Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
20-22608
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22608 BUILDING PERMIT CFa ,, =PERMIT,INFORMATION :. LOCATION:INFORMATION :. "� N Permit Number: 22608 Address: 37350 DERBYSHIRE DR LOT 100 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: WEDGEWOOD MANOR Est. Value: Parcel Number: 10-26-21-0120-00000-1000 Improv. Cost: 8,878.00 >OWNER;INFORMATION` ' Date Issued: 3/17/2020 Name: SHIRK RONALD & JUDY Total Fees: 127.50 Address: 37350 DERBYSHIRE DR Amount Paid: 127.50 ZEPHYRHILLS, FL. 33542 Date Paid: 3/17/2020 Phone: (813)715-2634 Work Desc: INSTALLATION 11 WINDOWS & 1 DOOR S/S ,CONTRACTORS '' � APPLICATION`'FEES 2. _ LIPTON WINDOW & DOOR BUILDING FEE 127.50 V _ Inspections Required F OTER 2 D 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. &I R SIGNATURE I PERMIT OFFI R 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 d 5 ve -Z ].Phone Contact for Permitting .-r-Y-771 I III I I I I Owner's Name Judy Shirk owner Phone Number 1-813-715-2634 owners Address 137350 Derbyshire Dr Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address I JOB ADDRESS 1 37350 Derbyshire Dr Zephyrhills 33542 LOT# 100 SUBDIVISION Wedgewood Manor PARCEL to#1 10-26-21-0120-00000-1000 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRR ADD/ALT SIGN DEMOLISH R INSTALL REPAIR PROPOSED USE = SFR = COMM OTHER TYPE OF CONSTRUCTION 0 BLOCK Q FRAME STEEL DESCRIPTION OF WORK Replace size for size 11 Windows, I Door BUILDING SIZE I I SQ FOOTAGE= HEIGHT "V . . . . . . . . . . . . . UILDING $8878 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMP SERVICE 0 PROGRESS ENERGY W.R.E.C. =PLUMBING 1$ =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING = SPECIALTY = OTHER Oki/ FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YE S NO 41 — COMPANY Window and Door SIGNATURE _/ 01 REGISTERED I Y/ N FEE CURREN LY_LN J BUILDER 2, Lipton f4=4 Address 117335 Gunlock Rd Lutz FL 33558 License# I CBC1258461 ELECTRICIAN COMPANY = I SIGNATURE REGISTERED I Y/ N FEE CURREN Address License# PLUMBER COMPANY = SIGNATURE REGISTERED I Y/ N FEE CURREN Address I License# F_ MECHANICAL COMPANY = SIGNATURE REGISTERED I Y/ N FEE CURREN Address License# OTHER COMPANY = SIGNATURE REGISTERED Y/ N FEE CURREN Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItlillllllltlllllllllllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans wl Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Penrill for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. 9 9 1 9 9 11-41— . . . . . . . . . . . . . . . . . . . . . . . . . . Directions: Fill out application completely, Owner&Contractor sign back of application,notarized if over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power ofAttomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades AID Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The�un'datsigned-,unddrstands that this permit-maylbe subject to"deed"restrictions" which-may_bo:more restrictive--than:Count; egulations. The undersignedpassumes-,responsibility-fot,compligr, ithA;any ' applicable deed restrictions: � tN4#BENS'EDf3.QNRrA 10125ANQCONrtRAC ;ORRtSiONS#BCLTt�I # #�eiXnviii ttas.Fiired a coritfactor or contractors to undertake works,tiltylriyberequiredto be licensed in:acor{iac .with•:sta�e,:za_rd;lpca> regclati0iis °If the con#ractor s ciofiJlce,sedk as required by law, both the-owner-ano 4co aotor.tray-tr6°dlted-wfor,a,-misdemeanor violation under.,.state taw: if the owner;:�,q>,,fn#ended. on•.t#ractot:are uncertain;as:to�what liicens�(�g regtucsments ►rtaY.9001y for^the --iniended,-.w6rk;--they arwi0vised to contact the Pasco`County'Building=inspectiort-bivisi'ot�-"Licensing Section at 727-847- 80t}9. Furthermore, if the oa►itlaeX:faaS, i iGedF la contractor or,contracts he.,Is._ad ISed;:to have the contractor(s) sign port!ons•Hof_the`".contta'ctor:Block"::of;this:application.for.w.h h:tbey::.will:he;rv's.ponilbte...;.1'you, as the.owner sign as the contractor;;that may be an indication thaf he is not properly licensed--and is not entitled.4o•permitting privileges in Pasco cosmty,,.: TRANSPt3RTAT1nN iMPACTItJT#t 1TlES''tIVCPACT.ANDiRESQtIRCE RECOYERY`FEES: The undersign% ,Lo,4 n}de�rstaads than Fransportatidta�'Impac,L-Saes?andBecourse,-RecoVery Fees!,may:�appty to,�the;,eonstructiot)r.', nevri buildings;'change of use in existing~biiilditigs;or-expansidn'df-*6itTsling�tiulidin95, as specified in Pasco County Ordinance'-number,'A"7 and 90-07., as.amende,d....The,,unde�.!,gned atso uc det stands;w#1 Wsuch f6es,-as may_-tie due;wwlit�be�idbntifred'at &#me of permitting. it."irther=tyiacterstoottitaportatian:impac#fees and:Resource Recovery Fees must be-pald.prior to recelvin(p&-.certific te;`.of.occup ribjit r lii ai pow ar.t lease:4;lt t1x projectrdoa6vn'dV,!nvq(Xe4p cert�cata6of�occi'Ipe'tioy'or ftnal:power release Pa'soo. ounty Water/Sewer Impact "fees;ar 44,10,they must{be paid priot�tp l3fela'tif issuance in accordance;;viiitf applicabfa>Pa 66�County:arditianices .=CONST U#TfON i IEN t�l�flf=(C pear' ,; #oriel I Statutespes,amopwec#). t#bite[t�atioi `ofwork is �Q0 4a;onm�rre, l certify-;ha#;ly"tfie Yappl(dant, iaase! a e&`14-ouid+ d viitth-: ,copy of 4he° lorldauConstri�6 ,n-Lien I:aw�Womeownees -.Protection-Guide"..prepared.by.#he.Florfda:.:iD:epartment of Agriculture,and Consumer'Affalrs.}:if•therapplicaaf iet o t_eorte other than the"ouune ;I t:e `#lei F#° a e Il teiiaed�a-copy=of fhe bdVd--'d scfi2)° ` ocuitaehf and-promise'in good faith to deliver it to the"owrtet",prior.to commsraee�lt. • 1`tetiro.: thsyegploa o ,is 0 ,f t:. 1 work :CGNTRACT4R S 111t 1 1 J=iDA`a# � r ifjr.th to!i..,:tl' fbt t►i;l 4 i?Ce�pnd tea, aI L will`bila done in com lance wl III applibl '#aws-regulating.cQnstruction; zaning arrttan'tfdevetopm+arttrtpplication is Y p.. . hereby made to obtain a permit to! io ft at id1��i fst jl #i t�i� - d+cafed, l..,certifyi:that no work or.installation has commenced prior to lsswance of:a;permit and.,that all work;will;be:.peffarrrte f=to_.meikt;standards of.,all.laws.:r.-eguiating caoras6wvon;-.County and�sG ;:z6hingl regulations,ari`Ef nd'ilev..etopment-regulations In the--jirrisclic`tiohy f also certify than!.understand:that the--regulations of other:government:agenciesamayrapplyato the4ntended work,.and-that•it is my responsibility.-to identify.what actYons J musttake:to`be-rin compliance. Such agencies�nciude but are>notlitoif@d.to: Department of Environmeiitai,-Protection-Cypress Bayheads,,,W,etiandwAreas�and-Environmentally Sensitive .Lands,-WaterMastew /_};r ;+ant,:,:-• - Southwest Florida ilttator Mai'agement DistrictVells, Cypress. Bayheads, 'Wefland Area% -'Alter!ng Watercourses. Army Corp&of Engineers-6-of ilt;:.Do-eks�Navlgabl*.Waterways.. Department ofMeol ilitativd.- rvides Ehvironn'mental'weaitti Unit Wells k Waste�vateF�Treatm'ent, Septic;Tanks - - .. .°`US�Envii'onti•etitat�P.�3,teetioii?�,gen���ts#iestos�abatement.':'� .. . . . . . .._. - -- .. ... .. - `FederaF'A�r'iatitili Au#hefit����jrs ,. . . .. I understand.•that'the:loltawii~ ,r M000o ! o e:use-ofAli'. - UAW i its ncf= l u b t i lood iiirae uhW§i`a tpr-esssJ."ermitted: -if"the'-t11C mat is.--to:, use'ct in flood<�one "/�", it is understood. #fiat a idrainage.-plan addressing a %ompensating W,lid'rn ' r ii;pe4s f mittedat +rneyof perrrii I � hjb Y - t.et?ared b r, I g. w f;'s: [ _y::a:p ofess onai'engineer licensed'by"t-66.State ofFlorida. -. :i€tfte All-treater of is tab us ��irt flood Z; 6}:"�•i`z lrl connection with a permitted building using;s `r'VvaU: constructli n�#,certify1fiat tiiill l�t7aG tied only_ts :f3l ti ;:ate—withlothmste,MwwwalI . if••fill.,material is.to,,,be..:used•!n•.any'area, 1s:certify-that use.of•such-:fill:Witt not adversely affect.,,adjacant �propertie's._�:lf�us :.of Itrielpu©d:ta adarersety-affect�adjaca t', .0 oi2ies di i aeramay:be cited for violating the cond(tions.-of the building.permit lssued�antler,the-attached permit-application, for lots-less than pope_ acres rl ich are,=eJ uate�i aby tilih niongineered iRlralogge plan'is required. if t am,the-AGENT,R'.- II '01Ni ER,'l-:prtiitii'ise in goodfal&i&inforM.,the:ownerot#h-wpr rmitti gsoonditions set forth in this::affdavit:.prior°to.commencjng cons,truction. I understand.that a.separate..perrnit.may,be;required for electrical xork, piumbing;.signs,-,wells w,pools;,air,conditioning,.gas;=,or other A permit issued:shaD:iie:_construed to be a.11cense to proceed with,themork.and not-as authority to.violate,+cancelnaiter;or_;.. set aside-any proyisYol s ofrythr~wtechnicaFco es nor shall,ssuancre ofa.perrhI prevent the:i3uilding,Offciai_:from tF oareafter requiring-axcorrectid of;errorsAn pians,con'strtictlon or vlolatlons%ofvny codes:°EVery permit~issued°sh211`become•invalio ` iy m hisix:m lsunlessthework:authoi rh - n estpnsea�ce;:4r.,.if..work author) e`6 by X- thewpermit°is-,,suspended�or-abandoned far a'perioid ofaix.