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Home My WebLink About15-16620 � CITY OF ZEPHYRHILLS _ • 5335-8TH STREET - �si3��slo-oozo 16 0 BUILDING PERMIT ° � �PERMIT INFORMATION + LOCATION INFORMATION Permit Number: 16620 Address: 38801 9TH AVE , 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: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-08100-0090 Improv. Cost: 1,761.00 ` ! OWNER INFORMATION Date Issued: 9/24/2015 Name: BAKER FRANK WILLIAM &TIPTON ROBI Total Fees: 67.50 Address: 38801 9TH AVE Amount Paid: 67.50 ZEPHYRHILLS FL 33542-4474 Date Paid: 9/24/2015 Phone: (813)715-6325 Work Desc: REPLACE SLIDING GLASS DOOR SIZE/SIZE CONTRACTOR S � APPLICATION FEES � NEW SOUTH WINDOW SOL ION ,LLC BUILDIN FEE 67.50 I � � � � � � � ( � U �._ � Ins ections}Re uired FOOTER 2ND R U H 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 Reinspectionlfees will comply with Florida Statute 553.80 (2)(c)the Iocal 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 properly 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." I 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. � � � ONT CTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER — , S1S"'— o . � ' ^ �'� F -�o►'_'�-''°, . ��' �- ^+�-�¢.•�.,',.� �,ws�- :4 » City of Zephyrhills BUILDING PLAN REVIEW CQMMENTS � I i Contractor/Horneowner: ��=�'''! ��r� '�'`� 6 "'U �3 a�-�J g I Date Received: � � ��z-- "-" � S� � C 51�0: ��=i�d��4�t. �bAJi�Gi.L�3 �c�� JIZt � Permit Type: � � �� c(�`� /��L i Approved w/na comrnents: Approved w/the below i amments: ❑ Denied w/the below comments: ❑ I I � � i i � I � I I � � I I I This co�nent sheet sha11 be kept with fihe permit andfar plans. r � � ', Kal in Swit –Plans Examiner Date � Contractor and/or Homeowner ' (Required when comments are present) 1 � � � �' f ! 813-780.0020 City of Zephyrhills'iPermit Application Fa�c-813-780-0021 ' . Building DiepaAment • I Date Recefved phone ConWct for Pertnittin �� C� G��} Owners Name � I Owner Phone Number Owner's Address T Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address I JOB ADDRESS - I LOT# � SUBDIVISION PARCEL 1� - � (OBTAINED FROM PROPERTY TAX NOTiC� WORK PROPOSED e NEW CONSfR e ADD/ALT I Q SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME �� STEEL Q DESCRIPTION OF WORK I BUILDING SIZE SQ FOOTAGE HEIGHT C� QBUILDING S /. VALUATION OF TOTAL CONSTRUCTION QELECTRICAL $ AMP SERVICE I Q PROGRESS ENERGY Q W.R.E.C. '� �PLUMBING $ ` '��+' V QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � \ • I QGAS Q ROOFING Q SPECIALTYi Q OTHER FINISHED FLpOR ELEVATIONS FLOOD ZO i E AREA QYES NO ��I i I BUILDER S '�OMPANY S t� SIGNATUR� REGISTERED Y/ N FEE CURRE� Y/N i � Ad License# I ELECTRICfAN COMPANY SIGNATLJRE REGISTERED Y/ N F�curu�n Y/N I Addreas i License# PLUMBER COMP� � SIGNATURE REGISTERED Y/ N �E CuertEn Y/N I Address I License# I MECHANICAL COMP�Y - SIGNATURE REGISTERED Y/ N FEE CURREA Y/N i Address I License# f- � OTHER COMPANY � � SIGNATLIRE REGIS7ERm Y/N FEE Cl1RREA Y/ry Address � License# ( IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItlllllllllll RESIDEN7IAL Attach(2)Plot Plans;(2)sets oi Building Plans;(1)set of Eriergy Forms;R-0.W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Pfans,Stormwater Plans w/Sitt Fence installed, Sanitary Facilities R 1 dumpSter;Site Wor1c Pertnit for subdivisions/laige projeds COMMERCIAL Ariach(2)complete sets of Building Plans plus a Life Safety,Page;(1)set of Energy Fortns.R-O-W Pertnit for new consVuction. ' Minimum ten(10)working days efter submittal date. Required onsite,ConsWction Plans,Stormwater Plans w!Silt Fence insfalled, � Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet comptlance SIGN pERMIT Attach(2)sets of Engineered Plans. , ""PROPERTY SURVEY required for all NEW construcfionl I I Directions:• � Fili out application completey. Owner&Contrector sign back of appliration,notarized If over a2500,a Notice of Commencement is required. (AIC upgrades over 57500) " Agent(for the contractor)or Pawer of Attomey(far the owner)wauld be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) I Reroofs ii shingles Sev,crs Service Upgrades A/C Fences(PIoUSurvey/Footage) i Driveways-Not over Caunter if on public roadways..needs ROW i � I � I �, � , I NOTICE OF DEED REStRiCTIONS: The undersigned undel stands that this permit may be subject fo"deed"restnctions" which may be more restrictive than County regulations. The,undersigned assumes responsibility for compliance with any applicable deed restrictions. I UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILI7IES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and corrtractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco Countyi Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a conVactor or contraotors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the contracfor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County � TRANSPORTATION IMPACT/UTILITIES IiNPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buiidings,change of use in existing buildings, or expansion of existing buildings,las specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands, that such fees, as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.