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Home My WebLink About18-19285 /, CITY OF ZEPHYRHILLS �'� 5335-8TH STREEf (813)780-0020 192$5j BUILDTi�G PERMIT � � - PERMIT If�FORMATION - LOCATION INFORMATION �' Permit Number: 19285 Address: 3648 GARDEN C1TY WY �' Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADDlALT RESlDENTIAL Township: I2ange: Book: Proposed Use: MOBILE Ht�ME PARK Lot�s}: Biock: Section: Square Feet: Subdivisian: MAJESTIC OAKS Est.Value: Parcel Number: 24-26-21-0000-00100-0090 Improv. Cost: 13,500.00 OWNER INFORMATION Date Issued: 2109/2{}18 Name: MAJESTIC OAKS LLCIDERQN KEITN Tatal Fees: 215.00 Address: 3648 GARDEN CITY WAY Amount Paid: 215.00 ZEPHYRNILLS, FL. 33542 Date Paid: 5/10/2018 Phone: (630)660-4893 Work Desc: SUNRQOM 12 X 21, SHED 8 X 12 W/ ELECTRlC (ADD) CONTRACTOR S APPLICATtON FEES SUN STATE ALUMINUM INC BUILDING FEE 165.00 CARLY�.E E�ECTRIC E�ECTRICAL FEE 50.00 �� s�� -�� Ins ections Re uired F TER 2 OU PL B MI INS TIO CEIL G FOOTER BOND DUCTS 1NSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATlON WALL MlSC. DUCTS INSTALLED WATER MISC - DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUGTlON POLE FRAME MlSC. MISC. REINSPECTION FEES: (c)10Uith respect ta Reinspection fees will compty with Florida Statute 553.80 (2)(c)the loca!gavernmenfi shal! impose a fee of four times fihe amaunt of the fee imposed for the initiat inspe+ction or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictians applicable to this praperty fihat may be found in the public records of this count}r, and there may be additiana( permits required from ather gavernmental entities such as water management, state agencies or federal agencies. "Warning ta owner. Your failure to record a rtotice of commencement may resutt in yaur paying iwice far improvements ta your property. If you intend to obtain financing, consult wifih yaur lender ar an attorney before recording your notice of cornmencement." Complete Plans, Specifications Must Accompany Application.All wark shall be pertormed in accordance with City Codes and Ordinances, NO OCCUPANCY BEPORE C.O. NCi OCCUP14NCY BEFdRE C.O. r/ ��` C NTRACTO �SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN fi MC�NTH5INITHCiUT APPR4VED INSPEC7'ION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received �3 g 3`Cr Phone ContactforPermitting Qwners NarTie uC L�[T Z� (/t Owner Phone Numbe �- l / C �.�t,�k! r�� f8o3� OwnersAddress 7 !rL?H�!< < 'J a0U d� Ow�erPhoneNumber Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOBADDRESS � � G/� ��[ j �� LOT# � , SUBDIVISION ` r/� 11 Q�S ppRCEL ID# -�(D'�I��lJ�D'QUl1(��"OD�b (OBTAINEO FROM PROPERN TAX NOTICE) WORK PROPOSED e NEW cON57R� ADD/ALT 0 SIGN Q 0 DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OFCONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK �oL I YL ZCI� I� VL-°W� �x�� ' �" '`W BUILDING SIZE S • rC ?— SQ FOOTAGE � � HEIGHT � �YL�•w, TITTTI"I�rTP'ITI"7�ITt�T1"IT�TrITTI�f rIT iTl'TrTTI"1"'T'TTrTITTTT�TITI� UILDING $/?'svv v� VALUATION OF TOTAL CONSTRUCTION 7 QELECTRICAL $ �� AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. OPLUMBING $ � /�� QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 1� c �wJ rv► r� � OGAS Q ROOFING Q SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO �.--r�.--r.--a-�.--r..-r��.-.--r.�-.--rP..-r J\ .-�--r.--rFT� .-.-��.--r.�-.�-.- BUILDER � •�"'�M�NY TT^T()• • ��1•/��( ��i� SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N �� // /' 'r �,,,1j� -q Address ,S� /C.� `� !L �S 7.� y� License# V Q �l�'',�/�"�j�'��v1 ELECTRI A COMPANY �( �j� �'•- ?J�/Z��f� �p � SIGNATU� � REGISTERED Y/ FEE CURRE� Y/N 1('�� i\O ��j� « �! y 1. /�,��v �n�3 Address .-�• (/'. ,�� (,C(�� f� �� License# 1 S �^ (J/ �LU t� l�" PLUMBER COMPANY �V� SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y(N Address License# OTHER COMPANY SIGNATURE REGISTERED Y I N FEE CURRE� Y I N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facllities&'I dumpsler;Site Work Permit for subdivisionsAarge projecls COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwaler Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for alI new projects.All commercial requiremenls must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPER7Y SURVEY required for all NEW construction. +F-f-I-I+L-b-F-4-4-4-��1.-1-1-.f.-4-1-.1-I--1-1-1--f-{-�i-1-1--i-1-1--F-F-1-.F-I--1-1--{-I-4-�1--4-f-F{-1-1--1-1-��F-1-1--1-f�-f-F-f-�L-1--1--F- Directions: FiII out application completely. Owner 6 Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) •' Agent(for the conVactor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Seryice Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over CounteY if on public roadways..needs ROW i 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 undersigned assumes resporisibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES. If the owner has hired a contractor o; contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited 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 Counfy Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. Ifyouu, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled�to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and � 90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'SlOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WatedWastewater Treatment. - Southwest Florida Water Management District-Welis, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not ailowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with fhe 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 Officiai from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. 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. FLORIDA JURAT(F.S.117.0 �, + , r OWNER OR AGENT L CONTRACTOR_ ,�C%� ��1�.1��+ Subscribed and sworny(or affirmed e ore me this Subscribed and swor to( r �r e before me this I-3o a 4� by /)i4,�h y vV!c ivt S 1-?o-f� by �j st�i l'V!� s Who islare personally known to m or has/have produced Who is/are personally known to me or as/have produced as identification. as identification. ' Notary Public Notary Public , Commission No. r�o��O� l Commission No. ��.3�� / "/(flilt2v� °F �)"1!�1-�G� � Na e ri te ampe Nam ' �YP �t�OKS •'°►"�''%`" NANCY J �ROOKS 1PP,,. �B,••, N�NCY •; ,'p�. e(,•'; ��1' �„',°� -G0936�9 '� °` • MY COMMISSIUN�" ?N; l�t MY COMMISSION#FF093699 ��''+�`a�°pf EXPIRES February 18 'n1� ��' Y'��.........:�r '�,h�o�p�n,,, +1�aF�oa;,,° EXPIRES February 18.2018 (,Sn7)�B9•0153 FloridallotaryService.corti (a07)3418•Ot63 FlorfdallotaryService.com /� CITY OF ZEPHYRHILLS �.� 5335-8TH STREEf s (813)780-0020 19 85 „ BUILDING PERMIT PERMIT IPIFORMATION � LOCATION INFORMATION � Permit Number: 19285 Address: 3648 GARDEN CITY WY Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. ' Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: MOBILE HOME PARK Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24-26-21-0000-00100-0090 Improv. Cost: 13,500.00 OWNER INFORMATION Date Issued: 2/09/2018 Name: MAJESTIC OAKS LLC/DERON KEITH Total Fees: 165.00 Address: 3648 GARDEN CITY WAY Amount Paid: 165.00 ZEPHYRHILLS, FL. 33542 Date Paid: 2/09/2018 Phone: (630)660-4893 Work Desc: SUNROOM 12 X 21, SHED 8 X 12 CONTRA�TOR S APPLICATION FEES SUN STATE ALUMINUM INC BUILDING FEE 165.00 V i�� v Ins ections Re uired FOO ER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this 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 not�ce of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. I ^ � � � CONTRA T R SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 WOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ;�� - _��'�"".��: , , �;s �� _ � ;�� `'��,.� . � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: „�i .�i`'1 ' ��, /�`�,'F?�J'�J✓�'� Date Received: 1�� /� Slte: � ! $ G-�-C�� " C�C.� _/}'1 � � G�C�-E(',� � > � � Pernut Type: ; �t''l z" � � Approved w/no comments:❑ Approved w/the below comments: � Denied w/the below comments: ❑ �� This comment sheet s 1 be k t with the ernut and/or lans. � P P ,�' i �/ a-�r�� . Kalvin Swi lans Examiner Date Contractor and/or Homeowner (Required when comments are present) `� �^�Lr��` PageNo. of Pages v 1� L SUN STATE ALUMINUM, INC. '� 6154 Fort King Rd. ZEPHYRHILLS, FL 33542 (813) 788-7308 � � -l'��r . �UBAaITTED;TO. � pHONE I D'ATE"�--'� �, � � .,�,�q`... �- �9 � 1 �,,.j`�� L�`►�v� �-•�.✓� tF��tJ • ��"�.A��i;? �-��j'� �ir��1'1 � � i �..) STFiEEf. ' JOB NAME � ��v�".�'� ��`�.�Q.-~'"1��,t~') �r� �`✓�, CITY,STATE and ZIP CODE (� � -_—J JOB LOCATION , �1 A �-'�-��,--'�i� `J�--'�� `+�`�� t 9�'�`'t c �C�.J'�' ARCHITECT � `~ DATE OF PLANS JOB PHONE �:--We�reby submit specifications and estimates for• � -�d�. � ""f � � �.-- , � =� ... l t r>�. +l + �1�� '� `� ,. . ... ... .......... .. .. .. ... rt_m. � � � � `j��,l C��.,. l....��x' �, `^-� �`'�-� , ..... ..,,. . .. . . ... .. ., _ , _—_ r� ,___ y ��, �f.�.��-}-^=� ,7 J ��... ��"'�J�� ,:„°�� .... . __...... ._. ._. .. . ... ��."^ �Y,` � � '' `�� f '/ " ` � � �' r � �""�'> , �.---"� � � `,; R��_. c�r..� t��.�_.,;L. f-�..,.�4=_'+-,��5.;�, '�; �s� C7 f 1-� .,,__.._�. ., ' - :...... ........ �,. ... . — _ . t -1� �..�C� � E ►�..'�1'_? �.�71;��5 E ��'J �� 'S �;' . , .. � ... ._. ... ... . .;j � � � ... .n...... f�•c'� ... . a� '� � � a ti-� "'�..' �''1 . ....� � c�. .. f ; ... �.�. .. .. ... . �� r�� -�:�� : ,__.� .�� , , c,.,,� --�^.i--- ' c-�..........,;�... . � .. . ... �. ._. ... ... .. � __.. . � ��,�,s.r�-�---�.-. ._.. +:�.��:� •r ,y,._E�� "�".,. �- "�4r."�� ........ ... . ... ... ... . ... .. �- �v=' 1 a=�5�':a� 1.,�.� � ._� ��,�� . .. ... . .. ... . , � / �\ . �_�� .-...., \ 1 \ �`\ �C CCDTCtl%�Ct hereb�to,.furnish material-and-`labor—complete in accordance with above specifications, for t�ie sum of: r..,._ � .,....m.w-. � ` � .1�; j� i\ .-.. � ��'\�—"�� \� i�„� �� ,i,_..e�' f��-._,�._ / __ � dollars($ t� � ). I Payment to be made as follow"s: ` `"`-"""` ,--.-,r"".�"'__._._..�"":___` � All unpaid balances subject to 1.5%monthly interest fee. _,,.__.---�"""� __^__-.-` �.e�;...,`�� All material is guaranteed to be as specified.All work to be completed in a workmanlike l`��,�---'�+'"��""��'�`��"""• manner aarording to standard practices.Any atteration or deviation(rom above specifications�Autfiorized�_�-�''" „___r_.---�-'^-^:m�� .�^'Si'nat�e `--�_��-•,.�="`---==-- , involving extra costs will be executed only upon written orders,and will become an extra��9 "� , ,� .. _. - charge over and above the estimate. All agreements contingent upon strikes, axidents ��'� ��~�"""�'��M.� ':.;"•.'