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Home My WebLink About15-15956 CI OF ZEPHYRHILLS , . 5335-8TH SfREET (sis)�so-oo20 15 6 B ILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 15956 Address: 37543 LANDIS AVE LOT 78 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIA Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0090-00000-0780 Improv. Cost: 5,000.00 OWNER INFORMATION Date Issued: 1/28/2015 Name: MORRIS RAYMOND G SR � Total Fees: 90.00 Address: 37543 LANDIS AVE �, Amount Paid: 90.00 ZEPHYRHILLS FL 33541-9309 Date Paid: 1/28/2015 Phone: (352)598-2386 Work Desc: INSTALL WINDOWS 2 TO URN SCRN RM INTO SUNROOM CONTRACTOR S APPLICATION FEES , B&H CONSTR CTION OF E TRAL FL BUILDING FEE 90.00 � I � � � �v � �� 6 �� 5� � � �� Ins ections Re uired FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILIN 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: Reinspection fees will c mply with Florida Statute 553.80 (2)(c)when extra inspection trips are necessary due to any one of the foll ing reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corre ions not made when inspections called d)work not ready for inspection when called e) permit not post d on job site� plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this per it, there may be additional restrictions applicable to this property that may be found in the public records of this county, nd there may be additional permits required from other governmental entities such as water ma agement, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for I improvements to your property. If you inten to obtain financing,consult with your lender or an attorney I before recordin your notice of commencement." Complete Plans,Specifications Must Accompa y Application.All work shall be pertormed in accordance with Ci Codes and Ordi ances. NO OCCUPANCY BEFO C.O. tY � CONTRACT SIGNATURE PERMIT OFFI R � PERMIT EXPIRES IN 6 MO THS WITHOUT APPROVED INSPECTION CALL FOR INSPECT ON - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER . _ . City of Zephyrhills BUILD G PLAN REVIEW CONIl�ENTS Contractor/Homeowner: g .�. CONSTR�CTiO�� Date Received: � _ 20 — 1S Site: 3 7 S � �.A MQ t S .�� Permit Type: � C w �aoaws ?� �x�sr,a6 aM ' Approved w/no comments: Approved the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit d/or plans. � � . � l �aG �rr Kalv' wi — ans Examiner Date Contractor and/or Homeoumer (Required when comments are present) i �'*�,P;v r�`�,"� �i �$'��`'1:�° _ �;N�h t!«a id �,f��N� r �� j �y�} n+�i Ii, ;.sY'� s��y,t+�1r Yy�' r ! .. �.. . . r ,. . � . ' � t� ., q. � rv �• �i �, f» i"'�'� t� °�;�, � • - •-i ''i .. ��'��,`"��- �� I , . - --::;�,,-� _.._'��,, �� Oa� �l�P�is ��idg��aaad Ze�hyrhil��, �L �3a�3 ^��' ��.�►�� ,y� �� 813-782-1064 Phone �1�1 8�3-71�-65�5 Fa�c � �itl�'I011t��.� � �� 800•224-1206 Toll �ree ti*�w�r.bhconsfructioninc.cam W�b Sit� PROPOSAL SUBMITfED TO SAl.ESMAN pq7� Ra mond 9Norr6� Gre 12/19/14 STREET CELL PH�NE 37543 Landis Avenue c� 813-714-2091 CI7Y,STATE,and Z!P CODE JOB I.OGA7lONlDIREC7IQNS Ze h rhills, FL. QA Eq(. 352-598-2386 RP TAG#: e ere y su m spec�rca ons an �s ma es or. R.E. Windows ` t�ption I: Remove and dispose of existin viny(windows. Rebuild wall to accept singe pane side slider glass windaws with gray tint. Abav windows on daor wall wilt have vinyl siding that matches home if this siding is still available. Above indaws on outside wall,will have a 6"'piece of screen for ventilation. The existing screen doar will e replaced with a prime entry door that has a single hung window, gray tint and #he kick plate in the oar wiil be the same height as in the exisiting room. $5,35Q.QQ Option II: Ventalation 8 door terminology ill be the same as option I, we will remave existing walls and add new waiis built to the proper width �$5,940.00 Option III: Same as option ! using acrylic ndows $4,3Q0.00 Building permit not ir�cluded in prices wi#1 b don�at cost $35t3.00 We PI"OpoSB hereby ko fumish materials and la or-cpmplete in accordance with above specifications,far e sum of: � j :.��•� Payme t to be mad�as fo!laws: UPO COMPLETION AII material is guaranteed to be as specfied.All work to 6e completed in a rkmanlike manner au�rding to sfandard practices. Any alteration or deviation from above specifications involving cost will be ex uted upan written Authorize � orders,and will beeome an e�ra charge over and a6ove the estimate, Sign8tUr¢: g,. NR agreemenfs contingent upon sfikes,accidents,or delays beyond our cantrol. er to carry fire, Note;This propa I may be tomado, and other necessary insurance. Our workers are fu�ly cover by Workman's Compeosat'son Insurance. withdtawn by us if ttot aCCepted within days. Aeeeptance of P�oposa/- The above prices, specifications a d conditions are � saGsiactory are herby accepted.You are aufhorized to do fhe wark as specifi .Payment will be ��9��tute: made as outlined abave. Date oi Acceptance: Signatur�: 09��m �1�� da��a� �� !a� , • e�saso-oozo City af ephyrhiiis Permit Application Fa�c-$13-784-0021 Building Departmertt Date Received ��3 ^��. — 1�� Phon Contact far Permittin Owner's Name 1 CY 1 r Owner phane Number Owner"s Address 3��3 l S `G,.• Owner Phone Number � � Fee Simpte TiNeholder Name OWner Phane Number � � Pee Simpls Tttlehotder Address JOBADDRESS �J�S�3 I�.��S Y��7'C� LOT# �U SUBDIVISIOM (','�C�(}� ��gYL2pr � PARCEI.ID# � "aS`cZi�'-Q�R�"O15af}�} " Q��a (OBTAINED FROM PROPERTY TAX NOTICE) WORK AROP08E0 NEW CANS7R ADDlALT Q SlGN Q Q DEMOLISH e (NSTAl.L 8 REPAIR PROPOSED USE Q SFF2 Q COMM Q OTHER TYPE OF CONS7RUCTION Q HLOGK Q FR,4PvlE � STEEI O DESCRIPTION OF WORFC P`��n fJWuuS � I� BUILDIHG SIZE SQ FOOTAGE HEiGNT �� —"""��HC' �',�''r��`).�f)-(JU ( VAL ATEON OF TdTAL CONSTRUCTlON �L QELEGTRICAL $�'�� AM SERVICE _ Q PROGRESS ENERGY Q W.R.E.C. ��.. I �� QPLUMBING $ � QMECNANIt;AL $ VAt ATION OF MECHANtCAL 1NSTALtATION QGAS Q ROOFENG Q PECIAf.TY � OTHER FINISHED FLOOR ELEVATIONS � LOOD 20NE AREA QYES NO BUILDER (, �7 � COMPANY �N ��/��li-�-�� SIGNAtURE °�— V REGISTERED Y/ N FEE CURRE� Y/N �f0�5/710�.�.'�. - Address 1'�5 L7!' L� License# ��`-�'�7 Sc�. I ELEGTRiCIAN . COMPANY � SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# � � PLUMBER � � COMPANY � SIGNATURE [ REGISTERED Y 1 N FE£CURREA Y 1 N Address License# �� IIiECHANICA4 � � COMPANY � SIGNATURE REGI87ERED Y�EE CURRE� Y/N Address License# � � OTHER � � COMPANY � � SIGNATURE REGISTERED Y/N FEE CURR@� Y/N Address License# l � i � s � � � � � � � � � � i � � � � � � t � � � i � � � � � � � � � � � � � � � � i � � � � � � � � � � � i � i � ii � � � � i � � RESIriENT3RL Attach{2}Piot Pians;{2)sets af Buiiding Pia�s; 1)set of Energy Farms;R-0-W Pertnit for new construction, Minimum ten(10)working days after submittal d te. Required onsite,Constniction Pians,Stortnwater Plans w/Siit Fence insta0ed, Sanitery Facilities 8 1 dumpster,Site Work Pe it for subdivisionsllarge projects COMMERCiAt Atfach{3}complete seSS af 8uiid'sng Pians pius a Life Satety Page:{9)set oi Ener�y Farms.ft-0-W Permfi for new construction. Minimum ten(10j woricing days after submittai d fe. Required onsite,Constnaction Pians,Stormwater Plans wt Sitt Fence instalted, Sanitery Facilities 81 dumpster.Site Work Pe it for all new projeots.All commercial requiremenls must meet compliance S1GN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required fot aII NEW c nsWction. Directions: FII out applicatla�completely. , Oimer&Con#cactor sign back af application,nofarized H over E2500,a Notice of Commencement is required. (A/ upgrades over�7500j " Agent(for the conUactor)or Power of Attomey.{for the owner) uld be someone with notarized letter trom owner authorizing same OVER THE COUHTER PERMITflNG {Fronf of Rpp(ication Oni} � Reroafs if shingles Sewers ., Service;Upgradas A/C F'nces(PIot/SurveylFootage)� , '' '�.' -. , , • � " , . , , � , ' ' , .., ic. Driveways-Not over Counter if on pubiic roadways..�eeds F2C) . , t ° �� , ' . . ,__ ,. ., ' ,, . _.. ..., „ . . ..� , ,. ..