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19-21161
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21161 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21161 Address: 5248 KING ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: LINCOLN HEIGHTS Est. Value: Parcel Number: 12-26-21-0280-00000-0540 Improv. Cost: 2,692.10 OWNER INFORMATION Date Issued: 4/30/2019 Name: CCAROMA INVESTMENTS LLC Total Fees: 82.50 Address: 7106 FLOUNDER DR Amount Paid: 82.50 TAMPA FL 3617-8411 Date Paid: 4/30/2019 Phone: 813-410-0452 Work Desc: REPLACE 2 DOOR UNIT S/S CONTRACTORS APPLICATION FEES LOWE'S HOME CENTERS INC BUILDING FEE 82.50 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. 0-4 JLJe i ��- ), ,0 =, &_, f?� CONT TOR GNATURE PERMIT OFFICOR ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Date Received K L-1 'hons Contact.for Pcrmittin IIICL BSI: I�t�L2 Eta �7m [�[LI y�='t Owner's Nan et r _7 3 n1_ 91 T31Y( 0 ner Pt one lumbet 8113-410-•Q 4:52 OwnpU's Address I;5�.y 5,qm-e Owner P one �lumbsr. - i i-ee t3lmple 1'Itletla3�der Mama .,� Owner P one 4lurnk�er =ee 31mpie 1'lttehoIder 4d*ess JOE3ADIJF�E:3S I: �. 5248 tl1'N9 ST'_�PhrzYheVs r 33Sy2 Y - - LOV ;UBIDIVISIOIV PARCEL II}#C2-,2(2 2_O "10 O_0_5'Y® _ (09TAi U i'i OM PROPERTY TAX NOTICI*. MORK P120POSEED NEW CONSI'R _ ADD/ALT C_] SIGN DEMOLISH INSTALL. REPAIR 'ROIPOSED USE i SFR COMM O'1HE C I:=:] C�:7 l _YI?E:OF GON;STRIJr,n61N [7 BLOCK; !:_] FRAME STYE )ESGIRiPTIONOFWORK i Cr��=�.fA� 2,�'�k u/ViW-5 5-iz2�s;Ze WILDING SIZI? LL_L_._ ___1 .5Q I*0OTA>GE= HEIG 71 Crizt�b7zxzi�ta=rF�ttl��i�-iDG»:i�Fiz7��i�I�f�� t�RFu�txt�t�Et�c :2���� ����tsi�tr.� a�TIx:S�a [ EIUILOINC;I I l $ �-� VALUATION 01:TOTAL.CONS.TRU. TION [__7EELIECTRIG'AL !$ -�� AMP SERVICE f' OGRESS I.NEf2C33Y. ME:CHANK'J''AL $ VAL.UATiON OF MECHANICAL iNST Lt.A ION GAS i i I [�� ROOFING � ) SPECIALTY _� OTHE NISHED FLOOR E;LEVA'riONS �—N �--�r, FLOOD ZONE AREA ,]YEIS NO l t k t�tt Fi ttttt tttti+ti fi+i tip'Fitt ttt#t tt ttI* lttt I T 11 tiiitt fi-Ftti ttH-+H-tti H tthf• •Hit Hit t•H•H•ti-titt+FH-N-1.+#-t-ttti-! fk H•i JILIDER COMPANY ».0.W_L'_S GNATURI .1lao REGISTERED -Y/N ]� FETE CURREh TIE] JAddress (°' e'01; LfJf?.lani�ilc� AFL. '�YZg?fit I..Ic n:,e# C �G'ISDf �l7:_._.__ .E:CTRICIAN ( COMPANY 3N.A.TUR11 I REGISTERED �Y/Yi�� FEE GURREh-r� Y/N�� 4 Lits nee# _�.: LIN113ER j i COMPANY _ 3N.ATURE!i REGISTERED FI9E OUffrtREh �� .Y! Address Lice so# CHrANIC611. COMPANY _ NATURE: Y _ REGISTERED rY/ N FEE CURREh �) �_. Address Lice Le 1E:rt � COMPANY ___ ..�.�..�._._._..._...J NAfiURE Y_ REGISTERED Y/ N ]r F:E GURREh Y/i Address, _.' ._- Lice se# C_.__�� tf-ti-tf 11 H� -tttd ti tt i tfi Fitt tit{i Hti ittt(-ti ttti-Ff+i t•tttth+i+FH-f+ H t-H+FH+4-h+it F- tl Ft+1-t+H-t+•t-t+FI•tttti-t H+H+FFtii-ti•fi�H-H ilD{ENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit f•r new construction, Minimum ten�(10)working days after OUbmittal date. Required onslte, Construction Plans Stormwater Plans w/Slit Pence installed, Sarda y Fael(ties&1 dumpster;SIfe.Work Permit for subdlvislons/large projects VAERCIAL Attach(3)complete sets of Building Plans plus a Life Safety.Page;(1.)set of Energ For .9. R-O-W Permit for new construction.i= -- - _Mlrslrrium-ten.l(-l0).worklnil days after submlttai date, Required onsito Coonstruction tans Stormwater Plans w/Slit Pence Installed, aanitpry Facf�lties&1 dumpster.Site Work Permit for all new projects.All commerc al req Irements rriust;meet compliance V PERMIT Attach(2)setts of I-Engineared Plans. ""PROPER 'Y SURVEY requlrad for all NEW construction. :11r1 ::i2Ya=11.1m i CA:Y.L•Lt: XM:C3M=)2:IM1Txan=M iSC tIm=CI.=3 :Lt a113M 1M:tI21:1 rMtMn==9 ,iatians: Fill out artpilt;atlon coinplotely., Owner&Contractor'sign be k of applloatlon,notlifted 11'rover$25UI),a Nance of ommencement Is required. (A/C upgrades over t67Ii00) Agent(for the contraptor)orDower of Attorney(for the owner)would be someone with notarized let or fro n owner authortxing(same 3.THE CGOUNTFiR Pl',':RIVITTING (Front of Application Only) ifs;if shini}le!; Sbwers Service Upgrades A/C Fences(Plot/Survey/!Footage) Driveways-Not over'Counter'if ors public roadways,.needs ROW I l i NOTICE: OF DEED REESTVUCTIONS: Th r Lim erslgned understands that this permil:may be subject to "d�:rped" rr sti lc;tEons" whlOt may be mire restrictive than Cowry rel julatlons, T'he undersigned asaurness responsibility for comphanri, vvifh any applicable deed restrlctlons, UNLICRE?NSED CONTRACTORS -ANC) 'i}N RACTOR RESPONSIBiLITIE119q: If the owner has hlre a contractor or contractors to undertake work, they may )e,r- qulred to be licensed In accordance with state and local r gullal:lont,, It'the contractor Is nof licensed as requlf'ed b law, both the owner and contractor mety be cited for a misdeineperrtar violation under' state law, If the owner or Intended contractor are uncertain as to when licensing requirements t Ill y irpply fbr the Intended work, they are advised to contact thel Pasco County Building'inspection Division---Licensing Se�,tfon' at 7:27-.847- 8009. Furthermore, If the owner hell, hired a contractor or contractors, he Is advised to have the contractor(s) sign portions of the "contractor Mock" of this iappll ation for which they will be responsible. If you, as the ownet- sign as the contractor, that May be an Indication thsa he s not properly licensed and Is not entitled to permitting pr vllegcIs In Pasco County, TRA1'dSFrORTATION'IMPACT/UTII.11'GE` Imll CT AND RESOURCE RECOVERY FEES: The undersignedit.rnder>tE=trnds ,that Transportation Impact Fees and Re riurEs Recovery Fees may apply to the construction of new bull!dIng,.;, Change of ,use in existing buildings, or expansion o exi,ting buildings, as specified In Fusco County Ordinance number 8907 and .00-07', as amended. The undersigned a so a dE:rstands, that such fees, as i-may be due, will be Identified at the time of permitting, It Islfurther understood that 'ran portatlon Impact Fees and Resottrc:e Recovery Fees must: belpald prior to receiving a "certificate of occupancy" or final ower release; if the project does not involve a certificate of gccupancy or final power release, the fees must be p id pr or to permit Issuance, Furthermore,, it' Pasco County Wa od,§,cwer Impact fees are due, they must bo paid prior to pc,rml Issuance In accordance with applicable, Pasco County ordinlanc:r_.r, CtON13TRUCTON LIEN LAW (Chapter '7'10, Iorida Statutes, as amended): If valuation of work is $2JMO0 ,00 or more, I certify that 1, the.applicant, have been proYlded with a copy of the "Florida Construction Lien Lail•---I tomeowner's Protection Guide" prepared by the Flarlc� a Department of Agriculture and Consumer Affairs. If the applicant Is somEaone other than the"owner", i certify that I hav r ob led a copy of the above described document and promise In Food faith to delivcrr it to the"owner"prior to commemc am3mer t, CcONT'RACTORISLOWN Ell'S AFF11DAVI ': I certify that all the Information in this application is accurateland that all work will'be done In compliance with all appy table laws regulating construction, :zoning and land developme�'tt. is thereby made to obtain at permit to do work and Installation as Indicated, I certify that no work or installation has 'Commenced prior to Issur.rricet of a perr It a d that all work will be performed io meet standards of ail haws regui,:ating 'construction, County and City codes, zoning zonIng regulations, and land development regulations In the.ju Isdictlon, I also certify that I understand that the regulations cf other gove'rnment:Eagencles may Eapply to the intended vJork,iand that it is my re:rsponslbillty to Identify what actions mw t take to be In compliance, Such agencies Include but are not limited to: Department of Environmental Pr tactlon-Cypress Sayheads, Welland Areas and Environmentally Sensitive Lands, WateriWastewater TrE.atrrent, Southwest Florida Water Mar agement District-Wells, Cypress E3eayheads, Wetland Areas, Altering Watercourses, i Army Corps of Engineers.