. or delays beyond our conhol.Owner to carry fire,tomado and other necessary insurance. Note:This proposal may be Our workers are fuliy covered by Workman's Compensation Insurance. withdrawn by us if not accepted within dayS. , �LCCC�L�I�CC D� �Gl�OYYLCNCL—The above prices,specifications __��j�i � �� and conditions are satisfactory and are hereby accepted. You are autho�ized Signature to do the work as specified. Payment will be made as outlined above. d � . ` � ��'n Date of Acceptance: � � � � '� `� � ,� Signature � ,�i�c�uvl t� �,_. L�� t � f / � 7i,-� / • ..:%��''�j��z`` ��'�– ,�� –`��'�–f��:��C��— �J�' () ��;� /�-,�;� �^ ^f /� _ ,-� �! J � % ,e �t�l.�l�(t �J r i� �/G_+'t%(�� — `��i r�,� i;�yl.f•f c'��•Y C..f F'� utrJN ij .-_ [f;°!� ,K' L. � ..� _ �,' i"! i :3 �c'� �-------�-- .�_. �� - � . � �: � G; , � � � ; � > i ; i ? .\� � E i � � - - -- __.,.. _ : j �d 1 ��i a i • n ! � ( � � �r�1�.r��`�� • ': I �: t•n�.1 L-' i � `'' � ! { �p� I C �fil.,�l S�- ry � ( -�----_---�- �- . � ( l L�CIs�-1 �� t 4 � j ��'��s��? !� , LL WORK Sf�AL •`COMi�LY WIYH 4��t�Ve�ILING � ��`��`" ODES FLOf�iu��UlLt�iNG CB��, ' � � il:t r-�:a 1 y�` ' �. � v ��, lATIONAL E4EC1�IC CODE� � t�vc�Q P�' f � ��e � p TWE CI7;Y 0�Z�PhiYRHILLS ( i ` ��-i`s7r`i5 I . � RDINAPICE$ ; � 1 ;cj j t.ab� � �, , � ° ,�.� � --�� s� �� i r�'— � `�j I�� f ; ST c`�S t � ` fb � ��YiC Y L+Z�/ • � ! � 1 . � ` 3 ' ; ` ��IEW DA��Y��,� ; f ; ��,� OF ZEpH — , MIIN�� z��.��«� I ��,N EXP+ � � �c.��" � � ; � � � ` � � � . f ! � j ` �r� ; f .l ` ( � �xi5�-r�� . ff��n��S�� i � ' , , /"� ( � C� �t ��e,--� l�_.i.s%(L�'��' E , � ,� � � � � ��.-� � � � +� i # € ! � � ; I ; � + � . � -� � v ,/ . _�� D� — j Florida Building Code Online Page 1 of 2 � s �h,� �,._ — . ^ - , si� S . ' e � a ' - e . � - �� BCIS Home � Log In I User Registratlon � HotTopics f Submit Surcharge � SWts&Facts E Publications � FBC Staff E BCLS Site Map j Llnks � Search � Florida ' � �� • Product Approval t�' Q �� USER:Public User �n,mcc+W• . Fn�ts'1r�,wi�n Prvduct Aooroval Menu>Vroduct or Aonlication Search>Aoolication Lis[>Applintion Detail .; FL# FL17822-R3 Application Type A�rmation Code Version 2017 Application Status Approved Comments Archived C! Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Stephen Brooks , Address/Phone/Email 1900 SW 44th Avenue , Ocala,FL 34474 (352)368-69Z2 Ext255 sbrooks@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. ' Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifcations,Inc. Validated By Steven M.Urich,PE � Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1300 2004 Equivalence of Product Standards Certified By eL31 affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity pYes ONo ON/A https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt2ZOX6B2Y1 UoTl E... 1/9/2018 Florida Building Code Online Page 2 of 2 - . ' FL17822 R3 COC 6thEdFBC-FL17822.odf Product Approval Method Method 1 Option A - Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval Date Approved 09/10/2017 Summar of Products FL# Model,Number or Name Description 17822.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung,Non-Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ:No F�.�17822 R3 C CAC CAR 138-1350 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/17/2019 Design Pressure: +35/-35 Installation Instructions Other: Max.size 53 1/8"x 76", Fin,Flange,DP+/-35 PSF. FL17822 R3 II CWS-1099A(SH-610 NI DP35�pdf Glass complies with ASTM E1300-04. Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17822 R3 AE EvalRep CWS-1099A(SH-610. NI DP351.odf Created by Independent Third Party: Yes 17822.2 SH-610 Vinyl Single Hung, Non- Max.size 53 1/8"x 76",Fin,Flange, DP+/-35 PSF.Glass Impact complies with ASTM E1300-04. Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17822 R3 C CAC 138-1392CAR.odf Approved for use outside HVHZ:Yes FLi7822 R3 C CAC 138-1393CAR pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: t35/-35 06/17/2020 Other: Installation instructions FL17822 R3 II CWS-1099C.odf Verified By: Lucas Turner,PE FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL17822 R3 AE EvalReoort1099C odf Created by Independent Third Party: Yes Back Next Contact Us Z601 Blalr Gtone Road Tallahaacee FL 32394 phone:850-487-1824 The State of Florida Is an AA/EEO employer Coovriaht 2007-2013 State of Florida : Privacv Statement: Accessibllitv Statement Refund Statement Under Florlda law,emall addresses are publlc records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entlty.Instead,contact the office by phone or by traditional ma(I.If you have any questions,please conWct 850.487.1395.•Pursuant to Section 455.275(1),Florida Statutes,effec[ive October 1,2012,Ilcensees Iicensed under Chapter 455,F.S.must provide the Department with an emall address if they have one.The emails provlded may be used for offtcial communlotlon with the Ilcensee.However email addresses are publlc record.If you do not wish to supply a personal address,please provlde the Department wlth an emall address which can be made available[o the public.To determine if you are a Ilcensee under Chapter 455,F.S.,please click here Product Approval Accepts: � �� eChe�A � Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDqt2ZOX6B2Y1 UoTl E... 1/9/2018 SINGLE HUNG-NON-IMPACT GENERALNOTES: ///�qy��q(}� (SHOWNwlDIFFERENTOPTIONS) 1.THEPRODUCiSHOWNHEREWISOESIGNEDANDM/1NUFACR1Rm yy�Nppyysyy-IEps TOCOMPLYWIhiTHEFLORIDABURDMGCODE(FBC),CURRFNT 1900SWKTHAVE a EORION. OCALh FLOWDA34674 �B 2.GLAZING OPTIONS:(SFE SHEET2J �J�� 3ga� FtANGE WIDiH -{Jw7 A STANOARD WITH�'GLhSS �,�wcEH"°T" 5�, -uwresrnrioaaowini{•cvss 610 PVC ar �,+NcuNrrvnoni SINGLE HUNG MAX uNR WIDTH &CONFIGURATIONS:'O/X' 49� 4.D61GN Paessur�wmNG: NON-IMPACT .,,i. GLA55 DlA -NEGATNE DESIGN IAADS BASm ON,TESTED PRESSURE MID "d GlASS�LO A GUSS TABLES ASTM E-1300-01. �m� -POSRiVE DESIGN LOADS B/1Sm ON,TESTE�PRESSURE,WATER ��W WFILlRhT10NiE5TPRESSUREANDGLASSTABLES $o:o .ti9TM E-1300-01. / / 5.ANCHORAGE THE 33113%STRESS INCRElSE HAS NOT BEEN USEO aS w u57 m 734• 774• 3a� IN THE DESIGN OFTHIS PRODUCT.SEE SHEEfS&7 FORANCHOR � FUNGE F�NNGE GtAsS OLo DEfAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR p�J Z HFJGHT O HEIGFi� B O B WOODANCHORCALCULATONS. �3� � O y � - &NOTAPPROVm FOR IMPACT RESIS7ANCE.IMPACT PROTECTNE �� 0�W SVSTEM IS REQUIRm IN W WD BORNE DEBRIS REGION. i a F� N �a / 72•�,�p7� 7B' C 7.ALL FRAMES AND VINTS Fl1LLY VJELDEO.SMALL JOIM SEAM "' �U / HE1GM �� SEALANTUSEDATFIXEDMEETINGR/ULANDJAM9, p p t tn r W HEIGHT I e gSERIE5IMOOELDESIGNATIONSH�fO. S� � U m t O � 9.THE OESIGNAi10N XAND O STAND FOR 7HE FOLLON7NG: Z X �/ e X=OPFRABLE SASH,O=FlXED SASH `�`pNc��S TG�� 37�' /� q� 4 � ' 10.SELTION CALLOUT3 APPLY TO ALL ELEVATIONS IN A SIMILAR �4�� F;"Y'�� SaSH � GIASs OLO LOCATION. �v' No 58201 :A:. MEIGHT p / � 77,a7}7�q�yyEEPSLOT=1l4x1-72'LOCATEDSFROMBOTH `�f '�' '* ENDS. %9% STdTE OF :�: 3�� E A G` �,FS'.�O H.O�;p\C�'�: GlA55D10 � s p LucasA.Tumer ��S��NA�E�.�` 2016-08-05 3�ie' A 15:1404:00 Z� �.ux.snsx wiont aa� 815/2D16 cuss oio LUCAS A iURNER,P.E UNIT A nux.sn�vnoni t 9 neNunVE. NORTH PORT,R 34288 ' PH.941v'�-1574 UNIT H s�r oesauarw'c GENERALNOTESAND ELEVATIONS � TABLEOFCONTEHTS MAX.UNIT DESIGN PRESSURE IMPACT o �"�+ Y� �� GENERALNOTES3ELEVA710NS....,1 SIZE REINFORCEMENT RpnNG R,4TING �e oslz�ns GLAZINGOETAILS. ._. ._.._. .2 owcM Ev_ SECTION VIEWS_.._._.._.._._....-. ._3 53-1/8"x 76" 2115 +/-35 PSF NONE �yyS-�o99 C exrnusioNs a e.o.M.__._.._.._._.....a 37"x 72" 2009/2115 +/-35 PSF NONE SH�7 ANCHOR SCHEDULE 3 NOTES......5 s�uE: INSTALUTION OETAILS._.._.._._..67 1:15 1 OF 7 ��m�WINDOIM SYS7EM5 �soo sw aani nve. OC4LA,FLORIDA 3Cd74 i WVJW.CWS.CC b�� 'OVERALL �•OVERALL �`OVERALL �•nraN�o 1.7EMpcarn 610 PVC g �'ANNEALED �'TEMPEREO �'AIRSPACE �'qIRSPACE 3 AIqSPACE �AIRSPACE SINGLE HUNG NON-IMPACT �'ANNEALED �'lEMPEREO �s'ANNEALEO �'TEMPERm � ro h SIKAFLD(552 OR SIKAFLEX 551 OR SIKAFLEX 552 OR � PURFECT6LAg'M 26 SIXAFLEXS520R 26 pURFECTGLAZE't{' 26 pUFiFECTGIAZETi' r� m�r PURFECTGLPZERf' � � `o�o �'GLASS BfTE b GLA55 BfTE 8�OUSS BfTE �'GLASS BfTE m Y Y `t`�) N W W m �� __ _ _ O � Z y 3 � � p c m N �' w '°zw � � � � i a�i'�� 0 0— o ` �U a o �w �z O GLASS TYPE A GLASS 7YPE B GLASS NPE C GLASS TYPE D U m¢_ g}'nranEnLEo E'OVEHALL `JGPy,pNc,�S�rG�_�`/, .7. �'AIRSPACE No 592p1 :A� ANNEILED `*� * * �• %9� STATE OF .�� SKAFLEX 552 OR �^�':�'(�p tipF,G�2�•` NOTE:GLASSTYPEELIMITED ZB PURFEGTGLAZE'Fi' ','�'�ps�ONA�E�.�� TO 3T x 72'UNR SIZE e•cuss erte zz ---- 8/5/2016 LUCAS A.NRNER,P.E. FL PE#59201 1239 JABARA AVE � NORTH PORT�FL342BB PH.941J00-1574 SMEET DESCR�TIOK GLAZING DETAILS GLASS TYPE E oruwr+ar: o�� SJB 06127/16 OWG#: HEV: riW$-��99 ri su� SHEET �� 20F7 INTFRIOR �� 13or37 WINDOWSYSTEl75 �soo swam nve a u a s z ocw_qFl.owwaaa�a www.cwscc � 610 PVC o SINGLE HUNG ' NON-IMPACT o O � � (� m m n 9 efJ Qeoe N��r e �o�o 9 e io mYY secnoru e-e �w w m NOTE:LEFT SIOE SHOWS FIXED SECTION VIEYJ, ��J O RIGHTSIDE SHOWS SASH SECTION VIEW. p 3 , N � �p�� n n z a �C�_� II II y W c�a �I I wa�y , , � ir� s � �o � INTERIOR �_J WITHOUT 2115 REINFORCEMENT �m<Z 7 II �II SEE CHART PAGE 1 � � „q�uu wp�� i��iU n u ,'PN��W>��4 � WITH2115REINFORCEMENT �I �� I I .``Vp�;.•��cENSFG,p_�� SEE CHART PAGE 1 :�i �� r��4 No sazo, �v`�a� u u �I -*- * :*- e � ❑ — � ��i STATE OF .�b` i ip'.F �i l0�'•CORIQ?'Cj�2.� ° � � '��S�ONAI-Et�� I I I I �iu��u+� �I I 5 i r� 0 p [�� Z2 � II _ � 0 8/5/2016 � LUCASA TURNER,P.E. � �fi ao SECTION PD FL PE#58201 >> � � DEEPPOCF�TUNI-FRAME �y3g�qgq�q�, NORTH POIZi,FL 34288 3 2 PH.941�80-1574 P p s�er oesoaPr� g o SECTION VIEWS SECTIONMA SECTIONGC oru ev: w � ALTERNATE HD MEETING RAIL NOTES: SJB 06127/16 AND UNI-FRAME -FIN FRAMEAVAILABLE FOR B07}i UNI-FRAME owce AND STANDARD FRAME TYPES. ' -880 BALANCERS ANO�EEP POCF�T UNFFRAME CWS-1099 C (H-8193)REQUIRm FOR LAF2GER SASHES.(NOT scuE: SHEET NOTE:ITEMS NOTSHOWN FOR CLARITY:38-41 SHOWN IN SECTION B-B) 12 3 OF 7 REM PART OESCRIPiION MII7ERIAl VEND011 37l�8, 372' FRAMECORNERCONSTRUCTION (/Jq_...._�� 3 H�fi13S HfAtt OUTERFNUSE PVC AiN t T1lS(i 5 lSi(�t3N7 2 ti�S1257AM8S.QU14flFFlNl�E PVC ATN 3 WINLI(SWSYSiEMS 3 H�G12651LLOUTERfRAME PVC ATN 7 2 1900SW44THNVE. G 1 H•61825ASHSIOEFWL PVC A7N 11H�' �-_��8' OCPI-l+.FLORIOA34474 5 1i�63&6 SASHBOTTC1MRAtL PVC ATN 1NE 1riG �w'�$�� 6 Ei3137 FlXEOMEEiIt�GRAtt PUC ATN 39rib' � 3TtD' 7 H�6138SASNTOPWVL PVC ATN 0 p y4. CORNERWELD(ALL91DE5) �'�QPv'(y` 8 5-6141 GfAZINGBFA� PVC ATN 0 1:8 9 S�63A2 SASHSTOP PVC A7M I i, � ��t6, SINGLE HUIdG 7Q 5•61d3 SCRFFNARMTOR p`K A77,� t^- �' NON-IMPACZ 77 P3085 WSiF,Q10N0U38YiNYt AM68URY A5�' iz P-SU86 WSiP QIAN BIIleNNYL ana6euar pVC FRAME HEAD a JAMB p4C FRAME SIL4 IN7'EttLOCK ''° m u, 13 BNANGEfl3-CONSinNi'FORCENT562 CNDN'Ell. FI-fi125 H-b126 S2007 14 P-S342 SASHTIITtATdi NYION GLDWEIJ. `��W ��Q � 25 P-5343 PIVOTtARftIfR NnDN [ASDWELL 5p� 5t78• S&8' 3t4' a.