� If the project does not invoive a certificate of occupancy or final power release,the fees musk be paid prior to permit issuance. Furthermore, if Pasco County WateNSewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CqNSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the appllcant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owneP', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that ali the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed fo meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify thaY I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not Ilmited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WateNWastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit Wells, Wastewater Treatment, Septic Tanks. �i • US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I I understand that the following restrictions apply to the use of filf: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flbod Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. I - If the fill material is to be used in Flood Zone j'A" in connection with a permitted building using stem wall construction,I certify that fill will be used onty to fll the area within the stem wall. - If fifl material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued und�er the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to wmmencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or othe�installations not specifically included in the application. A permit issued Shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become i�valid ,unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)�months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,fhe job is considered abandoned. � WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TIMCE FOR 1MPROVE{VIENTS TO YOUR PROPERTY. IF YOU IfdTEND TO OBTAIN FINANCIMG,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) I OWNER OR AGE �� CONTRACTOR �� Subscribed worn to(or affirtned)before me this Subscribed om to or 9ffir�ed)before me this ��11-/S by �Te� k�d.�.-_ -?. by T�yE / (s.�...�.�._,� Who is/are personally known to me or hasltiave produced Whn'is/ personall nown'tu me or has/have produced entification. I as idenfifiration. � Notary Public Notary Public mm'si n �o. C I ission No. i i Nam Notarytyp ,printe orsi�,r,1 ��gg�CA� KRAU$� _�:� '��y;: JESSICA L KRAUSE I :�?`•'.�i�'�,'; ' '" MY COb1W11SSION tF FF223408 '' ��''� f49Y COh1W11SSIQN N FFZ23408 �"•.';ro,y;o�� EXPIRES April 22.2019 �''i•u'�,,u';c'� �XPIR�S Apri122.2019 I ��r� ai:. :.Y.iL'U',.7 FIV�n4�Y0'n•y;1c7�•.e:u:.ar I��.ri5!l.l:'::J hIViK1.�Nu:U•pJCrru:c..o? I � i - Note�L �.�o�,�(ri'b Beck ��`i�9�� 6��0-27'�Z ��u��Nfl�es: WIRI�OdVSOLUTIONS ,��''��`''�� `�`�o �--�--- �j CY � ��"tt� 1iG'f�>/.s�a r-J '�'�a'9`a�ie . - Wiro�ovu apecification and p�:�ail ��`—�l�1t�t',�r>o.� � Pursuant ro Contract witl7 NewSouth W(ndow Solutions �/'t��/�p�_��_ � ry��T� �' � � First Floor �. Customer: �+'�� r,�r��'-�' Address: ��j '>I' ��r.¢✓.� City: ��!!/-� Zip:_.��.,`��. t � I�hone:(I-I)�' ��'2„'��(C) (W) Confract Date:.,Z'��/� Factory Rep. � '_�. � rrs L,?�3'- j �ron� --� �t,;,fQf� Frames Screens Insulated Giass Unit Grid O tions Cuslanc�r Apprpval:.a!_�>-^"r�"'"~'Ys '�r_�� ?� M � .i -n c�ass 3 a � � v v o � � Cotor (W x i-I} (W x H} {W x N} � � ; .��,. TypB w � � • � c's a a o W�N LocaBon Siyie EXT/INT 5ales Measure Opening Size Mako Size ro ��ty�' fD a "-' " " � ' Additiqnal Information ' _,.� �—��__�.,� °lZ x ��r _ x _ x �c �p .Y t'1 . _ ?��_ z x x x 3 x X�T x - -�--- --- -- - -- -- ----_.---__.. ___�_._ �,.� _-- �...___ —_� '� -- — �— �-----.—�— -- _ — � -- - - --- -_-- - - - —� — - .,_— � �_____ 5 -._ _ _�__..,.._.__ X �.. x — x .__��.....,__.._� - - 8 x x x � 7 x x X � — ___._._ r.._...__.. 8 x— -. x R - - — --- �--. .______ .__ _ ._.�. _.� _- _._._____ _ _.._._. .._..--- —._.._._-_._._�..�._—..� .._ ___._.__�_.. _—_.�_�.______._..� _.