-SeEawal s, Docks, Navigable Waterways. Department of Health & R lnabl Itative Services/Environmental Health Unit-Wells, Waste'vEate r Treatment, Septic;Tanks, US.Environmrantal Protec,tio Agency-Asbestos abatement. Federal Aviation Authority-Riinwialys, YLinderstand that the following restrIctions. apply to the use of fllk- Ust of fill Is not allowed In Fi rod ` one"V" unless expressly permitted, If the fill material Is to be Iuse( In Flood "Gone "A", it Is understood that a drainage plan a "compensating volume" will re s omitted at time of permitting which Is prepared by a prof�sslonai engineer licensed by the State of Florlida, If Elie fill material Is to be t sed in Flood Zone "A" In connection with a permitted building using stern wail construction, I certify that fill Will be used only to fill the area within the stem wail. If flil material is to .be use J In any area, I certify that use of such fill will not adverse y laffc,at adjacent properties, If use of fill Is fc and to adversely affect adjacent properties, the owner may be cited for violating the'condition,, of the buildlnq pe7 mit Issued under the attached permit application, for lots less thorn one (1) acro,which are elevated by f il,at engineered drainage plan Is required, If I am the AGE,N',T FOR THE OWNER, pro Ise In good faith to Inform the owner of the permittlnc condIdorls set forth in this {affidavit prior to commencing const luctlon, i understand that a separate permit may be required far e�actrlaal work, plumbing, signs, Wells, pools, alr condi ioniniIg, gas, or other ilist(allatlons not specifically included in the �Ipplicration. A pE:rrrtit IE>sued s?roll bt, construed to be E [ICE), to prucEaod with the.work and not as authority to,vlolate, cr l'ICeI, alter, or set ,aside any provisions of the technical cods, nor shall Issuance of a permit prevent the Bulldirig Official from thereafter requiring a correction of errors In plans, Cons ruction or vlolatlons of any codes. Every permit Issued shall b?F:come invalid unless the wort( authorized-by such permit 1, commenced within six months of permit Issuance, or If iorkliauthori:ze�d by the permit is suspended or ak andoned f')I, a period of sic (6) months after the, time the work is commenced,E An extension F may be requested, In writing, from the t.tlld ng.Official for a period not to exceed ninety (90) days and will d onecl,:,trate justifiable causo_for theectension, It'wok cos ses for ninety (90) consecutive days, thc�job is considered Erbrtdone�-i, WARNING TO! OWNER,, YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RE."S 1LT IN YOUR F)AYiN(7% VVICI; FOFt IMPROVEMENT,") 'IT? YOUR PRIOPERV, IF YOU i1q,n- JCI 'TO OBTAIN FINAN�i��I�C,i, Cf)IJ;'iULT' WITVLYOUR UNDER OR AN l"I'TOR E Y EFgM RE CORDING YOtJF1_.IVOTICE OF C:OMMENCENtt=�tT', FLORIDA JURAT(RS, 117.03) �Y (MMER 0R AGENT _ _______ CONTRACTOR ` _ -— -_ - - aubscrlbed and sworn to(or efflrmecl)before me hls� subscribed and-sw o`(o--M etl)before a this I i _bY __.____— .__ by.�. .___ Whc�Islets personplly known to me or has/haves p oduo d _ Who islets personally larown tc me or haslhtavo producedf a:r Identlncdtlon as Identlflcatlon.1 Notary Public �� _ I ,_, Notary Public comrftlsslon No. _ _ ___—� __-- Commission No,_-----------, - � -' _ Namo of Nota typed,printeii cx stamped � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: L ft—j Site: 1-1 .6 16ha 57— Permit Type: �- Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet Ball be kept with the permit and/or plans. mm P P APR!'2 2019 Kalvin S ` `er-P Examiner Date ontracto d/or Homeowner (Requi when comments are present) a Plan Review Windows& Doors 1) Need. manufacturing_ installation-specifications: 2) Must meet sections.R308 and R612 of the 2017 F.B.C. 3) If windows are to be installed inside the historical district,.they will need to be approved by the historical committee. 4) No other work shall be permitted (framing, plumbing,and mechanical) unless otherwise specified. 5:) This:is for replacement (glass for glass) only. If you wish to change from screen or vinyl wirrdows:to glass,then additional information is required. 6:) All windows.to wall connections shall be left visible for inspection_. 7) All labeling and,stickers shall remain on windows until final inspection.- 8) :No-work shall start without permit first: Page 1 of 2 FL# FL15225-R4 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Therma-Tru Corporation Address/PhonetEmail 118 Industrial Drive Edgerton,OH 43517 ALL WORK SHALL COMPLY WITH PREVAILII (419)298-1740 CODES FLORIDA BUILDING CODE, rickw@rwbldgconsultants.com NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS Authorized Signature Vivian Wright ORDINANCES rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email p, -5tueV Quality Assurance Representative Crry Address/Phone/Email d u i , rT , PHY&1 w;, ' tZ Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By Ryan J.King,P.E. v Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15225 R4 Equiv a)Equivalency of Standards pdf Product Approval Method Method 1 Option A Date Submitted 09/21/2017 Date Validated 12/20/2017 Date Pending FBC Approval https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRASQx6OG%2b2JI02u6xAoauKJijphgF6uTIA%3d%3d 4/22/2018 Page 2 of 2 Date Approved 12/22/2017 Summary of Products FL# Model,Number or Name Description 15225.1 a."Classic-Craft"and"Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Therma-Tru" Sidelites.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15225 R4 C CAC 15225.1 NAMI certs.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2021 Design Pressure:NIA Installation Instructions Other:See INST 15225.1-68(68 Door Products),INST 15225.1-80(810 FL15225 R4 II (it)Inst 15225.1-68.odf Door Products)and INST 15225.68M(68 Door Products Direct to FL15225 R4 II (a)Inst 15225.1-80.pdf Masonry)for installation instructions.(Note-Glazing Shall comply with FL15225 R4 1I (a)Inst 15225-68M.ndf ASTM E1300-04) FL15225 R4 II FL-15225.1 Glazing Det..pdf Verified By:Lyndon F.Schmidt,P.E.43409 Created by independent Third Party:Yes Evaluation Reports FL15225 R4 AE (a)Eval 15225.1-68.pdf FL15225 R4 AE (a)Eval 15225.1-80.udf FL15225 R4 AE (a)Eval 15225.68M.pdf Created by Independent Third Party:Yes https://floridabuilding.oiWpr/pr app dtl.aspx?parwn=wGEVXQwtDgv3yWKJZIQRASQx6OG%2b2JI02u6xAoauKJijphgF6uTIA%3d%3d 4/2212018 11RU 114ERMA. • j P e, THERMA TRU DOORS 7ltd•GtAssertE ��.. ���•` odb 1 13 IWDUS t.,DR..EDDLRTON.aM 43317 �/� •"" •••• ' ,�� g�►j 3M0A1KCKNESS 18 1111 ��z "Classic-Craft"and"Benchmark by Therma-Tru" UrTEMPERED E lR o w GLAZING DETAILS oft atR SPacED General Notes d � i. The Giozing Detois shown conespond to arose specified in the test reports t/B"TEMPER® sC listed in the Certification Agency Certificate for Florida Product Approval �t No.FL-15225.1 as follows: SPACER o Certification Nos.: N1005724-R5 BaCKBIDDlNGSfntArittryeostacrT"dteyInc. > o M005727-RS NMW29-RS Ni005724-R5 SMC LITE FRAME � E o o FT u* a 1/2"GtaS3 BILE 1/2'GIASS BrtE ��.. 3/4'QA THICKNESS 1'OA 1tiK l7�ES5 +r 1/8'tEMPERED UrTEMPERED $} z AIRSPACED �—AIR SPACED o s I ff TEMPERED ^« Z ,4 sPACER lArTEMPERED BACKBEI)CING SEALANT'by SwEk R4ay ix. SPACER BACXSMV14G SEALANT by Bad&Findley Inc. "• z We 2127112 i MOLDED OPEN LITE FRAME s� N.T.S. FLUSH GLAZED LITE FRAME F oms.er. JK m' Da.Br. vs MOM to- m FL-1s22S.1 " OF r. c THE.RMA.lTRtJ" 1O55QMAXOVERALLfR/11AEWIDIN-- OVERALlwID1H �``�`~ THERMA TRU DOORS P— I �it` °r't 5 ? �r: W=, •�i y•ti��� �ww j= o Ito INDUSTRIAL OR..£oaxRTaH,OH 43917 Kt Fy KN I 1 t r t �7 I t f +•' t i I t I 1 1 I I 1 1 1 II ♦ Cf 0 0 1' 'I 1' '1 r' '1 y rl 1111 1 IT Z 1� a.. $ t I o 2 ' 't , ri 4 I' $ 1 t S i i i I I 11 ii ii i' Tt ti L c W 6'8"SINGLE DOUBLE OPAQUE OR GLARED DOORS ��" y � ° ,1 11 .,I 6 W1&WIOUTSIDELITEs 1' 11 t0` 't 4i ii it ii t' IS 1, ,1 i, 11 11 II 1' 11 I I I 1 1 l l I 11 11 1' 'I Ir II W OUTSWING Ir�71� r��7 r�1 �1 11 DIRECT TO MASONRY INSTALLATION 3 a 5 6 3 4 5 6 to 3 3 3 3 3 3 3 3 a aonuEwtssoaDsaxxa ta+c+EwtsmerrEsaxa �� i� MAX DESIGN PRESSURE MAX DESIGN PRESSURE & +55.0 -55.0 +55.0 -55.0 a w� General Elates 37.SU'MAX. 1. This product ondxxing drawing has been developed in compfance with the 6th Edition OVERALL 74.SD MAX p o (2D17)ftarido Bolding Code(IBC)excluding the'High Velocity Hurricane Zone".See the t wro OVERAu wIDTH2 OVERALL WID2 Y 4 Cerffllcofbn Agency Certificate forshes,specifications and ratings. e� 3 3 2. Product anchors shall be as listed and spaced as shown on detofh,Anchor embedment m to base m ateddshoti be beyond wall dressing.stucco,foam,brick and other waif 1-1 5 , r E coverings. 1-?�Sr r�� r_s r s t i t s 't � � 1 rl T �� 3 �S'7i Fa 4 7 .fit �� FI 7' 3 w.r 1, ,I ,1 1� ,; `, ,1 1 I, ,1 1, ,I 1, , b O x J. fastener embedment depths,edge distances and cenfer-center drstanoes shall be as �IT U., t t' 't I I j 1 e, 1 't 2 5 I i+ 1, ,' y I I ll N N specified by the fastenermonufoctuterbut in no instance shall they be less than shown In pi' 'i i' 'i i' 't 'i i' 't t' 'i r' IIID drawing. � �� 4 Ir"�I lj'�'31 1�3! �`SI 4. Where shims ore used,they must be a Y4d/sWmaterial that complies with the 9 F-P rr--? � � ,;� �� ,� � +; 5.7�p. FF.? S requirements Of the hBC. '1 /' 'r '' '' '' '' '' +' 't 'F '' ' r' 'r a p 1� �1 1� �t ~ S. Positive and negottve design pressure requirements for use with this drawing shall be determ Wadi fay others forspecific jolt in alxoniance with the govern ng code. 12 _ F d. Site conditions not covered by this drawing are subject to further engineering anarysis, 3 3 3 3 3 3 3 3 a c srHalax ooaRSExz savr>;EWtsmElrrEox rANE Of CON"MS MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE ""'z ua t>acdt7toEt swle�IaldtR. +55.0 -55.q +55.0 -55.0 rIt +55.0 -55.0 ° t 7 etevatbm. preuvres 6 soles w 2 N.t 5? 4 1: 2 Hmtmntd crass secftu masonry s«sry,pfia +45.0 -65.0 cl+tl,sr. JiC ,? 