-o 18 P�4146�8X3/A HIIFUR�kI�SMS � �� 7S1i6' .4:�0' _--l� �1__ 111810 FIXOUTE(3FIFtA�ME 0. � W W m N SGIEEWEOTOGETNER WITIi I) 39 A•30S&5`_TfiNGBWIX RUSBER iRANKtOWS t:8 0 � Z � �0 5-2�01 u�*tFntOc�rtnti .atiudl nsc�aa PYG GLAZiNG 8EA4 pyC SASN S7�P AVG SCREEN ADAPTOR � o N � 5-6141 y ]1 H•2115 REINF HDFMR AUN.1 KEYMMK $-6142 5��43 > � ro Z j 22 5•29P9 RflNFTOPPAIL ALLRvt ASCENO 21� 77/7G �117/1E z o � O� 23 P-5398 LOCICS NYIDN IAWRENCE 17718' 6 � 7 � o 'U�' 2A P.53E9%EEPEftS ��N �� A 25 P-5420 WEEPCOVER NYlDN M&M � � <�U 26 HDTM E L T S N N N E T R U S E A I 1 7/I i G i�/i�' 77I�' 7 H 6' 17/I16' p y 2 7 P-3305 WSfP.,.270%187,SOF?TOII[HFIN UL7FIPFAB L ��76� �� "� I f�,� "'� S � � 28 P•5425 wSiP.260X5&•x58'�UiTACUG ULTRASA9 .i— V�d Z 24 P-534o HatEPWG �N pVC StDE RAiI PVC SASN 67M RAIL PVC SASH FMR PVC SASHTOP RAit �spae�uq� ao SiLA55 SEESH�1'2 H-6132 H-6136 H-6137 H-613B ��PpIOIi�W�i� 31 Pd438 p8%2•1 PHILTRUSStek 57EE1 FlSTENAL �� EN�' G 32 P-32365CREFNFRAME ALUM FlA5U1EEN 9/1fi' {-73I1C�j �vV.'�•~` 5�•�'p�[�'� 33 P-0754 SfREEt7CCRNERICEY NYtON FihSCREEN � 1 = No 592di ;.'�S 34 P.322EStNEQtSPLiNE OAPA �*', * :i`� 35 P3�29 SCREENIIFfS SUMMIT 3fi P-3033 SCREENSPRINGS FIASOIEFN �� :p 5 STATE OF .�� 3T 9PUs10ElS3-CONSIAH�f4ACEAT880 REINFTOPRNL q��`�LpR1��(�.`r�:� 38 N•5157 NOFlXfOMEFS�NGRAiI F4C NSION S$Q69 S'•••••••,•••'•" EF 39 H�6193 U!ll-FftM1E.88091LLPNCERS PVC �ISIDN 'JhS��MA��I.� 40 5-G21fi UM-FAAMESILLPOIXETINSERT PVC NSIDN 37I78' 1tiMG 7� 41 5�6217 UM-FMMESCREENHETPINEfl PVC VISION •"i� � s tart�- �� snc—( 815120t6 21116• �� p��p � LUCASA.SURNER,P.E riifi• �� u�s^ 0 �y�fi' FL PE#58201 I uis• 1239JA6ARAAVE. 34+t6'�� ttc ..t� NORTt{PORT.Fl3A288 ¢ PVC Slll Pt7CKET INSERT RE3NF FID FMR ��'��'1�4 a g�2�g PVCHDFMR H-2775 s�Ero aria+: ° H-6757 6005MT5 �v 80M AND EXTRUSIONS eta'� r PVCFRAME L oH1WN : 6A � H-s�sa q/18• iH8• SJB oel2�»s '� owcx: a .. PVC 9GREEN REfA1NER CWS-1099 C LINfi TTEMS NOT USED: 5�62�? ' 25�2&90 NOTE:ALl EX'PRt3SiOh'S ARE ALUM.6083-T5 UNtESS OTktERWISE N07ED. � &NEET 12 4QF7 �� ANCMOR Q MIDSPAN 1900 SW MTHAVE EN�A7L(TVP.) 4'MJJC(rYF.) B'MAXO.C.(TYP.) OCALqRORI0A34174 WWW.CWSCC 6'FU1X(TVP.) SEENOTE2 ��h�(��) SEENOlE2 670 PVC � � SINGLE HUNG n�nz.'o.c. e• NON-IMPACT �L �o.� n O `"P�' O � �m�� m��o 7HftOUOMFRANE I � � ANLHORSRC319 m Y Y . !� I /� ��} LMGpWI y L1ffGRlUL OV R3i'W�D� �W W m N � / / Z� 3'(TYP.) 3'(n'PJ � 3� O o N 3'R1�7 �" w� nZW X � o o� X '` INS7P11A770N N a�� ANCHoaS(TYP.) �� 3 U 4 i 4 i s�=o U m�Z AtJCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-fFIN) �"`pN��1'fr 4 �Nos�uu+r�oas�auiaeo� ;Gpa..��GEIJSFG'Py4�. �.Ji' No 58207 �'�P� +� k e#' 9? STATE OF .�: NOTES: ••�� O�F��,O A lQ�'.`2`�G t.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACPIG SAME AS HEAO. ,,'�SSf�MA;E�G�` 2.SHIM AS RE�AT EACH INSTALUTION ANCHOR USING LOAD BFARING SHLNS.MAX.ALLOWABLE SHIM STACKTO BE 1/4' USE SHIMS WHERE SPACE GREA7ER THAN 1/16•IS PRESENT.LOA�BEARING SHIMS SHALL BE y,� CONSTRUCTED OF HIGH DENSIN PLASTIC OR BETIER.WOOD SHIMS ARE NOTALLOWED. /' 3.ANCHORNPE,SIZE,SPACINO AND EMBmMENT SHALL BEAS SPECIF�D IN THESE DRAWINGS,SEE TABLE 1,SHEEf 6. 8/5/2016 LUCAS A.TURNER P.E. 4.AU.INSiALlAT10N ANqiDRS MUST BE MADE OF OR PROTECTE�WfTH A CORROSION RESISTANT MHTERUL OR COATWG.DISSIMILAR tAEiALS OR A7ATERULLS IN CONTACT WITH PRESSURE TREATED WO00 MUST FL PE#58201 BE PROTECTED TO PRtVENT REACTION. ��9��A� NORTH PORT,FL 34288 � S.MSTALUITONANCHORSSH4LLBEINACCORDANCEWRHANCHORMAN�FACTURER'SWSTALLATONWSTRUCTIONS,ANDANCHORSSHALLNO7BEUSmINSU&STRATESNTTHSTRENGiHSLE5S7HANiHEMWIMUM PH.917v'BO-'1574 SPECIFlEDINTABLEI,SHEET6. s o vr 6.ANCHOR EMBmMENTTO SUBSTR/1TE SHALL BE BEYOND WALL DRESSING ORSTUCCO.FOR CONCREfElCMU OPENINGS,EMBmMENTSFUILL 9E BEYOND WOOD Bl1CK5,IF USED,INTO SUBSTRATE-7X 9UCKSARE ANCHOR SCHEDULE AND oPnoru� NOTES oruwHer: w� 7.A MINIMUM CENTER T0.CENTER SPACING SHALL BE MNNTAINED BETNEENALL FASTENERS:3'FOR MIISONRY,�'FOR YVOOD ANO MEfAL. SJ8 O6/27/i6 B.WOODORMASONRYOPENINGS,BUCKSAND6UCKFASTENERSSHALLBEPROPERLYDESIGNEOBYTMEARCHRECTORENGINEEROFFiECORDANOINSiAL1.EOTOTRANSFFRWINOLOADSTOTHESTRUC7URE ow . atV< SUBSTRATES SHALL MEEf iHE MINIMUM STRENGTH I�QUIREMEN75 AS SHOWN W TABLEI,SHEEf 6.CONCRETE AND MASONRY SUBSTRAlES MAY NOT BE CRACKED. CWS-1099 C 9.SEALJNGANDFLASHINGSTRATEGIESFOROVERALLWATERRESISTANCEOFINSTALLATIONSHALLBEDONEBYOiHERSFOLLOWWGTHECURREMVERSIONOFTHEREFERENCEDDCUMENTS: ��' SHEET FMNMMA100 NWINDOWS FMA/AAMA200FLANGEIMNDOWS FMMNOMA25 BO%WINOOWS FMA/AAMMNOMA3 EXiERIOR�OORS 125 SOF7 MIN.QABEOMENT SU05TRATE ll T(/]((a�//nJ�}f]'�/�/� TYPICALHEADANCFiORAGE SEETABLE7 9VOiHERS LYISt50L(Yl(Uuuv�I(y� SEETABLE 1 WINDOW SYSTEMS l��^I MIN.FDGE015T. U4'MHXSHIM MIN.mGE015T. SUBSTRATE SEE TABLE 7 � SEE TABLE 1 BV OTHFRS 190U SW 4lTH AVE SUB5fRATEeYOTHERS SEETABLE7 OCALqFLORIDA34474 1/4'MA%.SHIM WVJW.CWS.CC SEE TABLE 1 o MIN.EOGE 015T. SEE TABLE 7 PERIMEiERSEALFNT SEETAMBLEIMEM INSTALLATIONANCHOR � 610 PVC SIDETANOOUT 5�T''B�' SINGLE HUNG SEALANTBE}iWD �' � s�rE"'neB�M� NON-IMPACT FLANGEBYINSTALLER 7J4•MNCSHIM � � �� Qee �_Oe PEFtIMEiERSE1UWT N�m ili � PERIMEfER5Fi1LAM BYINSfALLEft ��'O BY NSTALLS2 INSIOEMID OUT INSICEAN�OUT IIJSTALLA710NANCHOR m Y Y E�j: SEAVWiBEHIND S�T�� N W W m FUINGE BV INSTALLER SENANT BEHPlD y INSTAUATIONANCFIOR �� FIN BY INSTALLER 0'' Z SEETABLE7 �n_�HORIZONTALSECTION �HOR20MAl5ECIlON 3� N 6 ryp�CALJAMBANCHDRAGE s 7YPICALFlNANCMORAGE �y w h HEADANOSILLSIMILARFORFININSTPLLA7IUY >a b Z W CAMINUOUS�BL1f4'BEADOFSEALANT NOTEADDITIONALTHRLLFRAMEANCHORS(AS �a Sa O� AROIINDPERIIAEfEReALLIN01G7E0 SHOWNPI�ET.Bld)REO➢ATMTGRAILFORUNI7 y� V' � POINTSBEfWEENFHAMEAND5l1BSTRATE w K BYINSTALLER N907HSOVER37',SEESHEET5ANCHORLAYOUT. ❑< 5 U �n N W � Z O SEAIRN�BEHIND V4•MA%.SHIM U m¢O Z FIANGE BV INS7ALLFA �7 P�y PN��w�rG�i PERIMETER SEALAM o�r:��c�rosF..�P,y. BY MSTALLER ��1 '•F� INSIOEANDOUT • No 59207 'yp� SUBSTAATEBVOTHERS *� 'k �*� SEETABLEI �yEq7�CALSECTION � 9�, STATE OF .�L: fi �yp��SLLANCHORAGE �i�T1R �,:�� NO SdL ANCHORS REOl11RED ��i�lnS•�O p�Q.�G�� '�oS�oNa��'��,N�r I � TABLEI:APPROVEDINSTALLATION FASTENERS O /Z FRAAIETYPESUB57RA7ETPE ANCHORiYPE MIN.EMBmMEN7MIN.EDGED157. � 8l5/2016 FIANGE CONCRETE(20 KSI MIN.) 3/16'ffW TAPCON 1• 1-118' Q LUCAS A.TURNER,P.E. FIANGE HOLLOW OR GROUi-FILLED CMU(117 PCF MW.j 3116`ffW TAPCON 1° 7' FL PE#58201 FLANGE CONCRETE(285 KSI MINJ 3H6'ELCO ULiRACON 7• �� RSEALANT 1239 JA6ARAAVE. eY INSTALLER NORTH PORT,FL 34288 FLANGE GROUT-F�LED CMU(AS7M G90) 3118"ELCO ULiRACON 1-114° 2-7/I' INSIOE AND OU7 pH.941.980-1574 3116°fiW TAPCON DQ HO(LIANTAI.SECTION FL4NGE 2XMIN.SOUiHERN PINE(G=0.5� 1-3/B" 7!B' 6 BOX FAPME INS7AWTION SnEEr o65caiafiat Oft ELCO ULTRACON SIMILAF2 FOR SILLM�JAMBS FOR BOX INSTALLATION FLANGE ?J(MIN.30UTHERNPINE(0=0.55j #fOWOOD9CREW 1-3le" 7/B" INSTALLATIONDETAILS 76 GAUGE(O.OfiO')MIN.STEEL SiUD #70-16 HILTI KWIKfLEXOR fiW FULL iHREAD FLANGE (33 K51 YIELD MINJ TEKS SELF-oRILLWG SCREW iHRU O.OfiO" �»6" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING 7HE FLANGE, oaavxu er: oa�: 118"ALUM.(6063'f5 MIN.)OR ,Y10 GRADE 5 SELF TAPPING/ FULL 7HREAD �TO AN�INCLUDING A BOX-FRAME APPLJCATION IS ACCEPTABLE PROVIOED: SJB 06127l76 FLANGE ��6"STEEL(33 K51 MIN.) ORIWNG SCREYV 1NRU 0.125' 7J16" -MIN.�l4'FILLET OF CONSTRUCTION-GR4�E ADHESIVE CAULK IS APPLIED owca: a _ FIN 2XMIN.SOU7HERN PINE(G-0.55) #10 WOOD SCRE4V 1-12' 112' INSIDEANO OUT,FULL PERIMETER,BY INSTALLER. CWS-1099 C -PRO�UCTANCHOR4GE IS IN ACCORDANCE WfTH RE�UIREMEMS AS sca.e: SHEET NOiE:U NI-FRAMEOP7IONSNOTSHOWN SHOWNFORFLANGEWINDOWS. 7:2 60F7 P MIN.EMBmMINT �j7n(�c�i/n� 114'MAXSNIN (StyN�(!ll/J WINDOW SYSIEMS 0 � 1900SW44THAVE �� 7'MIN.EDGEOIST. OGNI�FLORIDA36674 TPICALHEAOANCHORAGE ..J�e I NNJW.CWS.CC INSTALLATIONANCHOR 3/1B'ELCO ULIAACIXJ r rnu+.enaeoisr. n� 610 PVC D ' ' � �P �e o >� � �`e•�:e SINGLE HUNG SOLID CONCttETE °P ^D D �• °P � CON�PlUWS DBL t/4'BEAO OF •e SUesiaA7EBYO7HER5 D�p�pD p,�p•:o D D'p SEALANfAROl1NDPEwMEfEa ��n �n NON-IMPACT SEETABLEI,SHT6 - ATALLPl01CATEDPOPITSBERNEEN �W� sDs p Ps D D • 1HEFRAME/WDSUBSTi7A7EBYIN57ALLFR •ep.ep.D • '• e� �m�n PEAIMEfERSEALANi D'•�D D D' 1'lAN.EMBEDMINT .o $o�¢ BYWSTALLQ2 D� � I SEAIANTBEHWOFUNGE �� WSIDEANDOUi �� BYPISTAL�cR ,� m Y Y SEALANTBEHINDFLANGE �114'MN(SHIM PERIME7ERSEALANTBYIN5iALLEFi � SOLIDCANCRETE �/ W W m BV INSTALLER INSIDE AN�OUT SUBSTM7E BV O7HEAS � SEETABLEI,SHT6 p �J N �F1 HOR2qY�ALSECiIDN Z O T 7ypICALJAMBM'CHORAGE � o y fq INSTALLATIONANCHOR � ¢ '�Z�j 3IIEELCOULTRACON rz a O� CONi1NUW500L7p'EFADOFSENAM y O �� IViOUNOPER1MEfQ2�ALLIPIDIG7ID w � �U POP7T3 BEiWEEN 1HE FRAMEANO SUBSTRA7E < erwsru�rt S a�o 7/4'MA%.SHM 1'MIN.EMBEDMENT U m<Z SEAUUJT BEHIND FLANGE BYINSTALLER 1/d'YJIXSHUA O � `,��P��Ij�, PERIMEIERSEALANT p � �' � 6,..••••••••,,�(��i 9VINSTALLER 1'MIN.EOGE�IS�. �CENS .Q�i INSIDE AND OUT 1 D. D.'o p:D�p: � INSTAL1A710N ANCHOR ,�'y F•'•y� 916'ELCO UL7RI1CON �s��—� �J-'• No $3�01 �A� E%TERIOR FlNISX y oD o�D Do D •D e o 7'MIN E�GE DIST. �*; * :'k� BYO7HER5 s'D=D. Dp. O .� • I ^9: S T R 7 E O F :W� D.,:•�' '� ' DoD.o � n•' 'O�•.� �� souo coNca� e p .e P P p� �p , corrtwuous oai.va'eeno oF e� e %�•0�e.,<o p�OP,G�2�• SUBSTRAiEBYOTHQ25 ep �� D sD � SEAIAN�AROUNOPEWMe–f62 �iSS� �1 SEETABLEI.SM6 � p ATPLLNOICATEDPOWTSBEfWEEN Q ,�„�ONA�E�o` • THE FRAME AND SUBSfRAiE BY INSTALLER `� �� ' �,VQiTCALSECTION �e 7 TPIC4LSILLANCHORAGE NO SdLANCHORS REDIIIRED 8/5/2U76 LUCASA.TURNER,P.E SEAIANiB611NDFLANGE � SOLIDCONCJitRE �PE#58207 BYINSTALLER SUBSTRATEBY07MER5 ��9��A�• i SEEi�e�7,s�tie NORTHPORi,R34288 , PERIME7ERSEALAHT6YINSTALLER WOOOSUPPORTBYOiHERS PH.941-380-1574 INSIDE ANO OUT SMEE(OESCRIPfI�^L �,HORRONTALSECTION INSTALLATIONDETAILS POURED WALL 7 TYPICALJAMBANCHORAGE-WOOOSUPPORiS HEAOANDSILLSIMLLhR(NOSLLANGHORS) OMwNBM oA1E s�e osrz�iis OWG�: R � NOTE:INSiALLATION ON THIS SHEETARE FOR SOLID POUFED WALLS USED CWS1099 C SPECIFICALLY IN THE VILLAGES,FL OR FOR SIMILAR SOLID POUREO s�; SHEE� NOTE U NI-FRAME OPilONS NOT SHOWN � WALL INSTALLATIONS. 1:1 7 OF 7 _ Florida Building Code Online ' � Page 1 of 2 �� . � ,,..�,�, - _ ' � le��.:'. h'1!i ��i s • � 0 1 0 ' 0 1 _ ��'�� BCIS Home � Log In I User Registration � Hot Topics � Submit Surcharge � Statr&Factr � Publications � FBC S[aff � BCIS Site Map � Links � Search � Florida �� H:;�Product Approval �. � � � USER:Public User /.�:.�i c?i`v�'. � Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL161-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext221 amonteverde@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 ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE � Validation Checklist-Hardcopy Received Certificate of Independence FL161 R6 COI EvalReoort176F.odf Referenced Standard and Year(of Standard) Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2009 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtD qvyf4ngAXh 1045 cs... 1/3 0/2018 < < i Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 161.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert. Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R6 II CWS-176F.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 R6 AE EvalReoort176F.odf Rooms. Created by IndependentThird 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 R6 II CWS-242E.