� ` ; \ NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed°restrictions" which may be more restrictive than County regulations. The unders9gned assumes responsibility for campl�ance wifh any appiicabie deed resVictions. UNLIGENSED CONTRACT4RS AND CON7RACTOR RESPONSIBILITIES: If the owner has hired a wntractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regutations. !f the canUactor is not licensed as required by taw, both the owner and contractor may be cited for a misdemeanar viola6lan under state law. If the owner ar intended contractor are uncertain as to what licerising requirements may apply for the intended work,they are advised ta corrtact the Pasca County Buiiding inspection Divisiort—Licensing 3ection at 727-84?- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s} sign portions of the"contractor Block"of this application for which they wiii be responsible. If you,as the owner sign as the cantractor,ihat may be an indication that he is not properiy licensed and fs naf entitled to permitting pr3vlieges in Pasco Caunty. TRANSPORTATION IMPACTNTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation tmpact Fees and i2ecourse Recovery Fees may apply to the construction of new buiidings,change of use�n existing buitdings,or e�ensian of existing buitdings,as specified in Pas�County Ordinance.number 89-07 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time af permitting. It is further understaod that Transpartation lmpack Fees and Resource Recovery Fees must be paid prior to receivirtg a"certificate of occupanc}�`or final power release. If the prajec#does not 3nvoive a certificate ot ocxupancy or final pawer release,the fees must be paid prior to permit issuance. Furthermare,if Pasco Caunty WatedSewer Impact fees are due,they must be paid prior to permit issuance in accardance with applicable Pasco County ordinances. GQNSTRUGTION LIEN LAW{Chapter 713,Ftor�da Statu#es,as amended): If vatua#ion of wartc is$2,500.00 or mare,1 certify that I, the appiicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protec�on Guide°prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the°owner",1�rtity that 1 have abtalned a copy of the abave described document and promise in good faith ta deliver it to the°owner�prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the infortnation in this application is accurate and that all work wifl be done in compliance with all applicable taws regulating construction,zan3ng and land devetopmeni. Application is hereby made to obtain a perrnit to da work and instal�ation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating cansWcfian, Couniy and City codes, zoning regulatians, and tand devetopmeni regufa6ons in the jurisdicction. i a(so certify that 1 understand that tFre regulatlons of other gavemment agencies triay apply to the intended work,and that it is my responsibility to identliy what actions I must take to be in compliance. Such agencies include but are not limited to: - Qepartment of Envlronmental Protection-Cypress Bayheads,WeUand Areas and EnvEronmenta8y 5ensitive �ands,Water/WastewaterTreatrnent. - - Sauthwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Gorps of Engineers-SeawaE)s,Docks,Navtgabte Waternrays. - Departrnent of Health & Rehabilitakive Services/Environmental Health Unit-Welis, Wastewater Treatment, Septic Tanks. - US�nvitanmental Pratection Agency Asbestas abatement Federal AviaUon Authority-F2unways. t I understand that the following restrictions apply ta the use of fili: � - Use of fi1t is�ot allowed in F1oad Zone"V"unless expressty petrttitted. ` - if the fiil material is to be used in Flood Zone "A°, it is understood that a drainage plan addressing a "compensating volume"will be submltted at time of permitting which is prepared by a professional engineer licensed by the State of Flor3da. , - if the fill materiat is to be used in Flood Zone A°in connection with a permitted building using stem wall construction,I certify that fill w111 be used only to fill the area wlthin the stem wall. - ff fiii materia! is to be used in any area, t certify that use of such fill will not adverse(y affect adjacent properties. If use of fiii is faund to adverseiy affect adjacent properties,the owner may be cited for vioiating the conditians of the building permit issued under tfie attached permit application,for lots less than one(1) acre which are etevated by frfi,an engineered drainage pfan is required. tf t am the AGENT FOR TFIE OWNER,I promfse in good faifh to inform the awner of the permitting conditions set forth in this affidavif prior to commencing consVuction. I understand that a separate permit may be required for electrical work, plumbfng, signs,welfs, pools,air cortditioning, gas, or other instailations noi specificaliy included in the application. A permit issued shatl be construed to be a iicense to proceed with the work and not as authority to violate,cancet,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Bullding Official from thereafter requiring a correction of errors in plans,construction or violaGons of any codes. Every permit Rssned sha8 becorae invalid untess the work authorized by such permit is commenced within six months af permit issuance,ar if work aathorized by the permit is suspended ar abandoned for a pedad of six(6)months after the time the wark is commenced. An extension may be requested,in wrlting,from the Building Official for a period not to exceed ninety{90)days artd wiU demonstraEe justifiable cause for the extensian. If waric ceases for ninety{90}consecutive days,the job is cansidered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT!N YOUR PAYING TWlCE FOR IMPRdVEMENTS 70 YOUR PROPERTY. IF YOU INTEND TO OBTAiN FlNANCING,CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT FLORIDA JURAT(F.3.117. 3) OWt+tER OR AGENT_�'�.+P CONTRACTOR �,[t'�--" 1 S�qs��and swom tq(or affi e(1)before me th(s Subscribe�nd sworn to ffi )bef re me this `� by L4UP..�i (�� 1�19-i5 by � Who is/arq, ersonal�known 4 me or hasthave produced Nfio islare ersonait me or hasfiave produced as ldentfication. as identificatfon. \ �_ �� E ,rC-�Er'° ~r Notary Public 1. ��.1°"`i'� �� Notary Pubtic Commission No. Commissio ,,,��„ ,, ,,'t*hY�••'., CRAI�CANT � • ro� EXpit@S Jue9". Name ot N _ t ptir6 All#FF 130253 Name � s��e FF 130253 :,.a, ; i .� *° so�i� 8,2018 � E�ires June 8,2018 � v �i;qt�;,�" e�aaarn„i�f.��,..�.soo3es�a�a '�'�� 8°�7twTroYFdntnu�r+rKe80D�8S•70t8 j i � � � P • • ,? � 1 . � 111111111i1111i111l11111111i11llflllllllill11111i11111111111 � 2015009503 Rcp�.:1635101 `Ii'��0.00'00 ! • � DS: 0.00 PermitNumbar � ` 01/21/2013 D. B. . Dpty Clerk Q8(Gg��Q�fUt11�?@f -a �•��p -p-Z ' " . �PRUI,ii S 4'NEIL,Ph.0.PR5C0 CL£RK & CtlMP7R0U.ER � .. �1'2��2�1913��' 1 33�2 NOTlCE OF COMMENCEMENT �•�� ott BK �� State of Ffarida - -rt��=,1,�•er,1;,REgEP.11ED6'',}i�C;i,E°i<th�iHli4Qtl�Tt:LP.'F1FtCA7fiTc! County af�a,sco � � � • � • � � THE UND�RSiGN�D hereby gives notice that impravements (i be made ta ceRaln rea!propertyr, and in accordance with Section 713.13 of the Florida Stafutes,the foliowing information is provided in this NOT CE OF COMMENCEMEi+IT. t�.�o.�c!�oati�o►,-r'�+�►s ti.On+c. P�i 3y� 1.Oescrip#ion of pmperty(lega!descrlptlon): �'�9R��D '�a ��j o c 5�99 �i ' i o�co a)Street(jobj Address:3'7�`! 1.�.��t,s h �► � 2.General description ot improvements: l ns�o.Elin r cL � �r. e, s � - ' 3.4wner informatiott or Lessee fnfarmailon Nths Lessee co racted/arthe improvementc a)Name and address:�l a �o �L S i.c�id,� � i� ��5 �'� 35�k b)Name and address af fes simple�tlehalder(if difEereMlh Owner listed a6ove) c)IntereSt in properiy: 4.Gontractorinfom�ation �� o�5{�r��.nn � �-� 1 ��-• a)Name and address: �0�5" h1 c i t �1 • �� c.4�s �'1 3s s b)Telephone No,: �13°`?