3 Verffcd cross sections masonry 4 kOnte anchoring EOCR HARDWARE AM L SERIES C'or° LF 5 frometmchmi7 &Wofmaterids xW7xSETSIGNATYRESERIESIAMW OL-1 +u.: R fiL-75225-68AI fJ RWlRSETSrGNAIDRf SERIES TdO DEADROIT p Snn3—L or 5y " 2` R.ACRenlgThdme Tro PERMANENIIA-Flodds Product ApprovaWL-1S22S CM Mark-Install On1AC-Crew1ngs\FL-15225(201TAFL-1522S.l.dwg,2.68M m m o O 4.2S 1.SMAY. A 22S v 1S MAX ' 72 MIN. n,A c> $ 1 •o Q (q x O S (7 o p o 0 0 0g O n T H x x O ZtTI — o 0 0 Na x N w = � O O N Q8 a 1.5 c> O las ^ MIN. A MIN.5 A 0 'M D e� 70 ISAX. 0 1On 2" 1S'MAX. D z m O m z o m N ttr 4.24 I Z MAX. a ag Is 3 n O v MIN. 41 �g s d n A O r�r Z z O sa � ,��� „r? � Na 43,09 SePtem6er21,4017— PR000CT: 0004,msme Plepalea t1r.� +. IN N ro FIBERGLASS DOOR f Eo ND F434OB tat 7it N • y-N„ 7h11111L1\\� 2 9 21 }7 UPDATE TO OTFf W. 20}7 t�C JOY PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 2 05 15 UPDATE TO STH W. 2014 FBC P.O. Bor 23%Valrteo, F1 33593 ro NO OAT HORIZONTAL CROSS Phone No.: 813.0.79.0197 REVISIONT SECMNS MASONRY FBPE C.A. No. 9313 0 2012 R.W.BUILDING CONSULTANTe IND. A1CrmntATtWma TM PERMANENT%A-Fbdda Product AMMIl\FL-1522S Cart Muk-bmldl Ort1)1C-Dra A09AFL-ISM(2017)\FL-1S22S.14WS 3-68M A Q m W N � In P rn z O — rn m 7O0 to M O St1 _I EMB.(TYP.) 1.1/4°M1N. BNB.(TYP.) 1-114'MN, EMB.(TYK) m 1.5 Cm N • 7G W W s~ 22 Z o o� .• Z . m MINKN 1-1/4'MIN. EMB.(TYP.) 1-1/4'MIN. 1-1/4'MN. EM8,11YP.) p EMB,(TYP.) Na W A W A r• Ap� IA n 7 n rr, 4 .• . �30 — m � \\\SLS11111111/P7j' f i N0.43109 •t Sepfember2l,2017 r� PRODUCT' ooeumanu Pnporad OR i ••S. 1 THERMA—TRU P.E.No P. -9 tat i�i''' •.;;EGROF;••'•• `,�� IR N y ± FIBERGLASS DOOR fF1�Jjj�jiiLL\�'\ 2 9 21 17 UPDATE TO 6TH ED. 2017 FBC LFS PART OR ASSEMBLY: GD BUILDING CONSULTAMS, INC. H 1 x in 1 2 OS 15 UPDATE TO 6TH ED. 2D14 FBC LFS VERTICAL CROSS '/�,�P.O. Box 230.Valrloa. FL 33686 Phone No.: 613.669.9197 ND DATE REVISIONS Y SECTONS MASONRY FBPE;C.A. No. 9913 0 2G12 R.W.Bumomm DGMeuLiANTs INO. no GPN-Ott;U-9.11,W W440(37)—afatu,61004 GWJO SKKW:)oppino atill W04 MR" L 71VL30 .9.71VJ30 k;DJGP—t#GW M(Z)—G)-U*.99 pu—pdo!O49 Wo4'qujofp-v— SJ7 wo 41:—40 1k) &-a—po—,wdzxe#(CL)Ill.-qWD[OW oil#j-4--p sl 4wgopls ow. Mr 71/1 plopu WA0111S SV NMONS&V JA-L JL/C I ONOodvl �etll WV01 MIJ H 71vac — z z A14LL .01L-L Pit 0030013"11A 0 .0/1-1 W1 *NO3JV1 A a L H MLI wm;)x ANKCS W.01*::." %womiph p PIDPU:4 aiuIMM .1.UV130 Pep—&you 00 UOJSUWV.MM3 No OW eulwe QjpaQnbmQqA— Fj Slotpua GIODUCC PWONPPD 191(liopow 0;aoluopp Sopo*410 ow UlDA40W 0;POW&O Oq IMIM.NalhGO NO WK-PE40U Y-M--q XKPV0 01-0 C a -opp Gap& uAu-M upp*-oi paimb-GqA——9W jo Rm#ooq-p-olonuoo.1 v H "V.*.V.M3)A 8000 379AIIS L o8L WMA 31 ANSIM NOW 31 .(L-.(L A91A .L-A AGIA $31113015IM WW 379NN -06 M-31A q I5 —+ C. as N13 lf Pwim T— oilM al Et P 111 Ras cl oil .wm 91 9 t 4 s as 9 t ti wvro. w CLU sar @ cLu S1wvr 0 du oil 0— 0— b. %W.9116-9 9 _ tD i)b 0 p . N. o P 3ON3M dxt H� 801 NMOC *WNMOW mph ' Nonm N(=V LIt aYaH.9i OWH.9116-t CW3H @ul ±yst .91mg ad g < co R1Olents\Theme Tm PERMANENT\A-FWWa Product Appmwl5\FL•1S225 Cert Mark•Install Cnly\C-OrmigAfL•15225(2017)VL-1S225.1Aw9,5.68M .NiG'ao.hT��,x ,n�1 m On xxtx„x>i 14.0 MAX 6• F O.0(IYP.) N 6 QQ A Otjo _ � I I I I_ 1 P ® P O y VARIES ee� JO.0" TYP t 6. (7 " I I 1 I I I esays sP® 01v 77 T O eel 4' Pd9 01 I I I I I P O "� �_14.0 MAX o.C.(Tyr.) ' VARIES (7.36' °• a �—(+/— 0 9.251 gall. �F o of o Seplenlber21.2OI7� 1 PRODUCT: an. •ti, �• 3 I THERMA—TRU Lyndon I. Schmidt ��i •••.R4150�•�•• O� ILA N N FIBERGLASS DOOR P.L No R CNn y 2 9 21 17 UPDATE 7D OTFi E0. 2017 FBC LFS PART OR ASSEMBLY: ��!BUILDING CONSULTANf^1,E��11 I to .. 1 2 OS 15 UPDATE i0 STH E0. 2014 MC LFS YV P.O.BoN 230.Valdoo, FL 33505 t Iu m N NO OA gy FRAME ANCHORING Phone No.: 513.559.9197 REVISIONS &BILL OF MATERIALS FBPE CA No.9513 0 2012 A.W.BUILOINO CONSULTANTS INC. 6t15Q MAX yy�Q: yQ- c 105.50'MAX.OVERALL FRAME WIDTH OVERALL WIDTH v C1C)j .� i�-r�� s 5 5 � 5 5 5 � rtlD z :�`+dam SIHERMAITRU ri... .•' -���Mon . THERMA TRU DOORS fit• t{�y� _a7�R; •fir �r �'••,• Daom I re IMOUSTRML OR..E:OO[R 10,OH 43Sr7 t i' y (r'jl ,]i {� '{ !i 'i i' ii it li ,, 1�r ..•• \\ 3} O "Classic-Craft" 4 4 r' n } ,i poi g r e Em s� m h t' 6'B'SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS 5 WI&WIOUTSIDELITES INSWINGIOUTSWING }6 INSULATED FIBERGLASS DOOR WITH WOOD FRAMES Lj N y 3 6 6 6 Z 6 Q q General Notes DOUBLE W/SIDEUTES OXXO SINGLE W/SIDEUTES OXO Q� z !"+ i. This product anchoring drawing has been developed in compliance with the 61h Ed MAX DESIGN PRESSURE MAX DESIGN PRESSUREtion (2DI7)Hondo Building Code(FBC)excluding the 1119h velocity Hurricane Zone".See the +47.0 -47.0 +47.0 -47.0 Certification Agency Certificate for sizes,specifications and ratings. i3 53ZMAX. � �q 2 Product anchors shots be as rated and spaced as shown on details.Anchor embedment MAX Oyu pTM OVERALL WIDTH to base material sholl be beyond wall dressing,stucco,foam,brick and other wall OVERALL a coverings. WIDTH ! 2 3 7 2 3 a a v 5 5 5 S 5 5 51 g 3. Wood screws shall be installed following installation iralruct(ons of ANSI/AF&PA NDS 2015. - AO other fastener types to be instated following fastener manufacturer's installation L fti � 4. Fastener embedment depths,a distances and center-center distances shot be as � 5 i t i 5 5 t, 'i t �i i, C `T' ;, ri 'i ii ,' i` ,i ,, 'i t, ,, )t 4 ' ii 1, it z S specified by the fastener manufacturer but in no instance shc>ti they be less than stlarvn in a x $ 5 5 i , ; s ,' r o a fhls drawing. y is �itu 'p S. Where shims are used,they must be c 1%ld/stifr matertai that compiles with the Ey� '�fi �-T s �; e;F,' t� ge r t i t F F requrements of the FBC. 6. Positive and negative design pressure requirements for use with this drawing shall be determined by others forsperaficjobs In accordance with the governing code. Z Site conditions not covered by this droving are subject to fwther engineering anatM. 6 6 A 6 6 6 6 6 6 6 6 6 6 c SINGLE X DOUBLE XX SINGLE W/SIDELIZE OX N i TAf1tEOPCONTENtS MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE $HEEr I 'PRO"1 +77.0 -77.0 +47.0 -47.0 +47.0 -47.0 a� 2 2! i2 i Typicol eievdans.desipn pressures 6 nerd notesSCAL N.T.S. 9 2 >luckanche" oRc tm JK ra' 4 3 Rameancharicg CK ey, LFS 3 4 Frame a�Ch0ling 3 bil of matertah -LOeK HARDWARE MFG A SERIES uwRnn� e Gk S Hor tat d,verficat+xosssectbnt VN=ET SIGNATURE SERIPJ UTCH FL-15225.1-68 e 6 Verkal crm wctlons nY=f5(GNATURE SERIES 7W DFADRaLT a i3 � sEEr 1 or f C O JD_F UMS ONIN3d0 t t Wilt #/t ONOOVaLln :,M.OrwArda DNIUOHZ)NV--%Mg ON180HOW M 0313 S3111301S/M 31 A8NOSVV4 HOOdYl SJ1 t i XK w/t PAU )lr 'Imaw 39M irmyrGym. AII II II II 3�NVYr3nrnw NNOSM'qk..; z Zi/lz/l 'Awal u :33N"v3m.*Klw 7 IOU—UqAwWP.MLN3DNO XVM ft 01 pQrA-9qA-u p m 11 30N383338 IN—p"Ima 01—;qp QOpp*qw Ow qviupw 6 803 NMOHS T 1VOGISV vm-p—04 aztwlw Dupe II u Ii ' &OH3W aMd_XlW V MON mons xz 30N3S3.438 mone xz Sgv;t VIM xg II saw v 80.1 NMOHS —SRLON 30N383-438 MH IVO"ISV senvr v MOJ NMOHS I 3ON383338 I I 'dAl OV3H 'dAl ONIN3dO r2 NOITinvi a 803 NMOHS ASNOSVA a Nomnw� J. -------------------4-4- 1 5RUOR15�x ON180HONV Nong Axi S31113CIS/M 310NI M 3 IUMi 0 oa I I 3ON383338 I I p p to I I 803 NMOHS NOMM Ar, )ions xz Ell mons xz None xz @'u bu w Sevive v GV314 GV3H SSAVP v "dll d),L ONIN3dO 9NIN3d0 30N383:138 �I I ."_ 30N383J38 ONIN3dO CV3H *dAL NOA NMOHS A8NOSVW NOJ NMOHS I MINIM" tr "NOSVV4 NOITInvi Nomm F Senvp V" O�'t`t * ttrr4 MY v, ai IN `6" q- G o 3" PAIRS 30 ��� d'o P 1:67 C' 73'- - 3 I'-3" 3 TYP. 3"—I �7] s" I s"! f �rr � _L 1 rr till tot �� 7' ti N — I 111 N 2 %=U in MULLION ns a »! 1 MULLION m t Wl2X SUCK 9>$g SHOWN FOR SHOWN FOR - w o - INSTALLATXIN oa �w a�.. c = WQ '" W/1X BUCK,... REFERENCE s >^ q REFERENCE - >h INSTALLATION bt of u A W/2X BUCK INSTALLATION N of 14,n A I2X BUCK INSTALLATION Ch JAMBS FJ� 4 0 _ ti y yTYP > ayir� _t 9 /1X BUCK INSTALLATION o� io dR'"d (V��•+ ++ 8 W/IX BUCK INSTALLATION - O 0 TW. HEAD &JAMBS TIP. HEAD&JAMBS SEE ^� in w in o o -16 f8 DETAIL '4' o I SEED = = WQ 16 76 uj 18 SEE o 1 >S o n�+ DETAIL N . o �IroI - SEE 5 DETAIL "7 + j U 12 5 12 1 "8. -12 is 5 DETAIL '2 - 1 �cc w m o�C- 'D" E" �� � C. D" k' 8' A" aSc VIEW "C"-"C" SINGLE DOOR Wl$IDELRES VIEW "E"-"E" ~VIEW 1T"-"D' SINGLE DOOR WIDE VIEW "B"-"8" SINGLE 0 VIEW A'-A" •• s oanorw. SWIM 7O DOOR.wm CWMWDDNS) W/2X BUCK r SIDEUfENOTES: INSTALLATION 2 n N 4 1.The d Wte Is died set hto the jamb wN(14 N8 X 2"plh.wood screws.There cue(4)at each z p vediccai jamb,From the top down of 13X,31.48.5"d 66".There are(2)at the header at 4'fmm 8 W/1 X BUCK 11 the oulslde comers of the name.there are(2)at the sE 4"from the outWe corners. INSTALLATION � in 2.Foroptiond sIdellte construction with staples,sidefte is direct set Into the jamb wlth(4);%6 X ❑ a 1'I."16 go.staples along eachjamb(6"from ends and equally spaced thereofterj. '- < CONCRETEANCHOR NOTES: DETAIL "8" >" T,Concrete arletlortocottorls of them caeo maybe adjusted to nKsintain Efts min. DETAIL "2" ; i edge distance to rnortor johns ^a I Concrete onchor Iocoffons noted as MAX.ON CENfflr