(6):months aftef the:time the work is'commenced:';Amextension maybe-requested;:Yn'-writingst#rom,.the;Buiiding Official fora erilod not to�exceed ninety(90)days and will:°demonstrate;== .,. justifiable'causQ for tftex#ersion:elf wofik;ce�es+ss:'for nlnefi8g)`cansecutiue:days,the•aobis:considered-abandone'tl:= WARNTO O iiNERt,-:Y/OUR•fA#LURE*TO...:RECORQ•�A��LOT CEF=O�.CQMMENC-BM_ ENT�MAY:RES,ULT�•Itt,"YdUR_ t� :� ,< �w,. r , . PAYlN�TIAiiCfiO1fIMPROtNIN °S� '4.U,irlt101�Et :""i Y" .IilVltiD'il d N 1 �- , ....�.::;�� .�.. l1.,,. (1l`Af�101N�;r:Cf�lilSi41L7' WITMYO.URaLEND1OR,rAR�A�'YTdRNi� EOFtlr�i D)W.GYtiU jNOfG 'Oil OINN#ENtENi:ENT. OW ERG =A E "60NTi2A f0 { R G.SIT~: G Sutis�tie���a�id+BWYarrr��(or sailirme�f}�b*rV, �iir�frits :`=°t :.So itied aritl� �fo�(o ".' �s "re isle triis~: by,;:. Who Islare personally known to me or has/have produced Who Islas onaliy;kno Ao'?ins o"r`°ha ve priodu eiii`" a .1dentilication. sxriiei�titic tiiirl:"•` Notary PublicNotaryPi�blic Commission No. commis No. Name of Notary typed,printed or stamped Name;of Uptaryvtyped,p fintedboostamped,r_.- . ."•",, i JACQUEUNE Bp :. Commission#GG 2€M7 �rlms'DMmber 12,20 ;TOY F411WIM ao-a1A19 : 813a80:0020 City.of'Zephyrhillt,Permit Application 176X813a80-0021 ;.BuIlding.Qeparlment- _ -,'Phone,Contact„fbr.Pertitittin �'$��=� -�' ���'`'•�'s: �;OWnsr:Altii��Numb��:.. Owner's�. atidrest - sown e P OwF ii0hb�1®Ni+ritiet A. t .. .. ..}. >- .,�.., .. A.S.• - SUBDI VISION' + .1• ... . . ..':r.-.; .,.. :...:. " ", . < •..-:. •' NED�RON��PIt RT1R i lbBTAI 2' GPI rtAX,rw�Tl�ti?::v� R Q p-ORO r. 't" Sib.' EW'C'N . +,. .,.�': �:;,-SIGN`'- :: � �LMbLiSH: :�;_ ANSTALL:: .: p :.' �' ROPOS D. -E _ OCK ":. 3•.:'" • :'FRAME: >w,w ,xI 0 O IG; T. ;BUI LDING.SItE :S FOOT E _c.4-Sir:1:';.;;..�;. ``f -i�: .:v• a�t 21 I I - ' . U L NG' ALUAtI���N�' F: - 0 .O,�1'OTAl.CONS.TF�I.7C'i'ION.. RPAL,' - -I . •AMI?�'i ..SERVICE: :'bUK�••"EN Y��:,' :;� - r �$-. • . - .. . '�..�..,. �,.. .ERG!. - -WR:E'C:. PLUMBING'.. $,''. •lYy$' r2:, t MECHANICAL $ VALUATION'OF.MECHANICAL'.IN3`fALtATI'ON x j OGAS 0', ROOFING:.c ,SPECIALTY. OTHER FINISHED-,FLOOR;E.LEVATIONS. ~T . - BLOCDhZONE?AR Af."`: Y@S::: "-NO r: BUILDER SIGNATURE :;,.ttGisREaf :=Y7. N s `•EEiCURR - max` .'?.- - ELECTRICIAN' -C,OMPANY.: "• _ ':: =0: N:'>- E C RRFJh`.:. r1f/•(d a :I, SIGNA�f�11tE.: REGI§. `�`, :;. ,, ,COM % iY` SIGNATURE ,i��hSiEheo: ! :.fE ,C, R I <N MECHANICAL. .•' rCOMPAfiIY`:. ; :. .. SIC#NATURE FEE`CURREk.,':.-. .Y•.�N'•.•. "-' _ :.,,., 'ia radar®ss...;. _ - .--- ,c@n. _ E MANY, .' RE ' '.EKED . ,rYi LN.; SIGNATURE'._ .,-.:.•'. ' . •:. ��' r�. {� a`. { 'a:+i. b, �'' Ira• .S. -'^ti'�., r• O ...'F t' Ja '`2•�etsrbf�iil di :'P�r�s'`•d lg" rfn a �?. a`;C:•,:_�� i3L��DEN'I'1�11'' tt� .�..� ,n;;-t(_�,. � .�,(_�L. �,,.,�„�, ,. � >�!���o- � �: ,,>, .� .�� .•,�. ,`5:::. - - •r � � �r• "1':� f��jrl� y 2r KP r r,��t, o. J t° •:( ,� r a d.ry.;:..,.'t:..,..:`w...� III'A�I itYFiurivten4 uWork:Fig ays,aft�ersti tt �Sato: ft i On f :l on lrUCtloii?ple tr5'S�Or i ate PC�tt v4�: i1��Fence.fils. �LeEi: Sanitary,Fa�ilities 8�:<fumpiterps1W W,tit�c?t?eltiiit'ftir'subaigrsiar; nti %projects `` COMMERCIAL :AttAch:2°Dorn'late;sets=of,=t3uJlding=Plensrpfus ;IL I Page;(aj'?sit.`of;EnefgyrForms:R-�=1N Reriiilt foe newC4+str�uction;,.. (.): P. .,a,_ ff w6iliin"ta' a er` b "1 "fie 'R. '.issue:Coii>;tfi%:urn br1'.l+"ii1s�Storm alc"rfiis]'iri> Wllit �;`, '7taiied:; Sanitary F3dlitYes`&:1: fuMm5ieoir c r Wr"mMU r a1l.trees+profeels'`AlFcoinmercial regyl�ilrr lints rou t kieeC.compiihnce IT: AtfWCFi"2'; SIGN PERM („). f9'•�h�: !@�1. .;,, :;- ••••'j�/� �+6'T1�:CC:k""'/�'����yulced;fo�alC:N�IN?construotion::, �•'I•>; . .pRVPGR.r..:aY�•;rG:�•!'oy. _ �aY:-� �:t.. Directions: 'Fill-out;appllCatlon Completely. ' :own9r�&Con_`actor: ign, a�ic'of apRlfcaHon;notarized. . ., ••j 'If over"=25ii0,a:NOW:4 o commencome"l:I610..uir�d.;.(AIL,upgra�dea over.$1500) Agent(for:ttlecontrdcto�)'oriPower:ofAttbmey,(fbr.theotivner)wbuldil8'somebtte.wlthnotBrliodlettet-fitlrt�;bwnaraufhoriiir}gsame. OVER;tI E.t:OUN.TERPERMIT�TING,;: y req .red :; coR 'qf con, i ui )': Reroofs If shingles Sewers Servicea�pgrade's�aG': lot/Survey/Footage) Driveways-Not over Counter if on•public roadways..needs.ROW: m F ait If I id :: City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: `�► W� Ow Date Received: Site: Permit Type: a)/ Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comm nt sheet s. 11"13e kept with the permit and/or plans. MAR 1 .6 2020 Kaly' itzer—Plans Examiner Date Co tr or an or Homeowner equired when comments are present) INSTR#2020033487 OR BK 10059 PG 2319 Page 1 of 1 C'/H 02/26/2020 01:20 PM Rcpt:2139208 Rec: 10.00 DS:0.00 IT:0.00 ��77 _ Nikkialvarez-Sowles.Esa.,Pasco County Clerk&ComntroMer NOTICE OF COMMENCEMENT j Permit No. Tax Folio No.1Cv--04,—21'Q Q6—OOOCO— State of Florida,County of: PAsea k O°p THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Description of property(legal description of property and address if available): �� � ,�,aoo ►x _Ql��s t a,,t t P� a� C�c�� 11--114 Lod- foo 2. General Description of improvements: �(QLAc t�1.tVDoty0.4 [7 51 � y1R� OdodZ 3. Owner Information: a)Name and Address: ,11 1 'z 5 NG 37 90 OC-fZZ5 5gV-Irg 0!& 2 bt Y&4 33S La b)Interest in property: put>� EL c)Name and address of simple titleholder(if other than owner): 4. Contractor Information: a)Name and Address: Lipton Window and Door 2438 Merchant Ave Suite 103 Odessa FL 33556 ? b)Phone Number:(727)37.E-2ais a m► 5. Surety Information: � ea a)Name and Address: N y 4i .90 0 b)Phone Number: 1�o 'aE� N d c)Amount of Bond:S 6. Lender Information: �y, m v #+ O t U a)Name and Address: r o Q b)Phone Number: C ;v o o � 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as V W o � provided by 713.13(1)(a)7,Florida Statutes: 2 . 2 w 3 a Name and Address: �' e e b)Phone Numbers of Designated Person: y a �a /gym y 8. In addition to himself/herself,Owner designates of to receive a p o-o c ;,,� copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. ® m m N ��d a)Name and Address: to y m w ,e Y b)Phone Number of person or entity designated by owner: N i— b o 3 Z 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one(1)year from the date of recording unless a different date is specified: WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE '+� -• OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOU PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SI BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YO LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE O COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief, Si:ilQe of dwner or Owner's Authorized Officer/Director/Partner/Manager Signatory's Printed Name&Title/Office The foregoing instrument was acknowledged before me by means of Xphysi.al presence orC.online,notarization, this 31 day of 41 WV AR`? 20-Q,by JUDY S WZCK who is personally known to (Name of Person) me or produced �R.1� �$L' as identification,as �.� (Type of Authority,e.g..officer,attorney in fact,etc.) for (Name of Party Instrument was Executed for) NOTAR BLIC SI RE—STATE OF FLORIDA Commissioned Notary Name: IRAV� N�G9� TJtyyJspuag9Stott d d:F1bmdWft8°fie ° Nt� i4t6i9ofR�019 +aw= Expiroa to11812027 Revised 1/1/2020 Lipton.Window and Door OFFICE-727-372-2455 i 2438 Merchant Ave#103' ' WINDOW FAX-813-435=5380 Odessa,'FL 33556 LIC#CBC1258461 [ �liflt? Stlt?K Customer Namo Home Phone Work Cell r 373SO' nj7L�i`3Si�Sti ��;vt: ZisPti`Y(2uw.5 C=i. �35►-1 > Insmll Address City A State Zip em'ad, , Billing Address if different - (�S( ,K ar l i tPtk Clay aiz Section A-Description of:Work to-be Performed: C-_V.y Q ' -S V-" 1U AC— w- C, `0. - - U _S5 l-0 AP IOA3~' b t0S AJ S- ja- Pti 6 5' V- VZ� .t.• JJD,t3r .�MQA G3�f-, 7 2�ot,3 S • iJ0. 2— Cat L rQ fL< (�;S us i L'�'T� -OCLL"g R-4w(�l?k MA=TI L.X— U� r_.'tr- t 'e O ceLtAcX WA A01,WAL, F Section B'-Additional Work Customer agre'es'tothe terms'of payment as follows: No additional work will be,performed unless specified hete. Total List Price(all above) $ S(t Additional Work(Section B).$ Permit&Disposal Fee-$_$220,00_� Total amount -- cj;z# t3oa ,custom Order Deposit50% S l-LSQt�• Balance to be paid to Installer on completion, S Any balance over 10 days will be subject to a finance charge of . 