��-i b F No.:(ap�onal) �13-�?t5(,�� S.Surety{if applicable,a copy of the payment bond is attached) � aj Name and address: b)Telephone No.: c)Amavnt of Bond: � 6.Lender � a)Name and address: b}Telaphone No.: ' 7.Persons within the State af Florlda designated by Owner pon whom noSces or other documents may be served as provided by Section 7i3.13(1}(aj 7.,Fiorida Stafutes: I a�Name and address: h}Telephone No.: Faac Na.:(optional) 8,a.tn additian to himseif or herself,Qwner designates of to receive a copy of the Lienor's Noflce as provided in Sec6 n 713.13(1}(b},Ffiarida Statutes. b}Phone Number of Person or entity designated by Owner: S.Exptration date of notiae of aommencement{the�piratlo date may nat be betore the completion ot construction and final payriment to the- conUactor,but will be 1 ear from the date of recordin unie a diffenent date is s ci6ed: � ,20 WARNING TQ OWNER:ANY PAYMENTS MADE BY THE 0 NER AFTER TNE EXPIRATiON OF THE NOTICE Of COMMENCEMENT ARE C4NSlDERED IMPROPER PAYMENTS UNDER CHAPTER 71 ,PART 1,SECTION 713.13,FLORIQA STATUTES,AND CAN itESULT IN YOUR PAY{HG TWlGE FOR tMPROVENlENTS TO X4UR PROPER .A NOTICE OF COMMENCEI�ENT MUST BE RECORDED AND POSTED ON , THE JOS S1TE BEFORE TNE FlRST tNSPECTION. IF YQ INTEND 't0 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A3TORNEY BEFORE COMM{EHClN�WORK QR RECQRDlN YQUR NO'fICE OF COMMENCEMENT. ' Under penatty of perjury,I declaee fhat i have read the forega(ng natice af cammencemeni and that!he facts staled therein are Uue to the best of my know ge and belief. ''''� . ` I�QJ.1v ,lo['��C'i"45 � (Sig of Ow�er or essee,or Owners ar Lessee's(Authorized CHt'icer irectorlPartriedManeger) (Pdnt N e and Provide Signatary's Title10ffice) The f�q o ng instnament was acknowledged betore me ttiis day of'�'p�,�,� ,20��'" by ?'�i,t�1��.� l`10 Ct-i� as W ` (tyPe. auth�rity,e.g.officer,wstee.ettaney in tact) for �T ,as . (Name ot peroon) {type of anihority,...e.g,otticer,vustee,saamey M taa? tor (name of.party an behatf of whom insUument was executed). Persona4fiy Krrown Praduced!D ❑ ° Type of ID Notary 'sgnature P int name �•� „ � ��30233 ' �P�+e�•�w�e 8,20t8 , e�,e.sntur�arr�§,ur�m.easceaat: ' ��@•➢l9tDq�, � , •� °, ,.�� _; . �+ ` �� STATE OF FLORIDA, COI��TY OF P�SC�7 � � f'�' THIS IS T0 CERTIFY THAT THE FOREGOING IS A � ' � � TRUE AND C�RRECT COPY OF THE DOCUMENT � � n�orjye,a��A q � �. �n<r ON FILE OR OF PUBLIC RECORD IN THIS OFFICE �•: WITNE$S II�Y HAND A D OFFICIAL SEAL THIS '•� �► �• ,�8g�� e a1 DA OF `n 2� �� ° ° � PAUL N COMPTROLL�R �'��lDA � BY T DEPUTY CLERK �, ; LEONARD G. " EOFF" WOOD, P.E. 3704 BRU ON ROAD PLANT CIT'Y, LORIDA 33565 (863) 64 -5517 B��vG��=�t.L� .�.�,�,,�y�.F�.,��,�.��v �vaT�� DATE: 1-19-15 FL��'��iC��„ p��v�, Y'1��;CI��,,,.�a: � � ANI3 -�C��S. B&H Construction Zephyrhills, Fl. ��r t,��W ��y° . a�17°� 1 ��;�� '"a��v-/�f' Re: RA OND MORRIS ��s �XA��v�R�'�LLS Address: 37543 Landis Ave LOT 78 R Cf Zeph hills,Fl. This letter is to certify that I have r 'ewed the above referenced structure to determine the structural adequacy of the existing structure. Our goal is to install glas windows in an existing screen room. The existing screen walls we e built to code and inspected using 2x2 extruded aluminum. We will a ach.040 open back to the existing aluminum supporting walls with#1 x 1-1/2 S.M.S. 16" OC to obtain a wall that meets the current codes t support glass windows, after doing the calculation this job falls der the category three sunroom. As always, should you have any q estions,please feel free to call at any t' e. Leonard G. Wood 3704 Bruton Road Plant City, Florida � (863)430-2717 �� R B R H C�mo�of Cmud fl lae �tmdndi�d�meet Poe 2010 Flmid�BmWiaD Oode Bm7d'mL.Seati�1609 MAX WII�ID 1�0 MPf3 Ismud G.GmBWaod .I LBONARD Q.'YIEOFY WOOD ffiiQII�t i �ao.w�a,raNrn�t i ��.e I r�cef:F�a+n3sss r a a�aam� _ _ '_ "'_........-.g .;} • � � . . - � Page 1 of 1 . � Y�. =;�:�.� _ ,� ,:` `� . _ � �.=�_ _'�:' '�:�; �.� �s� {"-5..:f�= -�.;;- sz:�;:--'' __ _ _ ,_ -. . .-•< _ _: :.'t�_.�aft :t- �«_ :r::��,�- '-�-z� ^.;�°, - �f;a: _ __ - . _" ft'? : ' . �r� _..� ... _ .�r'4'.:�� ,;�-_v`"„"X{ti� . �� _ - ''i...�l....,..zi� ::3��V'�'^ �„i,' °� {��9k'�' _ `. �'"._'V .Y' _ .%i,'". ... : :,' �rr�?. .o;� .�.��.`,fi'�- ' �y"/.' � � .� ' fSr+.G�.%. �' Y��^G 710 7p 680 884� ,�'Y` `�""'a 870 :�� , , �1":. .s. `�.,- 4�9` _ .- : ��':.s_i.�Y- '�"-'.��,,,DBBO _ y? �±' ' . '' _ - >�C" ��v_� -� _ � %� ' 4<-, _ �� _, I,�`� r.�?.. 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' t�..' Pei•mitNumberc Date: _j-/�-I� r � ,w ' � O+DIiZ�a� + A'V�T The Sunronm referenced by ttte above permit has be ❑ designed to meet the requirements of a Categary __� Sunroom � according to ihe belaw specifications. j Category,t: A roof or a covering of xn outdoor s�aCe; 1'�e openings shell be permitted to be anclosed with insect screcn.ing or � 20 mil maximwm thicl�es's pla5tic&lm. The sgaco is d ed as Non-HabitabTe aad uneobditioned. Cate�ory II: A roof ar a covgring of an outdoor'spa e witb eaciased walls. The openi,ogs are permifted to be enclosed with translucent or trans areut ntastic or giass. �'he�space is efin�d as Non-Ssbitnble and unconditioned. �i"Ltrt,�p�,�' f�:�!�G.f r"�r �Cstc�ory III: A roaf dr a covering of au outdoor spa e with enclosed waT7s. The openings aze permitxed to be enclosed with - translncent or h�nspartnt plastic or gl�us. The Sunrao eozuplits with addidanel saqezireme�is for farrxd entry resistaace, air leal:agc resistauce aad water penetrafiou resistat�ce, The paco is defined as Non�IIabitab3e and uncondit'soued. . � Category IV: A raof or a covering af an autdaoz spa e with enciosed walls, The Sunroom is designed to be 6eated and/or ; coalcd by a separate temperature contra2 or system and ' tl�ezmally isolated&om the primary s6ucture. The Sunroom complies • with additianal raquirements �'or forced entry resistan e, s�ater penetration rasistnnce, air kskage resistane� and thermal perfosmance. '�'he space is de#9ned as Hsbitsble and eon i�ipACd. � Category'P: A roof or a eover�ug of an ontdodr space enclosed walts. 'The Sunroam is desig�ect to�he heated andlor coaled and as ogen tfl ttae primary st�ucture. Thc Sunroom co glies with additional rGqtairtments for farccd entry resistauce, wafer • peneh-ation reststance,ais lcakege zesistance and thcrmai rformence. Z2►e space is dcSned as Sabiteble and coaditioned. r The additiaz�sha2t comply with atI zoaing,shvatural aad gress requiremeats as speciScd foz the designated Sunroom category. This room sba1l not be used as hablfa"ble space as de�.ned by the Florida Building Cod'a,2044,Chapter 2,Section 202,unlass it has been ctassifi�d as a Typc IV ar Type V Sunroom. '",H.�BITABZE": An azea designed to afford living space y virt�xe of its environmeatal control using heating andlor ais conditioning. ",JYf?N-I�.B'.i"�'t.l�3LE'� �4n area dnsigned tv a,fj"ord tiving are on b less thon yem�-round basis by virtue of it's lack af etrvtronrrientai or temperature control sysrems. Non-habira le space is deslgned to serve ar recrentiohal space on a sensona! a��. , . _ `7IIVCONDIT70N.ED SPACE": Interior or exteric+r spacs ith no temperat:cre control system. "G'�'NUITIOIYED SPAC:E": Space�vit�in a buitding that ' provfded ivith a heati»g tmdior coat rtrg system. • The property owaer has been notified that shot�ld tht additi n�of any form of temperature control system to any Category I,II or III Sunroom or th�removal of the daors separating any non- tcgory V Sunroom$oa the host sffuc�tw�e should accur, the room shall became nop-compIieut sad must comgly fully with all of tho requirements for habiiablc/condi#ianed spaces as mandated 6y thc Florida Building Code,the Florida Modo!Energy Code d State Statues, . � c.�5�-�S' � ' Contra ar License Nnmber Contrac ignacure Homeo er Signat�e . �';�,� �r . � _ . •� —p „ Y y`�T /ry /'`� � e , a`+�+��A V�L L1 i i6J�� 3"iJ,JL4 Y../��.�%�V�1Sii`! ' f/ " ;� w.r�a�H uT�.oaF GZ,..A�IlVG 1. DETE�7..NIl�NE THE ADJUST�D ALI�A,RIEA WI'�'HIN 6'-8" OF 'IT.H� FLa00�. TOTAL WALL A�tEA VVIT:�IIltiT 7�OTAL WALL A�.REA ti'VITHIN 6'-8" OF THE FLOOR ON T'HE + 6'-$" ��' THE FL00�.2 ON Ol'�'E LONGEST�AI�L �DDITI{3N.AL WALL TaTaz,wai,L�a: + ��F . ADJUSTEI3 WALL��`EA (S +� =T T�.. WA.LL A�2.EA (BELOW 6'-8"). � 65% a��s��w�z.,�A�A: 1 y � x .b5 _ /„��s�� SF � � 2. �EZ'ERI��IE T{�TAL, GLAZED � OPErTIN� ,A�.A IN ADJLTSTICD WALLS: OPEN A�A iN + �]P'EN�.A II�T THE SAME LlQNGEST WA:GL 4T.�gt S�T��E '�A�L � ,I TOTAL GLAZED AR:EA: + U� = / ,,,� SF � T� T4TA�.;.GLA►��t QR OPE G��E.� �� ]��UAL 'I'O fJl�GREATER'�'�.tAt� '��E TI'J'I'AL A�►JITSTED �VALL� , � P�C�JECT IS COI'�TSIDERED A "StT�E2tJOIV.�" 4 PROJECT IS A "S O�OI�": `SI�S NO . _ _� Florida Building Code Online Page 1 of 1 .�.r.,� - - - . . ° • ` o d . ' ° o d o �-,... . .. Florida Departmern� gCIS Home I �9 ln � User RegistraUon � Hot opics � Subml[Surcharge � Stats&FacLS � Publicatlons I FBC Staff I BCIS SRe Map � Links �PSearch � Bus�nes Professi al �.