must be o4nted to maintain the min,edge distance to motorJoints,addfflonol concrete anchors W/2X BUCK 2 a Q r INSTALLATION B n may be required to erntxa me�ta1t ON CtTttFR'o7meraton are not exceeded 8.Conoeteanchortable. W/sX BUCK 1�y a«z " CfJ ARq CIEARAN INSTALLATION MIN. NCI%MIN„ CE t AN.CHOR::.ANtrHOR' . ... ... ............... nos, 2 21 12 TO MASONRY TC/ADJA'CEWT. 9 SIZE-„:P)VISEDME.NL: ' N.T.S. :.:..::. :.::..:.... . ... .. •. EDGF'::. ::ANCHOR:,,:-: owc.BY. JK o' ITW 1-1/4" 2" 4' f 1 aac W. LFS 3 TAPCON a y o DETAIL 'I' DETAIL 4' DRUM N0'` a TAPCON 3/16" 1-i/4, 3" 1-1/2' FL-15225.1-66 0 9w or 6 p, R10knMTw=Tm PMMANENM-Florida Product Applor3Mft•1525 Cad Mark•instal OnIAC-DnwhgAFL-15225 R017AK-1522S1Awg 5 X 00 . W C n O� `b14%5� 1 25, AX y _ SHIM SPACE E 1.4SMIN. _ EMB,TYP. co !3 c 7 � y 71-- - 0 to a a I0 I t,1 N s _ IM D a �W O.ISMN. c'Sm m 02F MAX. SHIM SPACE l.ls MIN. EMB. YIN 7�C �1 �70 I70 X FL c vo � pu � ��•+ fat W 1.25 a o= a €� 2 lei .25' L SNIM SPAMAXCE 77DD 1.1SMIN. EMB, 125 MIN. EMB.I P. i N0.43109 p Seplamber2i,27I7� = 2 O p PRODUCT: oomnnanb PnPand i�� •t, ur f� TF{El7hlA_TRU Landon F. Schmidt '•'�:�ORtO�:••��• N o N FlBERCtASS DOOR P.E. No. 43409 /i'l,FOAL& �74S. fNQ ttt 2 g9l UP0/1TE TO 67H ED. 2017 F'BC: PART ORASSELIt3LY: � BUtLDINO CONSULTANTS, INC.y 1UPDATE TO 5TH ED. 2014 F8C LFS P.O. Ebx 230.Vadlao, FL 33S9s NNO BY TOR ONTA & VERTICAL Phone No.: 813.859.9197 m IONS CROSS SECTIONS POPE CA No. 9e13 1 R01 8 R.W.OU,L.—Ca...L—TM LNa. P-ACIienU Marro TIY PERMANENry1-MOM Product ApprovaM0.-15225 Con Mxk-lnsW]Or*C-OmaingsVL-1S225(2017ML-1S22S.Ldwg6 1-114'MIN. EMB.(RYP.) 1-114"MIN. IA EMB.(rYP.) O w a A ar ' H I0 41 Z w a w 1-1/4 MN. 1.W MIN. EMB.(TYP.) FMB.(TYP.) • Iz w a w a � Z � W w w W 1-114•MN. EMB.MP.) A a w�, a � Ib Z �0.25' Z MINK iV `tt1111111f2/2j' w EMB. n 1 API 17 w No.43408 PRODUCT: Doculnents Prep. 0),-: THERMA—TRU Lynda.F.Selsmtdt ��i� 1•••.�OR1D/•.••'2 ���; (n ^� FIBERGLASS DOOR P.E No. 43408 /lll cif ONA1. �� 9,, N .4 -• 2 9 2i 17 UPDATE TD 6TH E0. 2017 FBC LFS PART OR ASSEMBLY: G��A/BUILDING CONSULTANTS,��C. ` -• x 1n 1 2 03 TS UP[UITE TO STH ED. 2014 FBC LFS E CL VV P.O. Bo%230.ValrTaa, FL 33593 N NO DATE CROSS SECTIONS VV Phone Nos 813.559.9107 EVISIONS FBPE C.A. No. OB13 0 2011 R.W.BUILDING CaNrrYLTANT�INC. STORE COPY . . ` INSTALLATION SERVICES CUSTOMER CONTRACT-MWORK-JNT/EXT%PATIO DOOR .1_OWE'S OFZEPHYRHJLLS;FL,STORE.;1854' STORE PHONE..(813)-8M-.9000. „92i.GALL BOULEVARD SALESPERSON.VIIARREN RICHARDS ;EPHYRHILLS; 33542-v-----'"-`--- S�fiLESPEi=iS41V tD1959fii0 . Documerit Print Date:08 9 2p19` Thitds only.A Quote#or the merchandise and'servicesprinted%ielow.This;liecomes:an agreement upon.payment and issuance of a Lowe.'s receipt,_upon which1he entire a e- ;merit,including the specifically.completed pages of this document; the Terms and,Conditions included.with.this document;;the.applibaWe poiiion{s)of Lowe's:receipt.,and.any :olhet.addenda or atfachr»ents hereto,shall.be,referied#o:tiereiri as tEiis"contract;:"• . PLEASE READ:THt8 ENTIRE DOCUMENT.INCLUbING HE"TERMS AND CtJND1TIONS.,BEFORE-SIG IN NG. Lgwe`s Registran or Contractor License Numbed Lowe's:C tio ontraotoMe.inie Florida Contractor I:ice" tVurrtlier CI3C150.84i7 Customer'Nani0, Home Phone RHIANNON GCIODS.CIN 813-�110-0452 Customer Address Other Phone 0. 5248 KING ST l.,• city Statel-Province Zip/Postal Code ZEPHYRHILLS.. _��; ..:. . EL .. . 3.3542 Installation Address':, ; T 5248 KING ST . Installation City: Instailation.State/Province Installation Zip/.Postal Code Q. ZEPHYRHILLa . . FL : 33542 :MERCHANDISE AND INSTALLATICI,N.SUMMARY MERCHANDISE:SUMMARY 95$858:953858:STK JW6FT STL FR 15LT 800686 LHOS.NBM:-JW6FT.STL.FR 15LT BBGGBG L146S NBM-CITY 1 . M M VtULD1NG._ METRIE.INpUSTR1ES:WC.--.QTY.:698458 07526..STK::RML 8-FT WHITE PVC V B _............ t24.018:,TS433't'STK:;44N.X 33-FT TITE SEAL,(-288884) :SELF-AD HESIVE:.WATERPROOP 44N X 33-FT RU98ERIZED ASPHALT ROLL FLASHING FOR ..SKYLIGHTS,WINDOVttS,DOORS,AND EGRESS WINDOWS CO-FAIR CORPOFRATION-QTY.3 156650: 146DET25E:STK:7/16=4-6 DE PT PICKET::7/16-4=6 DE PT PICKET:CM TUCKER LUMBER'COMPANIES'LLC-QTY 11 209626:2018:STK:.8=FT PRIVACY LATTICE:.t-7- PRIVACY LATTICE:.ROYAL MOULDINGS LIMITED-QTY 4 249989:43156171422,:.S.TK:SCH ABZ COMBO SGL GEORGIAN :SCH ABZ.COMBO SGL GEORGIAN:SCHLAGE LOCK-QTY 1 38.0664:99910-047:STK:KW VB COMBO SGL LIDO SMT:KW VB COMBO SGL LIDO SMT:KWIKSET-QTY 1 Store 1854 Project No. 573676721 for RHIANNON GOOD80N Page 1 of 7 STORE COPY 940105: LOWOLJWSTL861 PNLLHNB: STK:JW 36 1=PANEL LH NBM:JW 361=PANEL'LH NBM:JELD=WEN DIST-MW MASTERS.-QTY 1 Materials Price $1308.1 INSTALLATION`DESCRIPTION Door type:Patio :Location of new door(s):Back Door Select new door:Hinged I French :Side liglits or transoms:No Number of additional holes bored foraccessones:.None . Irisfall specialized mortise hardware:No Lead safe practices No Dooctype: Exterior Location of new door(s)::Side Door Select;new door:Single Pre-hung Hardwood(Mahogany.or Oak)door :No.. Sidelights or transoms:No . Number of.additional holes bored for accessories:None Install specialized mortise'hardware: No Install storm door:,No Lead:safe practices:No Total linear feet of custom trim to be.•installed:65 Deli verdoor:Yes Customer understands thescope of the project:Yes Permit required:Yes. Who will obtain.permit:.Third Party P.ermit;fee:Yes Additional miles traveled over 20':0 . Bring up to code description:None Access fee amount:None 'Dump.entry fee.Yes Describe other work needed:Cut Stucco 'Other work charge:Yes Comments: Side door and sliding glass door Labor Charges $14i9.0. Detail Deduction 35.0 Additional.Specifications: Notation:.Lowe's will.not make structural modifications. paint-or stain or,removelrginstall security system.equipment. Customer is.responsible to advise if prop- eriy is governed by Historic Dstrict,Regulatioris,. . . . .. ..,. Additional Specifications: Federal law requires Lowe's to:provide you with,the:pamphlet Renovate Right• Important Lead Hazard lriformafion for Familes; Child Care Providers.and Schools By signing.this..Contract;.Customer acknowledges having received a,copy.of.this parnphlet before'work began informing Customer of the.potential risk of the lead hazard.exposure from renovation activity to be performed in Customer's dwelling unit: PHOTO RELEASE;;"Gtastomer grants to Lowe's and Lowe's employees and independent contractors then right to-take photograghs of the Premises where In- stallation Services will be performed and all work perPomied at the Premises relaf'd to this Contract, and,irrevocably grants to,L6%ve'6 all right, title, interest in and to the photographs for use.in all markets'and media, worldwide, in perpetuity. Customer authorizesLowe's.to copyright, use,and publish,the photographs in print and/or,electronically,:and agrees that Lowe's.may use.such photographs-fog any lawful purpose, igcliidin , but.not limited to,marketing,advertising, publi- Store 1854 Project No. 573676721 for RHIANNON GOODSON Page 2 of 7 STORE COPY city; illustration;training:and Web content::By-initialing here' ustomer agrees to the foregoing; [Customer to initial.tothe.left]'. NOTICE TO CUSTOMER • PRICE.CALCULATlC1NS: In order to properly'perform the installation of certain Goods, the Contract Price may include,more Goods than actuallywill"be.installed.based iin.the measuredaquare footage'of;the Project Area,,As a result*,the parties.agree that the lump-sum Pnce.stated in :this Contracf;is calculated upon both the:value bi the estimated Gbbds Oquirod to futfitl_h�Goritract-ji6eli ding-waste},—which-may exceed-the-actual-square --foots szsf tficrProJ e�Aiea; an�Tc the labor' r ic�may be estimated t as"ed on:the amount of Goods.requir.+sd tes fulfatt;the contract('inetudrng.waste}.By signing 5. this Contract.bslow;`Customer acknovitledges�ecelpt of this notices and'agrees and understansis ftiat the Price incliicfes`these costs urhich may not be refunded once iwe"Itistallatiion-Services are performed.: NOTICE.OP ARBITRATION AGREEMENT- This.Contract provides"that:all claims,by Customer or Lowe's wi116e.resolved by BiNDiNG ARBITRATION.Ctstomer and Lowe's GIVE UP THE RIGHT TO.GfJ TO COURT io enforce._tliis Contract(EXCEPT formatters that.may be taken o:SMAt-L CI_AI"MS;COURT). l ows's anil Custamet's rights Witt:#5e.determinsd by : .a NEUTRAL.ARBITRAl OR"and.NOT a.judge or jury:Lowe's and Customer-are:entitled to a FAIR HEARING.But ttte:arbitration procsdures..are.SlMPt_ER ANb MARE"LIMITED THAN.R U8, APPUCABLE.iN COURT..Arbitrator.decisions.are as enforceable as any court order and are subject to.VERY LIMITED RE- VIEW B`t A:COURT:FOR MORE DETAILS.'Review the section titled AF BITRATIGIN AGREEMENT,WAIVER OF.JURY TRIAL AN0 WAIVER:OF CLA ss AG- .' TION ADJUDICATIO Mound iri the:-f si and:Conditions of this Contrast. TC}TAL GHARGES.'O.F ALL MERCHANDISE AND SERVICES vuheteapplPca51e SUB-TC3'fAt_ .