1-1'r%porrnonth,which is an annual percentage rate of 18% NOTICE TQ QumOR==BNCE I-ATION R1C,HTS r YOU MAY CANCEL THIS CONTRACT AT ANYTIME BEFORE MIDNIGHT OF THE THIRD BUSINESS DAY AFTER RECEIViNG,A COPY OF TMIS CONTRACT.IF YOU WISH TO CANCEL THIS CONTRACT,YOU MUST EITHER: 1. SEND A SIGNED AND DATED WRITTEN NOTICE OF CANCELLATION BY-RE6ISTERE6-OR-CERTIFIED MAIL, RETURN RECEIPT REQUESTED; OR 2.,PERSONALLY DELIVER A SIGNED AND DATED.WRITTEN NOTICE OF CAN CELL,4TION TO: Lipton Window and Door 2438 Merchant Ave#103 Odessa,FL,33556 If you cancel this contract within the three-day period as stated above,you are entitled to a full refund of,your.deposit money.Refunds-will_be made:within ten(10)business days of the.cornpany'c receipt of the,cancellation notice. Additional Terms:The Company plans to provide labor and materials to complete the above work for.the amount shown,.AND IN ACCORDANCE WITH-AND SUBJECT TO THE ADDITIONAL TERMS,CONDITIONS AND EXCLUSIONS ON THE OTHER SIDE OF THIS CONTRACT,which are incorporated in.full herein. NOTICE TO OWNER`._Do niri sigh this;ccirtract,ifblank.Yoitare entitled tan copy of thc:contract ai the tirnd you sign. Sales Representative. Date owner U Dale " White Copy-Original Yellow Copy-Customer Pink Copy-Office 2 ie,37.2 Y)C}} 4A 21 �a UE A;��� t � Ai V- VI ! �� Z x �u r t "'°' ;�4.+r;s�t+ •:�;�r��"t .� �' �g;Y�:-- L '�' �' y j, -I -e � ..��" � * wia.^H•' .,�+s� .+ »��i.+;`,`r 4 t;, a�I'��i y�+,'�'°*iitfdt �6 IICIS Home Log In User Registration Hot Topics Submit Surcharge Slats&Facts Publications Contact Us BCIS Site Map Links i Search F(ofida 4e !Product Approval Pubtic User i v'rt�edK: Product,Aooroval Menu>Product or Application Search>APPkation List>Application Detail rd" FL# 1.21637-113 d- Application Type Revision Code Version 2017�__t Application Status Aroved p *.A,pprovedrby DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived -? Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz,PA 17030 (717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitiinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows' Subcategory ingle'H nu g. tt Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich,PE ED Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/18/2020 Date Validated 02/18/2020 Date Pending FBC Approval Date Approved 02/24/2020 Summary of Products FL# Model,Number or Name Description 21637.1 1620 SH 48 x 84 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R5 C CAC APC 16015.12df Approved for use outside HVHZ:Yes FL21637 R5 C CAC APC 16054.j2df Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+45/-45 10/14/2021 Other:LC-PG50 Fin, LC-PG45 Finless/Flange Installation Instructions FL21637 R5 11 08-02998B.od Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R5 AE 513861B.od Created by Independent Third Party:Yes ,2-163772- 2 52.k -9,16sulatd 7 e -91ass. i I ffi i-ti-�i—u s- L e Certification Agency Certificate Approved for use in HVHZ:No FM 7 RS C CAC APQ 16016,12df Approved for use outside HVHZ:Yes FI-21637 R5 C CAC APC 16055.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 10/14/2021 Other.LC-PGSO Installation Instructions FL21637 R5 I[ 08-029998.pd Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL21637 R5 AE 513862B.pdf Created by Independent Third Party:Yes 21637.3 --�1620 SH 37 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL21637 R5 C CAC APC 16572.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2022 Design Pressure:+50/-67 Installation Instructions Other: LC-PG50 FL21637 RS II 08-03042B.r)d Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL21637 R5 AE-5j392j3-,p-d-f Created by Independent Third Party:Yes 21637.4 --JF-1620 SH 48 x 96 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL21637 R5 C CAC APC 16574.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant.No 03/24/2022 Design Pressure:+35/-45 Installation Instructions Other: LC-PG35 FL21637 R5 11 08-03160A.12d Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL21637 R5 AE 514079A.12df 1 Created by Independent Third Party:Yes 21637.5 1620 SH Impact 38 x 75 Fin and Finless Frame,Insulated,Laminated Glass. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R5 C CAC APC(18143)1820,05-106-12-RI 1620 Approved for use outside HVHZ:Yes SH(051523).12d Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-70 05/15/2023 Other: LC-PG50, Missile Level D,Wind Zone 3,glass was Installation Instructions bedded in Pecora 896 silicone, FL21637 R5 11 08-03454A.Dd Verified By: Luis R.Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL21637 RS AE 514467A.Ddf Created by Independent Third Party:Yes 21637.6 --t1620 SH Impact 52 x 75 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F1.21637 R5 C CAC APC 16230,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED ANCHORS 02/27/16 R.L. B ADDED NEW EXTRUSIONS 01/16/2020 R.L. NOTES: 15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 SMS OR SELF DRILLING 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE REQUIREMENTS OF THE FLORIDA BUILDING CODE. I INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 17. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED SUFFICIENT LENGTH ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 MINIMUM EDGE DISTANCE. " LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION INSTALLATION INSTRUCTIONS. ANCHORS'SHALL BE SECURELY FASTENED DIRECTLY INTO DETAILS. MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 18. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19. ALL FASTENERS TO BE CORROSION RESISTANT. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 20.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: THE ARCHITECT OR ENGINEER OF RECORD. A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. PROVIDED. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT D. METAL STRUCTURE: STEEL 18CA (.048") FY=33KSI/FU=52KSI OR EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16., OR ALUMINUM 6063—T5 FU=30KSI 1/8" THICK MINIMUM GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 21.GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN OF SUSTAINING APPLICABLE LOADS. IN SHEET 2. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:0112812020 MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET ��\\J\r?R•L0�19�i� GRATZ, PA 17030-0370 \v•�\GENS�•�+��. SERIES 1620 SH REINFORCED *• 0 51 *= NON—IMPACT 52 1/8" X 75" off= TABLE OF CONTENTS NOTES :�-p' TAT OF SHEET N0. DESCRIPTION DRAWN: Dwc Na. REV %�'cFS'cC000 1 NOTES R.A a DAZE O8 02999 B // ONA I,��\��\ 2 — 3 ELEVATIONS NTS 11/30/16 1 SHEET 1 OF 17 4 —16 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 17 COMPONENTS 434-688-0609 r1lomas0domaspe.mm FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHORS 02/27/18 R.L. B ADDED NEW EXTRUSIONS O7/16/2020 R.L. 52 1/8" FRAME WIDTH � 52 1/8'" FRAME WIDTH 4" MAX T 4" MAX Chart#1 1 2" MAX 12 MAX Number of anchor locations required O.C. O / O.C. O / Frame Frame Width(In) Height 24.00 30.00 36.00 42.00 48.00 52.13 (in) Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb 24.00 3 3 3 3 4 3 4 3 5 3 5 3 75" 75"" 30.00 3 3 3 3 4 3 4 3 5 3 5 3 FRAME FRAME 36.00 3 4 3 4 4 4 4 4 5 4 5 4 HEIGHT HEIGHT L 48.00 3 a 3 a 4 a 4 a 5 a 5 a 48.00 3 5 3 5 4 5 4 5 5 5 5 5 54.00 3 5 3 5 4 5 4 5 5 5 5 5 60.00 3 6 3 6 4 6 4 6 5 6 5 6 Q 72.00 3 6 3 6 4 6 4 6 5 6 5 6 72.00 3 7 3 7 4 7 4 7 5 7 5 7 75.00 3 7 3 7 4 7 4 7 5 7 5 7 4" MAX 4 MAX 1620 SH REINFORCED FOR NUMBER 1620 SH REINFORCED FOR NUMBER RECTANGULAR OF ANCHORS DESIGNER OF ANCHORS EXTERIOR VIEW REQUIRED EXTERIOR VIEW REQUIRED FINLESS&FLANGE INSTALLATION SEE CHART #1 FINLESS&FLANGE INSTALLATION SEE CHART #1 DESIGN PRESSURE RATING IMPACT RATING ±50.OPSF NONE 52 1/8"X 75"UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS FRAME AREA DOES NOT EXCEED 27.14"F-P SIGNED:0112812020 MI W I�NDOWSWESTMKET&R DOORREETLC. �II10 NOTES: GRATZ, PA 17030-0370 `�,••��GENS "s y 1. SASH SIZE:49 1/2"X 371/4" F 2. D.L.O.:47112"X333/4" SERIES 1620 SH REINFORCED *• 0 51 *= NON—IMPACT 52 1/8" X =ti r e= FINLESS & FLANGE ELEVATIONION : S �yD� TAT OF, HARDWARE SCHEDULE �,%••�t! A. (2)CAM LOCK,7"FROM EACH CORNER AT TOP RAIL OF SASH DRAWN: DWC N0. REV ij�Fs.lOR10P G��`� C.B. (2)TILT LATCH COIL BALANCES O T SASH POCKET OF JAMBSL OF SASH,ATEACH SCALE SALE NTS DATE 1 1 30 1 6 08 SHEET 29 OF 17 B // SIOf IIAI11 D. ALUMINUM REINFORCEMENT(AE-000162)AT MEETING RAIL L.R06ERT0 LOMASP.E. ` Luis R. Lomas P.E- E. ALUMINUM REINFORCEMENT(M-2115)AT LOCK RAIL 1432 WOODFORD RD LEWISVILLE,NC 27023 F. ALUMINUM REINFORCEMENT(M-2266)AT STILES 434-688-0609 rllomasoldomaspe.com FL No.: 62514 REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED ANCHORS 02/27/18 R.L. B ADDED NEW EXTRUSIONS 01/16/2020 R.L. 52 1/8" FRAME WIDTH 52 1/8" FRAME WIDTH 3" MAX 8 D.C.MAX 3" MAX 3" MAX 8" MAX O.C. 3" MAX FOR NUMBER FOR NUMBER OF ANCHORS OF ANCHORS REQUIRED REQUIRED 3 MAX SEE CHART #2 SEE CHART #2 3" MAX Chart#2 8 MAX O 8 MAXT O.C. O Number of anchor locations Width required i Frame Frame Width(in) Height 24.00 30.00 36.00 42.00 48.00 5Z13 (in) H8S Jamb H8S Jamb N8S Jamb HdS Jamb H8S Jamb H8S Jamb 75" 75" 24.00 4 4 4 4 5 4 6 4 7 4 7 4 FRAME FRAME 30.00 4 4 4 4 5 4 6 4 7 4 7 a HEIGHT HEIGHT 42.00 4 s 4 5 s 5 s 5 7 6 7 s 42.00 4 6 4 6 5 6 6 6 7 6 7 6 4..00 4 7 4 7 5 7 6 7 7 7 7 7 �( 54.00 4 7 4 7 5 7 6 7 7 7 7 7 60.00 4 8 4 8 5 8 6 8 7 B 7 8 66.00 4 9 4 9 5 9 6 9 7 9 7 9 �ILJIr' 72.00 4 10 4 10 5 10 6 10 7 10 7 10 75.00 4 10 4 10 5 10 6 10 7 10 7 F 10 3" MAX 3" MAX X 1620 SH REINFORCED 1620 SH REINFORCED RECTANGULAR DESIGNER EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING t50.OPSF NONE SIGNED:0112812020 52 1/8"X 75"UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS - FRAME AREA DOES NOT EXCEED 27.14"FTV MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET ����J\r?R•LD�1ZZ�i� NOTES: GRATZ, PA 17030-0370 `�r,•�\GENSF.,p 1. MAXIMUM SASH SIZE:491/2"X371/4" SERIES 1620 SH REINFORCED *• 0y61251 *� 2. MAXIMUM D.L.O.:471/2"X33314" NON—IMPACT 52 1/8" X 75" HARDWARE SCHEDULE FIN ELEVATIONS Wig), TAT OF. �O,c• ,p .