__...... __ 9 . __ .__..__._, x x X � 1d �... x I x % r 11 x ( x x 12 x �' x x - - - -- - � _�. 13 X _.., x _ X__ _.---- - - .�..._,... - -- -- . _._.. �¢ x X x 15 ^ X X X �—_�— � ' 16 X x x 17 x x � M � ..�-V. i8 X X ^' x � — 19 x ' x � X � 20 X x X �', . � y ' Florida Building Code Oniine -�L,�.;-: � - �' .wn�s.o..� _- , ... - �t�� _ - , _ , .� v _� _ . � - �r r, -_ - - i � ,a� ' . +w+ ��i I ��..C.li'i4T:l�a tl''�t�,a�7,�,� - M1 ,� ' ` � r f: y�� `_ Y, ��{ � " �`.X<. � ,� 1- 'C'.' t � l 14t. f - . " ' _,f 7c ��'�a° 6,�'�°`��i��t1�°�.�"�u;�.�t'i_[�u��`��.�,��9��,�:.�J ;r� ��I�<�,��U o.��'�;Y� , . . ;�,�., I ��,� � - . � . ��A.: ' �.��"` , ,. ,_�., :o-;,wr • , . . . „ ,L:. .�t' ��,/:�'s:,�a.+a:`a�5ie;, �'�� Florida Department� BCIS Home � Log In � User Registration I Hot Topics I Submit Surcharge f Stats&Facts I Publications I FBC Staff� BCIS Site Map I Links � Search � Busines�� s Professibn�l r�: ::.`Product Approval Reulation `� � USER: Public User g Product Aooroval Menu>Produd or Aoolication Search>Aoolica[ion list>Application Detail �,e'u�{>�awi^:f:i'"'-' . - �1 f-��d�:`�C.��4?�°r ' � � :if,r i�i..:L'i y`. . � .�._, � :;.� r r :-�,r r _ , FL# I FL11908=R1 � � h,.�.f`�c,�4�,�.9i � ,c" ' � -x;:' qpplication Type � c�:p.��G��;�i�.;�r; � �,_.�,.:.;� � zoio � A ir, ;��,;,3?J,�yd�Y;�, ,7�j,�`; Code Version rT '`.� • ...:� Application Status Approved LL rY _-�,; Comments I ��i j��51�� >y�.� ' � A��ni�ed ❑ cI ��N �CC�D L C� �, :�,:,:.;�;u:��.r:i_ Ty�FCt�7'IpNq 1��s F o Lyy�1T �F� -�:�s��:"�`�� k L 't� �,Q� '�Y:,ti � s�`� t' �'I ;_sa;;,;x��`_' . Product Manufacturer Custom Window Systems Inc. L A I L�<%C �.Q `1-L � h'I�IllSO��C �Ull�lr�r `�';;�; � ��. � Address/Phone/Em ail 1 9 0 0 S W 4 4 t h A v e n u e � OD r G ` �,:�'_' :' `; - (352)�36836922 Ext 207 _`Y�Q�IC�� mlafevre@cws.cc ,�'"t,s. , ,x , `.�,. �'';:' . r.'0,-�'� ��Vi� '"'V�'.'i - Authorized Si nature Michael LaFevre b! -;''x'-��"..� , mlafevre@cws.cc � , . , 9 c` , A��p�p,,� ��4T� 'I _ . Technical Representative Brian Tenace I��y 4�C I�I - r;,,,f - Address/Phone/Email 1900 SW 44th Ave. ��q, ��`6 a -� i ' .'� -- �;�"'„I Ocala, FL 34474 ��F,L1 �� I �;:'}'a;�.:. :.:" 'T _ a;, �- ; (352) 368-6922 Ext 291 , - . .. 4 � btena�e@cws.cc /�- i r-i;; - , J;' �- � � � . ' Quality Assurance Representative Jeff Thompson ' ,'"?;�',�,, ` M.y,'�:;, Address/Phone/Email 1900 SW 44th Ave. ,::�::,;;i�;t,i' - {'�.,::r�'r;:,^,' Ocala, FL 34474 � � (352) 368-6922 Ext 221 - -:�'' >' -. � jthompson@cws.cc :,i' - Category Exterior poors ` _- Subcategory Sliding Exterior poor Assemblies , -., s'� ' � ' . � `{ Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida _ < <� ' Professional Engineer ` '�� 0 Evaluation Report-Hardcopy Received '�o" `'.;f�.;:`.a' ^r. _ "��~�,�`" � ' Florida Engineer or Architect Name who developed the Lucas A.Turner , •�:�; . . ,��., �6:,, . ;:,p. :.�:.� , � ., Evalu ation Re ort _ . I p `,�:t'- , . i s 3„ i _ . . Florida License P E-58201 � ` Quality Assurance Entity Keystone Certifications, Inc. y°��''`�'"` ,�;�" °�',?'sS,, Quality Assurance Contract Expiration Date 03/OS/2014 ' `.,'�:::..��>:�;,.. - , : �;;�,..-,,+a:t:._ - - , .;r,:;;.:.,�",;_`'.: :,, Validated By Steven M. Urich, PE � ',"'��• -. -- - � - � Validation Checklist- Hardcopy Received :�r,; � � '� � '� Certificate of Independence �11908 Rl COI EvalReo CWS-173B ISGD-9000).�df '`"'` _ , ,.;'�`}l;,a,;:; _ " _'a,;�� '� �''�'M1` ��" Referenced Standard and Year(of Standard) Standard Year http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsxYIeb4opODfSnDChsaRagzOE%2fA]yA]a5zunzGLYVHRg%3d%3d[3/6/2012 3:41:27 PM] � � ; ' Florida Building Code Online '' '`' �'' '� AAMA/WDMA/CSA/101/I.S.2/A440-OS 2005 "��, � '�;'G'tY:`; • ASlM E 1300-04 . 2004 f:R��,FN4�Y z;;.:.�. , , �ti^'��+,��'�`.=.,.��;," =3`�-`�-' , �.�:��A� Equivalence of Product Standards ``��-5��' Certified By •�f�:��P.:�L. , %+��',}t+1�'�u"_ '�' � � Sections from the Code _, t .' , .n�(,i��.� '� _ _ . .'��.}�A��LY`, ' .� 's4s�:.;�.��.�'.�_ �, �;;:�' Product Approval Method Method 1 Option D ��fii�n " � � �, V}��:{,�"�'„�- � �k y Date Submitted 12/OS/2011 £ . • � . Date Validated 12/06/2011 � , Date Pending FBC Approval 12/15/2011 � `_. Date Approved O1/31/2012 c , i .. . ..�.,'.....-.:.�,..-..r. +.1� . , . . . ,.. _ , . . �,,,,i' . ��„ �.� - - Summary of Products , r.;�. _, : . - ,,.. - - -- - - -- ., ., — - - --- ,..,;,..,,.� ,�.; ; `� - - -- - - --- _. ._..___-----�____��._,_—;-� - - - - -- - - - -- — � � ` `" ' FL# Model,Number or Name� � Description�" ' ' �`;` .,"f,:;:.