$2fi92_1 *TAX $ 0.0 DELIVERY $ 0:0 ORDER TOTAL $2692:1 BALANCE DUE Weak is,to.commence upon reasonable availablity.of Contractor which is anticipatetl to be KI r +� [fill in date]. :'.Estiinated completion-date is IAt ' t fill to datej. NOTICE TO CUSTOMER All items:listed in this;:coritractands ecification:sheet s are;to be instaped.under.conditions agreed upon"at time of purchase:,ppq.at.the price.appearing P { ) o,n th,is contract-form_Thts"assa,Os"s U d"eicisting strlastrucfures;supersfructure oriel points,of atfaciimenfs. Extra labor ar material incident to instaflation 66c`essitated b}..defective substructures,.superstructure,points::of attachment,or the moving"-of"fixtures or appi'sances:#o be billed at extra.cost to custom- er,D'O NOT SIGN THIS.CONTRACT UNTIL COMPLETE AND YOU HAVE t3EAD THE TERMS AND C4N.DITION.S OF THIS CONTRACT. BY°SIGNING BEcOW, YaU ARE"AGKNOINLEDGiNG THATYOU HAVE READ;:UNDERSTAND AND AGREE TO THE TERMS AND.CONDITIONS SET FORTH ON THIS"CONTRACT-.Y IVARE ENTITLED:TO A-COPY OF ON. AA AT THE TIME OF SIGNATURE. Nt T1.CE TO OWNER:-ACCORDING TO FLORIDA.1 CONSTRUCTION LIEN LAW (SECTIONS 713.00.1 713.37, FLORIDA : STATUTES}, `THOSE WHO Ultt)RK ON YOUR PROPERTY Q,R PRO MATERIALS AR'IJ SERVICES AND ARE NOT Store 1854 Project No.57367672.1 for RHIANNON GOODSON Page 3 of 7 STORE'COPY PAID IN FULL HAVE A Rl . HT T� ENF _,R E:THEIR: LAIM F R:PAYMENT AGAINST Y UR PROPERTY. THISAIM I KNOWN AS A CON�TRUCTIC3I LIEN. IF YOUR CONTRACTOR I A SUBCONTRACTOR FAILS To PAY SU.BCGN: TRACTORS., SUB-SUBCONTRAC.TOR :OR :MATERIAL SUPPLIERS, THOSE PEOPLE 1NH0 ARE.OWED' MONEY MAY _ _1.Q_{}K_TO_/OL P�1PEF-V FO P-A MkkT,-.EVEN--IF-Vd7 1=HAVE-ALR-EADYN Aib-y-v :t3RR {3NTRACTf f iN-FUt[.:;tF- - --- - YC)U FAIL TO PAY YOUR CONTRACTOR,.:YOUR CONTRA' -Oft' MAY:ALSO HAVE A.LIEN ON YOUR PR©:PERTY. THIS. MEANS.IF A LIEN lS FtLED YOUR PROPERTY COULQ BE SOLD.AGAINST YOUR WILL TO PAY FOR LABOR, MATERi- ALS, OR. OTHER SERVICES THAT YOUR.•CONTRACTOR OR A� SUBCONTRACTOR MAY HAVE ;FAILED TO PAY.TO PROTECT YOURSELF;.YOU SHOULD STIPULATE IN THIS CQNTRACT THAT BEFORE ANY PAYMENT`lS.MADE, YOUR CONTRACTOR 15`REQUIRED TO PROVI[IE YOU WITH A,1NF 1TTEN RELEASE{}F LIEN FRO ANY PERSON OR COtUI� PANY THAT HAS PRdVID.ED TO YOU A::;"NOTICE TO OWNER;" FLORIDA`S CONSTRUCTION LIEN LAW 15: COMPLEX, AND IT IS:REC{3NtItENDEI?THAT YC}U:CfISl3 TAN ATT+f3Rl11EYf WITNESS OUR HANO(S}.AND:$EAL(S)BELOW:THI,a ` DAY OF . e Lowe's Home"Centers,.,LLC .: - ::, By: (Seal) Prtrit Name: Address (Seal} Owner . city. Siafe 1 Ptovince Zip Postal.Code t Print7Vame (Seat) Co-Owner.or Witness Print Name .. Cta tomes acknowledges receipt:.of:a true copy whicFi was:comptetety fitted in pnor.to Customees k6cvtiori=herenf:Yian.the customer:mayeanpetthts transactio n at any time prior to hildni ht an the:third..l usiness day.after the date of this:transaction.See-the attached Notice of Reght taCancei for an exptanaIt of this_dght. . . . Store 1854 Project No.573676721 for RHIANNON`GOOD.SON Page 4 of 7 Page 1 of 2 / Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL12509-R5 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived El Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative �qk h/ Address/Phone/Email ®��+ 9%- 4�4;/®SF` R/®�<c'O /`/® Category Exterior Doors /� p 8 eC%� �/J Subcategory Swinging Exterior Door Asseemwm/d,—/ o r/ C co,, 13 , Al Compliance Method Certification Mark or Listing �' Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Manag ent Institute Referenced Standard and Year of Standard ( ) Standard Cif `j` `�` ., Year ASTM E330 �` r�- 2002 ASTM E331 2000 TAS 202 1994 Equivalence of Product Standards \ `l Certified By Florida Licensed Professional Engineer or A FL12509 R5 Equiv ASTM E84 Equivalency etter 17-08-31,pdf Product Approval Method Method 1 Option A Date Submitted 10/02/2017 Date Validated 10/03/2017 Date Pending FBC Approval Date Approved 10/11/2017 Pummary of Products http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdN... 4/6/2019 Page 2 of 2 FL# Model,Number or Name Description 12509.1 Finishield/Gladiator 12'-5"x 6-10",Glazed Steel Wood Edge Inswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R5 C CAC NI009861-114 NOPC.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/31/2020 Design Pressure:+45/45 Installation Instructions Other: FL12509 R5 II_JW192008 SS 2015-01-07.pdf Verified By:Hermes F.Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R5 AE PER3319 SS 2015-01-07.pdf Created by Independent Third Party:Yes 12509.2 Finishield/Gladiator 12'-5"x 6-10",Glazed Steel Wood Edge Inswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R5 C CAC NI009861-R4 NOPC.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/31/2020 Design Pressure:+55/-55 Installation Instructions Other: FL12509 R5 II JW192008 SS 2015-01-07.pdf Verified By:Hennes F.Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R5 AE PER3319 SS 2015-01-07.pdf Created by Independent Third Party:Yes 12509.3 Finishield/Gladiator 12'-5"x 6-10",Glazed Steel Wood Edge Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R5 C CAC NI009861-R4 NOPC.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/31/2020 Design Pressure:+45/45 Installation Instructions Other: FL12509 R5 II JW122008 SS 2015-01-07.pdf Verified By:Hermes F.Norero,PE FL PE 473778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R5 AE PER3320 SS 2015-01-07.0 Created by Independent Third Party:Yes 12509.4 Finishield/Gladiator 12'-5"x 6-10",Glazed Steel Wood Edge Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R5 C CAC NI009861-114 NOPC.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/31/2020 Design Pressure:+55/-55 Installation Instructions Other: FL12509 R5 II JW122008 SS 2015-01-07.pdf Verified By:Hennes F.Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R5 AE PER3320 SS 2015-01-07.pdf Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdN... 4/6/2019 MATERIAL PROTECTION �T T'T� 1. ALL LATCHtLOCK AND HINGE HARDWARE L I�V TO BE OF CORROSION RESISTANT MATERIAL 148 1/2"MAX OVERALL FRAME WIDTH OR CORROSION RESISTANT COATED. 37 MAX. 371/4"MAX. d ME WIDTH MAX. 74'DOUBLE FRAME WIDTH tt7 FiNISHEElD/GLADEATOR STEEL DOOR FRAME WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH GLAZEDI2.Ox6.8 OUTSWING DOOR SYSTEM CORROSION RESISTANT STANDARDS AS 35314"MAX, p � IDENTIFIED IN THE FBC. 35 314"MAX. 721/4"MAX. PANEL WIDTH > EC PANEL WIDTH F DOUBLE PANEL WIDTH m O GENERAL NOTES SEE DETAIL A 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH SHEET 6 (j F- C v THE CURRENT FLORIDA BUILDING CODE(FBC)BASED ON THE 6 OTE 6 6 OTE 6 Ir Q cf) SIGNED AND SEALED DATE:INCLUDING HVHZ AND HAS BEEN 'F EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM W W S 00 E331-00 AND ASTM E330-02. F-GO 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED f � lye 6 PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 21 1/8' 21 1/8" 21 1/8" 21 1/$° LD n 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED NOTES: x MAX d� �AXF J m S 1-ALL VIEWS FROM EXTERIOR. D.L.O. D. .O. D. O. D.L.O. Y O AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE Lu LLE to MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2-MULL POSTS&DOUBLE BACK z WIDTHDTH WID�i�I WIDTH d w 4.DESIGNED PRESSURE RATING SEE TABLE 1,PAGE 1. JAMBS ARE INTERCHANGEABLE. x 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE (SEE OPTIONAL CROSS SECTIONS) w REQUIRED FOR DOORS AND SIDELITES. 3-SURFACE BOLT NOT REQUIRED FOR > 26 1�pj ¢ 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, APPLICATIONS REQUIRING DP-45 OR O 7 w INCLUDING OVALS,SUNBURST AND ROUND-TOPS.ALSO LESS. ° B rw- o INCLUDED ARE INTERNAL AND EXTERNAL GRID,BLINDS Z�' 4-MASONRY AND CONCRETE INSTAL- :ENOTE4 V o n BETWEEN GLASS,EXTERNAL WROUGHT IRON AND DECO. LATION DETAILS. NOTE 4 7.SCALE BASED ON 11x17 SHEET SIZE. 5 POSITION AND NUMBER OF m 0 NOTE 2 25 N E rn a:,w n ANCHORS IN HINGE JAMB,LATCH 8 0 o f 8.ALL 1X&2X TO BE 0.55 SPECIFIGGRAVITY OR 1 NOTE w z JAMB OR SIDELITE JAMB WILL BE d o m o GREATER. THE SAME REGARDLESS OF ROUGH O O ¢ OPENING TYPE. FOR HORIZONTAL 3 w CROSS SECTION IN 1X BUCK OPTION O rn p tC= w IN MASONRY/CONCRETE,SEE Vf�!XED INACTIVE ACTIVE FIXED -0 w SHEET 8 FOR DETAILS. L4 WOO m v DOOR LEAF CONSTRUCTION: 6-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN ASTRAGAL m.-1xa ELFACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND MASONRY/CONCRETE,SEE SHEET 6 FOR 4 SURFACE BOLT 5 6 NOTE 4 DBL-BACK rN SUBSTRATE WITH LMC ADHESIVE. DETAILS. SEE NOTE 3 \\\ JAMB MULL POST rLL CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND DENSITY SEE DETAIL B b o EXPANED POLYSTYRENE(EPS). SHEET 6 QUAD UNIT(OXXO) o rwy PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED SCALE:1/2"=11.0° a O a FROM TWO SHEETS OF 25-GAUGE(.018°MINIMUM)GALVANIZED DESIGN PRESSURE RATING (OUTSWING NON-IMPACT) STEEL.