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 R6 AE EvalReoort242E.odf Rooms. Created by Independent Third Party Yes Back Next Contact Us 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer Coovriaht 2007-2013 State of Florida. Privacv Statement Accessibilib Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response[o a public-records reques[,do not send electronic mail to this enUry Instead,contact the office by phone or by t2ditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,Iicensees licensed under Chap[er 455,F.S.must provide the Department wi[h an email address if they have one.The emails provided may be used for o�cial communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: �� Ecr� � Credit Card Sa�e https://flori dabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD qvyf4ngAXh 1045 cs... 1/3 0/2018 GENERALNOTES: ' PRIME DOOR - NON-IMPACT �� (SOLID CORE) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED yy�NDOW SYSfEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:NONE-SOLID CORE WWW.CWS.CC 3.CONFIGURATIONS:OUTSWING,LEFT OR RIGHT HINGED. OVERA�IDTH 4.DESIGN PRESSURE RATING: �OOO ALUM. 36" -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE GUARDIAN DOOR UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER NON-IMPACT INFILTRATION TEST PRESSURE 35" DOOR CORE 5.ANCHORAGE:THE 33 1!3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT SEE SHEET 5 FOR ANCHOR ¢ ? 3 a Z� /� DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD � ❑w� ¢w p o ANCHOR CALCULATIONS. Z w�O �Z � Z�Z O� m 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE �'- i'¢"W�Z��_ z z2�¢�w�p �5�8„ SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION, p p F-p v Q=F� � HINGE(TYP.) 7 ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT � z��z F�� _ __ _ USED AT ALL FRAME JOINTS. ¢ �z��z�p LL Z • - - - - � ��O�H.F�— H �� 3��2" • - - - � - W O�W�O J�W B - ' ' " B g HINGE(TYP.) O W�-_-� W o�� . . . - 5 a F=- a ��nw. OVERALL HEIGHT ' - - - �p�uunr�� - - - • � • ,,��PNORE1�y�ii�i 60" �UCBS �GP�'•�.�GEIJS�G�Q�y, UNIT 5 vz„ Turner HEIGHT — • , - ��: No 56201 �:9% 2017-09-25 =*' * `-*= � 16�09+20�00 �9� BTATE OF •�U: . . . . �'.�~'c�'FL o a t�P��2�.J OOR . , _ _ �,��SS+ONA,1��0��. CORE • • • • - 1 y - - - - - f—� - - - 9/15/2017 LUCAS A.TURNER,P.E. FL PE#56201 1239 JABARA AVE. NORTH PORT,FL 34288 A PH.941-380-1574 5 A SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BV' DATE: GENERAL NOTES&ELEVATIONS. 1 AAJ 03/13/09 SECTIONVIEWS. .........2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWGtt. REV. BOM&EXTRUSIONS. .3 ... ANCHOR SCHEDULE 8.NOTES. ::5 37-1/4��X H�� +/-40 PSF NONE SCALE: _242 SHEET INSTALLATION DETAILS. ........ �'15 1 OF 5 � - l�s(�(��uu�� WINDOW SYSTEMS 15 �2 1900 SW 44TH AVE. OCALA,FLORIDA 34474 8 WW W.CWS.CC 1 13 INTERIOR a 1000 ALUM. 3a 35 ' � GUARDIAN DOOR s� NON-IMPACT 3 � 14 Q z 3 ¢Z� ' ' � H OWD aWp��O - - 3 14 28 19 w zOz �� 19 o Qtn3}O��m 29 10 3 � i-w zl-3�= - z z2�¢cLW�p O Ou�iO�jaru�id Z SECTIONVIEWB-B z p��Z�� a r��g�O�Z > ¢�OW-20- Z INTERIOR ~ ��v}iow�w � z�a o�u�r- p� u'i-o� w3w� a � a � � `��+��P�.10R�11��T i��i `��Q,`?_��C E iJ g�G�Qtiy� �J.' No 56201 �•�1�t. �#� �, :i.- �O: STATE OF :��= %�E`'�l o a�oP•'��'•• 19 ,'�O S�ONp;��;•�`,` z� 9/15/2017 �6 � LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 5 NORTH PORT,FL 34286 PH.941-380-1574 SHEET DESCRIPTION 23 SECTION VIEWS 6 (1193) THRESHOLD DESCRIPTION MAX.POS.DP ALT THRESHOLD(1186) ALT THRESHOLD(1126) 1126 BUMPER THRESHOLD NONE DRAWN BV' DATE: SECTION VIEW A-A 1186 STANDARD 7HRESHOLD +40 AAJ 03/13/09 1193 SADDLE THRESHOLD NONE DWG#: REV.' ITEMS NOT SHOWN FOR CLARITY' NOTE.INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED CWS-242 E 9,11,17-19,24-26,31,36 WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. scA�E: SHEET 1�2 20F5 I PARTS LIST �-�� ITEM PART#DESCRIPTION VENDOR MATERIAL 25/8" 36 �rty{j�n�yn+� /,�/,( 1 S-1377 HEAD,Z BAR,OUTSWING KEYMARK ALUM av(!(l/iu[i�t ri�i`� 3 S-1374 JAMB,ZBAR,OUTSWING KEYMARK ALUM WII�lDOW SYSTEMS Ily/I 5 S-1186 THRESHOLD KEYMARK ALUM 2 � 9 1900 SW 44TH AVE. 6 S-1193 SADDLE 7HRESHOLD KEYMARK ALUM OCALA,FLORIDA 34474 W W W.CWS.CC 7 S-1126 BUMPERTHRESHOLD KEYMARK ALUM 8 H-1001 DOOR CORE KEYMARK ALUM 9 S-1002 CORNER KEY KEYMARK ALUM 1000 . 10 P-3D08 HINGES IDEAL SS 118" 8 OUTER FRAME 11 P-3376 POP RIVET HUB SS ASSEMBLY GUARDIAN DOOR 12 P-3280 DEADBOLT-3127-A-Q DELANEY SS 6 1/16" 4 1/4" NON-IMPACT 13 P-3280 LOCKSET-3127-A-Q DELANEY SS 11 14 P-3302 WSTP,.330 x 187 FIN,BLACK SOFTTOUCH ULTRAFAB Q Z 3 a Z� 15 P-3310 WSTP,.350 x 187 BULB VINYL UL7RAFAB F o w p cn w o p 16 P-3224 WSTP.,11-IRESHOLD VINYL 7EAM PLASTICS z w�❑ 17 P-3087 GASKET,DOOR KNOB PRATT IND. FOAM 1��6 Q Z 0 Z O�Z_~ ¢ �>- �m /� z z=�¢�W�p 18 P-3204 GASKET,DEADBOLT HO PRODUCTS FOAM `' o O r o�j¢_�� 19 P-3584 FOAM CORE ELITE DOOR CORE-H-1001 U U�F ar�a 23 P-3214 BUGSWEEP �z 24 P-3539 8 x 3/4,QUAD PAN TEK FASTEC STEEL PANEL FRAME z �C7 v�Z o�� CORNER KEY-S-1002 ¢ t=Z��p Z 25 P-3329 FOAM BLOCK,DOOR KNOB IMPERIAL FOAM ASSEMBLY } ¢��w—x O_ 26 P�350 FOAM BLOCK,FILLER METALS USA Q ��}j�O� 28 P-3369 CYLINDER,DOOR PLUNGER YALE SS � Z�w�p w�� 29 P-3370 CYLINDER,DEAD BOLT YALE SS 31 P-3531 8 x 3/8 PHIL FLAT SMS FASTEC SS O w�� w� 32 P-3214 BUGSWEEP 7EAM PLASTICS PLASTIC _ a F � 33 S-1300 ADJUSTABLE SWEEP KEYMARK ALUM �p 3/g^ �`2 3�8 p 5/g�� unm�► 34 P-3367 DOOR STRIKE YALE SS —�" �� •��pOREK.�� 35 P-3366 DEADBOLTSTRIKE YALE SS � 3/4" —"I ��s° � ,��5 P,,......., TG p� 3/4" 1/16" `JVP;�\GEIJSF•.;Pyc�i 36 P-3612 6 x 1-1/4 QUAD PAN W/1/4"LEAD FASTEC STEEL � �3/16" � 1 11�l16" �� 11�6 1 3/16" �� No 58201 �:1�C 37 P-3776 BACKER PLATE ALCOA ALUM � 3 � 33 �*; * �*: LINE ITEMS NOT USED: �ro' ;aE 2,4,20-22,27,30 ADJUSTABLE SWEEP S-13D0 %9=, STA7E oF .�r� OUTSWING HEAD S-1377 OUTSWING JAMB S-1374 'O•. �� -'�C��=.t o A 1Q p'�\a.° 2 15l16" ',��SS+�tVA�E�C?,, � 3 7/16" �3 3/8" 5 �� 1 1/2" 7/8" 7 13/16" 6 L 1/16" �— L 9/15/2017 ��16�� LUCAS A.TURNER,P.E. STANDARD THRESHOLD S-1186 BUMPER THRESHOLD S-1126 SADDLE THRESHOLD S-1193 FL PE#56201 1239 JABARA AVE. NORTH PORT,FL 34286 PH.941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS I THRESHOLD DESCRIPTION MAX.POS.DP oRnwNer onTE: , 1126 BUMPERTHRESHOLD NONE 1186 STANDARD THRESHOLD +40 �� 03/13/09 i 1193 SADDLETHRESHOLD NONE owca: Rev CWS-242 E NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED NOTE.INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED scn�e: SHEET WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. �.2 3 OF 5 12 3/4" MAX O.C.(TYP.) ��'� 6" MAX.(TYP.)� WII�lDOW SYSTEMS SEE NOTE 2 1900 SW 44TH AVE. 6" MAX.(7YP.) OCALA,FLORIDA 34474 W W W.CWS.CC INSTALLATION - - • ANCHOR(TYP.) . . . 1000 ALUM. GUARDIAN DOOR n„ - - NON-IMPACT MAX.O.C. - - - Q z � ¢Z� P. O INSTALL TWO#8 ANCHORS THRU w z p z �� STRIKE PLATE AND DEADBOLT STRIKE � ¢��>-��m PLATE INTO SUBSTRATE(TYP.) z z=�¢��_ INSTALL ONE#B ANCHOR THRU o O�O�¢�� EACH HINGE INTO SUBSTRATE(7YP.) " ' ' �z o z- -?F�cn ' ' ' Z OU` VUj 7U— a r?LLg�O�Z - - - � ¢�¢OyWFF�- ' ¢ O�pF-}�� - - - - w ��w<no��nw - - - p wH� a��} n�. �3Wu' a �' a ��,,,`�,P'',G E Nh',TG'��i: ANCHOR LAYOUT `GP;•�� SF �Ay� ��t No 582D1 ��•�1�C � "M' ,tr ��'- '9O: STATE OF ;��= �+.\c�`��l o R t 0 P✓��.:• NOTES: ,,'�SS+�NA i��`,, 1 INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING Z� SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 9/15/2017 LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#56201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574 THE MINIMUM SPECIFIED IN TABLE 1,SHEET 5. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONTRY,1"FOR WOOD AND METAL. DRAWNBY' DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE �J 03/13/09 STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED DWG#. REV. 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-242 E FMA/AAMA 100(FIN WINDOWS),FMAlAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAlWDMA 300(EXTERIOR DOORS) scA�E: SHEET 1:20 4 OF 5 � TYPICAL HEAD ANCHORAGE ��•� MIN.EMBEDMENT WINDOW SYSfEMS SEE TABLE 1 MIN.EDGE DIST 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 VWV W.CWS.CC SUBSTRATE BY OTHERS INTERIOR 1/4" MAX.SHIM SEE TABLE 1 PERIMETER SEALANT HINGE/STRIKEPLATE HINGE/STRIKEPLATE �OOO ALUM. BY INSTALLER MIN.EDGE DIST. MIN.EMBEDME�IT MIN.EDGE DISTANCE GUARDIAN DOOR SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 SEE TABLE t NON-IMPACT MIN.EMBEDMENT Q Z 3 ¢Z� SEALANT BEHIND � FLANGE BY INSTALLER 1/4" MAX.SHIM HINGE/STRIKE PLATE SCREW SEE TABLE 1 � p W p Q w o W SEETABLEI w zOz �� o r-w3zo��x � 0 0�0�¢=0� INTERIOR INSTALLATION ANCHOR SUBSTRATE BY OTHERS U U�t-Z n.��a SEETABLEI SEETABLEI Z zo-�-zjv� SEALANT BEHIND PERIMETER SEALANT a r��p o u-Z FLANGE BY INSTALLER BY INSTALLER Q ��O�F.F�- �U—Z� INSTALLATION ANCHOR � HORIZONTAL SECTION � Z��p W�� SEE TABLE 1 SEAL OR SET IN 5 TYPICAL JAMB ANCHORAGE 0 W�� a�� C O N C R E T E O R M A S O N R Y a i=. a �� PERIMETER SEALANT � BY INSTALLER a � ��t�u�li�� a o a MIN.EMBEDMENT `��P9,�NG'E��rG,Qy� SUBSTRATE BY OTHERS a o SEE TABLEI SEE TABLE 1 � ��:� No 58201 ':�� MIN.EDGE DIST. -f+-�i ^ C9� STATE OF ,�<u: SEE TABLE 1 ��' •�` '%.;ccs�1 o p,�p..p\a�. �NPICAL SILL ANCHORAGE ��4S10NA;�N��, z� 9/15/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 TABLE 1:APPROVED INSTALLATION FASTENERS SHEET DESCRIPTION: SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. CONCREIE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/6" INSTALLATION DETAILS CONCREIE(2.85 KSI MIN.) 3/16"ELCO ULlRACON 1" 1" �RAWNBY' DATE: 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 1/2" AAJ 03/13/09 0.045"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL lHREAD 0.045"S7EEL(33 KSI MIN.) DRILLING SCREW T}iRU 0.045" ��2 DWGp: REV: CWS-242 E HINGE AND S7RIKE PLATE ANCHORS pg y�/OOD SCREW 13/8" 7!8" SCALE: 2XMIN.SOUINERN PINE(G=0.55) SHEET 1�2 50F5 rlorida Building Code Online � �� Pa e 1 of 2 g �� - � :. ' � e . ' o a � �, - �. ��(':'�, : ' � BCIS Home � Log In I User Reglstratlon � Hot Tapics � Submit Surcharge � Statr&Fac[s ` Publicadons � FBC Staff � BCIS Site Map � Lfnks I Search I Florida - t� ", Product Approval `�� m USER:Publlc User 1u.wr:titcy�tynl produc[Aoorovai Menu>Produ�t or Aoollcatlon Search>Aooiication List>App1(cation Detail � FL# FL12500-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Norandex Buiidfng Materials Distribution Address/Phone/Email 300 Executive Parkway West Suite 100 Hudson,OH 44236 (517)780-3185 - NeiI.J.Sexton@saint-gobain.com Authorized Signature Neil Sexton NeiI.J.Sexton@saint-gobain.com Technical Representative Neii].Sexton,AIA Address/Phone/Email 803 eelden Road Suite 210 ]ackson,MI 49203 (517)780-3185 NeiI.J.Sexton@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florfda Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurence Entity Architectural Testing,Inc. Quality Assurance Contract Expfretion Date 12/31/2018 Validated By John W. Knezevich,PE � Validation Checkl(st-Hardcopy Received Certificate of Independence FL12500 R3 COI 2017 01 COI Nieminen pdf Referenced Standard and Year(of Standard) Standard Year ' ASTM D3679 2011 I Equivalence of Product Standards Certified By Sections from the Code II https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvG4Aty8UaHdEplSz... 