�� B. (2)TILT LATCH AT TOP RAIL OF SASH,AT EACH COR ERSASH R L N: DwD NO. 08-02999A. (2)CAM LOCK,7"FROM EACH CORNER AT TOP RAIL OF C. (2)COIL BALANCES AT SASH POCKET OF JAMBS SCALE NTS DATE 1 1/30/1 6 SHE 3 OF 17 H 1110\� D. ALUMINUM REINFORCEMENT(AE-000162)AT MEETING RAIL L.ROBERTO LOMAS P.E. E. ALUMINUM REINFORCEMENT(M-2115)AT LOCK RAIL 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R. Lomas P.E. F. ALUMINUM REINFORCEMENT(M-2266)AT STILES 434-668-0609 r1lomas@Irlomaspe.com FL No.: 62514 Ar REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHORS 02/27/18 R.L. B ADDED NEW EXTRUSIONS 01/16/2020 R.L. WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD S�S11 1/4" MAX. & APSPRROVVED EALANT UF 21 SHIM SPACE 1 1/4" MIN. 1/4" MAX. o� EMBEDMENT SHIM SPACE INTERIOR 7/16" MIN. Uvo o HEAD TO BE SET EDGE DISTANCE IN A BED OF APPROVED SEALANT Cam❑ #8 WOOD �❑ o EXTERIOR I��J u�N INTERIOR SCREW n WOOD FRAMING I I OR 2X BUCK EXTERIOR l� BY OTHERS BACKER ROD SILL TO BE SET & APPROVED IN A BED OF SEALANT APPROVED SEALANT BACKER ROD JAMB INSTALLATION DETAIL & APPROVED _ E 1/4" MAX. WOOD FRAMING OR 2X BUCK INSTALLATION SEALANT SHIM SPACE WOOD FRAMING T OR 2X BUCK BY OTHERS SIGNED:0112812020 VERTICAL ROSS SECTION WOOD FRAMING OR2X BUCK INSTALLATION MI WINDOWS WEST MFLRKET DOORREETLC ��JS R IIL0 1////ice GRATZ, PA 17030-0370 =��,,•��GENS�9s SERIES 1620 SH REINFORCED *• 0 51 *= 1 NON-IMPACT 52 1/8" X AIL � FINLESS INSTALLATION DETAILS TAT OF NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT SHOWN FOR CLARITY. R.L. N: Owc No. 08-02999 RB ''Oj`p .... 7� 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE / �/••••• G\\ DESIGNED IN ACCORDANCE WITH ASTM E2112 SCALE DATE / / SHEET // ���NAl.6\�� NTS 11 30 16 4 OF 17 I1111111 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rl/omas(g7lrlomaspe.com REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED ANCHORS 02/27/18 R.L. B ADDED NEW EXTRUSIONS 01/16/2020 R.L. 'F 1/4" MAX. METAL SHIM SPACE STRUCTURE BY OTHERS APPROVED 51 1/4" MAX. SEALANT �ELI 21 � SHIM SPACE 7/16 MIN. ca INTERIOR EDGE HEAD TO BE SET DISTANCE IN A BED OF APPROVED SEALANT o OVID SMS OR =❑ SELFa DRILLINGEXTERIOR SCREWS INTERIOR D EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF METAL STRUCTURE INSTALLATION APPROVED SEALANT BACKER ROD & APPROVED SEALANT ^� 1 MAX. SHIM SPACE METAL STRUCTURE -� BY OTHERS SIGNED:01/28/2020 VERTICALCROSS SECTION MI WINDOWS & DOORS, LLC. \��1lilirrr/�� METAL STRUCTURE INSTALLATION 650 WEST MARKET STREET `�'�\J\�?RE L�M,9�i�� GRATZ, PA 17030-0370 `�r,•�\G NS�••�+ SERIES 1 620 SH REINFORCED *.•//�''1D,61251 NON—IMPACT 52 1/8" X 75" S FINLESS INSTALLATION DETAILS , TAT OF, tj 14— 1.NOTES: NTERIORAND EXTERIOR FINISHES,BY OTHERS, R.L.DRAWN: DWG NO. 08-02999 NOT SHOWN FOR CLARITY. RE ��OOR,�E�G\j'\\ 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SCALE NTS I DATE 11/30/16 1 SHEET OF 17 DESIGNED IN ACCORDANCE WITH ASTM E2112 L.R08ERT0 LOMAS P.E. LUIS R. LOTOS P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllomas@lrlomaspe.00m Ar REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHORS 02/27/18 R.L. CONCRETE/MASONRY o BY OTHERS .. j44 � B ADDED NEW EXTRUSIONS 01/16/2020 R.L. 1 ° 4 OPTIONAL 1X BUCK "a a SEE NOTES 3 — 7 SHEET 1 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE BACKER ROD 1/4" MAX. CONCRETE/MASONRY & APPROVED SHIM SPACEBY OTHERSSEALANT HEAD TO BE SET OPTIONAL 1X BUCK e° IN A BED OF SEE NOTES 3 — 7 APPROVED SEALANT SHEET 1 INTERIOR �,(����® �❑ 3/16" TAPCON EXTERIOR I�l`���� I-1 INTERIOR n n n Q 2" MIN. ��(] EDGE DISTANCE EXTERIOR SILL BE SET BACKER ROD IN A BOED OF & APPROVED APPROVED SEALANT SEALANT 4" MAX. BACKER ROD 1 OPTIONAL 1X BUCK / & APPROVED SHIM SPACE SEALANT SEE NOTE 3 — 7 4q ❑ SHEET 1 JAMB INSTALLATION DETAIL —,- CONCRETE/MASONRY INSTALLATION CONCRETE/MASONRY BY OTHERS a a< SIGNED:0112812020 a a:. MI WINDOWS & DOORS, LLC. [lllliii 650 GRATZ,S PA MARKET7030 50370T `���,J\I\GEN ydi; VERTICAL CROSS SECTION SERIES 1 620 SH REINFORCED 1*• 0 '51 *= CONCRETE/MASONRYINSTALLATION NON—IMPACT 52 1/8" X 75" FINLESS INSTALLATION DETAILS moo•• TAT OF.•��\ NOTES: DRAWN: Owc No. 08-02999 RE �iS'ZORM AIL�G��\� 1. INTERIOR AND EXTERIOR NOT SHOWNFFORCLARITY.INISHES,BYOTHERS, SCALE NTS DATE 11/30/16 SHEET OF 17 / /11111111\\\\ 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E. Luis R. Lomas P-E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-668-0609 rllomas@Irlomaspe—m llir REVISIONS REV DESCRIPTION DALE APPROVED A REVISED ANCHORS 02/27/18 R.L. B ADDED NEW EXTRUSIONS 01/16/2020 R.L. WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD 5511 1/4" MAX. & APPROVED 21 SHIM SPACE SEALANT 1 1/4" MIN. 1/4" MAX. oal_J EMBEDMENT SHIM SPACE INTERIOR HEAD TO BE SET 7/16" MIN. c� IN A BED OF EDGE DISTANCE o APPROVED SEALANT 0 a® =❑ #8 WOOD EXTERIOR �a�o q INTERIOR SCREW �❑ OWOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD SILL TO BE SET & APPROVED IN A BED OF SEALANT APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION BACKER ROD & APPROVED _ 1/4" MAX. SEALANT ^� oo � SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS SIGNED:0112812020 VERTICAL CROSS SECTION MI WINDOWS & DOORS, LLC. ����11I1illli,, WOODFRAMING OR 2X BUCK INSTALLATION 650 WEST MARKET STREET \\\JCS R•.C0�9/�� GRATZ, PA 17030-0370 \v,•�\GENSF•J'�� SERIES 1620 SH REINFORCED =*'•/�/��.r•'�1o,6p51 *= NON-IMPACT 52 1/8" X 75" S q FLANGE INSTALLATION DETAILS —g1, TAT OF NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, DRAWN: DWG No. 08-02999 RB ��'OF•;40R10�•\�� NOT SHOWN FOR CLARITY. ss• 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SCALE DATE SHEEP /i,7/�NA DESIGNED IN ACCORDANCE WITH ASTM E2112 NTS 1 1/30/1 6 7 O F 17 L.ROBERTO LOMAS P.E. Luis R. LOTOS P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL NO.: 62514 434-688-0609 rl/omas@Irlomaspe.oam REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHORS 02/27/18 R.L. B ADDED NEW EXTRUSIONS 01/16/2020 R.L. 1/4" MAX. METAL SHIM SPACE STRUCTURE BY OTHERS APPROVED SS1 SEALANT 21 o� 1/4" MAX. OSHIM SPACE HEAD TO BE SET � INTERIOR IN A BED OF 7/16' MIN. APPROVED SEALANT EDGE DISTANCE rE�ERIOR EXTERIOR ��1���� #8 SMS OR y�oaINTERIOR SELF DRILLING F11D SCREWS ��METAL STRUCTURE BACKER ROD BY OTHERS SILL TO BE SET & APPROVEDSEALANT O IN A BED OF APPROVED SEALANT JAMB INSTALLATION DETAIL BACKER ROD 0 METAL STRUCTURE INSTALLATION & APPROVED SEALANT �� 1/4" MAX. SHIM SPACE METAL STRUCTURE BY OTHERS SIGNED:0112812020 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION MI 6IONDOWSWESTMBCRKET DOORREETLC P, L0�L/,9�i� GRATZ, PA 17030-0370 `v,•%c NS�•,d' SERIES 1620 SH REINFORCED 41TAY2 0 51 NON—IMPACT LL ION X 75" �= DRAWN; FLANGE INSTADwc No.LLATION DETAILS REv i�F C0R10 F NOTES: i.'P•• 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, R.L. 08-02999NOT B sis%••� CMG\�� 2. PERIMETERANDWN JOINCLATSEALANTBYOTHERSTOBE SCALE NTS I DATE 11/30�16 SHEETS OF 17 DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERD LEWIS IP.E. LUIS R. LOTOS P.E. 1432 WOO-0609 ROLEWISV/L aspe.w7023 FL No.: 62514 434-688-0609 illomas@Irlomaspe.crom REVISIONS REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY A REVISED ANCHORS 02/27/18 R.L. BY OTHERS ° B ADDED NEW EXTRUSIONS 01/16/2020 R.L. a" ° ' e OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 j 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE BACKER ROD 1/4" MAX CONCRETE/MASONRY & APPROVED SHIM SPACE BY OTHERS SEALANT � oQLI °a O HEAD TO BE SET OPTIONAL 1X BUCK c IN A BED OF SEE NOTES 3 — 7 APPROVED SEALANT SHEET 1 INTERIOR 3/16" TAPCON v D� EXTERIO `-�/ � � INTERIOR ° ❑ n ❑ MI �� a N. EDGE v DISTANCE EXTERIOR SILL BE SET B .