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0" °r o> WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION m m LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL. THE REQUIREMENT IS NEEDED IS NOT USEDVIIA REQUIREMENT IS NOT NEEDED AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS {n O 38,400 psLTHE 1.688X1.203"BOTTOM RAIL CONSISTS OF WITHOUT WITH WITHOUT WITHOUT WITH w Uj w ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MINIMUM)STEEL. SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS g F_z�w j THE WOOD LOCK BLOCK IS 1.688'X 3 11$"X 12". POSITIVE *+45 T+55 +30 POSITIVE +45 +55 a - m FRAME CONSTRUCTION:THE FRAME JAMBS&HEAD ARE z w�z 2Q m NEGATIVE ~o E 0 w E a z CONSTRUCTED OF WOOD.THE SELL 1S COMPRISED OF A -45 -55 -45 NEGATIVE 45 -55 U w I=z a O Odw?�1 .00 NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM TABLE 1 O O o�❑ui s� CLADDING.CORNERS ARE COPED,BUTTED,&SEALED USING o a o a o Lu0.U w TABLE OF CONTENTS a O¢O¢ TA SILICONE. THE HEAD AND SIDE JAMBS ARE FASTENED USING NOTE:UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) a a FOUR 16 GA.7/16"X 2"STAPLES PER CORNER.THE SILL AND SIDE SHT# DESCRIPTION RATIO=OH LENGTH/OH HEIGHT IS EQUAL TO,OR GREATER THAN,1.0 0 JAMBS ARE FASTENED USING THREE 16 GA.7/16"X 2"STAPLES 1 TYP.ELEVATIONS&GENERAL NOTES N o PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED TYPICAL ELEVATIONS N N O O{L v -m Q THROUGH THE HEAD&SILL USING THREE#8X2-1/2'SCREWS PER TYPICAL ELEVATIONS Digitally signed by Hermes F.Norero,P.E w c"3 o END.A 3/8"HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAD TYPICAL ELEVATIONS ```11ts F ll+Iil7 Reason:I ig approving this document AND,THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED 5 VERTICAL CROSS SECTIONS&B.O.M. 0 O son:I am approving 4:55:55 is document USING TWO#6 X 1 112"SCREWS TO RECEIVE THE TOP AND 6 VERTICAL CROSS SECTIONS �� .y„1 7 o U m 4 Z off�Ncni—{ BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO 7 HORIZO TAL CROSS SECTIONS ( � p DATE: THE FRAME USING FOUR 16 GA.7116"X 2"LONG STAPLES PER 8 HORI70 TALCROSS SECTIONS -Z" 1.0 HERMES F.NORERO sca E: 8/12/0$ STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY& 9 ANCHORING LOCATIONS&DETAILS T AS NOTED THE FIXED PANELS/FRAME JOINERY ARE SEALED AT THE 1 ANCHORING LOCATIONS&DETAILS =* ! =* FLORIDA P.E.NO.73778 OwG.BY.. WBD EXTERIOR USING 1199 SILICONE. 11 ANCHORING LOCATIONS \ v Tf 398 E.DANtA BEACH BLVD. —"' 12 UNIT COMPONENTS&DETAILS \ on '•, fJ CH .BY: S.FREY 13 VENT LITE DETAIL \ HEIGHT % Oo DP.'2� SURE 338 DRAWING NO: 14 EACH,FL 33004 VENT LITE MATERIAL LIST \ HHr ''�� NALNGi FBPECEDANIRTOFAUTH.N0.29578 JW12200$ ,�tltllt ti�ittt�l sHw 1 OF 14 112"MAX.OVERALL FRAME WIDTH 111 1/4"MAX.OVERALL FRAME WIDTH 37 1/4"MAX. 74'MAX. 371/4"MAX. 37 1/4"MAX. 37 1/2"MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH 35 3/4°MAX. 36 3/8"WITH 35 3/4"MAX. O PANEL WIDTH -IFASTRAGAL PANEL WIDTH F � 35 3/4"MAX. 35 314"MAX. NOTE OTE SEE DETAIL A p � PANEL WIDTH PANEL WIDTH 6 6 6 6 SHEETS > CC 6 OTE 6 6 NOTE 6 SEE DETAIL A m 0 SHEETS — J 21 1/8" `21 1/8' 21 1/8 O' Z Q M MAX. MA W LL Do F 21 1/8' 21 118" 21 1/8" w D.L.O. D. .O. D.L O. LU Y =00 x MAX. MAX. = WIDTH �DTH WIN F LU Q I—,_ w D.L.O. D.L.O. O. O O 0 n <� x WIDTH WIDTH WID I F w c) Q o x I G p J LLl n J 2 p C Q 7 Q M Y 0_ O A Z NOT NOTE 4a �g5 o � LNOTE4 8 NOTE4 m a c p o NOTE 2 NOTE 2 m NOTES NOTE 2 NOTES 0` o mC9p !'NOTE 5 // NOTES O j— w W xow D f ` ` FIXED INACTIVE I ACTIVE Q o N 00 FIXED FIXED ACTIVE OTE 4 E rn ASTRAGAL OTE 4 03�N NOTE 4 SEE DETAIL B MULL POST SHOWN DBL-BACK SURFACE BOLT 5 o x 5 6 NOTE 4 5 6 5WOTE SHEET 6 JAMB MULL POST OPTIONAL SEE NOTE 3 SEE DETAIL B W p O } w MULL POST SHOWN SURFACE BOLT SHEETS =0 m m W DBL-BACK JAMB MULL SEE NOTE 3 112"MAX.OVERALL FRAME WIDTH N W x w POST OPTIONAL TRI UNIT IOXX)OR(XXOI �N ¢ 37 1/4"MAX. 371/2°MAX. 37 1/4"MAX, a U TRI UNIT(OOX)OR(X00) FRAME WIDTH FRAME WIDTH FRAME WIDTH SCALE:1/2"=V-0" co o x a SCALE:1/2"=V-0' 35 3/4'MAX. 35 3/4"MAX, o w o SEE DETAIL A PANEL WIDTH PANEL WIDTH SHEETS 6 OTE 6 NOTE 6 a C7 a co03m f 21 1/8" 21 118' 21 1/8° NOTES: = MAX, MAX, 1-ALL VIEWS FROM EXTERIOR. w W w D.L.O. D.L O. D.L.O. 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. Z 0¢ x WIDTH WI DII WIDTH F (SEE OPTIONAL CROSS SECTIONS) p¢a z p x 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING O w U 0 0 _j w DP-45 OR LESS. o¢ul 0 U) j p x 4-MASONRY AND CONCRETE INSTALLATION DETAILS. W a a 0 w 0 ® z 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, tr ¢ LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME a o NOT O NOTE 4 `� a REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL N o o w m CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, o `"Q m o NOTE 2 D N T=2 ° SEE SHEET 8 FOR DETAILS. N o cO �'� 6-FOR VERTIC(i)tVANU1iO4 N 1X BUCK OPTION IN NOTE "��CTIIE MASONRIO$IgIiE71&O SHEET 6 FOR DETAILS.N�.'f / 2/08 �`r ' + p sAcAlE:ASINOTED FIXED FIXED HERMES F.NORERO DWG.BY: WBD FLORIDA P.E.NO.73778 SEE DETAIL B NOT 5 NOTE 4 � � 398 E.DANIA BEACH BLVD. cHK.BY: S.FREY SHEETS SURFACE BOLT MULL POST SHOWN- TRI UNIT(OX01 �� �'%�........ ��`� SUITE 338 DRAWING NO.: SEE NOTE 3 DBL-BACK JAMB MULL SCALE:1/2"=V-0" �i�SS/ G`� DANIA BEACH,FL NO.2 JW122008 POST OPTIONAL i�7j�rON,;,,``�� FBPE CERT.OF AUTH.N0.29578 SHEET 2 OF 14 r. oat > cr- ma z 0 co n u_cli w co LLI `1 :C OD 74-MAX,OVERALL FRAME WIDTH 72 1/4'MAX.PANEL WIDTH 74 3/4-MAX,OVERALL FRAME WIDTH SEE DETAIL A 371/2"MAX co — 35 3W PANEL WIDTH SHEETS FRAME WIDTH Uj N 353Wn 35 3t4*MAX, — SEE DETAIL A -13 m Sc a- SEE DETAIL A PANL WIDTH PANEL WIDTH 353/4'MAX 36 [SHEET6 IT�s SHEET 6 PANEL WIDTH ASTRAGAL 318"WITH lih P '�40TE 6 @%OTE 614 p I, '* OTE 6 j OTE 61 0 0 ;01 211/8* 21 1/8' MAX. MA)/ w�w MA 211/8 cc 1,9,w :c ui D.L.O. I 'T — - WIDTH YADTH 'D U) 0 VDi 16 -3 O�W 10 w Dj.� N 9 1— ru WIDN 0 #10TH W1 -4 x Oz U) -1 0 Z ru o 0 3: 0 W 7 0 wx 00 w w 0> 7 1 0 :��- 17 a 0 w w 17 z<W ell T01 4 Z NO 4 N NOR 4 0 12-N v 17 �Iv ZLU- w 9 9 NOTE 4 �2 LW9 w NOTE NOT �e E2 A D w 0 NOTES C) NOTE5 MOTE 5 or `Y m) ZD NOTE5 2 FIXED ACTIVE Cl> NOTE OT w cow NOTE NOTE4 1� SURFACE 2BO T74/ �SEE DETAIL B SURFACE BOLT r(C 0 co Kv z z�co ASTRAGAL SEE NOTE 3 SHEET 0<a-z _/- \—SEE DETAIL B Ul a 0 SURFACE BOLT-/ SHEET6 s 'a -- C9 Fo SEE NOTE 3 SHEET SIN GI UNIT (X) o 8 Lq m 5; INACTIVE ACTIVEV�LCTIVE DUAL UNIT (OX) OR (XO) SCALE: 1/2" =1'-O" SCALE: 1/2" =1'-O" UAL UNIT.(XX) SCALE: 1/2" =1,-O" NOTES: v N 50i W 1-ALL VIEWS FROM EXTERIOR. 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. (SEE OPTIONAL 3-SURFACE BOLT NOTCROSS REQUISECTIONS)RED FOR APPLICATIONS REQUIRING ss F. z DP-45 OR LESS. fy 4-MASONRY AND CONCRETE INSTALLATION DETAILS. DAM 8112108 0 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, -- SCAAX-*AS NOTED LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME RNORERO DWO,BY: WBD REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL IDA P.E.NO.73778 T LOR U 398 E.DANIA -K. S.FREY BEACH BLVD. CROSS SECTION IN IX BUCK OPTION IN MASONRYICONCRETE, 0 SUITE 338 DRAWNG NO.: SEE SHEET 8 FOR DETAILS. ccS DANIA BEACH,FL 33004 JW122008 6 FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN 's'/o - " MASONRY/CONCRETE, SEE SHEET 6 FOR DETAILS. NAIL- %' FBPE CERT.OF AUTH.NO.29578— — SHEET.3_OF_14 105'MAX.OVERALL WIDTH 15 1/2"MAX 89 1/2'MAX.OVERALL WIDTH 371/2"MAX SEE DETAIL A FRAME WIDTH 15 1/2 MAX' 74 MAX.FRAME WIDTH FRAME WIDTH FRAME WIDTH 5 3/4' 36 318' SHEET6 14'MAX 36 318 WITH 35 3/4 MAX DETAIL A 35 3/4"MAX W/ASTRAGAL PANEL WIDTH 14'MAX' ASTRAGAL PANEL WIDTH SHEET 6 PANEL WIDTH n MAX. PANEL WIDTH 01 D.L.O. 6 OTE 6 6 NOTE 6 7T64NOTE6 SEE DETAIL A5 3/4" SHEET6 6OTE 6MAX.D.L.O. II OTE 6 00 co J � U CC FN �E MAX.ID.L.O. MARS D.O. f 211/8" 1 1/8' 1MAX. Z a LL DNo / r MAX.6ZO. M D.L.O. D.L.O. d LU Y 2 co x c9 FNOT 2 F WIDTH g ¢� o w = 7 = a = p 1� QQ�in 7 x w OJ c9 w w °v C9 J n J 2 11 0 p NOTE z x w w M w Y n J Q LL Q p W 4 Q p Z K NOT O NOTE 4 'NOTE 4 NOTE 4 a LL LL O NOTE 4 a A 0 NOTE 4 m n 5 NOTE a O 5 NOTE5 NOTE5 m a0 00 w f 5 o w FI ED INACTIVE ACTIVE FIXED \ w FI D INACTIVE ACTIVE 1 ACTIVE 2i o 0 pOZ to 5 6 5 6 NOTE 4 SURFACE BOLT 5�i p OTE 4 ASTRAGAL 5 SEE NOTE 3 QUAD UNIT (OXXO) NOTE 4 SURFACE BOLT SEE NOTE 3 SURFACE BOLT o , Q SEE DETAIL B SCALE: 1/2" =1'-0" NOTE 4 5 SEE DETAIL B SEE DETAIL B 5 SEE NOTE 3 W O O J W ASTRAGAL SHEET6 SHEET6 SHEET 6 x 0 0D m W 53"MAX.OVERALL WIDTH TRI UNIT (OXX) OR (XXO) SINGLE VENT UNIT (X) W z w 68 1/2"MAX.OVERALL WIDTH SCALE: 1/2" =1'—O" Z w 4 m Q 37 1!2'MAX. 15 1!2'MAX. 37 1/2"MAX. SCALE: 1/2" =1�—O" �F w < U FRAME WIDTH FRAME WIDTH c~i rn= D_ FRAME WIDTH w o NO E 6 35 314"MAX. 35 3/4"MAX. 15 1/2"MAX. 14"MAX.PANEL WIDTH PANEL WIDTH 0 ~ 5 3/4° 600 PANEL WIDTH FRAME WIDTH NOT 6 a O MAX.D.L.O. {� 14"MAX. 5 3/4'MAX.D.L.O. 0 r SEE DETAIL A 6 OTE 6 I I PANEL WIDTH SEED TAIL A ; � OTE 6 O m SHEET6 SHEET6 NOTES: w rn w 1-ALL VIEWS FROM EXTERIOR. ¢ w m �1 1/8" M .D.L.O. 