1/9/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summar of Products FL# Model,Number or Name Description 12500.1 Norandex Vinyl Siding Systems Vinyl Siding Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL12500 R3 II 2017 09 FINAL ER NORANDEX SIDING FL12500- Approved for use outside HVHZ:Yes R3.odf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure:+N/A/-152 Created by Independent Third Party: Yes Other: 1.)The DP noted in this application Evaluation Reports pertains to one particualr siding system.Refer to FL12500 R3 AE 2017 09 FINAL ER NORANDEX SIDING FL12500- ER Appendix for all systems and design pressures, R3Todf 2.)Refer to ER Section 5 for Llmits of Use. Created by Independent Third Party: Yes Bacic Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer Coovrioht 2007-2013 State of Florida. :Privacv Sta[ement::Accessibilitv Statement::Refund Statement Under Florida law,emall addresses are publfc records.If you do not wan[your e-mall address released in response to a public-records request,do not send electronlc mail to[his entity.Instead,contact the office by phone or by tradltional mail.If you have any questions,please contact 850.487.1395.*Pursuant to , Section 455.275(1),Florida Statutes,effective October 1,2012,Ilcensees Ilcensed under Chapter 455,F.S.must provide the Depar[ment with an email address if they have one.The emails provided may be used for o�cial communication with the licensee.However emall addresses are public record.If you do not wish to supply a personal address,please provlde the Department with an email address which can he made available[o the public.To determine ff you are a Iicensee under Chapter 455,F.S.,please click ere Product Approval Accepts: / � � � eChecY. � Credit Card Safe https://floridabuildin�.or�/pr/pr app dtl.aspx?param=wGEVXQwtDqvG4Aty8UaHdEplSz... 1/9/2018 EXTERIOR RESEARCH &DESIGN, LLC. Certificate of Autho�ization#9503 � ��I�I� E�� 353 Christian Str.eet Oxford, CT 06478 (203) 262-9245 EVALUATION REPORT Norandex Building Materials Distribution Evaluation Report C13820.04.09-1-R3 300 Executive Parkway West, Suite 100 FL12500-R3 Hudson, OH 44236 Date of Issuance:04/28/2009 (517) 780-3185 Revision 3:09/26/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Norandex Vinyl Siding Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and the minimum provisions of FBC 1404.9. CoruriNUE�ConnPuanlce: This Evaluation Report is valid until such time as the named product(s) changes,the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. A�vERTtsenneNr: The Evaluation Report number preceded by the words "Trinity � ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall 6e available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 2-page Appendix. Prepared by: ,��;,�,«��,�n,,, -- ,�4PS�:.��;`��'s�,°e,,, �.`^�:•�?G.,- �, . ��, �C::.�. • !a� \0=5?1�99�r ;�%, ` �:' 72:C ,J , S±n� -�.'f*�. .� ,,'��.'``�,i4;:r`�`,4� Robert J.M. Nieminen, P.E. ti:�;,,�io;�a�`�t�� FloridoRe istrationNo.59166,FloridaDCAANE1983 �"�"��"" ThefacsimllesealappearingwasauthorizedbyRobertNiem(nen, g �P.E.on 09/26/2017 This does not serve as an electronically sfgned document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research&Design, LLC.d/b/a Trinity � ERD does not have, nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity � ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E, does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. �� .�1 , ; °` �f RI(�lll1� ER� � PANEL WALLS-SIDING EVALUATION: 1. SCOPE: ' Product Category: Panel Walls ', Sub-Category: Siding ', Compliance Statement: Norandex Vinyl Siding Systems, as produced by Norandex Building Materials Distribution, have demonstrated compliance with the following sections of the 6ih Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1404.9,1405.14 5pecification ASTM D3679 2011 3. REFERENCES: Entitv Examination Reference Date ATI (TST1558) ASTM D5206 01-30062.04 08/19/1997 ATI (TST1558) ASTM D5206 01-30062.05 09/17/1997 ATI(TST1558) ASTM D5206 01-37057.01 03/29/2000 ATI (TST1558) ASTM D5206 01-37056.01 04/14/2000 ATI (TST1558) ASTM D5206 01-40543.01 02/18/2002 ATI (TST1558) ASTM D5206 01-40544.01 02/18/2002 ATI(TST1558) ASTM D5206 01-45281.01 05/23/2003 ATI (TST1558) ASTM D5206 01-45281.02 05/23/2003 ATI (TST1558) ASTM D5206 01-46066.02 07/OS/2003 ATI(TST1558) ASTM D5206 01-46496.01 08/26/2003 ATI(TST1558) ASTM D5206 52861.01-122-40 08/25/2004 ATI(TST1558) ASTM D5206 54951.02-122-40 05/05/2005 ATI(TST1558) ASTM D5206 54951.01-122-40 05/06/2005 ATI(TST1558) ASTM D3679 VSI Certification Current RADCO(T5T1987) ASTM D5206 RAD-2037 06/01/1998 RADCO(TST1987} ASTM D3679 RAD-2366 11/01/1999 RADCO(TST1987) ASTM D5206 RAD-1368 06/01/1993 RADCO(TST1987) ASTM D5206 RAD-1614 OS/01/1995 RADCO(TST1987) ASTM D5206 RAD-1658 02/01/1996 RADCO(TST1987) ASTM D5206 RAD-1723 06/01/1996 RADCO(TST1987) ASTM D5206 RAD-1830 03/01/1997 RADCO(TST1987) ASTM D5206 RAD-1909 OS/01/1997 RADCO(TST1987) ASTM D5206 RAD-2037 05/01/1998 RADCO(TST1987) ASTM D5206 RAD-2095 09/01/1998 RADCO(TST1987) ASTM D5206 RAD-2136 12/01/1998 RADCO(TST1987) ASTM D5206 RAD-2147 01/01/1999 RADCO(TST1987) ASTM D5206 RAD-2136A 02/01/1999 RADCO(TST1987) ASTM D5206 RAD-2251 05/01/1999 RADCO(TST1987) ASTM D5206 RAD-2262 06/01/1999 RADCO(TST1987) ASTM D5206 RAD-2366 11/01/1999 RADCO(TST1987) ASTM D5206 RAD-2660 11/01/2000 RADCO(TST1987) ASTM D5206 RAD-3041 05/01/2002 ATI (QUA 1844) Quality Control Qq Participation Letter Exp.12/31/2018 Exterior Research and Design,LLC. Evaluation Report C13820.D4.09-1-R3 Certificate ofAu[Borizatian q9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-R3 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 2 of 4 , , • � ��I�� 4. PRODUCT DESCRIPTION: This Evaluation Report covers Norandex Vinyl Siding Systems in a variety of profiles and surface textures/ colors. This evaluation is limited to the specific product trade names referenced in this report subject to the Installation Requirements and Limitations/Conditions of Use herein. Brand Product Profiles Thickness American Classic American Classic Insulated Siding System D4,DSDL,D6 0.044" ' Cambridge Beaded 6.5 Beaded 0.048" Finish Works Board&Batten 0.044" Generations Thermal Core Siding D4,DSDL,D6 0.044" Great Barrier D4,D5DL 0.044" Polar Wall Plus! D4,DSDL,D6 0.044" Norandex Sagebrush D4,DSDL 0.050" Shenendoah 6.5 Semi-Beaded 0.048" Shenendoah T3 0.040" Sterling D4,D5,DSDL 0.044" Summit Manor D4,D4.5,D4.5DL 0.040" Woodsman Select D4,D4DL,D5,D5DL 0.042" ' S. LIMITATIONS: � 51 This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used , for permitting or design guidance unless retained specifically for that purpose. 5.2 This evaluation report is not for use in FBC HVHZ jurisdictions. 5.3 Refer to FBC 1405.14 for prescriptively permitted installations based on the wind speed (Vasd�,Wall-height and Exposure for the project and its location. For installations and/or locations exceeding the prescriptively allowable installations, limitations relating to design wind pressure resistance are outlined in Appendix 1. 5.3.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of project-specific design wind pressures. The MDP for the selected installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 5.3.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6(Pasa)for allowable loads. 5.3.3 Use of Appendix 1 is limited to siding installations with sheathing on enclosed buildings (GCP;_±0.18), na load combinations (Kd = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (KZt=1.0) at the stated maximum height. Analysis for buildings falling outside these constraints shall be on a project-by-project basis by a Florida Registered P.E. 5.3.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to"NO" indicates additional testing is required. 5.3.5 The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 10% of the least � ;; horizontal plan-view dimension or 40% of the ' mean roof height, whichever is smaller, but not _ �s � less than either 4% of the least horizontal plan- d 8 4 a view dimension or 3 feet, as outlined in Figure Q � � � � 30.4-1 of ASCE 7-10. 5 5 I � � I _._ _. .,._ ._..._ ---..,_� ._._.� _.�_,�.. � Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certi�cate ojAuthorizationit9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-R3 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:D9/26/2017 Page 3 of 4 �4 �} - . � `�.,'�,f ' � TRIia1I-f1��E�� 5.4 For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.5 All products in the wall assembly shall have QA audit in accordance with the F.A.C. Rule 61G20-3. 6. I NSTALLATI O N: 6.1 Norandex Vinyl Siding Systems shall be installed in accordance with ASTM D 4756'and recommendations of the Vinyl Siding Institute'�,subject to the Limitations/Conditions of Use noted in section 5. 6.1.1 Unless otherwise noted, fasteners for vinyl siding are limited to min. 1%z" long (min. 3/-inch penetration) x 0.125"shank diameter x minimum 3/8" head diameter galvanized roofing nails. 6.1.2 Unless otherwise noted nails shall engage the stud framing members. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Claremont, NC 9. QUALITY ASSURANCE ENTITY: Architectural Testing(QUA1844);(717)764-7700;www.archtest.com/vsi -THE TWO(2J-PAGES TNAT FOLLOW FORM PART OF THIS EVALUATION REPORT- 'D4756-15,Standard Practice for Installation of Rigid Poly(Vinyl Chloride)(PVCJ Siding and Soffit, �O ASTM. °Complete information on the Vinyl Siding Institute can be found at www.vinvisidin�.ora. Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate ofAuthorization t19503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-R3 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 ', Page 4 of 4 � - , . � � ;DITION(2017);FLORIDA WIND ZONE COMP,LIANCE WORKSHEET,Height(h)<30 ft,GCpi=+0.18,Kd=1,Kzt=1 - FBC 5ection 1609 Wind Speed-V„i�(mph)3-second gust � Design � �, � c NailEngage Pressure 110 120 130 140 150 160 170 180 190 200 X r.