° BACKER ROD O IN A BED OF & APPROVED APPROVED SEALANT SEALANT _ � _ 1 BACKER ROD 4" MAX. OPTIONAL 1X BUCK / & APPROVED SEE NOTE 3 — 7 0 SHIM SPACE SEALANT SHEET 1 JAMB INSTALLATION DETAIL �- CONCRETEIMASONRY INSTALLATION CONCRETE/MASONRY BY OTHERS a ° SIGNED:0112812020 °< MI WINDOWS & DOORS, LLC. \\\��►Mir/l///� 650 GRATIZ,SPA MARKET 17030 5 STREET 0370 �`�vJ\�\GEN VERTICAL CROSS SECTION CONCRETE/MASONRYINSTALLATION SERIES 1 620 SH REINFORCED it�• 0 g5v � NON—IMPACT 52 1/8" X 75" FLANGE INSTALLATION DETAILS ��1, s$TATEE OF NOTES: DRAWN: DWG No. REV ��//�FS;cCORID4'G 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SALE DATE D8 SHEET 99 e �i//j//INA'tE�\\�\ NOT SHOWN FOR CLARITY NTS 11/30/16 9 OF 17 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTOEOMVILLE,AS LUIS R. .: 625 P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllamas@lrlomaspe.00m Ar REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHORS 02/27/18 R.L. B ADDED NEW EXTRUSIONS 01/16/2020 R.L. WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD'ji rl 51 1/4" MAX. & APPROVED 2 SHIM SPACE SEALANT 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE i INTERIOR HEAD TO BE SET 7/16" MIN. c� o IN A BED OF EDGE DISTANCE APPROVED SEALANT a #8 WOOD EXTERIOR INTERIOR SCREW❑ ��� OWOOD FRAMING fl OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD SILL TO BE SET & APPROVED JAMB INSTALLATION DETAIL O IN A BED OF SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT BACKER ROD & APPROVED 1/4" MAX. SEALANT o❑ SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS SIGNED:01/28/2020 VERTICAL CROSS SECTION MI WINDOWS & DOORS LLC. WOOD FRAMING OR2X BUCK INSTALLATION 650 WEST MARKET STREET ��`\JCS R'. 41. GRATZ, PA 17030-0370 `v••�\GENSq••S SERIES 1620 SH REINFORCED *• 0y61251 *_ NON—IMPACT 52 1/8" X 75" E q DRAWN: FLANGE INSTADWG NO, DETAILS REv ��� (pRl�F�� NOTES: P b�� 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, R.L. OS-02999 B ��/siS/ •R Q;\- NOT SHOWN FOR CLARITY. // ONAL \\ 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE sca�E NTS DATE 11/30/16 1 SHEET10 OF 17 //11111110 DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E. LUIS R. Lomas P.'E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllomas@Irlomaspe.crom REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHORS 02/27/18 R.L. B ADDED NEW EXTRUSIONS 01/16/2020 R.L. 1/4" MAX. METAL SHIM SPACE STRUCTURE BY OTHERS APPROVED SEALANT 21 1 MAX. o� SHIM SPACE HEAD TO BE SET IN A BED OF INTERIOR APPROVED SEALANT 7/16" MIN. EDGE c� DISTANCE �® =0 #8 SMS OR EXTERIOR ���© INTERIOR SELF DRILLING �❑ qo SCREWS ou fl EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS & APPROVED SILL TO BE SET SEALANT A IN A BED OF APPROVED SEALANTJAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION BACKER ROD& APPROVED SEALANT 1/4" MAX. SHIM SPACE M ETAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION - SIGNED:0112812020 MI WINDOWS & DOORS, LLC. \\�\11k II III III//, 650 WEST MARKET STREET \\ \5 R L0?1�/�i GRATZ, PA 17030-0370 `r,•�\GENS�••J+ SERIES 1 620 SH REINFORCED _ 4. TATE 51 NON—IMPACT 52 1/8" X 75"NOTES: FLANGE INSTALLATION DETAILS OF 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT 2. PERIMETER AND JOINT ALANTBYOTHERSTOBE R.L. Dwc NO. 08-02999 RB ;�ORlO DESIGNED IN ACCORDANCE WITH ASTM E2112 SCALE DATE SHEET ///I�NAj1 ��\\ NTS 11/30/16 11 OF 17 L.ROBERTO LOMAS RE LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 434-688-0609 A/OmaS@IAomaspe.WRl REVISIONS REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY A REVISED ANCHORS 02/27/18 R.L. BY OTHERS `d a a° a B ADDED NEW EXTRUSIONS 01/16/2020 R.L. OPTIONAL 1 X BUCK d' SEE NOTES 3 - 7 SHEET 1 j 1 1/4° MIN. EMBEDMENT CONCRETE/MASONRY BACKER ROD 1/4" MAX. BY OTHERS & APPROVED �a SHIM SPACE ° SEALANT o °a �j OPTIONAL 1X BUCK I HEAD BED OF SET SEE NOTES 3 - 7 ° ° 1/4" MAX. APPROVED SEALANT SHEET 1 SHIM SPACE INTERIOR O 3/16" TAPCON v � EX7ERI0 `V INTERIOR e Q fl Q MIN. U 0 EDGE DISTANCE EXTERIOR BACKER ROD O SILL TO BE SET ° IN A BED OF & APPROVED APPROVED SEALANT SEALANT BACKER ROD p 1/4" MAX & APPROVED JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK SHIM SPACE SEALANT CONCRETE(MASONRYINSTALLATION SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY BY OTHERS d ° ° 4< d SIGNED:0112812020 .. ' . MI WINDOWS & DOORS LLC. \� �u111111II�� 650 WEST MARKET STREET \\gig R• Lp�/�� VERTICAL CROSS SECTION 3.9s GRATZ, PA 17030-0370 \\i�••�GEN �� CONCRETE/MASONRY INSTALLATION v SERIES 1620 SH REINFORCED —*• 0 51 *= NON-IMPACT 52 1/8' X 75" �� �(, �` FLANGE INSTALLATION DETAILSO•• TAT OF•W 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, DRAWN: Ow0"D• 08-02999 REV /'I/��iS�SiC�R1� NOT SHOWN FOR CLARITY. scALE NTS DAB 11/30/16 SHEETI2 OF 17 / 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 11lomas@ldamaspe.com REVISIONS APPROVED REV DESCRIPTION DATE APPROVED SEALANT BEHIND FIN 1 1/2" MIN. A REVISED ANCHORS 02/27/18 R.L. EMBEDMENT B ADDED NEW EXTRUSIONS 01/16/2020 R.L. #6 WOOD WOOD SCREW FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 3/8" MIN 1/4" MAX EDGE DISTANCE 00� SHIM SPACE WOOD FRAMING oE�:] BY OTHERS #6 WOOD SCREW INTERIOR 1 1/2 DUD MIN. EMBEDMENT DO EXTERIOR �l l�J I� I� INTERIOR D D APPROVED �� 0 SEALANT BEHIND FIN 3/8" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION Al'j�'/2".Fl"IN 1/4" MAX SHIM SPACE 3/8" MIN EDGE DISTANCESIGNED:O1/28/2020 #6 WOOD WOOD CREWFRAMING MI WINDOWS & DOORS LLC.650 WEST MARKET STREET `� j • p. BY OTHERSAPPROVEDEDT GRATZ, PA 17030-0370 �� •�\DENS i-A SEALANT _ 16, BEHIND FIN VERTICAL CROSS SECTION SERIES 1620 SH REINFORCED =*• 0 51 W WOOD FRAMING OR 2X BUCK INSTALLATION NON—IMPACT 52 1/8�� X 74 .1 FIN WITH J CHANNEL INSTALLATION DETAILS ��0�r� 33TATE OF NOTES: R. DWG no. 08-02999 RB � ASS%�OR���aG\`�� 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SCALE DATE SHEET � �NAL„`��\ NOTSHOWNFORCLARITY NTS 11/30/16 13 OF 17 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERDLEWISTO ILLE. Luis R. Lomas P.E. 10.32 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rflOmaSCa7frf0maspe.mm REVISIONS APPROVED REV DESCRIPTION DATE APPROVED SEALANT BEHIND FIN A REVISED ANCHORS 02/27/18 R.L. METAL STRUCTURE B ADDED NEW EXTRUSIONS 1 01/16/2020 R.L. #6 SMS OR BY OTHERS SELF DRILLING SCREW { 1/4" MAX. r —L SHIM SPACE 3/8" MIN j VSE EDGE DISTANCE1/4" MAX SHIM SPACE METAL STRUCTURE BY OTHERS INTERIOR #6 SMS OR SELF DRILLING c� ME' ® �❑ SCREWEXTERIORI INTERIOR y.❑ APPROVED �❑ C7� SEALANT BEHIND FIN EXTERIOR O 3/8" MIN EDGE DISTANCE Q - JAMB I L STRUCTURE INSTALLATION �qp 1/4" MAX SHIM SPACE 11f1� 3/8" MIN j EDGE DISTANCE SIGNED:0112812020 #6 SMS OR METAL STRUCTURE SELF DRILLING BY OTHERS MI WINDOWS & DOORS, LLC. +++111ii�1i7 SCREW 650 WEST MARKET STREET `\\���5 R.•L p4f/z VERTICAL CROSS SECTION APPROVED METAL STRUCTURE INSTALLATION GRATZ, PA 17030-0370 `�\J•y�GENq''t'�� SEALANT SERIES 1620 SH REINFORCED G.41TM Oy61251 *= BEHIND FIN ( NON—IMPACT I 1/8" X 75" �`FIN WITH J CHANNEL INSTALLATION DETAILS OF NOTES. DRAWN: DWG NO. REV ��0'cF• c[pRlaP•\Z'��` 1. NOTSHO AND EXTERIOR FOR INISHES,BY OTHERS, R.L. DArE 08 02999 B ���iss/pNA�+E�G�\\ 2. PERIMETER AND JOINTSEALANTBYOTHERSTOBE NTS 11/30/16 14 OF 17 DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-688-0609 Alamas@lr10Maspe.com FL No.: 62514 REVISIONS APPROVED REV DESCRIPTION DATE APPROVED SEALANT BEHIND FIN 1 1/2" MIN. A REVISED ANCHORS 02/27/16 R.L. EMBEDMENT B ADDED NEW EXTRUSIONS 01/16/2020 R.L. #6 WOOD WOOD SCREW FRAMING BY OTHERS { 1/4" MAX. SHIM SPACE 3/8" MIN ��� EDGE DISTANCE 0 � 1/4" MAX SHIM SPACE WOOD FRAMING o� BY OTHERS D #6 WOOD SCREW INTERIOR MIN. EMBEDMENT pp EXTERIOR II INTERIOR o ❑ ❑ n DAPPROVED (gyp SEALANT � BEHIND FIN 3/8" MIN EXTERIOR EDGE DISTANCE D JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION O _ 0 1/4" MAX SHIM SPACE 3/8" MIN EDGE DISTANCE - - SIGNED:01/28/2020 #6 WOOD SCREW FRAMING MI WINDOWS & DOORS, LLC. ��1t1111I///i 1 1/2" MIN. BY OTHERS 650 WEST MARKET STREETLp4j APPROVED EMBEDMENT SEALANT GRATZ, PA 17030-0370 `,••��GENS `•cp% BEHIND FIN VERTICAL CROSS SECTION SERIES 1620 SH REINFORCED -*• 0,.