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. Z Z w MAX,.L.O. \ _ (SEE OPTIONAL CROSS SECTIONS) U w=o ZO F = = c9 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING oo Q U O rn = c9 of 2 W DP-45 OR LESS. O 0 w=> = o NOTE 4= w 4-MASONRY AND CONCRETE INSTALLATION DETAILS. Ws a U LU A � w 7 W 2 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, d 2 7 p NOTE 2 w ;p NOTE 0 ¢ w LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME b o rn w NOTE 4 kzj '� = p � a REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL o N 0 CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, '� a m o NOTE 2 G NOTE 4 °� SEE SHEET 8 F AILS. 61 m 6-FOR VERTI(jYl}L 9l 1X BUCK OPTION IN O 8 MASON�111C HEET 6 FOR DETAILS. U m¢Z NOTE 5 � :: �O i DATE: 8112108 f NOTES / f O E5 = ooII 5 AS NOTED 7`•l�' �HERMES F.NORERO FI D ACTIVE '* * DWG.BY: WBD SEE DETAIL B RD ACTIVE FIXED SEE DETAIL B '_ T�% IDA P.E NO.73T78 3 8LE.RDANIA BEACH BLVD. CHK.BY: S.FREY SHEET6 NOTE 4 SHEET6 5 5 6 NOTE 4 % p� q�0)Z10P �� SUITE 338 DRAWING NO.: 5 5 6 DUAL UNIT 0 OR XO SURFACE BOLT i��'�oS'S+/ �C1G`��` DANIA BEACH,FL 33004 JW122006 SURFACE BOLT TRI UNIT OXO) (-�'� ( , 6 SEE NOTE 3 �i7j ONAl- �% FBPE CERT.OF AUTH.NO.29578 NOTE4 �, NOTE4 6 SEENOTE3 SCALE: 1/2 =1 -0" SCALE: 1/2" =1'-0" i��1f111»� SHEET of 14 1' 1"MIN Item DESCRIPTION Material MI MIN. 1"MIN 1° 1"MIN N. MIN. 1 HINGE JAMB 1 1/4'x4-5I8°FINGERJOINTED PINE PINE 2 HEAD JAMB 1 1/4°x4-5/8°FINGERJOINTED PINE PINE 5 2g iv 5 28 `2 5 28 3 LATCH JAMB 1-1/4'x4-5/8'FINGERJOINTED PINE PINE �' w OTE 1 w OTE 1 w OTE 1 4 SIDELITE JAMB 1-1/4'x4 518°FINGERJOINTED PINE PINE rn z SHEETS _—z SHEET 6 � SHEET 6 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1l2'MIN.EMBEDMENT STEEL �j CC v= - 29 29YDE 6 4"x 4'BUTT HINGE 12GA .089'MIN STEEL m O 7 #8 x 3/4'PHILLIPS FLATHEAD WOOD SCREW STEEL Uj 2 2 8 98 x 1 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL 0 DC Lo J Lo 9 3/16'ITW BUILDEX TAPCON WITH 1 114'MIN.EMBEDMENT STEEL z 0 Q CM 47 10 COMPRESSION WEATHERSTRIP LoxSeal 650 VINYL Z W W co N 11 AFCO A-297 OUTSWING BUMPER SILL 6063-T5 AUCOMPJPVC W Y 2 00 SEE DETAIL A 16 SEE DETAIL A 35 12 DOUBLE BACK JAMB LAMINATED VENEER LUMBER LVL LVLSHEET12 3713 EXTRUDED ASTRAGAL GLOBAL#79-WATA-0LH-R17 6063-TEAL ALUMINUM10 SHEET 12 Jn 16 SEE14 #8 X 1"PHILLIPS PAN HEAD SHEET METAL SCREW STEEL W31 A S15 ATA STRIKE PLATE-R4 GLOBAL PRODUCTS STEELY d3116 TOP RAIL LAMINATED VENEER LUMBER LVL30 17 BOTTOM RAIL 25GA 0.018"GALVANIZED STEEL STEEL 30 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL 31 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL cc 21 21 40 20 LOCK BLOCK 1.688 X 31/8'x 12°LG PINE PINE 00 1.00°O.A. C 21 ODL LIP-LITE FRAME 9686-BKWD NOA:#13-0219.03 POLY-PROP. 0 INSULATED 1.00"O.A. 22 1.00-O.A.INSULATED TEMPERED GLASS GLASS w TEMPERED GLASS O INSULATED 0 23 16 Ga.7/16'CROWN x 2"LONG STAPLES STEEL IY o w o = TEMPERED GLASS o w 24 CORRUGATED NAIL 1/2'x 1 1/16'25 GA STEEL ¢ow co z 0 w x 25 KWIKSET LOCK SERIES 400 STEEL p O Z O w x M O 26 KWIKSET DEADBOLT SERIES 980 STEEL g O 3 U r w = 27 #8 x 2 112"PHILLIPS FLATHEAD WOOD SCREW STEEL co O SEE DETAIL A z SEE DETAIL A X o m w 28 2x WOOD BUCK GRD 2 SOUTHERN YELLOW PINE WOOD 0 U— SHEET7 a SHEET7� w = WOO mw 30 CO 29 NON-COMPRESSION SHIM 1/4"MAX.THICKNESS WOOD N o m w 30 EXPANDED POLYSTYRENE 1.0 TO 1.25lbs DENSITY MFG BY JELD-WE FOAM Z iw o N O w 31 STEEL DOOR PANEL SKIN MATERIAL(25 GA GALVANIZED) STEEL i+ a < ¢w 22 / n 31 A-525 COMMERCIAL QUALITY 0.018'MIN.THICK.) ALVANIZED w W : 2 O 21 '� o. 32 VINYL DOOR BOTTOM SWEEP VINYL a a w m a 33 CORNER PADS 2,LOCATED AT THE BOTTOM OF EACH JAMB LEG PLASTIC a (7 a EL 21 SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP 30 N (, 34 #6 x 1 1/2'PHILLIPS WOOD SCREW STEEL � d c m %I 43 35 SOLID MULL POST LAMINATED VENEER LUMBER LVL co 0 31 30 36 3/8"QUARTER ROUND MOULDING WOOD w z 40 37 SILICONE BEAD DOW 1199 SILICONE z 1i w m 10 31 38 AFCO A-496 THRESHOLD OPTIONAL 6063-T5 AUCOMP. z z Z N 17 39 ASTRAGAL THROW BOLT,STEEL ROD,5/16 DIA.x 18" STEEL O w<0 z 32 10 17 32 40 IVES SURFACE BOLT#454 8.0"L X 3l4"W X 1/4'THK. STEEL o<W czi(9 44 41 ODL MODEL 799 VENTED HALF LITE PLASTIC a o a o a v w 42 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD a 0¢O 38 11 32 45 46 cO 43 SEX BOLT 10-32 X 1-9116 LG X 5/16 BARREL STEEL 38 11 44 IVES SURFACE BOLT SPACERS STEEL N 0 o w NOTE 1 37 45 IVES SURFACE BOLT STRIKE PLATE STEEL N a o SHEET 6 45 #8 X 3/4"LG FLATHEAD WOOD WS FOR STRIKE PLATE STEEL 5 5 NOTE 1 47 1 1/4"BRAD NAIL 18 G ��� �i� STEEL iv m I HEET 6 _ NOTE 1 �� �i 0 0 m¢Z w—{ 28 N 1" 2g N 2 28 5 HEET 6 �� )� DATE: 8112/08 1" w 1"MIN ��w �::�.. ;:O MIN 1"MIN MIN 1' z 7 SCALE AS NOTED MIN 1'MIN _* -"*! HERMES F.NORERO FLORIDA NO.73778 DWG.BY: WBD VERTICAL CROSS SECTION, T 398 E. IDA P.E.P.BEACH BLVD. c x.BY: S.FREY ACTIVE DOOR TYP. VERTICAL CROSS SECTION, VERTICAL CROSS SECTION, �1 SIDE LITE TYP. �1 SURFACE BOLTS TYP. �0�=. ( P;'=�u� SUITE 338 DRAW NGNO: 5 WOOD FRAME INSTALLATION 5 WOOD FRAME INSTALLATION 5 WOOD FRAME INSTALLATION ���F`S�''""" G�.��� DANIA BEACH,FL 33004 SCALE:3"=1'-0" SCALE:3"=V-0" SCALE:3"=V-0" i��S70NAl��``�� FBPE CERT.OF AUTH.NO.29578 JW122008 �III11111 SHEET 5 OF 14 1'MIN.EDGE 1"MIN.EDGE DISTANCE 1"MIN.EDGE II— DISTANCE 1'MIN.EDGE I"MIN. 1•MIN r DISTANCE I F—DISTANCE m 1"MIN. of 1"MIN. o Z 9 28 42 NOTE 2 W 9 28 42 NOTE 2 CD �z - 'e .. 9 z 9 z > ♦ .'a. - J i •.♦e ♦ e♦ ♦.e Sw 3w H (n� ♦ J jr 29 Zg 42 42 Z O Q M 2 ��— 2 L L w Y =op Y IY 29 29 <of Q a O � n �� z~ - 2g 47 � � w W n -1 16 = 36 p N 2 2 i- M O_ co SEE DETAIL 37 16 F SEE DETAILA SEE DETAIL A SEE DETAIL 10 31 SHEETI2 w SHEET 10 SHEET 1D SHEET 12 1'MIN.EDGE 1"MIN.EDGE 30 31 DISTANCE DISTANCE 30 C VERTICAL CROSS SECTION VERTICAL CROSS SECTION 0 ©FIXED UNIT 1 X BUCK OPTION IN 6 OPERATING UNIT 1 X BUCK OPTION IN p❑ 21 21 MASONRY & CONCRETE INSTALL MASONRY & CONCRETE INSTALL w� SCALE:3"=l'-O" SCALE:3"=1'-O" m p w -+ 1.00'"O.A. 1.00"O.A. of W y i m INSULATED O INSULATED o 1 5/8" EDGE OF o p Z 00 TEMPERED GLASS Jo TEMPERED GLASS o 1/8" PANEL \ g 3 3: U m = 0 _ -� EDGE O \ o of _rn p g Lu of / PANEL/' �O� a1 m w m = Fw- ao = - 1 1 =o. m ¢O F- w SEE DETAIL w w z w Ln w X w O m SHEET7 SEE DETAIL z / 1 z W o af p Q a SHEET? nQ LL � / ❑ z 22 W O o � � / n 22 \ / a 0 Qa 21 1/8" ❑r 1 518" N O m a D �a 21 / m a DETAIL A SURFACE DETAIL B SURFACE 30 O [7 BOLT TOP LOCATION BOLT BOTTOM LOCATION Lu N N W m SCALE:2"=l'-O" SCALE:2"=l'-O" 30 z c7 31 z (n NOTES: l w m o o 31 1. FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 9,10,&11. ❑¢ui O D 10 17 17 2. 1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS a?a p LLI 6 D SHEET 6. HORIZONTAL SECTIONS:DETAILS SHEET 8. 37 32 1" 3. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW N N o w 38 it MIN 1" 37 CONFIGURATION. N ago 38 11 MIN 4. OPTIONALLY,ANCHORS CAkf ilMfTq IN NARROW SECTION OF HEAD OR JAMB 32 AS LONG AS MINIMUM`Fc(+4B �E�9TlXy�EVED. +- �-¢p.A.. z ����• QO i DATE: 8112/08 e a "..'e .• — 7 SCALE:AS NOTED 9 9 =* / *' HERMES F.NORERO ? _ 1" I _�? o T'T �F FLORIDA P.E.NO.73778 DWG.BY: WED r W MIN MIN -yl W MIN MIN. p _ P � 398 E.DANIA BEACH BLVD. CHK.eY: S.FREY SUITE338 DRAWINGNO.: �1 VERTICAL CROSS SECTION,ACTIVE DOOR TYP. VERTICAL CROSS SECTION,SIDE LITE TYP. DANIA BEACH,FL 1111 ,JW122008 6 MASONRY AND CONCRETE INSTALLATION 6 SCAONRY AND CONCRETE INSTALLATION �i��i TON,; ��� FBPE CERT.OF AUTH.NO.29578 SHEET 6 of 14 SCALE:3"=V-0" SEE DETAIL E SHT.9 SEE cSEE DETAIL A SHT.9 �^ SHT.9ETAIL A o SEE•DETAIL A n 5'TYP - HT.10 0 rn -1 o I � 9'TYP SEE DETAIL D a J 6"TYP SHT.10 // SEE DETAIL A L "TYP SEE DETAIL A m O = 'TYP 3"TYP ISHT.10 O� 5.NP P P / SHT.10 V co / J w L1 I I I I I I I I I I I I I 1 _ �\ Z a L a = 2' I II11111 _ w F I I I 12° I - W Y 2 000 0 _ I I I J Q 4 u- = IL - ° - Mu Ln w I SEE NOTE 2 _32, I w a I W I,- _ } Ch `L D- Q F I eD a ,42" f K r` LL m I pBL JAMS -52" I - - I (OPTIONAL I (WOOD INSTALL) 5 I I I �dS. (WOOD INSTALL)5 I -82' I m _ (MASONRY INSTALL) g o E DETAIL 13 (MASONRY INSTALL)g 72" I I TYP 0❑ ` SHT.10 _ 1 TY �,778a w / 5 (WOOD INSTALL) 1 I I I I I I I I I III Ile,1 I I \ I I I 1 1 1 1 1 1 w O w z SEE DETAIL F J (MASONRY INSTALL) \ O w O SHT.9 P ¢O O r ANCHORING LOCATIONS O O Z v w OUTSWING SINGLE UNIT (X) SEE DETAIL B S 0� 0 SEE DETAIL B 0 S SCALE: 3/8" =1'-O" SEE SHT.gETAIL C SHT.10 SEE DETAIL C SHT.10 O o j 0 SHT.9 ANCHORING LOCATIONS DOUBLE ANCHORING LOCATIONS DOUBLE =0a0 a; 0 OUTSWING UNIT W/ 1 SIDELITE (XXO) OUTSWING UNIT (XX) W z W x SCALE: 3/8" =1'-O" SCALE: 3/8" =1'-O" mwN w z NOTES: o 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR o NOTE 7 NO AND EXTERIOR SURFACES AT SPACING SHOWN, +/-1 FOR a 0 0 TOTAL OF NINE FASTENERS PER SIDE. O} 8 \ 7 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS co 3r 1 NOTE 6 ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. NOTE 6 ❑ / 3. SEE SHEET 10 FOR LATCH AND HINGE LOCATIONS. w w W 7 / 4. SEE SHEET 10 FOR SIDELITE FASTENER LOCATIONS. z z DETAIL C 5. SEE SHEET 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR v w=0 0 LOWER SURFACE BOLT STRIKE PLATE DETAIL D QUARTER ROUND MOULDING ATTACHMENT. o Q 0 0 LATCH & DEADBOLT 0 O ui 0 D DETAIL A DETAIL B & LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES 6. ASTRAGAL THROW BOLT HOLES AT HEAD AND SILL ARE DRILLED a a-d 0 Lu UPPER SURFACE BOLT STRIKE HINGE DETAIL SCALE: 1/2" =1'-O" SCALE: 1/2" =1'-O" AT FABRICATION WHEN ASTRAGAL IS APPLIED AND THROW BOLT PLATE & UPPER ASTRAGAL SCALE: 1/2" =1'-0" LOCATIONS ARE DETERMINED. STRIKE PLATES ARE ATTACHED IN a o rn BOLT STRIKE THE FIELD. c-1 0 o w SCALE: 1/2" =1'-0" 46 7. TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATION. 