� � USER:P,C,yiApproval Regulation Product Aooroval Menu>Product or A Iication Sea ch>Applicatlon List , Search Criteria Refine Search Code Version 2010 L# 13406 ' Application Type ALL roduct Manufacturer qLL Category ALL ubcategory q� Application Status ALL ompliance Method ALL Quality Assurence Entity ALL uality Assurence Entity Contract Expired ALL Product Model,Number or Name ALL oduct Description ALL Approved for use in HVHZ ALL pproved for use outside HVHZ ALL Impact Resistant ALL esign Pressure qLL � Other qLL Sear ch Results-A lications FL# Tvoe Manufacturer Validated Bv Status ' FL13406-R2 Revision Custom Window Systems Inc. Steven M.Urich,PE Approved Historv Category:Win ws (717)932-8500 Subcategory: orizontal Slider *Approved by DBPR.Approvals by DBPR shatl be revi ed and raUfled by the POC and/or the Commission if necessary Contact Us:: phone:850.487-1824 The Sta[e of Florida Is an AA/EEO employer. : privacv Sta[ement::AccessibiliN Statement::Refund S[atement Under Florida law,emait addresses are public re rds.If you do not want your e-mail address released in response[o a public-retords request,do not send electronic mail to this entlty.Instead,contac[the ffice by phone or by tradkional mail.If you have any questions,piease cantact 850.487.1395.•Pursuant to Sectton 455.275(1),Florida Statutes,etieUive Octa er 1,2012,Iicensees Iicensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used f r ofFlCial communiotion with the Iicensee.However ematl addresses are public record.If you do not wish to supply a personal address,please provide the DeOa ent with an email address which can be made availabte to the Dublic.To determine if you are a Ilcensee under Chapter 455,F.S.,please click here Produet Approval Accepts: � �� 5CCUri 1t�CIN�4'� _ file:///C:/Users/Diane/AppData/Local/Temp/ RR6DH14.htm 1/20/2015 , =�Florida Building Code Online Page 1 of 2 w.:..�., . _- • e• ° 0 9 • � ' D . o �� U �".. ,. Florida Departrr�ent� ��S Home � Log In � User Registratlon � Hot T pics � Submit Surcharge � Stats&FacLS � Publicatlons � FBC Staff � BCIS Site Map � Links �,Search.�. Busines Professi I � x� Product Approval � � USER:Public User Regulation Produd Aooroval Menu>Produd or A Iication Sear h>Aoolitation List>Appltotlon Detaii ' �# FL13406-R2 Application Type Revision Code Version 2010 Application Status Approved Camments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext291 ekoss@cws.cc Quality Assurence Representative Jay Lathrop , Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who d veloped Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurence Entity Keystone Certifications,Inc. Quality Assurence Contrect Expiration Dat 07/21/2020 Validated By Steven M. Urich,PE G Validation Checklist-Hardcopy Received Certificate of Independence FL13406 R2 COI EvaiReo CWS-516B(HS-7000 Alum Strucl.odf Referenced Standard and Year(of Standa d) Standard Year AAMA/WDMA/101/I.S.2/A440-OS 2005 ASTM E 1300-04 2004 Equivalence of Product Standards Certified By Sections from the Code file:///C:/LTsers/Diane/AppData/LocaUTemp OGWOD86.htm 1/20/2015 Florida Building Code Online Page 2 of 2 _ • Product Approval Method Method 1 Option D Date Submitted 08/07/2014 Date Validated 08/13/2014 Date Pending FBC Approval 08/14/2014 Date Approved 10/15/2014 Summa of Produds i FL# Model,Number or Name Description 13406.1 HS-7000 Alum. Horizontal Slider HS-7000 Aluminum Horizontal Slider in Aluminum Structures. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13406 R2 II CWS-516B(HS-7000 Alum Struc).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:HS-7000 Horizontal Slider in Aluminum Structures, FL13406 R2 AE EvalReo CWS-5166 fH5-7000 Alum Max.Size XOX, 120"x 66"at 35 DP; Max.Size OX or XO, Struc . df 72"x 72"at 25 DP. Created by Independent Third Party:Yes Back Next ConbR Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer Coovriaht 2007-2013 State of Florida.::£[ivacv Statement::AccessibiliN Statement::Refund Statement Under Florida law,email addresses are public records.If you do not wan[your e-mafl address released In response to a pubtic-rernrds request,do not send electronic mafl to this entity.Instead,contact the office by Dhone or by t2ditional mail.If you have any questions,piease contact 850.487.1395.•Pursuant to Sec[ion 455.275(1),Florida Statutes,effective October 1,2012,Iicensees Ii[ensed under Chapter 455,F.S.must provide the Department with an email address tf - they have one.The emaiis provided may be used for offlclal wmmunfo[ion with the Iicensee.However email addresses are public record.If you do not wish to supply a personal address,please provfde the Department wi[h an email address which can be made available to the public.To detertnine if you are a ticensee under Chapter 455,F.S.,please dick here Product Approval Aocepts: � � �h°- � seCUiit ntt:7utcs I file:///C:/LJsers/Diane/AnnData/LocaUTemn/IOGWOD86.htm 1/20/2015 HORIZONTAL SLIDER ELEVATION (NON-IMPACT) NON-IMPACTREQUIREMENT: (SHOWN W/DIFFERENT OPTIONS) 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 75 1/4°MAX FLANGE WIDTH THE FLORIDA BUILDING CODE,CURRENT EDITION. 74„ L7]1L_MAX.FLANGE WIDTH . p.GLAZING OPTIONS:(SEE SHEET4) �MAX UNIT WIDTH� �0'MAX UNIT WIDTH 3611/16" 3.CONFIGURATIONS:"OX",'XO',OR"XOX" SASHWIDTH GLA28SDL0 GLA�S DLO SAS�H�WID H 4.DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS�BASED ON,TESTED PRESSURE AND GLASS TABLES �3��4� 66 718• ASTM E-1300-04. M�' GIASS 67��q� -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST FLANGE DLO MqX, s PRESSURES AND GLASS TABLES ASTM E-'I300-04. HEIGHT FLANGE 7Z• HEIGHT 8 5.ANCHORAGE:THE 33 1!3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF UNTO X THIS PRODUCT SEE SHEETS 8 8 9 FOR INSTALLATION DETAILS. HEIGHT SA�S�H� 1/4 �/Z 1/4 603/4• HEIGHT 66. X p X p�oss 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM IS RE�UIRED Mqx IN WIND BORNE DEBRIS REGION. G�S UNIT 635/16• DLO � HEI� � � HEIGH7 AT ALL FRAMME ONN SENTS ARE SCREWED TOGETHER,SMALL JOINT SEAM SEALANT USED ��8. � 8.SERIES/MODEL DESIGNATION HS-7000. 62 1�2" GLASS DLO GLASS DLO e s GLASS DLO 9.PORCH ENCLOSURE TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR DESIGN PRESSURE RATING DESIGN PRESS t35 PSF WITH A MINIMUM WAL�THICKNESS OF.045'OR.125"AS SHOWN IN THIS DRAWING (BACKING PLATE WITH ATTACHMENT BY OTHERS MAY BE REQUIRED TO ACHIEVE 125" THICKNESS).STRUCTURAL INTEGRITY OF PORCH ENCLOSURE TO RECEIVE APPLIED 61'W1nx.FUwGE wi071-I 891/e•ntnx.Ft1wGE WIDTH LOADS FROM WINDOWS SHALL BE VERIFIED BY OTHERS. 59 3!a' 87 7/e•t�nnX.UNIT WID7H 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X=OPERABLE SASH,O= Mnx.UNiT WIOTH FIXED SASH 29 9/16• 25 7/8' 26' 29 9H 6• SASH WIDTH GLASS DLO GLASS DLO SASH WID7H ��,SECTION CALLOUTS FROM OX 8 XOX ELEVATIONS APPLY TO ALL ELEVATIONS IN A � � SIMILAR LOCATION. 67 1/4" MAX. 67 1/4• 60 7/8" 12.WEEP SLOTS=1/4"X 1"LOCATED 6"FROM BOTH ENDS. HE�IGNHT GLASS FIANGE p OSS DLO HEIGHT MAX. � X t/3 1/3 1/3 UNIT X O X HEIGHT SL3 5LLfi 66" 63 5l16• 62 1�2• SASH MAX. SASH GLASS HEIGHT UNIT HEIGHT DLO � HEIGHT � � 27 7�8• � 62 1�2• GLASS GLASS GLASS o�o o�o o�o B ADDED DP 35 OXAND.125"WALL INSTALLATION 08/06/14 DESIGN PRESSURE RATING DESIGN PRESSURE RATING LUCAS A.TURNER FL.P.E.52801 A UPDATED PER 2010 FBC 10/14/11 +35 PSF +35 PSF - - ,,,��P�yDREW��G��, � ��GP..��G�IV,$��.'•.RZ�� WIND�ons TABLE OF CONTENTS �t� No SBZU1 .��; 1900 SW 44TH AVE. Lucas A.Tumer � • � OCALA,FLORIDA 34474 GENERAL NOTES&ELEVATIONS....... ... ... 1 2014-08-08 12:43-04:00 �*S i4 :*� ANCHOR SCHEDULE 8 NOTES...... ... ....2-3 �� +.o. : � iT�E:GENE EVATIO S-P H ENCLOSURE ••� 4 :9�: STA7E OF '� �L NOTES$EL N ORC GLAZING............. ... ... .... ... •Itl: SECTION VIEW'OIX"I"X/O" ... ... ... .S ��(�; �:tV� ERIES; ruW N BY' qTE: O9I24IZOO9 SECTIONVIEWS�X/O/X° ....... ... ... .6 THEINFORMATIONCONTAINEDINTHISORAWINGS7HE�SOLEPROPERTYOFOCUSTOM ,,�,I�tY�C�R1�.�0��,, ODEL.700O cA�E. ADE WG.NO: I EXTRUSIONS881LLOFMATERIALS....... ... .7 WINDOWSVSTEMS,INC.PNYREPRODUCTIONINPARTORASAWHOLEWITHOUTTHE ��i��SjpNALf�ap�� HORIZONTALSLIDE NTS CWS-516 INSTALLATIONDETAIL.............. ... ... .8-9 WRITfENPERMIS510NOFCUSTOMWINDOW5Y5TEM5,INC.ISPROHIBfTED. ►��\� EVLETTER: B HEET; �OFJ .045" WALL 6063-T5 ALUMINUM SUBSTRATE SEE SHEET 8 FOR DETAILS 10 1/2'MAX O.C. �P) _..