-; .. ,, , , _ _- 11908.1 SGD-9000 � SGD-9000, By-Pass, Aluminum Sliding Glass Door. � ' .- - Limifs of Use ! Installation Instructions ` ' '" Approved for use in HVHZ: No FL11908 Ri II CWS-1738 ISGD-9000).odf - Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 • ' � ImpaCt Resistant: No Created by Independent Third Party:Yes ` "" "�' Design Pressure: +35/-35 Evaluation Reports � Other:SGD-9000, DP= +/-35 psf,4' x 8' panels. FL11908 Rl AE EvalReo CWS-1738(SGD-90001.odf � ' �- ` Created by Independent Third Party: Yes ~ 11908:2. SGD-9200 j SGD-9200, By-Pass, Aluminum Sliding Glass Door. • � Limits of Use Installation Instructions Approved for use in HYHZ: No FL11908 Rl II CWS-284B(SGD-92001.odf � Approved for use outside HVHZ:Yes Verifled 8y: Lucas A.Turner 58201 '��' � ' ' Impact Resistant:No Created by Independent Third Parly: Yes �4. ' b�.r . , '" =f � Design Pressure: +40/-40 - - Evaluation Reports .. ; ' Other:SGD-9200, DP= +/-40 psf,4'x 8' panels. FL11908 Rl AE EvalRe�CWS-284B{SGD-92001.odf i Created by Independent Third Party: Yes - 119083 SGD-9200, Pocket. � SGD-9200, Pocket,Aluminum Sliding Glass Door � � Limits of Use ' Installation Instructions � ° - -�� Approved for use in HVHZ: No FL11408 Rl II CWS-1758(SGD-9200 Pocketl.odf , ' - , Approved for use outside HVH2:Yes Verified By: Lucas A.Tumer 58201 :,`:<";`� - , Impact Resistant:No Created by Independent Third Party:Yes " ' Design Pressure: +40/-40 Evaluation Reports , Other:SGD-9200, DP= +/-40 psf,4'x 8' panels, pocket(see FL11408 Ri AE EvalReo CWS-1756(SGD-9200 Pocketl.odf install instr. for config.),interior sill for non water applications. Created by Independent Third Party:Yes ' -,`` � 0 0 • � Contad Us:: 1940 North Monroe Street.Tallahas�ee FL 32399 Phone:950-487-1624 - -, . , The State of Florida Is an AA/EEO empl0yer.Soovrloht 2007I 2010 State of Florlda.:: PAVacv Statement::Accessibilin Statement::Refund Statement Under Florida law,e-mail addresses are public records.If yol do no[want your e-mail addrPSS released in response to a public-records request,do not � send eledronic mail to this entity.Instead,wntact the offce by phdne or by tradttional matl.If you have any questions regarding DBPR's ADA web ' accessibility,please confact our Web Master at webmaster(adbor,state,fl.�s. ' Produet Approval Aecepts: ��^ � � ECIIEC. � :r�,��.±:�� .- � SCCl1Clt\`\fYCtILICS � ' � • http://floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDqsxYIeb4opODfSnDChsaRagzOE%2fA]yAla5zunzGLYVHRg%3d%3d[3/6/2012 3:41:27 PM] I SLIDING GLASS DOOR (NON-IMPACT) ALUMINUMNON-IMPACTRE�UIREMENT: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH • 143 SIB"MAX UNIT WIDTH THE FLORIDA BUILDING CODE,CURRENT EDITION. 2.GLAZING OETAIL.(SEE SHEET 3) QB 7/l6"MAX 44 3/8" ACTIVE PANEL WID7H GLASS DLO 3.EXAMPLE CONFIGURATIONS INCLUDE BUT ARE NOT LIMRED T0: A E 'OX","XO��,�XX��"OXO�� XXX�� "OXXO��°XXXX�� 7 8 3 TRACK,4 TRACK 4.DESIGN PRESSURES:(SEE TABLESSHEET3) -NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. F � -POSffNE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION 7EST 96^ 8 8 PRESSURE AND GLASS TABLES ASTM E-1300. � g c UNI7 � 7 5.ANCHORAGE:THE 33 1!3%SFRESS�NCREASE HAS NOT 6EEN USED IN THE DESIGN HEIGH7 OF T+115 PRODUCT SEE SHEETS 7�FOR INSTALLATION DETAIL.IMND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. NOTAPPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS ARE PROCESSED AND SCREWED TOGETHER. � O GL.ASS X X 8.REFERENCE TEST REPORTS: NCTL-210.3523-2 PANEL OLO 9.SERIES/MODEL DESIGNATION SGD�20D HEIGHT " 10.1X OR 2X W00�BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO — ——----- -— _ _-- _ _____ __ ____ _ __ PROPERLY TRANSFER ALL LOADS TO STRUCTURE,BUCK OR FRAMING IS -— -- --RESPONSIBICITY OF ARCHITECT OR ENGINEER-OF RECORD- — ------- 11.THE DESIGNATION X AND 0 STANO FOR THE FOLLOWING:X=OPERABLE SASH, O=FUCED SASH. 12.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. � 'ACTIVE PANEL MAX SIZE:48 7116 X 95 1/8 "FIXED PANEL MAX PANEL.48 3/16 X 951/6 I�- 4��(]S° --� MAX PANEL WIDTH FIXED D H - 7 8 O/)(/)C MODEL SHOWtJ FOR REPRESENTATION ONLY (3)PANELS SHOWN,UNLIMITED NUMBER OF PANELS IS APPLICABLE AS LONG AS INDNIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. B UPDATED PER 2010 FBC 10/18l11 LUCAS A.TURNER,Fc P.E.5e267 A UPDATED PER NEW FBC REQUIREMENTS 06/10J08 DESIGNPR40/�pE TING ��`yOREt+��i '��.�G�.`?�;GENS�G�Qti.: �1WWD�oRS TABLE OF CONTENTS �v: No 582D1 •�:�13: 1900 SW 44TH AVE. �*; * ;.