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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: Fee Due: Receipt# 'Permit # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 Virginia Avenue SCANNED Ft. Pierce, FL 34982-5652 BY 772-462-1553 St. Lucie C,),,,y APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: Tlaq 2. PROJECT NAME: MONd SIC. l ��ll SITE P''L\\CEA��N NAME: 3. PROPERTY TAX ID #: a� $(�'� ` V f -7� - DU - 9' 4. LEGAL DESCRIPTION (attach extra sheets if necessary): G-rL's 0—+ cI l i .h 7Rdo. -� o I b k -15 lo+ Is 1-1 5. PLAT BK PAGE BLOCK 7 JG LOT I s 6. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS r � 7.^ SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE:1 1 S. " TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION N = New . A = Addition R = Rebuild SG = Slab on Grade SR = Raised Slab WD = Wood Deck DIMENSIONS SQUARE FEET OF CONSTRUCTION ❑ SCREEN ROOM ❑ NEW ❑ EXISTING X ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABITABLE GLASS ROOM ❑ CAT 1; 2 OR 3 SUNROOM ❑ NEW ❑ EXISTING ❑ NEW ❑ EXISTiNG X X ❑ ALUMINUM COMP. SHED ❑ NEW ❑ EXISTING X ❑ POOL ENCLOSURE ❑ NEW ❑ EXISTING X ❑ . M H ROOF OVER, ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER EXISTING ACCESSORY ❑ NEW ❑ EXISTING X STRUCTURE C , OTHER: ' * 600,:ja- ❑ NEW t9 EXISTING b X Z Z `2ZO ElALUNi POOL FENCE Linear feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ The value of construct;! 0,.is-uEed to determine the amount of permit fees,te be-sSessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SI,CCDV form Na: 001-02 Rev.04/26/2010 OWNER INFORMATION NAME: ADDRESS:na c u n�oc CITY STATE: (—T ZIPI `�- PHONE (DAYTIME): EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): �) CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #:CkC 33 U� ST. LUCIE COUNTY CERT #: SC)LL* i �ilc�yYl LL C BUSINESS NAME: 1` I OY c�Cr� i nU�,Yl1 �r U�I,�C.�� QUALIFIER'S NAME: ADDRESS: I n CITY: �r + lJ f e r c,-( STAT .i r) ZIP 3y 9 9 a 1 PHONE (DAYTIME): �►1� L 1W o -�q (3 FAX NO. �-W " IG` iLi email: SRc pr_ aoks@ ('JAI fie, h ARCHITECT/ENGINEER:S�'Lcc)0.S igcch1 CC�wrt C ir>eerlll LLC- ADDRESS: I11(ssc) "c� +h �11 s1I�. I UI CITY0ear (>JO+e r STATE: 1'1 ZIP PHONE (DAYTIME): (1-d-1 53'oz -goc)o NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. ❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. n,. 2. sets.nf color photos for.all storm damaged areas to -be reconstructed. One picture must include house address n1.1mber.for, inspection verification. ( not required for construction unrelated to storms) OFFICE USE ONLY SECTION TOWNSHIP RANGE MAP NO. Additional ZONING LAND USE LOT CVG % Permits Required -- -- — REPORT BIMS FEE $ MISC FEES $ TOTAL FEES CODE BUILDING & ZONING REVIEW ' •r RVNI I I -FLANS vALUF OF CONSTRUCT,'ON REVIEW" - 'COUNTER ZONING I SUPERVISOR '-EXAMINER VEGETATION USING•ICCTA8L'E ' DATE COMPLETE INITIALS CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. STATE OF FLOII�A I ` COUNTY OF �-•� The foregoing instrument was acknowledged before me this \ \ day of by C coat L, \ who is personally known ✓ or has produced as identification. f Signature of Notary STATE OF FLO A COUNTY OF � The foregoing instrument was acknowledged before �� me this day of �� , 20 by who is personally known or has produced as identification. T q Signature of Notary —� Commission No. ��� 1� (Seal) Commission No. D ,�a`•' "f VICTORIA MIN WOLF PysLs VICTORIA ANN WOLF ► MY COMMISSION # EE 107795 h4Y COMMISSION # EE 107795 "`, 'e EXPIRES: June 28, 2015 *: lei tiF' d' 0onded Thru Notary Public Underwriters NOTE: TWO 2 SIG F "?! S: June 28, 2015 „(� ' ry () �3Aa���JtIiREtll�►� H SIGNATURE MUST BE N THIS BUILD LDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. L' 1 OFFICE USE ONLY : �� i I DATE FILED: — 2�1-1 V / PLAN REVIEW FEE: RECEIPT NO.: q6 Zl � PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 s'Cq 772-462-1553 ' Cie APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 7724 McClintock Way Port Saint Lucie, FI 34952 2. PROJECT NAME: Navelski SITE PLAN NAME: 3. PROPERTY TAX ID #: 3424-800-0177-000-8 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Fairways at Savanna Club replat no 1 (pb 57-40) Block 75 Lot 15 ( or 3516-1789) 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 75 8. LOT NO. 15 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 64' x 100' 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Convert Screen Room to Sunroom Type III j 11. SETBACKS (ACTUAL) FRONT: 20' BACK: 15' RIGHT SIDE: 8' LEFT SIDE: 8' t~ kY) 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [x] OTHER (SPECIFY) Existing Screen room to Sun Room III 13. DESCRIPTION OF PROPOSED USE: 14. SQ. FT OF CONSTRUCTION: 16. VALUE OF CONSTRUCTION: $ 3400.00 15. SF. FT 1st FLOOR: The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 IN UPDATED 6/25/09 OWNER INFORMATION NAME: Joseph Navelski & Shirlev Navelski ADDRESS: 7724 McClintock Way CITY: Port Saint Lucie STATE: FI ZIP: 34952 PHONE (DAYTIME): ( 99� lle) Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): (_ ) CONTRACTOR INFORMATION STATE: ZIP: ST. of FL REG.CERT #: CRC-1330712 ST. LUCIE COUNTY CERT #: BUSINESS NAME: South Florida Aluminum Products QUALIFIERS NAME: Gary Whigham ADDRESS: 4801 South US Highway 1 CITY: Fort Pierce STATE: FI ZIP: 34982 PHONE (DAYTIME): (772) 466-0913 FAX NO. 466-1074 Email: sfapbooks(@bellsouth.net ARCHIT/ENGINEER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (_) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. OFFICE USE ONLY BP #: SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE �l LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORM WATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE qc)q AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUBIC BLD ARKS IMPACT IMPACT FEE IN JRAGT' IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEG TATION SEA TURTLE MANGROVE COUNT)ER RE IEW REVIEW REVIEW Iw_Vw REVIEW REVIEW DATE RECEIVED I DATE ` COMPLETED INITIALS PLANNING & DEVELOPMENT SERVICES BUILDING & CODE COMPLIANCE DIVISION BUILDING PERMIT SUB -CONTRACTOR SUMMARY 5;ry I g�oVL)A4- will be using the following sub -contractors for the (Company/Individual Name) project located at ��� C%L � Lvt/GCS (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrica l `_cL r1 C b (p Plumbing HVAC/ Mechanical Roofing Gas IIPERMIT � NUMBER: 11✓ b o`n ISSUE DATE: ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �ORI� BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: t�V State of Florida Certification Number (if applicable): —a C_ng4' CD S u-) C:JP C4I, C. have agreed to be the �; (Company Name/Individual Name) 01e_c+ri C i Can sub -contractor fo&LJ J�Jlj�J�n�__Trod (Type of Trade) (Primary Contractor) for the project located at (� o� L) CA-- u l n 60CJ00 (Project Street Address or Property Tax ID It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES AIU REQUIRED la-- �a4 13 GNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: email: OFFICE USE ONLY: PERMIT # - ISSUE DATE JOSEPH E. SMITH, "-7RK OF THE CIRCUIT COURT - SAL" ,LUCIE COUNTY FILE # 3901577 0 OOK 3582 PAGE 1209, Recordec' ',/26/2013 at 11:27 NOTICE OF COMMENCEMENT TO BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2,500.DO r PERMIT If: TAX FOLIO t3gpq �SOO State of Florida. County of:114 L146/? , the undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with chapter 713, Florida stafules, the following information is provided in this notice OI Commencement. 1. LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS IF AVAILABLE): 2Gl f f 13� 75 lot 1 Sa MN3. OWNER INFORMATION or LES5 EE INFORMATION (If Lessee contracted for the improvement) o. Name: kl Address: 1{(Y-)rQ jnjhC k Wn, 1 O 0- b. Interest in properly: C. Name and address of fee simple title holder (if other than owner(: o. Nome: SOUTH FLORIDA ALUMINUM PRODUCTS, INC. Address: _4801 SOUTH US I, FORT PIERCE, FLORIDA 34982 b. Phone number: _772-466-0913 S. SURETY COMPANY (IF Applicable, a copy of the payment bond is attached): a. Nome & Address: b. Phone number: Bond amount: 6. LENDER/MORTGAGE COMPANY: a. Nome & Address: b. Phone number: 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 (I) (a) 7., FLORIDA STATUTES: a. Nome & Address: b. Phone number., fax number. B. IN ADDITION TO HIMSELF OR HERSELF, a. Owner designates of to receive a copy of the lienor's notice as provided in section 713.13(1)(b), Florida statues. b. Phone number. 9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT: 1THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED). WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT 1N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. UNDER PE TIES OF PERJURY, I DECLAR THAT 1 H VE READ THE FOREGOING AND THAT THE FACTS IN,IT ARE TRUE TO THE BEST OF?MY O WLEDGE AN BELIEF { TION 9 .5 S. FLORIDA STATUTES x o L. SIGNAT NER ESSEE or 94 NER'S AUTHORIZED OFFICER/DIRECTOR/PARTNER/MANAGER SIGNATORY'S TITLE/OFFICE THE Fl(1REGOIqG INSjFMENT,HN+S ACKNOWLEDGED BEFORE ME THIS ADAY OF-Zgjtm D BY: NAME OF PERSON TYPE OF AUTHORITY NAME OF PARTY ON BEHALF OF WHOM INSTRUMENT W S EX CVTED RSONALLY KNOWN OR PRODUCED IDENTIFICATION TYPE OF IDENTIFICATION PRODUCED + NOTARY SIGNATURE NOTARY PRINTED NAME VOTORUIMYNWOLF MY00WAISBIONIEE107M EXPIRES: Jut* 28, 2015 ,N �+' BaMedTNuRayryPuEkUrdMwiMrn STATE OF FLORIDA ST. LUCIE COUNTY � TH45 IS TO CERTIFYTiWT IS TRUE-Q CORRECT IOP OF ORIGINAL ! Date' - SArch Results for Map Page 1 of 1 Lorne About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Search Results Latitude: 27.3226 Longitude:-80.2896 ASCE 7-10 Wind Speeds (3-sec peak gust MPH*): Risk Category I: 148 Risk Category II: 161 Risk Category III -IV: 172 MR]** 10 Year: 88 MRI** 25 Year: 108 MRI** 50 Year: 120 MRI** 100 Year: 132 ASCE 7-05: 141 ASCE 7-93: 100 *MPH(Miles per hour) MRI Mean Recurrence Interval (years) Users should consult with local building officials to determine if there are community -specific wind speed requirements that govern. Download a PDF of your results iE Print your results WIND SPEED WEB SITE DISCLAIMER: While the information presented on this web site is believed to be correct, ATC assumes no responsibility or liability for its accuracy. The material presented in the wind speed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the wind speed report provided by this web site. Users of the information from this web site assume all liability arising from such use. Use of the output of this web site does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site(s) described by latitude/longitude location in the wind speed report. Sponsored by the ATC Endowment Fund • Applied Technology Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 • (650) 595-1542 http ://www. atcouncil . orglwindspeedlindex.php?option=com_content&view--articl a&i d=10... 