{I� 4, 6'MAX.(TYP) I r-�{q�r^ SEE NOl'E 2 10 1/2'MAX O.C. 4. I�l4'�--- I �P� �� SEE NOTE 2 r1 6'MAX(TYP) q• -�{ 4•�I'` 6•MAX(TYP) � I 4• I C � � 6°MAX.� I � INSTAILATION 10 1/2'MAX O.C. I ANCHOR(TYP) 10 1/2'MAX O.C. (1Yp) R�P) I � INSTALLATION I O v ANCHOR(TYP) � /\ � O __-L_ � I - -- -_ __ __ I � I B B ID p � , � A � � C (FIXED RAIL) (FIXED RAIL) (FIXED RAIL) ANCHOR LAYOUT-OX AND XO ANCHOR LAYOUT-XOX 7XRUFLANGEBFRAME THRUFLAIJGEBFRAME NOTE:INSTALLATION ANCHOR DETAIL APPLIES TO ALL CONFIGURATIONS NOTES: 1.INSTALL ONE PAIR OF ANCHORS AT EACH LOCATION CONSISTING OF ONE#8 TEK SCREW THRU WINDOW FLANGE AND ONE#10 THRU WINDOW FRAME. SILL ANCHOR LOCATIONS SAME AS HEAD. 2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/8° USE SHIMS WHERE SPACE GREATER THAN 1N6"IS PRESENT B ADDED DP 35 OXAND 125"WALL INSTALLATION OS106/14 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALLOWED. LUCAS A.TURNE FL.P.E.52801 A UPDATED PER 2010 FBC 10/14l11 5.ALL&NSTALLAT ON NCHORS MUST BE MADE OF OR COATED W TH A CORROSION'RESISTANT MATER�qRU ALUMINUM STRUCTURE. ,,,,�y��1DREW��G�,�i / ��ti� DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. ��VP••V�C�roSF•,�'L�� WINpOWS&DOORS �y ��: No 58201 '�A� 1900 SW 44TH AVE. 6.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. ��.�___ �*; �*? OCALA,FLORIDA 34474 �.o; * • - ITLE: 7 SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE W ITH ;a� ANCHOR SCHEDULE&NOTES-PORCH ENCLOSURE THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: N9'. fi7ATf OF .�1� ERIES: RAWN BY� ATE: FMA/AAMA100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), pROPRiEfARYANDCONFlOENiIAL 8/6/2014 'y��':�� pp:�� 7000 ADE 09/2412009 I FMA/WDMA250(BOXWINDOWS),FMA/AAMAIWDMA3OO�EXTERIORDOORS�. THEINFORMATIONCONTAINEDINhiISORAWINGISTHESOLEPROPFRTVOFCUSTOM �j�s�'..�.A�. `Q�� ODEL: CALE: WG.NO. WRDfTTENPERMSSIONOFCUSTOMWINDOIWSYS MS,�INC.SIS ROHIBI7ED.��TME ��aj�O�A1,�;,�� HORIZONTALSLIDE EV LETTER;NTS HEET� CWS-S'IG, B 20F9 .125" WALL 6063-T5 ALUMINUM SUBSTRATE ' SEE SHEET 9 F'OR DETAILS s•�nnx.�rrP.�--�—�iz_n�nx.o.c.�rvP.� SEE NOTE 2 SEE NOTE 2 q��q* 6`MAX.(TYP.}---��--�}�—�-1Z MAX.O.C.{TYP.) A �--�� i 4•�._.4• C . s•rna�c.(rrP.) � � � 6'MAX.(TYP.} � ],Q_MAX.O.C. � inP�?� � i�r�tvc o.c. ' (TYP.) I � INSTALIP,TiON � ANGHOt2{TYA} — O `— -- X X O „ I ANCHOR(TYP) � 1 � — _... __ ^.. __ ..._��— B D D � � e � � A � � C (FIXED FtAIL) (FIXED RAIL) (FIXED RAII.) ANCH4R LAY4U7-4X ANd XO ANGtiQR tAYQUT-XOJ{ ��`"E NOTE:INSTALLATION ANCHOR DETAtI.APPLIES TO �+RU�E ALL CONFIGURATIQNS � NOTES: 1.INSTALL ONE ANCHOR AT EACH LOCATI4N.SILL ANCHOR LOCATIONS SAME AS HEAD. 2.3HIM AS REQ'D AT EACH INSTAILAT{ON ANCHOR USIN6 LOAD BEARING SHlMS. MAX.ALLOWABLS SHIM S7ACK TO @E 1/8° USE SH1MS WHERE SPAGE�REATER T1-lAN 1t1B"IS PRESENT B ADDED DP 35 OX AND.125°WAII ENSTALIATION fl8/06/14 3.L4AD BEARING SHIMS SHALL BE CONSTRUCTED QF HIGH bENSITY PLASTIC OR BETTER,WOOd SHIMS ARE NOTALLOWED. LUCAS 7URNER FL P.E.52901 A UPpATED PER 2010 FBC 10/14/11 4.#10 TEK SGREUV ANCNORS MUST BE OF SUFFICIENT LEFVGTH TO ACHIEVE A 1t2"ENGAGEMENT THRU ALUMINUM STRUCTURE. ,,t��tNpRE�rt�ji,, _,(J/��'-�_-- 4 y.,.�.�.. /� � P �rrra � �cc,wvyi 5.AL.4INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORR0310N RESISTANT MATERIAL. ��p,�';, �GEN$'G�Q��i,, �("�, DISSIMILAR MA7ERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. ��JV� 4 F •,f�� . ,r!l1WBJDOWS&DOORS ��r� No 5820't ?a� 1900 SW d4TN AVE. 6.INSTALLATION ANCHORS SHAL�BE IN ACCORDANCE WITH ANCHOR MANUFACNRER'S INSTALIATION INS7RUCTtONS. �� *.t � �,�,� OCALA,FLORtDA 34474 7.SEALING AND FLASHING STRA7EGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE W ITH �'�� " ITLE: ;�L'� ANCHOR SCHEDULE&NOTES-PORCH ENCLOSURE THE GURftENT VERSlON OF THE FOLL6WING REFERENGE DOCUMENTS: �9 t &TA7E OF W4 ER�ES: RnwN�r nTe: .�: �/� 0912d12009 � FMWMMA100iF�NWtN06WS},FMAlAAMA204{FLAtJGEWINDOWS}, r�ovr��tqRynr�ocaNFl�£tmAt 8J6J2014 �i�'�`�.;�(ORtir??p'��, ODEL'7p�6 CALE: A�� WG.NO.' FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS). wR��ssib�r�io�sTOMW�ND�WSYSTEMS,�INCS ROHB ED�.N��TME ,��R�NAy�pQ�, HORIZON7ALSLIDE ��ETTER:NTS HEET• CWS-SIB B 30F9 i 518'OVERALL 5/8'OVERALL 5/8'OVERALL SIB'OVERALL ' � 1l8'ANNEALED 1/8"TEMPERED 3/16'ANNEALED 3116'TEMPERED , 318'PJRSPACE 3/8"AIRSPACE 1/4°AIRSPACE 1/4'AIRSPACE � � 1/8'ANNEALED V8'TEMPERED 3H6'ANNEALED 3/16'TEMPERED 39 INSTAGLAZE 3 39 INSTAGLAZE 3 INSTAGLAZE 3 PURFECT GLAZE'H' PURFECT GLAZE"H' 39 INSTAGLAZE 3 gg PURFECT GLAZE'H' PURFECT GLAZE'H' 13 13 13 13 GLASS TYPE D GLASS TYPE E GLASS TYPE F GLASS TYPE G NOTE:GLASS TYPE D IS NOT AVAILABLE FOR USE IN THE FIXED SECTION OF XOX 1/4-1/2-1/4 UNITS. --{ �1l8'TEMPERED � �3/16'ANNEALED � �3/16'TEMPERED I 3y INSTAGLAZE 3 39 INSTAGLAZE 3 39 INSTAGLAZE 3 PURFECT GLAZE'H' PURFECT GLAZE'H' PURFECT GLAZE'H' 13 13 13 B ADDED DP 35 OXAND.125"WALL INSTAILATION 08lO6/14 LUC S .TURNE FL.P E 52801 A UPDATED PER 2010 FBC 10/14/11 ,��PNpREW��i�,i GLASS TYPE A GLASS TYPE B GLASS TYPE C •`�GP�''v��NSF�.�'L�'� wuan�oRs �i� No 58201 .�� 1900 SW 44TH AVE. NOTE:GLASS TYPES A AND B ARE NOT AVAILABLE FOR USE �.k: �*� OCALA,FLORIDA 34474 IN THE FIXED SECTION OF XOX 1/4-1/2-1/4 UNITS. ' ' � • - ITLE: Z� �'�� ;a� GLAZING DETAIL-PORCH ENCLOSURE •�P', STATE OF •�: ERIES: RAWNBY� ATE: PROPRIETARYAND CONFlDENTIAL 8/6/2014 �'��'•.,�� p P:��J 7000 ADE 09/24I2009 I T H E I N F O R M A710N COMAINED IN THIS ORAWING IS THE SOLE PROPERiV OF CUSTOM �I�S' a R� Q�� O D E L: C A L E: W G.N O.' WRIITENPERMISSIONO�STOMWINDOIWSYS MS,�INC ISPROHIBfTED.��TME ,I��/��A�,��,,, HORIZONTALSLIDE �LET7ER:�' HEET• CWS-S'I6, B 40F9 INTERIOR � 39 44 13 31 � 39 7 , 7 �38 6 39 5 � 38 0 3 38 9 51 46 49 50 4 16 4 � EXTERIOR 10 44 EXTERIOR INTERIOR 38 �� 46 40 5 15 18 3 " 3s B ADDED DP 35 OX AND.125"WALL INSTALLATION 08/06/14 LUCAS A.TURNER FL.P.E.5280 A UPDATED PER 2010 FBC 10/14H 1 3 Z NOTE: ITEMS 5,7,14,17,1921,29,30,33-35,37,41-43,4e ��`�g�:��£��,rG��i� '!' ��,/�� ARE USED BUT NOT SHOWN FOR CLARITY ��GQ',•'�,�., $F'.'� O ��'�'��WVfY 'L WINDOWS&DOORS �:� Mo SB201 ;��: 1900 SW 44TH AVE. OCALA,FLORIDA 34474 SECTION A-A Z� �*� * �*= ITLE: :'fl� :a� SECTION VIEWS-"XO"OR"OX"-PORCH ENCLOSURE �PO�. STATE OF i��: ERIES: RAWN BY' ATE: PROPWETARYANDCONFlOENitAL g�6/2014 +�T•y'C� OP:��,�� 000 ADE 09/24/2�09 I 7HE INFORMATION CONTPJNED IN THIS DRAWING IS THE SOLE PROPERN OF CUSTOM �I�S�'•�R ti (�� ODEL: CALE: WG.NO: WRDfTTENPERMI55IONOF USTOMWINDOWSYS MS,IN�S ROHIBITED.��TME ,'��,Isjj��A��r�,`, HORIZONTALSLIDE �LE77ER:NTS HEET� CWSU�'IG B 50F9 INTERIOR 39 13 44 39 12 6 � � 31 � g 39 8 38 38 � � 3 16 46 50 49 g 36 51 q EXTERIOR � SECTION D-D 5 39 0 44 10 38 44 EMERIOR INTERIOR 38 46 11 5 39 15 40 5 B ADDED DP 35 OX AND 125"WALL INSTALLATION 08/O6/14 18 LUCAS A.TURNER FL.P.E.52801 A UPDATED PER 2010 FBC 10/14H 1 NOTE: ITEMS:5,7,14,17,19,21,29,30,3335,37,41-43,48 ��,pNORE6y��i�� 36 ARE USED BUT NOT SHOWN FOR CLARITY. ``��Gp�;.y�G E iVSF G�¢,y��r �p�ORS 3 2 ��:� h90 582D1 ,?�: 1900 SW 44TH AVE. 3 �*L * �*� OCALA,FLORIDA 34474 �� .o: • � ITLE: ;¢.�T SECTION VIEWS-"XOX"-PORCH ENCLOSURE �9'. STATE OF .�� ERIES: RAWNBY� ATE: SECTION C-C 8/6/2014 %�T�.� .��` 700o ADE oslz4/zoos � 7HE INFORMATION CONTAINED N 7HI5 DRAWING 5 THE OLE PROPEFtTV OF CUS70M ��•�FS�a R t�P`p?�, ODEL: CALE: WG.NO.• WRITf N PERMISSION OFCUSTOM WINDO'W SYS MS,�INC.SIS ROHI�D.OUTTHE ��j�,S+O�a;�\,�� HORIZONTAL SLIDE �LETTER:NTS HEET CWS-S'Is B 60F9 fTHvl PART DESCRIPf10N VB�IDOR MATB�IAL 3 4 FRAME CORNER'CONSTRUCTION e 1 S-1077 Fr.Head,Flg. Keymark Alum 2�--� �vZ. 2 I-�1140 Fr Sill,HS7000 Keymark Alum 2' 2 3 5-1043 Fr Jamb,IiS-7000,L.Jb. Keymark Alum �1 � ��16. 4 S-1043 Fr.Jamb,HS-7000,R Jb. Keymark Alum r 6 FI-1569 HD Faed Mtg Rail Keymark Alum I 2 3Ja• Z' 9 S-1563 Fxd.Mtg.Rail Keymark Alum Z° 10 S-1073 Sash Top Rail Keymark Alum � �+r t/1s• 11 S-1073 SeSh BhTI R2il Keymark Alurtl -�+�-1/76" FLANGE JAMB 5-1043 12 1+1138 Sash Meet.Rail Keymark Alum FLANGE HEAD 5-1077 SILL H-1140 13 H-1181 Sash Bot./Pull Rail Keymark Alum 15 S-1074 Scrn.Adapt,w/o leg,Hor¢. Keymark Alum ��i6- 16 S-1075 Scrn.Adapt.,w/leg,Vert. Keymark Alum � y �5�8� � SASH CORNER CONSTRUCTION 17 S-1465 InstallClip Keymark Alum �`�°, ��6• 18 R3804 Roller Assm,Tandem M8M Nylon ,3/'� �5/g• '/16 � 19 R3042 Sash End Cap M&M Nylon � io ii � ��2. 