*� OCALA,FLORIDA 34474 GENERAL NOTES&ELEVATION...._.1 � �.II; ' � ITLE: ANCHOR SCHEDULE&NOTES........2 Lucas0.Turner,P.E. 2011-11-17 18:22-05:00 � ^ �� GENERAL NOTES&ELEVATIONS-NON IMPACT �9• STATE OF :�� ERIES: RAWNBY• DATE: DP CHART 8 GLAZING DETAILS... ...3 i0,�•.,,o �� 9200 10/1812011 SECTION VIEWS. •4 THE INFORMATION CONTAINED N THI�pAWINOISTHE 50 E PROPERN OF CUS10M ,��S��R t�P��+ ODEL. CALE: ADE WG.NO. EXTRUSIONS 8 B.O.M....................5-6 WINOOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR AS A WHOLE WI7HOUTT}iE ��I S�� C�`�� SGD NTS CWS-284 .... INSTALLATIONDETAILS............ .7-8 WRI7TENPERMISSIONOFCUSTOMWINDOWSYSTEMS,INC.ISPROHlBITED. ��/lO�At1�f��, REV.LETfER: B HEET �OFB ' 6^ 4�� 4" SEENOTE2 6" MAX O.C. A � MAx� 4„� 4�� INSTALLATION ANCHORS(NPj l � � 21" MAX O.C. � � I I I �_ _ _ _ _ _� � 1 B B — A �-- — - ANCHORLAYOUT THRU FR4ME(MA90NRY OR WOOD) 384TRACKFR4ME(2ANCHORSATEACHLOCA710N) NOTES: 1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION IN 3&4 TRACK SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/T6"IS PRESENT. 3.LOAD BEARING SH�MS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.3/16"DIA.ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRIJ FRAME OR TNRU 1 BY WOOD BUCK INTO MASONRY A MINIMUM EDGE DISTANCE OF 1 1/8"SHALL BE ACHIEVED IN EITHER DIRECTION.A MINfMUM CENTER TO CENTER DISTANCE OF 1 3/4"SHALL BE ACNIEVED IN ANY D�RECTION DN THE 3 AND 4 TRACK. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3!8"INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 7/e"SHALL BE ACHIEVED IN EITHER DIRECTION. 6.ALL FACTORY APPLIED HOLES IN FRAME MEMBERS NOT DESIGNATED FOR CONCRETE SCREW ANCHORS SHOULD BE FILLED WITH#8 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 518"INTO.WOOD BUCK. 7 ALL INSTALLATION ANCHORS MUST 6E MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMIIAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. B UPDATED PER 2010 FBC 10/18l11 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A.TURNER,FL P.E.582D1 UPDATED PER NEW FBC REQUIREPAENTS 06/10/08 9.I�STALLAT OIN ANCHOR CAP CIT ES FOR RODUCTS HEREI ARE ASED ON SU STRATE MAT RIAL WITH THE FOLLOWING PROPERTIES: �`�1P�',PNGVE N S!TG'A�^. A.WOOD-MINIMUM SPECIFIC GRAVIIV OF G=0.55(SOUTHERN PINE OR GREATER) ��V;'�" F '•,�S W�ND�OAS B.CONCRETE-MINIMUM COMPRESSNE STRENGTH OF 3,200 P51. ��; No 582a1 :1�� 1900 SW 44TH AVE. C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). �.�.� * t.�.� OCALA,FLORIDA 34474 � ITLE: 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE �� ' :¢� ANCHOR SCHEDULE 8 NOTES-NON IMPACT +T�, STATE OF .�� ERIES: DRAWN BY• DATE: OF INSTALLATION SHALL BE DONE BY 07HERS FOLLOWING THE CURRENT ��'• ,� •�� 9200 ADE 10/18l2011 VERStON OF THE REFERENCE DOCUMENTS: THE iNFartnnnnoN cotarniNEO�PN rHi ORAWING ISFTHE eOLEPROPER7Y�F CUS10M '��I�S��R��A�\�, ODEL. CALE: WG.NO. FMNWDMA250(BOXWINDOWS),rFMA/AAMAIWDMAN 00{EXTERIOR�DOORS). �inEN ERM�SIONOFCUSTOMWIN�OWSYSTEMS,�IN�S ROHIBI EDHOUTTHE ��I��S�O��;fGN��` SGD REV LETTER gs HEET' ZOFB 84 PANEL HEIGHT(II� PANEL WIDTH GLASS (IN) CONFIG TYPE 791/8 841/8 901/8 951l8 30 7/16 OX,XO,XX A,B +50/-60 +50/-60 +50/-60 +50!-56.8 36 7/16 OX,XO,XX A,B +50/-60 +50/-57 4 +50/-52.6 +49.2/-49.2 42 7/16 OX,XO,XX A,B +50/-52.2 +50/-51.5 +47/-47 +43.9/-43.9 48 7/16 OX,XO,XX A,B +40/-40 +40/-40 +40/-40 +40/-40 30 7/16 OXO,7IXX A,B +50/-60 +50/-60 +50/-60 +50/-56.8 36 7/16 OXO,}OQC A,B +50/-60 +50/-57 4 +50/-52.6 +49.2/-49.2 42 7/16 OXO,XXX A,B +50/-52.2 +50/-51.5 +47/-47 +43.9/-43.9 48 7/I 6 OXO,XXX A,B +40/-40 +40/-40 +40/-40 +40/-40 30 7/16 OXXO,XXXX A,B +50/-60 +50/-60 +50/-60 +50/-56.8 36 7/16 OXXO,XXXX A,B +50/-60 +50/-57 4 +50/-52.6 +49.2/-49.2 , 42 7/16 OXXO,XXXX A,B +50/-52.2 +50/-51.5 +47/-47 +43,9/-43.9 48 7/16 OXXO,XX3t,Y A,B +40/-40 +40/-40 +40/-40 +40/-40 30 7/16 XXXXXX,OXXXXXO A,B +50/-60 +50/-60 +50/-60 +50!-56.5 36 7/16 XXXXXX,OXXXXXO A,B +50/-60 +50/-57'4 +50/-52.6 +49,2/-49.2 42 7/16 XXXXXX,O}UY}��O A,B +50/-52.2 +50/-51.5 +47/-47 +43.9/-43.9 48 7/16 XXX7��7C,OXXXXXO A,B +40/-40 +40/-40 +40/-40 +40/-40 30 7/16 XX3UCXXXX,OXJ�.'�CXXO A,B +50/-60 +50/-60 +50/-60 +50/-56.8 36 7/16 XXXX3QOCX,OXXXXA,'YO A,B +50/-60 +50!-57.4 +50/-52.6 +49.2/-49.2 __ 42 7/16 XXXXXXXX,OXXXXXXO A,B +50/-52.2 +50/-51.5 +q7/-47 +43.9/-43.9 48 7/16 XXXXXXJIX,OJQC}�{{}CXO A,B +40/-40 +40/-40 +40/-40 +40/-40 --- -- -- --- - ----- 518"OVERALL 5/8"OVERALL 7/B"TEMPERED 3116"TEMPERED 3/B"AIR SPACE 1/4"AIR SPACE � 118"TEMPERED 3/i6"TEMPERED 2 MARINE GLAZING 2 MARINE GLAZING NOTE: 1.IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 1!2"�IASS BITE 1/2"GLASS BITE 2.THE INTERIOR SILL�1016 OR 1103)NOTTESTED � 0 FOR WATER INFILTRATION RESISTANCE. 