12/6/2013 rtrrlz ru-. �r� -"'rf� e��y;F,,. `. n[ Td"c' yy +?. .'�r r �° M J7 'y✓i � - y +,.:" sr. .re:° ,V 1 1.r :- � � My.�_ �� ORKEW a k4 a Y 13`1"'r •�� i .� v t"i� /+. � i A s'� 4i4's' ... � 3. -.•. r �' K, xI.—My :. 4 r�''9y t�P � �� `�"'�_ ` y'> etr�• Y a' .,� .-_ '�°* ���r� � {. �k ssk��'�1 rz�,�� s' TA � i �t a. x r+ � k j��ti r",..i�, ''ram° tr ,�a, f � R r� �r 'w.as:: '�Tr� N�• - y 9 -i �"* • ^�r, � , ��`,.,x.: ria�y< ,, , �' k,:. „ ' ` 4OMWO.. .ti:!:a,,"e"`"yy^+' �s, ;. , �' fay. , r �'� _ . •. � F +asp. ; . ids v �•-� r s� Y� � � -Y' t(• �"'C" vet" a,° ��o �r�rt � ��s, � � r �y3 ay P©rf Strr�uci �L �A` � d.1SA ti. ta_ d ,.Lr r �`(�(�,, �� $ i�: i G ��ct�'� a•... 'E<sy�..+:" ,� 5� a-E � $r r ° 1 i'k �3�,. � e '6,.�y., '; t t". �;Rsa. �'+• i � �^J �4 e_t� 4t-�: ^' 7 ^ � ,'q_� � w x �rMs �'. _. �' � • ''�. F?"; -� .x ra d� a at!`es.iaGc s � 'S.Y�4 e ' �+ La �� �, '� ar"sR Jrt �n � � Frd 1 .a�`� _..1� •w.. m+r' n§' �'� ++�,*� , �. ' �j+ �1 �v` °�} r'-:r-€��s-, i^'rcr'" *y � f r.�v +sTr � -s �y :. 3 4' a` $ t+` , - E'pan f 12/24/13 Florida Building Code Online till ar.. FE,mm ,,,,ya., BCIS Home I Log in I User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Business's �ProductApproval Professibna� USER. Public User Regulation II✓!!hir�!}R1T!�lil� Product Approval Menu > Product or Application Search > Application List > Application FILE FL # Application Type Revision pA/l(J Code Version 2010 O rN�TINSS OR AI ACH Application Status Approved �j j�p� �p�yp��Je Comments T_ ft RGOPONSlB�L Uf HE Archived Product Manufacturer KAYCAN LTD Address/Phone/Email 1 Memorial Drive Richford, VT 05476 (406) 553-6818 Ext 0 alex.jovanovic@kpproducts.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Jovanovic Alex alex.jovanovic@kpproducts.com Alex Jovanovic 1 Memorial Drive Richford, VT 05476 (416) 553-6818 alex.jovanovic@kpproducts.com Alex Jovanovic 255 Summedea Road Brampton, NON -US 12345 (416) 553-6818 alex.jovanovic@kpproducts.com Category nel ails Subcategory Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method ICC Evaluation Service, LLC Architectural Testing, Inc. 12/31/2014 Robert J. Amoruso, P.E. Validation Checklist - Hardcopy Received FL12192 R2 COI ICC Certificate of Independence. pdf Standard Year AST M D3679 06a Method 1 Option C Date Submitted 02/17/2013 Date Validated 02/22/2013 " Date Pending FBC Approval 04/09/2013 Date Approved 04/09/2013 ��—�- wwwfloridabuilding.org/pr/pr app dd.aspX?pararr>=wGEU�/)quIQ4AUC%2TEHMINMLpuOkvzoijijfai°/p2fB9Nfi�l \tg%3d%3d 1/4 12/24/13 Florida Building Code Online FL # Model, Number or Name Description tf 12192.1 Board &Batten Single 7" Vertical Siding Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R2 II Kavcan Installation.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.2 i D-4 Avanti Double 4" Horizontal Dutch Lap 4 ' Limits, of Use Installation Instructions Approved for use in HVHZ: No FL12192 R2 II Kavcan Installation.odf iApproved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other! Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.3 D-4 Marquis I Double 4" Horizontal : Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R2 II Kavcan installation. ndf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A - Created by Independent Third Party: Design Pressure:.+70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.4 1D-5 Contessa Double 5" Horizontal Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R2 II Kavcan Installation.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A - Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed. only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.5 € D-5 Elegance ( Double 5" Horizontal'Dutch Lap Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R2 II Kavcan Installation.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: i Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.odf I capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.E D-5 Vertical I Double 5" Vertical i Limits of Use Installation Instructions i Approved for use in HVHZ: No FL12192 R2 II Kavcan Installation.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed I as per the manufacturers installation instructions. j 12192.7 i Lewistown Double 4-1/2" Horizontal Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R2 II Kavcan Installation.odf Approved for use outside HVHZ: Yes i I Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing ; FL12192 R2 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.8 Newport Single 6-1/2" Horizontal Limits of Use j Installation Instructions Approved for use in HVHZ: No E FL12192 R2 II Kavcan Installation.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: vAwvfloridabuilding.org/pr/pr_app dd.aspx?pai�-�+GEVXQwtDqul24AUC%2fEHMINMLpuOkvzoijijfai%,,�6ixDFUlocylg%3d%3d 2/4 y s r+ Lj a c r+ 3 Fasteners Fastener choices Use aluminum, galvanized steel, or other corrosion -resistant nails, staples, or screws when installing vinyl siding and soffit. Aluminum trim pieces require aluminum or stainless steel fasteners. All fasteners must be able to penetrate not less than 3/4' into framing or furring. Review your local building codes for variations that may apply to specific geographic areas Nails Nail heads should be 5116' minimum in diameter. Shank should be 1/8' in diameter. 110 min Y f 5!16" min. Screw fasteners Screw fasteners can be used if the screws do not restrict the normal expansion and contraction movement of the vinyl siding panel on the wall. Screws must be centered in the slot with a minimum 1132" space between the screw head and the vinyl. Screws must be able to penetrate not less than 3/4" into framing or furring and should be: • Size #8, truss head or pan head. • Corrosion -resistant, self -tapping sheet metal type. Fastener Vinyl siding Sheating New construction Residing Fastener Vinvl sidira Wood lap siding Fanfold undedayment Odainal sheeting Staples If staples are being used instead of nails or screws, they must: • Not be less than 16-gauge semi -flattened to an elliptical cross-section. • Penetrate not less than 3/4" into framing or furring. • Be wide enough in the crown to allow free movement of the siding (1/32" away from the nailing hem). / s Use of staples when installing siding KAYCAM"' '.. - Concrete or blocks Fastener Vinyl siding Fuming strip (3r4" i in.) Over concrete or blocs u General installation tips Important installation tips Before getting started, it is important to review several rules of thumb for vinyl siding application. The following rules, which come up throughout this guide, are critical for proper vinyl siding installation: The following are absolute "must -do's" for every siding installation: 1. Installed panels must move freely from side to side. Don't nail too tightly. Always allow a minimum of 1132" space between the back of the head and the nailing hem. Space fasteners 12" -16" apart on center. 2. When installing a siding panel; push up from the bottom until the lock is fully engaged with the piece below it. Without stretching the panel, reach up and fasten it into place. 3. When finishing the top of the wall perforate the cut edge using snap -lock punch approximately every 8", ensuring the "tabs" face outward. 4. Leave 114" clearance at all openings and accessory channel stops. This allows for normal expansion and contraction. When installing in temperatures below 40' F, leave 3t81' .. 5. DO NOT CAULK the space between the panels and the J-channel, outside and inside comers and any other trims. Do not caulk overlapping joints between siding panels. 6. NEVER NAIL THROUGH THE FACE OF THE SIDING! Face nailing is driving a fastener through the panel outside of the center of a nail slot. 7. Center fasteners in nail slots. Fastening at the end of the slot will cause permanent damage to the siding panel. If you need to lengthen the nail slot, you can do so with a nail -slot punch. 8. Drive fasteners in straight. Nailing at an angle will distort siding panels and cause buckling. 9. Be careful not to stretch panels. Apply slight upward pressure until the lock is fully engaged, then secure allowing panels to move freely without strain. 10. Overlap horizontal siding panels 1". Excessive overlap can restrict free movement and cause product failure. 11. Use fasteners long enough to penetrate a minimum of 314" into the nailable base. 12. In residina, furring or removal of uneven original siding may be necessary. 