20 P-3044 Anti-LiftStop M8M Nylon �/�s. _� 21 R3043 Sash Stop TeamPlastics Rubber SASH TOP/BOT RAIL S-1073 22 R3038 Sweep Lock Law rence Rastic FIXED RAIL H-1563 PULL RAIL H-1138 23 R3100 Weep Cover,open M&M Nylon 26 P-3011 Wstp.,0.350 x.187 back,foamfilled bulb w/wands Uttrafab i vz•-� 27 P-3305 Wstp.,0.270 x.187 back FnSeal,Black,SoftTouch URrafab 1f16. 3�q. �s 28 P-3303 Wstp.,0.190 x.187 back FnSeal,Gray,SoftTouch Uttrafab ala• 15 ta ��16� sle• 29 R3612 0/8 x 1.000 w/1/4"lead Quad PH Type A SMS Fastenal Steel � Z vis' 1ns• s!e• 30 R3635 �t8 x 0.750 Quad PH Type A SMS Fastenal Steel T I vts° SCREE CATCH S-1075 31 P-3515 #8 x 0.625 Ph FH Type A SAM1S Fastenal Steel SCREEN CATCH S-1074 L � 17 32 P-3034 Rug,HS-7000,at FNR M&M Nylon ��16� 33 P-3342 Seam Sealer,SNF5504 Schnee Silicone LIFT RAIL H-1181 S��g• 34 P-3257 Gasket,Hd.&Sill at Jb.,SFF-3500 HOP Closed Cell � T 35 P-3048 Gasket,Sill,HS-7000 HOP qosed Cell ANCHOR CLIP-1465 36 P-3397 Open Cell Foam Pad HOP Open Cell �-Z�ns'--� 37 P-3003 Shipping qip MB�M Nylon � II � 38 P-3022 Glaz.Bd. TeamPlastics WC ala• NOTE:ALL ALUMINUM EXfRUSIONS ARE 6063T-6 ��2� 39 R3433 InstaGlaze 3,Purfect Glaze"Ff' Dow,Henkel I �� 40 R3352 Set.Blk.,85 Dur.,1/8"x 5/S"x 2"Lg. FrankLowe Rubber � 41 P-3643 HS-7000 Gold Cert.Label,NFRCTab PLAN VIEW ~3�8� 42 R3881 TercQorary Lbl.(NFRGDP) 43 R3613 CWS Lbl.(bgo) B ADDED DP 35 OXAND.125"WALL INSTALLATION OS/06/14 44 GLASS 3/16"ANN. 46 P-3218 Screen Frarre Allmetal RoIlForm LUC S A.7URNER FL. E 52801 A UPDATED PER 2010 FBC 10/14/11 47 R3321 Screen Frame Corner Key Allmetal RoIlForm ��N�RE6y��i 48 R3581 Screen qoth,18 x 16 Fberglass Ph'rfer �� P T �� C�Q!?Z 49 P-3228 Screen S line,.155 Dia.,Blk Da a �`�,Q'�''��NS�'G�0�� P P .G�� F••,�� wwnows&uoorss 50 R3029 Screen Pull Tab Hurley v;� Mo 58201 ;��r 1900 SW 44TH AVE. � 51 R3033 Screen Spring,SS FlaSpring �*; * �*_ OCALA,FLORIDA 34474 � ITLE: z� �'�' :¢� EXTRUSIONS 8 B.O.M-PORCH ENCLOSURE ' NOTE:ITEMS 5,7,8,14,24,R 45 ARE NOT USED ��d;� STATE OF :��1` ERIES: RAWN BY• ATE: PROPRIEfARYAND CONFlDENiIAL 8/6/2014 •��•.�� P:�� 7000 ADE 09/24l2009 I 7HE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTV OF CUSTOM �I�S��..�.�� G' �� ODEL: GALE: WG.NO.' WRITTENPERMISSIONO�STOMWINDOWSIYS MS,�INC.SSPR HBRED.��TME ��hi�Nn��,`, HORIZONTALSLIDE EV LETTER:,.Z HEET CWS-5'Is B 70F9 .045" WALL 6063-T5�ALUMINUM SUBSTRATE INSTALLATION ANCHOR, INSTALLATION ANCHOR, 1l8'MAX SHIM ' #B PAN HEAD TEK SCREW, #10 PAN HEAD TEK SCREW, �/g•ry�q�SHIM (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) INSTALLATION ANCHOR, #10 PAN HEAD TEK SCREW, PORCH ENCLOSURE (SEE NOTE 1) MEMBRS BY OTHERS PERIMETER SEALANT PERIMETER SEALANT BYINSTALLER BYINSTALLER SEALANT BEHIND FLANGE BY INSTALLER 1/8'MAX SHIM SEE NOTE 1 PORCH ENCLOSURE ( ) ^ � MEMBERS BY OTHERS _-� l� PERIMETER SEAIANT BYINSTALLER INSTALLATION ANCHOR, � I! #10 PAN HEAD TEK SCREW, ', (SEE NOTE 1) SEALANT BEHIND FLANGE INSTALLATION ANCHOR, INSTALLATION ANCHOR, SEALANT BEHIND FLANGE � BY INSTALLER #8 PAN HEAD TEK SCREW, N8 PAN HEAD TEK SCREW, BY INSTALLER ' (SEE NOTE 1) (SEE NOTE 1) � g HORIZONTAL SECTION 8 PERIMETER SEALANT BYINSTALLER 1/8'MAXSHIM (SEE NOTE 1) INSTALLATION ANCHOR, SEALANT BEHIND FLANGE #10 PAN HEAD TEK SCREW, BY INSTALLER (SEE NOTE 1) PORCH ENCLOSURE MEMBERS 8Y OTHERS INSTALLATION ANCHOR, t!8 PAN HEAD 7EK SCREW, B ADDED DP 35 OX AND.125"WALL INSTALLATION O8/O6/14 (SEE NOTE 1) LUCAS A.TURNER FL.P.E.5280 A UPDATED PER 2010 FBC 10/14/11 8 VERTICAL SECTION `,QGQ,9��C��y'S,'�TL.�y��, ��D�ORS NOTES: �t� No 58201 �,�15: 1900 SW 44TH AVE. ?*: �*: OCALA,FLORIDA 34474 1 FOR CLARIFICATION ON AILOWABLE ANCHOR TYPES,EMBEDMENTS,SHIMS,AND SUBSTRATE RESTRICTIONS REFER TO NOTES ON SHEET 2. � ' �' • � ITLE: y "'o� �� INSTALLATION DETAIL THRU FLG 8 FRAME-PORCH EN 2.INSTALLATION DETAIL APPLIES TO XO,OX,AND XOX UNITS. /—� �9; STATE OF .�1� 8/6/2014 �O ' -`�(/� ERIES: R4WN BY� A7E: OJIZ4IZOO9 PROPRIEfMYANDGONFlOEN7IAL �I��,�Cpp�pP`•'\c`�` ODEL.7OOO cALE ADE WG.NO: I WRDIITENSPERMISSIONOF USTOMW�INDOWSY57EMS,�INCIS ROHIBI7E��TME •,,,�s/�j�N A��,O`, HORIZONTALSLIDE EVLETTER;NTS HEET: CWS-S'I6 B 80F9 .125" WALL 6063-T5 ALUMINUM SUBSTRATE INS7tV.tATION ANCFiOR, �ll$MAX.SHiM IL&"MN(.SHIM #10 PAN HEAD TEK SCREW, {SEE NO'T'E 1} {SEE NOTE 1} (SEE NOTE 1) PORCH ENCLOSURE PQRCH ENGlOSURE MEMBERS BY OTHERS PORCH ENCL45URE MEMBRS BY OTHEi2S PERIMETER SEALAN7 PERIME7ER SEACANT MEM$ERS BY S7TFiERS BYINSTALIER BYINSTALLER 1(8'MAX.5HIM SEAtANT BENIND FLAtdGE —��SEE N4TE 1} lNS7ALtATION ANCHOR, tNSTACtATION ANCHOR, BY INSTALCER �10 PAN HEAD 7EK SCREVJ, #10 PAN HEAD TEK SCREW, PERIMETER SEALANT (SEE NO7E 1) � � (SEE NOTE 1) 6Y INSTAl.LER � SEALANT BEHIND Fl.ANGE SEALANT BEHIND FLANGE BYINS7ALLER BYINSTALLER $ HORIZQNTAL SECTION 9 � PEf21MEfER SEAt.fWT BYtNS7ALtER � I I PORCH ENCLOSURE MEMBERS BY OTHERS SEF�tANT BENIND FLAt�lGE, BYtNSTACLER INS7ALLATIpN ANCHOR, #SO PAN HEA47EK SCREW, (SEE NOTE 9} A V�R'ncAl sECrtoN 8 ADDED DP 35 OX AND 125"WALL INSTALLATION O8/O6/14 s LUCAS A.TU NER FI..P E 5280 A UPpATED PER 2010 FBC 10/14/11 ,,,��i��jDREWr��i,,, "r NOTES: ��GQ.�.��GEIYgtr1.,Q'L��i wu�m�ottS 1.FOR CLRFtlFlCATIbN ON Al.�OWABLE ANCHOR TYPES,EMBEDMENTS,SHtMS,Ahld SiJB&TRATE RESTRIGTIOhlS 32EFER TO Nt3TES ON SHEET 3 �� 8�a'� =��± '1g00 SW d4TH RVE. p*t 3*� OCALA,FLORIDA 34474 2.INSTALLATION DETAIL APPLIES TO X0,OX,ANp XOX UNIT3. ' ` * ' g IT�E: .�ry '"'6� �a,. INSTALLATlON DETAIL THRU FlG&FRAME-PORCH HN �-""`-' :9�, STAFE OF .�t+' n�� ju y ERIES: RAWN BY� ATE: O9J24I`L{YO9 PROPWETARYANDCONFlUENiIAL 8t612014 �i�'N�•fi(�R�pP`•'��,��' OOEL:'O00 cALE ADE WG.NO: I WRITfEMP RMI55lONO�STO W�jN00W5YS MS,�INC ISPROHB E��TME ,,,�Stjt��ARj�lO`, HORIZONTALSLIDE EV LETTER:NTS HEET: CWS-S'IB B 9{}F 9 . � •rlorida Building Code Online Page 1 of 1 � ., • , , - - .....w._ - - ( ', '� ��.�, ` p o e ° 8 � . p ' C . B . ✓ �� ''�' .' :'.� ' . florida Department� BCIS Home � Log In � User RegistraUon � Hot T pic5 � Submit Surcharge � Stats&Facts � Publirations i FBC Sbff � BCIS Slte Map j Links �OSearch.� Busines Professi I �`�e � Product Approval USER:Public User Regulation - Product Aooroval Menu>Produc[or A lication Sea h>Appllcatlon Llst a - Search Criteria Refine Search Code Version 2010 FL# 161 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-A lications FL# Tvoe Manufacturer Validated Bv Status FL161-R4 Revision Custom Window S stems Inc. Steven M.Urich,PE Approved Historv Category:Exteri r poors (717)932-8500 Subcategory:5 nging Exterior poor Assemblies 'Approved by DBPR.Approvals by DBPR shall be revi wed and ratiFled by the POC and/or the Commission H necessary. ��` Gontac[Us: ]940 North Monroe Street.Tallahassee FL 32399 phone:850.487-1824 � The State of Florida fs an Aq/EE0 employer ::privacv Statement::Accessibilitv Statement::Befund Statement Under Florida law,email addresses are Dublic r mrds.If you do not want your e-mail address released in response to a public-records request,do not send elecUOnic mail to th(s entity.Instead,contact th office by phone or by tradiGonal mail.If you have any questions,please wnUCt 850.487.1395.'PUrsuant to Section 455.275(1),Florida Statutes,effec[ive O ber 1,2012,Iicensees Iicensed under Chapter 455,F.S.must provide the Department with an emall address if they have one.The emails provtded may be used for official communimtlon with the licensee.However email addresses are public record.If you do nat wish to supply a persanal address,please provide the Depa en[with an emafl address which can be made available to the public.To determfne if you are a Iicensee under � Chapter 455,F.S.,please dfck here , Product Approval Accepts: • �� GX:LLti Atl7N1C'� 1 http://www.floridabuilding.org/pr/pr_app_1 t.aspx 4/16/2014 ,� �lorida Building Code Online Page 1 of 2 �.�. -- � .