�51 WOOD FRAMING OR 2X BUCK INSTALLATION NON-IMPACT 52 1/8" X 75" FIN INSTALLATION DETAILS O; STATE OF .;.Qj` 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, DRAWN: DWG No. 08-02999 REV �ij���ss/�OR10�aG\'N\� NOTSHOWN FOR CLARITY. SCALE DATE SHEET ,i/ /ONA„1`��� 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE N TS 1 1/30/16 15 OF 17 DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 r1lamas@6lomaspe.cam REVISIONS APPROVED REV DESCRIPTION DATE APPROVED SEALANT BEHIND FIN A REVISED ANCHORS 02/27/18 R.L. METAL STRUCTURE B ADDED NEW EXTRUSIONS 01/16/2020 R.L. #6 SMS OR BY OTHERS SELF DRILLING SCREW 1/4" MAX. _F SHIM SPACE 3/8" MIN r 1/4" MAX EDGE DISTANCE C SHIM SPACE 3 METAL STRUCTURE yl BY OTHERS o� OINTERIOR II #6 SMS OR o SELF DRILLING �D'O SCREW EXTERIOR �n INTERIOR n❑ f70 D APPROVED 0 SEALANT BEHIND FIN 3/8" MIN EXTERIOR EDGE DISTANCE O JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 0 �qo 1/4" MAX SHIM SPACE 3/8" MIN EDGE DISTANCE #6 SMS OR METAL STRUCTURE SIGNED:0112812020 SELF DRILLING BY OTHERS MI WINDOWS & DOORS, LLC. o/ SCREW VERTICAL CROSS SECTION 650 WEST MARKET STREET `�� 5 R. L. //�� APPROVED METAL STRUCTURE INSTALLATION GRATZ, PA 17030-0370 \��•��G�NSF 9s�� SEALANT BEHIND FIN SERIES 1620 SH REINFORCED =*• 051 NON-IMPACT 1/8" X 75" FIN INSTALLATION DETAILS ��0• TATE OF. tv� i. INTERIORAND EXTERIOR FINISHES,BYOTHERS, DRAWN: Dwc No. 08-02999 RB %zz ts, NOT SHOWN FOR CLARITY. SCALE DATE SHEET ////ONAi„`��� 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS 1 1/30/1 6 16 OF 17 DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERD EWISLOMA ILLE. LUIS R. Lomas P.E. 7434 WOO-0609 ROLEWISVomaspe.27023 FL No.: 62514 434-688-0609 rllamas@Irlomaspe.cnm 3 3/16" 3 1/4"--{ REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHORS 02/27/18 R.L. T 1 A 8 ADDED NEW EXTRUSIONS 01/16/2020 R.L. 2 5/16" �� 16"O 2 1/8" 3 3/ 3 1/4" F_ _t HEAD/JAMB FINLESS SILL FINLESS EXTRUDED PVC(V-1008) EXTRUDED PVC(V-1013) 2 13/16" 51 n (�� 2 5/8" 3 3/16" 3 1/4" --{ L Ap04 HEAD/JAMB WITH FLANGE SILL WITH FLANGE BOTTOM SASH/TOP RAIL EXTRUDED PVC(V-1010) EXTRUDED PVC(V-1015) EXTRUDED PVC(V-675)--I 3 13/16" 3 1/4" 3 1/4" 4gp�4 �qG��4 3 5/8' -1 1 1 3/4 o� 0 HEAD/JAMB FIN INSTALLATION SILL FIN INSTALLATION 2 13/1 s" SAD ❑ o z 5/e" 1 3/4" EXTRUDED PVC(V-1007) EXTRUDED PVC N-1012) 3 0� l�7Lr�1>��� 3 3/16" 3 1/4" -{ �J HEAD/JAMB WITH FLANGE SILL WITH FLANGE BOTTOM SASH/BOTTOM RAIL OEXTRUDED PVC(VE-000025) EXTRUDED PVC(VE-000021) EXTRUDED PVC(V-672) LEI 1 1/4" , ,,4..3 13/16" 1/4" gp�4 4gp�4 3 5/8 O �� ]23 16° 13/161 3/4" 1�I1I77 1 ❑ CiU f GLAZING BEAD HEAD/JAMB FIN INSTALLATION SILL FIN INSTALLATION BOTTOM SASH/STILE MEETING RAIL RIGID PVC(V-904) WITH J-CHANNEL WITH J-CHANNEL EXTRUDED PVC(V-670) EXTRUDED PVC(V-1016) SIGNED:0112812020 EXTRUDED PVC(V-1006) EXTRUDED PVC(V-1011) 3/4 MI 6� WEST MA RKETSTREET DOOR LC. 'N\s\...? ' /i 1 1/8" GRATZ, PA 17030-0370 `�v•��GENS+�•9d+'�� 15/16" I 15/16" (�A SERIES 1 620 SH REINFORCED *• 0 51 'k= 7/8" ��_(;J� NON-IMPACT 52 1/8" X 75" a 1 1/=�r�l 3/4" E COMPONENTS ��o TAT . l� �L LJ�J DRAWN: DWG N0. REV F�Q(ZtOQ.'G STILES MEETING RAIL LOCK RAIL OPERABLE ABLE SCREEN R.L. 08-02999 B REINFORCEMENT REINFORCEMENT REINFORCEMENT TRACK W/O LEG SCALE NTs DATE 1 1/30/1 6 SHEET,7 OF 17 /fir/rl ll lttt��� ALUMINUM 6063-T5(M-2266) ALUMINUM 6063-175(AE-000162) ALUMINUM 6063-T5(M-2115) ALUMINUM 6063-TS(M-2341) L.ROBERTO LOMAS P.E. 1432 WO ODFORD RD LEWISVILLE,NC 27023 LUIS R. Lomas P.E. 434688-0609 rllomas@lrlomaspe.c m FL No.: 62514 '� d`^ 5 N % `:�^ � `bTH I�C•�'F '°"lwlvliI(�, ��� BCIS Home Log In User Registration Hot Topics Submit Surcharge stats&Facts Publications Contact Us �,BCIS Site Map Links Search Florida rtl1 product Approval USER:Public User Product Approval Menu>Product or ADDlication Search>Application List>Application Detail j FL# FG185Q4_R31 Application Type Revision Code Version Application Status Approved ,. Comments Archived LI Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz,PA 17030 (717)365-3300 Ext2560 bsitiinger@miwd.com Authorized Signature Brent Sitlinger bsitiinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows.i. Subcategory �{�t-Mulilons- L.-;;_t.._.-- Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer LJ Evaluation Report-Hardcopy Received. Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing,Inc.,an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Steven M. Urich, PE GI Validation Checklist-Hardcopy Received Certificate of Independence FL18504 R3 COI FL COI.odf Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/05/2018 Date Validated 11/26/2018 Date Pending FBC Approval 11/26/2018 Date Approved 02/19/2019 Summary of Products FL# Model,Number or Name Description 18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single,Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R3 II 08-01455B.odf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Maximum Span- 156-3/8",Impact Resistant up to FL18504 R3 AE 512079E odf Wind Zone 3 Created by Independent Third Party:Yes 18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R3 II 08-01445C,pdf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span-96",Impact resistant up to Wind FL18504 R3 AE 512069C odf Zone 3. Created by Independent Third Party:Yes 18504.3 M-2285 Horizontal Mullion M-2285 Horizontal Mullion Single,Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ:No FL18504 R3 II 08-01834B pdf Approved for use outside HVHZ:Yes Verified By: Luis R. Lomas PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Maximum span- 120",Impact resistant up to Wind FL18504 R3 AE 5125218•0f Zone 3. Created by Independent Third Party: Yes 38504.4 _ M--2285 Vertical-Mullion- ' --`-----M-2285-Vertical-Mullion',` Limits of Use Installation Instructions Approved for use in HVHZ: No FI 18504 R3 1I 08-018338 pdf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Maximum Span-84",Impact resistant up to Wind FL18504 R3 AE 5175706 pdf Zone 3. Created by Independent Third Party:Yes 18504.5 M-2300 Horizontal Mullion M-2300 Horizontal Mullion, Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R3 II 08-01907A.pdf Approved for use outside HVHZ:Yes Verified By: Luis R. Lomas, PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Maximum Span- 120",Impact resistant up to Wind FL18504 R3 AE 512602A pdf Zone 3. Created by Independent Third Party:Yes 18504.6 M-2300 Vertical Mullion M-2300 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R3 II 08-01906B.pdf Approved for use outside HVHZ:Yes Verified By: Luis R.Lomas PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span-84",Impact resistant up to Wind FL IS504 R3 AE 512601BTpdf Zone 3. Created by Independent Third Party:Yes 18504.7 M-2301 Horizontal Mullion M-2301 Horizontal Mullion Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R3 II 08-02834.pdf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span- 120",Impact Resistant up to Wind FL18504 R3 AE 513629.pdf Zone 3. Created by Independent Third Party:Yes 0 0 REVISIONS REV DESCRIPTION DATE APPROVED NOTES: A REVISED INSTALLATION DETAILS 08/07/15 R.L. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO B REVISED ANCHORING NOTES 06/05/17 R.L. COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE ANCHORING NOTES: RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS FACTOR Cd=1-6 WAS USED FOR WOOD ANCHOR CALCULATIONS. SHEET 3. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS 2) FOR ANCHORING INTO CONCRETE USE 3/16" ELCO ULTRACON PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED SHOWN IN INSTALLATION DETAILS SHEET 4. UNDER SEPARATE APPROVAL. 3) FOR ANCHORING INTO METAL FRAMING USE #10 SMS OR SELF 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE WINDOWS AND DOORS, INC. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE 4) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM WINDOW OR DOOR UNIT. EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE SCREWS 6" FROM EACH MULLION END AND 12" MAX. O.C. UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS THEREAFTER. STAGGER SCREWS AT EACH WINDOW. ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED 5) ALL FASTENERS TO BE CORROSION RESISTANT. IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED 6) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND TO THIS DOCUMENT. ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 4,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, DESIGN PRESSURE TABLE INSTRUCTIONS: TYPE 1 (OR GREATER). 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE D. METAL - STEEL 18GA (.048") FY=33KSI/FU=52KSI OR CHAPTER 16. ALUMINUM 6063-T5 FU=30KSI .0625" THICK MINIMUM. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. SIGNED: 10/17/2017 TRIBUTARY WIDTH = W1 2 W2 M650 IWDOWESTMA KETS AND DOORS \`"'J\s 111I II/o STREET GRATZ, PA 17030-0370 `v••�%GENSF••cP<� M-2285 - VERTICAL MULLION =*�•//�0ayOFX, ` 84" MULLION SPAN �a�y(gq( TABLE OF CONTENTS NOTES ��, T4 SHEET NO. DESCRIPTION V.L. OS-01833 N: DWG NO. RE A, DRAWN:DOR�O'.lsz NOTES � SCALE DATE SHEET ////1111 2 CONFIGURATIONS AND DP CHART NTS 01/11/12 1 OF 4 3 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 4 COMPONENTS 434-668-0609 illomas@lTlomaspe.wm REVISIONS 120" 120" 120" REV DESCRIPTION DATE APPROVED COMBINED WIDTH COMBINED WIDTH f COMBINED WIDTH A REVISED INSTALLATION DETAILS 08/07/15 R.L. W1-Ir W2 W1 --{� W2 W1�{� Wz B REVISED ANCHORING NOTES 06/05/17 R.L. 84" 84" // 84" /// FRAME FRAME WINDOW FRAME WINDOW lIVINDOW HEIGHT WINDOW WINDOW HEIGHT WINDOW HEIGHT (MULLION (MULLION (MULLION SPAN) / LIJI SPAN) SPAN) 120" 120" 1211" COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH W1--j� W2 W1 W2 W1--{� W2 T 84" /l WINDOW 84" WINDOW 84„ WINDOW /l FRAME WINDO FRAME / FRAME WINDO HEIGHT HEIGHT WINDOW /4 WINDOW HEIGHT WIND W WINDOW (MULLION (MULLION / (MULLION / SPAN) ///ILA111 I SPA /// /// /// SPA /// // IL-� Wt -I I--W2 W1�I- W2 W1�il-W2 120' 120" 120" COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 120"AS SHOWN HEREIN. Design pressure rating(pso Design pressure rating(pso Units anchored into wood and metal framing Units anchored into masonry/concrete E49.63 Tributary width(in) Mullion Tributary width(in) SIGNED:10/1712017 18.13 25.50 36.00 42.00 49.00 54.00 60.00 span(in) 18.13 25.50 36.00 42.00 48.00 54.00 60.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 25.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 MI WINDOWS AND SDOORS ````J`So�ii��� 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37.38 120.0 120.0 120.0 120.0 120.0 120.0 120.0WEST 120.0 98.3 81.2 76.9 75.2 75.1 75.1 49.63 120.0 109.2 90.2 85.4 83.5 83.4 83.4GRATZ, PA 17030-037096.4 73.6 58.4 53.7 50.7 48.9 48.2 62.00 107.1 81.8 64.8 59.7 56.3 54.3 53.590.2 68.6 53.9 49.3 46.3 44.3 43.3 65.63 100.2 76.2 59.9 54.8 51.4 49.2 48.1M-2285 - VERTICAL MULLION *• ,�('�p, 684" MULLION SPANS81.0 61.2 47.6 43.2 40.1 38.0 36.7 72.00 90.0 68.0 52.8 48.0 44.6 42.2 40.4 63.6 46.0 33.9 29.8 27.0 24.9 23.4 84.00 63.6 46.0 33.9 29.8 27.0 24.9 23.4 CONFIGURATIONS AND DP CHARTS gyp• TAT OF DRAWN: DWG 110. REV //���s�CpR�OP G��\� V. DIMENSIONS IN CHARTLARGE AND SMALL I ARI E FRAME DIMENSIONS AND DLE IMPACT,LEVELD, O NOT LE DATE /NE3 / OSSO E833 B ��7iS�pN 111E?��`� NTS O1 11 12 2 OF 4 INCLUDE FLANGE L.ROBERTO LOMAS P.E. Luis R. Lomas P:E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 r1lomasCMlilomaspe.com 1" MIN 1" MIN REV DESCRIPTION REVISIONS DATE APPROVED SEPARATION EDGE DISTANCE A REVISED INSTALLATION DETAILS 08/07/15 R.L. 417— B REVISED ANCHORING NOTES 06/05/17 R.L. tl° MIN. EMBEDMENT II II I I I I MASONRY/ CONCRETE � BY OTHERS 3/16" ELCO ULTRACON TAPCON SECT5796 CLIP M-2285 EXTERIOR MULL INTERIOR EXTERIOR M228500A M228500C EXTERIOR SECT M-2285 ❑ n ❑ Q I � aMULLION ��LLJJ a] SECT5796 CLPT5796 CLIP ❑0 O 0 O❑ #10 SMS OR #10 WOOD SCREW SELF DRILLING INTERIOR V-692 r------- wooD FRAMING/ SCREW WINDOW&MULLION ASSEMBLY CLIP INSTALLATION 2X BUCK r------- METAL MASONRY/CONCRETE AND WOOD FRAMING BY OTHERS i i STRUCTURE INSTALLATION I I BY OTHERS I— --- la I I 1 3/8" MIN. J--- � - EMBEDMENT f L 1/2" MIN 1/2" MIN SIGNED:_ 1011712017 EDGE DISTANCE VERTICAL CROSS SECTION EDGE DISTANCE MI WINDOWS AND DOORS \\\\`� IJI MASONRY/CO WOOD FRAMINGVERTICAL STRUCTURE ON INSTALLATION650 S PA MARKET030 STREET0370 E N INSTALLATION METAL �VJ\�\• 'S�giS��� M-2285 — VERTICAL MULLION _*• o,l51 84" MULLION SPAN �.tisy{tt7((��ffcc,Gc�stOli INSTALLATION DETAILS ��o, STATE OF �, DRAWN: DWG NO. REV DATE 08 01833 B NITS 01/11/12 SCALE 3 OF 4 L,ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-658-0609 rllomas@Irlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED 3 3/4' A REVISED INSTALLATION DETAILS 08/07/15 R.L. 3 3/4" „ 3/8„ B REVISED ANCHORING NOTES 06/05/17 R.L. 1 3/8" 3/8„ I 2 X 01/4" 2" 2 7/8 _ 2„ 2 7/8" 7/8.. 7/8" 2X 01/4" SECT5796 CLIP SECT5796 CLIP FOR CONCRETE INSTALLATION FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125"THICK ALUMINUM 6063-T5.125"THICK 3 3/4" 3 1/4" r2 1/4" 5/8" 1„ 3/8" 3/8" 3/8.. 7/8„ 2X 01/4" L 3 1/4" J 1 1/2" I� 7/8" 1 1/2" I O J— SECT5796 CLIP MT000022 CLIP FOR WOOD FRAMING INSTALLATION 16GA(.063)GALVANIZED STEEL ALUMINUM 6063-T5.125"THICK — 2 7/8" SIGNED:1011712017 1 s/r" Ms so IWDOWMa KND DOORS ``\\Jca►R Lo GRATZ, PA 17030-0370 `r�.�\pEfVy+ 9,p 1 3 8 M-2285 — VERTICAL MULLION _*• 061/�' 84" MULLION SPAN SECTM-2285 MULLION COMPONENTS ALUMINUM6005-T5.125"THICK 0.• TAT OF 4 DRAWN: OWC N0. REV �i�'"FS'c[ORI . scALE DAre 08 50 E833 B 01YAI- NTS 01/11/12 4 OF 4 L ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 82s14 434-688-0609 rllomasC&lAomaspe.com r -.Rt�.:..c: .eta, LI ♦BCIS Home Log In User Registration �[ Hot Topics Submit Surcharge Stats&Facts Publications contact Us BCIS Site Map Links Search Or u���t „c I product Approval {( USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# F42607-2,•R2._r Application Type Revision Code Version 2037 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 1.1 Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz,PA 17030 (717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category '�Ezter[or Doors.- ` Subcategory Slitd(�ii,+ng_Exterior,-DoaF,-- ssembf eesrr 'w'.r�•.;ter'!` ._ ;3;e..�. .< ,...- Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich,PE L�1 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/04/2019 Date Validated 06/05/2019 Date Pending FBC Approval Date Approved 06/11/2019 Date Revised 06/18/2019 ummary of Products FL# Model,Number or Name Description A 26012:1---- ----j-17615/-176-f7—SGD -.144x96 w/Insulated:Laminated'Glass------\ Limits of Use Ce,-r,t,ific,'a't*ion Agency eiiii-ficate Approved for use in HVHZ: No FL26012 R2 C CAC APC(16613)H0079,01-109-47- Approved for use outside HVHZ:Yes RI 1615-1617 SGD(041722),c)d Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 04/17/2022 Other:LC-PG50 Installation Instructions FL26012 R2 11 08-03131A.r)d Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL26012 R2 AE 514040A 3131.pdf Created by Independent Third Party:Yes 26012.2 1615/1617 SGD 106x96 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL26012 R2 C CAC APC(16245)AI-04220-A1 1615-1617 Approved for use outside HVHZ:Yes SGD(050524).Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure:+40/-40 05/05/2024 Other:R-PG40 Installation Instructions FL26012 R2 11 08-03132A.i)d Verified By: Luis R.Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL26012 R2 AE 514041A 3132.0 Created by Independent Third Party;Yes 26012.3 1615/1617 SGD 71x82 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL26012 R2 C CAC APC(16465)AT-03810-VS-R3 1615- Approved for use outside HVHZ:Yes 1617 5GD(091520).ndf Impact Resistant,No Quality Assurance Contract Expiration Date Design Pressure: +60/-60 09/15/2020 Other: R-PG60 Installation Instructions F1-26012 R2 II 08-03129A.odf Verified By: Luis R, Lomas, PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL26012 R2 AE 514038A 3129,pdf Created by Independent Third Party:Yes 26012A 1615/1617 SGD 187x8O Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL26012 R2 C CAC APC(16607)G7944.01-109-47- Approved for use outside HVHZ:Yes RO 1615-161Z SQQL0302221 p-dj Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +20/-20 03/09/2022 Other:R-PG20 Installation Instructions FL2601-Z R2 11 08-03133A.od Verified By: Luis R.Lomas, PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports PL26012 R2 AF.514042A 3133,Qd Created by Independent Third Party:Yes 26012.5 517 SGD 144x96 Insulated Laminated Glass,Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL26012 R2 C-CAC APC(16612)HOO79,02-109-47- Approved for use outside HVHZ:Yes RI 1615-1617 SGD(0413221i)d Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure.+50/-50 04/13/2022 Other:LC-PG50,Missile Level D,Wind Zone 3 Installation Instructions FL26012 R2 II 08-03127A.i)d Verified By: Luis R.Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL26012 R2 AE 514036A 3127.pdf Created by Independent Third Party:Yes 196x96 Insulated Glass REVISIONS REV DESCRIPTION DATE 1 APPROVED A ADDED SILL INSTALLATIONS 01/11/18 R.L. NOTES: 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" ELCO ULTRACON 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE WITH 1' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY AND INSTALLATION DETAILS. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #12 SMS OR SELF 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED DETAILS. 17. FOR ANCHORING THROUGH CLIP INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 18. FOR ANCHORING THROUGH CLIP INTO MASONRY/CONCRETE USE 1/4" ELCO ULTRACON BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS 6. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED AND INSTALLATION DETAILS. COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF 19. FOR ANCHORING THROUGH CLIP INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING THE ARCHITECT OR ENGINEER OF RECORD. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. PROVIDED. 20.ALL FASTENERS TO BE CORROSION RESISTANT. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT 21.