45 NOTE 7 SURFACE BOLT HOWLE ALSO DRILLED AT FABRICATION WHEN D O BOLT LOCATIOt,J$� I INED. STRIKE PLATES ARE ATTACHED IN THE FlE�D��Es..i.. 0 7�i� O m¢z •'AO DATE 8/12/08 / o 7$%,;,. SCAIE AS NOTED 46 HERMES F.NORERO Dwc.ev: WBD FLORIDA P.E.NO.73778 45 NOTE 7 Iu 398 E.DANIA BEACH BLVD. cHK.Bv: S.FREY DETAIL EAT HEAD DETAIL F AT SILL '�0��':� OP'G�? SUITE338 muwwGNO-- DANSURFACE BOLT PLATE SURFACE BOLT PLATE ���is`S�ONALE?��� FBPECEIR.OFAUTH.NO 29578 A BEACH,FL 33004 1W122008 SCALE: 1/2" =1'-0" SCALE: 1/2" =1'-0" IIIIII,��, SHEE19 OF 14 SEE DETAIL A SEE DETAIL E SHT.9 SHE.9 - o (D SEE DETAIL C SEE DETAIL D SEE DETAIL C t] rn 0 5^TYP SHT.10 SHT.10 CL 5"TYP SHT.9 NP SEE � ro. m of 9"TYP 9^TYp DETAIL A � m � � F 6°NP SEE DETAIL r � � � � r,m F6"NP 6"NP SEE DETAIL A 3°TYP D SHT.10 SHT.10 S2 0 SEE " Z O Q 3"TYP 3'NP SHT.10 1 w I I I I I I I I I I 1 1- = DETAIL D _ LULL Do - I 2" I SHEET 9 W Y 2 00 I 1 I I 11 I I I I I111 I I I 12 I I_ _ 12" qa QJ _ I I I I -12° I w _ I I -22k I x SEE 1- (9 I w LL SEE NOTE 2 4� DETAIL B 1 j n 2 a _ I Ii" I _ MULL POST 32 I c SHEET9 cl) YQ MULL POSTI SEE NOTE 2 -32" U. _ -42^ _ m _ _ DBL JA BS -42° -52" i IDBLJAMBS I OPTIONAL OPTIONAL -52" ^ _ (WOOD I TALL) 5 -62' n - I L INSTALL)5 I -62^ I _ (MASONRY I TALL)TMp 72' LLL o o INSTALL 9 I _ I I ,-78j•I w YP I _ L 1 I t t t 111 1 1 t i1t 1 0,Lou o i I Ili III III III �I I I I QOZ F LATCH AND HINGE MULLIONS O O 0 rn SEE DETAIL B TYP FOR ALL FRAMES 3 3: 0 d SHT.10 SEE DETAIL F SEE SCALE:1/2"=V-0" p x O F SHT.9 DETAIL B 0 z SEE DETAIL C ANCHORING LOCATIONS DOUBLE SHT.10 =o° m O SHT.9 OUTSWING UNIT W/2 SIDELITE(0)0(0) ANCHORING LOCATIONS SINGLE Ln�j,fDc W x SCALE:3/8'=1'-0' OUTSWING UNIT W/2 SIDELITE(OXO) 2 38 11 Z w o w U LL-N w Z SCALE:3/8°=1'-0" 23 I rn o ¢ Q w o 1 3 4 D - 2 a 0 a is ❑} I 1 3 4 2 DO Do DETAIL A DETAIL B m TYP FOR HEAD TO SIDE JAMBS TYP FOR SILL TO SIDE JAMBS 23 qa SCALE:1-1/2"=V-0" SCALE:1-1/2"=V-0" w m Q w Q - 27 z z NOTES: �'❑Q LL Z 40 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR �F U o O 3 AND EXTERIOR SURFACES AT SPACING SHOWN,+/_1^,FOR o0 o ui= z z4 TOTAL OF NINE FASTENERS PER SIDE. a 0-IL0 wx 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. o _ 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. N o o w z 23 4.SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. N m Q 5.SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER a o _ ROUND MO WWOIAT., f HMENT. IZD 3 6. ALL VIEV�9`t'pp��A-,t•��--�Lry�/��{� � O m Q 0 P za �`Z: �` �Q % DATE: 8/12 08 t' scALE:AS NOTED HERMES F.NORERO DWG.BY: WBD = -1 T T� Q�F ?tY FLORIDA P.E.NO.73778 STAPLE LOCATIONS BRAD LOCATIONS DETAIL D �/ / 14f 398 E.DANIA BEACH BLVD. CHK.BY: S.FREY TYPICAL FOR ALL SIDELITES TYPICAL FOR ALL SIDELITES TYP FOR HEAD TO DBL JAMB �0� C Op•'\��♦� SUITE 338 DHAWINCNo.: SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" TYP FIL C OR HEAD TO MULL POST SCALE:1-1/2"=V-0" ���i�`rs/p......♦♦♦♦ FBPE NIIA BEACH, AUTH.NO.29578 JW122008 SCALE:1-1/2"=V-0" zj�/��f11��1��� sHEET10 of 14 z v2•-1 j —4 5/8"—I 2t 4" ~� N l0 r L o00o T -� N oCD v2•--� -�-1/8"(MIN) 4 9/16" I 5 3!8" > O WOOD JAMB BUTT HINGE OPTIONAL OUTSWING THRESHOLD m 1 FINGERJOINTED PINE 6 4x4x12 GA.STEEL AFCO A-496 O/S BUMPER SILL WITH PINE SUBSTRATE AFC A297 THRESHOLD J 2 SCALE:3'=1'-0• SCALE:3"=l'-0" 38 &DD-233-0 1 TSWING ADAPTOR BASE 11 6063-TS ALUMINUM/COMPOSITE PLASTIC ��1 1!2" Z O ¢M SCALE:6"=1'-0" SCALE:6"=V-0" 35 MULL POST D_ U_CV 3 O LAMINATED VENEER LUMBER(LVL) W Y =01) co 41; SCALE:6"=l'-0" A B 1/8"-� 1 3/8' 1 11116" LLo L� o c 13/8' T �-f C ] 1I8"yF-1-13/8" W ILIL_IUI 1��I I J r- Q= 5. N �_i c+1 Y a 8 1" 1 0 3/8'-I }�I v 2 " STILES AND RAILS 1 1 6� T A B 1. 16 TOP RAIL BOTTOM RAIL COMPRESSION 5/8" 18 HINGE STILE 17 25 GA.STEEL 19 LATCH SIDE STILE &WEATHERSTRIP SECTION A-A SECTION B-B LAMINATED VENEER SCALE:3"=l'-0" LAMINATED VENEER LUMBER(LVL) 0 VINYL L 650 LUMBER(LVL) SCALE:3"=V-0" cl ASTRAGAL GLOBAL w J VINYL .Z 6063-T6 ALUMINUM WATA STRIKE 8 DEADBOLT SCALE:3"=l'-O" Oo w SCALE:6•=l'-0' 15 SCALE:3"=1'-0' 6063 T6 ALUMINUM SCALE:3"=V-0• OF w F �O§ Z 'v NOTE: 0�'F a 1 3/4' 1.2"CUT -(1 3!4"It--{I11 LENGTH i^o" w p Or O T 39 ASTRAGAL BOLT N N 32 DOOR BOTTOM SWEEP 33 ORNER PADS MATERIAL:COLD ROLLED STEEL p LOCK BLOCK VINYL LA� ZINC&YELLOW CHROMATE 0 w o 20 FINGERJOINTED PINE 21 ODL LIP-CITE FRAME SCALE:3'=1'-0" SCALE:3'=1'-0" SCALE:3"=1'-0' If a SCALE:3'=1'-0" POLYPROPYLENE(NOA:10-1209.01) 3" SCALE:3"=1'-O" 8 0 -{-3/4' T- rn C9 A m o w z TTI I �� w 8e 27/6• I O + rL JZ W J 3/4"�{ r'-1 9/32' _� Z Z z HQ 0 0 OQ 0 OQ N ��45/8"� Uw=W w= z ou (9w oo H O Z H L)O O L0QW-J U' !!) N uj O r� WMO(LO Ow 0 0 wm¢O¢ iv 45 IVES SURFACE BOLT STRIKE PLATE low 1/4"MIN. STEEL IVES SURFACE BOLT SPACER L v a N o 11/32" SCALE:6"=V-0" PLASTIC 3• I— " N N o o W DIVES SURFACE BOLT SCALE:3"=1'-0" 8 N rn yv STEEL 12 LVL DOUBLE BACK JAMB m a ro o SCALE:3"=l'-O" LAMINATED VEj•WRILUbWf R(LVL) SCALE:6" i �Es F.!y0 � o O m¢Z 3/16"C-SINK. NOTE - i DATE 8/12/08 1-USE#10 WOOD INSTALLATION SCREW W/1.50"MIN.EMBEDMENT :' O WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. scAi E AS NOTED 2-USE#8 x 21/2'PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. 'Y'= HERMES F.NORERO_* * DWG.BY: WBD 3-USE 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED. D FLORIDA P.E.NO.73778 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. :. �/ L � Z 398 E.DANIA BEACH BLVD. CHK.BY: S.FREY O.t\ •. ( P'•'�r4� SUITE 338 DRAWWG NO, DETAIL - A �'�i�s`S�ONALE�G���`` BPECEDANIABEACHRT.OF L 330N0.01 9578 JW122008 SCALE: 1/4" =1'-0" rrrrrrrrlll►�% SHEETI2 oR 14 1/2"AIRGAP 1/8"TEMPERE o 1/8"TEMPERED SEE DETAIL A 0 °� 23 7/8" 11 16 k m 6 24 Z o M8 Z LU coF 1 W Y 2 CD m 2 g04 N 18 ^ "' SEE DETAIL B �j n Y 13A A4 DETAIL A 1 3/4"MAX GLAZING DETAIL 10 PANEL THK. AT HEAD RAIL Of 0 21 VERTICLE CROSS 0 SECTION w VENTED HALF 1/2"AIRGAP pw� zi 5 1/8"TEMPERE <00 z 1/8"TEMPERED 0 o z > 4 10 pR� n I 9 2 71 Wow J Q 3 ZWo w SECTION R-R B 15 F < Ei OUTSIDE FRAME VIEW 10 0 o w 0 VENTED HALF INSIDE FRAME VIEW : w 0 LITE 15 4 16 / 0 a SECTION A—A 11 4 DO m VENTED HALF LITE 12 13 1/8"TEMPERE / 16 20 1/B"TEMPERED w w w 14 1/2"AIRGAP z z CO to / DETAIL Q 0¢G.z 78 GLAZING DETAIL j F 0 0 0 19 / AT MEETING RAIL 0¢FD 0 W Ka EL0 23 18 17 INSIDE VIEW G.0 w 24 / 22 0 0 N Op F- N� 8 N rnm¢ NOTES: 0 sS�F�O �Ef 14 FOR ITEM DESCRIPTIONS. v m¢Z DATE: 8/12/08 7 scu.e:AS NOTED HERMES F.NORERO owc.Bv: WBD _ .fl ✓TTpp FLORIDA P.E.NO.73778 ry T 398 E.DANIA BEACH BLVD. CHK.BY: S.FREY SURE 338 DRAWING NO: Al-E�G\� BPE CEDANIRT.OF AUTH.NO A BEACH,FL 0 9578 JW122008 ` sNEET13 of 14 0 r. p � J MATERIAL LIST (VENTED HALF LITE ONLY) m O F- _j ITEM PART NO. DESCRIPTION QYT MATERIAL Z _j M 1 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C W u_m 00 2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C w `1 Do 3 16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 3 g Q i C p r- In 4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100% SOLIDS BUTYL ELASTOMER i c Y a 5 16825-000 GLASS, 3/4" x 20 19/32" x 16 11/16" 2 3/4" INSULATED GLASS ASSEMBLY 6 16828-000 #8 x 2" PAN HEAD SCREW 14 IZINC PLATED STEEL 7 12207-000 #6 x 3/4" PAN HEAD SCREW 7 ZINC PLATED STEEL 8 16809-000 SAFTEY LOCK, 2 NYLON 6/6 9 16829-000 #4 x 1/4" FLAT HEAD SCREW 6 ZINC PLATED STEEL 0 10 17041-000 FIN SEAL, ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL 0w w 11 16799-000 LOWER INNER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C o w w 1- J 12 16806-000 RIGHT LATCH 1 NYLON 6 ¢0 z w 13 16807-000 LEFT LATCH 1 NYLON 6 � 14 16837-000 Q-LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: Q-LON2 WEATHER SEAL 900 w00 w LL 15 16800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 =o p m 0 0 I_,cD X J 16 16801-000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C z w m 2 J li F N N m 171 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING o 0 w o 18 DOW 1 199 AR SILICONE SEALANT $ ' 19 16830-000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING ° 0 20 16838-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 304co 0 loom 3m 21 14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C w z 22 16841-000 1/16" SINGLE SIDED FOAM TAPE 8.3' POLYOLEFIN FOAM, ACRYLIC ADHESIVE w �w-p w w 23 16968-000 SCREEN CLOTH 21" x 24" 1 FIBERGLASS z z 0 a zF 24 10046-000 SPLINE 6.1' PVC ~❑LL 0 w¢D.z MIw-OzF-L) ❑Qw-J OO) �d0a0uj a Ow a=)ao¢ x V N O O p O N N CD w N � ��Q ♦♦```� S F. rlrO ,' ♦ U m Z G QO: DATE 8112/08 mz 7 scALE AS NOTED * * HERMES F.NORERO DWG.BY: WBD a T pF FLORIDA P.E.N0.73778 Z 398 E.DANIA BEACH BLVD. cHwDv: S.FREY (aFZ1UP;'_�� SUITE338 DRAWING NO.: DANIA L EaG�♦♦♦♦ BEACH,FL 33004 FBPE CER CERT. AUTH.NO. 9578 JW 122008 'r�r/rlllllll��`` SHEEYI4 OF 14