• ��r� ti� } : . ' o o • - o , o t ��° - Florida DepaM�ent� �IS Home � Lo8 In � User RegLstratlon � Hot To ics � Submft Surcharge � Sta1s&Fa[LS � Publications � FBC Staff �,BCIS Site Map � Links � •Search � Busines Professi i � � usE�PubuApproval Regulation Product Aooroval Menu>Product or A Itcation S ar h>Aoolication List>Appliptlon Detall ° FL# FL161-R4 Application Type Revision Code Version 2010 Application Status Approved J Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext291 btenace@cws.cc <_ � Quality Assurence Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext221 jthompson@cws.cc . Category Exterior poors Subcategory Swinging Exterior poor Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C�I Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who eveloped Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurence Contract Expiretion D te 07/21/2020 Validated By Steven M.Urich,PE C Validation Checklist-Hardcopy Received Certificate of Independence FL161 R4 COI EvalReo CWS-176C(Guardian Doorl.adf Referenced Standard and Year(of Stan ard) Standard Year AAMA/101/I.S.2-97 1997 ASTM E 1300-04 2004 Equivalence of Product Standards Certified By 1 .� � V Sections from the Code http://www.floridabuilding.org/pr/pr_app_ tl.aspx?param=wGEVXQwtDqvyf4ngAXh104... 4/16/2014 Florida Building Code Online Page 2 of 2 , � Product Approval Method Method 1 Option D ��''� � Date Submitted 12/Ol/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/21/2011 Date Approved O1/31/2012 r Products FL# Model,Number or Name Description 161.1 Guard(an Hinged Door Guardian Hinged Door w/Glazed Insert(Operable or Fixed). Limits Use Installation Instructions A oved for use in HVHZ:No FL161 R4 II CWS-176C(Guardian Doorl.odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+40/-40 Evaluation Reports Other:Not for use in HVHZ.Primarily used with Screen FL161 R4 AE EvalRe�CWS-176C(Guardian Doorl.odf Rooms. Created by Independent Third Party:Yes 161.2 Guardian Hinged Door Guardian Hinged Door w/Solid Core. Limits of Use Installation Instructions Approved for use in HVHZ:No FL161 R4 II CWS-242B(Guardian Door no olassl pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+40/-40 Evaluation Reports Other:Not for use in HVHZ. Primarily used with Screen FL161 R4 AE EvalReo CWS-242B(Guardian Door no Rooms. olassl.odf Created by Independent Third Party:Yes Back Next i ConWCt Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 � The SWte of Florida is an AA/EEO employer Coovriaht 2007-2013 State of Florida.::Privacv Statement::AccessibiliN Statement:.Refund Statement Under Florida law,emait addresses are public recards.If you do not want your e-mail address released in response ta a public-records requ�t,do not send etec[ronic mail[o th(s entity.Instead,cantact the office by phone or by t2ditional mail.If you have any questions,please contac[850.487.1395.'PUrsuant to Section 455.275(1),Florida Statutes,effective October 1,2012,Iicensees Iicensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis provided may be used for official communication witli the Iicensee.However email addresses are public record.If you do no[wish to supply a personal address,please provide the Department with an emafl address which can be made avaitable to the puhlic.To detertnlne if you are a licensee under Chapter 455,F.S.,please dick here Product Approval Accepts: � � eCliak � I �.-.. httn://www.floridahuildin�.�r�/nr/nr ann dtl_a�nx?naram=wCTF,VX(�wtT�nwf4nuAXh1(14_ 4/1 Fi/�nl d , � r �� PRIME DOOR ELEVATION (NON-IMPACT) ALUMINUMNON-IMPACTREUUIREMENT: 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT 37.250 EDITION. OVERALL WIDTH 2.GLAZING OPTIONS:(SEE SHEET 3) 36" 3.CONFIGURATIONS: OUTSWING,LEFf OR RIGHT HINGED. FRAME OPENING � 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT SEE SHEETS 6-7 FOR DOOR CORE ANCHOR DETAIL.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. A 5.DESIGN PRESSURE RATING(SEE BELOW): -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. -POSITNE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GIASS TABLES ASTM E 1300. � 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM IS RE�UIRED IN WIND BORNE DEBRIS REGION. 7 5/8 7 ALL FRAMES SCREWED TOGETHER.SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. HINGE 37 1/4 I 8.REFERENCE TEST REPORTS:NCTL-210-3251-1 $1.000 i OVERALL -- 9.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DES�GNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. HEIGHT BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. PORCH ENCLOSURE MEMBERS SHALL BE 6063-T5 �' ALUMINUM MINIMUM WITH MINIMUM WALL THICKNESS OF 0.045".STRUCTURAL INTEGRITY OF PORCH ENCLOSURE TO RECENE APPLIED HINGE LOADS FROM WINDOWS SHALL BE VERIFIED BY OTHERS. I � FRAME OPENING � HEIGHT 4 7/16" i . � 7� I DOOR i � CORE � DESIGN PRESSURE RATING I � ±40.0 PSF HINGE � 7 5�8" HINGE C UPDATED PER 2010 FBC 10/17/11 TEF A �1 LUCAS A.TURNER,FL P.E.58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 \1�1��IIl�I ,,,�y ANDREw'��,��, � JGP..•��GEf�Ig�.��Q�(h: �� r t No 58201 :�: 1900 SW 44TH AVE. TABLE OF CONTENTS + GENERAL NOTES. ... ....... ......1 �*e �, ;*� OCALA,FLORIDA 34474 ANCHORSCHEDULE&NOTES. .......2 Lucee0.TUmm.P.E. 2011•77-3010:0405:00 Y� +�o: �a� ir�E: GLAZING DETAIL. ..... .3 /`' �9; STATE OF ;W: GENERAL NOTES "" . � ERIES: RAWN BY� ATE: SECTIONVIEWS. .... ......4 pROPRIETARVANDCOlFIOENTIAL 11/30/11 ��O'��'�C pP•'��, 1000 ADE 03/13/2009 EXTRUSIONS 8 B.O.M. ... ... .5 7HE INFORMATON CONTAINEO IN THIS ORAWINO IS THE SOLE PROPERN OF CUSTOM �I�S�'•�R 1 'C�1�� ODEL. SCALE: WG,NO.' INSTALLATIONDETAIL. ... ..... ...6-7 WINDOWSVSIEMS,INC.ANYREPRODUCTIONINPARTORASAWHOLEWITHOUTTHE ��i S��" �Et�� GUARDIANDOOR NTS CWS-176 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. ,��/ONA�jtit��,, EV LETTER: C HEET• 1 OF� INSTALLATION ANCHOR,TYP 12 3/4" MAX.O.C. (SEE NOTE 2) 6" MAX� � � 6" MAX 17" MAX� D G � 6 7 H E INSTALL TWO#10 ANCHORS THRU � 6 STRIKE PLATE AND DEADBOLT STRIKE INSTALL ONE#10 ANCHOR THRU P�TE INTO SUBSTRATE(SEE SHTS 6,7) EACH HINGE INTO SUBSTRATE (SEE SHTS 6,7) NOTES: 1 INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ'D AT INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4° USE SHIMS WHERE SPACE GREATER THAN 1H6"IS PRESENT GLAZED WINDOW FRAME 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. (SEE NOTE 7) 4.3/16"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 8Y WOOD BUCK INTO MASONRY A MINIMUM EDGE DISTANCE OF 21/2',IN ANY DIRECTION,SHALL BE ACHIEVED. 5.#10 WOOD SCREW ANCHORS THRU FLANGE MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2'INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 5/16',IN ANY DIRECTION,SHALL BE ACHIEVED. 6.#8 OR STRONGER WOOD SCREW ANCHORS THRU HINGE OR LOCK/DFI�DBOLT STRIKES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. C F EMBEDMENT OF 1 3l8'INTO 2 BY WOOD BUCK. A MIN.EDGE DISTANCE OF 1/2"SHALL BE ACHIEVED IN EITHER DIRECTION. 6 � 7#10 SMS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.PENETRATION OF THREE THREADS BEYOND ANCHOR PLATE SURFACE IN TUBE FRAME INSTALLATION. 8.GLAZED W INDOW FRAME ATfACHED TO DOOR LEAF OPENING IN ACCORDANCE WITH STRUCTURAL PERFORMANCE TEST REPORT ANCHOR LAYOUT-(FLANGE) NCTL-210�251.1. ALL GLAZING IS TEMPERED GLASS ONLY 9.SEAL CORNERS W ITH SMALL JOINT SEAM SEALANT 10.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED W ITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. � UPDATED PER 2010 FBC 10/17/11 TEF 11 INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A.7URNER,FL P.E.58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW 12 A.WOOD TM NIM MHS ECAFIC 6TRAVITY OF G=0.55(SOUTHEIRN PINE OR GREATER)TRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ,��p,NG E NW��'��i J B.CONCRETE-MINIMUM COMPRESSNE STRENGTH OF 3,200 PSI. `�JGQ;'�r.� SF�'.Q'L�i� , wwn�� C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). �.i� No 58201 ;�: 1900 SW 44TH AVE. D.ALUMINUM-6063-TS(OR GREATER) `1Z �*: �*� OCALA,FLORIDA 34474 I 13.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE * � iT�E. I ��: STATH OF .��: ANCHOR DETAIL&NOTES WITH THE CURRENT VERSION OF THE FOLLOW ING REFERENCE DOCUMENTS: �� ,� ERIES: RAWN BY• ATE; O3I'I3IZOO9 FMAIAAMA100(FINW(NDOWS),FMAIAAMA200(FLANGEWINDOWS),FMA/WDMA250TMBOXoanwDo aorrrniN�i THISDRAWINGISTHESOEPROPERTYOFCOUS10M ��i�S �QR:�PO\a`, ODEL, �OOO scA�E: ADE WG.NO.' FMA/AAMANVDMA 300 EXTERIOR DOORS. �� S ' C� �� GUARDIAN DOOR NTS CWS-176 WRITTEN PERMISSION O�STOM WINDOW SYSTEMS,INC.SS ROHIBITED.