13. In new construction, avoid the use of green lumber as the underlayment. Keep in mind that siding can only be as straight and stable as what lies under it. nail driven do not I oo Bghtly face nail alla:ing for f expansion { { Nailing guidelines Position of fasteners drive nail straight { and level , { { / Materials Fasteners detail Sheathing/Backerboard Vinyl siding should be applied over a sheathing that provides a smooth, flat surface. Consult local building codes for sheathing requirements. Vinyl siding should never be applied directly to open studs without sheathing. As an alternative, installation of specific types of contoured foam undedayment for various styles of vinyl siding are available. Weather Resistant Barrier Vinyl siding should be installed over a continuous weather resistant barrier to stop the intrusion of incidental water. Consult your local building code for requirements in your area. Flashing Code -compliant flashing should be integrated with the weather resistant barrier and applied around windows, doors, and other openings. Flashing should also be applied to inside and outside comers, and the intersection of walls and roofing to prevent water infiltration. KAYEAIV ` Installing accessories Before the siding itself can be hung, a number of accessories must be installed first, including starter strips, corner posts, window flashing, trim, and J-channels over the roof lines. Starter trim • In order for the siding to be installed properly in a level fashion, the starter strip at the bottom of the wall must be level. • Determine the lowest point of the wall that will be sided: from that point, measure up 1J4" less than the width of the starter trim and partially drive a nail at one corner. • Attach a chalkline: go to the next corner and pull the line taut. • Make sure the line is level by using a line level or a 4' level. • Snap the chalkline and repeat the procedure around the entire house. • Optional method to determining the position of the starter trim in new construction and some residing applications: Measure down from the soffit at one comer of the house to the tot)ofo the,foundation and subtract 1t4" less than the width of the starter strip. Make a mark on the wall and record the measurement. Transfer the measurement to the other corner of the wall. Snap a chalk line in between the corners at the marks. Repeat the procedure around the entire house. • Using the chalkline as a guide; install the top edge of the starter strip along the bottom of the chalkline, nailing at 10" intervals. Allow space for the corner posts, J-channels, etc. • Keep the ends of starter trims at least 114" apart to allow for expansion • Nail in the center of the starter strip nailing slots. Notes: When using insuiationlbackerboard, fur the starter trim, if necessary, to accommodate thickness. For a vertical.siding starter strip, see vertical siding section. In certain situations, it may be necessary to use J-channel as a starter strip: remember to drill minimum 1i8" diameter vreep holes no more than 24" apart. Outside and inside corner posts • A water resistant material should be used to flash the inside and outside comers a minimum of 10" on each side before installation of the corner. • Place the comer post in position, allowing a 114' gap between the top of the post and the eave or soffit. • Position a nail at the top of the upper slot on both sides of the corner post, leaving a 1132" gap between the nail heads and the comer posts. The comer post hangs from these nails. • The balance of the nailing should be in the center of the slot, 8' to 12" apart, again leaving 1132" between the nail head and the corner post. This allows for the expansion and contraction to occur at the bottom. • The corner post should extend 314" below the starter strip. Make sure the posts are plumb (i.e., vertically straight). • If more than one length of comer post is required, overlap the upper piece over x I the lower piece by cutting away V of the nailing flange on the top piece. Overlap 3/4" 'h allowing 114" for expansion. This method will produce a visible joint between the two posts, "' t but will allow water to flow over the joint, I a 3 reducing the chance of water infiltration. outside comer splicing detail KAYCAN- Inside comer splicing detail Starter trim installation Starter trim at corners Starter trim and outside corner post .- Y3.aE�„x Y Starter trim and inside corner post 13 lam,' 4 14 Installing accessories Windows, doors and roof lies flashing The following instructions should be followed when applying window flashing to an existing window: • Apply a continuous bead of sealant adjacent to the sill of the existing window. For windows with nailing flanges, the sealant should be applied to the nailing flange in a manner that covers the nails and nail slots (figure A). • Apply a minimum of 9" wide horizontal sill flashing level with the bottom edge of the existing window by pressing the flashing into the sealant bead at its top edge. • Cut the sill flashing long enough to extend a minimum of 9" beyond each jamb. • Fasten the sill flashing at the bottom and side edges (figure B). • Apply a continuous bead of sealant adjacent to the side jambs of the window. . For windows with nailing flanges; the sealant should be applied to the nailing flange in a manner that covers the nails and nail slots. • Continue the bead of sealant at the jambs vertically a minimum of 8112" above the head of the window to allow for bedding the top portion of the jamb flashing into sealant in the next step (figure C). • Install the jamb flashing by pressing the flashing into the sealant beads at the s window jambs. Extend the bottom edge of the jamb flashing approximately 1i2" 8'min short of the sill flashing edge, and extend the top edge approximately 81I2'" beyond the head of the window; where the head flashing will be placed next (figure D). • Fasten the jamb flashing along the edges further most from the window. 8 t "mi: • Apply a continuous bead of sealant adjacent to the head of the installed window. For windows with nailing flanges, the sealant should be applied to the nailing flange in a manner that covers the nails and nail slots (figure E). • Install the head flashing by pressing the bottom edge of the flashing into the sealant bead previously applied across the mounting flange. • Extend the ends of the head flashing approximately 10" beyond the jamb flashing at each end. Fasten the head flashing into place along the top edge (figure F). Note: Sealant should be compatible with window, flashing, and weather resistant barrier materials. Contact sealant manufacturer forjob-specific recommendations. 9M UT i 01,42° min 3 UT min ,e D Flashing new window installations Refer to window manufacturer's instructions and ASTM E211 Z Standard Practice for Installation of Exterior Windows, Doors and Skylights for the proper flashing installation method for the window type and wail configuration on the project. �A T figure B ire F KAYCA/1 " Installing accessories J-channel installation J-channel is used around windows and doors to receive the siding. Follow the steps below when applying trim. • Cut and bend the tab of the top piece of J-channel down to provide flashing over the side J-channel. • Fold the bottom end of the side piece of J-channel inward at the bottom of the window, to fit over the existing J-channel to prevent water, from entering under the sill. • Cut the side J-channel members longer than the height of the window or door; and notch the channel at the top. • Miter cut the free flange at a 45' angle and bend the tab down to provide flashing over the side members. A similar miter and tab may be provided at the bottom of the window; depending on the sill's condition. The J-channel should fit snug to,the window. • To trim the bottom of windows, and at the eave, J-channel can be used with the undersill molding inside the J-channel. The J-channel and undersill combination will secure the cut siding panel and help to keep the alignment straight. Dual undersill molding combines both functions into one part. Cut and secure dual undersill similarly to using J-channels. .-channel over roof lines Install the flashing before the J-channel to prevent water infiltration along the intersection of a roof and wail. • Keep the J-channel approximately 1 i2" from the roof line. Chalk a straight line up the roof flashing to guide J-channel installation. Tip: You can use another J-channel laid over the shingles as a spacer to create the straight line desired. • Overlap the J-channel (lapping the upper piece over the lower piece) if it is necessary to use more than one piece. • Extend the J-channel past the edge of the roof, channeling water into the gutter; in order to ensure proper runoff. • With dark shingles, or a south or west exposure, it is recommended to either use a metal J-channel or to install the vinyl J-channel as far away from the roofing as is aesthetically acceptable, having first ensured that there is sufficient flashing behind the J-channel to prevent water infiltration. • Fasten the nail, screw, or staple that is closest to the roof line at the far end of the nail hem slot, to ensure that siding will expand away from the J-channel. Note: Vinyl J-channels should not be in direct contact with roofing shingles, since the shingles may transfer enough heat to the vinyl J-channel to cause its distortion. J-channel installation in a gable Before applying siding to the gables, the J-channel should be installed to receive the siding at the gable ends: • Where the left and right sections meet at the gable peak, let one of the sections butt into the peak with the other section overlapping. • A miter cut should be made on the face flange of this piece for better appearance. • Fasten the J-channel every 8" to 12'. • If more than one length of J-channel is required to span a wall surface, be sure to overlap.the J-channels by 3/4'. KAYCAN'" Window detail ralnt�b- M 3141 i a Installation in a gable Corner detail A- Square corner ain tab low �fj Comer detail B - Mitered comer rtof LShlrg-dhannee Installation over roof line 15 •3 ID Horizontal siding installation Installing pani�Is • The first course (row of panels) should be placed in the starter trim and securely locked along the entire length of the siding panel. Make sure the panel is securely locked before fastening. • Fasten the panels in the center of the nailing slots. Allowance should be made for expansion and contraction by leaving a 114" gap between the siding and all comer posts and channels (increase to N" when installing in temperatures below 4b' F. If the panels are 20 feet or longer, increase the gap to 3/8". • Do not drive the head of the fastener tightly against the nail slot. Leave 1132' between the fastener head and the vinyl (about the thickness of a dime). • Do not force the panels up or down when fastening. Panel locks p' should be fully engaged; however, the panels should not be under vertical tension or compression when they are fastened. Wnat t stdnertrm 1 • Since vinyl siding moves as the temperature changes, make ram-m- *fit certain that the vinyl panels can move freely in a side -to -side direction once fastened. • Check every fifth or sixth course for horizontal alignment. Also check siding alignment with adjoining walls. • When panels overlap, make sure they overlap by one half the length of the notch at the end of the panel, or approximately 1°. • Stagger -the siding end laps so that no two courses (rows of panels) are aligned vertically, unless separated by at least three courses (rows of panels). • Always overlap joints away from entrances and away from the point of greatest traffic. This will improve the overall appearance of the installation. Fitting siding around. fixtures Use a commercially available trim ring to fit siding to a penetration such as a faucet or railing attachment, following the manufacturer's installation instructions. If a commercial trim ring is not available for the application,. refer to the figure below, which illustrates how to fit the siding to the penetration. In addition, the following tips are suggested: • If hand -fitting to the fixture; always begin a new course of siding at the fixture to avoid excess lap joints. • Cut an opening 1 /4" bigger than the fixture or the trim ring. • When cutting, match the shape and contour of the obstruction. `o c, I iH I 1H _ Triming pieces for faucet t�::�ir-rtant b�raa�r Installing the first panel 114' J-channel detail Siding panel overlap KAYCA/V Horizontal siding installation Fitting under windows To mark the _section to be cut, perform the following: • Hold the panel under the window and mark the width of the window opening on the panel. Add approximately 1/4" to both sides to allow for expansion and contraction of the siding. These marks represent the vertical cuts. • Lock a small piece of scrap siding into the lower panel next to the window, This will be used as a template for the horizontal cuts. Mark it 114" below the sill height. • Transter the horizontal measurement to the panel, which will be installed under the window. Measurement may not be the same on both sides of the window. • Cut the panel with tin snips and a utility knife. The cut panel is now ready for installation under the window. Perform the following: • Using a snap lock punch, punch the vinyl siding along the cut edge every 6" so the raised tab is on the outside face. • Install undersill trim under the 'window, as a receiver for the cut siding. Undersill trim is used any time the top lock has been removed from the siding. Furring may be needed to maintain the face of the panel at the desired angle. • Install the siding panel, making sure the tabs (from the snap lock punch) lock into the undersill trim. Sideway flashing at roof lines • Install the siding panel, making sure the tabs (from the snap lock punch) lock into the undersill trim. • Run the siding until the last full course under the roof area. • Cut a diverter from aluminum trim sheet, making sure it sits on the nail hem of the last full course. • Also make sure to slip it behind all J-channels and roof flashing (similar to flashing the bottom of window detail). • As an alternative to the diverter, create a "kickout" from metal flashing. t; • Cut the next piece of siding, making sure the vertical lap falls behind the roof flashing and roof J-channel. • Cut a small piece of siding that will be placed on top of the previous piece of siding and sits in the roof J-channel. • Install the remaining course of siding. Water running behind the panel will be directed by the diverter into the butt of the panel, draining out in the weep holes. Note: "Kick -out flashing" is an additional flashing strip that extends beyond the edge of the fascia that is required in some cold -climate localities. KAYCAAC Pleasuring the width of the section to cut Pleasuring the height of the section to cut i Installing the top panel Side wall flashing self -adhering -membrane out €cashing IE Kickout flashing 17 3g 2 Horizontal siding installation Under cave installation • Nail undersill trim along the top of the wall, flush with the eave of the house. Furring may be necessary to maintain the proper pitch of the topmost siding panel. Should more than one length of undersill trim be required, make a splice as shown by cutting away V from the back of the undersill trim and lapping the sections, leaving a 1/4" space between nailing strip sections. • If topmost siding panel is trimmed near the butt leg, an undersill trim alone may not be sufficient. • Either combine an undersill trim inside a J-channel, or use an undersill trim molding to hold the siding panel firmly. • A dual undersill trim molding replaces the need for both a J-channel . and undersill molding. Simply place the snap -lock punched top panel in the appropriate receiving pocket to keep the proper siding angle. • Another alternative to finishing the top panel of a wall is to use a frieze plate and crown molding. Secure frieze plate (either with or without a soffit receiver), no more than 16" on center. Allow 1/4" between adjoining frieze plates. • Using a nail slot punch, create nail slots every 12" -16" in the top panel of siding and secure normally. Finish the application by cutting crown moldings to length as needed, and snapping them into the frieze plate receivers. Fitting and installing top siding panel • Measure and cut siding panel to the desired length. • Determine how much of the top panel must be removed by measuring the distance between the top of the undersill trim and the lock of the panel below, and subtracting 1/4". Be sure to measure several times across the wall as the dimension could change slightly. • Cut the top siding panel to proper height, removing the nailing strip. • Using a nail slot punch, create nail slots every 12' -16" in the top panel of siding and secure normally. • Finish the application by cutting crown moldings to length as needed, and snapping them into the frieze plate receivers. X a$c%ii sio( C i Set pnd Top panel installation using dual undersill trim Top panel installation using frieze plate and crown mold Last full siding panel on the top of the wall r RUT 1114' Splicing of the undersill trim Measuring the height to cover r i cNauny a is wN Nand Installing the top panel KAYCAJV' 01 01 12/23/13 Florida Building Code Online It UZ =1onda D-- xlrtnne, (?•;- BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats & Facts Publications _ FBC Staff BCIS Site Map Links Search Business' b Product Approval ProfessibnalUSER: Public User Product Approvai Menu > Product or Application Search > Application List > Application Detail lX ixa L F# S 0 - �• .. Application Type', � , - 0 Revision Py Code Version 2010 L C - Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafeJre@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc Category 51. MM:l Subcategory o • �. 1K.f Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. Referenced Standard and Year (of Standard) Standard AAMA/W DMA/CSA/101/I.S.2/A440-08 ASTM E 1300-04 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/30/2012 Date Validated 10/31/2012 Date Pending FBC Approval Date Approved 11/04/2012 Year 2008 2004 wmv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE RDquegl%2bT71%2fFl%2fOITbyZMeYUaDT1VHimf. _'Ljn3g6CGQ%p3d%3d 112 12/23/13 Summary of Products Florida Building Code Online FL # Model, Number or Name ............... -....... _......__._....._............. _..._.......... -.._... HS-820 PVC Horizontal Slider Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation instructions for size and DP.Glass complies with ASTM E 1300-04. Me Description -.... ...... .... .......... ......... ......................... __......... ............ -.._.._................................... ..... HS-820 PVC Horizontal Slider, Non -Impact. Certification Agency Certificate ' FL15802 R1 C CAC CAR 138-1035.Ddf FL15802 R1 C CAC CAR 138-1036.Ddf FL15802 R1 C CAC CAR 138-1050.1)df Quality Assurance Contract Expiration Date 06/20/2016 Installation Instructions FL15802 R1 II CWS-814A (HS-820. Non-Impact).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL15802 R1 AE Eval Rep CWS-814A (HS-820, Non-Imoact).pdf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this 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, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an email 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 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: RM SL'GliE'ItY'�&i;'1'tiTC4' is mmpv.floridabuilding.org/pr/pr_app dd.aspVpararrr-wGEr utDquegl%2bT71%2fFl%2fOlTbyZMeYUaDT1VHim J ELjn3g6CGQ%3d%3d 212 HORIZONTAL SLIDER ELEVATION (NON -IMPACT) (SHOWN W/ DIFFERENT OPTIONS) 1/4" MAX OVERALL FLANGE WIDTH 74' MAX UNIT WIDTH E G � 7 8 j I 1- 36 5/16" MAX SASH WIDTH OMAX VERALL F II I� 33° GLASS DLO I � 33" GLASS FLANGE HEIGHT I 6 j O I 58 13116 j 56 1/4" X I I 59 91/16" MAX I GLASS I GLASS I MAX UNIT DLO DLO SASH HEIGHT HEIGHT I I /l^ 75 1/4" MAX. OVERALL FLANGE WIDTH �J-- �74°MAX UNIT WIDTH-{ 36 5/16" MAX SASH WIDTH-j -- -- -- MAX SIZE W/ STD MTG 33" GLASS DLO 33" GLASS DLO v ���� MOW 1. I I 69 13116" I Y 67 114" I I 76 9/16' MAX O GLASS I „ GLAS MAX UNIT DLO DLO SASH HEIGHT I I I HEIGHT 75 114" MAX OVERALL FLANGE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 ANCHOR SCHEDULE & NOTES .......... 2 DP CHARTS & GLAZING DETAIL........3 SECTION VIEWS & ALT FRAME .......... 4 EXTRUSIONS & B.O.M.........................5 INSTALLATION DETAIL .......................6-8 PVC NON -IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O/X" & "X/O'. 4. DESIGN PRESSURE RATING (SEE SHEET 3): -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. I 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION HS-820. 9. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. Lucas Turner 2012-10-26 10:28-04:00 I LUCAS A. TURNER, FL P.E.58201 A ADDED FIN UNIT 11171 ��� 111� lf�! MAX SIZE w/ HD MTG RAIL No 58201 °:�A DESIGN PRESSURE RATING FLANGE ONLY+/-45 xz '13 : STATE OF 141 PROPRIETARY AND CONFIDENTIAL 10/26/2012 TION IS THE SOLE PROPERTY OF STHHE TOM' �i T °•'C �_', ,' WINDOW SYSTHE TEMS,INC. ANY REPRO UOC ONINOPART OR AS A WHOLE WITHOUT �� ssl�n rf.;,+��``` WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED, I�iI�IIIII/1 10/6112 D, `r� WINDOWS & DOORS 1900 SW 44TH AVE. . OCALA, FLORIDA 34474 GENERAL NOTES & ELEVATIONS - NON IMPACT 3[itiE;i: iFA'rJN F3'r: )ATE' 820 AIDE O7l2D/2012 HORZ. SLIDER 'VALE': NTS 'Yrc. ro. CWS-814 cv. La•TTi;:H: q 4" 8" 0. 4° MAX I —�--8" MAX O.C. (TYP) -- —' — —' 'MAX MAX I I I OI I I I I I v I I a I I I I I I I D fJ ANCHOR LAYOUT- (FIN) THRU FIN (WOOD OPENING) 11.60 DP MAX O.C. SEE NOTE 7 3 A 6" MAX — I — E 3" @ MTG RAIL MAX O.CI 6" MAX 3,-3° @ MT RAIL�MMAI 21°M •CI �'j — — — — — I 21" MAX 0. C. I L O I I v I I O I ^ I _ I I I 1 I I I B I I a I B I C I C a A --- egag it AN E THRU ANCHORLAYOUT- (FLANGE) THRU FRAME (MASONRY. METAL. OR WOOD OPENING) •145 OP NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. 2. SHIM AS REO AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4" FOR MASONRY OR WOOD, AND 118° FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3/16" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2", IN ANY DIRECTION, SHALL BE ACHIEVED. 5. #10 WOOD SCREW WITH INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8°, IN ANY DIRECTION, SHALL BE ACHIEVED. 6. #10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7. #10 WOOD SCREW WITH INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 318", IN ANY DIRECTION, SHALL BE ACHIEVED. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT LUCAS A. TURNER, FL P.E. 58201 A ADDED FIN UNIT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10INSTALLATION M N MUMANCHOR EC FIIC GITIES FOR RAVITYY OF GPRODUCTS0.55 (SOUT HERN IN ARE RN PINE OBASED GR ATER) SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ♦♦♦♦P� �piDER s A. WOOD SEE NOTE 2 INSTALLATION ANCHORS TYP 10/6112 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2,846 PSI. �♦ G ; • 4� F ',Z 01 WINDOWS & DOORS C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90. v NO 58201 �'�-P 1900 SW 44TH AVE. D. ALUMINUM - 1/8° THICK MIN., 6063 T5 MIN. OCALA, FLORIDA 34474 E. STEEL -.060" THICK MIN., 33 KSI MIN. yF' ; * z V7 2' ^ ANCHOR SCHEDULE 8 NOTES -NON IMPACT 11. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH � STATE OF °W . THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: r� 0 '. 46 �Er21Ca. 820 �hANh Df' AIDE'ATE 0712012012 FMA/AAMA 100 (FIN WINDOWS), PROPRIETARY AND CONFIDENTIAL 10126/2012 i��AN • ,'0'i P°: �2♦.� FMA/AAMA 200 FLANGE WINDOWS), i tC 0 R S _` ♦ dUOEL: '�.nLF:: 1;�eG. t10. FMAIAAMANJDM(A9 OEIXTERIORDOORSJ. WRITTEN PERMISSION U TOMWINDOWSYSTEMS,OINC.SSPROHIIFII PROHIBITED. ", Z/ONA� �'`►Q,♦ HORZ. SLIDER tE. II I' -I` ANTS ,-L,T, 2WOF-814 Design Pressures (PSF) with Glass Types A or B w/ HD MTG RAIL Unit Unit Widths (in.) eights(in. 23 1/2" 27 1/2 31 1/2 35 1/2 39 1/2 43 1/2 47 1/2 51 1/2 55 1/2 ., •.,.,.59...1/2 ....'. Q 67 112 71 1/2......., 74 35 1/2 +55.0/-67.5 +55.0/-67.5 +55.01-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0 1-67.5 +55.0 -67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-61.1 +54.1/-54.1 +48.21.48.2 +45.1/-45.1 39 1/2 +55.0/-67.5 +55.0/-67.5 +55.01-67.5 +55.0/-67.5 +55.0/-67.5 +55.0 /-67.5 +55.0/-67.5 +55.0 -67.5 +55.01-67.5 +55.0/-67.5 +55.0/-61.1 +54.1/-54.1 +48.2/-48.2 +45.01-45.0 41 112 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.01-67.5 +55.0/-67.5 +55.0/-67.5 +55.01-67.5 +55.0/-67.5 +55.0 1-67.5 +55.0/-61.1 +54.1/-54.1 +48.2/-48.2 +45.01-45.0 43 1l2 +55.0 -67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.01-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.01-67.5 +55.0/-67.5 +55.0/-61.1 +54.1/-54.1 +48.2/-48.2 +45.0/-45.0 47 1!2 +55.0I -67.5 +55.0 /-67.5 +55.0 /-67.5 +55.01-67.5 +55.0I -67.5 +55.0 /-67.5 +55.0 /-67.5 +55.0 /-67.5 +55.01-67.5 +55.0 /-67.5 +55.0 /-61.1 +54.1 /-54.1 +48.2 /-48.2 +45.01-45.0 51 112 +55.0 1-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0 1-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.01-67.5 +55.0 1-67.5 +55.01-61.1 +54.1/-54.1 +48.2/-48.2 +45.01-45.0 53 1/2 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0 -67.5 +55.0 1-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0 1-67.5 +55.01-61.1 +54.1/-54.1 +48.2/-48.2 +45.01-45.0 55 1/2 +55.0 1-67.5 +55.0/-67.5 +55.0 -67.5 +55.0/-67.5 +55.0 -67.5 +55.01.67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-61.1 +54.1/-54.1 +48.21-48.2 +45.0/-45.0 59 1 +55.0/-67.5 +55.01-67.5 +55.0/-67.5 +55.0/-67.5 +55.0 -67.5 +55.0/-67.5 +55.0 1-67.5 +55.01-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-61.1 +54.1/-54.1 +48.21-48.2 +45.0/-45.0 2 +55.0/-67.5 +55.01-67.5 +55.0/-67.5 +55.0/-67.5 +55.0 -67.5 +55.0/-67.5 +55.0 1-67.5 +55.01-67.5 +55.0-/-67.1 +55.0/-63.9 +54.1/-54.1 +48.2/-48.2 +45.0/-45.0 65 1/2 +55.0/-67.5 +55.01-67.5 +55.0/-67.5 +55.0 1-67.5 +55.0 -67.5 +55.0 1-67.5 +55.0/-67.5 +55.01-67.5 +55.01-64.5 +55.0/-61.4 +55.0/-58.6 +54.1/-54.1 +48.21-48.2 +45.0/-45.0 67 1/2 +56.01.67.5 +55.0/-67.5 +55.0 1-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0 1-67.5 +55.0/-65.7 +55.0/-62.1 +55.0/-59.0 +55.0/-56.4 +54.1/-54.1 +48.2/-48.2 +45.0/-45.0 71 1/2 ......... .. . +55.0/-67.5 +55.0/-67.5 +55.0 1-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-65.3 +55.01-61.2 +55.0/-57.8 +54.91-54.9 +52.3/-52.3 +50.11-50.1 +48.2/-48.2 +45.0/-45.0 74 +55.01.67.5 +55.01-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.3 +55.01-62.6 +55.01-58.7 +55.0/-55.4 +52.5/-52.5 +50.1/-50.1 +47.91-47.9 +46.1l-46.1 +45.0/-45.0 Design Pressures (PSF) with Glass Types A or B w/ STD MTG RAIL Unit Unit Widths (in.) eights (in.' 23 1l2 1 27 1l2 31 112 35 1/2 39 1/2 43 1/2 47 1/2 , 51 1f2 55 1/2 59 1/2 63 1/2 67 1/2 71 1/2 74 • 35 112 +60.0/-90.0 +60.01-90.0 +60.0/-90.0 +60.01-90.0 +60.01-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0I-81.5 +60.0/-72.1 +60,01-64.3 +60.01-60.1 39 1/2 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.01-90.0 +60.0/-90.0 +60.0/-90.0 +60.0I-81.5 +60.0/-72.1 +60.0/-64.3 +60.0/-60.0 41 1/2 ..................... +60.01-90.0 +60.0/-90.0 +60.01-90.0 +60.01-90.0 +60.01-90.0 +60.0/-90.0 +60.07-90.0 +60.01-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-81.5 +60.0/-72.1 +60.0/-64.3 +60.01-60.0 43 1/2 +60.0/-90.0 +60.0/-90.0 +60.01-90.0 +60.0/-90.0 +60.01-90.0 +60.01-90.0 +60.0/-90.0 +60.01.90.0 +60.0/-90.0 +60.01-90.0 +60.0/-81.5 +60.0/-72.1 +60.01-64.3 +60.01-60.0 47 1/2 +60.01-90.0 +60.0l-90.0 +60.0/-90.0 +60.0l-90.0 +60.01-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-81.5 +60.01-72.1 +60.01-64.3 +60.0/-60.0 51 1/2 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.01-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.01-90.0 +60.01-90.0 +60.0/-81.5 +60.0/-72.1 +60.0/-64.3 +60.0/-60.0 .....-.................... 53 1/2 +60.0/-90.0 +60.0/-90.0 +60.01-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.01-89.8 +60.0l-86.0 +60.0/-81.5 +60.0/-72.1 +60.0/-64.3 +60.01-60.0 55 112 1 +60.01-90.0 +60.0 /-90.0 +60.0 L90.0 +60.0 /-90.0 +60.0 /-90.0 +60.0 /-90.0 +60.01-90.0 +60.0 L90.0 +60.0 /-85.5 +60.0 /-81.7 +60.0 /-78.5 +60.0 /-72.1 +60.0 /-64.3 +60.01-60.0 59 1/2 +60,0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0l-90.0 +60.0/-85.0 +60.0/-85.0 +60.0/-82.3 +60.0/-78.0 +60.0/-74.4 +60.01-71.3 +60.0/-68.7 +60.0/-64.3 +60.0/-60.0 63 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-82.0 +60.0/-81.4 +60.0/-76.5 +60.0/-72.5 +60.0/-69.0 +60.01-66.0 1 +60.0/-63.5 +60.0/-61.2 +60.0/-60.0 7/8" OVERALL 3/16" ANNEALED f-; 1/2" AIRSPACE-3116" ANNEALED 1/2" GLASS BITE GLASS TYPE A NOTE: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 552 OR GLAZE "H" -718" OVERALL -___7-3/161. TEMPERED -1/2" AIRSPACE 3/16" TEMPERED 1/2" GLASS BITE SIK'AFLEXOR PURFECT 552 ZEPURFECT GLAZE°H" F-1 GLASS TYPE B z� PROPRIETARYAND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 5620, A I ADDED FIN UNIT 10/6/12 SAD RE 4, -*Jo, `�SGP,.��Gr�s�•.,pZL. WINDOWS No 58201 'A 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ` ;lilt- r1: Ir DESIGN PRESSURE CHART / GLAZING - NON IMPACT STATE OF F :FRIES: 1tiA'WN i3 �: ITE' :�0�•° p 1 ; _�` 820 AIDE 07/20/2012 R ao;;E:.: HORZ. SLIDER ` 1:1 Aw". No. CWS-814 r�rA%- rS�ONe;:.v. Lr:'r'i ,r,: q ;:;c•;c: 3 OF 8 EXTERIOR INTERIOR SECTION A -A TYPICAL VERTICAL SECTION INTERIOR SECTION B-B TYPICAL HORIZONTAL SECTION STD MTG RAIL VALID UPTO 63" TALL HD MTG RAIL SECTION C-C TYPICAL VERTICAL SECTION HD MTG RAIL REQ'D ON HEIGHTS OVER 63" NOTES: ITEMS 11,12,14,15-18 ARE USED BUT NOT SHOWN FOR CLARITY. PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS SECTION D-D ALTERNATE FIN FRAME ADDED FIN UNIT 1016/12 �::;:.:I WINDOWS & DOORS SW 44TH AVE. .A, FLORIDA 34474 SECTION VIEWS / ALT. FRAME - NON IMPACT 820 "HA'JNBY: ADE 'ATE 07/20/2012 HORZ. SLIDER C ALE.: NTS 'WG. NO. CWS-814 Rimv. LEI I'r:r:: q 4 OF 8 Rem# Part# Description Vendor Material 1 K6000 Main Fr., w/Rg., PVC, Head Mkron P/C 2 MOOD Main Fr., w/Rg., PVC, Si0 Mkron P/C 3 H-6000 Main Fr., w1Rg., PVG Jb. Mkron PVC 4 K1497 Reinf. Sash Meet. Rail Keymerk Aluminum 6 HI-1681 Alum HD Meet. Rail, Fxd. Keymark Aluminum 7 FI-1836 Alum Meet. Rail, Fxd. Keymark Aluminum 8 H-6004 I Sash Top/But. Rail Mkron PVC 9 I46027 Sash Meet. Rail, P/C Mkron PVC 10 H-6028 Sash Rill Rail, PVC Mkron PVC 11 FL3029 Screen FLIT tab Hurley Steel 12 P-3033 Screen Spring Hurley Steel 13 P-3113 Screw Support, PVC Tearrf8astics Rubber 14 P-3114 #8 x 2" R1 Truss EMS @ Mg rail Fastenal Steel 15 P-3218 Screen frame RaScreen Aluminum 16 R3228 I Screen Spline Dapa 17 R3321 Screen Corner Key M&M Nylon 18 R3342 Seam Sealer, SM-5504 Schnee 19 P-3352 Set. Elk., 85 Dur., 118" x 718" x 2" Lg. FrankLow a Rubber 20 P-3429 Wstp., 0.270 x .187 back RnSeal, Gray Utrafab 21 F'-3541 #8 x 1/2" Ph PH Tek @ roller Fastenal Steel 22 R3760 48 x 7/8" Ph Rat SIAS, Wht. @ lock Fastenal Steel 23 P4479 Weep Cover w/Flap M&M Nylon 24 R4707 Cam Lock Lawrence Nylon 25 P4779 Roller, Tandem M&M Nylon 26 P-4959 Wstp., 0.420 x .187 back RnSeal, Gray Utrafab 27 S-1498 Reinforcement, Sash, BtrNSide Rail Keymark Alurnum 28 S-6005 Roller Track Mkron PVC 29 S-6013 Scrn. Adapt., w! Nib, PVC Mkron PVC 30 S-6063 MTG Rail End Cap Mkron PVC 31 S-6064 Glazebead Mkron PVC 32 S-6077 HD MTG Rail End Cap Mkron PVC 33 GLASS See Sheet 3 34 SikEflex 552 or FLrfect Glaze "H' Henkel / Truseal 35 K6000A I Main Fr., w /Fn., PVC Mkron FNC 2 NOTES: ITEM 5 IS NOT USED ON THIS PRODUCT. ALUMINUM EXTRUSIONS ARE 6063-T6 MATERIAL. PVC MAIN FRAME - 6000A 2 31/8" -{ — F� 1 15/16" 1 2 3 314" 1116„ 1 W8" n�-J � I LI � 10 PVC MAIN FRAME - 6000 PVC SASH PULL RAIL - 6028 2 3/16" ILIF1116" PVC SASH MTG. RAIL-6027 FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDE 1 1 3/16" 14 7 5/8" 7 ^ 4 n�J 1 5!8" 1" 1/16" 2 1/8" ALUM REINF. SASH RAIL-1497 FIXED MEETING RAIL -- SCREWED TOGETHER WITH PVC SASH SIDE RAIL-6004 1!4" ALUM STD. MTG. RAIL-1836 OUTERFRAME (#14-QTY2) 1 118" 31 � 1/1�30 1 5/16 1 "ij �..........n 7/ 15116° 1/16" 28 _ 3/�8"" PVC SCREEN CATCH - 6013 PVC GLAZING BEAD-6064 �-.-."�-9/16" PVC ROLLER TRACK-6005 PVC MTG RAIL COVER-6063 3/4 I-•-2 3116" 3 1/8" 416 27 - 32 t 1 s/, 6" ALUM REINF. S.B.R./S.S.R. - 1498 PVC MTG RAIL HD-COVER-6077 L ALUM HD MTG RAIL-1681 1 1/2" —�{ r r L� I 3" 0 13 1/16" SCREW SUPPORT-3113 LUCAS A. TURNER. FL P.E. 58201 A ADDED FIN UNIT 1016/12 vvv.0 AORE��fi A� ' W 'Q�P� •�\O•5,:•.�P�✓ram k,,"�;,'. WINDOWS & DOORS 3 W r No 58201 . -P 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS / B.O.M.- NON IMPACT Z° 9 L $TATE OF : �/� :GRiES: 1HA'rYty by! PAT'— :O �+ 820 AIDE 07/20/2012 PROPRIETARY AND CONFIDENTWL 10/26/2012.�4 O R t�P.•��,� hCOC::.: ;t:i11.t@: )i'dG. Ai(r. THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM I� S .... ..,..... ���\ HORZ. SLIDER 1:2 CWS-814 WINDWRITTOW SYSTEMS, INC. EN PERMISSION OF ANY WINDOW SYSTEMS, INC. IS PROHIBITR ASA WHOLE ED. THE II**fsk"'NA' �,*��\ 't(; �� (;:'I"1't:IZ: A ;i iC::: T': it 5 0 F 8 SEALANT BETWEEN BUCK Afd1) OPENING OTHER-, 2-1/2! MIN. EDGE DIST. Iq i CONCRETE -MASONRY BY OTHERS -c FINISH- )0 PERIMETER SEALANT- SY NS' IALLER SEALANT 13EHINO, FLANGE. We INSTALLER IlLC MIN. EMBEDMENT BY [CI INT Effl' OR, f7jNjS+j BY OTI iER$ 1 E.ty BUCK ' BY OTHERS L [A! 1/4" MAX. SHIM [BI 1/4" MAX. SHIM [BI INSTALL. AI IONANCI IOR. V "DiAl. MASONRY SCREVV T E il"M $,il SUPPORT 4 1 1/4" MIN. EMBEDMENT (C) 1 4 2 1/2" MIN. EDGE DIST, ICI iNVTAIJ..f0iC)N AN(.110R. DIA. THRU SCRE',41 SUPPOP.'; SEALANT UNIX H vif..7.AD GY I NsTA SEALANT BEHIND—- -IN'TAI iATION ANCIIHOR,3.116'101A. tOASONRY SCREW we NEQPRENE. Ft BY BACKED IWASHE41 THRU SCREW 1/4" MAX. SHIM PERIME7 ER SEALANT [BI BY INSl I ALLER O BUCK BY01HE: f2S VII NA I STALLER rB­,HORIZONTAL SECTION EXTERIOR FIINISi I �BFRAME (MASONRY) F3Y OTHERS SFALAIN'l UNDER SCREW HEAD bYINS 'IAI.Lf.R 0 7 1 fE. R5 1 3/8" MIN. EMBEDMENT--[--] JDJ 114" MAX. SHIM 718" MIN. EDGE DIST. IDI % $—A-- INS FALLA F]ON A14CI (OR. 4 1 OWOOD SCIRPh"OVITI-I INTEGRATED WASHER THRU "Cis 'J c ;-'J 1. k ) .2 BY WOOD BUCK BY OTHERS JAI 'SEALANT' BEHIND FLANGE BY INSTALLER SEALANTBILTV.'l-.'.w.N BLICK AND OPENING BY OTHF:11­1 PER11,0E ",EALANT EXTERIOR FINISI I SY (117-1 ir-RIS HORIZONTAL SECTION FRAME (WOOD) 316" Olk SEALANT8EHINDFLANGE- SiAll" ­­­ r f3Yr4 ITALLER FIERIM.El FIR SEALANT 1/4" MAX. SHIM IBI BY INS TALLER O EXT v..RIQR FINISH BY 1 1/4" MIN. EMBEDMENT ICI 2 1/2" MIN. EDGE DIST. (C) REFERENCE NOTES: A SEE NOTE 9, SHT 1 B SEE NOTE 20, SHT 2 C SEE NOTE 4, SHT 2 0 SEE NOTE 5, BHT 2 EX'I EMOR FINISH ("Or"GRE, Eel L.TERNAT&PRE AST SILL DETAIL D '.'.0 0 T H E F Z • BY 0'r I . RZ . > SILL Sl 001. E A PC M (M 0. Y) By (.�THERS LUCAS A. TURNER, FL P.E. 58201 AJADDED FIN UNIT 10/6/12 ... . . .................. . ',*-E SOLID WOOD C;UFIPORT TO MANt SItl LEVEL Sy OT; jAIDREW t/I'Is, WINDOWS & DOORS —1114"MIN. EMBEDMENT No 58201 'P 1900 SW 44TH AVE. CONGRI."Flf BY OTHERS L ICI OCALA, FLORIDA 34474 I if GH STREN GTl I . . ........ ................ . .... . .. . . 2 1/2" MIN. EDGE DIST. [CI it �- 1). ' STATE OF 41 INSTALLATION DETAIL THRU FRAME - NON IMPACT 1 URAft G:: J 1 BY RS 12�;7_ 10/26/2012 1, 0 V-�♦ S E R EO: 820 Xxiv rq BY: AIDE -1, E' 07/20/2012 VERTICAL SECTION PROPRIETARY CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWINGISTHE SOLE PROPERTY OF CUSTOM 4 0 A � V...' ... ... 0 "ICOEL: HORZ. SLIDER SCALE; NTS CWS-814 FRAME (MASONRY) WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE ASS 10 .... _6 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, PROHIBITED. el " t *.Al. LE-. I I EK: A F"HEC 1: IT 11 it, 6 OF 8 PERIMETER BY INSTALL-' SEAI...AN'T BE BY INST ALLI SEALANT BEHIND FL. BY INS i ALLER PF:RIME'iT ER SEAL.AN1' FlY INSTALLER VERTICAL SECTION 7 [GI V MAX SHIM ....... .i.I..AT10N ANCHOR'.?_10 S6REW IEI ".I IUN ,N(:t11JK. zw 'MAX. SHIM E'%RIh1Er.'fEdR BY iNST.ALLE SEALANT BE. ...._ .... ..._.. BY INSTALLER S T ALLAT ION ANCHOR, i) SCF;E'vN I HORIZONTAL SECTION REFERENCE NOTES A SEE NOTE 9, SHT 1 B SEE NOTE 20, SHT 2 C SEE NOTE 4, SHT 2 D SEE NOTE 5, SHT 2 E SEE NOTE 6, SHT 2 ' F SEE NOTE 7, SHT 2 , G SEE NOTE 10, SHT 2 LUCAS A. TURNER, FL P.E. 58201 A I ADDED FIN UNIT 10/6112 `aaaaaaPtAORE 4V +T 1,!.*, W ':�� : 1900 SW 44TH AVE. : No 58201 W ¢ OCALA, FLORIDA 34474 * INSTALLATION DETAIL THRU METAL -NON IMPACT PROPRIETARY AND CONFIDENTIAL 10/26/2012 '10% STATE OF . wJ i0.. •�� oj�T •. A`� :cries: 820 )KA1NN Be: ADE JATL' 07/20/2012 '"�`�I'I" HORZ. SLIDER ""'�I'C'' NTS 'I"L'' tic.. CW S-814 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �1— `�� �IjCii� •� �0 R 1 •' Q ��� �I�+s�O WINDWRITTEW SYSTEMS. INC. ANY REPRODUCTIONN PERMISSION OF USTOM WINDOW ININC. IS PROHIBITED. ITHOUT THE Afill ' a0 '<I:.N. I."•_rE-'•:E:: q -''1Lf T' 7 OF 8 SHEATHING BY OTHERS EXTERIOR F BY OTHERS SEALANT BE BY INSTALLE WINDOW WF BY INSTALLE PERIMETER BY INSTALLE PERIMETER SEALANT BYINSTALLER WINDOW WRAP BYINSTALLER SEALANT BEHIND FIN BYINSTALLER EXTERIOR FINISH BY OTHERS SHEATHING - BY OTHERS NT ISTALLATION ANCHOR, f0 WOOD SCREW I/ INTEGRATED WASHER t BY WOOD BUCK 3Y OTHERS A] 3&: MIN. EDGE DIST. IF] I14" MAX SHIM B] 1/4" MAX SHIM [B] 3/88" MIN. EDGE DIST. --- IF] 2 BY WOOD BUCK BY OTHERS [A] INSTALLATION ANCHOR, 2 BY WOOD BY OTHERS (A) INSTALLATION ANCHOR, #10 WOOD SCREW W/INTEGRATED WASHER IF] 318- MIN, EDGE DIST. IF] 1/4" MAX SHIM (B] Ila"_ MIN. EMBEDMENT IF] SHEATHING BY OTHERS °iedo EXTERIOR FINISH °° 8 o o • ° BY OTHERS SEALANT BEHIND FIN PERIMETER SEALANT BYINSTALLER BYINSTALLER WINDOW WRAP BYINSTALLER H HORIZONTAL SECTION 8 FIN (WOOD) W /INTEGRATED WASHER �;.��C N$;��Q^y�� F [ ] W r No 58201 11/2" MIN. EMBEDMENT y k; w •3 G VERTICAL SECTION :'P% STATE OF l4t) 8 FIN (WOOD) " O •. 4/. PROPRIETARYAND COWIDENTAL 10/2612012 o, T •A P THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��I�0 • ` ..WIND..: •�'•O�``� WRITTEN N PERMISSION OF ANY WINDOW SYSTEMS, INC. IS PROHIBITED. THE loIgsi01VA� F.% REFERENCE NOTES [Al SEE NOTE 10, SHT 1 [B] SEE NOTE 2&3, SHT 2 [CI SEE NOTE 4, SHT 2 [DI SEE NOTE 5, SHT 2 [EI SEE NOTE 6, SHT 2 [F] SEE NOTE 7, SHT 2 ADDED FIN UNIT 1 10/6/12 WINDOWS & DOORS SW 44TH AVE. .A, FLORIDA 34474 INSTALLATION DETAIL WOOD CONST. - NON IMPACT RA'WN 6': -ATE' 820 ADE 07/20/2012 HORZ. SLIDER NTS -NMG. tjCl CWS-814 Ce•.v. Lt:•:I"rEtR: A :F{EEr: 8 OF 8 Florida Building Code Online Submit Surcharge Sta is &Facts ` Publications FBC Staff BCIS Site Map Links Search }I Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL# wftnm 4 Application Type Revision Code Version 2010 Py F x Application Status Approved 3 Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jhompson@cws.cc Category0AMM"Awo Subcategory Swinging Exterior Door 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 the Lucas A. Turner 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 R4 COI EvalReD CWS-176C (Guardian Door).odf Referenced Standard and Year (of Standard) Standard Year AAMA/ 101/I. S.2- 97 1997 ASTM E 1300-04 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D www.floridabuilding.org/pr/pr_app_dM.aspx?param=wG lwtDgvyf4ngAXh1045csMG1oEpo6\,hNiSV7hDwp/.3d 1/2 12/23/13 Florida Building Code Online Date Submitted 12/01/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/21/2011 Date Approved 01/31/2012 Summaar V of Products FL # ; Model, Number or Name Description 6 Guardian Hinged Door Guardian Hinged Door w/ Glazed Insert (Operable or Fixed). Li�of Use Installation Instructions Approved for use in HVHZ: No FL161 R4 II CWS-176C (Guardian Door).Ddf 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 Rooms. FL161 R4 AE EvalReD CWS-176C (Guardian Door).Ddf j Created by Independent Third Party: Yes --------- .._..._..... -........ _.__........................... _.._......... __.._......._.._._............... _..... ......... ....... _......._..........._.............. ...................... ......._...� -.............--_.........._.._.._..........._...........__.._.__..._........_......... __----- _ ...._......_. _._. __..._...................- ....... . - - ._.._......--........ _,_...------- _--_...._._.._-- ------ --..._..................................................._....._._..._....._..--- 161.2 Guardian Hinged Door --------- .................._-....... ..__.._.__....... _........._........._....... ..................... -............... ---.............. --........ -... _............... ................... ........................ __............__................................ ..................................... ................... -............. __......_._.........--._._._._....__.... -- Guardian Hinged Door w/ Solid Core. --............... _.._... _....... -......... ......... - ........ ...__...—._...._....---..__..__............. _..- ....... _.......... - - - Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R4 II CWS-242B (Guardian Door no glass).pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen Rooms. FL161 R4 AE EvalRep CWS-242B (Guardian Door no glass).Ddf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this 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, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email 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 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: '_; -K 0 stcuritxjm -�sQ° 4. mAmtv.floridabuiIding.org/pr/pr�__app_o.aspx?pararrr--wGI wtDgvyF4ngAXhlG45csMGloEpo64iNiSV7hDw%3d 212 PRIME DOOR ELEVATION (NON -IMPACT) A RALC 51 O J OVERALL HEIGHT FRAME OPENING HEIGHT DOOR CORE TABLE OF CONTENTS GENERAL NOTES................................1 ANCHOR SCHEDULE & NOTES .......... 2 GLAZING DETAIL.................................3 SECTION VIEWS..................................4 EXTRUSIONS & B.O.M.........................5 INSTALLATION DETAIL.....................6-7 37.250 OVERALL WIDTH 36" FRAME OPENING - 35" - DOOR CORE 7_.5L HINGE HINGE B 7 22L HINGE 5 8" HINGE ALUMINUM NON -IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: OUTSWING, LEFT OR RIGHT HINGED. 4. ANCHORAGE: THE 33 1f3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-7 FOR ANCHOR DETAIL. WINOLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. DESIGN PRESSURE RATING (SEE BELOW): -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. 8. REFERENCE TEST REPORTS: NCTL-210-3251-1 9. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. PORCH ENCLOSURE MEMBERS SHALL BE 6063-T5 ALUMINUM MINIMUM WITH MINIMUM WALL THICKNESS OF 0.045". STRUCTURAL INTEGRITY OF PORCH ENCLOSURE TO RECEIVE APPLIED LOADS FROM WINDOWS SHALL BE VERIFIED BY OTHERS. DESIGN PRESSURE RATING +40.0 PSF L" n .,P.E. 2DII-11-3019:D4-D5:00 y- — PROPRIETARY AND COWIDENTIAL 11/30/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 INSTALL ONE #10 ANCHOR THRU EACH HINGE INTO SUBSTRATE (SEE SHTS 6, 7) NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'D AT INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHI GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3/16" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO M, THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2", IN ANY DIRECTION, SHALL BE ACHIEVI 5. #10 WOOD SCREW ANCHORS THRU FLANGE MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY V BUCK. A MINIMUM EDGE DISTANCE OF 5/16", IN ANY DIRECTION, SHALL BE ACHIEVED. 6. #8 OR STRONGER WOOD SCREW ANCHORS THRU HINGE OR LOCKiDEADBOLT STRIKES MUST BE OF SUFFICIENT LENGTH TO ACHIE\i EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MIN. EDGE DISTANCE OF 1/2" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. #10 SMS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. PENETRATION OF THREE THREADS BEYOND ANCHOR PLATE SURFACE IN TUBE FRAME INSTALLATION. 8. GLAZED WINDOW FRAME ATTACHED TO DOOR LEAF OPENING IN ACCORDANCE WITH STRUCTURAL PERFORMANCE TEST REPORT NCTL-210-3251.1. ALL GLAZING IS TEMPERED GLASS ONLY. 9. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 10. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 11. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. ALUMINUM - 6063-T5 (OR GREATER) Z 13. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: FMA/AAMA 100 (FIN WINDOWS), FMA/AAMA 200 (FLANGE WINDOWS), FMA/WDMA 250 (BOX WINDOWS), PROPRIETARYAND CCWIDENTWL 11/30/11 FMPJAAMA/WDMA 300(EXTERIOR DOORS). THE INFORMATION CONTAINED IN THIS DRAWING ISTHE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED, "'cT1LLATION ANCHOR, TYP. NOTE 2) NSTALL TWO #10 ANCHORS THRU STRIKE PLATE AND DEADBOLT STRIKE PLATE INTO SUBSTRATE (SEE SHTS 6.7) ;LAZED WINDOW FRAME 3EE NOTE 7) ANCHOR LAYOUT - (FLANGE) LUCAS A. TURNER, FL P.E. 58201 27 11/16" MAX DLO HEIGHT $8 15/16" MAX FRAME HEIGHT 26 7/8" MAX DLO HEIGHT 26 7116" - MAX FRAME WIDTH 249L16„ _ MAX DLO W IDTH 1] 23" - MAX DLO WIDTH FULL VIEW SINGLE HUNG ALL GLAZING (FIXED & SASH) TEMPERED GLASS ONLY z- PROPRIETARY AND CONFIDENTIAL 11/30/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 EXTERIOR INTERIOR ALT. THRESHOLD (1186) ALT. THRESHOLD (1126) (1193) SECTION A -A zz PROPRIETARY AND CONFIDENTIAL 11/30/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. IN' E, SECTION B-B LUCAS A. TURNER, FL P.E. 58201 NOTE: ITEMS NOT SHOWN FOR CLARITY 1,3,5,7,9,11,17-19,21,22,24-31,36, 37 ITEM# CWS# DESCRIPTION VENDOR MATERIAL 1 S-1377 HEAD, Z BAR, OUTSWING KEYMARK ALUM 3 S-1374 JAMB, Z BAR, OUTSWING KEYMARK ALUM 5 S-1186 THRESHOLD KEYMARK ALUM 6 5-1193 SADDLETHRESHOLD KEYMARK ALUM 7 S-1126 BUMPER THRESHOLD KEYMARK ALUM 8 H-1001 DOOR CORE KEYMARK ALUM 9 S-1002 CORNER KEY KEYMARK ALUM 10 P-3008 HINGES IDEAL SS 11 P-3376 POP RIVET HUB SS 12 P-3280 DEADBOLT-3127-A-Q DELANEY SS 13 P-3280 LOCKSET-3127-A-Q DELANEY SS 14 P-3302 WSTP, .330 x.187 FIN, BLACK SOFT TOUCH ULTRAFAB 15 P-3310 WSTP, .350 x.187 BULB VINYL ULTRAFAB 17 P-3087 GASKET, DOOR KNOB PRATT IND. FOAM 18 P-3204 GASKET, DEADBOLT HO PRODUCTS FOAM 19 P-3584 FOAM CORE ELITE 24 P-3539 8 x 3/4, QUAD PAN TEK FASTEC STEEL 25 P-3329 FOAM BLOCK, DOOR KNOB IMPERIAL FOAM 26 P-3350 FOAM BLOCK, FILLER METALS USA 28 P-3369 CYLINDER, DOOR PLUNGER YALE SS 29 P-3370 CYLINDER, DEAD BOLT YALE SS 31 P-3531 8 x3/8 PHIL FLAT SMS FASTEC SS 32 P-3214 BUGSWEEP TEAMPLASTICS PLASTIC 33 S-1300 ADJUSTABLE SWEEP KEYMARK ALUM 34 P-3367 DOOR STRIKE YALE SS 35 P-3366 DEADBOLT STRIKE YALE SS 36 P-3612 8 x 1-1/4 QUAD PAN W/ 1/4" LEAD FASTEC STEEL 37 P-3776 BACKER PLATE IALCOA ALUM MIE 11UI61: 19101 :U1.611I911 CORNER KEY- S-1002 — 2 3/8" —I 1 /16 1 2 5/8" --� a113/16" k---416" 1 1 33 v 6„ OUTSWING HEAD S-1377 LA ADJUSTABLE SWEEP S-1300 OUTER FRAME ASSEMBLY 2 3/8" -- --1 ll 1 11/16" OUTSWING JAMB S-1374 PANELFRAME ASSEMBLY 7 3 7/16" 1 /16" 6 1 .905 —t 13/16" BUMPER THRESHOLD S-1126 SADDLE THRESHOLD S-1193 2 15116" — 1/16' 5 ALL ALUMINUM EXTRUSIONS ARE 6063-T6 1 1/2" r-wv "IT STANDARD THRESHOLD S-1186 C UPDATED PER 2010 FBC 10/17/11 TEF LUCAS A. TURNER, FL P.E. 58201 B I ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 -.0 , OREVV►�ii,` zSZ7-, PROPRIETARY AND CONFIDENTIAL I1/30/II THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ti�V �•' ":'�✓��,.� -"- WINDOWS &DOORS No 58201 1900 SW 44TH AVE. * ;y OCALA, FLORIDA 34474 r.".. I'ITisl: STATE qF 14 «ERIes,: ORNEXTRUSIONS 8 B.O.M iaN BY: DATE +i T •.A' SyP;•N��i� 1000 RATE 03/13/2009 •.. R,i. •• (ry ��� 100EL .KALE: :iWi3. Pita: ";t'o'ONAI N !�` GUARDIAN DOOR :E; L3r'rN S ;HE.ET CWS-176 C 5OF7 13/8" --- 1 1/2" MIN. EMBEDMENT— ' ' ' ' ' MIN. EMBEDMENT [E] 5/16" MIN. EDGE DIST. [D] v [D] , v v v v v , , , 0 SEALANT BETWEEN BUCK AND OPENING 2X WOOD FRAME12X BUCK INTERIOR o 0 0 0 0 BY OTHERS BY OTHERS [A) 1/4" MAX. SHIM CONCRETE OR MASONRY _/ 5116" MIN. EDGE DIST. [B) OPENING BY OTHERS. "• [D] INSTALLATION ANCHOR, #10 DIA. WOOD SCREW INSTALLATION ANCHOR, Liz ANCHOR. #10 DIA. WOOD SCREW 1/4" MAX. SHIM MIN. EMBEDMENT [D] [D] ANCHOR. [D) [B] I 2X WOOD BUCK/WOOD FRAMING ---- BY OTHERS SEALANT BEHIND FLANGE [A) e BY INSTALLER. — INSTALLATION ANCHOR, FRAME HDOOR EAD #8 WOOD SCREW THRU HINGE EXTERIOR INSTALLATION ANCHC 3116" DIA. CONCRETE SCREW ANCHOR. [C] SEAL OR SET SILL IN CONCRETE OR MASOP PERIMETER SEALANT BY INSTALLER. 1 4" MIN. EMBEDMEI [C] 2 112" MIN. EDGE DIST [C) INTERIOR �[C'\VERTICAL SECTION 1/2 (MIN. EDGE DIST.) [E] EXTERIOR FINISH (1 ANCHORIHINGE) [E] BY OTHERS. EXTERIOR 5116" MIN. EDGE DIST. [D] PERIMETER SEALANT BY INSTALLER. 1/4" MAX. SHIM [B] E HINGE SIDE DETAIL 6 2X WOOD BUCKf WOOD FRAMING 1 3l8" MIN. EMBEDMENT [E] INTERIOR 2X WOOD FRAME/ 2X BUCK BY OTHERS, [A] STRIKE PLATE SCREW 48 WOOD SCREW (2/ STRIKE AND DEADBOIT STRIKE. [E] -- 1� MIN. EMBEDMENT [D] REFERENCE NOTES: EXTERIOR (MIN, EDGE DIST.) [E] [A] SEE NOTE 9, BHT t [B] SEE NOTE 283, BHT 2 [C] SEE NOTE 4, SHT 2 INSTALLATION ANCHOR, [DI SEE NOTE 5, BHT 2 #10 DIA. WOOD SCREW [E] SEE NOTE 6, BHT 2 PERIMETER SEALANT ANCHOR. BY OTHERS. [D] GLAZED WINDOW FRAME ATTACHMENT EXTERIOR FINISH (SEE NOTE 7, SHEET 2) BY OTHERS. C UPDATED PER 2010 FBC 10/1 -1 LUCAS A. TURNER, FL P.E. 58201 B ADDED VENDOR COLUMN TO PARTS LIST 1 03/1E (�D LOCKING SIDE DETAIL tt�t+��+�ri 6 'LXWOODBUCWWOOOFRAMING NDREby���i��_ —CONCRETE OR MASONRY BY OTHERS. zZ PROPMETARYAND COWIDENT141. 11/30/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. SCREEN ENCLOSURE MEMBER BY OTHERS [A] INSTALLATION ANCHO #10 SMS. IF] SEALANT BEHIND FLAP BYINSTALLER EXTERIOR INSTALLATION ANCHOR, 3/16" DIA. CONCRETE SCREW ANCHOR. [C] SEAL OR SET SILL IN CONCRETE OR MASONRY. PERIMETER SEALANT BY OTHERS. 1 1/4" MIN. EMBEDMENT [C] L T— LUZ MIN. EDGE DIST. [C] SCREEN ENCLOSURE — MEMBER BY OTHERS [A] INSTALLATION ANCHOR, #10 DIA. SMS ANCHOR. IF] 1/4" MAX. SHIM [B] DOOR FRAME JAMB INTERIOR 7.. INSTALLATION ANCHOR,SEALANT BEHIND FLANGE#8 SMS THRU HINGEEXTERIOR BYINSTALLER (1 ANCHOR/HINGE) [F] EXTERIOR FINISHRIMETER SEALANT BY OTHERS. BY INSTALLER. H HINGE SIDE DETAIL 7 ALUMINUMISTEEL TUBE 1/4" MAX. SHIM [B] DOORFRAME JAMB SCREEN ENCLOSURE INTERIOR MEMBER BY OTHERS [A] REFERENCE NOTES: -- STRIKE PLATE SCREW #8 X 1 1/2" FH SMS [F] [A] SEE NOTE 9, SHT 1 [B] SEE NOTE 20, SHT 2 [C] SEE NOTE 4. SHT 2 [DI SEE NOTE 5, SHT 2 [EI SEE NOTE 6, SHT 2 IF] SEE NOTE 7, SHT 2 INSTALLATION ANCHOR, #10 SMS ANCHOR [F] EXTERIOR SEALANT BEHIND FLANGE BYINSTALLER GLAZED WINDOW FRAME ATTACHMENT C I UPDATED PER 2010 FBC (SEE NOTE 7, SHEET 2) LUCAS A. TURNER, FL P.E. 582011 B 1ADDED VENDOR COLUMN Tf %G� LOCKING SIDE DETAIL v , 7 ALUMINUMISTEEL TUBE v , > vo v, CONCRETE OR MASONRY BY OTHERS. vy PROPRIETARY AND CONFIDENTAL 11 1 F VERTICAL SECTION THE INFORMATION CONTA NED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM 7 WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. DOOR FRAME DOOR FRAME HEAD INTERIOR i• CONTRACTOR: South Florida Aluminum Products, Inc. DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 2010 Florida Building Code. specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 2. 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vum.T= 161 MPH, VASD= 125 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure C 4. Building Category for Aluminum Structures, Paragraph 2002.6: Category TYPE II - GLASS ROOM, Non -habitable, Un-conditioned space, Electrical. Foundation Design Existing concrete slab. No additional concrete footing or slab is required to resist the loads imposed upon the existing slab by the proposed construction if the existing slab is a minimum of 4" thick and in sound condition, free from structural cracking, spalling, or other deterioration. Roof Type 1. Roof Type: EXISTING 2. Roof Material: EXISTING Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the Florida Building Code, 2010 Edition, and any other applicable local codes and regulations. 2. The minimum wall thickness of aluminum extrusions shall be in accordance with the Florida Building Code, 2010 Edition and the 2005 Edition of the Aluminum Association Manual, but not less than 0.040 inches. 3. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Architecture & Engineering, LLC. 4. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be. approved. 5. Fasteners are required to be SAE Grade 5 or better zinc plated. 6. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" center to center or #12 screws 6" from ends and 12" center to center. 7. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type I,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1 % - ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 8. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 9. All lumber and plywood shall have grade marks and treatment identification and Shall conform to the following: a. Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum moisture content of 15%. b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as recommended for the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in accordance with fs. tt-w-571 and bear the American Wood Preservatives Institute quality mark Ip-2. C. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1. d. Aluminum members that are uncoated shall be separated from PT lumber by 30# felt paper, 10 mil polyethylene sheet or equivalent material. 10. Contractor shall provide Florida Product Approval information as to the exact window being utilized for this project, including manufacturers specifications, and installation methods for anchoring the submitted windows to Aluminum members and specific sizes as indicated on A-1. 11. Contractor shall provide any additional backing and anchors as required by the window manufacturers recommended procedures. 12. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4 13. All flashing and weatherproofing shall be provided by the contractor. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 8r-On _ � __= �� GLASS 3 nl WEXIST _Z I �N N� In _I XI IN W � IX GLASS I I z_FXLCT._1 �f�-- 7'-6" ALL ELECTRICAL TO BE INSTALLED PER 2010 FLORIDA BUILDING CODE 0 Z H to X W THESE PLAT AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 O 22'-0" -7'-6" '�9oe�a w4�• e CI , C�) ) �= a �'t • - NYL SIDING CONCUS FASTENERS OR ATTACHMM F- ro -, 1 �3ii�XII - II 'RESPONSIBILITYAMTHEOFTHE Nils N NIIII (n XIII to i "II cnl N II Ili Q III "II < II Q II ' RA' OHOFRECORO HII J Hll I J; Hill J ( Fal J l-�ll 10 10 in V) I O (n n O' cn I I O ( (_n n O (n III Xi 1 XI� X ii �F X?ii X i n N Wit,_ _2`s 3 Wn 2k'i3�n .9.�`. Wal ty !�;n VINYL SIDING INSTALLED u n n u n PER MANUFACTURER'S 11 11 11 11 SPECIFICATIONS OVER Lm N N 1/2- EXTERIOR _mil APRATED A SHEATHING D EXIST. 1 X2 EXIST. 1 X2 E T. 1 X2 EXIST. 1 X2 MOISTURE BARRIER ATTACH PLYWOOD TO ALUMINUM FRAMING WITH A-2 "A-2 #10 X 1 1 /2" SDF AT 4" 5'- 6 5'- 6 5 -6 5 -6 O.C. of S7 LUCIE COUNTY BUILDING DIVISION REVIEW FOR COM IANC REVIEWED BY DATE d2• /N I MUST BE KEPT ON JOB OR I NO INSPECTION WILL BE MADE LL s W W W Z Lu 0 W o Q � � Z 0 0 'Z W N Z W LLI Q it F-- LLI cc: to LL LU U U 0 5 C Zx Q LLJ � o$ t~!i LU Limo$ Q Z tLLrnm 0 C7 =C,�� Z W o�^^ N N `n �q v Cl) ULL O U d zZ) I--J1 W rn Du) 0 W E �zr-a DRAWN BY EB DATE DRAWN 12/18/13 REVISION 01 /02/14 SHEET NO: A-1 i _s , ALT. • E �.,. x n EOOE:OE+VAHEYFliT - Y :a.r �p-� • � �..., .. tAH11L_YEAlf:flsOFt;IrATER LNE POB �_ _ _.G,'' '.SCR�:i��. _•j1j _ � � - BJC, �....BAtJC .OF,g1R8 - _ .. _ _OF,,�4NNING - - �` - - Oi�rg;:,- - - ,.-SIIRY�'Y�.�'♦uJ$PeiIFI%��'.. _ BY: .BE7lCN.11AAK . , ._ x YSL.�•YFJW SEA, ;- • ,:: r _• . �L) .1H1$,SifEZCHsNOT 7HE:St6N r. 1:FtERE9Y ( �':11NE: ,. , • jj A t7GVD�HA110NA1GEOOER�, _ t .., v - .. 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PARCEL D -- 3 ` LEGAL ' DESCRIPTION ai } �"11�24 LOT 1S BLOCK i5 R p 475.0ir PLAT: OF SAVANNA CLUB PLAT No 4 tw' L N F A AT SAVANNA CLUB i' -' AS RECORDED IN a FIL P PLAT BOOK 30, PAGE 15 TE PAGES a, x'Q / %VACANT/ / COUNTY PUBLIC RECORDS m 3 COUNTY, F.I,ORIDA. NOT INCLUDED A_ r � — r T • ALUMINUM MEMBERS DIMENSIONS (1) 3/8" DIA. THRU BOLT w/ NYLOCK THESE PLANS AND ALL PROPOSED WORK i' a 2 9 G 3 J ®;i 2 q HOLLOW SECTIONS 1/8" x 2" x 2" EXTRUDED JAM NUT- IN LIEU OFNYLOCK JAM NUT, JAM NUT w/ THREADLOCKER �1 1 �• "f y 2 x 2: 2" x 2" x 0.046" ANGLE 5052 H-32 ALLOY EA I MAYBE USED Y ANY9� ARE SUBJECT TO AN g CORRECTIONS CORRECTIONS ,�1''•f `` " , • � •y" � v 2 x 3: 2" x 3" x 0.050" 2 x 4: 2" x 4" x 0.050" SIDE ® TIGHTEN TO CODO NOT OVERTIGHTENNTACT - REQUIRED BY FIELD INSPECTORS THAT •c�v \ lz" •' �c �. • •. t 2x5: 2"x5"x0.050" MAY RE NECESSARY IN ORDER ` c' � � '� TO OPEN BACK SECTIONS COMPLY WITH ALL APPLICABLE CODES. `U w 1 x2: 1"x2"x0.040" 4 z ; U �- I x 3: 1" x 3" x 0.045" e ' ' � • ' '� ;. ,� - , 7 > SNAP SECTIONS • 2 x 2 Snap: 2" x 2" x 0.045" r �(s • • •f y� 2 x 3 Snap: 2" x 3" x 0.050" gr' /TING SLAB FOO I OPTION 2: r ld •'•• C 2 x 4 Snap: 2" x 4" x 0.045" SEE PLAN a, z ei 0.040"x11/8"x2"x11/8' e • � RECEIVING CHANNEL PR OFE $IONEAL SELF MATING (SMB) SIDE VIEW I (3) 910 x 3/4" INTO 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" [W1 I I GIRT EACH FACE & (3) � 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" #10 x 3/4" INTO UPRIGHT LL 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" I LLJ 2 x 7 SMB: 2" x T' x 0.057" x 0.120"— — — — — — — — — Z uJ 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" (2) 3/8'.SDIA. CONCRETE SCREW ANCHORS I I UPRIGHT � 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" (2 1/4" CONC. EMBED) — — — — I — — — — Z Q cn 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" I W (� I CHAIR RAIL MEMBER I I J Q 0 MINIMUM FASTENER EDGE DISTANCE: 1/2" _ _ V x 2" BASE PLATE OPTION 1: 2X PATIO 6! O O N MINIMUM FASTENER SPACING: 3/4" — — ANCHORED TO CONC W/ 1/4" 2" x 2" x 118" ANGLE W/ I I EXTRUSION W ' 11WMINCONC ANCHOR R ,�. �" CONCRETE SCREW ANCHOR (4) #14 x 5/8" EACH FLANGE I I _ N V CONCRETE SCREW ANCHOR: EMBEDMENT (MIN.1 1/4" EMBED) N Z SIMPSON TITEN HD OR EQUIVALENT 21 MAANCNOC'OR NC 6 c ce 6" MAX EACH SIDE OF POST I I LLLL j im SHEET METAL SCREWS (SMS): EMBEDMENT a AND 24" O.C. MAX ANGLE MAY BE INSTALLED 0 LLI z ITW / BUILDEX OR EQUIVALENT ° .6 - ' a , EITHER ON TOP OR BOTTOM F- O , OF CHAIR RAIL �' Ln41, SLAB / FOOTING 4 �— SEE PLAN FRONT VIEW W B 2" x 3" OR LARGER UPRIGHT TO CONCRETE DETAIL C PURLIN OR GIRT TO BEAM OR POST DETAIL F— A-2 SCALE: NTS SCALE: NTS A-2 � U U Lu 07! U Z� Q �O N 1/8" x 2" x 2" EXTRUDEDFl�'L'E _ �" W ZANGLE m o 0 V] W 5052 H-32 ALLOY EA W Q Z ¢LLmrn SIDE 0 (9 =FNm u U Z mann UPRIGHT Z LLI o z CC _ _ ® I WOOD: 1" x 2" O.B. BASE PLATE - TYP ( #10 x 3" WOOD SCREWS, 6" 1 FROM GIRT & @ 12" O.C. •. `, w' 11WMINCONC ANCHOR EMBEDMENT' I CONC: .ANCHOR 2114' C a' ' " 114" DIA. x 3" CONCRETE , ,a f ' EffBEDMENTT i SCREW ANCHOR, 6" N- a 5d MIN EDGE DISTANCE FROM FROM GIRT & @ 24" O.C. N L0 SLAB / FOOTING .- '. ' •, 4 - EXTERIOR OF COLUMN TO I c%i } SEE PLAN ? ' OUTSIDE EDGE OF SLAB (4) #10 x 1 1/2" INTO I SCREW BOSS Q W 3! SIDE VIEW — — — — Y LL. U LLI (1) 1/2" DIA. THRU BOLT w/ NYLOCK 0 - JAM NUT - IN LIEU OF NYLOCK JAM I — — — — — L) Q 3/8" DIA. CONCRETE NUT, JAM NUT w/ THREADLOCKER I Z (2) MAY BE USED SCREW ANCHORS I I TIGHTEN TO CONTACT - DO NOT I U U � (21/4" CONC. EMBED) OVERTIGHTEN I - J � 2" x 2" OR 2" X 3" HOLLOW --1 W I- I SECTION GIRT 0 i N W 1 Z — -- CL r a 2" x 3" '4'1"x2" DRAWN BY a BASE PLATE ANCHORED TO _ EB CONC W/ 1/4" CONCRETE SCREW SLAB / FOOTING °. 4 "' ANCHOR (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST AND DATE DRAWN SEE PLAN 24" O.C. MAX 12/18/13 FRONT VIEW C-,1X2 TO HOST STRUCTURE DETAIL REVISION Q 01 /02/14 A-2 SCALE: NTS B-1 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL SHEET NO: A-2 SCALE: NTS A-2 1 /