°i sf W OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Zone4 Studs 152 OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK B EndZone OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK OK D 5 OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Zone 4 studs 111 OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK g EndZone OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK NO D 5 OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Zone4 Studs g5 OK OK OK OK OK OK OK OK OK NO D OK OK OK OK OK OK OK OK OK OK B EndZone OK OK OK OK OK OK OK OK NO NO C OK OK � OK OK OK OK OK NO NO NO D 5 OK OK OK OK OK OK OK OK OK OK B Interior OSB, OK OK OK OK OK OK OK NO NO NO C Zone4 Plywood 56 OK OK OK OK OK NO NO NO NO NO D and/or Studs OK OK OK OK OK OK OK OK NO NO B End Zone OK OK OK OK OK NO NO NO NO NO C OK OK OK OK NO NO NO NO NO NO D 5 OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Zone4 Studs 152 OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK B EndZone OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK OK D 5 OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Zone4 Studs 111 OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK B EndZone OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK NO D S OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Zone4 Studs 152 OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK B EndZone OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK OK D S ER C13820.04.09-1-R3 Norandex-FL12500-R3 NORANDEX;(517)7803185 09/26/2017 ' Appendix 1,Page 1 of 2 I DITION.:(2017}FLORIDA,WIND ZONE COMPLIANCE WORKSHEET,Height(h)<30�ft,GCpi=+0.18,.Kd=1,Kzt=1 FBC Section 1609 Wind Speed-V„�t(mph)3-second gust v Design y � NailEngage Pressure 110 120 130 140 150 160 170 180 190 200 X r° Sf W OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Zone4 Studs g02 OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK B EndZone OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK NO D 5 OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK NO C i Studs 74 OK OK OK OK OK OK OK NO NO NO D Zone4 OK OK OK OK OK OK OK OK OK OK B EndZone OK OK OK OK OK OK OK NO NO NO C OK OK OK OK OK OK NO NO NO NO D 5 OK OK OK OK OK OK OK NO NO NO B Interior OK OK OK OK NO NO NO NO NO NO C Zone4 Studs 41 OK OK OK NO NO NO NO NO NO NO D OK OK OK OK OK NO NO NO NO - NO B End Zone OK OK OK NO NO NO NO NO NO NO C OK OK NO NO NO NO NO NO NO NO D 5 OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK NO � Zone4 Plywood �Z OK OK OK OK OK OK OK NO NO NO D and/orStuds OK OK OK OK OK OK OK OK OK OK B OK OK OK OK OK OK OK NO NO NO � EndZone OK OK OK OK OK NO NO ' NO NO NO D 5 I OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK NO C Studs 74 OK OK OK OK OK OK OK NO NO NO D Zone4 OK OK OK OK OK OK OK OK OK OK B EndZone , OK OK OK OK OK OK OK NO NO NO C ' OK OK OK OK OK OK NO ' NO NO NO D 5 OK OK OK OK OK OK OK NO Nb NO B Interior OK OK OK OK NO NO NO NO NO' NO C Zone 4 Studs qg OK OK OK NO NO NO NO NO 'NO NO D OK OK OK OK OK " NO' NO NO NO NO B End Zone OK OK OK NO NO NO NO ' NO NO NO C OK OK ND NO NO NO NO NO NO NO D 5 OK OK OK OK OK OK OK OK OK OK B Interior , OK OK OK OK OK OK OK OK OK NO C Zone4 Plywood �Z OK OK OK OK OK OK OK NO NO NO D and/or Studs OK OK OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK NO NO NO C OK OK OK OK OK NO NO NO NO NO D 5 ER C13820.04.09-1-R3 Norendex-FL32500-R3 NORANDEX;(517)780-3185 09/26/2017 Appendix 1,Page 2 of 2 f _, ,,Florida Building Code Online �1,c,�,�l`�ts� Page 1 of 2 �'!'I � lf . : . ° o - o ' - e e - �i��' -- _ - BCIS Home � Log In � User RegistraUon � Hot Topics � Submit Surcharge � Stats&Facts ` Publiptions � FBC Staff E BCIS Site Map � Lfnks I Search � Florida ` "=�;� Product Approval C3 � .� � USER:Public User G•r✓:c-r.c c.�+�� . r:se:s.c.:.to+ Produc[Aooroval Menu>Product ar Aooitcation Search>Aonlication Lfst>Appiication Detail ' FL# FL153-R6 ��.-� Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived ❑ Product ManuFacturer Custom Window Systems Inc. Address/Phone/Emaii 1900 SW 44th Avenue Ocala,FL 34474 (35Z)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pfne kpine@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-69Z2 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 Flor(da Professional Engineer - ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Quality Assurence Contract Expiretion Date 07/21/2020 Validated By Steven M.Urich,PE ❑ Validation Checklist-Hardcopy Received Certificate of Independence FL153 R6 COI EvalReo CWS-171E!HS-56001.odf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/101/IS2/A440-OS 2005 ASTM E1300-04 2004 Equivalence of Product Standards Certified By Sections from the Code httos://floridabuildin�.or�/nr/nr ann dtl.asnx?naram=wGEVXOwtDatH8572avdWIOAbV._. l/30/201 R Florida Building Code Online Page 2 of 2 , DI affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity QYes C7No GN/A FL153 R6 COC 6thEdFBC-FL153.odf Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval Date Approved 09/10/2017 Summar of Products I FL# Model,Number or Name Description 153.1 5600 XX Horizontal Sliding Window 5600 XX Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL153 R6 II CWS-171E(HS-56001.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:5600 Horizontal Sliding Window(previously known FL153 R6 AE EvalReo CWS-171E(HS-5600).odf as HS-6200) HS-C35 7zx72. Glass conforms to ASTM Created by Independent Third Party:Yes E1300-04. Back Next Contad Us 2601 Blalr Stone Road.Tallahassee FL 32399 Phone�850-487-1824 The State of Florida is an AA/EEO employer Coovrioht 2007-2013 State of Florida.::Privacv Statement::AccessibiliN Statement Refund Statement Under Florida law,email addresses are public 2cords.If you do not want your e-mail address released in response to a public-records request,do not send ele4ronic mail to[his entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effedive October 1,2012,Iicensees licensed under Chapter 455,F.S.must provide the Department with an ema(I address if they have one.The emails provided may be used for official communicafion with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here Product Approval Accepts: „s�• � Q ecr � Credit Card Safe h s://floridabuildin .or / r/ r a dtl.as x? aram=wGEVX wtD tH8572 vdWI AbV... 1/30/2018 � g g p p _ pP_ P P Q q q Q GENERAL NOTES: HORIZONTAL SLIDER - NON-IMPACT 1.THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTUREDTO W�N��Msf((y`^� COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. �W�� 19D0 SW 44TH AVE. 2.GLAZING OPTIONS:(SEE SHEET 2) OCALA,FLORIDA 34474 WWW.CWS.CC , 3.CONFIGURATIONS:"XX°. 72" MAX UNIT WIDTH 4.DESIGN PRESSURE RATING: JrsOO ALUM. 32° 35 3/4" MAX. TAB ES ASTMSE-C�13000�ADS BASED ON TESTED PRESSURE AND GLASS HORZ.SLIDER XX GLASS DLO PANEL WIDTH -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER NON-IMPACT A INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN in v c� ,- co THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION o o a � o IW- I DETAILS. 0 0 0 � 0 0 72 -- -- - -- 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE MAX SYSTEM IS REOUIRED IN WIND BORNE DEBRIS REGION. � o W W o } UNIT w ¢ r F ¢ m HEIGHT 7.ALL FRAMES AND VENTS SCREWED TOGETHER.SMALL JOINT SEAM y B � SEALANT USE AT ALL FRAME JOINTS AND JAMBS, c� rn W W c� Z B LL W o o m O � 6.SERIES/MODEL DESIGNATION HS-5600. a W o 0 0 � 69 5/8" N � W W � z W MAX. 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: � w Z Z ¢ O p� PANEL X=OPERABLESASH. a Z o o a F- p d � E- o a HEIGHT w 10.SECTION CALLOUTS FROM ELEVATIONS APPLY TO ALL ELEVATIONS IN � � � � � U � A SIMILAR LOCATION, a ¢ a a ¢ X X O 2 0 O O � I a w a a d W � ¢ > > > 0 11.W EEP SLOTS=1/4"X 1"LOCATED 3'FROM BOTH ENDS AND ONE IN W p U m ¢ Z 65 3/16" THE CENTER. GLASS D LO ,��P�1D RE b��T�i'i � � ��J�p�`?:��C E IVsc�G�'L4ii 6 „-.Ji: No 58201 �;�73� Lucas A.Turner =*r * �:*_ 2015-04-03 �.D= ' - C 12:54-04:00 r�� STATE OF :��` %�',�,��Q R'p p.�\�.`�r ��SS+��A;��,`�� C� 6 A X�- 4 3 2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BV• DATE: GENERAL NOTES&ELEVATIONS.....1 MAX. UNIT DESIGN PRESSURE ADE 05/07/08 GLAZING DETAILS...........................2 CONFIG. IMPACT RATING SECTIONVIEWS...............................3 SIZE RATING DWG#: REV.• A CHOR SCHEDU�&�NOTES........5 XX 72��X 72�� +/-35 PSF NONE CWS-171 E i, I STALLATION DETAILS....................6 scn�E: SHEET �'15 1 OF6 C��r�� ,��W�� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 5/8" OVERALL 5/8" OVERALL 5600 ALUM. 1/6"ANNEALED 1/8"TEMPERED �ORZ.SLIDER XX -^{ �3/16" ANNEALED —{ �3/16"TEMPERED 3/B"AIRSPACE 3/8"AIRSPACE {�ON-IMPACT I � 1/8"ANNEALED 1/8"TEMPERED ln � N r cD '', O a � aa � w n n 1e 18 000 � 00 13/16" GLASS BITE 13/16" GLASS BITE 9l16" GLASS BITE 9l16" GLASS BITE � o w w o r _ O w ¢ rF- ¢ m � U fn W W U Z m W 0 � LL O ,a W O O p (� � � W W N Z W W W Z Z W � � 13 13 g 9 0 0 0 0 o a w r � F r H U ¢ ¢ a ¢ a � o z o 0 o W a w a a a 7 ¢ � � 7 � W o U m Q O Z GLASS TYPE C GLASS TYPE D ``��•��PN�REby�T��, GLASS TYPE A GLASS TYPE B '��GQ.�.��C E N gF..�Qyi�� „v t� No 58201 �.�1�'�' =�l'' ,�, :ir� G9�; ./STATE OF :��` •i��s.<O R 10 Q'('j��+� ��iS�ONA�Ep�`�� z� 4/3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BV� DATE: ADE 05/07/08 DWG@: REV: CWS-171 E sca�e: SHEET 1'� 2 OF 6 3 INTERIOR 3 ��•� WIPJDOW SYSfEMS 6 2� � � 6 1900 SW 44TH AVE. OCALA,FLORIDA 34474 ' W W W.CWS.CC 1 ' , i 5600 ALUM. E � HORZ.SLIDER XX 3 ❑ ' NON-IMPACT 1n V N .- � � 4 � .- o a �, aamw oo � � o � O I � ' 4 44 14 41 40 4 1 14 1 44 4 0 0 0 � 0 0 SECTION B-B � o w w o � � li, � il w ¢ t- i-- ¢ m '��E�, � � U f/J W W U Z m W � 0 m � a N � U o (q �� ¢ � "' "' ¢ p w w Z Z w � a Z O O a ~ _ o W F � � a � � r � tw- U ¢ ¢ ¢ a ¢ � o z o 0 o W � s > > > o INTERIOR w o c� m ¢ O `,��t1Una�trii�i 0 `�� PSyDREyy TGp� `��Gp,`;.��G E Id S�.ti Qyi�� I I I„ II 9 „�: No 58201 �'�� =*E w :*_ I �II :-o: ;a= ' f��` �� 9�. STATE OF .�� Il�f �il ao a '!��c�`'F�oatov;�.�`�,,c p �Ll�-'J� 13 qq ��SS��NA�tE��. �� - �� ° x� I�� I p 5 /3/2015 0 LUCAS A.TURNER,P.E. 44 4 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 � SECTION C-C PH.941-380-1574 2 5 ALTERNATE VIEW WITH SH[ETDESCRIPTION: I/G SASH SECTION VIEWS NOTE: MAIN FRAME IS SAME FOR BOTH S/G AND UG UNITS ORAWN BV• DATE: ADE 05/07/08 SECTIONA-A DWG#: REV: CWS-171 E ITEMS USED BUT NOT SHOWN FOR CLARITY: scA�E: SHEET 19,29,32-35,39,43,45 1.2 30F6 PARTS LIST FRAME CORNER /%s'(J�11(4W/�(((��"lj ITEM PART# DESCRIPTION Vendor Material 3 1/4" 3 3/8" CONSTRUCTION 1 S-1362 Fr.,HS,OSM,Head Keymark Alum �� 2 H-1495 Fr.,HS,OSM,SIII Keymark Alum \ 1900 S�W 4W4THYAVE�S I`V—/I AV 3 5-1466 Fr.,HS,OSM w/Spline Groo�.e,Jamb Keymark Alum OCALA,FLORIDA 34474 4 S-1364 Fr.,HS,OSM w/Spline Groo�,Head Keymark Alum 2 5/8" 4 2 5/8" 1 W W W.CWS.CC 5 H-1496 Fr.,HS,OSM w/Spline Groo�,s,Sill Keymark Alum 1�16 1/16" y 5600 ALUM. 6 S-1467 Fr.,HS,OSM,Jamb Keymark Alum I 8 S-1307 Panel,Top Rail,HS,(I.G.) Keymark Alum HORZ.SLIDER XX 9 S-1021 Panel,Bottom Rail,HS,(I.G.) Keymark Alum OSM SPLINE GROOVE HEAD-1384 OSM HEAD-1362 FRAME JnMs PROCESSED AND NON-IMPACT SCREW ED TO HEAD AND SILL 10 H-1017 Panel,Lockstile,HS,(I.G.) Keymark Alum 3 1/4" 11 H-1317 Panel,Interlock,HS,(I.G.) Keymark Alum —� 3 3�8 —� PANEL CORNER '� d N r 'D CONSTRUCTION c� rn c� v m iii 12 S-1340 Panel,Top Rail,HS,(S.G.) Keymark Alum 2 0 0 .