3.THE USE OF INTERIOR SILL IS QUALIFIED UNDER SECTION 1714.5.2.1 EXCEPTIONS FOR OVERHANGS. B UPDATED PER 2010 FBC 10/18/11 LUCAS A.TURNER,FL P.E.5e2o1 A UPDATED PER NEW FBC REQUIREMENTS O6/10/08 5 5 `��`�p,P1DRE41��T��i,� +�JGP�'•��GENS�L�Q,�rt�' wWn�oxs �v� No 58201 :�;, 1900 SW 44TH AVE. C*; �*? OCALA,FLORIDA 34474 ' 7� �.p; * ' � ITLE DP CHART 8 GLAZING DETAIL-NON IMPACT � %9; STATE OF ��+ ERIES: DR4WN BY• ATE: GLASS IYPE A GLASS TYPE B THE INFORMATION CONTAIN DOIN�THIS DRA4VIDN0IS THE SOLE PROPERT'OF CUS10M •�'4��SF�O R t�P�\_�, ODEL. 9200 cn�e: A�E w�.No,10/18/2011 FULLSIZE FULLSIZE yy�NDOWSYSTEMS,INC.ANVREPRODUCTIONINPARTORASAWHOLEWITHOUTTHE ��i S/ � ��\�� SGD �;� CWS-2S4 WRITTEN PERMISSION OF CUSTOM WINOOW SVSTEMS,INC.IS PROHIBI7ED. ��71OMA�µL��, EV LETTER: B HEET. 3 OF 8 41 3 g5 6 7 43 � 19 17 27 41 21 7 � 31 31 6 43 � 21 � 36 16 �� 40 38 Z� 10 SECTION VIEW B-B 42 14 22 4 4 1 ------ —8- - -- - 24 q 3 2 1 OTE:ITEMS 19,28-30,33,34,36,38-39 ARE Un��/"-�u SED BUT NOT SHOWN FOR CLARITY. 5 ALT.INTERIOR SILL B UPDATED PER 2010 FBC 1Q/18/11 1.THE INTERIOR SILL(1016 OR 1103)NOT TESTED 9 FOR WATER INFILTRATION RESISTANCE. LUCAS A.TURNER,FL P.E.58201 A UPDATED PER NEW FBC REQUIREMENTS O6l10I08 ZS � O � 32 2.THE USE OF INTERIOR SILL IS�UALIFIED UNDER �ti��u��ri�� OO OO OO SECTION 1714.5.2.1 EXCEPTIONS FOR OVERHANGS. `��►PNpR�yy TG�� 3 13 +,��J�p��;.4�GElJS�•.�Qy�i,r WQJDOWS&DOORS 2 s ��r� No 58201 :7�� 1900 SW 44TH AVE. �*; ;*s OCALA,FLORIDA 34474 SECTION VIEW A-A �� ^'n; * ;a= �r�E: SECTION VIEWS-NON IMPACT �9; STATE OF .<1I: �Q.� �(V� ERIES: DRAWN BY• ATE: 10/'I8/2O'I'I THEINFORAMTIONCONTAINDNRTF9 DRAWINOISTHESOLEPROPERNOFCUS10M ,,�'��S��R��P�\��,` ODEL. 9200 c,4�e: ADE WG.NO. WRITTEN P RM SSION 0 CUSTOM WINDOW SYSTEMS,INC IS ROHIBI EDHOUT THE ��/��5�0(�A'rG��` SGD REV.LETTERN BS HEET q OF 8 84 OUTERFRAME CONSTRUCTION 5 112" 7 3/16" \ � � 7— ' 1" 'I11 38 �— --1 1l16" -�— '� 1116" \ 3 TRACK HEAD S-107B 4 TRACK SILL 51089 I 5 9116" 2 7 1/4" (2)SCREWS REQUIRED FOR FRAMEASSEMBL 2 (ALL TRACKS) 1116" 7/i6" 5/8" 5/8" L L 3 TRACK INTERIOR SILL 5-1016 4 TRACK INTERIOR SILL 5-1103 5 11f 16"--i 7 3/8" I 3 2 2 t/16" 1N6" 5/8" 5/g�� -- — --- - L -----L— --- ---- — -- ----- --- --- — ------ 3 TRACK EXTERIOR SILL 5-1301 4 TRACK EXTERIOR SILL S-1302 2 1/16" 1l16" �3/8° �5 3/8" HIGHRISE ADAPTOR H-1198 3 7 1/16" � 1l16„ 3 � --� 1l16" �Si�6� 15116" _L � 3 TRACK JAMB 5-1080 4 TRACK JAMB 5-1093 B UPDATED PER 2010 FBC 10/18/11 LUCAS A.TURNER,FL P.E.58201 UPDATED PER NEW FBC REQUIREMENTS O6/10/08 ��P`�Pp10 RE 1��T�i�i ��,�� +,�.jGp.r?.��GENS�G�Q,�� EZfGWVyL � WINDOWS&DOOAS �v:� No 58201 :�: 1900 SW 44TH AVE. �*; �*_ OCALA,FLORIDA 34474 �� ',°; * ' ' ir�E: EXTRUSIONS-OUTER FRAME �9: STATE OF ,�� .� �!V�� ERIES: RAWN BY• ATE: 11/17l11 ��T•,� A,= �� 9200 ADE 10/18l2011 PROPRIETARYAND COPFIDENML ♦ L O,: \�� THE INFORMA710N COMAINED IN TWS DRAWINO IS THE SOIE PROPERTY OF CUSTOM �i�S��'�R 1� C?�� ODEL. CALE: WG.NO. OTE.ALLALUMINUMEXTRUSIONSARE6063-T6 WRITT NPERMISSIONOF�STOMWINDOWSYSTEMS,INC.SS ROHIBITEDHOUTTHE ��I��S�OMA1��\�� SGD Ey�ETTER:�.2 HEET• CWS-Z64 B SOFB � Item# Die# Descrip[ion Vendor Moterial PANEL CONSTRUCTION 1 SI076 F[ead,3 Trk.,SGD Keymazk Ahun 7!B" 4 1 5�1089 Head 4 Trk.,SGD Keymazk Alian r �718^ e �1" 12 � 2 5-1301 Sill,Ext.,3 Trk.,SGD Keymazk Alum � 2 5-1302 Sill,Ext.,4 Trk.,SGD Ke merk Alum 111s" ' r 2 51016 Sill,Int.,3 Trk.,S(� Keymark Alum 1 11l16" 1/t6" ��76„ 9116" � 1 3/8° � 2 51103 Sill,Int.,4 Trk.,SGD Keymark Al�nn 3 5-1080 Jamb,3 Trk.,SC� Keymazk Almn 4 3 5-1093 Jamb,4 Trk.,SGD Keymazk Ahun PANEL TOP RAIL 57307 SCREEN TOP RAIL S-1109 BUTTSTILE ADAPTER 51463 4 5-1307 Top Rail,Pnl., Keymazk Aliun 5 5-102I Bot.Rail,Pnl., Keymark Alwn 18 6 H-1017 Lock�ile,Pnl., Keymark Alwn (2)SCREWS FOR PANEL CoNSTRUCTION 7 H-1354 Intlk.,Double,HD Keymatk Alwn �„��g��,.i 5 9 2" 8 51109 Top RaiI,Scrn Keymazk Ahun 718� 9 SI110 Bot,Rail,Scru Keymazk Alum � -1"� 1/te" 10 H-1106 LockStile,Scrn Keymazk Al�nn T 11 H-1107 Intlk.,Scm Ke merk Almn Z��e�� y p 1I2" 1N6" � PANEL STOP 5-113f� {..