��TME ��e�NA�i��,,, EV LETTER: C HEET� 2 OF� F i � -� _ {(� , __ ' T,-� • � `ww � � ' � . zs�� ° MAX FRAME WIDTH 49 " MAX DLO WIDTH � /� I ��s ALL GLAZING(FUCED&SASH) DLO / TEMPERED GLASS ONLY HEIGHT �� 58�Shl6" MAX ' / FRAME // HEIGHT . 26 7�8" MAX DLO HEIGHT � � � MAX DLO WIDTH FULL VIEW � UPDATEDPER2010FBC 10/17/11TEF SINGLE HUNG LUCAS A.TURNER,FL P.E.58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13109 .�H�a�ueh ,��AN�RE6y T�i�� sL ,�a��Q,�.��G E N,�s''�,�G�Q�ri4 `J: "v�' wn�nOws e nooxs . ��: No 58201 .�: 1900 SW 44TH AVE. :*; * ;*.� OCALA,FLORIDA 34474 � ITLE: x� �9: STATE OF ,��: DOOR CONFIGURATIONS �Q� ((�� ERIES: RAWN BY' ATE: '��.o•.� p,•'=�� 1000 ADE 03/13/2009 THE INFORMA710N CONTAIN DOIN THI3 DRAWINO IS'THE SOLE PROPER7Y OF COU/STOM ��I�S�`'��.R t'O'••`a\�a, ODEL. SCALE: W G.NO: WRITTENPERMISSIONOFCUSTOMWINOOWSVSTEMS,�INC.SS ROH817EDHOUTTHE ��I��S��A,,�C�,�� GUARDIANDOOR EV LETTERTS HEET• CWS-'I�B C 30F7 � I , _ � � Z 14 �2 } INTERIOR �� 15 1s 8 � g 34 35 a�� ( �O o a 14 14 0 4 4 EXTERIOR 0 3 3 EXTERIOR INTERIQR SECTION B-B � � � � � . . 32 • � NOTE:ITEMS NO7 SHOWN FOR CI.ARITY 1,3,5,7,9,11.17-19,21,22.24-31,36.37 5 � UPDATED PER 2Q10 FBC 1Qt17tt 1 TEF , LUGAS A.7URNER,FL P.E.58207 g ADDED VENDOR COLUMN TO PAR7S LIST 03/13/p9 RI.T.Ti-#RESNQIQ(1186) A�T.TNRESHO�D(Z126) i�,�i��ArjpR£w�r�4�� r ��d�fL w� P�..•'�`G H N S••.,P �i �+aG.• � fi ,�y��, wwnows&uooes �v. No 58201 ,3�: 1900 SW 44TH AVE. 6 {1193} �*� * ;*_ 4CAUi,FLQRIdA 3d474 � ir�E: SECTION VIEWS Z� '�o: ;a_ %x�: srnTe oF .+u. M('�. �� ERIES: RAWNBY' ATE: OSII�IZDOJ SECTtON A-A WIND4WOSYSTEM3,CINCAtNYREPRODUC7�l N'NP�RTOR 9AWHOPLEWI7HOUTJ7H6E �',+•�SS�O,�1fA�,�'`\��a,, �EL. GUARDIANDOOR CALE: TSE 7WG.NO:GWS-'I�B WRIT7EN PERMIS$IpN OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBIlED. �j/j��y��' EV LETTER: C HEET� 4 OF 7 p -. r�r.,.�, � _ � ..""- '�_ . �' "-� ' ,. _ _.� ,� . - _ -- , ITEMYf CWStl DESCRIPTION VENDOR MATERIAL Z 3�8° 1 S-1377 HEAD,ZBAR,OUTSWING KEYMARK ALUM Z�� 3 S-1374 JANB,Z BAR,OUTSWING KEYMARK ALUM 1/16" � 5 5-1186 THRESHOLD KEITMRK ALUM � 1�16� 25/8"� , 6 S-1193 SADDLETHRESHOLD KEYI�NfftK ALUM � 113/16" '-'� ��16� ' 7 S-1126 BUMPERTHRESHOLD KEYM4RK ALUM � 8 H-1001 DOORCORE KEYMARK ALUM � 33 13/16" S � 9 5-1002 CORNER KEY KEYMARK ALUM OUTSWING HEAD S-1377 t0 P-30o8 HINGES IDEAL SS 4 1/4" ADJUSTABLE SWEEP 5-1300 OUTER FRAME 11 P-3376 POP RIVET HUB SS ASSEMBLY 12 P-3280 DEADBOLT-3127-A-0 DELANEY SS 23/8" 13 P-3280 LOCKSET-3127-MQ DELANEY SS 14 P-3302 WSTP,.330x.187FIN,BLACKSOFfTOUCH ULTRAFAB � ��16„ 15 P-3310 WSTP,.350 x.187 BULB VINYL ULTRAFAB 17 P-3087 GASKET,DOOR KNOB PRATT IND. FOAM 3 1 11/16" 18 P-3204 GASKET,DEADBOLT HO PRODUCTS FOAM DOOR CORE-H-1001 � 19 P-3584 FOAM CORE ELITE 24 P-3539 8 x3/4,QUAD PAN TEK FASTEC STEEL OUTSWING JAMB 5-1374 25 P-3329 FOAM BLOCK,DOOR KNOB IfuPERIAL FOAM PANEL FRAME 26 P-3350 FOAM BLOCK,FILLER NETALS USA ASSEMBLY 28 P3369 CYLINDER,DOOR PLUNGER YALE SS 2 5�8 29 P-3370 CYLINDER,DEAD BOLT YALE SS 3 3/8" 3 7l16" 32 P3214 BUGSWEEP TEAMPLASTICS PLASTIC 1H6"-1 6 33 S-1300 ADJUSTABLESWEEP KEITMRK PLUM 34 P3367 DOOR STRIKE YALE SS .905 35 P3368 DEADBOLTSTRIKE YALE SS �_ 13/16" as P-3612 8 x 1-1/4�UAD PAN W/1/4•�� FASTEC STEEL 9 ��8 BUMPER THRESHOLD S-1126 � 37 P-3776 BACKER PLATE ALCOA ALUM SADDLE THRESHOLD S-1193 6 1/16" 2 15/16" 1/16„ 5 ALL ALUMINUM EXTRUSIONS ARE 6063-T6 1 1/2" � CORNER KEY-S-1002 STANDARD THRESHOLD 5-1186 � UPDATED PER2010 FBC 10N7N1 TEF LUCAS A.TURNER,FL P.E.58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13l09 ,��A�jpRE��r��,,, i W ��u'd�Q�t ��.�p°•;.��0 ElYS�G�Q,y.,� � WIIJDOWS&DOORS v:� No 58201 �'�'A� 1900 SW 44TH AVE. �*; * ;*� OCALA,FLORIDA 34474 :.o; �a= ITLE: Z'Z ��t STATE OF .W: EXTRUSIONS&B.O.M �Q y !V�� ERIES: RAWN BY• ATE: THE INFORMATION CONTAIN DOIN THIS DRAWIN 5 THE SOLE PROPERN OF COUS10M ,+,,��5�('��..�.t'O'P a\��,, ODEL. �OOO SCALE: ADE wc.No 3/13/2009 WWTfENPERMSSIONOFCU TOMWINDOWSYSTEMS,�INC.SSPROHIBI7ED.�TME ,��4Sf�NA;�t`�� GUARDIANDOOR �LET7 RTS HEET' CWS-'I�B C 50F7 1 3�8" 1 1/2" MIN.EMBEDMENT MIN.EMBEDMENT [E] 5/16" MIN.EDGE DIST �p� o v p v •v o v 'v v SEALANT BETWEEN BUCK AND OPENING [�l • 'v, ° •�BY OTHERS �WOOD FRAME/2X BUCK INTERIOR BY OTHERS �o'°O e o ° e°� o° [p] 1/4" MAX.SHIM CONCRETE OR MASONRY 5/16" MIN.EDGE DIST �IB] OPENING BY OTHERS. [D] INSTALLATION ANCHOR, #10 DIA.WOOD SCREW INSTALLATION ANCHOR, �2,� ANCHOR. #10 DIA.WOOD SCREW 1/4" MAX.SHIM MIN.EMBEDMENT [D] �� ANCHOR. �B� \ [D] 2X WOOD BUCKNVOOD FRAMING BY OTHERS SEALANT BEHIND FLANGE [A1 m BY INSTALLER. DOORFRAME ��:�4='•� INSTALLATIONANCHOR, HEAD � #8 WOOD SCREW THRU HINGE (MIN.EDGE DIST.) [E] �ERIOR FINISH (1 ANCHORlHINGE) [E] BY OTHERS. EXTERIOR 5/16" MIN.EDGE DIST. [D] PERIMETER SEALANT 1/4" MAX.SHIM [B] BY INSTALLER. �E1 HINGE SIDE DETAIL 6 27CWOODBUCK/WOODFRAMING •- 1$LQ"_MIN.EMBEDMENT [E] � INTERIOR 2X WOOD FRAME/2X BUCK BY OTHERS. IAI EXTERIOR INTERIOR STRIKE PLATE SCREW �/8 WOOD SCREW(2/STRIKE AND DEADBOIT STRIKE. [E] DOOR FRAME ° 1 1�2" ,^� SILL MIN.EMBEDMENT [D] REFERENCE NOTES: --- \� '� �'- 1L� EXTERIOR (MIN.EDGE DIST.) [E] [A]SEE NOTE 9,SHT 1 INSTALLATION ANCHOR, [a�SEE NorE 283,Stir 2 3/16"DIA.CONCRETE INSTALLATION ANCHOR, [C]SEE NOTE 4,SHT 2 [D]SEE NOTE 5,SHT 2 SCREW ANCHOR. #10 DIA.WOOD SCREW [E]SeE NOrE 6,SHr 2 �C� PERIMETER SEAIANT ANCHOR. SEAL OR SET SILL IN BY OTHERS. ��1 CONCRETE OR MASONRY GLAZED WINDOW FRAME ATTACHMENT EXTERIOR FINISH (SEE NOTE 7,SHEET 2) BY OTHERS. C UPDATED PER 2010 FBC 10l17N1 TEF LUCAS A.TURNER,FL P.E.58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 PERIMETER SEALANT Do LOCKING SIDE DETAIL BY INSTALLER. ��Hr . �2XWOODBUCK/WOODFRAMING ,,`��`A�ypRE4y��i�� `� `��,�`1L > ��Q-� '�C E A1 S. (i,Q�� ' 1�MIN.EMBEDMENT�_ o >° :JG'••� F••�y��: ��o�� C� • � �.i; P!o 58201 ,3�� 1900 SW 44TH AVE. �° e° � o° �° e°�—CONCRETE OR MASONRY �*� ,k :*+ OCE LA,FLORIDA 34474 BYOTHERS. :ro' %¢� INSTALLATIONDETAIL-WOOD z� 9� STATE OF .1tJ+ 2 1�2" MIN.EDGE DIST �Q; �!(�� ERIES: RAWN BV� ATE: �� %.T•,F P��.� 1000 ADE 03/13/2009 �CIVERTICAL SECTION TME INFORMA710N CONTAINE�THIS DRAWING 13 THE SOLE PROPER7V OF COUSTOM ,��5��R��•0\��` ODEL. SCALE: WG.NO.• 6 WRITTEN PERM�I SION OF CUOM WINDOW SV TEMS,�INC.IS PROHIBI7EDTM��TME ��4S'�NA;Et�� GUARDIAN DOOR �LE7T RTS HEET• CWS-'I�B C 6�F7 i t • ..�,.� . ir`� /^ � - � � `�d--- �- � ', :- - O • SCREEN ENCLOSURE 1/4" MAX.SHIM MEMBER BY OTHERS �B� �p� SCREEN ENCLOSURE DOOR FRAME MEMBER BY OTHERS �qMg INTERIOR IAl INSTALLATION ANCHOR, #10 DIA.SMS ANCHOR. INSTALLATION ANCHOR, [F] �F10 SMS. [Fl DOORFRAME � SEALANT BEHIND FLANGE HEAD BYINSTALLER Y`�°�`'�� INSTALLATION ANCHOR, SEALANT BEHIND FLANGE #8 SMS THRU HINGE EXTERIOR BY INSTALLER (1 ANCHOR/HINGE) [F] EXTERIOR FINISH pERIMETER SEALANT BY OTHERS. gY INSTALLER. - �� HINGE SIDE DETAIL 7 ALUMINUM/S7EEL 7UBE 1/4" MAX.SHIM � DOORFRAME � JAMB SCREEN ENCLOSURE INTERIOR MEMBER BY OTHERS [A] EXTERIOR INTERIOR REFERENCENOTES: STRIKE PLATE SCREW �18 X 1 1/2"FH SMS[F] [A]SEE NOTE 9,SHT 1 [B]SEE NOTE 2&3,SHT 2 DOOR FRAME [C]SEE NOTE 4,SHT 2 ,^ SILL [D]SEE NOTE 5,SHT 2 --_ , ,,\� v [E]SEE NOTE 6,SFfT 2 [FJ SEE NOTE 7,SHT 2 INSTALLATION ANCHOR, #10 SMS ANCHOR INSTALLATION ANCHOR, EXTERIOR [� 3/16"DIA.CONCRETE SEALANT BEHIND FLANGE SCREW ANCHOR. BY INSTALLER [C] � UPDATED PER 2010 FBC 10H7/11 TEF SEAL OR SET SILL IN GLAZED WINDOW FRAME ATTACHMENT CONCRETE OR MASONRY. (SEE NOTE 7,SHEET 2) LUCAS A.TURNER,FL P.E.58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 PERIMETER SEALANT ,��W��, ! BY OTHERS. �G1 LOCKING SIDE DETAIL p DRE �i 7 AWMINUMISTEELTUBE ��Cj C/ �j �/' e o p� ��GQ.��.��08NSlc'•�i�i ` � WINDOW$&DOORS ]�L�MIN.EMBEDMENT� • �°O�� v t� No 58209 ';�fi: 1900 SW 44TH AVE. � � e o °,o .° CONCRETE OR MASONRY �*; * ;*� OCALA,FLORIDA 34474 . e , e� BY OTHERS. M.o� ' � ITLE: v°_ e° �° °�° e° . v. y INSTALLATION DETAIL-ALUMINUM TUBE ° f'L ��'. STATE OF .�+tl+ i�� ((�� ERIES: RAWNBY� ATE� O3I�3/ZOOJ 2�MIN.EDGE DIST. rROawEraar�wocor�oeerta� 11/30/11 ��'�F'�<p R�DP`�� 1000 ADE IC+� F VERTICAL SECTION THE INFORMA710N CONTAINED IN THIS DRAWING ISTHE SOLE PROPERN OF CU5TOM �j�Ssi'••.•..••'�0�� ooE�. GUARDIAN DOOR SGALE: NTS WG.NO.'CWS-'I7G � WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,�INC.SS ROHIBI7ED.��TME ��e�NAu a•`�� EV LET7ER: C HEET �OF 7