- � o i-- 13 S-1345 Panel,Bottom Rail,HS,(S.G.) Keymark Alum 5 0 0 0 � o 0 14 H-1365 Panel,Lockstile,HS,(S.G.) Keymark Alum Y w � u, w ��16„ W owwor 15 H-136fi Panel,Interlock,HS,(S.G.) Keymark Alum 215/16" 1/1fi" 215/16" ¢ �' F- ¢ m 16 S-1359 Screen Retainer Keymark Alum � � � w w � Z 17 P-3394 Giz.Bd.,"Marine Glazing",3/76"Glass ,�, W o 0 o O 18 P-3206 Glz.Bd.,"Marine Glazing",5/8"Glass N �' � � N Z > 19 P-3256 6200 Jamb/Sill Gasket HOP OSM SPLINE GRO�VE SILL-1496 OSM SILL-1495 W Z z Z W O ¢ PANEL SIDE RAILS PROCESSED a O o a F- 20 P-3398 Open Cell Pad HOP AND SCREWED TO TOP AND ❑ � ~ ~ o °� 1 15/16" w W w w w ¢ 21 P-3308 Wstp.,.310 x.270 Back,Fin,Black Soft Touch Center Fin Ullrafab f` r-1 15/16" BOTTOM RAILS. � � � � r U ¢ a ¢ a a 22 P-3309 Wstp.,.310 x 167 Back,Fin,Black Soft Touch Center Fin Ultrafab ��B ��8�� a w d a a W � 2 � 7 � O 23 P-3311-R Wstp.,.32D x 1.25"Back,No Fin,Grey(Dust Plug,2"Strips Ullrafab 6 " W O U [I] Q O 24 P-3402 Wstp.,.530 x 115 Back,Fin,Black Soft Touch Center Fin,( Ultrafab 3 13 g Z 25 P-3215 45 Degree Weep Co�er M&M Nylon 3 7/i 6" 3 1/4" 2 5/8" 2�/2^ `��Pp10RE4y�T�i�� 26 P-3265 Handle,Lock(5200/6200) Sullivan Znc 1/16" ��GQ-�;:��GENg�G�Q,ii,,� 1/16" 27 P-3270 Keeper,(5200l6200) ini Die Ca Tinc :J;' ' c�G 1/16" 1/16" �v; No 58201 �;7�.�. 28 P-3602 Window Roller(5200/6200) A1 Gomp. Nylon _*: * :�,C 29 P-3609 Window Bumper BOT RAIL-1345 BOT RAIL-1021 ^'D= �� 9�: STATE OF Sw� 30 P-3504 1/420 x 1/2"Phillips Truss MS SS,Screw Fastenal Steei OSM JAMB-1467 OSM SPLINE GROOVE JAMB-1466 %p., t�� 31 P-3505 N10 x 1"Phillips Truss Tapping Type A,18-B SS,Screw Fastenal Steel ��'��'�C Q'��'�` �t"• oRlO.r ��. 32 P-3612 #B x 1"w/1/4"Lead Pan Head�uadrex Self-Tapping Type A Fastenal Steel 7/g^ ��i�SS/� �F�� 33 P-3537 #8 x 1 1/2"Panhead,SS Fastenal Steel ��8� �� 2 � ��3�8 � •f,I�Qy�A°�t�,`, 34 P-3881 Temporary Lbl.(NFRC/DP) 12 � 8 �5 �y L� 4/3/2015 35 P-3613 CWSLbI(logo) 113l16" 111I/16" ��16„ 13/8" � ��18�� 13/B" � 1/16" LUCASA.TURNER,P.E. 36 Glass,See Sheet 3 � ��s�� I � � FL PE#58201 39 P-3226 Flat Spline(for Frame w/Spline Groova) eamPlas[i Rubber L 1239 JABARA AVE. 40 P-3228 155 Round Screen Spline(for rolled screen) Dapa Foam TOP RAIL-1340 TOP RAIL-1307 PANEL INTERLOCK-1366 INTERLOCK-1317 NORTH PORT,FL 3428B PH.941-3B0-1574 41 P-3029 Screen Litt(Retractable Lift Tab) Summit �1�2" �2 1�8°� �2 � SHEET DESCRIPTION: 42 P-3033 Screen Spring(Fla[Tension) FlaSpring 77--� 43 P-3321 Screen corner Key Allmetal � � 14 i� II II �� 16 BOM AND EXTRUSIONS 1" 1' 9/16„ 44 P-3333 ScreenFrame Allmetal 1/76" L ��1/i6" � DRnWNBr DATE: 1/16„ LOCKSTILE-1365 LOCKSTILE-1017 SCREEN RETAINER-1359 ADE 05/07/OS DWGA: REV.• LINE ITEMS NOT USED: CWS-171 E 7,37-38 NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. sc^�E: SHEET 1.2 40F6 � 15" MAXO.C.(TYP) �V(W�a+'u'uv�uu'•� 10 1/2" MAX.O.C.(TYP.) 2"TYP. WINDOW SYSTEpIS��J 5" MAX 1900 SW 44TH AVE. 5" MAX. 4"TYP. OCALA,FLORIDA 34474 5" MAX. � 6"TYP. SEE NOTE 2 �MAX -�i {�--2" (TYP.) SEE NOTE 2 WWWCWS.CC , I 5600 ALUM. I � HORZ.SLIDER XX �o v2° MAX.O.C.(TYP.) � NON-IMPACT ]�'.MAX.O.C.(TYP.) U] st N � c0 .- o 0 o a � o ~ m m co o n ¢ I o 0 0 0 0 � I X I � � w W O >- � X X WQI- F- Qm � INSTALLATION INSTALLATION I ANCHORS(TYP) ANCHORS(TYP) o �n W W o z m w o o LL O a W o 0 0 � � N � W W N Z W I W W Z Z W � � � I a Q O O a a w � ¢ ¢ ¢ a a � o z o 0 0 a w a a a W � ¢ > > > � � I W 0 U f0 Q Z If1t911j THRU NAILHOR IN(MOETAL OPI NING) THRU NACILINOGF WA(WOOD OP NING) ,`��Pp10REby��','G�',i ��Gp�.:y�c E Ns�.ti p2.,� „�:� No 58201 �;�7�� e*� �, ;*� �,D: NOTES: r9Q�� STATE OF :�w� �'4�c<`'�.�D R 1 O P,:��, 1.INSTALL ONE ANCHOR AT EACH LOCATION THRU WINDOW FRAME FIN.SILL ANCHOR SPACING SAME AS HEAD. ,��SSiONA��N��, 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN 1M6"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOW ED. Z� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/3/2015 LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTA�LATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574 THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. s EET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM 1"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. oRn N BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE ADE 05/07/OS STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED. ow�n: pev. CWS-171 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CUFiRENT VERSION OF THE REFERENCE DOCUMENTS: sca�E: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 2D0(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAM/DMA 300(EXTERIOR DOORS) 1:20 5 OF 6 1YPICAL HEAD ANCHORAGE \`s'lS2YN1L4lV/UL/(F�(�(`�� MIN.EMBEDMENT WINDOW SYSTEMS i��/I SEE TABLE 1 MIN.EDGE DIST SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 OCALA,FLORIDA 34474 MIN.EDGE DIST WWW.CWS.CC PERIMETER SEALANT SEE TABLE 1 1/4" MAX.SHIM� BY INSTALLER �JC)OO ALUM. INSIDE AND OUT INTERIOR INSTALLATION ANCHOR � HORZ.SLIDER XX SEE TABLE 1 NON-IMPACT SEALANT BETWEEN 1/4" MAX.SHIM SUBSTRATE AND MIN.EMBEDMENT SEE TABIE 1 in v a � m FIN BY INSTALLER .- .- o a �, a � mw 0 0 � .- o F 0 0 0 � o O SUBSTRATE BY OTHERS SEE TABLE 1 Y w LL � w INTERIOR PERIMETER SEALANT BY INSTALLER w ¢ ~ ~ ¢ m INSIDE AND OUT � c.� tn „� W U Z SEALANT BETWEEN SUBSTRATE INSTALLATION ANCHOR 'm'- W p p o O ' AND FIN BY INSTALLER SEE TABLE 1 ` � �' N � �r � N Z � Q W W W � Q W (g\HORIZONTALSECTION w Z Z Z w p� SEALANT BETWEEN T'PICALJAMBANCHORAGE a d � � a a 1/4" MAX.SHIM w W w w w o� SUBSTRATE AND FIN BY INSTALLER MIN.EDGE DIST. o z o 0 0 � a ¢ ¢ ¢ a a w a a a W SEE TABLE 1 � ¢ � � � p INSTALLATION ANCHOR w o c� m ¢ O SEE TABLE 1 PERIMETER SEALANT t1�t��+rl� BY INSTALLER ��PS3DREy��?�� INSIDE AND OUT ,��Q,9�.;G��S.�G,Q�� SUBSTRATE BY OTHERS :�J�;�� '-Lc��G ti-.�. No 58201 ;7f S'. SEE TABLE 1 • =�," * :*= MIN.EMBEDMENT M ro; - _ '2'� SEE TABLE 1 �9 t STATE OF :�� VERTICALSECTION ~��•';[pR:pP:��c�� TYPICALSILLANCHORAGE ��isS � C�� i,10NAi��r►��` �� 4/3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-3B0-1574 SFIEET DESCRIPTION: INSTALLATION DETAILS TABLEI:APPROVEDINSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. oaqwN er oarE: • 2x MIN.SPRUCE-PINE-FIR WOOD(G=0.42 MIN.) p8 WOOD SCREW 1-1/2" 7/16" ADE 05/07/OB ow�a: aev: 16 GAUGE(0.060")MIN.STEEL !}10 GRADE 5 SELF-TAPPING/ FULL 7HREAD ��2„ CWS-171 E (33 KSI YIELD MIN.)OR ALUMINUM(6063-T5 MIN.) DRILLING SCREW THRU 0.060" scn�e: SHEET 1.2 60F6 Florida Building Code Online � 5 u�,j/�s� Page 1 of 2 � _ r .��.._ . !YI " `�► !f� . : : ' e o . ' - e e � ' - �� BCIS Home � Log In � User Registration ; Ho[Topics � Submit Surcharge � Statr&Facts ' Publications � FBC Staff i BCIS Site Map � Links � Search � Flonda � �', � �� "�'.'Product Approval � '' USER;Public User f.^r,ti i�.tb;� Product Avoroval Menu>Product or Aoolication Search>Aoolication L(st>Application Detail ' �� FL# FL161-R6 ��., .• Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phbne/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine ' kpine@cws.cc ' Technical Representative Jay Lathrop � Address/Phone/Email 1900 SW 44th Ave � Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext221 amonteverde@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 L� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich,PE � Validation Checklist-Hardcopy Received Certificate of Independence FL361 R6 COI EvalReoort176F.odf Referenced Standard and Year(of Standard) Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2009 Equivalence of Product Standards Certified By https://floridabuildin�.or�/pr/pr app dtl.aspx?param=wGEVXOwtDawf4n�AXh1045cs... 1/30/2018 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 ` Summary of Products FL# Model,Number or Name Description 161.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert. Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R6 II CWS-176F.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 R6 AE EvalReoort176F.pdf 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 R6 II CWS-242E.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 R6 AE EvalReoort242E.pdf Rooms. Created by Independent Third Party:Yes Back Next Contad Us: 2601 BIaIr Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florlda is an AA/EEO employer Coovrioht 2007-2013 State of Florida.::Privacv Statement::AccessiblliN Statement :Refund Statement Under Florida law,email addresses are public records.If you do no[want your e-mail address released in response[o a public-records request,do not send electronlc mail to thls entity Instead,contact the office by phone or hy t2ditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October i,2012,Itcensees licensed under Chapter 455,F.S.must provide[he Department with an emall address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Depar[men[with an emall address which can be made available to the public.To detertnine if you are a Ilcensee under Chapter 455,F.S.,please click here. Product Approval Accepts: /M' � � ECF[L � Credii Card $8f@ https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD qvyf4ngAX111045 cs... 1/3 0/2018 PRIME DOOR - NON-IMPACT GENERALNOTES• ��.� (SHOWN w/ALUM.SINGLE HUNG) 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED yy�NDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC 37 1/4" 3.CONFIGURATIONS:OUTSWING,LEFT OR RIGHT HINGED. OVERALL WIDTH 4.DESIGN PRESSURE RATING: 'IOOO ALUM. 36" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GUARDIAM QOOR UNIT WIDTN P SSTIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER NON-IMPACT 35" INFILTRATION TEST PRESSURE AND GLASS TABLES DOOR CORE ASTM E-1300-04e01l09. Q Z � a Z 3 A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED � ❑w O ¢W o w IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w z p z �k?� DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD � ¢� >-O��m LL �w�zH� ANCHOR CALCULATIONS. Z Z=�¢�W o 0 O OF-O ¢ 7 5/B„ 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE v U��j z°��a __ HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Q O Z V vj Z�U� � F--��pOu.V 7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT > ¢3 p w t�O? 37'1�2" � USED AT ALL FRAME JOINTS. a ��j U Z uj B ' B � � z�W�oW�w � B HINGE(TYP.) o W�� W o�� OVERALL s I a � °- �'�a HEIGHT � � �.+`��p1oRE�'�� . P rG.,� UN-�T . `Gp.S.��GENs�•.,'Qy4 Lucas HEIGHT � Turner s�� Ne se2o� �';�c 2017-09-15 =*' * =*= 1513+20'00 "ro� ' ' � ^9; STATE OF .�W� Z@" i .�'4,��s,c't�p:Q P�O�a�" DOOR ��•y`�+ONp�E�:��`' CORE I z� 9/15/2017 LUCAS A.TURNER,P.E. FL PE#58201 7238 JABARA AVE. NORTH PORT,FL 34286 A A PH.941-380.1574 6 SHEET DESCRIPTIDN: GENERAL NOTES AND TABLE OF CONTENTS , ELEVATIONS GENERAL NOTES&ELEVATIONS.. ..1 DRAWN BV' DATE: CONFIGURATIONS... ..............2 ADE 09/OB/OS SECTION VIEWS... ........ ....... ... .3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING _ oW�«: RE�.