—p�/q„ 12 51463 Buttstile,Adaptor Keymazk Alum ��16 I 13 P-3220 Roller,Single,SGD,Steel Stiillivan Steel ��76° 14 P-3231W Pull,Ext.,SC�,White Lawrence Plastic SCREENBOTTOMRAILS-1110 --{�1/18" IS P-3230W Pulf,Int.,SC�D,White Lawrence Plastic PANEL BOITOM RAIL s-7021 �7/B 16 P-3235 Keeper Kit,Std Pulls,SGD Stiillivan Zinc I 18 � 17 P-3609 Bumper,Rubber Team Plastics Rubber 1 B 5-1130 Panei Stop Keymazk Ahun �51B,� �p HD DOUBLE INiERLOCK H-1354 _—___ 19__51022___ FixedPanelClip____ Keymazk Almn ��16" FIXEDPANELCLIPS-1022 - - ------ — - - ---- - - - - - - - ------ -- -------- --- - 20 P-3232 S�iD,Mortise Lock Sash Controls Steel 21 P-3308 Wstp.,0.310 x.270 back FinSeal,Bfack,SoRTouch iJltrafab �� 22 P-3309 WstQ.,0.210 x 187 back FinSeal,Black,SoftTowh Ultrafab }— 3 23 P-3307 Wstp.,0.750 x I15 back Diamond,Black,Skirting illtrafab ScREEN LOCKSTILE H-11oe 2 tl16" 24 P-3514 #8 x 1.000 Ph PH Type A SMS,Zinc Fastenal Steel 1 a/e" �� 25 P-3504R 1/4-20 x 0.500 Ph Tr.Hd MS,Zinc Fastenal Steel 26 P-3246 Crasket,Sill at Jb.,SGD HOP 116� ~ 27 P-3206 Cilaz.Chnl.,Insulazed,Black Team Plastics Rubber �Z� 6 2 t5n6° 28 P-3648 9(�-9000 CnldCer[.Label tl15" ��e 29 P-3881 Temporary Lbl.(NFRC/DP) � 30 P3613 CWSLbI.(logo) 'I � 1116�� 31 Glass,Insulated �— SCREEN INTERLOCK H-1107 32 5-1198 Highrise,Adaptor Keymazk Ahun PANEL LoCKSTILE H-1ot7 BUTTSTILE ASTR4GAL H-73o6 33 Screen,Spline - Team Plastics Rubber _ 34 Screen,Cloth 35 H-1306 Astragal,Pnl Keymazk Aliuu B UPDATED PER 2010 FBC 10/18/11 36 P-3497 Wstp.,0.150 x 187 back FinSeal,Black,SoftTouch Ultrafab LUCAS A.TURNER,FL P.E.58201 A UPDATED PER NEW FBC ftEQUIREMENTS O6/10/06 38 P-4144 8�P.w/1/4"eadPan H ad D�p,� Fastenal Steel ``��S�Pp10R�4y�T��' 39 P-3091 Hole Cover,Outer&ecne M&M ;JGP�=��GE�'SF•.�Py�i �Np�Oxs 40 P-3559 #8 x 3/8 Pan Tek Fastenal Steel �v: tVo 58201 :1�� 1900 SW 44TH AVE. 41 P-3695 HancDe Kit �*� * ;*� OCALA,FLORIDA 34474 42 �1512 ScreenAstragal Keymazk Al� �� ^'a; ;�� T�E: B.O.M.BEXTRUSI�NS-PANEL 43 P-3339 #8 x 3/4 Pan Tek Fastenal Steel �:, STATE OF :�w= ERIES: RAWN 8Y• ATE: PROPWETARVANOCO�FIDENTNL ll/17/Il �i�'��•:;(O R 10P:�_��• 9200 ADE 10/18/2011 THE INFORMATION CONTAINED IN 7FOS DRAWINO IS THE SOLE PROPERN OF CUSTOM �I�S ' . C?�� ODEL. CALE: �:z WG.NO. OTE.ALLALU INUMEXTRUSIONSARE6063-T6 WRITT NPERM�SIONOFCUSTOMWINDOWSYST MS,�INC.gISP OHIBITED.��TME ��f�S�OMA,E`1�� SGD REV.LETTER: B HEET 60F8 B4 1 BY WOOD BUCK BY OTHERS ��4"MAX SHIM �A� �B� 13L$_'MIN.EMBEDMENT ]L�MAX SHIM I�1 1 114"MIN EMBEDMENT �B� [C] Q • INSTALLATION ANCHOR, 2 BY WOOD BUCK BY OTHERS 3/1 fi"MASONRY ANCHOR IN6TALLATION ANCHOR, IAl SEALANT BETWEEN FRAME I�1 #10 WOOD SCREW AND OPENING BY OTHERS a 0 �D] j(�MIN.EDGE DIST. a INTERIOR [�1 SEALANT BETWEEN FRAME 1 BY WOOD BUCK AND OPENING BY OTHERS BY OTHERS a a ,p $/4°FIXED PANEL ATTACHMENT �A� SEALANT BETWEEN FRAME CONCRETElMASONRY 1.�L�MIN EMBEDMENT 33N6"a p #10 WOODSCREW AND OPENING BY 07HER5 BY OTHERS (C] FU(ED PANEL CLIPS ARE MOUNTED 17" 4 ' FROM TOP AND BOTTOM AND ONE 1 3/4"MIN CNTR TO CNTR AT THE MIDSPAN OF THE PANEL. 1�l6"MIN.EDGE DIST �� C] a � �MIN.EDGE OIST ag o D eP P L7L@"MIN.EDGE DIST � o, [D] o°o p . D d� p �c] � o •o aB a> �v� �' � �" EXTERIOR ''Q° EXTERIOR FINISH--o'o p O , PERIMETER SEALANT PERIMETER SFALANT BY OTHERS a8 a • p•, o BY INSTALLER BY INSTALLER ''�p •o 00 00 0 ,p ,p � EXTERIOR FINISH � SHE/ITHING BY OTHERS BY OTHERS PERIMETER SEALANT � ]L�MAX SHIM CONCRETE/MASONRY EXTERIOR FINISH BY INSTALLERS [B] BY OTHERS BY OTHERS � HORIZONTAL SECTION �HOR�ZONTAL SECTION 7 FRAME(MASONRY) 7 FRAME(WOOD) --------— ——----—---—---- -- -- -- ---- ——SILL-TO-SIT W-- ------- -- -- ------ ------- —-- -----— BED OF CONCRETE INSTALLATION ANCHOR, INSTALL4TION ANCHOR, BY INSTALLER #10 MASONRY SCREW 3116"DIA.MASONRY ANCHOR �C� �C� � PERIMETER SEALANT PERIMETER SEALANT EXTERIOR INTERIOR BY INSTALLER BY INSTALLER �> �> p p�� p p D � �� > 1]L'E MIN EMBEDMENT INSTALLATION ANCHOR, HIGHRISE SILL '� � � D [C] 3/16"DIA.MASONRY ANCHOR � D IC1 7 3/4„MfN CNTR TO CNTR BEAp OF SEALANT BEiWEEN L�MIN EDGE DIST IC] REFERENCE NOTFS: HIGHRISE SILL AND FRAME «� � SILL TO SIT IN BED OF BY INSTALLER [A]SEE NOTE 10,SHT 1 CONCRETE BY INSTALLER D VERTICAL SECT�ON [e�5EE NOTE 2a7,SH7 2 � e 7 FRAME(MASONRY) [cj see NoTE a,SH7 z [D]SEE NOTE 5,SHT 2 OO OO LT.SILL INSTALLATION PERIMETER SEAI.ANT B UPDATED PER 2010 FBC 10/i8/11 BY INSTALLER �D�D CONCRETE/MA&ONRY BY oTHERS LUCAS A.TURNER,FL P.E.58201 A UPDATED PER NEW FBC REQUIREMENTS 06110/08 .p 4e o� o, ��ti�unuq��i °p °. D o o� oo • D �,��`P�1DRL�IN T�i�� / op 4� 'D � p �•` 9:'GEN L ��. ��G,(Q.L(i(�12 'p �D 1 1�A"MIN.EMBEDMENT `+�GP��V� `SF��'I�� {yRdpOWS&DOORS �C1 �-.Ji.' No 58201 •:��1% 1900 SW 44TH AVE. �*; * ;*e OCALA,FLORIDA 34474 �J � ITLE ' ],L9_'MIN.EDGE D�ST 1$L4"_MIN CNTR TO CNTR y '"D� e a- MSTALLATION DETAIL 3 TRACK FRAME-NON IMPACT �9�; STATE OF :k/ti [C] [C] +�. (V� ERIES: ORAWN BY� ATE: A VERTICALSECTION PROPWETARYIWDCOAFlOEN7NL SI/IIIll �i�'n�•�(pR1�P��, ODEL. 9200 CALE: ADE Wc.NO.10/18I2011 7 FRAME(MASONRYJ �n�jqNITTENP RMSSIONO�STOMVJI DO'WSYSTEMS,oIN�SPROHIeTEDi��TME ,,,�SI+��A��?