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16., OR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 OF SUSTAINING APPLICABLE LOADS. B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLAZING. ALUMINUM 6063—T5 FU=30KSI .060" THICK MINIMUM 22. APPROVED CONFIGURATIONS: XOX, OX, XO. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:01/1112018 MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET \`\s•pEN 0;t1���� GRATZ, PA 17030 SERIES 1615/1 617 PVC SLIDING GLASS DOOR *• 0 51 NON — IMPACT XOX NOTES ��A� TAT OF tV TABLE OF CONTENTS DRAWN: Dwc NO- REV %O'��is jP[pRtOP SHEET NO. DESCRIPTION A.R. 08 50 1131 A.R j1Ea���\ 1 NOTES DATE NTS 06/28/17 1 OF 6 2 ELEVATION AND GLASS DETAIL L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC27023 3 — 6 INSTALLATION DETAILS 434-688-0609 dlomas@Wb—p-- FL No.: 62514 REVISIONS p REV DESCRIPTION DATE APPROVED A ADDED SILL INSTALLATIONS 01/11/18 R.L. o two 00 a E3 Q NOTES: 1. MAXIMUM PANEL SIZE:49 318"x 91 114" e 2. MAXIMUM D.L.O.:42 5116"x 84 314" Q M 80 ® CHART#1 Number of anchor locations required 143 1/2" MAX FRAME WIDTH Frame Frame Width(in) 4" MAX —{ 12" MAX O.C. —{ 4" MAX Height A 72.00 90.00 108. 126.00 143.50 S V (in) H 8 Jamb H&S Jamb H&S Jamb H 8 S Jamb Jamb H&S Jamb H 8 S Jamb 80.00 6 71 7 7 9 7 11 7 13 7 15 7 84.00 6 8 8 8 10 8 12 8 14 8 16 8 4" MAX 90.00 6 8 8 8 10 8 12 8 15 8 17 8 } 95.38 7 9 9 9 11 9 13 9 15 9 18 9 MAX2D.C. /�/ (1) ANCHOR PER LOCATION SEE CHART #1 3 3/16" FOR NUMBER OF ANCHORX X LOCATIONS 1 1/8" 95 1/2" / / / REQUIRED —r MAX. // /� /� 1/2" Q®® O 1 1/16" FRAME HIGHT -� 1 � a 1 1/8" 1/4" 2 13/16"-- 4" MAX -- --- --- --- ---- - --= CLIP SERIES 161511617 PVC SLIDING GLASS DOOR NON-IMPACT ANCHORS AT SILL GALVANIZED STEEL(.051-THICK) EXTERIOR VIEW TO BE INSTALLED UP TO 3 PANEL CONFIGURATIONS ARE QUALIFIED THROUGH ANCHOR CLIP AS LONG AS PANEL AREA DOES NOT EXCEED 31.3 FT2,SEE NOTE 22 SIGNED:0 1/11/2018 DESIGN PRESSURE RATING IMPACT RATING MI WINDOWS & DOORS, LLC. \o wllIIIII///i��� / ±50.OPSF NONE 650 WEST MARKET STREET R.LO� GRATZ, PA 17030 1�,••\\GENS 9`P `� SERIES 1615/1617 PVC SLIDING GLASS DOOR =*• 0 51 *= NON - IMPACT XOX �(, - HARDWARE SCHEDULE ELEVATION AND GLASS DETAIL �= �p, TAT OF ry A. (2)TWO POINT LOCK WITH HANDLE AND KEEPERS AT 38 1/2"FROM BOTTOM RAIL ON EACH OPERABLE PANEL Dwc ND• ��,�•• <G� B. (4)NYLON ROLLERS AT OPERABLE PANEL BOTTOM RAIL,4"FROM EACH STILE A R N: 08-03131 RA i���csS`0R1.C�G`\��\ C. (2)ROLLERS WITH SPRING AT BOTTOM OF SCREEN STILES // �� E \ D. (2)SCREEN LOCK WITH KEEPER ATSCREEN LOCK STILE,38"FROM BOTTOM RAIL ON SCREEN SCALE NTS "ATE 06/28/17 1 SHEET 2 OF 6 //IIII11l lll��\ E. STEEL REINFORCEMENT(9599)AT MEETING STILES L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.- 62514 F. STEEL REINFORCEMENT(9598)AT LOCKING STILES 434-688-0609 rllomas@blomaspe.com - REVISIONS 1/2" MIN EDGE DISTANCE REV DESCRIPTION DATE APPROVED A I ADDED SILL INSTALLATIONS 01/11/18 R.L. WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN BACKER ROD EMBEDMENT 1 3/8" MIN 1/4" MIN & APPROVED EMBEDMENT SHIM SPACE SEALANT 1/4" MIN SHIM SPACE O O L3❑ INTERIOR ,/N oQ MIN ,I 'I EDGE O a 0 r DISTANCE O #12 WOOD SCREW oO #12 WOOD SCREW WOOD FRAMING OR 2X BUCK EXTERIOR EXTERIOR INTERIOR BY OTHERS i o0 BACKER ROD & APPROVED ❑ SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION ® ANCHOR CLIP BACKER ROD O 0 "�I 0 I #8 WOOD SCREW & APPROVED SEALANT �Dp NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, O NOT SHOWN FOR CLARITY. WOOD FRAMING 0 $ 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OR 2X BUCK HIM MAX DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS n a SHIM SPACE � I SIGNED:01/11/2018 1 1/4" MIN MI WINDOWS & DOORS, LLC. \\ o���ii EMBEDMENT 650 WEST MARKET STREET \�J\ y19/ice GRATZ, PA 17030 `v,•�\GENS"�'••J+�i SERIES 1 615/1617 PVC SLIDING GLASS DOOR *• 0 51 1/2" MIN NON - IMPACT XOX =,ti • EDGE DISTANCE INSTALLATION DETAILS �1 , TATE OF • VERTICAL CROSS SECTION DRAWN: DWG NO. REV WOOD FRAMING OR2X BUCK INSTALLATION A.R.TczNTS DAB 06/28/17 083111 A s03 OF 6 i�77sjONA;i�a\\�� L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllomas@lAomaspe.com REVISIONS 1/2" MIN REV DESCRIPTION GATE APPROVED EDGE DISTANCE METAL A ADDED SILL INSTALLATIONS 01/11/18 R.L. STRUCTURE BY OTHERS BACKER ROD 1/4" MIN & APPROVED SHIM SPACE SEALANT 1/4" MIN DOSHIM SPACE UO O O G❑ 0 — INTERIOR 1/2 op MIN p.Gri I;;,i oI, Q EDGE Q Q DISTANCE 0 #12 SMS OR SELF DRILLIGN oO SCREW �C #12 SMS OR SELF DRILLING SCREW D Q Q � II o EXTERIOR EXTERIOR INTERIOR O❑C� n METAL IU\ STRUCTURE BACKER ROD 0 BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL ® ANCHOR CLIP METAL STRUCTURE INSTALLATION BACKER ROD Q Q Q Q #8 SMS OR T I,. SELF DRILLING & APPROVED �D0 SCREW NOTES: SEALANT 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, O O NOT SHOWN FOR CLARITY. b � a 1/4" MAX 2• PERIMETER AND JOINT SEALANTBY OTHERS TO BE METAL STRUCTURE SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTME2112 BY OTHERS SIGNED:01/1112018 MI 61�NDOWSMKET&RDOORREETLC. \```J\SIRIILo���i/, GRATZ, PA 17030 =v,•��GEAf q 9,p�� SERIES 1615/1617 PVC SLIDING GLASS DOOR * 0,,6!51 1/2" MIN NON — IMPACT XOX EDGE DISTANCE INSTALLATION DETAILS TATE OF ;tV VERTICAL CROSS SECTION DRAWN: DWG NO. REV METAL STRUCTURE INSTALLATION sc NTS °A� 08 311 06/28/17 s041 A OF 6 L.ROBERTO LOMAS P.E. Luis R. Lomas F.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllomas@lrlomaspe.00m lip 1" MIN REVISIONS EDGE DISTANCE REV DESCRIPTION DATE I APPROVED I CONCRETE/ A ADDED SILL INSTALLATIONS 01/11/18 R.L. MASONRY 4 1 1/4" MIN BY OTHERS 4a ° n 1 1/4" MIN EMBEDMENT SHIM SPACE e EMBEDMENT i OPTIONAL 1X BUCK 1" c SEE NOTES 3-7 rJ� 1/4" MIN MIN e° INTERIOR SHEET 1 ❑ SHIM SPACE EDGE a 0 0 0 DISTANCE 0 6 DISTA BACKER ROD & APPROVED SEALANT 0 u'drll I; 1/4" ELCO ULTRACON 0 TAPCON o0 1/4" ELCO ULTRACON TAPCON ° c U D p CONCRETE/ • Do EXTERIOR MASONRY e • Q BY OTHERS ❑ 0 EXTERIOR INTERIOR ° BACKER ROD OPTIONAL 1X BUCK & APPROVED SEALANT SEE NOTES 3-7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE MASONRY INSTALLATION .. ® 0 ANCHOR CLIP BACKER ROD 0, 0 0 1/4" ELCO ULTRACON NOTES: I 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, & APPROVED �L,� F �D0 TAPCON NOT SHOWN FOR CLARITY. SEALANT +�"ii O IIO�n�� 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE — 1.--�JL.--,1 1/4" MAX DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:01/1112018 OPTIONAL 1X BUCK a SHIM SPACE SEE NOTESSHEET 1 MI 65 IONDOWSWESTMHCR KET DOORREETLC \\�\\\C?,P. Lrphl9�ii ` GRATZ, PA 17030 `�r,•�\GENS�••cP�� CONCRETE/ 4 ° SERIES 1615/1617 PVC SLIDING GLASS DOOR *• A!1D 51 *- MASONRY 4 1 1/4" MIN �+y/t/�[�'' _ BY OTHERS 4 ° 4 NON — IMPACT XOX S — 4, ' < _ 4. _ EMBEDMENT INSTALLATION DETAILS �� •�� �� TATE OF • - . e 4 ° DRAWN: DWG NO. REV �O�F 'cf 0 RIO.• �\ 4 • A.R. 08-03131 A i7sslpNAl 1" MIN SCALE NTS DATE O6/28/17 SHEETS OF 6 ��1llllll111��\ VERTICAL CROSS SECTION EDGE DISTANCE L.ROBERTO LOMAS P.E. CONCRETE MASONRY INSTALLATION Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllomas@Irlomaspe.com REV DESCRIPTION REVISIONS DATE APPROVED a a EXTERIOR INTERIOR OPTIONAL SILL INSTALLATIONS A ADDED SILL INSTALLATIONS 01/11/18 R.L. I � 0�� BACKER ROD O '' O" p #12 WOOD SCREW & APPROVED II p p 0 EXTERIOR a a INTERIOR SEALANT 6 1 00 �� 1/4" MAX WOOD FRAMING SHIM SPACE OR 2X BUCK n 0 BY OTHERS ` G 1 O Q O 1/4" ELCO ULTRACON 1 1/4" MIN a �I TAPCON EMBEDMENT BACKER ROD & APPROVED SEALANT O b o 8 g 1/4" MAX 1/2" MIN OPTIONAL 1X BUCK a SHIM SPACE EDGE DISTANCE SEE NOTES 3-7 SHEET 1 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION CONCRETE/ MASONRY BY OTHERS a a 1 1/4" MIN as e EMBEDMENT 4 a 4: a a INTERIOR EXTERIOR I LJl_J 1" MIN EDGE DISTANCE VERTICAL CROSS SECTION O 0 ® CONCRETE MASONRY INSTALLATION #12 SMS OR �, , SELF DRILLING ?!', �D0 SCREW ,P o p SIGNED:01/1112018 BACKER ROD 6 p 1/4" MAX LLC. & APPROVED SHIM SPACE MI WINDOWS & DOORS, \\\ /� SEALANT a �\J s`R"L p // 650 WEST MARKET STREET \ � i GRATZ, PA 17030 `v,•*�GEN g*.,p METAL STRUCTURE SERIES 1 615/1617 PVC SLIDING GLASS DOOR *• p51 BY OTHERS NON — IMPACT XOX INSTALLATION DETAILS TATE OF 1/2" MIN NOTES: DRAWN: DWG NO. REV �i��'cFss ZORI�p.G\'��� EDGE DISTANCE 1 INTERIOR NOTSHO AND EXTERIOR FINISHES,BY OTHERS, AcARie DATE 08 503T131 A /////�ONAj1�: NTS 06/28/17 6 OF 6 VERTICAL CROSS SECTION 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.METAL STRUCTURE INSTALLATION 1432WOODFORDRDLEWISVILLE,NC27023 434-688-0609 r1lomas@Irlomaspe.com FL No.: 62514 U Q t 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: This is for repiacement (glass for glass) only. if you wish to eha.nge from screen or vinyl windows 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 virindoWs until'final inspection. 8) No work shall start without-permit first: