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OFFICE USE ONLY• DATE FILED PLAN REVIEW FEE: Vat.d(� RECEIPT NO.: PERMIT NUMBER: T�10 Q" Q 15 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 Is C 772-462-1553 St �YN�Ci C Uc/e APPLICATION for BUILDING PERMIT cO`'"ty CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 8524 Marlberry Ct Port Saint Lucie 2. PROJECT NAME: Pinson SITE PLAN NAME: 3. PROPERTY TAX ID #: 3425-703-0117-000-5 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Savanna Club Plat Three Block 23 Lot 33 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 23 8. LOT NO. 33 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 51 X 16 O 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Sun Room TVDe III Conversion 11. SETBACKS (ACTUAL) FRONT: BACK: 716 RIGHT SIDE: LEFT SIDE: /11 /'4- 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION ] RESIDENTIAL //��� [ ]1 COMMERCIAL IMT-4,&- INDUSTRIAL OTHER (SPECIFY) l.l1v1IfmT S�w �,�oa�- ��� 13.. DESCRIPTION OF PROPOSED USE: Su A-- eo O' 14. SQ. FT OF CONSTRUCTION: 16. VALUE OF CONSTRUCTION: $ -*)v Sr 15. SF. FT 1 st 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 IFECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 OWNER INFORMATION NAME: Roland (Gene) Pinson and Jane Pinson ADDRESS: 160 Red Bud Loop CITY: Harpers Ferry STATE: WV ZIP: 25425 PHONE (DAYTIME): 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: STATE: ZIP: PHONE (DAYTIME): () CONTRACTOR INFORMATION 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): 7( 72) 466-0913 FAX NO. 466-1074 Email: sfapbooks&bellsouth.net 1 1 � A ARCHIT/ENGINEER: ADDRESS: A1% CITY: cS PHONE (DAYTIME): BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: Y'si, Al S0 Z4D6 o t STATE: r%L— ZIP: .33 % /y STATE: STATE: ZIP: 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. 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 FLO COUNTY OF _ 14A C( L The foregoing instrument was acknowledged before me this J Q day of 'i:�D 20Lq_, by G(,tX who is rsona y k or has produced as identification. Sijiraru'reof NotarySarbrl,\D, /& �y STATE OF FLO COUNTY OF Lu CI-2 The foregoing instrument was acknowledged before me this f' d day of 20JL� by, who i sonally kno or has produced as identification. S ' ota rysaJpri f�p� �-�Ti -�✓ Commission No.FF uNsga ao,,,Ayk$kal) Commission No.o-)Ot SABRfNABi (SWEIRINABUTLER ' o * MY COMMISSION t FF 074898 * * W COMMISSION S FF 074898 * EXPIRES: December 8, 2017 oe EXPIRES: December 8, 2017 s'+fFaF , Boe�dThruBudget Notary Services qr��� BordedThru Bu* Notary services NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERIBUILDER, 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 OWNERIBUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY ' BP: SECTION K TOWNSHIP RANGE L C MAP NO. 3 5 S ZONING v LAND USE R U LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # I ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT 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 VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED INITIALS �" JOSEPH E. SMITH, CLEF` <)F THE CIRCUIT COURT - SAINT IE COUNTY FILE # 3923754 OR BC )3602 PAGE 2797, Recorded 02, /2014 at 10:09 NOTICE OF COMMENCEMENT TO BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2,500.00 PERMIT #: TAX FOLIO #:3+-io�l5 " O 3- Ol 1 -I - 000 S Slate of Florida. County of �Gf e, , the undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with chapter 713, Florida statutes, the following information is Provided in this notice of Commencement. 1. LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS IF AVAILABLE): 86aq (Yloa-Iberr 1n Chub ��L�3 IKa3 LoE a3 2. GENERAL DESCRIPTIIONN -O-F I (O'1VEMENT: TLX�P✓7 L! L_ 1 r3tlVEYS ldv� 3. OWNER INpORMATION or LEj�E�INFORMAIION (If Lessee nfracfed for the improvement) a. Nome: JJ a-n e- IS `` �<O Onr\ ll7"4-- Vl n--10n Address: e OP— IAC��r� b. Interest in property. n�i],r•�-,- C. Nome and address of Tee simple title holder (if other Ihan owner): o. Name: -SOUTH FLORIDA ALUMINUM PRODUCTS, INC. -- Address: _4801 SOUTH US 1, FORT PIERCE, FLORIDA 34982 b. Phone number: _772.466.0913 5. 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 (1) (a) 7., FLORIDA STATUTES: o. Name & Address: b. Phone number: fax number: 8. IN ADDITION TO HIMSELF OR HERSELF, a. Owner designates of to receive o 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: (THE 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 I, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN 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 PENALTIES OF P JURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS IN IT ARE TRUE TO THE BEST F Y KNOWLE G A BELIEF (SECTION 92.525. FLORIDA STATUTES 4 :. 81�ii1NL BUTLER SIGNATURE OF OWNER or LESSEE or OWNER'S AUTHORIZ MW FFICER/DIRECTOR/PARTNER/MANAGER * * MYOS1'r OFF0740 EXPIRES: Devirtbor G%2017 Un �s ><„M1 6M*T1n Mp INa ry 5K" SIGNATORY'S TITLE/OFFICE BEFORE ME THIS J 4 DAY OF" 0.'r"' , 20)q BY: M NAME OF PERSON TYPE OF AUTHORITY NAME OF PARTY ON BEHALF OF WHOM INSTRUMENT WAS[EXECUTED PERSONALLY KNOWN OR PRODUCED IDENTIFICATION TTYPfE, OF IDENTIFICATION PRODUCED W QL- SV-n-,r N l ATURE NOTARY PRINTED NAME NOTARY SEAL STATE OF F RIDA ST. TGI COUNTY THjjS TO CERT.FYTIAT �HifiISAp T1 NO, CORRECT COPY nF THB Date- - ""' PLANNING & DEVELOPMENT SERVICES BUILDING & CODE COMPLIANCE DIVISION BUILDING PERMIT SUB -CONTRACTOR SUMMARY souy)orfd o� _ A)CW 111)LU k — ' will be using the following sub -contractors for the (Company/Individual Name) project located at 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 Electrical (,o C 0094 1 C0 - Plumbing HVAC/ Mechanical Roofing Gas OFFICE USE ONLY: PERMIT ISSUE DATE: NUMBER: l ST. LUCIE COUNTY PUBLIC WORDS y� BUILDING & ZONING DEPARTMENT �OR10 BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: Q6 `7 S State of Florida Certification Number (if applicable): 1 �,3 C-I eC+r t C_ have agreed to be the (Company Name/Individual Name) l=. Ie, LTr 1 C i 0-1-1 sub -contractor for u_+l-) r lar 1&.- rA) Wy6 V\V ,, 1 t a c�laC-i (Type of Trade) (Primary Contractor) sG�;A mcwl be,-r-e U . PS(_ for the project located at u2 4v�J ` 703 - U 11-7 - O o 0 - C (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 AIIE REOUIRED �QyJI"EYICL. �L�hS � b % GNATURE PRINT NAME DATE Business Name: Address: C 60 City/State/Zip:{ P j ErC-.q-- �1 Phone: �]� �r�U 1 - T% 3 I to email: OFFICE USE ONLY: PERMIT # ISSUE DATE 5 y�Y f r -Ai.� dt* _ ,'l Sg' f➢� t f � .�.w.+,....,...r, ...a d..,.✓. M «...»s..� wt.w W� ..tw..`.,...: .. ...>c ...�..ii.... Mr . �..., ....,. �.,.w.a.,ae � p,�.t iY+Yiw�iij ... £ .r _..� , _ W.4e v5. n� � 3 } �_, . ; � .v°� a .. L ... BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Business :'Product oval Professional ,'tz `. USER: public Apper Product Aoprovai Menu > � id. or Aoiilc,:tio Sea > Aoplicatlo List > Application Detail `•_t FL # L1S802 FA1 Application Type Revision Code Version 2010 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By -. Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael La Fevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Cal Ledy 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc Lafldew ,on o It e+ Certification Mark or Listing Keystone Certifications, Inc. Keystone Certifications, Inc. Standard AAMA/W DMA/CSA/ 101/I. S.2/A440- 08 ASTM E 1300-04 Year 2008 2004 Method 1 Option A FILE Lx)py 10/30/2012 10/31/2012 11/04/2012 Summary of Products .. ....c..... ........_... ........ ............. ...................... . _ ..._........ ................. ............._ ..........._ ................. FL # Model, Number or Name Description .............. . _ ........... ... ......... ................ 15802.1 HS-820 PVC Horizontal Slider HS-820 PVC Horizontal Slider, Non -Impact. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15802 Rl C CAC CAR 138-1035.odf Approved for use outside HVHZ: Yes FL15802 Rl C CAC CAR 138-1036.pd` Impact Resistant: No FL15802 Rl C CAC CAR 138-1050.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: See Installation instructions for size and DP.Glass complies 06/20/2016 with ASTM E 1300 04. Installation Instructions FL15802 R1 II CWS-814A (HS-820 Non -Impact) odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL15802 RI AE Eval Rep CWS-814A (HS-820 Non-Impart)odf 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 vAsh 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 Chapter45S, F.S., please click here . Product Approval Accepts: 9A EE HORIZONTAL SLIDER ELEVATION (NON -IMPACT) (SHOWN W/ DIFFERENT OPTIONS) -- 75114" MAX. OVERALL FLANGE WIDTH 74" MAX UNIT WIDTH <��s i ra_ . .,__......... „� 36 5/16" MAX SASH WIDTH 64 MAl ( H� ---- 33 GLASS DLO i---- --- -33" GLASS DLO --I- -- OVERALL 8% I I I FLANGEHEIGHT III 6 63" I O X 561/4" MAX I SF l GLASS GLASS HEIGHT I DLO I DLO E MAX SIZE w/ STD MTG�A__ _IL. D = 5RES E R 1 rl-ANGE +/-60 FIN +/- 60 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 59 9/16" MAX SASH HEIGHT -----75114" MAX. OVERALL FLANGE WIDTNI---- I----------- 74" MAX UNIT WIDTH — 365116"MAX SASH WIDTH-j� I I 33" GLAS7DL. -----33" GLASS DLO---- I 74" MAX I O 69 13116" ' Y 67 1/4" I 70 9/16" UNIT GLASS DLO „ GLAS DLO MAX SASH HEIGHT I I I HEIGHT I 75 114" MAX I OVERALLI I FLANGE I HEIGHT I I j L II 1......_.. PVC NON -IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAVUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE. CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "0/9" & "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. 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 DES GNED 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 O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. i Lucas Turner 2 012-10-26 10:28-04: 0 0 MAX SIZE w/ HD MTG RAIL DESIGN PRESSURE RATING FLANGE ONLY +/-45 Xz 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. A. TURNER. FL P 4 MAX I -- - - 8" MAX O.C. (TYP) 4" MAX ..._....... 8.. �AX O.CJ-__ I I I I I I I I I I I Ii I I I I I I D� ANCHOR LAYOUT - (FIN) i11RU FIN (WOOD OPENING) •A6n UV SEE NOTE 7 m TS e, .'3':1 a1Ti o u 6 L r ............-...... ...� .... 16" MAX O.C. •. 6" MAX-_. �.._� -�3••I-_. ` --� I-- 3" @ MTG RAII TAX 6" MAX I MAX O.C. L . I I I I I I ►1r I c I , I I I � � I I � I I C a , 1. INSTALL ONE ANCHOR AT EACH LOCATION. 2. SHIM AS RED AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4" FOR MASONRY OR WOOD, AND 1/8" FOR METAL. USE SHIMS WHERE SPACE 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. 3116" 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 2 112", IN ANY DIRECTION, SHALL BE ACHIEVED. ANCHOR LAYOUT --(FLANGE) THRU FFWME (hIASONRV, METAL. OR WOOD OPENING) -15 DP #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. 4110-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 410 WOOD SCREW WITH INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 3/8". IN ANY DIRECTION. SHAI I RF ACHIFVFn 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 BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. LUCAS A. TURNER, FL P.E. 10 A. WOOD -MINIMUMS ECIFIC GRAVITY OF G=0.55 (SOUTH EIRN PINE OR G EATERN ARE BASED ON STRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �,hp,P ORELQ"tillsol�,T�i B. CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 2.846 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. gip`-;. ��G E•N y :��f D. ALUMINUM - 1/8" THICK MIN., 6063 T5 MIN. E. STEEL.-.060" THICK MIN., 33 KSI MIN. ` v .' NO 58201 ' vF 11. 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), STAT'E UP PROPRIETARY AND CONFIDENTNL 10/26/2012 'FMA/AAMA 20U (FLANGE WINDOWS), THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM FMWIDMA 250 (BOX WINDOWS), WINDOW SYSTEMS. INC. ANY �0 • �; ��i �i5` ` O R 1 .'_'•`0? REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE FMA/AAMA/WDMA 300(EXTERIOR DOORS). WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. �It".. A,-.11%, / SEE NOTE 2 r INSTALLATION 1 ANCHORS TYP. 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 31 112 35 1/2 39 112 43 1/2 47 112 51 1/2 -55 1/2 59 112 63 1/2 67 112 71 112 35 1/2 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.01-67.5 +55.01.67.5 +55.0l-67.5 +55.0/-67.5 +55.01-67.5 +55.01.67.5 +55.01-67.5 +55.0/•61.1 +54.1/-54.1 +48.2/-48.2 74 +45.11-45.1 39 1/2 +55.0/-67.5, +55.0/-67.5 +55.0/-67.5 +55.01.67.5 +55.01-67.5 +55.0I.67.5- +55.0 /-67.5 +55.0/-67.5 +55.01.67.5 +55.0/-67.5 +55.01-61.1 +64.11.54.1 +48.2/-48.2 +45.0 J-45.01 41 1/2 +55.01-67.5 +55.0/-67.5 +55.0/-67.5 +55.01.67.5 +55.0/-67.5 +55.0 /-67.5 +55.0l-67.5 +55.01-67.5 +55.01.67.5 +55.01.67.5 +55.0l-61.1 +54.1/•54.1 +48.2/-48.2 +45.01.45.0 43 1/2 +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/-67.5 +55.01-61.( +54.1/-54.1 +48.2/-48.2 +45.01-45.0' 47 1/2 +55.0/-67.5 +55.0/-67.5 +55.01.67.5 +55.0/•67.5 +55.0/-67.5 +55.01.67.5 +55.01.67.5 +55.0/-67.5 +55.0/-67.5 +55.01-67.5 +55.0/•61.1 +54.1/-54.1 +48.21-48.2 +45.01-45.0 51 1J2 +55.0/•67.5 +55.01-67.5 +55.0/-67.5 +55.0I-67.5 +55.0/-67.5 +55.0/-67.5 +55.01-67.5 +55.0l-67.5 +55.01-67.5 +55.01-67.5 +55.0/-61.1 +54.11-54.1 +48.21.48.2 +45.0/-45.0 53 1/2 +55.0/-67.5 +55.0I-67.5 +55.0/-67.5 +55.01.67.5, +55.0/-67.5 +55.0/-67.5 +55.01-67.5 +55.0I-67.5 +55.01-67.5 +55.01-67.5 +55.0/•61.1 +54.11-54.1 +48.21.48.2 +45.01-45.0• 55 1/2 +55.0 /-67.5 +55.01-67.5 +55.01-67.5 +55.0l-67.5 +55.01-67.5 +55.0/-67.5 +55.01-67.5 +55.0/-67.5 +55.01-67.5 +55.01-67.5 +55.0/-61.1 +54.1 /-54.1 +48.21-48.2 +45.0 l-45.0 59 1/2 +55.01-67.5 +55.0/-67.5 +55.0/-67.5 +55.01-67.5 +55.01.67.5 +55.0/-67.5 +55.01-67.5 +55.0l-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-61.1 +54.1l-54.1 +48.2/-48,2 +45.01-45.0 63 1/2 +55.0l-67.5 +55.0/-67.5 +55.0l-67.5 +55.01-67.5 +55.01-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0l-67.1 +55.0/-63.9 +55.0/-61.1 +54.1/-54.1 +48.2!•48.2 +g5.01.45.0 65 1/2 +55.0 /-67.5 +55.01-67.5 +55.0l-67.5 +55.0 /•67.5 +55.01.67.5 +55.01.67.5 +55.0/-67.5 +55.0/-67.5 +55.0/•64.5 +55.0/-61.4 +55.01-58.6 +54.1/-54.1 +48.21-48.2 +45.0l-45.0 67 1/2 +55.01-67.5 +55.01-67.5 +55.01.67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.01-67.5 +55.01-65.7 +55.0/-62.1 +55.0/-59.0 +55.0 -56.4 +54.11-54.1 +48,2/-48,2 + 45.0!•45.0 71 112 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.01-67.5 +55.0l-67.5 +55.0 /-67.5 +55.01-65.3 +55.0/-61.2 +55.0l-57.8 +54.9/-54.9 +52.3/-52.3 +50.1 /-50.1 +48,2 /-48.2 +45.0/-45.0' 74 +55.01.67.5 +55.0/-67.5 +55.0/-77.5 +55.0/-67.5 +55.01.67.5 +55.0/-67.3 +55.0/•62.6 +55.0/-58.7 +55.0/-55.4 +52.51-52.5 +50.1l-50.1 +47.9l-47.9 +46.1/•46.1 +45.0!•45.0 Design Pressures (PSF) with Glass Types A or B wl STD 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 51 112 55 112 63 112 67 112 35 1/2 +60.0/-90.0 +60.01-90.0 +60.0/-96.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0l-81.5 +60.0/•72.1 71 1/2 +60.0(-64.3 74 39 1/2 +60.0/-90.0 +60.01-90.0 +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 +60.01-81.5 +60.0/-72.1 +60.0/-64.3 +60.0/-60.1 41 112 +60.0/-90.0 +60.01-90.0 +60.01-90.0 +60.01-90.0 +60.01.90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/•90.0 +60.01-90.0 +60.0/-81.5 +60.01-72.1 +60.0/-64.3 +60.0/-60.0 43 1/2 +60.01-90.0 +60.0/-90.0 +60.0/-90.0 +60.0l-90.0 +60.01.90.0 +60.0/-90.0 +fi0.01-90.0 +60.0/-90.0 +60.01-90.0 +60.0/-90.0 +60.0l-81.5 +60.0l-72.1 +60.0/-60.0 47 112 +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.O1-90.0 +60.0l-9O.0 +60.0/-90.0 +60.01-81.5 +60.01-72.1 +60.01-64.3 +60.01-60.0 51 112 +60.0l-90.0 +60.01.90.0 +60.01-90.0 +60.01-90.0 +60.0l-90.0 +60.0/-90.0 +60.O1-90.0 +60.01-90.0 +60.0!•90.0 +60.01.90.0 +60.0l-81.5 +60.0/-72.1 +60.01.64.3 +60.01-60.0 53 112 +60.0l-90.0 +60.0 /-90.0 +60.01-90.0 +60.0/-90.0 +60.0/•90.0 +60.0/-90.0 +60.0l-90.0 +60.01-90.0 +60.0/-89.8 +60.01-86.0 +60.0l-61.5 +60.0l-64.3 +60.0l-60.0 55 1!2 +60.0 /-90.0 +60.0 /-90.0 +60.0 /-90.0 +60.0l-90.0 +60.0 /•90.0 +60.0 /•90.0 +60.0 /-90.0 +60.0 /-90.0 +60.01-85.5 +60.0 /-81.7 +60.0 +60.0/-72.1 +60.0/-64.3 +60.0/-60.0 2 +60.0/-90.0 +60.0I-90.0 +60.0 /-90.0 +60.0 /-90.0 +60.0 /-90.0 +60.0/•85.0 +60.0/•85.0 +60.01.82.3 +60.0/-78.0 +60.0/•74.4 /-78.5 +60.0/-71.3 +60.01.72.1 +60.0 /-64.3 +60.0I.60.0 63 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.01-90.0 +60.01-90.0 +60.0l-82.0 +60.0/-81.4 +60.0/-76.5 +60.0/-72.5 +60.0 /-68.7 +60.0I-64.3 +60.0/-60.0 00/•6 +60.0/-66.0 +60.0/-63.5 +60.0l-61.2 7/8" OVERALL -3/16" ANNEALED --- 1/2" AIR SPACE --3116" ANNEALED 1/2" GLASS BITE SIKAFLEX 552 OR PURFECT GLAZE"H" GLASS TYPE A NOTE: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. .. . ....... ....... --- -7/8" OVERALL -- ----- ---- 3116" TEMPERED - �-- ---- 1/2' AIRSPACE - ---3/16" TEMPERED 1/2" GLASS BITE (31) SIKAFLEX 552 0R PURFECT GLAZE'H" M"r GLASS TYPE B PROPRIETARY AND CONFIDENTAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOfeI WRITOErSYSTEMS, INC. ANY REPRODUCTION IN PART OR N PERMISSION OF CUSTOM WINDOW SYSTEMS, INC, IS PROHIfiI WITHOUT THE LUCAS A. TURNER, FL P.E. 5820, A ADDED FIN UNIT 10/6/12 µuru "1j�/�� ♦♦♦♦♦t�w;tJRE{1 ♦ E :Nf 'r f No 5820.1 13 : '• SLATE OF iOT •'•'c/ P•.' •�� ��i �S •'• 0 R �•6'''C>��♦♦ �i��sj...... �a♦♦♦ {�ii�%GGLVVfZ. �... � WINUDN'S & DOORS 1900 SW 44TH AVE. ' OCALA, FLORIDA 34474 1I7I. cr: DESIGN PRESSURE CHART / GLAZING - NON IMPACT 820 ADE 07/20!201 "1i17`- HORZ. SLIDER: '"``WIN1:1 '�i1' CWS-81 __ A ;Itt:� T: 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 CONFIDENTAL 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. A. TURNER. FL O SECTION D-D ALTERNATE FIN FRAME N Item# Part# Description Vendor Material 1 K6000 Main Fr., w/Flg., PVC, Head Mkron PVC 2 H-6000 Main Fr., w/Flg., PVC, Sill Mkron PVC 3 K6000 Main Fr., w/Flg., P7G Jb. Mkron P/C 4 1-1-1497 Reinf. Sash Meet. Rail Keyrnark Alumnum 6 H-1681 Alum, HD Meet, Rail, Fxd. Keymark Alumnum 7 K1836 Alum, Meet. Rail, Fxd. Keymark Alumnum 8 H-6004 Sash Top/Bol. Rail Mkron PVC 9 K6027 Sash Meet. Rail, P/C Mkron P/C 10 K6028 Sash Pull Rail, PVC Mkron WC 11 F13029 Screen WII tab Hurley Steel 12 PL3033 Screen Spring Hurley Steel 13 P-3113 Screw Support, P/C Tearriiaslics Rubber 14 R3114 #8 x 2" Fh Truss SMS @ rntg rail Fastenal Steel 15 PL3218 Screen frame FlaScreen Alumnum 16 FL3228 Screen Spline Dapa 17 R3321 Screen Corner Key M&M Nylon 18 P-3342 Seam Sealer, SK5504 Schnee 19 PL3352 Set. Blk, 85 Dur.• 1/8" x 7/8" x 2" Lg. FrankLow a Rubber 20 P-3429 Wstp., 0.270 x .187 back RnSeal, Gray Utrafab 21 PL3541 #8 x 1/2" Ph FH Tek @ roller Fastenal Steel 22 R3760 #8 x 7/8" Ph Flat SMS, Whi. @ lock Fastenal Steel 23 PL4479 Weep Cover w/ Flap M&M Nylon 24 R4707 Cam Lock Lawrence Nylon 25 P--4779 Roller, Tandem M&M Nylon 26 FL4959 Wstp., 0.420 x .187 back RnSeal, Gray Utrafab 27 S-1498 Reinforcement, Sash, BtaYSide Rail Keyoark Alumnum 28 S-6005 Roller Track Mkron P/C 29 S-6013 Scrn. Adapt., w/Nib, PVC Mkron P/C 30 S-6063 MTG Rail End Cap Mkron PVC 31 S-6064 Glazebead Mkron PVC 32 S-6077 HD MTG Rail End Cap Mkron P/C 33 GLASS See Sheet 3 34 Sikaflex 552 or Purfecl Glaze "H' Henkel / Truseal 35 H46000A Main Fr., w /Fin., PVC Mkron P C 2 NOTES: ITEM 5 IS NOT USED ON THIS PRODUCT, ALUMINUM EXTRUSIONS ARE 6063-T6 MATERIAL. PVC MAIN FRAME - 6000A _I........ I 1 15116" ......................... 2 3/4" - 1/16" PVC MAIN FRAME - 6000 --{ 1 3/16" - lI $ q o1 PVC SASH SIDE RAIL-6004 4,2 PVC SCREEN CATCH - 6013 PVC SASH PULL RAIL - 6028 5/8" 1� 1/16'• ALUM REINF. SASH RAIL-1497 1/4" 0,31 718" PVC GLAZING BEAD-6064 i r3/4' 1 ... 2 3/16"...._._...� 3/L6."...��............ 15/16"`.� ALUM REINF. S.B.R./S.S.R. - 1498 PVC MTG RAIL HD-COVER-6077 112" —y 3/16"....... I �. -23116"--{ . �.._.. ...... ............ �9) . .L...................... ... ........ ..... . PVC SASH MTG, RAIL-6027 I 70..... 2 1I18„ t. ALUM STD. MTG. RAIL-1836 1 5116" ...._ _. 9/16" PVC MTG RAIL COVER-6063 __.._ ... _...... 3 118" ..._............ 1 718" 1. _.0 ALUM HD MTG RAIL-1681 FRAME CORNER CONSTRUCTION i LCORNER W ELU (ALL SIDE FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME (#14-QTY2) 1 5/16" 1/1 6°-1--IF-- —1 _3/It„ PVC ROLLER TRACK-6005 11,6 SCREW SUPPORT-3113 LUCAS A. TURNER, FL P.E. 5820, A I ADDED FIN UNIT OREIj, I '•, v : No 58201 : ..;'��I WINDOWS & DOORS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 y f a : %9, STATE OF i 4/+ EXTRUSIONS ! B.O.M.- NON IMPACT PROPRIETARY AND CONFIDENTICL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY /26120I12 'i '�•••� P- • N. ixi,�s C �;�;.:�'aC ,$��� ;e:r+�r.a: 620 ".AvrN;:;r AIDE ''"``" WRITTEN PERMISSION OFCUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED y REPRODUCTION IN PART CHAS A WHOLE WITHOUT THE �/2, HORZ. SLIDER 1ID A _ 10/6112 07/20/2012 5OF8 lll MIN. EMBEDMENT [C) [D] 1 3/8" MIN. EMBEDMENT f AtPN' E' 2�1:3K . . ..... P N I N 3. 9V 4 4 1/4" MAX. SHIM 114" MAX. SHIM 211.2" MIN. EDGE DIST. (B] 7/8" MIN EDGE DIST. [C] ID) 4 T GA E ; Vv 7 1. 1 1/4" MIN. EMBEDMENT -- RL (C) 4 fAz 2 1/2" MIN. EDGE DIST - 4ti ... . ... ..... [C) 4 v, .......... t /4" MAX. SHIM R y -S)114JU.zi, -11INn -'ufflND '11Vlk.'X. i tit: t' M. A,',';,' C, k B HORIZONTAL SECTION .. ..... ........... LR" (MASONRY) B HORIZONTAL SECTION _6MAME (WOOD) .... ... . jp:�i-j j% I u 1/4" MAX. SHIM ......... . . 1> rT� REFERENCE NOTES: 1 1/4" MIN. EMBEDMENT A SEE NOTE 9, BHT I [C] 6 SEE NOTE 20, SHT 2 C SLE NOTE 4 SHT 2 0 SEE NOTE 5 SHT 2 2 1/2" MIN. EDGE DIST. [C) 1/4" MAX. SHIM 1> I> 1> (B] 1> O LTERNATE PRECAST SILL DETAIL 1;.* R.S . ....... . . m \,��RAME (MASONRY) LUCAS A. TURNE 112 R. FL P.E. 5820, A ADDED FIN UNIT 10/6 14: 0;' D1, 'fl,, �' tALRE1 1 111" MIN, EMBEDMENT MNDONVS & DOORS GONG."IE TE:Ikjf I (C] No 58201 1900 SW 44TH AVE. BY i; I H t�.. 1 �"4' OCALA, FLORIDA 34474 i IT. 77: ... . . .......... ... ........... ... MIN. EDGE DIST. (C) C7 r INSTALLATION DETAIL THRU FRAME -NON IMPACT A; 1- ;7- STATE OF 4U 1. 0 GE kl) i. 1 1:111 Y ��ERTICAL SECTION PROPRJETARY AND CONFIDENTIAL 10/2612012 820 ADE r'7' 07/2012012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE ��RxmE SOLE PROPERTY OF CUSTOM —17W—c". 7K., ";", 's " ' ..... ** 't� -' WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE HORZ, SLIDER NTS CWS-814 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. 13 PROHIBITED. 1,, '0 N AL S ,," 1111111110%, - [G) 1/8" MAX. SHIM ............. .... ... A--.-�7 -RI 118" MAX. SHIM G B:e I. ,.,..,._.1 , REFERENCE NOTES! "F-'\HORIZONTAL SECTION A SEE NOTE 9 ' SHT 1 B SEE NOTE 2&3 SHT 2 C SEE NOTE 4.'SHT 2 D SEE NOTE 5. SHT 2 E SEE NOTE 6, SHT 2 F-ANOE 1/8" MAX, SHIM F SEE NOTE 7, SHT 2 .......... ... G SEE NOTE 10. SHT 2 ................ [G) LUCAS A. TURNER, FL P.E. 58201 A ADDED FIN UNIT 10/6/12 -��VERTICAL SECTION .......... . .. ........ lrkat�m WINDOWS & DGAIS No. 58201 -A 1900 SW 44TH AVE. OCALA, FLORIDA 34474 INSTALLATION DETAIL THRU METAL - NON IMPACT STATE OF �14.1 PROPRIETARY D CONFIDENTIAL 10/26/2012 820 oy AIDE JITI 07/2012012 AN --�TS 7', o THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM %-.:A:.E WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE♦HORZ. SLIDER CWS-814 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ' ir, " ` -�7 �01-8 r 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 JSTALLATION ANCHOR 10 WOOD SCREW J/ INTEGRATED WASHER 2 BY WOOD BUCK — --- ------ -- 3/8" MIN, EDGE DIST, •] BY OTHERS IF] 2 BY WOOD RUCK [A] BY OTHERS 1/4" MAX SHIM A] IB] 318" MIN. EDGE DIST, INSTALLATION ANCHOR, IF] H10 WOOD SCREW W/INTEGRATED WASHER I IF] 1/4" MAX SHIM /?' Ell !JIZ MIN. EMBEDMENT I IF] SHEATHING ..._._..........__...... >. BY OTHERS • u EXTERIOR FINISH-- 7 BY OTHERS C7 SEALANT BEHIND FIN----/ \- PERIMETER SEALANT BYINSTALLER BYINSTALLER WIND UW WRAP BYINSTALLER REFERENCE NOTES: H ,HORIZONTAL SECTION (Al SEE NOTE , SHT 1 (81 SEE NOTE 204, O 1/4" MAX SHIM [B] FIN (WOOD) (C] SEE NOTE BHT 2 [D] SEE NOTE 5, SHT 2 0 0 ,•$d_„,v�.„„]�, ............___..............._...... ,.,, - E SEE NOTE 6, SHT 2 [F] SEE NOTE 7, SHT 2 MIN. EDGE DIST, 1 A. IF] `-2 �• $?' "�""' � BY WOOD BUCK \ \-`""`"""" """�""` B OTHERS LUCAS A. TURNER, FL P.E. 58201 A ADDED FIN UNIT 10/6/12 oR;+• •°• �— INSTALLATION ANCHOR, ,Vip q, ° 410WOOD SCREW W/ INTEGRATED WASHER IDRE ...... �p1L�R6tq: _����IA�_.-• .✓.. i IF] ; VQ=..4� •p�� � 4GL(JVYG '. ' ,� •: ✓� "I WINDOWS & DOORS �............... .._. --"'-- �': MIN. EMBEDMENT No 59201 ;? 1900 SW 44TH AVE. IF] t ; : y _ OCALA, FLORIDA 34474 (✓('\VERTICAL SECTION ;FIN (WOOD) z� * = -p ; .9 ; INSTALLATION DETAIL WOOD CONST NON IMPACT \-8 PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION i©{�''. �` V. ..'�` •: 620 ��i �s • C t'_••+C2���� ADF U7/20,ZU12 A t:.[:' 1, CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN H •�I• l��, ,s/�M1f�4 �``��� HORZ. SLIDER (_ ^ "'" NTS CWS-614 PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED./���71117111�V1V 7. .,,..; ! r.,K: OF 8 _a Submit Surcharge Sta is & Facts Publications FBC Staff .m. BCIS Site Map Links Search Product Approval Menu > ?rodu:t or A.nolicallon Search > Aopiicadon list > Application Detail FL # Application Type Revision Code Version 2010 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael La Fevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Cal Ledy 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc ews Singe - ung Certification Mark or Listing Keystone Certifications, Inc. Keystone Certifications, Inc. Standard AAMA/ W DM A/CSA/ 101/I. S. 2/A440- 08 ASTM E 1300-04 Method 1 Option A 10/30/2012 10/31/2012 11/04/2012 Year 2008 2004 r ✓• �' 9 ',''� r 'I } C _......�<..«...-,.z._e....._...r.w..udwwa_......_,...s w........._...ate—.,u...a�,._......_.....�......:.......w.mw.Aw....uwu .. .._S .n. 4. ..c a... x_o... �'I... -si.� ,..+...�;..-.a.x. ...,...._,i BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links - Search Busines;Product f; T roval Profess�Onal USER: PublicUser \` ry Product Approval Menu > Prrdn,t or A.o-liration Sf-a:,h > Application List nl Search Criteria Refine Search Code Version 2010 FL# 15801 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications ....... ...................... _. _ . ....... _........ FL# Type Manufacturer Validated By :Status Revision Custom Window Systems Inc. Keystone Certifications, Inc. Approved History Category: Windows (717) 932-8500 Subcategory: Single Hung *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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 vrish to supply a personal address, please provide the Department voth 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: El 109 FE Im 4 �I 64 1 /4" MAX. OVERALL FLANGE HEIGHT 63" MAX. UNIT HT. 30 3/4" MAX. SASH SINGLE HUNG ELEVATION (NON -IMPACT) (SHOWN W/ DIFFERENT OPTIONS) ....__....._....... .._................_.,. __..............._. _ ._ a MAX OVERALL MAX FLANGE WIDTH FLANGE WIDLTI•I 53" MAX. UNIT WIDTH I _ .37" MAX. UNIT WIDTH...._.......... —I ' 48 13116" GLASS DLO —1 ----- 32 13/16" GLASS DLO.__ 1 6 I I 27112" 27112" GLASS O GLASS DLO DLO I I i 63" I I MAX. UN HT 64 1/4" I MAX. 27112" OVERALL GLASS FLANGE ! 271/2" DLO HEIGHT 30 3/4" GLASS MAX. X DLO J SASH HEIGHl I I 46 114" 30 1!4" GLASS DLO --------- j GLASS DLO i.... ___. ....__....._ 49 9116" .___ . ! -� ��� � -- 339/16" MAX. SASH WIDTH MAX. SASIA WIDTH DESIGN PRESSURE RATING +/- 50 (FLANGE) --- +/-40 (FIN) TABLE OF CONTENTS 46 114" 30 1!4" GLASS DLO --------- j GLASS DLO i.... ___. ....__....._ 49 9116" .___ . ! -� ��� � -- 339/16" MAX. SASH WIDTH MAX. SASIA WIDTH DESIGN PRESSURE RATING +/- 50 (FLANGE) --- +/-40 (FIN) TABLE OF CONTENTS Lucas Turner GENERAL NOTES & ELEVATIONS.....1 2012-10-26 10:14-04:00 ANCHOR SCHEDULE & NOTES .......... 2 DP CHARTS & GLAZING DETAIL........3 Z SECTION VIEWS & ALT FRAME .......... EXTRUSIONS & B.O.M 4 5 PROPRIETARY AND CONFIDENTI4L 10/26/2012 ......................... INSTALLATION DETAIL .......................6-8 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. 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". 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 33 113% 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. 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 SH-810. 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 FOLLCWING: X = OPERABLE SASH, O = FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LUCAS A. TURNER, FL P.E. 58201 8" MAX I ANCHOR LAYOUT - (FIN) THRU FIN (WOOD OPENING) -%40 DP NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. -- SEE NOTE 7 4" (@ M n�to 4 HT.. MLTAL.OR v10bo-OG -I,(I OP SEE NOTE INSTALLAT ANCHORS ANCHORLAYOUT- (FLANGE) THRU FRAME (MASONRY. METAL. OR WOOD OPENING) •1-GS DP 2. USE SHIMS WHERE SPACE GREATER THAN 111 6"IS PRESENT. SHIM AS RED AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4" FOR MASONRY OR WOOD, AND 1!8" FOR METAL. 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 2 112", IN ANY DIRECTION, SHALL BE ACHIEVED. 5. 410 WOOD SCREW ANCHORS 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 718", IN ANY DIRECTION, SHALL BE ACHIEVED. G. #10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH 1'0 ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7. #10 WOOD SCREW ANCHORS WITH INTEGRATED WASHER INTO FIN 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 3/W, 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. iP 9. 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. LUCAS A. TURNER, FL P.E. 58201 10 INSTAI-LAA. WOOD-rION ANCHOR MNIMUM SPECIFIC GITIES RAVITYOOF G=0.55 (SOUTHEDUCTS RN ARE BASED ON N PINE OR GREATER) SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ```�����.......... .. RELN 'lot ol, B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2846 PSI. ; �C Eli ,g`�:�`Q✓ , C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. v 1 No 56201 D. ALUMINUM - 118" THICK MIN., 6063 T5 MIN. E. STEEL - .060" THICK MIN., 33 KSI MIN. _ 11. 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 00 (FIN WINDOWS), FMAMA 200 (FLANGE WINDOWS), PROPRIETARY AND CONFIDENTIAL 10/26/2012 RITHE FMAANIW DMA 250 (BOX WINDOWS), INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM FMA/AAMAANDMA 300(EXTERIOR DOORS). WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITI IOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. Design Pressures -Flange (PSF) with Glass Types A, B, C, or D Unit Sash Unit Widths (in.) Heights (in.) Heights (in.) lk27 1/2 29 1/2 .31 1/2 35 112 1 37 39 1/2 41 112 43 1/2 47 112 51 1/2 53 35 1/2 17 +65.0 / -97.5 +65.01-97.5 +65.0 / -97.5 +65.0 / -97.5 +65.0 / -92.1 +65.0 / -87.2 +50.0 / -75.0 +50.0 / -75,0 +50.0 / -75.0 +50.0 / -75.0 +50.01-75.0 +50.0 / -75.0 39 1/2 19 +65.0 1 -97.5 +65.0 / -97.5 +65.0 1 -97.5 +65.0 / -97.5 +65.0 / -86.0 +65.0 1 -81.2 +50.0 / -75.0 +50.0 / -75.0 +50.0 / -75.0 +50.0 ! -75.0 +50.0 / -71.6 +50.0 1 -69.1 41 1/2 20 +65.0 / -97.5 +65.0 1 -97.5 +65.0 / -97.5 +65.0 / -97.5 +65.0 / -83.5 +65.0 / -78.8 +50.0 / -75.0 +50.0 / .75.0 +50.0 / -75,0 +50.0 _/75.0 +50.0 / -69.0 +50.0 1 -66.6 43 1/2 21 +65.0 1 -97.5 +65.0 / -97.5 +65.0 / -97.5 +65.0 / -97.0 +65.0 / -81.2 +65.0 / -76.6 +50.0 / -75.0 +50.0 / -75.0 +50.0 / -75.0 +50.0 1 -73.9 +50.0 I -66.6 +50.0 / .64.2 47 1/2 23 +65.0 / -97.5 +65.0 / -97.5 +65.01-97.5 +65.0 / -93.3 +65.0 / -77.5 +65.0 / -72.9 +50.0 / -75.0 +50.0 / -75:0 +50.0 / -75.0 +50.0 / -69.6 +50.0 / -62.6 +50.0 / -60.3 51 1/2 25 +65.0 / -97.5 +65.0 / -97.3 +65.0 / -97.3 +65.0 / -90.7 +65.0 / -74.7 +65.01-70.0 +50.0 / -74.8 +50.01-74.8 +50.0 / -74.6 +50.0 / -66.0 +50. 1/ -59.2 +50.0 / -57.0 53 1/2 26 +65.0 / -91.5 +65.0 / -90.1 +65.0 / -90.1 +65.0 ! -89.7 +65.0 / -73.5 +65.0 / -68.8 +50.0 / -69.3 +50.0 / -69.3 1 +50.0 / -69.3 +50.0 / -64.5 I +50.0 1-17 7 55 1/2 27 +65.0 ! -85.8 +65.0 / -83.8 +65.0 / -83.8 +65.0 / -83.8 +65.0 / -72.5 +65.0 / -67.8 +50.0 / -64.4 +50.0 / -64.4 +50.0 / -64.4 +50.0 / -63.1 +50.0 / -56.4 +50.0 / -54.2 59 112 29 +65.01-76 65.0 / -73.3 +65.0 ! -72.9 +65.0 / -72,9 +65.0 / -70.9 +65.0 / -66.1 +50.0 / -56.1 +50.0 / -56.1 +50.0 / -56.1 +50.0 / -56.1 30 3/4 / -66.1 +65.0 / -65.3 +65.0 / -65.0 +65.0 / -65.0 +65.0/-65.0 +50.0 / -50.0 +50.0 / -50.0 +50.0 / -50.0 +50.0 / -50.0 +50.0 / -50.0 +50.0 / -50.0 Design Pressures -Fin (PSF) with Glass Types A, B. C, Or D Unit Sash Unit Widths (in.) Heights (in.) Heights (in.) 23 112 27 1/2 1 29 1/2 31 1/2 35 1/2 37 39 1/2 1 41 1/2 43 112 1 47 1/2 51 1/2 53 35 1/2 17 +50.0 / -60.0 -1 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -59.9 39 1/2 19 +50.0-60.0 +50.0 / -60.0 +50.0 ! -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -57.1 +50.0 / -55.1 41 1/2 20 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 1 -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -55.0 +50.0 / -53.1 43 112 21 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 1 -60.0 +50.0 1 -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -58.9 +50.0 / -53.1 +50.0 / -51.2 47 1/2 23 +50.0 / -60.0 +50.0 / -60.0 _/ +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 ! -60.0 +50.0 / -55.5 +49.9 / -49.9 +48.1 / -48.1 51 1/2 25 +50.0 / -60.0 +50.0 59.9 +50.0 / -59.9 +50.0 / -59.9 +50.0 / -59.9 +50.0 / -59.9 +50.0 -/59.9 +50.0 / -59.9 +50.0 / -59.5 +50.0 / -52.6 +47.2 / -47.2 +45.4 / -05.4 53 112 26 +50.0 / -56.3 +50.0 / -55.5 +50.0 ! -55.5 +50.0 / -55,5 +50.0 / -55.5 +50.0 / -55.5 +50.0 / -55.5 +50.0 / -55.5 +50.0 / -55,5 +50.0 / -51.4 +46.0 ! -46.0 +44.3 / -44- 55 1/2 27 +50.0 / -52.8 +50,0 /.-51.5 +50.0 1 -51.5 +50.0 ! -51.5 +50.0 / -51.5 +50.0 1 -51.5 +50.0 / -51.5 +50.0 / -51.5 +50.0 / -51,5 +50.0 1 -50.3 +45.0 / -45.0 +43.2 / -43.2 59 1 /2 29 +46.9 / 46.9 +45.1 / 7 1 +44.8 / -04.8 +44.8 / 44.8 +44.8 / -04.8 +44.8 / -04.8 +44.8 / -44.8 +44.8 / -04.8 +44.8 / -04.8 +44.8 / -04.8 +43.1 / 43.1 +41.4 63 30 3/4 +42.8 / -42.8 +40.7 / -40.7 +40.2 / -40.2 +40,0 ! -00.0 +q0.0 / -40.0 +40.0 / -40,0 +40.0 / -40.0 +40.0 / -40.0 +40.0 / -40.0 +40.0 / -40.0 +40.0 / 40.0 +40.0 / 40.0 t'------- - 7/8" OVERALL �+ 1/8" ANNEALED r - 518" AIR SPACE j 1/8" ANNEALED 112" GLASS BITE ........................ . 39 ..�. 552 SIKAFLEX 1 PURFECT GLAZE GLAZE"H" U O GLASS TYPE A NOTE: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. -7/8" OVERALL ' -- '- 3116" TEMPERED - 1/2" AIRSPACE - -3116" TEMPERED i i i ' I ( 1/2" GLASS BITE SIKAFLEX 552 OR PURFECT GLAZE "H" GLASS TYPE D - ............... ... 718" OVERALL ---- ----- 1/8 TEMPERED _ -- 5/8" AIR SPACE -- 1/8" TEMPERED _....... _...i GLASS BITE - ..... 7/8" OVERALL ...... J -3116" ANNEALED r --- 112" AIRSPACE SIKAFLEX 552 OR -3/16" ANNEALED .� PURFECT GLAZE "H" O ............._.�. { GLASS TYPE C 1/2' GLASS BITE 1 I 39) SIKAFLEX 552 OR --1---- "H" LUCAS A. TURNER, FL P.E. 58201 A ADDED FIN UNIT 10/6/12 .JJI PURFECT GLAZE � '� ���Nufraflirrl�i � I" NINDCINS & DO D(IOBti ";�-P No 58201 ' 1900 SW 44TH AVE. GLASS TYPE B C t ; * : OCALA, FLORIDA 34474 * DP CHART! GLAZING OPTIONS- NON IMPACT STATE OF 46 +i�''� 810 PROPRIETARYAND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE. SOLE PROPERTY OF CUSTOM •;c( q•P ? �I ' O Fi t ��,`� _ ADE 06/03/2012 ':il-. i.--:'�..'i:� A WHO ITHOl1T THE WRITTWINDOW SYSTEMS INC. ANY REPRODUCTION IN EN PERMISSION INC. AS i5,` '�,I$,/O ���` SINGLE HUNG 1 1 CWS-806 OF CUSTOM WINDOWS STEMS PROHIBITED.LE ; f ' \ /", A 3OF8 EXTEF SECTION A -A TYPICAL VERTICAL SECTION fERIOR TERI OR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED LITE CUTAWAY, RIGHT SIDE SHOWS SASH CUT AWAY SECTION C-C ALTERNATE FIN FRAME LUCAS A. TURNER, FL P.E. 58201 NOTES: ITEMS 10,11,13-17. ARE BUT NOT SHOWN FOR CLARITYSED PROPRIETARY AND CONFIDENTLAL 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. ITEM. PART. DESCRIPTION Vendor Material 1 H-6000 Frame Head, Fig, Single Hung Mikron PVC 2 H-6000 Frame Sill, Fig, Single Hung Mikron PVC 3 H-6000 Frame Jamb, Flg, Single Hung Mikron PVC 4 H-1836 Alum. Fixed Meet Rail Keymark ALUMINUM 5 H-1497 Reinforcement for STIR Keymark ALUMINUM 7 H-6004 Sash Side Rail Mikron PVC 8 H-6027 Sash Top Rail Mikron PVC 9 H-6028 Sash Bottom Rail Mikron PVC 10 P-3029 Screen Pull tab Hurley STEEL 11 P-3033 Screen Spring FlaScreen SS 12 P-4056 Sash Cam M&M NYLON 13 P-3114 #8 x 2 Phil Truss SMS Fastenal STEEL 14 P-3218 Screen Frame FlaScreen ALUMINUM 15 P-3228 Spline Dapa 16 P-3321 Screen Corner Key FlaScreen NYLON 17 P-3342 Seam Sealer Schnee 18 P-3352 Seting Block Frank Lowe RUBBER 19 P-3429 Wslo., 0.270 x 0.187 back FinSeal ftafab 21 P-3541 #8 x 3/8 Pan Phil Tek Fastenal STEEL 23 P-4707 Cam Lock Lawrence NYLON 25 P-3760 #8 x 7/8" Ph Fh, Wnl Fastenal STEEL 27 P-4479 Weep Housing & Flap Assm. M&M NYLON 28 S-1498 Reinforcement for SSR Keymark ALUMINUM 30 S-6013 Screen Catch Mikron Mikron 33 P-3113 Screw Support Team Plastic RUBBER 35 S-6029 Sash Stop Mikron PVC 36 S-6063 Fixed Rail Cover Mikron PVC 37 S-6064 Glazing Bead Mikron PVC 38 Block & Tackle Balance BSI 39 1 Sikallex 552 or Purfect Glaze'H" Henkel / Truseal 40 1 # 10 x 1 112" Panhead SMS 41 P-4959 Wso., 0.420 x 0.187 back FinSeal Ultrafab 42 GLASS See Sheet 3 43 H-6000A I Frame, Fin, Single Hung Mikron I PVC 2 PVC MAIN FRAME - 6000 -- 1 3116" PVC SASH SIDE RAIL-6004 I- 1 1l8" PVC SCREEN CATCH - 6013 1 r- PVC SASH BTM. RAIL - 6028 .I.......... 1.• - 1/16.' L. REINF. SASH TOP RAIL-1497 ALUM 6063 T-6 1 M'. i 7/8" PVC GLAZING BEAD-6064 1 3M •314"-1 ... .......... 1— REINF. S.B.R./S.S.R. - 1498 2 ALUM 6063 T-6 PVC SASH STOP-6029 1/2" - - —23/16"— r' f 8 Y I 1/16" ......c_, PVC SASH TOP RAIL-6027 1 1 /2" -- } Ir�fJU 0 l"J._�� LrJ 21I8„ ..._ i I MTG. RAIL-1836 ALUM 6063 T-6 f 1 S116" ' I.....-...............(6 - - 9/16" PVC MTG RAIL COVER-6063 FRAME CORNER CONSTRUCTION Z CORNER WELD (ALI. SIDE. FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME USING (#13-gty2) 3n6'•....__. PVC MAIN FRAME FIN - 6000A. SCREW SUPPORT-3113 LUCAS A. TURNER, FL P.E. 58201 A .gDDED FIN UNIT 10/6/12 .,\\�urrrrbq, �5` Np10REtq• 5-WINDOWS ••i & DD JBti NO 58201 %-P 1900 SW 44TH AVE. OCALA, FLORIDA 34474 �'J EXTRUSIONS / B.O.M.- NON IMPACT :3"% STATE OF : W0.;!tr.tr� NOTES: ITEMS6,20,24,26,29. 10/26/2012 ''+OT•.�, v :, 810 ADE 08f03l201 PROPRIETARY AND CONFIDENTIAL ,• D R t r , ^: ti)I.l 31,32,34 ARE NOT USED ON THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM •�i , UPIA4> �\ , "' ., y '• ..... �J'�J SINGLE HUNG 1:2 "`t'r''' CWS-80 THIS PRODUCT WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE I / � � WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. Ir)TrrN r)�r\1\1, - ; `-IFI`: A ''SL I. OOFB X� I EMBEDMENT o" ll/lMN E BED ENT (Cl A 1/B4" MAX. SHIM NA 2. 1 12" MIN. EDGE DIST. ] ( 'A;- (Cl ll ..... .... . . 4.1 4 4 w. "K 1 114" MIN. EMBEDMENT i", [C] I 2 1/2" 4 MIN. EDGE DIST, t I� ° ° 1/4" MAX. SHIM [B] "I'l �K ny I>i--, Al B ,)HORIZONTAL SECTION \ E. Rl(nk—:,.',�', i FRAME (MASONRY) 'A "l."N Sll 1/4" MAX, SHIM N R GI ............................... MIN EMBEDMENT CONC. 6y 0 ZS, < 2,.1,/2" MIN EDGE DIST. (C) . . ... ....... ....... ............... P f i 1 :.P: ;,I I.,; A VERTICAL SECTION \_6"FRAME (MASONRY) 1 3/8" MIN. EMBEDMENT JDJ 1/4" MAX. SHIM 1BJ A 18" MIN. EDGE DIST. DI R `V41 FiNI GHORIZONTAL SECTION �6_/FRAME (WOOD) 114" MAX. SHIM 1> IA." MIN EMBEDMENT [Cl t> . ... ...... J. ......... ... . MIN EDGE DIST. (C) D '10L1ERWE PRECAST SILL DETAIL 1115-"RAME (MASONRY) LUCAS A. TURNER. FL P.E. 58201 FArADDEE 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. .t REFERENCE NOTES A SEE NOTE 9, SHT I B SEE NOTE 20, SHT 2 C SEE NOTE 4 SHT 2 D SEE NOTE 5: SHT2 rE�VERTICAL SECTION [G] --- 1/8" MAX. SHIM �151'llnl: lllyb�%t A--r--R iN iAL L At SHIM PROPFUETARYAND 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. F -\HORIZONTAL SECTION LUCAS A. 58201 REFERENCE NOTES A SEE NOTE 9, SHT 1 6 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 SHEATHING BY OTHERS —� EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BYINSTALLER PERIMETER SEALANT BYINSTALLER WINDOW WRAP ---- BYINSTALLER SEALANT BEHIND FIN BYINSTALLER WINDOW WRAP ---- BYINSTALLER PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH ----- BY OTHERS SHEATHING BY OTHERS — 1 1/2" MIN. EMBEDMENT IF] ...................... ... — 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, P, e. •' .. 910 WOOD SCREW WITH INTEGRATED WASHER lF] • IO•" `"'"�� ' 3/8 MIN EDGE DIST, oy 1/4" MAX. SHIM fB] ' I- 1/4" MAX. SHIM 1 r� ; 3(.6" MIN. EDGE DIST. , s• F p 0 .2 BY WOOD BUCK r °°` W....,_ ._`�,."__.___._"'"`".� BY OTHERS o.o. - INSTALLATION ANCHOR, #10 WOOD SCREW WITH INTEGRATED WASHER � IFl — 1_1l/2" MIN. EMBEDMENT fF -----------316_" MIN. EDGE DIST. 2 BY WOOD BUCK— IF] BY OTHERS (A) MAX. SHIM INSTALLATION ANCHOR, - #10 WOOD SCREW WITH INTEGRATED WASHER \, " IF] \i ; 1 112" MIN. EMBEDMENT IF] T-e1 I SHEATHING .................. ___ BY OTHERS • .� C og cr o`9gO� o•oD\° EXTERIOR FINISH�� BY OTHERS \ ---WINDOW WRAP �. BYINSTALLER SEALANT BEHIND FIN --- J BYINSTALLER PERIMETER SEALANT BYINSTALLER ,Fi HORIZONTAL SECTION FIN (WOOD) (G)VERTICAL SECTION ------ - PROPRIETARY AND CONFIDENT AL 10/26/2012 �7JFIN (WOOD) 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, A. TURNER. FL P REFERENCE NOTES A SEE NOTE 9, SHT 1 B SEE NOTE 2&3, 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 FIUI rwa oununiy vwc vunne 7r-- ..:.(.c a I, ti„` BCIS Home Log In User Registration Hot Topics Business f`_ Product A Professional , USER: Publicpprov User r{.�sr r 4`s s Submit Surcharge Sta is &Facts Publications FBC Staff BCIS Site Map Links Search Product ADDroval Menu > Product or Ao ollca lion Search > Aoo'ica tion List > Application Detail FL # FL12192-R2 ` Application Type Revision i Code Version 2010 Application Status Approved Comments 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 Jovanovic Alex alex.jovanovic@kpproducts.com Technical Representative Alex Jovanovic Address/Phone/Email 1 Memorial Drive Richford, VT 05476 (416) 553-6818 alex.jovanovic@kpproducts.com Quality Assurance Representative Alex Jovanovic Address/Phone/Email 255 Summedea Road Brampton, NON -US 12345 (416) 553-6818 alex.jovanovic@kpproducts.com Category Panel Walls Subcategory a I U—id mg Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2014 Validated By Robert J. Amoruso, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL12192 R2 COI ICC Certificate of Independence.odf Referenced Standard and Year (of Standard) Standard ASTM D3679 Equivalence of Product Standards Certified By Sections from the Code Year 06a OW Aft Aft r%lig Product Approval Method Method 1 Option C F I L Fm ko %J Date Submitted 02/17/2013 Date Validated 02/22/2013 Date Pending FBC Approval 04/09/2013 Date Approved 04/09/2013 v~.fl oridabuildi ng .org/pr/pr_app_o.aspx?pararri=wGEVXQvvtDq uIQ4AU C%2fEH M I N M LpuOkvzoij ijfai %2fB9w5i)dD FUW g %3d%3d 1/4 rionaa ouuaing uoae unune Summary of Products _ ........... _.__.._._._...................... __-_-_......._.-----..._.__._.._._._.....__..,.._.__....__..�. _.. FL # Model, Number or Name Description 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 I Evaluation Reports Other: Installed only on exterior walls over solid sheathing j FL12192 R2 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.2 Double 4" Horizontal Dutch Lap Limits of Use Installation Instructions Approved for use in HVHZ: No ( FL12192 R2 II Kavcan Installation.pdf 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. 12192.3 D-4 Marquis Double 4" Horizontal Limits of Use j Installation Instructions Approved for use in HVHZ: No I FL12192 R2 II Kavcan Installation.pdf 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 j Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.1)df capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. i 12192.4 D-5 Contessa Double 5" Horizontal Limits of Use ( Installation Instructions Approved for use in HVHZ: No PE FL12192 R2 II Kavcan Installation.odf Approved for use outside HVHZ: Yes i Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A i Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.1)df 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: Design Pressure: +70/-70 j 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.E D-5 Vertical Double 5" Vertical Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 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 i FL12192 R2 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 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.pdf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A j Created by Independent Third Party: Design Pressure: +70/-70 i Evaluation Reports Other: Installed only .on exterior walls over solid sheathing i 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 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Single 6-1/2" Horizontal Installation Instructions FL12192 R2 II Kavcan Installation.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: vwvm.fl on dabui I di ng .org /pr/pr_app_c tl.as px?parani=mGEVXQvvtD q u4Q4AU C %2fEH M I N M LpuOkvzoij ijfai %2fB9w5i>DF U IW g %3d%3d 2/4 r-ioriaa ouiming uoae ursine Design Pressure: +70/-70 I 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. 12192.9 Ocean Park Bevel Double 4-1/2" Horizontal Limits of Use 1 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 1 FL12192 R2 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.10 Ocean Paris Cove Double 4-1/2" Horizontal Limits of Use j Installation Instructions Approved for use in HVHZ: No 1 FL12192 R2 II Kavcan Installation.odf Approved for use outside HVHZ: Yes 1 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 1 FL12192 R2 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.11 Platinum Series D-4 Double 4" Horizontal Limits of Use Installation Instructions Approved for use in HVHZ: No 1 FL12192 R2 II Kavcan, Installation.odf Approved for use outside HVHZ: Yes 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 1 FL12192 R2 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. j 12192.12 Platinum Series D-4 Dutch Lap Double 4" 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: 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. 12192.13 j Platinum Series T-3 Triple 3" Horizontal Limits of Use i Installation Instructions Approved for use in HVHZ: No t FL12192 R2 II Kavcan, Installation.edf 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 i 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. 12192.14 Prova I Double 4-1/2" Horizontal Limits of Use i Installation Instructions Approved for use in HVHZ: No FL12192 R2 II Kavcan Installation.odf Approved for use outside HVHZ: Yes i Verified By: ICC Evaluation Service, LLC I Impact Resistant: N/A I Created by Independent Third Party: j Design Pressure: +70/-70 1 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. I 12192.15I Sierra Double 4-1/2" Horizontal Limits of Use Installation Instructions Approved for use in HVHZ: No I 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 i FL12192 R2 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.16 ' T-3 Classic Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Triple 3" Horizontal Dutch Lap Installation Instructions FL12192 R2 II Kavcan Installation.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: ~.floridabuilding.org/pr/pr�_app_o.aspVpararri=vvGEVXQwtDq ul24AUC%2fEHMINMLpuOk\rzoijijfai%2fBMi)dDFUWg%3d%3d 3/4 u u i Y n ui tug Dulluu ly i,cxle v11u l ro uesign rressure: tiu/- iu ; evaluation nepores Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.1)df capable of withstanding the design wind loads. Must be installed j as per the manufacturers installation instructions. 12192.17 . T-3 Horizontal Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +70/-70 Other: Installed only on exterior walls over solid sheathing capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. Triple 3" Horizontal .. ..... .-....... _... .... ...... -_........_........ ........ _......... ............... .............._...... ............. Installation Instructions FL12192 R2 II Kavcan Installation.Ddf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL12192 R2 AE ESR-1495.1)df EW 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 vrith 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 Mich 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: MI®LEE 0 et'e I It i as r�iE•� vwm floridabui Iding.org/pr/pr_app_o.aspx?param=wGEVXQWDq uk24AU Cg/o2fEH M I N M LpuOkvzoijiifai g/`2fB9N5i)dD FU lotyl g %3d%3d 4/4 N 3 t i 5 °' i0e, 1,27IT-TF., �° 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 5/16° minimum in diameter Shank should be 1(8" in diameter. i 118" min X — 5,16" min. i Screw fasteners Screw fasteners can be used if the screws do not restrict the normal expansion and contraction movement of the vinvl siding panel on the wall. Screws must be centered in the slot with a minimum 1132" space beNueen 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 Vinyl sidira Wood lap siding Fanfold underlayment Original sneating taLfles 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). 'F .3 Use of staples when installing siding . . F s 4,. Concrete or blocks Fastener Vinyl siding Fun'ing strip 314' min.} Over concrete or blocs 7 Installing cc ssori s Before the siding itself can be hung, a number of accessories must be installed first, including starer strips, corner posts, window flashing, trim, and J-channels over the roof lines. Starter trim �, R • 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 1,4" less �� than the width o� she starer 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. u a • 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 Starer trim installation residing applications: Measure down from the soffit at one comer of the house to the top of welc � r�S:,s!4nt "Wrier the foundation and subtract 114" less than the width of the starer strip. Make a mark on the wall and record the measurement. Transfer the measurement to the other corner of the wall. t k � Snap a chalk line in between the corners at the marks. Repeat the procedure around the entire house. r c • Using the chalkline as a guide, install the top edge of the starer strip along the bottom of the _µ chalkline, nailing at 10" intervals. Allow space for the corner posts, J-channels, etc. • Keep the ends of starer trims at least 1 A" apart to allow for expansion ' 3 • Nail in the center of the starer strip nailing slots. F Notes: When using insulationlbackerboard, fur the starer 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 starer strip: remember to drill minimum 1%8" diameter weep holes no more than 24" apart. Outside and insidecorner posts • A water resistant material should be used to flash the inside and outside corners a minimum of 10" on each side before installation of the comer. • Place the corner post in position, allowing a 1t4" gap between the top of the post and w the eave or soffit. t • Position a rail at the top of the upper slot on both sides of the corner post; leaving a 1/32' gap between the nail heads and the corner 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 1,132" 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 34" below the starer strip. Make sure the posts are plumb ii.e., vertically straight). • If more than one length of corner post is required, overlap the upper piece over ti I the loi.ver piece by cutting away 1" of the i railing flange on the top piece. Overlap 3?4"; I Iss " allowing 1f4" for expansion. This method will ; F i j produce a visible joint between the two posts, t but will allow water to flow over the joint, I ' ` J., reducing the chance of water infiltration. outside comer inside comer spi cno de'.ail salicing detail Starer trim at corners Starer trim and outside corner post t ti 4 ; l Starter trim and inside corner post 13 Installinga i dows, doors and roof lines 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 railing 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). 9.. ® Install the jamb flashing by pressing the flashing into the sealant beads at the window jambs. Extend the bottom edge of the jamb flashing approximately 1i2" Ir win short of the sill flashing edge, and extend the top edge approximately 81.,Z beyond I he head of the window; where the head flashing will be placed next (figure B). ffi Fasten the jamb flashing along the edges further most from the window. • 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). o 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 101' 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 for job -specific recommendations. A 61:21 6t2.rr,rP 3 VT �njn ,e D Flashing new window installations Refer to window manufacturer's instructions and ASTtvf E2912, Standard Practice for Installation of Exterior Windotlws, Doors and Skylights for the proper flashing installation method for the window type and wall configuration on the project. ure F �A figure B .isiding.` a Installing Darnels • 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 318" when installing in temperatures below 40' F. If the panels are 20 feet or longer, increase the gap to 311 • Do not drive the head of the fastener tightly against the nail slot. Leave 1%32" 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 should be fully engaged, however, the panels should not be under vertical tension or compression when they are fastened. • Since vinyl siding moves as the temperature changes, make certain that the vinyl panels can move freely in a side -to -side direction once fastened. 74':e-au ,� -fe.: stani. wrier sriap !S--to sIat' Installing the first panel • 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. r'itting 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. 16 J-channel detail '1.. Siding panel overlap KAYO )V TM orizontal 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 114" 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. • Transfer 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 sidinc. Undersell 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. idewa i flashing at rood' 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. e 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. • 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. VVater 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. V IZ $' _ T- 4_ Measuring the width of the section, to cut Measuring the height of the section to cut r, N Installing the top panel the - dirf, panel Side wall flashing 4 so i9=a;it',er'srs� �. > '"an€rrabrane l W "Dut "1hind dra ed f, Kickout flashing 17 i Under- eave 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 1" from the back of the undersill trim and lapping the sections, leaving a 114' 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 wail is to use a frieze plate and crown molding. Secure frieze plate (either with or without a soffit receiver), no more than 1T on center. Allow 114" 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 114". 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 he 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. a Yi t«`. a �i .. .,- ,.:,,s.`.. 5.•iC -?'Jii snap "00". � _J as vxii j unvh rr ID a=—e ,thy: arva:cut N"a 1, jr-set Top panel installation Top panel installation using using dual undersill trim frieze plate and crown mold ff Last full siding panel on the top of the wall 1l4" Splicing of the undersill trim Installing the top panel F KAY-EIG07 www.kaycan.com Ail company names and product names are trademarks or registered trademarks of KAYCIIN. Cc 2g07 KAYCAN. All rights reserved. Gene Pinson , 8524 Malberry Cir. Port St Lucie Florida 51.0' 26 ' To Utility Line 11.0' Proposed 20.0' Sun Room �U V/// 0 HOST STRUCTURE Shed 8.' 1 1 6 i / 5 / Carport 24.0' i 11.0' 28.1' ToStreet FILI MI 1^•na ��� .it:4 Yi �d .: O 9 '_.6 �t % S - .# S 4 K �.� �• .z ,a 33#�C"�t��•�e E b^ !� i BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map - Links Search Busines( Prodroval ct AppUser Professional UPublic USER: J Prod;.ct Aroru •: M Men.: > ?rud ucl er A -!i af!on Sears` > 400hca;ion Liss > Application Detail FL # 6i1 R4 Application Type Revision Code Version 2010 Application Status Approved 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 Category Exteri Doo Subcategory Swinging Exterior�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 EvalReo Cl• S-176C (Guardian Door).pdf 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 F1 Product Approval Method Method 1 Option D Date Subntitted 12/01/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/21/2011 Date Approved 01/31/2012 ;utnn ary of Products FL # Model, Number or Name 161.1 Guardian Hinged Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes - Impact Resistant: No Design Pressure: +40/-40 Other: Not for use in HVHZ. Primarily used with Screen Roorns. ..... _.... ........ . _..., _._... .................. .......... . ... ............... .:..... 161.2 Guardian Hinged Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Not for use in HVHZ. Primarily used with Screen Rooms Description Guardian Hinged Door w/ Glazed Insert (Operable or Fixed). _... _._.___.....__ ......... Installation Instructions FL161 R4 II CWS-176C (Guardian Door).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL161 R4 AE EvalRep CWS-176C (Guardian Door).odf Created by Independent Third Party: Yes ........... ..... _ .. ........... __......_ .. .......... ..._..... _....._.._ ...... Guardian Hinged Door w/ Solid Core. ._........ ..... ..... . .... ............ _......... ......., ......_., .. _... ....... _.. ......... .. ..... _ Installation Instructions FL161 R4 II CWS-242B (Guardian Door no glass).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL161 R4 AE EvalReo CWS-242B (Guardian Door no alass,.p_d_` 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 youre-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 Mich can be made available to the public. To determine if you are a licensee under Chapter455, F.S., please click here . Product Approval Accepts: E � P 0 Rgs PRIME DOOR ELEVATION (NON -IMPACT) 3Z_1.14„ 51,000 OVERALL HEIGHT 8Q" B FRAME OPENING HEIGHT L-._.....__.._. 4...7/.16' 79" DOOR CORE A A 37.250 OVERALL WIDTH 36" FRAME OPENING — DOOR CORE 7-5/@'; HINGES t- II- IHINGE I - B - - - U" HINGE L@" 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 33 113 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-7 FOR ANCHOR DETAIL. WINDLOAD DURAT-ION 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. 6. REFERENCE TEST REPORTS: NCTL-210-3251-1 9. 1 X 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 TABLE OF CONTENTS GENERAL NOTES................................1 ANCHOR SCHEDULE & NOTES .......... 2 4vN1A IDmr,.1'E 2011-11.3D 19t04-05:00 y� GLAZING DETAIL.................................3 SECTION VIEWS..................................4 EXTRUSIONS & B.O.M.........................5 PROPRIETARYANDCONFIDENTIAL 11/30/11 INSTALLATION DETAIL.....................6-7 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 PROHMITED. LUCAS A. TURNER, FL P.E. 58201 INSTALL ONE #10 ANCHOR THRU EACH HINGE INTO SUBSTRATE (SEE SHTS 6, 7) NOTES: 12 3/4" MAX. O.C. _ ._..._...__ 6" MAX �...� 6" MAX. 1Z MAX O.C. I 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'D AT INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 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 MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 112", IN ANY DIRECTION, SHALL BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS THRU FLANGE MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 5/16", IN ANY DIRECTION, SHALL BE ACHIEVED. 6. #8 OR STRONGER WOOD SCREW ANCHORS THRU HINGE OR LOCK/DEADBOLT STRIKES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. 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) y� 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), PROPRIETARYANO 1111DeNT11 11/30/11 FMA/AAMA/W DMA 300(EXTERIOR DOORS). 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. INSTALLATION ANCHOR, TYP. (SEE NOTE 2) INSTALL TWO 410 ANCHORS THRU STRIKE PLATE AND DEADBOLT STRIKE PLATE INTO SUBSTRATE (SEE SHTS 6, 7) GLAZED WINDOW FRAME (SEE NOTE 7) ANCHOR LAYOUT - (FLANGEI LUCAS A. TURNER, FL P.E. 56201 27 11/16" MAX DLO HEIGHT 581.5/ 16.'. 1.............._._... MAX FRAME HEIGHT 26._71.8" MAX DLO HEIGHT L— �.. 267/1 6_' _... MAX FRAME WIDTH r 2.4._q/.1.6" II MAX DLO WIDTH j jzzr-� MAX DLO WIDTH ALL GLAZING (FIXED & SASH) % TEMPERED GLASS ONLY zz PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINOOW SYSTEMS. INC. IS PROHIBITED. UPDATED PER 2010 FBC 10/17/11 TEF LUCAS A. TURNER, FL P.E. 58201 B ADDED VENDOR COLUMN TO PARTS LIST 03113/09 N',,DREW DOORS No 58201 :r 1900 SW 44TH AVE. OCALA, FLORIDA 34474 STATE OF : 11r DOOR CONFIGURATIONS AIDE 03/13l2009 : O • W1000 i 0 R 1 dooE . GUARDIAN DOORCALL. , NTS IW , %.;: CWS-171 i . N'A��� 3OF7 EXTERIOR INTERIOR ALT. THRESHOLD (1186) ALT. THRESHOLD (1126) (1193) SECTION A -A zz PROPRIETARY AND CONFIDENTIAL 11/10/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WI7HOU7 THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. IN' E; SECTION B-B LUCAS A. 1"URNER, 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 S-1193 SADDLE THRESHOLD KEYMARK ALUM 7 S-1126 BUMPER THRESHOLD KEYMARK ALUM 8 H-1001 DOOR CORE KEYMARK ALUM 9 1 S-1002 ICORNER KEY KEYMARK ALUM 10 P-3008 HINGES IDEAL SS 11 P-3376 POP RIVET HUB SS 12 P-3280 DEADBOLT - 3127-XQ DELANEY SS 13 P-3280 LOCKSET-3127-A-Q DELANEY SS 14 P-3302 WSTP,.330x.187FIN, 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 FOAMCORE ELITE 24 P-3539 8 x3/4. 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 TEAM PLASTICS PLASTIC 33 S-1300 ADJUSTABLE SWEEP KEYMARK ALUM 34 P-3367 DOOR STRIKE 'ALE SS 35 P-3368 DEADBOLT STRIKE YALE' SS 36 P-3612 8 x 1-114 QUAD PAN W/ 1/4" LEAD FASTEC STEEL 37 P-3776 BACKER PLATE ALCOA 1ALUM DOOR CORE - H-1001 CORNER KEY- S-1002 4" 16" _.. 2 3/8" _ ... 1116"I 1 13116" c1) OUTSWING HEAD S-1377 -- 2 3/8" _ _ - I - 1/16" 1 C)....... 1 11/16" OUTSWING JAMB S-1374 Ijl _...... 3 3/8" 905 r7rll\� - i BUMPER THRESHOLD S-1126 ALL ALUMINUM EXTRUSIONS ARE 6063-T6 --....._...... 2 5/8"- ...-I 1116" I " .rl 1 3/16" I ADJUSTABLE SWEEP S-1300 13116" —1_ SADDLE THRESHOLD S-1193 2 15/16 1/16" 1 112" STANDARD THRESHOLD S-1186 OUTER FRAME ASSEMBLY PANELFRAME ASSEMBLY U UPDATED PER 2010 FBC 10/17/11 TEF LUCAS A. TURNER. FL P.E. 58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 ,,isoRebv'r%,, '.�✓p v : No 58201 —P -,.,;.-: WINDOWS & DOORS 1900 SW 44TH AVE. PROPRIETARY AND CONFIDENTIAL 11/30/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOWRITTEN PERMISSION OFCUSTOMWINDOW ANY REPRODUCTION INPARi.R ASS WHOLEWITHOUT ]HE STATE Of: : t4i ���0. ��(. :"C(Op1v P.'.�2,�, "" O .. _\�% N +0T',,S/ONA",;���` OCALA, FLORIDA 34474 EXTRUSIONS & B.O.M 1000 AIDE 03/13/20U9 '"or F. (: GUARDIAN DOOR` � ii'=.LE .; ^l.:i ; ,11 CWS-176 1 IINTS 17 C 5 OF 7 1 112" MIN. EMBEDMENT --------_ ;-- -o -) v [D] / CONCRETE OR MASONRY ..•• OPENING BY OTHERS. --' -" INSTALLATION ANCHOR, #10 DIA. WOOD SCREW ANCHOR. % [D] SEALANT BEHIND FLANGE BY INSTALLER. EXTERIOR INSTALLATION ANCHO 3/16" DIA. CONCRETE SCREW ANCHOR. [C] SEAL OR SET SILL IN CONCRETE OR MASOf PERIMETER SEALANT BY INSTALLER. 1.-1l4". MIN. EMBEDMEI [C] 210" MIN. EDGE DIST [C] I 13 " ...._................ _........ .... _ MIN. EMBEDMENT [E] 5/16" MIN. EDGE DIST. -- SEALANT BETWEEN BUCK AND OPENING [D] BY OTHERS 2X WOOD FRAME/2X BUCK - INTERIOR � BY OTHERS . • [A] \ 1/4" MAX. SHIM C 5/16" MIN. EDGE DIST. r [e] [D] INSTALLATION ANCHOR, #10 DIA. WOOD SCREW Lim ANCHOR. -- 1/4" MAX. SHIM MIN. EMBEDMENT [D] [D] I' ... .... 2XWOOD BUCK/WOODFRAMING BY OTHERS [A] .. ......... ...._ _. - DOORFRAME HEAD INSTALLATION ANCHOR, INTERIOR (-.6JYERTICAL SECTION_„ 1./2, #8 WOOD SCREW THRU HINGE \ (MIN. EDGE DIST.) [E] (1 ANCHOR/HINGE) [E] EXTERIOR FINISH — BY OTHERS. \ EXTERIOR - PERIMETER SEALANT �- EDGE DIST. [D] BY INSTALLER. 1/4" MAX. SHIM [B] — - --- I !E� HINGE SIDE DETAIL PX \MOOD Bl1CN/WOOD FRAMING � - - 1_M'.' MIN. EMBEDMENT [E] ' INTERIOR i �_- 2X WOOD FRAME/ 2X BUCK BY OTHERS. / [A) r STRIKE PLATE SCREW #8 WOOD SCREW (2/ STRIKE AND DEADBOIT STRIKE. [E] 1U2_ _......... _..__L .................... ...._.__...� MIN. EMBEDMENT [0) REFERENCE NOTES: / EXTERIOR 1 (MIN. EDGE DIST.) [E] [A] SEE NOTE s, SHT I [B) SEE NOTE 2R3. SHT 2 INSTALLATION ANCHOR, IC) SEE NOTE a, SHT 2 (D] SEE NOTE 5, SHT 2 #10 DIA. WOOD SCREW IEI SEE NOTE s. SHT 2 PERIMETER SEALANT ANCHOR. i BY OTHERS. \ IDI GLAZED WINDOW FRAME ATTACHMENT EXTERIOR FINISH (SEE NOTE 7, SHEET 2) BY OTHERS. C UPDATED PER 2010 FBC 10/1 i LUCAS A. TURNER, FL P.E. 58201 B ADDED VENDOR COLUMN TO PARTS LIST 0311: /�D \ LOCKING SIDE DETAIL t�6 � 2X WOOD DUCW WOOD FRAMING �t11�f1T ` CONCRETE OR MASONRY BY OTHERS. zZ PROPRIETARYAND 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 IHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. SCREEN ENCLOSURE MEMBER BY OTHERS [A] INSTALLATION ANCHO #10 SMS. IF] SEALANT BEHIND FLAT` BYINSTALLER EXTERIOR DOORFRAME SILL DOORFRAME HEAD INTERIOR SCREEN ENCLOSURE -- MEMBER BY OTHERS [A] INSTALLATION ANCHOR, #10 DIA. SMS ANCHOR. IF] SEALANT BEHIND FLANGE -� BYINSTALLER EXTERIOR FINISH BY OTHERS, 1/4" MAX. SHIM [B] DOORFRAME JAMB INTERIOR \\\\ `I n G � \ INSTALLATION ANCHOR. EXTERIOR #8 SMS THRU HINGE (1 ANCHOR/HINGE) IF] PERIMETER SEALANT BYINSTALLER. HINGE SIDEDETAIL l\7� ALUMINUM!STEEL TUBE 1/4" MAX. SHIM [B] OMB FRAME / _ SCREEN ENCLOSURE INTERIOR / / MEMBER BY OTHERS [A] INSTALLATION ANCHOR, EXTERIOR 3/16" DIA. CONCRETE \ SCREW ANCHOR. [C1 \ SEAL OR SET SILL IN GLAZED WINDOW FRAME ATTACHMENT CONCRETE OR MASONRY. \ (SEE NOTE 7, SHEET 2) PERIMETER SEALANT --� BY OTHERS. /-,GG`_ LOCKING, SIDE._ DETAIL AI.UMINUM!5TEEL TUBE a v, 1 1/4„ MIN. EMBEDMENT—, Ve [CJ CONCRETE OR MASONRY BY OTHERS. y 2 LE MIN. EDGE DIST. ----T -{ PROPRIETARY AND CONFIDENTIAL 11/30/11 [C] ��VERTICAL SECTION 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 7 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. 15 PROHIBITED. STRIKE PLATE SCREW #8 X 1 1/2" FH SMS [F] �— INSTALLATION ANCHOR, 410 SMS ANCHOR IF] SEALANT BEHIND FLANGE BYINSTALLER LUCAS A. TURNER, FL P.E. 58201 REFERENCE NOTES (Ai SEE NOTE 9, SHT T IBI SEE NOTE 20, SHT 2 ICI SEE NOTE 4, SHT 2 101 SEE NOTE 5, SHT 2 [E] SEE NOTE 6. SHT 2 IF) SEE NOTE 7, SITT 2 Search Results for Map Page 1 of 1 Horne About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Search Results Latitude: 27.3097 Longitude:-80.2878 ASCE 7-10 Wind Speeds (3-sec peak gust MPH*): Risk Category I: 148 Risk Category II: 161 Risk Category III -IV: 172 MRI** 10 Year: 88 MRI** 25 Year: 108 MRI** 50 Year: 120 MRI** 100 Year: 132 ASCE 7-05: 141 ASCE 7-93: 100 •M PH(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 M 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) 695-1542 http://www. atcouncil.orglwindspeedlindex.php?option=com_content&view=article&id=10... 1 /28/2014 m t J LZ ` 9 ® dE `t♦ 4 ,. �€ �'�5" { ysZ�,y F � �4"� `1i N�� f b f 7 lx c.ix ss T� irn' Gene Pinson 8524 Malberry Cir. s Port St Lucie Florida 51.0' I N. ro s 20.0' %• S n oo + ,.version I HOST STRUCTURE Shed � s.o 5' 6' Carport 24.0' - 11.0' o' ToStreet 11 Contractor copy i � I I 1 I i i �r Y rlorlaa nuuuulg uoae unune Y -A User I{ rt BCIs Home Log In User Registration - Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map I Links Search Business',';`, Professioal `�� Ai Product Approval %� .USER: Public User i.d d < ? +o Ii i Product Approval Menu > ?nrdud or Apol cadap. Search > Application Lis f > Application Detail E FL # FL12192-R2 Application Type Revision Code Version 2010 Application Status Approved Comments 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 Category Subcategory Compliance Method 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 Jovanovic Alex alex.jovanovic@kpproducts.com Alex Jovanovic 1 Memorial Drive Richford, VT 05476 (416) 553-6818 alex.jovanovic@kpproducts.com Alex Jovanovic 255 Summerlea Road Brampton, NON -US 12345 (416) 553-6818 alex.jovanovic@kpproducts.com Panel Walls _ S in Evaluation Report from a Product Evaluation Entity 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 Indeoendence.odf Standard ASTM D3679 Method 1 Option C Year 06a Cox1tractor COPY Date Submitted 02/17/2013 Date Validated 02/22/2013 Date Pending FBC Approval 04/09/2013 Date Approved 04/09/2013 vww.floridabuilding.org/pr/pr_app_ U.aspx?pararrv=wGEVXQvADquPQ4AUCp/`2fEHMINMLpuOkvzoijijfaip/`2fB9w5i)DFUIWgp/pad°/p3d 114 t-lonaa bwlaing Uode online Summary of Products FL # Model, Number or NameI Description 12192.1 i 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 Double 4" Horizontal Dutch Lap Limits of Usei 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 Design Pressure: +70/-70 Created by Independent Third Party: Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESP-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.3 D-4 Marquis Double 4" Horizontal Limits of Use i Installation Instructions Approved for use in HVHZ: No 1 FL12192 R2 II Kavcan Installation_pdf Approved for use outside HVHZ: Yes j 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-1495.1)df capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.4 D-5 Contessa Double 5" Horizontal Limits of Use C 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 i Evaluation Reports Other: Installed only on exterior walls over solid sheathing I 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 j Limits of Use Installation Instructions Approved for use in HVHZ: No I 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.ndf capable of withstanding the design wind loads. Must be installed i as per the manufacturers installation instructions. 12192.E D-5 Vertical Double 5" Vertical Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R2 II Kavcan Installation.edf Approved for use outside HVHZ: Yes I Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 t Evaluation Reports Other: Installed only on exterior walls over solid sheathing I FL12192 R2 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed { as per the manufacturers installation instructions. j. 12192.7 Lewistown Double 4-1/2" Horizontal Limits of Use .._ i Installation Instructions Approved for use in HVHZ: No FL12192 R2 II Kavcan Installation.odf ;Approved, for use.outside HVHZ: Yes 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 i as per the manufacturers installation instructions. i 12192.8 Newport Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Single 6-1/2" Horizontal Installation Instructions FL12192 R2 II Kavcan Installation. odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: vNm.fl ondabui ldi ng.org/pr/pr_app_o.aspx?pararrFvvGEVXQwtDq uk24AU C%2fEH M I N M LpuOkvzoijijfai %2fB9w5i:dDFU W g %3d%3d 2/4 um4 Florida tluuding code unune Design Pressure: +79/ 70 i Evaluation.0-^,orts Other: Installed onl' !xterior walls over solid sheathing FL12192 ? ESR-1495.odf capable of withstand,e,, _.)e design wind loads. Must be installed as per the manufacturers installation instructions. 12192.9 Ocean Park Bevel Double 4-1/2" Horizontal Limits of Use i 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 I Created by Independent Third Party: Design Pressure: +70/-70 i 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. 12192.10 Ocean Park Cove Double 4-1/2" Horizontal Limits of Use il 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 i Evaluation Reports Other: Installed only on exterior walls over solid sheathing i FL12192 R2 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.11 I Platinum Series D-4 Double 4" Horizontal Limits of Use I Installation Instructions Approved for use in HVHZ: No i 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. 12192.12 Platinum Series D-4 Dutch Lap Double 4" 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 i Created by Independent Third Party: Design Pressure: +70/-70 I Evaluation Reports Other: Installed only on exterior walls over solid sheathing i FL12192 R2 AE ESR-149S.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.13 ' Platinum Series T-3 Triple 3" Horizontal Limits of Use Installation Instructions Approved for use in HVHZ: No I FL12192 R2 II Kavcan Installation.odf Approved for use outside HVHZ: Yes < Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A i Created by Independent Third Party: Design Pressure: +70/-70 E 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. 12192.14 Prova ; 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 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. i s 12192.15 Sierra 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 Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A i Created by Independent Third Party: Design Pressure: +70/-70 i 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. 12192.16 ' T-3 Classic Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Triple 3" Horizontal Dutch Lap Installation Instructions FL12192 R2 II Kavcan Installation.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: mmflondabui Iding.org /pr/pr_app_c tl.asp:Qparam=,AGEVXQWDq uIQ4AU C%2fEH M I N M LpuOkvzoij ijfai %2fi3Mi )dD FU IW g %3c1%3d 3/4 ur/ 14 Florida Buuding code Online i uesrgn rressure: r7u/-1` cvawaaan etepr.--�ti Other: Installed only one r walls over solid sheathing i FL12192 RZ AE 1495.pdf capable of withstanding the,.I'gn wind loads. Must be installed ✓s as per the manufacturers installation instructions. ! 12192.17 T-3 Horizontal Triple 3" Horizontal Limits of Use Installation Instructions Approved for use in HVHZ: No j FL12192 R2 II Kavcan Installation.odf Approved for use outside HVHZ: Yes € Verified By: ICC Evaluation Service, LLC Impact Resistant: N/Ai Created by Independent Third Party: Design Pressure: +70/-70 i Evaluation Reports Other: Installed only on exterior walls over solid sheathing i FL12192 R2 AE ESR-1495.1)df capable of withstanding the design wind loads. Must be installed i as per the manufacturers installation instructions. , ME - 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 Chapter455, F.S., please dick here . Product Approval Accepts: ffi;;q En H'L`k t1} Y 'REE`i� wAw.floridabuilding.org/pr/pr_app_dti.aspx?paran,FvvGEVXQwtDq uk24AU C%2fEH M I N M LpuOkvzoijijfai %2fB9,N5bD FU W g %3d%3d 4/4 • �.' ` f it .' 3? e? ? '�27' i� � �:�. i� .t '� �! ??� eft= ��� ., ifi {i ��... 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 314' into framing or furring. Review your local building codes for variations that may apply to specific geographic areas Nails Nail heads should be 5!16' minimum in diameter. Shank should be 118" in diameter. : 18" min — 5116` min. I Scree 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 1/32" 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 Residina Fastener Vinyl siding Vdood lap siding Fanfold underlaymen Original sheating tap es 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 314" into framing or furring. • Be wide enough in the crown to allow free movement of the siding (1132" away from the nailing hem). Use of staples when installing siding S _ r" 3*W. Concrete or bbcks Fastener Vinyl siding Fu ring step Over concrete or blocs 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 114" less than the width of the starter trim and partially drive a nail atone 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 corner of the house to the top of the foundation and subtract 1,4" 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 :Hall. 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 144 apart to allow for expansion • Nail in the center of the starter strip nailing slots. Notes: When using insulationlbackerboard, 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 1 8° diameter weep holes no more than 24" apart. �,� - o: , beire I 3` Starter trim installation Outside and inside corner posts • A water resistant material should be used to flash the inside and outside corners a minimum of 10" on each side before installation of the corner. • Place the corner post in position, allowing a 1,4" 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 1i32" gap between the nail heads and the corner 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 t32" 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 corner post is required, overlap the upper piece over i the lower piece by cutting away 1' of the nailing flange on the top piece. Overlap 314", allowing 114" for expansion. This method will produce a visible joint between the two posts ; but will allow water to flow over the joint, I reducing the chance of water infiltration, outside comer Inside comer splicing detail splicing detail Starter trim at corners 1 Starter trim and outside corner post M. s 1 Starter trim and inside corner post 13 Windows, doers and roof lines flashing The following instructions should be followed when applying window flashing to an existing window: e 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. w 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). • Insta'I the jamb flashing by pressing the flashing into the sealant beads at the window jambs. Extend the bottom edge of the jamb flashing approximately 112" short of the sill flashing edge, and extend the top edge approximately & 112" beyond the head of the window. where the head flashing will be placed next if:gure M. Fasten the jamb flashing along the edges further most from the window. 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 flashinginto the sealant bead previously applied across the mounting flange. o 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 for job -specific recommendations. 8 f 1112, 8 V7mn . t IT -a z? M Flashing new window installations Refer to window manufacturer's instructions and ASTM E29?2, Standard Practice for installation of Exterior Windows, Doors and Skylights for the proper flashing installation method for the window type and wall configuration on the project. ;"• MM A i.=" ^nit A:e ,ire F A T figure B Horizontal sit .! installatiol Installing panels • 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 1/4" gap between the siding and all corner posts and channels (increase to 3i8" when installing in temperatures below 40' F. If the panels are 20 feet or longer, increase the gap to N87' . • Do not drive the head of the fastener tightly against the nail slot. Leave 1/32' 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 should be fully engaged; however, the panels should not be under vertical tension or compression when they are fastened. tr; D 1r,m e Since vinyl siding moves as the temperature changes, make ,a rm, 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. i Nn g sic. €eta around fixtures Use a commercially available trim ring to fit siding to a penetration such as a faucet or railing attachment, following the manufacturers 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: e If hand -fitting to the fixture, always begin a new course of siding at the fixture to avoid excess Iap joints. • Cut an opening 114' bigger than the fixture or the trim ring. • When cutting, match the shape and contour of the obstruction. a p Installing the first panel J-channel detail Horizontal siding installation Fitting under windows To mark the section to be cut; perform the follo:^ring: • Hold the panel under the window and mark the width of the window opening on the panel. Add approximately 114" 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. • Transfer 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 undersiil 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. Sidewall 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. • 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. Measuring the height of the section to cut Installing the top panel the pemei Side wall flashing J� flasnina ,F X kkukoul, flashing Kickout fasting Under eave 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 1" 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 114" 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 1i4". 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 IT -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. _ N.s0 o'a,a snap 'x. i Top panel installation Top panel installation using using dual undersill trim frieze plate and crown mold m Last full siding panel on the top of the wall Splicing of the undersill trim _ Measuring the height to cover Preparing the top panel Installing the top panel KAY-ciG07 w ow.kaycan.com All company names and product names are trademarks or registered trademarks of iKAYCAN. 02007 KAYCAN. All rights reserved. p� t . I BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busines } ,} , r-CProfess�oria IUpoval SER:UPubIfAcPUsser udatio 3.�rQar,g0 Product Approval Menu > Prot!ucl or Ao o licaiian Searcn > Appiication List > Application Detail e� �` 7FL # FI 4801� � ` Application Type Revision Code Version 2010 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 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 Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc Category d'ev 2 Subcategory r u .*5 Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. Referenced Standard and Year (of Standard) Standard Year AAM A/ W DMA/CSA/ 101/I. S.2/A440- 08 2008 ASTM E 1300-04 2004 Equivalence of Product Standards Certified By Contractor COPY 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 Submit Surcharge Sta is & Facts Publications Product Approval Menu > Proc;uct or Aoel ration Search > Application List �- =^ Search Criteria FBC Staff BCIS Site Map Links - Search Refine Search Code Version 2010 FL# 15801 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications ..... _..... .._.__.. . __. _.. _.._._ _._..... ._ _...... _........ . FL# Tvioe Manufacturer Validated By Status •h I :Revision Custom Window Systems Inc. Keystone Certifications, Inc. Approved HistorV Category: Windows (717) 932-8500' Subcategory: Single Hung _._ ... .... 'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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 a -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 vdth an email address Mich 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: El 159 E� 0 1........ ... .... va" 63" MAX. UNIT HT. I 30 314" MAX. SASH HEIGH SINGLE HUNG ELEVATION (NON -IMPACT) (SHOWN W/ DIFFERENT OPTIONS) ................................................ 541/4".............,......._............._.__..._ 381/4" MAX OVERALL �� MAX OVERALL FLANGE WIDTH FLANGE WIDTFI 53" MAX. UNIT WIDTH ------ 37" MAX. UNIT WIDTH 48 13116" GLASS DLO -- 32 13/16" GLASS DLO E 6...........�........_e Aw 8 1 27 112" GLASS DLO I 1 63" 1 MAX. UNIT _......___......1. HT. T— 1 64 1 /4" MAX. 27 112" OVERALL GLASS FLANGE DLO HEIGHT 303/4" MAX. SASH HEIGHI � - L x X 27 v2" GLASS DLO 27 112" GLASS 461/4" ...I L................- 301/4" ............__..._-i GLASS DLO GLASS DLO L. ............................... 49 911 G' _......._.._..__......... ...... 33 9116" MAX. SASH WIDTH MAX. SASH WIDTH DESIGN PRESSURE RATING 3 fGN PR[aSSUR Tl G +[- 65 +/- 50 (FLANGE) +/-40 (FIN) TABLE OF CONTENTS Lucas Turner GENERAL NOTES & ELEVATIONS.....1 2012-10-26 10:14-04:00 ANCHOR SCHEDULE $ NOTES .......... 2 DP CHARTS 8 GLAZING DETAIL........3 SECTION VIEWS & ALT FRAME .......... 4 1 PROPRIETARY AND COWIDENTAL 1006/2012 EXTRUSIONS & B.O.M.........................5 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM INSTALLATION DETAIL ....................... 6.8 WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART Oft AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED, 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". 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 33 113% 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. 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 SH-810. 9. 1 X 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 FOLLCUVING: X = OPERABLE SASH, 0 = FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. UCAS A, TURNER, FL P.E. 58201 A I ADDED FIN UNIT 110/6/12 ;'G "• �- - C� .• t� ., i WINDOWS & DOORS 58201 1900 SW 44TH AVE. OCALA, FLORIDA 34474 G GENERAL NOTES 8 ELEVATIONS- NON IMPACT ��5TA1'E OF : rU: .,raus ;ar=.r TATL. p• F� ;\?�� 810 ADE' 06/03/2C SINGLE HUNG ' NTS c. ro CWS-8 4 MAX ....8" MAX O.C. (TYP) 6" MAX. i.._....... MIDPOINT 6" MAX. _ I 4" MAX — — .� A F-_...f_..._.... 6" MAX, / 6' MAX. B' MAX O.C. (TYP) 1 I O O I O I I I I I SEE NOTE 2..._...._......:....� I I ; --------SEE NOTE 7 I l l j 4" @ MTG RAIL. L j (\ RAIL. j 4" @MTG 1 I I I I X x /� .--INSTALLATION I I j ANCHORS TYP.-----\ B I{ I B L' C I / I 1�f ^ q — — ANCHOR LAYOUT - (FIN) C} R I Lc]loi7`5 aQr THRU FIN (Wa OD OPENING) THRU FRAME 'y�NING) e ANCHOR LAYOUT - (FLANGEI IMASONRY,IG L77M-eTP4'F .!-SD 0 OP DP THRU FRAME (MASONRY, METAL. Oil WOOD OPENING) NOTES: •1-65 OP 1. INSTALL ONE ANCHOR AT EACH LOCATION. 2. SHIM AS RED AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4" FOR MASONRY OR WOOD, AND 1/8" FOR METAL. USE SHIMS WHERE SPACE 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 MASONRY THRU FRAME OR THRU 1 A MINIMUM EDGE DISTANCE OF 2 112", IN ANY DIRECTION, SHALL BE ACHIEVED. BY WOOD BUCK INTO MASONRY. 5.410 WOOD SCREW ANCHORS WITH INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM ACHIEVED. EDGE DISTANCE OF 7/8", IN ANY DIRECTION, SHALL BE 6. #10-161TW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL 1 HICKNESS. "'^ WOOD SCREW ANCHORS WITH INTEGRATED WASHER INTO FIN MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK `OIRECTION, SHALL BE ACHIEVED. FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 3184, IN "L INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR4MATERIALS 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 BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. LUCAS A. TURNER, FL P.E. 58201 A ADDED FIN UNIT 10/6/12 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 t 011.rj,�r� r (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF %% G�� �OGLL 2846 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. ; SA.. ALUMINUM- 1/8" THICK MIN., 6063 T5 MIN. M�11'IND011'S i4 DOORSD. ••:�'P • Na E. STEEL -.060"THICK MIN., 33 KSI MIN. - --�: 58201 1900 SW 44TH AVE. ,—`, OCALA, FLORIDA 34474 SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH y THE E CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS:' ��`-- * ii. ' �' C*: ANCHOR SCHEDULE 8 NOTES -NON IMPACT /fl FMA/AAMA 100(FIN WINDOWS), 10/26/2012 FMA/AAMA 200(FLANGE WINDOWS), PROPRIETARY AND CONFIDENTIAL :'S+', STATE OF :C :,,,r 1. e;, I..:.,..' - AIDE jOT ••, �� p %�`�. 81O " 06/03/2012 ��i� D FMAAWDMA 250 (BOX WINDOWS), THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM SYSTEMS FMA/AAMAIWDMA 300(EXTERIOR DOORS). ANY 'NRIDOfN PERMISSION :. ;1 '� C���`� ^s""('` ALEWIN ��� ,/ �,';' ��` SINGLE HUNG NTS CWS-808 q Off OF CUSTOM WINDOW SYSTEMS. INC. IS FOH 8ITEIUHOUTTHE 2 0F 8 Design Pressures -Flange (PSF) with Glass Types A. B, C, or D Unit Sash Unit Widths (in.) Heights (in.) Heights (in.) L& 27 1/2 29 1/2 31 112 35 112 37 1 39 112 41 112 43 112 47 112 51 112 53 35 1/2 17 + .0 / -97.5 +65.0 / -97.5 +65.01 -97.5 +65.0 ! -97.5 +65.0 / -92.1 +65.0 / -87.2 +50.0 / -75.0 +50.0 / -75.0 +50.0 / -75.0 +50.01 -75.0 +50.0 / -75.0 +50.0 / -75.0 39 112 19 +65.0 / -97.5 +65.0 / -97.5 +65.0 / -97.5 +65.0 / -97.5 +65.0 / -86.0 +65.0 / -81.2 +50.0 ! -75.0 +50.0 / -75.0 +50.0 -75.0 +50.0 / -75.0 +50.0 / -71.6 +50.0 / -69.1 41 1/2 20 +65.0 / -97.5 +65.0 / -97.5 +65.0 / -97.5 +65.0 / -97.5 +65.0 / -83.5 +65.0 ! -78.8 +50.0 / -75.0 +50.0 / -75.0 +50.0 1 -75.0 +50.0 / -75.0 +50.0 ! -69.0 +50.0 / -66.6 43 1/2 21 +65.0 / -97.5 +65.0 / -97.5 +65.0 / -97.5 +65.0 / -97.0 +65.0 1 -81.2 +65.0 / -76.6 +50.0 / -75.0 +50.0 / .75.0 +50.0 / -75.0 +50.0 1 -73.9 +50.0 / -66.6 +50.0 / -64.2 47 1/2 23 +65.0 ! -97.5 +65.0 1-97.5 +65.0 / -97.5 +65.0 / -93.3 +65.0 / -77.5 +65.0 / •72.9 +50.0 / -75.0 +50.0 / -75.0 +50.0 / -75.0 +50.0 / -69.6 +50.01 -62.6 +50.0 / -60.3 51 1/2 25 +65.01 -97.5 +65.0 ! -97.3 +65.0 / -97.3 +65.0 / -90.7 +65.0 / -74.7 +65.0 / -70.0 +50.0 / -74.8 +50.0 / -74.6 +50.0 / -74.6 +50.0 / -66.0 +50.0 / -59.2 +50.0 / -57.0 53 1/2 26 +65.0 / -91.5 +65.0 / -90.1 +65.0 1 -90.1 +65.0 / -89.7 +65.0 / -73.5 +65.0 1 -68.8 +50.0 ! -69.3 +50.0 ! -69.3 +50.0 / -69.3 +50.0 1 -64.5 +50.0 / -57.7 +50.0 / -55.5 55 1/2 27 +65.0 / -85.8 +65.0 / -83.8 +65.0 I -83.8 +65.0 ! -83.8 +65.0 / -72.5 +65.0 / -67.8 +50.0 / -64.4 +50.0 / -64.4 +50.0 / -64.4 +50.0 / •63.1 +50.0 / -216 +50.0 ! -54,2 59 1/2 29 +65.01-76.2 +65.0 I -73,3 +65.0 I -72.9 +65.0 / -72.9 +65.0 / -70.9 +65.0 / -66.1 +50.0 / -56.1 +50.0 / -56.1 +50.0 / -56.1 +50.0 / -56.1 +50.0 ! -54.0 +50.0 / -51.9 30 3/4 �6'S 0 / -65.1 +65.01 -65.3 +65.01 -65.0 +65.0 / •65.0 +65.01-65.0 +50.0 / -50.0 +50.0 ! -50.0 +50.0 / -50.0 +50.0 / -50.0 +50.0 / -50.0 +50.0 / -50.0 1. Design Pressures -Fin (PSF) with Glass Types A, B, C, or D �IUnit Sash Unit Widths (in.) Heights (in.)l Heights (in.) 23 1/2 27 1/2 29 112 31 1/2 35 1/2 37 39 1/2 41 112 43 1/2 47 112 51 1/2 53 35 1/2 17 +50.0 / -60.0 +50.0 / -60.0 +50.0 / - 00.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -59.9 39 1/2 19 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 ! -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 ! -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -57.1 +50.0 / -55.1 41 1/2 20 +50.0 / -60.0 +50.0 / -60.0 +50.0 ! -60.0 +50.0 / •60.0 +50.0 1 -60.0 +50.0 1 -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 ! -55.0 +50.0 / -53.1 43 1/2 21 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -58.9 +50.0 / -53.1 +50.0 / -51.2 47 112 23 +50.0 / -60.0 +50.0 / -60.0 +50.01-60.0 +60.0 / -60.0 +50.0 / -60.0 +50.0 / -60.0 +50.0 / -60.6 +50.01-60.0 +50.0 / -60.0 +50.0 / -55.5 +49.9 / -49.9 +48.1 / -48.1 51 1/2 25 +50.0 / .60.0 +50.0 / -59.9 +50.0 / -59.9 +50.0 / -59.9 +50.0 / -59.9 +50.0 / -59.9 +50.0 / -59.9 +50.0 / -59.9 +50.0 / -59.5 +50.0 / -52.6 +47.2 / -47.2 +45.4 / 45.4 53 1/2 26 +50.0 / •56.3 +50.0 / -55.5 +50.0 / -55.5 +50.0 / -55. 01 +50.0 / -55.5 I +50.0 / -55.5 1 -55.5 +50.0 / •55.5 +50.0 / -55.5 +50.0 / -51.4 +46.0 / 46.0 +44.3 / -44.3 55 1/2 27 +50.0 / -52.8 +50.0 / -51.5 +50.0 / -51.5 +50.0 / -51.5 +50.0 / -51.5 +50.0 / -51.5 +50.0 / -51.5 +50.0 / -51.5 +50.0 / -51.5 +50.0 / -50.3 +45.0 / 45.0 +43.2 / -43.2 59 112 1 29 +46.9 / 46.9 +45.1 / -45.1 +44.8 / 44.8 +44.8 / -44.8 +44.8 / -44.8 +44.8 1 -44.8 +44.8 / -44.8 +44.8 / -44.8 +44.8 / -44.8 +44.8 / 44.8 +43.1 / -43.1 +41.4 / -41 A 63 30 3/4 +42.8 1 -42.8 +40.7 / -40.7 +40.2 ! 40.2 +40.0 / -40.0 +40.0 / -40.0 +40.0 / 40.0 +40.0 / -40.0 +40.0 / -40.0 +40.0 / -40.0 +40.0 / 40.0 +40.0 / 40.0 +40.0 / -40.0 ......._...___..........,.:....._... 7/8" OVERALL 118" ANNEALED -_- - -I- 5/8" AIRSPACE --_--1/8" ANNEALED 112' GLASS BITE .. ....(. �J l39)OR PURFECT 552 GLAZE PURFECT GLAZE "H" GLASS TYPE A NOTE: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. ....................._._.._. _.... 718" OVERALL - 3116" ANNEALED --� �- - 1/2" AIRSPACE 3/16" ANNEALED •-7/8" OVERALL ----------------3116" TEMPERED -- ---- 1/2" AIRSPACE --I--3116" TEMPERED i I 1/2 GLASS BITE I SIKAFLEX 652OR PURFECT GLAZE "H" GLASS TYPE D ---- - 718' OVERALL. ... ____.__...................... 118" TEMPERED 3 --5/8"AIR SPACE - -- 1/8" TEMPERED 1/2" GLASS BITE "46 SIKAFLEX 552 OR JPURFECT GLAZE"H" GLASS TYPE C 1/2" GLASS BITE 39) SIKAFLEX 552 OR LUCAS A. TURNER, FL P.E. 58201 A ADDED FIN UNIT 10/6/12 PURFECT GLAZE"H" "so, ^ �• No -P = w. WINDOWS & DOORS 1900 GLASS TYPE B 58201 : ♦ ; * SW 44TH AVE. OCALA, FLORIDA 34474 # rlrl.t:: DP CHART / GLAZING OPTIONS NON IMPACT PROPRIETARY AND COWIOENTl4L 10/26/20,12 srATE OF r� i�'T •••F� 1+. •. ��� 2 _2: 810 /a.. 011 06l03/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM SYSPERTEMS,ANY REPRODF IN MSION ,�I �S` •� O �� t `'•_,` C'1\\�` t t: t_ `; /• • SINGLE HUNG 1:1 �; �( CWS-808 . PART DRAB CUSTOM NDOION RAIS WHOLE WRITTEN I WITHOUT THE ;' D. f' •I\ A 30F8 EXTEF-. _. . SECTION A -A TYPICAL VERTICAL SECTION fERIOR TERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED LITE CUTAWAY, RIGHT SIDE SHOWS SASH CUT AWAY SECTION C-C ALTERNATE FIN FRAME NOTES: ITEMS 10,11,13-17. ARE USED BUT NOT SHOWN FOR CLARITY. MAI PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM1I 'WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THEN WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER. FL P s`0'0RE11 "4e • �cEiis• vp,, v : No 5820.1 '.'A :p STATE OF 4U ADDED FIN UNIT WINDOWS $ DOORS 900 SW 44TH AVE. ICALA, FLORIDA 34474 10/6112 SECTION VIEWS / ALT. FRAME - NON IMPACT 810 a:nr.c:- ;.A;E:. AIDE06/03120 SINGLE HUNG NTS"'I'' "'' CWS-8 A 77 40F8 ITEM. PART. DESCRIPTION Vend 1 H-6000 Frame Head, Flg, Single Hung Mikrc 2 H-6000 Frame Sill, Fig, Single Hung Mikrc 3 H-6000 Frame Jamb, Flg, Single Hung Mikrc 4 H-1836 Alum Fixed Meet. Rail Keym 5 H-1497 ReinforcementforSTR Keym 7 H-6004 Sash Side Rail Mikrc 8 1 H-6027 Sash Top Rail Mikrc 9 H-6028 I Sash Bottom Rail Mikrc 10 P-3029 Screen Pull tab Hurk 11 P-3033 Screen Spring FlaScr 12 P-4056 Sash Cam MM 13 P-3114 48 x 2 Phil Truss SMS Faster 14 P-3218 Screen Frame FlaScn P-3228 Spline Dap. I P-3321 Screen Corner Key FlaScr --:' P-3342 ISeam Sealer Schm 18 P-3352 Setting Block Frank 19 P-3429 Wslp., 0.270 x 0.187 back FinSeal Ultrat 21 P-3541 #8 x 318 Pan Phil Talk Faster 23 P-4707 Cam Lock Lawrei 25 P-3760 48 x 7/8" Ph Fir, Wnt Faster 27 P-4479 Weep Housing & Flap Assm. M&N 28 S-1498 Reinforcement for SSR Keym 30 1 S-6013 Screen Catch Mikro 33 P-3113 Screw Support Team Pi 35 S-6029 Sash Stop Mikrc 36 S-6063 Fixed Rail Cover Mikrc 37 S-6064 Glazing Bead Mikrc. 38 Block & Tackle Balance BSI 39 Sikailex 552 or Purfect Glaze "H" Henkel / 40 #10 x 1 1/2" Panhead SMS 41 P-4959 Wsp1., 0.420 x 0.187 back FinSeal Ultrak 42 GLASS See Sheet 3 NOTES: ITEMS 6,201,24,26,29, 31.32.34 ARE NOT USED ON THIS PRODUCT 2 PVC MAIN FRAME - 6000 ... —{ 1 3/16" - ( 7, O� PVC SASH SIDE RAIL-6004 PVC SCREEN CATCH - 6013 r314"-1 3/�.:.. cl-�.......... (81 REINF. S.B.R./S.S.R. - 1498 ALUM 6063 T-6 i-- 1 15/16"--{ I ^ PVC SASH BTM, RAIL - 6028 [--r 5/8" .- — 1116^....(61 REINF. SASH TOP RAIL-1497 ALUM 6063 T-6 I — 1/4" i i i _J 718" .1--- PVC GLAZING BEAD-6064 IN 16" r 13r8" �—I PVC SASH STOP-6029 2: FRAME CORNER CONSTRUCTION ............_.�-23116"— .: ! ........__ -(8 1116" 1 5l8" PVC SASH TOP RAIL-6027 CORNER WELD (ALL SIDES) '-- 1 112" — i 2 118" FIXED MEETING RAIL '.........L SCREWED TOGETHER WITH MTG. RAIL-1836 OUTERFRAME.USING (#13-gty2) ALUM 6063 T-6 1 5/i6" B' L-- I r•—�i— 9/16" PVC MTG RAIL COVER-6063 1/l6" PVC MAINFRAME FIN - 6000A SCREW SUPPORT-3113 LUCAS A. TURNER, FL P.E. 58201 A FADDED FIN UNIT Pw DRE/K �f 1���� . , r, ,, Ltifcl�actt ; jGP�•��C£ N S .v�^ f 1VINDOWS & DO-)RS NO 5,8201 : A : 1900 SW 44TH AVE. OCALA, FLORIDA 34474 Cz EXTRUSIONS lB.O.M.- NON IMPACT STATE OF : k'.`;vla: PROPRIETTHE INFORMATION CONTAINED IN THIARY AND CONFIDENTIAL 10/26/2012 O`•. ,c.`I.OFl ICP•' I 810 AIDE S DRAWING IS THE SOLE PRO PERTY OF CUSTOM WRITTEN PERMISSION .INC. ANY EPCUSTOM WDUCTION IN PART OR ASaPROHIBITED.WHOLE WITHOUT THE ',,�� � �` `VV,``, J.,.,c.. SINGLE HUNG "'"" r I` 1A:2 1016/12 06/03/201 CW S-80 5OF8 INC. "'Pf" NIN"'Z 2112' MIN. EDGE DIST. ICI , 'K 1/4" MAX. SHIM IBI I ikr«;p Bf . ........ - 11/4' MIN. EMBEDMENT ICI 1 318" MIN. EMBEDMENT — [D 10, )1 1/4" MAX. SHIM 114" MAX. SHIM [BI 718" MIN EDGE DIST. (BI IDI --i r -7 �FZ9 A 1 1/4" MIN. EMBEDMENT ICI 4 2 1/2" MIN. EDGE DIST, IGI :K HORIZONTAL SECTION � R Y . . . ........... �u rq HORIZONTAL SECTION -S.-- TAL L Q _)FRAME JWOOD) o —10- "W" 1/4' MAX. SHIM ............. .......... [BI ........... .. ... .. REFERENCE NOTES: C> (c) V. MIN EMBEDMENT S—A SEE NOTE 9, BHT I B SEE NOTE 20, SHT 2 . I> t> D. C SEE NOTE 4,SHT2 D SEE NOTE 5,SHT2 t> 114" MAX. SHIM IBI 211,2,". MIN EDGE DIST. :'�� "�!-T.!E�RNATE.F�ECAST SILL DETAIL RAME(MASONRY) LUCAS A. TURNER, FL P.E. 58201 ATADDED FIN UNIT 1016112 ............... 1,VD RE IA, c . .......... F N ��' 1" 114." MIN EMBEDMENT Q' Z4 % ICI .:5 •71' DOORS No 5820-1 I- 1900 SW 44TH AVE. ZJ12" MIN EDGE DIST. OCALA, FLORIDA 34474 IC1 .. .. ... ........... ... .... .......... .... .. -ZZ '141 ium INSTALLATION DETAIL THRU FRAME - NON IMPACT IJ, 'A STATE Or Z 0 .4U � ;F. 810 -�v:A'Wlq VERTICAL SECTION PROPRIETARYAND COWIDENTi4L 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE 0 n �zl AIDE 06/0312012 6 PROPERTY OF CUSTOM♦"..AIA. SYSTEMS,WINDOW INC. ANY REPRODUCTION IN PART OR A WHOLE WITHOUT THE .. ..... %c' O� " SINGLE HUNG NTS' CWS-808 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ti A\- %%% A np A I" I IGl [G] 8” MAX. SHIM /�� HORIZONTAL SECTION u' REFERENCE NOTES A SEE NOTE 9, SHT, 0- SEE NOTE 283, SHT 2 C SEE NOTE 4, SHT 2 O 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 ADDED FIN UNIT 10/6/12 REhlJ� � p �p.OT4, ,i�� (E VERTICAL SECTION 2h:•�CENS'•L�1: j� _..._........ V •' 4 $ .•'✓ �i� WINDOWS & DOORS —� �,� No 58201 '�-P 1900 SW 44TH AVE, OCALA, FLORIDA 34474 INSTALLATION DETAIL THRU METAL -NON IMPACT :'T%••. 3TA1'E OF ;1->c:!;: :: ;i. ii' PROPRIETARYAND COWIDENTIAL 10/26/2012 iO'n• • •�- P ' � � 810 AIDE 06/03/2012 THE INFORMATION CONTAINED IN THISDRAWING IS THE SOLE PROPERTY OF CUSTOM I �S •• OR,,'•••G��, '�i;if.: i. ,[, ,;•,.y_, WRITTENWINDOW PERMISS,INC. ANY RF cus EPRODUom CTION INPARTOR SS HOLE ITTHOUTTHE ,,''D. ,S�O�IA� >«.a,�N� SINGLE HUNG .•I . , ' • NTS ,fII' CWS-808 A 701'8 SHEATHING BY OTHERS ; - — 1 1/2" MIN. EMBEDMENT fF] EXTERIOR FINISH—� .<..._......................... .... ._................ ....._..........., .--_ 2 BY WOOD BUCK BY OTHERS �• o,•"• BY OTHERS IA] SEALANT BEHIND FIN -- ` o • ,..- " .., ��-- INSTALLATION ANCHOR, BYINSTALLER 8 0,,r`............................._.............................•._ 910 WOOD SCREW WITH /�' INTEGRATED WASHER IFI PERIMETER SEALANT — 8� -'"` "��•.,,� 5ffl MIN. EDGE DIST. BYINSTALLER oy; ,,,, WINDOW WRAP ---- 0 } BYINSTALLER L— 1/4" MAX. SHIM IBl SEALANT BEHIND FIN BYINSTALLER \ WINDOW WRAP--- BYINSTALLER e •bo•J PERIMETER SEALANT -- ou BYINSTALLER o000 EXTERIOR FINISH - ------------ e,•.e oo�T• BY OTHERS SHEATHING BY OTHERS I.- I- I/4" MAX. SHIM JBI $LB." MIN. EDGE DIST. ... ........ IFl__ -2 BY WOOD BUCK BY OTHERS [A) INSTALLATION ANCHOR, 410 WOOD SCREW WITH INTEGRATED WASHER IF] 1_.112MIN. EMBEDMENT IF] -....--------- 31W MIN. EDGE DIST 2 BY WOOD BUCK----\ [rJ BY OTHERS JAI \_...-........_....� ..... _. `Bj • MAX. SHIM INSTALLATION ANCHOR, #10 WOOD SCREW WITI1 \` INTEGRATED WASHER IF) v 1 1/2" MIN. EMBEDMENT JFI SHEATHING--- --------- ,-- BY OTHERS oo`91oa .a .t oo•� p•e�o c 3 t EXTERIOR FINISH BY OTHERS WINDOW WRAP BYINSTALLER SEALANT BEHIND FIN ----I BYINSTALLER PERIMETER SEALANT BYINSTALLER ' .H. HORIZONTAL SECTION %, FIN (WOOD) G�VERTICAL SECTION I.....__.._.___.__.._.......__....__.........._ PROPRIETARY AND CONFIDENTIAL 10/26I2072 �7JFIN (WOOD) THE INFORMATION CONTAINEO IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCHON IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 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 w �' •t a"�r � ba °,R � t a� ,+� i �]�ktil BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats &Facts Publications FBC Staff BCIS Site Map Links Searchµ Business, Professional 1 U Approval i1 � USEER:R: Public. Useerr •�f :.ifs+:.Fi ,- Pit roduct Aocro:•ai Menu > Proch.ict cr %;^-lira ZD:� S h > Aophca Lien Us C > Application Detail FL # FL - . �40�-' Application Type Revision Code Version 2010 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 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 Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc Category l!Pdris Subcategory Hopi -ont I SLd r Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By . Keystone Certifications, Inc. Referenced Standard and Year (of Standard) Standard Year AAM A/ W DM A/CSA/ 101/I. S.2/A440-.08 2008 ASTM E 1300-04 2004 Equivalence of Product Standards Certified By Contractor Copy 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 1W Summary of Products .............. FL # ir�ioael, Number or Name _._... _._............. ............ .. .............. 15802.1 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. Description .. ............................. ... ................ ........... .................................................. ............_.._. HS-820 PVC Horizontal Slider, Non -Impact Certification Agency Certificate FL15802 R1 C CAC CAR 138-1035D& FLISS02 RI C CAC CAR 138-1036 Dd` FL15802 Rl C CAC CAP, 138-1050.odr Quality Assurance Contract Expiration Date 06/20/2016 Installation Instructions FL15802 R1 II OWS_814A (HS-820, Non-Imoact).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL15802 RI AE Eval ReD CWS-814A (HS-820 Non-Impact)Ddf Created by Independent Third Party: Yes f�— 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 vash to supply a personal address, please provide the Department v✓ith 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: '` 9M FEE Ej ki 6 tiLY;li Ill " t I' ,....,_. I, 64 114" / f MAX I OVERALL: FLANGE / I I IGI4T E f 63" MAX UNIT HORIZONTAL SLIDER ELEVATION (NON -IMPACT) (SHOWN W/ DIFFERENT OPTIONS) 751/4" MAX. OVERALL FLANGE WIDTH 74" MAX UNIT WIDTH 1- 36 5116" MAX SASH WIDTH -1 --- 33" GLASS DLO »------- 33" GLASS DLO ---- 1 I � I C-1 ,7 I I I O58 131161 I X 56 1/4" I 59 9/16" I GLASS it GLASS MAX DLO j DLO SASH I I HEIGHT I III ' a I 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 .......................6-8 751/4" MAX. OVERALL FLANGE WIDTIi---- - 74' MAX UNIT WIDTH------ 1- 36 5/16" MAX SASH WIDTH —33" GLASS DLO I i I 74" I I I I 691311 MAX O GLASS UNIT DLO HEIGHT I I I I 751/4" I MAX OVERALL FLANGE I 33" GLASS DLO X 671A" 709/16" GLASS MAX DLO SASH I HEIGHT I a 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. 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 ANCHOR" D TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAIAING 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. I Lucas Turner 2 012-10- 2 6 10 : 2 8-04 : 0 0 LUCAS A. TURNER, FL P.E. 58201 MAX SIZE w/ HD MTG RAIL DESIGN PRESSURE RATING FLANGE ONLY +/-45 xz 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. F ra .J 4" 8" O. SEE NOTE 7 6' A 6" 21" M SEE NOTE 2 21" INSTALLATION ANCHORS TYP. ANCHOR LAYOUT - (FIN) TIIRU FIN `WOOD OPENING) afro DI-, 11. INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR LAYOUT - (FLANGE) THRU FRAME (MASONRY, METAL, OR WOOD OPENING) •1.45 DP ; 2. SHIM AS REQ AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX, ALLOWABLE SHIM STACK TO BE 1/4" FOR MASONRY OR WOOD, AND 1/8" FOR METAL. USE SHIMS WHERE SPACE 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. 3116" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1l4" 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 urn 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 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 3/8", 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 A ADDED FIN UNIT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. LUCAS A. TURNER, FL P.E. 58201 10/6/12 10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) {�{p{unrrrrff/, - B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2,846 PSI. q-�.• �O E N y'• ��Q,, : L �' 1, ', C, MASONRY- STRENGTH CONFORMANCE TO ASTM C-9U. D. �V .,•,�„ WINDOWS !4 DOORS ALUMINUM - 1/8" THICK MIN., 6063 TS MIN. E. STEEL-.060" THICK MIN., 33 KSI MIN. ..� ; No ?fir' 5820'1 .4. S y. = 1900 SW 44TH AVE. OCALA, FLORIDA 34474 11. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH y * ro' ' zz MC. ANCHOR SCHEDULE & NOTES - NON IMPACT THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: - % FMA/AAMA 100 (FIN WINDOWS), �-0�: STATE OF f41C C) 820 :; �. [. PROPRIETARY AND COWIDENTAL 10126/2012 FMA/AAMA ZOO (FLANGE WINDOWS). a A .' ?4u i ///�s • C Q F1 t••+Ci\��` ADE 07/20!2012 THE INFORMATION C(7NTAI NED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM FMAlAA MA ZDMA 3050 (BOX WINDOWS). J, - WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE FMA/AAMA/WDMA 3OO(EXTERIOf't /// S/ � ••.•�� /��/rUN{P7'�{{{SON77= `r"''L` HORZ. SLIDER /lI : NT %%'1•�:.: VS-814 DOORS). WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.. M; A 20F8 Unit leights (in. 35 1l2 39 1/2 41 112 43 112 47 1/2 51 112 53 112 55 1/2 59 1!2 63 1/2 65 112 67 1/2 71 1/2 c 23 112 +55.0 /•67.5 +55.0 /-67.5 +55.0/-67.5 r55,0 /-67.5 +55.0/•67.5 +55.01-67.5 +55.0 /-67.5 +55.0/•67.5 +55.0I.67.5 +55.0 /-67.5 +55.0/-67.5 +55.0 /-67.5 +55.0/-67.5 +55.0/- 77.5 27 1/2 +55.01-67.5 +55.0l-67.5 +55.0l-67.5 +55.0/-67.5 +55.01-67.5 +55.0l-67.5 +55.01-67.5 +55.01-67.5 +55.0I.67.5 +55.0l-67.5 +55.0/-67.5 +55.0 /-67.5 755.0/•67.5 1 +55.0/-67.5 31 112 +55.0 /-67.5 +55.0/-67.5 +55.0/-67.5 +55.0 /-67.5 +55.0/-67.5 ;-5 /-67.5 +55.01-67.5 +55.0l-67.5 +55.0/•67.5 +55.0l-67.5 +55.0/-67.5 +55.0 /-67.5 +55.0/- 77.5 +55.0/-67.5 35 1/2 +55.0 /-67.5 +55.0/-67.5 +55.01.67.5 +55.0 /-67.5 +55.0/•67.5 +55. //-67.5 +55.0 /•67.5 +55.0l-67.5 +55.01-67.5 +55.0 /-67.5 +55.O1-67.5 +55.01-67.5 +55.01-67.5 +55.0/-67.5 ueslgn 39 112 +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 +SS.OI-67.5 +55.01.67.5 +SS.OI-67.5 +55.0/-67.5 +55.01.67.5 +55.0!•675 +55.0/-67.5 rressures (r5r) Unit Widths (in.) 43 112 +55.01.67.5 +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/-67.5 +55.O1•67.5 +55.O1-67.5 +55.0 6-7.5 +55.0/- 77.5 1+55.0/-67.3 win Glass Types 47 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 +55.01-67.5 +55.0/-67.5 +55.0l-67.5 +55.0 /-67.5 +55.01-67.5 +55.0/-67.5 +55.0l-65.3 1 +55.01-62.6 A or B wl HD 51 112 +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/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0I-67.5 +55.0 6-5.7 +55.0/-61.2 +55.0/-58.7 MTG RAIL 55 1/2 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +65.01-67.1 +55.0/-64.5 +55.01.62.1 +55.0/•57.8 +55.0/-55.4 59 112 +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/-67.5 +55.01.67.5 +55.01-63.9 +55.0 /-61.4 +55.0/-59.0 +54.91- 44.9 +52.5l-52.5 63 1/2 +55.0/-61.1 +55.0 /-61.1 +55.0/-61.1 +55.01-61.1 +55.01-61.1 +55.01-61.1 +55.0 /-fi1.1 +55.0/•61.1 +55.01-61.1 +55.01-61.1 +55.0l-58.6 +55.07.56.4 +52.3/•52.3 +50.1 l-50.1 67 112 +54.1 /-54.1 +54.1/ -54.1 +54.1 5-54.1 +54.1/-54.1 +54.1/-54.1 +54.1 /-54.1 +54.1 /•54.1 +54.1/-54.1 +54.1 l-54.1 +54.1 /-54.1 +54.1 /•54.1 54.11-54.1 +50.1 5-50.1 +47.9l-47.9 71 1/2 +q 8,2 /-48.2 +48.2 /-48.2 +48.2/_4 8.2 +48.2 /-48.2 +48.21-48.2 +48.2/-48.2 +q g,21.48.2 +48.2/-48.2 +48.21-48.2 +48.21.48.2 +48.21-48.2 +48,2/_48.2 +48.2/-48.2 +q 6.1 !•46.1 74 +q 5.11-45.1 +45.0l-45.0 +q 5.0/-45.0 +45.0l-45.0 +45.01.45.0 +45.0/-45.6 +q 5.0/-45.0 +45.0/-45.0 +4 5.01.45.0 +45.0/-45.0 +q 5.01-05.0 +g5.01-45.0 +q 5.0/•45.0 1+q 5.0I-45.0 - Design Pressures (PSF) with Glass Types A or B wl STD MTG RAIL Unit eights (in. 35 1/2 39 1/2 41 1l2 43 112 47 1/2 51 1/2 53 112 55 1/2 59 1!2 23 1/2 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0 ! •90.0 +60.0l-90.0 +60.0l-90.0 +60.0l-90.0 +60.01-90.0 +60.0/•90.0 +60.0l-90.0 27 112 +60.0l-90.0 +60.01•90.0 +60.0 /-90.0 +60.0 I -90,0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0/-90.0 +60.0l-90.0 31 112 +60.01-90.0 +60.0/-90.0 +60.0/-90.0 +60.0 / -90.0 +60.0l-90.0 +60.0/-90.0 +60.0 /-90.0 +60.01-90.0 +60.O1-90.0 +60.0/•90.0 35 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 +60.01-90.0 +60.01.90.0 +60.O1.90.0 +60.O1-90.0 39 1/2 +60.0/-90.0 +60.0/-90.0 +60.0 /-90.0 +60. // -90.0 +60.0/-90.0 +60.0/-90.0 +60.01-90.0 +60.01-90.0 +60.01-90.0 +60.0/-90.0 Unit Widths (in.) 43 1/2 +60.0/-90.0 +60.0 /-90.0 +60.0/-90.0 +60.0 / - 00.0 +60.0/-90.0 +60.0 9-90.0 +60.01-90.0 +60.0/-90.0 +60.01-85.0 +60.0/-82.0 47 1/2 +60.0/-90.0 +60.0 /-90.0 +60.01-90.0 +60.0 1-90.0 +60.0/-90.0 +60.01-90.0 +60.01.90.0 +60.01-90.0 +60.0l-85.0 +60.0l-81.4 51 112 +60.0l-90.0 +60.0/-90.0 +60.0/-90.0 +60.0 ! -90.0 +60.0/- 00.0 +60.0/-90.0 +60.0l-90.0 +60.01-90.0 +60.01-82.3 +60.01.76.5 55 1/2 +60.0 9-90.0 +60.0/-90.0 +60.0/-90.0 +60.0 / -90.0 +60.01-90.0 +60.01-90.0 +60.0/-89.8 +60.0/-85.5 +60.01-78.0 +60.01-72.5 +60.0 9-90.0 +60.01.90.0 +60.01-90.D +60.0 / •90.0 +60.01- 00.0 +60.0/•90.0 +60.0/-86.0 +60.01-81,7 +60.0l-74.4 63 112 +60.01-81.5 +60.0l-81.5 +60.0/-81.5 +60.0 I -81.5 +60.0l-81.5 +60.0/-81.5 +60.01.81.5 +60.01-78.5 +60.0/-71.3 +60.01.66.0 1 67 112 +60.01-72.1 +60.0 /-72.1 +60.0/-72.1 +60.0 / - 22.1 +60.0/-72.1 +60.0l-72.1 +60.0/-72.1 +60.0 /-72.1 +60.0!•68.7 +60.01-63.5 1 71 1/2 74 +60.0/-64.3 +60.0 /•64.3 +60.0 /-64.3 +60.0 l-64.3 +60.0 /-64.3 +60.01-64.3 +60.O1-64.3 +60.0l-64.3 +60.01-64.3 +60.01.61.2 1 +60.0/-60.1 +60.0/-60.0 +60.0/-60.0 +60.0 / -60.0 +60.0/-60.0 +60.01-60.0 +60.0/-60.0 +60.0/-60.0 +60.O/-60.0' +60.0/-60.0 __......_. _......... _....... 7/8" OVERALL ---- -3/16" ANNEALED ..__...__..�...._ .......... 1/2" AIR SPACE 3/16" ANNEALED GLASS TYPE A NOTE: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. --- - --- -7/8" OVERALL - ---------- 3116" TEMPERED �- - -- 112",AIRSPACE 3/16" TEMPERED 112" GLASS BITE _ 1/2" GLASS BITE ' "� T OR \I34 LUCAS A. TURNER, FL P.E. 58201 A ADDED FIN UNIT 10/6112 PURFEEX GLAZE552 SIKAFLEX 552 OR PURFECT GLAZE 'H' `� PURFECT GLAZE "H" ��I�uryr ,,�11 li7j OREIi 0 �f : WINDOWS & DOORS { No 5820.1 :1j1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 GLASS TYPE B Z v' ; �: 09. STATE OF :1UQ DESIGN PRESSURE CHART I GLAZING - NON IMPACT ;i:.ltt:.z: 820 A:' ADE e. 07120?2012 PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS i"C''--� ^�` ��� C:'�r,� "`•`}''' HORZ. SLIDER: :: .: r: """ 1:1 '''`I'- "` CWS-814 DRAWINGIS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE 'WRITTEN PERMISSICN OF �ifiSs'j n.. �� �I� IO Y �� CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ���IO �jAj 110%, A "'t't": __ 3 OF 8 4 f J 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, 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. A. TURNER. FL P SECTION D-D ALTERNATE FIN FRAME I IH-6000 I Main Fr., wMg.. PVC, Head Mkron PVC 2 K6000 Main Fr., w/Flg.. PVC, Sill Mkron PVC 3 H-6000 Main Fr., w /Rg., PVC, Jb. Mkron PVC 4 H-1497 Reinf. Sash Meet. Rail Keyrrark Aluninum 6 H -1681 Alum HD Meet. Rail, Fxd. Keymark Alurrinum 7 H -1836 Alum Meet. Rail, Exit. Keyrrairk Aluninum 8 K6004 Sash Tap/Bet. Rail Mkron PVC 9 K6027 Sash Meet. Rail, PVC Mkron PVC 10 K6028 Sash Rill Rail, WC Mkron PVC 11 P-3029 Screen Rill tab Hurley SIaeI 13 P-3113 I Screw Support, P/C Team9astics 14 R3114 #8 x 2" Fh Truss SMS @ ntg rail Fastenal 15 P-3218 Screen frame RaScreen 16 R3228 Screen Spline Dapa - P-3321 Screen Corner Key M&M R3342 Seam Sealer, S45504 Schnee _ R3352 Set. Elk., 85 Our., 1/8' x 7/8" x 2" Lg. FrankLow e 20 P-3429 Wstp.. 0.270 x .187 back FinSeal. Gray Utrafab 21 P-3541 #8 x 1/2" Rt Pi Tek @ roller Fastenal 22 R3760 #8 x 7/8" Ph Flat SMS, WhL @ lock Fastenal 23 R4479 Weep Cover w/ Flap M8M 24 R4707 Cam Lock Lawrence 25 P-4779 Roller, Tandem M&M E6 P-4959 Wstp„ 0.420 x .187 back FinSeal, Gray Ultrafab 27 S-1498 Reinforcement, Sash, BirrYSide Rail Keynark 28 S-6005 Roller Track Mkron 29 S-fi013 Scrn. Adapt., w/ Nib, PVC Mkron 30 5-6063 MTG Rail End Cap Mkron 31 S-6064 Glazebead Mkron 32 S-6077 HD MTG Rail End Cap Mkron 33 GLASS See Sheet 34 Sikaflex 552 or Perfect Glaze "H' Henkel / Truseal 35 1 K6000A Main Fr., w/Fn., PVC Milk- 2 ITEM 5 IS NOT USED ON THIS PRODUCT. IM EXTRUSIONS ARE 6063-T6 MATERIAL. PVC MAIN FRAME - 6000A 2 PVC MAIN FRAME - 6000 -� 1 3116" 51 PVC SASH SIDE RAIL-6004 1.f \z� PVC SCREEN CATCH - 6013 �3l4— 3/.S.'.'_�..._._..._r Jl ALUM REINF. S.B.R./S.S.R. - 1498 F 1 15116" —� -L........._. _... 1 5!8" PVC SASH PULL RAIL - 6028 -{- 5/8" ALUM REINF. SASH RAIL-1497 1 7/B.. PVC GLAZING BEAD-6064 L(5*2, 3/16".15/16"" PVC MTG RAIL HD-COVER-6077 2 3/16" -- .I. 1116„ PVC SASH MTG. RAIL-6027 — __I I I ALUM STD. MTG. RAIL-1836 1 5116" I PVC MTG RAIL COVER-6063 1 7I/8" ALUM HO MTG RAIL-1681 FRAME CORNER CONSTRUCTION —CORNER WELD (ALL SIDE FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME (#14-OTY2) 1 5/16 L 1116" I-- PVC ROLLER TRACK-6005 112" — 3/16" .......� 1/16" SCREW SUPPORT-3113 LUCAS A. TURNER, FL P.E. 58201 A ADDED FIN UNIT jr- FAN S jVJ• �' ••. ..: WINDOWS & DOORS ' v : No 58201 •• D : 1900 SW 44TH AVE. * e * c OCALA, FLORIDA 34474 �roC � I11LE: y C EXTRUSIONS ! B.O.M.- NON IMPACT :p'. STATE OF 41 ' O • o (UC 3t:.2: 820 xvllti„r ADE PROPRIETARY AND COWIDENTAL 10/26/2012 i ••,•, OI'T 1UP.'�c; THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOMWINDOW SYSTEMS INC. ANY REPRODUCTION IN PART OR +".ft' :: WRITTEN PERMISSION OF CUSTOM WINDD'N SYSTEMS SYSTEMS. PF30HINI EHOLE IDTHOIJT THE I�",,'0 '111,i,A ; e,,10 HORZ. SLIDER j.. "' ; , •-I\ A;2 -� 1016/12 07/2012012 5OFB r 2112.7 MIN. EDGE DIST. 1 1/4" MIN. EMBEDMENT [C] 1 318" MIN. EMBEDMENT [D] 1/4" MAX. SHIM 114" MAX. SHIM (B) MIN, EDGE DIST. I.N. I i).""' �i 6, Di"". 7/8 (D) FF 1/4" MIN. EMBEDMENT [C] MIN. EDGE DIST, /7-, 2 1/2" 4 4 BY kp'f)� f- 1/4 MAX. SHIM bf-"'I.AN f — 1. N . , I. L-, r Nfe;;; [13] ALA: '3y INS "'LA. E ANO- jj— ------- '\HORIZONTAL SECTION . . . . ... .... ....... . ... ......... .. .. x V. 'r \-.6��FRAME (MASONRY) HORIZONTAL SECTION 6 FRAME (WOOD) TAI. I 1/4" MAX. SHIM [B] �'R R?41s��l vNa" k O ............................... RIJI..' T 'J;:2"": y 'j-',VERTICAL SECTION I` )FRAME(MASONRY) il. .............................. Iti 1 114" MIN. EMBEDMENT [C] 2 1/2" MIN. EDGE DIST. (C) lo� J, 'A: 1/4" MAX SHIM ........... 1 1/4" MIN. EMBEDMENT 1> , [C) 2 112" MIN. EDGE DIST. (Cl 15`lfll-TERNATE PRECAST.SILL DETAIL "IFRAME(MASONRY) . LUCAS A. TURNER, FL P.E. 58201 llz�'-/- PROPRIETARY AN D CONFIDENTIAL 10/2612012 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. REFERENCE NOTES A SEE NOTE 9, SHT 1 B SEE NOTE 2&3. SHT 2 C SEE NOTE 4 SHT 2 D SEE NOTE 5: BHT 2 [GI 1/8" MAX. SHIM . .......... 'Nc5 Nj_r.O, 1/8" MAX. SHIM (GI 'NOW Q "A is i .............. A S'�Ai.AN 11, fib Aij'r;` REFERENCE NOTES- /_F_'IHORIZONTAL SECTION A SEE NOTE 0. SHT 1 B SEE NOTE 2&3, SHT 2 C SEE NOTE 4, SHT 2 D SEE NOTE 5. SHT 2 E SEE NOTE 6, SHT 2 1/8" MAX. SHIM F SEE NOTE 7, SHT 2 G SEE NOTE . .. .. .... 10, SHT 2 JGJ LUCAS A. TURNER, FL P.E. 5820, A ADDED FIN UNIT 110/6112 00111111fill., r�' �'�� ;" E'VERTICAL SECTION . ............. . . .... .......... . .......... m Z5 WINDOWS & DO.)RS •No Z-4 58201 A, 1900 SW 44TH AVE. OCALA, FLORIDA 34474 :lrt INSTALLATION DETAIL THRU METAL - NON IMPACT s'rATE OF : It', I 0•.41 820 'ITE, PROPRIETARY AND COWIDENTAL 10/26/2012 1, * .*.,h. THE INFORMATION 4 r, A k �) ..' \� 11 AIDE 07/20!2012 CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY WINDOW SYSTEMS INC. ANY REPRODUCTION IN PART OR AS A WHOL 3TY OF CUSTOM ... ...... HORZ. SLIDER E WITHOUT THE NTS CWS-814 WRITTEN PERMISSI'6N OF CUSTOM WINDOW SYSTEMS, INC, IS PROHIE lITED. A 7 OF 8 SHEATHING -- 1„].12" MIN. EMBEDMENT BY OTHERS 1F1- - INSTALLATION ANCHOR, EXTERIOR FINISH #10 WOOD SCREW ---� ,..,- - -- W/ INTEGRATED WASHER 2 BY WOOD BUCK 8Y OTHERS °•o IFl THERS IF) MIN. EDGE DIST. BY U (Al o•,.o „-' 2 BY WOOD BUCK SEALANT BEHIND FIN -----. o o n, -- BY OTHERS 1/4" MAX SHIM BYINSTALLER [A] 181 jo, .... ... .... WINDOW WRAP .•o, BYINSTALLER "'✓�~ --3/8"MIN. EDGE DIST, INSTALLATION ANCHOR,`�iz ?' PERIMETER SEALANT--- - ,Po;q „�;;,^,„� �,,,IF) #10 WOOD SCREW�� m W' WI INTEGRATED WASHER ` BY INSTALLER IF] 4" MAX SHIM lei I I rr -_I 1-1C2" MIN. EMBEDMENT ? F l l I ( o �Y SHEATHING ._.........__ ............. BY OTHERS 14`.•^^^--- o .o dam•° i+c; • EXTERIOR FINISH ° • 8 ° �• ° BY OTI )ERS SEALANT BEHIND FIN --- \- PERIMETER SEALANT BYINSTALLER BYINSTALLER WINDOW WRAP - BYINSTALLER - 1/4" MAX SHIM ' IBI - PERIMETER SEALANT •.� �'�-T- BYINSTALLER ;'•'O• ""w, ; ,•-' (-- 3&" MIN. EDGE DIST. WINDOW WRAP BYINSTALLER\-2 6Y WOOD BUCK B OTHERS SEALANT BEHIND FIN J o0,�1• BYINSTALLER INSTALLATION ANCHOR, °°• #10WOODSCREW EXTERIOR FINISH W1 INTEGRATED WASHER BY OTHERS IF) -......_......... .................._......_.. 11 1/Z! MIN. EMBEDMENT SHEATHING --�/j BY OTHERS G \VERTICAL SECTION f\_B,/FIN IF] �Z (WOOD) ..................... PROPRIETARY AND CONFIOENTAL 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. / H-\HORIZONTAL SECTION LUCAS A. TURNER, FL P.E. 58201 REFERENCE NOTES (Al SEE NOTE 10, SHT 1 [BI SEE NOTE 283, SH"1 2 (CI SEE NOTE 4, SHT 2 IDI SEE NOTE 5, SHT 2 1EI SEE NOTE 0, SHT 2 [FI SEE NOTE 7, SHT 2 Business/. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links search i{-'��t" C((($ Y f J. Product Approval t rofessio (� l� ( USER: Public U sser P ro d:. ct AD0rovai Menu > Pro ei:i ct or AD 1.-a ion Sesrch > Ai n_:ca t.ist > Application Detail FL # F 161- 4 Application Type Revision Code Version 2010 Application Status Approved 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 Category ei"MEW 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 EvalReo 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 Contractor Copy Sections from the Code Contractor Product Approval Method Method 1 Option D Date Submitted 12/01/2011 i Date Validated - 12/16/2011 Y Date Pending FBC Approval 12/21/2011 Date Approved 01/31/2012 FL # Model, Number or Name Description - .. ....... ... ...... ...... .. .... _ _ ............. _ 161.1 Guardian Hinged Door Guardian Hinged Door w/ Glazed Insert (Operable or Fixed). Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R4 II Ct.NS 176C (Guardian Door).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-176C (Guardian Door).pdf 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 olass).odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen Rooms. FL161 Ra AE EvalRen CWS-242B (Guardian Door no olass).odf 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 8S0.487.L395. `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 v4sh to supply a personal address, please provide the Department Wth an email address which can be made available to the public. To determine if you are a licensee under Chapter455, F.S., please click here . Product Approval Accepts: M R=—�' FTEE Ed I' i, 1 �' 7 PRIME DOOR ELEVATION (NON -IMPACT) 37.250 OVERALL WIDTH --------- 36" FRAME OPENING 35" A DOOR CORE 81.,000 OVERALL HEIGHT 8(„ B I FRAME OPENING HEIGHT {..........._...._.... , 4.711._6. n 79" 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 A 7 5/8" HINGE HINGE tl GE B I- 22" HINGE ..._.._... 7 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 33 113% 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. 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 UPDATED PER 2010 FBC 10117/11 TEF LUCAS A. TURNER, FL P.E. 58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 +,i`v A)REw illr "or In, G n sE G'��•, �7 No 58201 i} : „,.a.,,,".,. 1E. 2ni1-11.3019:04-05:00 '9 ; STATE OF : , �o"'. '.' K r ` PROPTHE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CARY AND GOWIDENTIAL USTOM '0�CS' C R,}'`,\C%, ��, WRITTEN PERMISSION OFNUSTOM W NDOIW 6 STF:rT OR ASA MS INC. IS HOHId EIDHOUT THE ,,���S��NIA ; F. ���, n L r^ WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 GENERAL NOTES ti..i�iC":S: 1000 "sF,:.:'{n: f>1': ADE :)f•T: 0311312009 �1i'C;E!. GUARDIAN DOOR �::RL: NTS , � � CWS-176 -7 C ,� 1 OF 7 G 1w 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. 12 3/4" MAX. 0. C.--�------� 6' MAX ... ........ T—, 6" MAX. n� L MAX O.C. 2. SHIM AS REQ'D AT INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, WOOD SHIMS ARE NOT ALLOWED 4. 3116" 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 2 112", IN ANY DIRECTION, SHALL BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS THRU FLANGE MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 5/16", IN ANY DIRECTION, SHALL BE ACHIEVED. 6. #8 OR STRONGER WOOD SCREW ANCHORS THRU HINGE OR LOCK/DEADBOLT STRIKES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, 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. INSTALLATION ANCHOR, TYP. (SEE NOTE 2) - INSTALL TWO #10 ANCHORS THRU STRIKE PLATE AND DEADBOLT STRIKE PLATE INTO SUBSTRATE (SEE SHTS 6,7) GLAZED WINDOW FRAME (SEE NOTE 7) 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. ANCHOR LAYOUT - (FLANGE AL CORNERS WITH SMALL JOINT SEAM SEALANT. iU. 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. C UPDATED PER 2010 FBC 10/17/11 TEF 10/17/11 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. LUCAS A. TURNER, FL P.E. 56201 B ADDED VENDOR COLUMN TO PARTS LIST 12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: y��,tiOREbti ,rG�i A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) ,1` ;C G'N; y I,,./_ •-. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). .,J •, tv '• u7NDOWS n DOORS VIND44T D. ALUMINUM - 6063-T5 (OR GREATER) .� No 58201 1900 SW AVE. OCALA, FLORIDA 13. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE ' U'--� 34474 WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: ' T%'•% STA7E OF 1 C�: ANCHOR DETAIL 8 NOTES FMA/AAMA 100 (FIN WINDOWS), FMA/AAMA 200 (FLANGE WINDOWS), FMA/WDMA 250 (BOX WINDOWS), PRDPRIETARrnno carrFloENrwL 11/30/11 ~��-r'• X' p 1� .,;re.r;s,: 1000 AIDE 03/1;1/2009 FMAlAAMAIWDMA 300(EXTERIOR DOORS). THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ,� ,�'•, 4 0 R tp) �' ..� � S ?,N �011, .t. 'iFt.. .... :r... 1:0 `''.'i1 = ""• WWINDOW SY RITTEN PE RA ISSION INC. FANY REPRWINODUCTIONINPARTAS HOLE1 WITHOUT THE s'ON1A'- to GUARDIAN DOOR NTS CWS-176 S E SYSTEMS. INC. r.;... I..1 l 20F7 MAX DLO HEIGHT .1 .... _.................. MAX FRAME HEIGHT MAX DLO HEIGHT t- ... . .......... I-- ... ..... ......... ... MAX FRAME WIDTH 2.4.9/.1.6" MAX DLO WIDTH r • 23" X DLO WIDTH LMA LL GLAZING (FIXED & SASH) TEMPERED GLASS ONLY A 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 WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED, UPDATED PER 2010 FBC 10/17/11 TEF LUCAS A. TURNER, FL P.E. 58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 IrAINDOWS J: & DOORS No 582L11 1900 SW 44TH AVE. OCALA, FLORIDA 34474 3} t STATE OF ; try.` DOOR CONFIGURATIONS %�? r��` 1000 AIDE03/13/2009 R .. GUARDIAN DOOR NTS . CWS-176 ik::Y LT: I" I:: R: C ;H;::[: ` 3 OF 7 t c I EXTERIOR SECTION A -A INTERIOR ALT. THRESHOLD (1186) (1193) IN" C SECTION B-B NOTE: ITEMS NOT SHOWN FOR CLARITY 1, 3, 5, 7, 9,11,17-19, 21, 22, 24-31, 36, 37 I I II IIu I UPDATED PER 2010 FBC 1 10/17/11 TEF I.S ❑ U LUCAS A. TURNER, FL P.E. 58201 B I ADDED VENDOR COLUMN TO PARTS LIST 1 03/13/09 ALT. THRESHOLD (1126) \\\. c' F N •• 4 ','�✓� ° .G` �' ': _ WINDOWS & D0014S t No 58201 -A 1900 SW 44TH AVE. OCALA, FLORIDA 34474 f-2 'S%S STATE OF 141 T..... SECTION VIEWS •i7::eic's::eaa,:rs". 1000 ADE :I,;i:: 03/13/2pp9 PROPRIETARY AND COPFIDENTI4L 11/3 (�/f,j r���•••.�� (}'\�`�, •' %'EI- GUARDIAN DOOR `(: `.LF. NTS .- ^'::} "CWS-176 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM REPRODUCTIONWITHOUT THE UCTIOINDOW OR AC.SSWOFi ���(S' +. =. +' • ,\`I' i,',,S/GNAi'G;`\\\\ WINDDFN PERMISSIONOFCU CUSTOM SIIN PAR HI 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 S-1193 SADDLE THRESHOLD KEYMARK ALUM 7 S-1126 BUMPER THRESHOLD KEYMARK ALUM 8 H-1001 DOOR CORE KEYMARK ALUM 9 1 S-1002 ICORNER KEY KEYMARK ALUM 10 P-3008 IHINGES IDEAL SS P-3376 POP RIVET HUB SS P-3280 DEADBOLT-3127-XQ DELANEY SS P-3280 LOCKSET-3127-XQ DELANEY SS F12 P-3302 WSTP,.330 x.187 FIN, BLACK SOFT TOUCH ULTRAFAB P-3310 WSTP,.350 x.187 BULB VINYL ULTRAFAB P-3087 GASKET, DOOR KNOB PRATT IND. FOAM P-3204 GASKET, DEADBOLT HOPRODUCTS FOAM 1a P-3584 FOAMCORE ELITE 24 P-3539 8 x 3/4, QUAD PAN TEK FASTEC STEEL 3329 FOAM BLOCK, DOOR KNOB IMPERIAL FOAM 3350 FOAM BLOCK, FILLER METALS USA 3369 CYLINDER, DOOR PLUNGER YALE SS 3370 CYLINDER, DEAD BOLT YALE SS 131P-3612 3531 8 x 3/8 PHIL FLAT SMS FASTEC SS 3214 BUGSWEEP TEAM PLASTICS PLASTIC 1300 ADJUSTABLE SWEEP KEYMARK ALUM 3367 DOOR STRIKE YALE SS 3368 DEADBOLT STRIKE YALE SS 8 x 1-1/4 QUAD PAN W/ 114" LEAD FASTEC STEEL 37 1 P-3776 BACKER PLATE JALCOA ALUM 1116" I I �8) I i i 4 1/4" LiI I i DOOR CORE - H-1001 CORNER KEY - S-1002 6" 2 3/8" ..._.. - 1. 1 13116" _....._.__ 1. OUTSWING HEAD S-1377 2316 ...._ . v1s" i 13) 1 11/16" OUTSWING JAMB S-1374 ;jl ' 1/16" — _!. .905 Ff2i� t BUMPER THRESHOLD S-1126 ALL ALUMINUM EXTRUSIONS ARE 6063-T6 2 5/8" ..._...._ C 3) ' 3�' I —1- ADJUSTABLE SWEEP S-1300 f---- -- 3 7/16" 66� 13116" I - SADDLE THRESHOLD S- 1193 2 15/16". i 1/16" 1 112" rvF-ur nit STANDARD THRESHOLD S-1186 OUTER FRAME ASSEMBLY l PANELFRAME ASSEMBLY UPDATED PER 2010 FBC 10117/11 TEF LUCAS A. TURNER, FL P.E. 58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 �GQc?.4�CtNSE GAL v : No 58201 ':`-1) II .1 ,~_.-JN'INDOWS & DOORS 1900 SW 44TH AVE. Z� PROPRIETARY AND CONFIDENTIAL 11/30/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WRITWINDTEN PERNOWSY 99�SION OF CUSTOM WINDOW SVSTE JS INC.. I.S PRUfiIDITEDLE HUUT IHE :9. -.rATE OF :Gi: o +�j'f ••'�� 1` z- �����s�Q�A'1I`;,���` OCALA, FLORIDA 34474 EXTRUSIONS & B.O.M 1000 AIDE 03113/2009 GUARDIAN DOOR N2S CWS-176 ,.I C ,4 II 50F7 c 1 1/2" MIN. EMBEDMENT --------_ ............ ._..__1 (p] by v Iv b v 'v b b CONCRETE OR MASONRY -"-"e;.w•- -7, OPENING BY OTHERS. - INSTALLATION ANCHOR, #10 DIA. WOOD SCREW ANCHOR. / [D] SEALANT BEHIND FLANGE BY INSTALLER. EXTERIOR INSTALLATION ANCHOR 3/16" DIA. CONCRETE SCREW ANCHOR. l OR SET SILL IN CONCRETE OR MASONF PERIMETER SEALANT BY INSTALLER. 1-1/4" MIN. EMBEDMEN' [C] 2 112" MIN. EDGE DIST. [C] MIN. EMBEDMENT [EI —5/16" MIN. EDGE DIST. -- SEALANT BETWEEN BUCK AND OPENING 2X WOOD FRAME/2X BUCK-- IDI BY OTHERS BY OTHERS INTERIOR [A] 1/4" MAX. SHIM 5/16" MIN. EDGE DIST. r [B] (D] INSTALLATION ANCHOR, INTERIOR �c VERTICAL SECTION T #10 DIA. WOOD SCREW 1 112" ANCHOR. -- 1/4" MAX. SHIM MIN. EMBEDMENT [D] [Bl �\ 2X WOOD BUCK/WOOD FRAMING �� ........ _II ........_._ ....__.. __.. ...... } it I` W7— BY OTHERS I — [A] § DOOR FRAME i — NSTALLATION ANCHOR, HEAD 1/2" #8 WOOD SCREW THRU HINGE (MIN. EDGE DIST.) [EI EXTERIOR FINISH \ (1 ANCHOR/HINGE) [E] BY OTHERS. EXTERIOR \ PERIMETER SEALANT - — 5/16" MIN. EDGE DIST. [p] BY INSTALLER. 1/4" MAX. SHIM [B] ----- - [E1 HINGE SIDE DETAIL �6 ZXWOOD BUCKiW060FRAMING 1.318" MIN. EMBEDMENT [EI INTERIOR 2X WOOD FRAME/ 2X BUCK / BY OTHERS. [A] STRIKE PLATE SCREW #8 WOOD SCREW (2/ STRIKE AND DEADBOIT STRIKE. [E] _.................... .............. ...... .... _........... . MIN. EMBEDMENT D I ] REFERENCE NOTES: EXTERIOR ILZ 1 (MIN. EDGE DIST) [E] fA] SEE NOTE 9, SHT 1 / IBI SEE NOTE 20. SHT 2 (C] SEE NOTE 4, SHT 2 INSTALLATION ANCHOR, (DI SEE NOTE 5, SHT 2 #10 DIA. WOOD SCREW (E) SEE NOTE s, SHT 2 PERIMETER SEALANT ANCHOR. / BY OTHERS. \ [D] i GLAZED WINDOW FRAME ATTACHMENT EXTERIOR FINISH (SEE NOTE 7, SHEET 2) BY OTHERS. C UPDATED PER 2010 FBC 10M7/11 TEF LUCAS A. TURNER, FL P.E. 58201 B I ADDED VENDOR COLUMN TO PARTS LIST 1 03/13/09 �LOCKING SIDE DETAIL 6D BW t111jfjf 1%WOOUCWOOD FRAMING `�1,,6+, Nu REw �"i rp! �H'IND\5'S & DOOKSI NO 58201 y-P: 1900 SW 44TH AVE. +; * OCALA, FLORIDA 34474 CONCRETE OR MASONRY y 0 BY OTHERS. zZ �9 ,. STAT'E OF 4i INSTALLATION DETAIL - WOOD O . W sear:( 7, AND'. Cr W 2 Q 1000 AIDE 03113/2009 THE INFORMATION CONTAINED IINRTHI THIS IS THE SOLE PROPERT'OFC(USTOM ,���5�'0.:::.�,,,•�G�`�� `I"-�'F..I. WRITTENWINPERMISSION OF CUSTOW SYSTEMS, INC. ANY OM WINDOW SYSIE7MS,OINO.SS PR )� F71 FOHOU7 1HE ���4S,OiNA ; -,, %% GUARDIAN DOOR `p.,' ' INT C CW S-176 6 OF 7 SCREEN ENCLOSURE MEMBER BY OTHERS [A] INSTALLATION ANCHO #10 SMS. [F] SEALANT BEHIND FLAP BYINSTALLER 1 EXTERIOR DOORFRAME SILL DOORFRAME HEAD INTERIOR SCREEN ENCLOSURE -- MEMBER BY OTHERS [A] INSTALLATION ANCHOR, #10 DIA. SMS ANCHOR. IF] SEALANT BEHIND FLANGE BYINSTALLER EXTERIOR FINISH BY OTHERS. 1/4" MAX. SHIM [B] DOORFRAME JAMB INTERIOR �;'� a W/ \ INSTALLATION ANCHOR. EXTERIOR #8 SMS THRU HINGE (1 ANCHOR/HINGE) IF] PERIMETER SEALANT BYINSTALLER. ,HINGESIDE.DETAIL \� /J ALUMINUMISTEEL TUBE - -- 1/4" MAX. SHIM h [B] DOOR FRAME 7 JAMB - -SCREEN ENCLOSURE INTERIOR / MEMBER BY OTHERS [A] REFERENCE NOTES: 'I m9mmmo>o j---- STRIKE PLATE SCREW #8 X 1 1/2" FH SMS [F] IA] SEE NOTE 9, SHT 1 IB] SEE NOTE 20, SHT 2 [C] SEE NOTE 4, SHT 2 [DI SEE NOTE 5, SHT 2 i.. SEE NOTE 6, SHT 2 (F] SEE NOTE 7, SHT 2 INSTALLATION ANCHOR, #10 SMS ANCHOR INST ALLATION ANCHOR, / / IF] cDIA. CONCRETE "EW ANCHOR. EXTERIOR --- j SEALANT BEHIND FLANGE BYINSTALLER \\ SEAL OR SET SILL IN - GLAZED WINDOW FRAME ATTACHMENT C UPDATED PER 2010 FBC 10I17/11 TEF CONCRETE OR MASONRY. \ / (SEE NOTE 7. SHEET 2) LUCAS A. TURNER, FL P.E. 58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 PERIMETER SEALANT BY OTHERS. \ %c LOCKING SIDE DETAIL Aj,UM111NUMISTEEI_ 'U. luuel+ I A� �i ..4. � v \ 7J TUBE (/, •4�C i<• NSf'.•••'SY,,rYM1 1 1/4„ MIN. EMBEDMENT— , \ • v"• vv �.J �. : NO 58201 :'�i : WINDOWS & DOORS 1900 SW 44TH AVE. [C] L ° o v °: "-,Y.- - CONCRETE OR MASONRY : * ; ; * OCALA, FLORIDA 34474 0 0 e o BY OTHERS. y * = = ' = i''`'"' INSTALLATION DETAIL ALUMINUM TUBE 1 - 21tZ MIN. EDGE DIST.--=-h--- IC] - 1130111 AND STHHE IDENTIAL lOF 1 T .� Pr ` /,I,�S C O R,.' 1000 AIDE 03113/2009 F VERTICAL SECTION 1'HE INFORMATION CONTAINED INRTHI DRAWING IETARY SOLE PROPERT CUSTOM WINDOW SYSTEA9S.INC. .ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE �`�� � �f� s7 � ,"'llojT� C%FI GUARDIAN DOOR "LL NTS : r CWS-176 WRITTEN PF.RMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIHIIED. l "{{ �S` C ii..L y 7 OF 7 L r CONTRACTOR: South Florida:, ._ _ hum 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 Stmctures, 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 Category2. 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: V- =165 NWH ,VAw = 128 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure C 4. Building Category for Aluminum Structures, Paragraph 2002.6: 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 18114 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 2V 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 1,- 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 E 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. IL All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 8. The minimum nominal thickmess of protector panels (ldckplates) 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 £s. 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. EXISTING SHED *Z4 lqtyz,� ST. LUCIE COUNTY BUILDING DIVISION REWELVED FOR 6'Or. A'�Oir REVIEWED BY � � DATE PLAN AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 20'-0" 11 2X3 2X3 2X3 2X3 0 0 0 GLASS X GLASS GLASS X GLASS X M M M M Ix X3 3 X3 BEEN DETERMINED USING THE ADV. TECHNOLOGY COUNCIL'S WEBSITE -AND GOOGLE EARTH. f 8'-3" f 0 I Cf -�- L ir_ S c'. cc O li• (� W t + r `t (-.7-` ~�PRf1FF. , 1(1NAI RFCI•. L 7'-6" L X CONCEALED FASTENERS OR ATTACHMENT:. En ARE THE RESPONSIBILITY 4F THE W ' CONTRACTOR OF RECORD 1X3RC (lYP) VINYL SIDING. INSTALLED - PER MANUFACTURER'S SPECIFICATIONS OVER 1/2" EXTERIOR RATED 5'-0" 5'-0" APA SHEATHING AND MOISTURE BARRIER ATTACH PLYWOOD TO ALUMINUM FRAMING WITH #10 X 1 1/2" SDF AT 4" COMPONENTS & CLADDING - VAw O.C. DESIGN PRESSURES FOR WINDOWS / DOORS: +30.4 PSF / -40.7 PSF ADJUSTED CO-EFFICIANT FOR EXP C - 1.21 +36.8 PSF / -49.2 PSF ALL ELECTRICAL TO BE INSTALLED PER 2010 FLORIDA BUILDING CODE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO Ate CORRECTIONS FIENRED IY PEIA INSPECTORS THAT MAYOR iECE"AEI' IN OPJXR Td - COMPLY WITH ALL APPL10, 0k9 GOPESd xg-e Copy tr w W Z LU Z LU 0 Q � w O Oz UJ r/1 Z UJ LL > p O LLl it 1.- 0 W LU IY Z- Q oc g$ LU z 2 rn LU ILm§§ Z LU o�nn N w 1-- � U 0 � Q W U m� J J ED 0 G) 0 ��� t co OCZ04 InnOJ n co tl Lt_ DRAWN BY EB DATE DRAWN 02/03/14 1 REVISION SHEET NO: A-1 ALUMINUM MEMBERS DIN_ rIONS 0 HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046" 2 x 3: 2" x 3" x 0.050" 2x4: 2".x4"x0.050" 2 x 5: 2" x 5" x 0.050" 0 OPEN BACK SECTIONS cj) I x 2: 1" x 2" x 0.040" F-A-i I x 3: 1" x 3" x 0.045" SNAP SECTIONS Tx Wx 0.093" 2 x 2 Snap: 2" x 2" x 0.045" I POST 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" OPTION 2: 0.040- x I Iff x 2" x 11/&' RECEIVING CHANNEL PkoFE 3SIO.NAL SEA . L SELF MATING (SMOB) - (2) 3/8" DIA_ CONCRETE W/(3)#lCx3f4 INTO 2x4SMB: 2" x 4" x 0.044" x 0. 100' SCREW ANCHORS ----\ GIRT EACH FACE & (3) 2x5SMB: 2" x 5" x 0.050" x 0.100': (3" CONC. EMBED) 3"xTxll8"EXTRUDED #10 x 3/4" INTO UPRIGHT f Lu 2x6SMB: 2" x 6" x 0.050" x 0. 120' POST BASE W/ (2) 3/8- Lu 2x7SMB: 2" x 7" x 0.05T'x 0.120': DIA. THRU BOLTS z Lu 2x8SMB: 2" x 8" x 0.072" x 0. 124'ci: 2 x 9 SMS: 2" x 9" x 0.072" x 0. 124' z < 2 x 10 SNTI: T'x 10" x 0.092" x 0.398" LLJ (D CHAIR RAIL MEMBER I I < < = MINIMUM FASTENER EDGE DISTANCE: 1/2" OPTION 1: z Lli 0 NfINDAUM FASTENER SPACING: 3/4" 2" x Z'x 1/8" ANGLE W/ -UPRIGHT 0 Ln z 2 4, (4) #14 x 5/8" EACH FLANGE LLI CONCRETE SCREW ANCHOR: 4 z SMTSON TITEN HD OR EQUIVALENT a LLI LL Lij > SHEET METAL SCREWS (SMS): ANGLE MAY BE INSTALLED 0 Lu cc. ITW BUILDEX OR EQUIVALENT EITHER ON TOP OR BOTTOM OC t;O OF CHAIR RAIL B �T' x 3" POST TO CONCRETE CONNECTION DETAIL SCALE:NTS 1\ �-2 Lu rc"NvURLIN OR GIRT TO BEAM OR POST DETAIL M b 1\ �-2 SCALE:NTS u Lu j q (D 'S U Z < (4) 914 x 3/4" SMS Lu 1/8"x Z'x 2" EXTRUDED �—l"xWRECEIVING INTO DJ Lu Iz P < Z I= ANGLE 5052 H-32 ALLOY t; cr vimz (D CHANNEL EXISTING PAN ROOF u z LLI WOOD: #10 X 3" WOOD SCREWS, 6' 2114'M CONIC FROM GIRT & @ 12- D.C. ANCHOR -�E-- SLAB FOOTING ANCHOR EMBEDMENT — — — — — — — — — — — — — — SEE PLAN 1/4" DIA. x TCONCRETE SCREWANICHOR, 6' FROM GIRT & @ 24- D.C. _(4) #10 x 1 1/2"INTO — — — — — EXISTING ALUMINUM SCREW BOSS BEAM Ln Lu 0 SIDE VIEW W >_ (1) 3/T DIA. CONCRETE of !L! SCREW ANCHORS 2"x 3" w (.) < (21/4- CONC. EMBED) � /7/7/ 2' X 3" OPEN El 2"x TOPEN BACK STITCHED EA, ALUM BEAM W/ #10 ca Z) UPRIGHT (1) x b CNI 1 102- @ 12- D.C. W/ 1ST 6- LLJ Z cl) U) PRE -HUNG 2"x TOR 2"X 3" HOLLOW FROM UPRIGHT __' 0 a) ICE It DOORJAMB SECTION GIRT "2"x UPRIGHT/ 0 V) 51- C-] SEE PLAN Li 1= K Lco' o CL D_ co Q_ u- 3" 2" x Z' x 1/8" ANGLE w/ (4) #10 x 5/8" EACH SIDE DRAWN BY EB 1"x 3" RECEIVING CHANNEL DATE DRAWN ANCHORED TO CONC W/ 1/4' CONCRETE SCREWANCHOR -EMBED) 02/03/14 4 (MIN. 11/4 d REVISION 6" MAX EACH SIDE OF POST AND 24" O.C. MAX • C-1 lX2 TO HOST STRUCTURE DETAIL rB 1 UPRIG . HT & O.B. TO HEADER �-2 SCALE:NTS � -2 SCALE:N contractor Copy FRONT VIEW ® SHEEr NO: rDJ 1UPRIGHT TO CONCRETE (a) PRE -HUNG �-2 DOOR LOCATION DETAIL SCALE: NTS I A-2j c c 1-0 c 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: `-= 165 MPH, V-o = 128 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure C 4. Building Category for Aluminum Structures, Paragraph 2002.6: Category TYPE III - 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 1,- 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 hatching 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. IL 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. EXISTING SHED EXISTING SHED ST. LUCIE COUNTY BUILDING DIVISION i ZEVEZEVJED FOR 00k REVIEWED BY I DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR nC ;NISPrnCTIONI WILL BE MAI 0 Z H In X W 20'-0" ME 2X3 2X3 2X3 J 2X3 In o O O GLASS GLASS GLASS X GLASS X X X X X M M M X3 2X3 2X3 WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. f- 8'-3" f e 0 14 I LO O I M M e � co In e I W 1X3RC (TYP) VINYL SIDING INSTALLED PER MANUFACTURER'S SPECIFICATIONS OVER 1/2" EXTERIOR RATED APA SHEATHING AND MOISTURE BARRIER ATTACH PLYWOOD TO ALUMINUM FRAMING WITH #10 X 1 1/2" SDF AT 4" COMPONENTS & CLADDING - VAM O.C. DESIGN PRESSURES FOR WINDOWS / DOORS: +30.4 PSF / -40.7 PSF ADJUSTED CO-EFFICIANT FOR EXP C - 1.21 +36.8 PSF / -49.2 PSF ALL ELECTRICAL TO BE INSTALLED PER 2010 FLORIDA BUILDING f =I R CODE is /p]J VIA/ 1 �I7'-6" L CONCEAL FASTENERS ON ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PIfi,NS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COWTIOM' REOUiRED BY RELD INSPECTORS THIkT MAY RE RICE.",Affy IN OIR TO ' COMPLY WITH ALL APPl. 0949 CODES, , wrmll:�i'4 ..� , 0 UJ . ,=7'_ ' P � anniei eGei�'> cc W W Z_ W Vr tl. W Q m J LO Q pg Z O w O `n z to Z W W Q LL p O w it cc 1-- 9 tL to LL W U � J ,U/ = Z " Q 2 E, I- W z W lZMH y M "- O � Uann Z W o�CC DRAWN BY EB DATE DRAWN 02/03/14 REVISION SHEET NO: A-1 a 6 a 0 Z Z U 0 c 0 LL ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS J.r 2 x 2: 2" x 2" x 0.046" 2x3: 2"x3"x0.050" 2x4: 2"x4"x0.050" 2x5: 2"x5"x0.050" OPEN BACK SECTIONS �- lx2: 1"x2"x0.040" ... r Lu Ix3: 1"x3"x0.045" SNAP SECTIONS I I x 0.093" \V 2 x 2 Snap: 2" x 2" x 0.045" POST 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" OPTION 2: " "r I I 0.040" x 1 1/8" x 2" x 110 . SELF MATING (SMB) (2) 3!8" DIA. CONCRETE I I RECEIVING CHANNEL PROFE W/ (3) #10 x 3/4"INTO SIONAL SEAL 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" SCREW ANCHORS —Il GIRT EACH FACE & (3) 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" (3" CONC. EMBED) I I I I #10 x 3/4" INTO UPRIGHT W 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" x 3" W x 1/8" EXTRUDED I W 2 x 7 SMB: 2" x 7" x 0.05T' x 0.120" POST BASE W/ (2) 3/8" DIA. THRU BOLTS _ _ _ _ _ _ _ _ _ I I Z W 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" L7 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" — — — —1 1 — — — — Z I � 2 x 10 SM2" x 10" x 0.092" x 0.398" WB: c MINIMUM FASTENER EDGE DISTANCE: 1/2" • ' ° a CHAIR RAIL MEMBER to MINIMUM FASTENER SPACING: 3/4" $• OPTION 1: 2"x2"x1/8"ANGLE W/ UPRIGHT Z 0 ui O CC H w CONCRETE SCREW ANCHOR: °' .• �a,' •. '° ° ( 4) #14 x 5/8" EACH FLANGE I I G N z SIMPSON MEN HD OR EQUIVALENT tWi W SHEET METAL SCREWS (SMS): ANGLE MAY BE INSTALLED O W c ITW / BUILDEX OR EQUIVALENT EITHER ON TOP OR BOTTOM c H O OF CHAIR RAIL B 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS W C PURLIN OR GIRT TO BEAM OR POST DETAIL A-2 SCALE: NTS V ry LLJ H J� S W�J U N N w 6 Q O (4) #14 x 3/4" SMS W z 1/9'x2"x2"EXTRUDED I I INTO DJ N W IzP Q Z ANGLE 5052 H-32 ALLOY 1" x 3" RECEIVING '. a! 0 � m m w • • CHANNEL EXISTING PAN ROOF (, z • • W c j ��V m� N O s ®�LAR )7-1�#10 WOOD: x 3" WOOD SCREWS, 6" CONC 9 a BECMENiSLAB/FOOTING ' a ' ..••SEE FROM GIRT& 12"O.C. COPJC: PLAN ':a • °1/4"DIA. x 3" CONCRETE SCREWANCHOR, V'FROM ° GIRT & @ 24'O.C. ,, I (4)#?Ox 1 1/2"INTO — — — — — — — — — — — EXISTING ALUMINUM SCREW BOSS — — — — BEAM W U SIDE VIEW } (1) 3/8" DIA. CONCRETE W SCREW ANCHORS — — — - 2" x 3" I I (21/4" CONC. EMBED) 2" x 3' OPEN BACK STITCHED TO ALUM BEAM W/ #10 07 W_ J • UPRIGHT (1) x b ~ N I 1 1/2" @ 12" O.C. W/ 1ST 6'ui I I ZO PRE -HUNG 2" x TOR 2" X 3" HOLLOW FROM UPRIGHT 0) DOORJAMB I SECTION GIRT UPRIGHT (n 04 0 �' cM SEE PLAN ♦Y Z � O .J d U- 2"xT 2" x 2" x 1/8" ANGLE w/ ' , (4) #10 x 5/8" EACH SIDE DRAWN BY r 6• EB 1" x W RECEIVING CHANNEL ANCHORED TO CONC W/ 1/4" $ . x , ° ? DATE DRAWN CONCRETE SCREW ANCHOR a e ' 1 1/4" EMBED) OtiO3I14 (MIN. , s" MAX EACH SIDE OF POST°� ° C-1 REVISION + ,. AND 24" O.C. MAX .' 1X2 TO HOST STRUCTURE DETAIL B-1 UPRIGHT & O.B. TO HEADER Q m T •, FRONT VIEW A-2 SCALE: NTS A-2- FlLc c; opy - SHEET NO: DJ-1 UPRIGHT TO CONCRETE PRE -HUNG A-2 DOOR LOCATION DETAIL SCALE: NTS A-2