�,, SGD �L�ERNTS HEET CWS-284 B 70F8 ■ � � , .7L4'_'MAX SHIM 1 1/4„MIN.EMBEDMENT �� [Bj i�L9_MIN.EMBEDMENT , -�-� ](4"_MAX SHIM � rol , �B� coNCRer�rausoNRY INTERIOR BY OTHERS 4 1 BY WOOD BUCK 71�MIN.EDGE DIST BY OTHERS [D] , SEALANT BETWEEN BUCK � �A� AND OPENIN6 BY INSTALLER d INSTALLATION ANCHOR, 2 BY WOOD BUCK � CONCRETEIMASONRY a p �3C'6"MASONRYANCHOR [jOTHERS A BY OTHERS Q ' 4 11/1fi" a ,� �FIXED PANELATTACHMENT SEALANT BElWEEN BUCK V AND OPENING BY , 1 1�6"MIN.EDGE OIST 1 1�8°MIN.EDGE DIST. ° 0 #t0 WOOD SCREVJ INSTALLER ', C � � 3 7N6" �� FIXED PANEL CLIPS ARE MOUNTED 17" INSTALLATION ANCHOR, Q FROM TOP AND BOTTOM AND ONE #10 WOO�SCREW ANCHOR � AT THE MIDSPAN OF THE PANEL. �p� EXTERIOR p p l�L'4 MIN.EMBEDMENT FINISH o g p> D p P p P [�I a BY OTHERS 0.g P�° P�° �p D � a ' .718'_'MIN,EDGE DIST � �6 �6 . Q'° PERIMETER SEALANT �� a4pQr do 4 0 0,.o" BY INSTALLER � �� o p a a°�o qo � �.o- PERIMETER SEALANT b PERIMETER SEALANT � ��° EXTERIOR BY INSTALLER ��. BY INSTALLER • . EXTERIOR FINISH 'o ° '° ' BY OTHERS ' � o � �TERIOR FINISH SHEATHING BY OTHERS F HORIZONTALSECTION BYOTHERS e FRAME(MASONRY) _ �/g"MAX sHIM G HORIZONTAL SECTION [Bl e FRAM (WOOD) INSTALLATION ANCHOR, 1 BY WOOD BUCK 3/16"DIA MASONRY ANCHOR BY OTHERS �� A� SILL TO SIT IN BED OF INSTALLATION ANCHOR, CONCRETE BY INSTALLER 3f16"DIA.MASONRY ANCHOR [C] EXTERIOR NT) ERIOR PERIMETER SEALAN7 BY INSTALLER PERIMETER SEALANT 4 D � D BY INSTALLER 4> � �� INSTALLATON ANCHOR, •D �° • �� ,D �° D p� 1]L4 MIN.EMBEDMENT 3/16'DIA.MASONRY ANCHOR � D � •p [C] ICI HIOHR�SE SILL 1��9"MIN.EDGE DIST 3�B-� �C� REFERENCE NOTES: BEAD OF SEALANT BETWEEN ' HIGHRISE SILL AND FRAME [A�SEE NOTE 10,SHT 1 � e � BY INSTALLER LT.SI�L INSTALLATION �B]SEE NOTE 283,SHT 2 [C]SEE NOTE 4,SHT 2 O O H VERTICAL SECTION [D�SEE NOTE 5,SHT 2 PERIMETERSEALANT 8 FRAME(MASONRYj BY INS7ALLER G��gY oTHERS�SONRY B UPDATED PER 2010 FBC 10/18/11 LUCASA.TURNER,FLP.E.5ezo1 A UPDATED PER NEW FBC REQUIREMENTS O6/10/08 °.D Q ,D ooD e o> psuuu��p�� o� °' a> oa � � �� DR�4�� i SILLTOSITINBEDOF � � • D � D • D 1114"MIN.EMBEDMENT +�`,P5 P�G��'• TG`P�� CONCRETE BY INSTALLER j�� JG�'4� Sc��'.,'L�� N7NDOWS&DOORS �v: ho 58201 :�� 7900 SW 44TH AVE. e*� ;*� OCALA,FLORIDA 34474 1 1!8"MIN.EDGE DIST. 3 3/8"--I �� ^'�: * :�� r�E: INSTALLATION DETAIL 4 IRACK FRAME-P10N IMPACT :9�, STATE OF :4/: [C] ��. !V� ERIES: DR4WN BY� ATE: �0/78/2011 eE VERTICAL SECTION 11/17/11 %T•.� � 9200 ADE e FRAME(MASONRI� THE INFORMATION COMAIN D W TW DRAWIONG I�HE SOLE PROPERTY OF Cl1STOM ,��I�S�C�R 1 O P�\_�, ODEL CALE: WG.NO„ WRITTENPERMISSIONOFCU TOMWINODIWS S7EMS,�INC.SS ROHIBIT DH�TME '��`iSj��MA„�?'`` SGD Ey,LErrER: BS HEET. BOF82B4 � _ ' . � . • Lucas A. Turner, P.E., MBA Evaluation Report 284B 2080 Mauve Ter. North Port,FL 34286 Ph. 941-380-1574 November 17,2011 Product Description: Series 9200 Aluminum Sliding Glass Door,Non Impact,4'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44�'Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.00�5 (4),using 9N-3.005 Method 1 option(d). This product complies with the requiretnents of the Florida Building Code outside the High Velocity Hurricane Zone. The product testing s i dards performed are outlined below. Technical I)ocumentation: � 1) Approval drawing CWS-284B, signed and sealed by Lucas A. Turner,P.E. on 11/17/11. 2) Test Reports NCTL-210-3523-2, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: AAMA/WD�CSA 101/I.S.2/A440-OS ' 3) Supplemental Calculations to support CWS-28�4B, signed and sealed by Lucas A.Turner, P.E. on 11/17/11 Installation: Units must be installed according to approval document CWS-284B. Limitations of Use: This product: • May be used in up to 48 3/16"x 95 1/S"panel sizes (96"max. door height),with glass types and max.glass daylight sizes as sholwn in CWS-284B • Achieves design pressures as shown in colmparative analysis tables in CWS-284B • Is nonimpact and requires the use of shutters in windborne debris regions • May not be used in the High Velocity Hurricane Zone Certification oF Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing ' products for which this report is being issued. I do no#have, nor do I intend to acquire,nor will I acquire, a financial interest in any other entity invol�ed in the testing or approval process of this product. �ty,4it�ea��srp� I�� 0 E��4y y°�rr ��r �o�o.��.,1e�� dp, Ijd� �`ti.$��'^��d��l�ly��} + � $� �m �� ' +-�.�Ir f�a 532�� ;�� , � �° �t � ''� = 11/17/11 '' =-�: :,�� i: �q��,�� :,��; Lucas A. Turner,P.E. � LucasA.Turner,P.E. 2041-11-1716:11-05:00 ��Q�9,t� �,,�;�� FL PE#58201 li i �d�I��.0 � R'�s,��, �°��rr�l�i�tAa�Y�t��*