� BOM 8 EXTRUSIONS..... .................. ..4 ANCHOR SCHEDULE 8 NOTES............5 37-1/4��X 8�� +/-40 PSF NONE CWS-176 F INSTALLATION DETAILS.................. .6 scA�E: SHEET ��15 1 OF6 1�� WIPIDOW SYSTEINS 1900 SW 44TH AVE. I OCALA,FLORIDA 34474 W WW.CWS.CC 3/4" , MAX UNIT WIDTH 23��2" 1000 ALUM. GLASS DLO GUARDIAN DOOR NON-IMPACT a ? 3 ¢za � F= owp mWoo ¢ W zoz �k?� � �w�z��x z zx�¢�Wop 26'112�� Z��c~na GLASS Z p�7�—Zjc=i� DLO ¢ F?��pO�V � ��F��pz Fa- ��U Z� / W OOd•�0 W fA W MAX / a �_�- �O�cn w�o �x >- - UNIT � _ � w�W�n HEIGHT �� " n- F' � � a ``��a��P�jpR�6y�r��,i �GQ.�?.��G E IJ SF V'P2. �" Jt No 58207 �•�' GLASS '*� * ;,t_ DLO �.a� ' � '�: 3TATE OF ,�lU� // i�'O�s:;(pR�pP��=�� .S��NA��;.�`�, z�- 9/15/2017 LUCAS A.TURNER,P,E. 22 FL PE#58201 GLASS DLO 1239 JABARA AVE. SH-3500(SEE SEPARATE APPROVAL) NORTH PORT,FL 34286 ALL GLAZING DSB TEMPERED MIN. PH.941-360-1574 SHEET DESCRIPTION: DOOR CONFIGURATIONS ORAWNBY' DATE; ADE 09l08/OS DWG#: REV.' CWS-176 •F scn�e: SHEET �'�0 2 OF 6 � _ - C�� WINDOdV SYSTEMS 15 12 19D0 SW 44TH AVE. OCALA,FLORIDA 34474 1 13 INTERIOR g wWw.CWS.CC 8 1000 ALUM. 34 35 ,�� °pp I I �❑° GUARDIAN DOOR a a a� NON-IMPACT 3 14 Q Z � ¢Z� � F �W� ¢w�w z w�o 3 14 28 ' o Z�z �_ZF 29 10 3 LL F¢,W��ZO��= z Z2�¢KW�p O Of-OVa=F.� �n�Z r�na SECTIONVIEWB-B Z pc7v��v� } ��W��pz � � ~~~Z INTERIOR W p��o W�� n. � �~� wo�� • a n. ��a ``��►u�n„�i,� � � ,�d+ Pr1DREW T�i,i � ' ;�p.r?.��CEAIS��'.•.�Qy:i +�: Ne 58201 �•�� `�': .k :'k� ��; STATE OF ��u` - - 'i,'e��'P(Op�pP��a�•� . 19 •,��SS+�NA11��p r� 9/15/2017 �6 � LUCAS A.TURNER,P.E. FL PE#56201 5 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-360-1574 SHEET DESCRIPTION: 23 6 (1193) SECTION VIEWS ALT.THRESHOLD(1186) ALT THRESHOLD(1126) THRESHOLD DESCRIPTION MAX.POS.DP DRAWN BY' DATE: SECTION VIEW A-A 1126 BUMPER 1}iRESHOLD NONE ADE 09/OB/OB 1186 STANDARD THRESHOLD +40 1193 SADDLETHRESHOLD NONE DWGN: REV. CWS-176 F ITEMS NOT SHOWN FOR CLARITY: NOTE:INSTALLATION wH 126 OR 1193 THRESHOLDS ONLYALLOWED scn�e: SHEET 9,11,17-19,24-26,31,36 WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. ��2 30F6 PARTS LIST ITEM PART#DESCRIPTION VENDOR MATERIAL 25/8" 36 ((s'ISUALL4llU�•� 1 S-1377 HEAD,Z BAR,OUTSWING KEYMARK ALUM - WINDOW SYSTEMS 3 S-1374 JAMB,Z BAR,OUTSWING KEYMARK ALUM 2"—�j 1900 SW 44TH AVE. 5 5-1166 THRESHOLD KEYMARK ALUM g � OCALA,FLORIDA 34474 6 S-1193 SADDLE THRESHOLD KEYMARK ALUM WNnN.CWS.CC 7 S-1126 BUMPERTHRESHOLD KEYMARK ALUM I 8 H-1001 DOOR CORE KEYMARK ALUM 9 S-1002 CORNER KEY KEYMARK ALUM �I OOO ALUM. 10 P-3008 HINGES IDEAL SS 118" 8, OUTER FRAME GUARDIAN DOOR 11 P-3376 POP RIVET HUB SS ASSEMBLY 12 P-3260 DEADBOLT-3127-A-Q DELANEY SS 61/16" 41/4" iVON-IMPACT 13 P�280 LOCKSET-3127-A-Q DELANEY SS 11 14 P-3302 WSTP,.330 x 187 FIN,BLACK SOFTTOUCH ULTRAFAB Q Z � Q Z� 15 P-3310 WSTP,.350 x 187 BULB VINYL ULTRAFAB 16 P�224 WSTP.,7HRESHOLD VINYL TEAM PLASl1CS z �w�o ¢W��W 17 P-3087 GASKET,DOOR KNOB PRATT IND. FOAM ��16 p Z�� Z F 18 P-3204 GASKET,DEADBOLT HO PRODUCTS FOAM LL �w�z O 3�_ 19 P-3584 FOAM CORE ELI7E DOOR CORE-H-1001 � O O�O¢¢ � 23 P-3214 BUGSWEEP v v��'z°'�oa �_ 24 P-3539 6 x 3/4,QUAD PAN TEK FASTEC STEEL CORNER KEY-5-1002 PANEL FRAME a �Z U�Z p�v 25 P-3329 FOAM BLOCK,DOOR KNOB IMPERIAL FOAM ASSEMBLY } Q�LL W�=p z 26 P-3350 FOAM BLOCK,FILLER METALS USA � �¢�F-~�'z 28 P-3369 CYLINDER,DOOR PLUNGER YALE SS F p Q�}��O� 29 P-337D CYLINDER,DEAD 60LT YALE SS � Z�W�O�c�n F 31 P-3531 6 x 3/8 PHIL FLAT SMS FASTEC SS a 32 P-3214 BUGSWEEP TEAM PLASTICS PLASTIC a �~a ��W� 33 S-13D0 ADJUSTABLESWEEP KEYMARK ALUM 23�g�� F�23�6�� °- 35 P-3368 DE�ADBOLI57RIKE YALE SS � �3/4" � ��16° �I�� 25/8 � ,,��y�Pt�OR�Wf��' 36 P-3612 ex 1-1/4 QUAD PAN W/1/4"LEAD FAS7EC STEEL „ �- � �� -`1 7/16" �/�6" :VP;-��CENS�..�Qy,, 37 P-3776 BACKER PLATE ALCOA ALUM � �3116 1 11/16 1 3/16 ,.,�� No 58201 �t�� 1 g 33 �*: :*= LINE ITEMS NOT USED: �ro: * ' 2,4,20-22,27,30 OUTSWING JAMB S-1374 ADJUSTABLE SWEEP S-13D0 %9'; sTATE oF ,'�u� OUTSWING HEAD S-1377 %O�, �u� %.o .T P•'�ti` .c0•.[pp�0 ��. NOTE:SINGLE HUNG B.O.M.NOT SHOWN,SEE SEPARATE APPROVAL. ,��f s S��NA��E�� 2 15/16"� �3 3/6" 3 7/7 6" 5 �r� 1 1/2" 7/8" 7 13116" 6 9/15/2017 � v�� L L ��16 LUCAS A.TURNER,P.E. STANDARD THRESHOLD S-1186 BUMPER THRESHOLD S-1126 SADDLE THRESHOLD S-1193 FL PE#58201 1238 JABARA AVE. NORTH PORT,FL 34286 PH.941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS THRESHOLD DESCRIPTION MAX.POS.DP 1126 BUMPER7HRESHOLD NONE DRAWNBY DATE: 1186 STANDARDTHRESHOLD +40 ADE 09/OB/OB 1193 SADDLETHRESHOLD NONE DWGK: REV.' CWS-176 _F NOTE:INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED scA�E: SHEET NOTE.ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. ��2 4 OF 6 12 3/4" MAX O.C.(TYP.) ��•p fy--lj 6" MAX.(TYP.) SEE NOTE 2 W�NDOW SYSTEMS L��J 6" MAX.(7YP.) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC INSTALLATION ' ANCHOR(TYP.) 1000 ALUM. GUARDIAN QOOR ��„ NON-IMPACT MAX.O.C. (T`(F•) ¢ � � �Z p INSTALL TWO#8 ANCHORS THRU w z p z ��?� STRIKE PLATE AND DEADBOLT STRIKE o �W�Z o��m PLATE INTO SUBSTRATE(fYP.) z Z=�¢� �_ INSTALL ONE#B ANCHOR THRU O O�O�j a¢_�� EACH HINGE INTO SUBSTRATE(TYP.) � Z_�Z Z F�� Z O�UUj �U— a ��OLLZ � ��O}HF.FZ-�— Wa ��~}7�i�� Q_ln�WtAW � Z�W QJfAI- O W�� W�� a ��a ,p��P,NORE W��if�� ANCHOR LAYOUT �GP�:-V�CENy�G�Pti�� t� Ne 582D1 �'�1� �rl�: �, �.�.� :�p: � '�t 9TATE OF i<u� iy�,��,F�O Fl�pQ.:\C�� NOTES: ,,',ssipiii,�i��t'�'` 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1l16"IS PRESENT. LOAD BEARING z�� SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/15/2017 LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#56201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 7239 JABARA AVE. NORTH PORT,FL 34288 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH.841-380-1574 THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONTRY,1"FOR WOOD AND METAL. DRAWNBY' DATE: S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE ADE 09/OB/OB STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. owc a: rtev. 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-176 F FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAlWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 3D0(EXTERIOR DOORS) scA�E: SHEET ��20 5 OF 6 TYPICAL HEAD ANCHORAGE \`!(S�SlALC4��PJ/`�� MIN.EMBEDMENT WINDOW SYSTEMS Il�✓/I SEE TABLE 1 MIN.EDGE DIST. 1900 SW 44TH AVE. v— SEE TABLE 1 OCALA,FLORIDA 34474 N!W W.CWS.CC SUBSTRATE BY OTHERS INTERIOR 1/4" MAX.SHIM SEE TABLE 1 PERIMETER SEALANT HINGElSTRIKEPLATE HINGE/STRIKEPLATE �OOO ALUM. BY INSTALLER SEE TABLEDIST. MIN.EMBEDMENT MIN.EDGE DISTANCE GUARDIAPI DOOR INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 {vON-IMPACT SEE TABLE 1 SEALANT BEHIND � .� FLANGE BY INSTALLER 1!4" MAX.SHIM MIN.EMBEDMENT ¢ ? � ¢Z� HINGEISTRIKE PLATE SCREW SEE TABLE 1 r o w o ��o p SEETABLEI w� Z�pZ O�Zm '� �w�z�-�gx z zx�¢� 0 0�-0 ¢i1pO INTERIOR INSTALLATION ANCHOR SUBSTRATE BY OTHERS � ��.c�a��a SEE TABLE 1 SEE TABLE 1 Z o��z F�� SEALANT BEHIND PERIMETER SEALANT ¢ f=-?��o u.Z FLANGE BY INSTALLER BY INSTALLER � ��o�r F�— ~ ��g � HORIZONTAL SECTION W u. ��w cn w INSTALLATION ANCHOR � Z�w O�rn F 6 TYPICAL JAMB ANCHORAGE a a �O—�n SEE TABLE 1 SEAL OR SET IN p w�F� n.x�>- a CONCRETE OR MASONRY a � a ��a`� PERIMETER SEALANT � BYINSTALLER a Q � a MIN.EMBEDMENT �O��g,p•N�EN�1`!T(�r4�� SUBSTRATEBYOTHERS SEETABLEI �VP;-�� SF•;'Py, SEE TABLE 1 � � + ��r' No 58201 �:�� a =,�,: � :*= MIN.EDGE DIST � ~�� . SEE TABLE 1 ?,��,,/STATE OP.;��u� �VERTICAL SECTION ��'sS�O R 1 O,�Q,`�. 6 TYPICALSILLANCHORAGE ��.�1�NA;ti�� 9/15/2017 LUCAS A.TURNER,P,E. FL PE#56201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 TABLE 1:APPROVED INSTALLATION FASTENERS SHEET DESCRIPTION' SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. CONCRETE(2.o KSI MIN.) 3/'IG"17wTAPCON 1" 1-1/8" INSTALLATION DETAILS CONCRETE(2.85 K51 MIN.) 3/16"ELCO ULTRACON 1" 1" 2X MIN.SOUT}1ERN PINE(G=0.55) #10 WOOD SCREW 1-3/B" �/2�� DRAWN BY• DATE: 0.045"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING J FULL lHREAD ADE 09/OB/OB 0.045"STEEL(33 KSI MIN,) DRILLING SCREW 11-IRU 0.045" ��z DWGq: REV.• NOTE.GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM CWS-176 F HINGE AND STRIKE PLATE ANCHORS �g i/�/OOD SCREW 1-3lB" 7/8" ANCHORAGE AS SHOWN IN TABLE 1. � 2X MIN.SOUTHERN PINE(G=0.55) sc"�E: SHEET 1�2 6 OF 6 ,; Plan Review Modular Home Set-ups and Aluminum Packages 1) All property markers shall be exposed and clearly marked at time of first inspection. 2) All setbacks shall be met. �� 3) All garages shall comply with section 309.2 (Fire separation ). 4)Access shall be made available at time of inspection. I 5) Manufacture specification manual, approved plans and permit shall be available at ' time of inspection. 6) No electric, plumbing, mechanical or framing is to be covered without inspection and I approval first. 7) R.O.W. Use permit required for driveways on public streets. 8) At least 10' separation between other units in unplatted locations. 9)All work shall comply with the F.B.C, St'' edition and the 2011 N.E.C. 10) Clean-outs shall be installed per code. R.O.W. - Right Of Way F.B.C. - Florida Building Code N.E.C. - National Electric Code ��g� �� - L�S��A t,�s .. (�.r`�� -� z � � (�� "�h��,��t " NOTICE OF COMMENCEMENT ��-a � 33}y� . State of �lQri�� County of CP�t c J THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Description of Property: Parcel No. a�l��-a l-Ovl�D -� �(�� v v — Q ��'Q (Legal description of the property and street address if available) 2. General Description of Improvement s�� vT v�r ��- � CV/c �.e cr�a y � I IIIIII IIIII IIIII IIIII IlIII llll�IIIII IIIII IIIII lilll IIII IIII 2018019231 3. Owner Information: Name �G. - -L l.�LLG �%�� 'r ' � �r� Address o�77 7? �^q�z ��l�� /�� aU� City��t�1'�« State yh�- �� Interest in Property: �LtJ)2 �°�'S Name of Fee Simple Titleholder: (If other than owner) Address City State 4. Contractor: Name �Gt.0 S ��e �LC�� r�- Address f0`� �`�-�Cr�� /� City �^�� s State � 3��y a-- 5. Surety: Name Address City State Amount of Bond: $ � Rcpt:1928971 Rec: 10.00 � � DS: 0.00 IT: 0.00 02/02/2018 E. M. , Dpty Clerk 6. Lender: Name Address City State I 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) (7), Florida Statutes: Name Address City State 8. In addition to himself, Owner designates '' of to receive a copy of the Lienor's Notice as i provided in Section 713.13 (1) (b), Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified.) pqULA S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER �2/�02B 01��L�m PG ,�� Signature of Owner: V J-� '1��` �-�-��'�' �� l�v I ��1�b� Sworn to and subscribed before me this �' day of � 1�-��f .e�� , 20 /� . Notary Public• -�-.-� � � .-�7� � � ' '- -$HiRQEN K OEt.COTTO My Commission Expires: '��-� - � D ,;4�y'/,/, o ''. P blic-Stri�of Florida = * •; Conlmlttton N ff 8�05 PC93053048/A '.� My Cortim.Expir��Jun 26,2020 �''��° B�M thtouph t�tiorwl Notuy Assn.