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WS-15-1786 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-242155 Permit Number: WS-7-15-1786 Scheduled Inspection Date: September 28, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: PARDO, MARGARITA Work Classification: Window/Door Replacement Job Address:29 NE 106 Street Miami Shores, FL 33138- Phone Number 3051754-5864 Parcel Number 1121360060270 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 17 WINDOWS AND 1 DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-239265. A q Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 25,2015 For Inspections please call: (305)762-4949 Page 16 of 39 VIA., Miami Shores Village ( - ��WBuilding Department JUL 1 015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 L''INSPECTIONLINELINE PHONE NUMBER:(305)762-4949 FBC 20 GtD BUILDING Master Permit No. � � PERMIT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 2.0 Lk—, IOCp ST Com: Miami Shores County: Miami Dade Zip: �n I bR Folio/Parcel#: I •213CQ-CjfjCn•fj 2--10 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):�AAfgOfI ��nra-ll Phone#:30S --34DIA-q 1C4 Address: 2 9 oke ou S fi city: 1--1l �4.vt Steres State: a—L- zip-nI38 Tenant/Lessee Name: n L!1 Phone#:h,L, Email: CONTRACTOR:Company Name: AFL .t 0t U LftJ P('c)�2 dkX/jT p�_ Phone#: S"-1 'V44(S Address-A0-)C) SI-0 'bo co--Q City: "1-f�'�� 00 State: qL- Zip: Qualifier Name: Ujctqk.J port 1- Phone#: State Certification or Registration#: 64E�k L O co Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ IS SOC r Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition Description of Work: ILO,L.Q 0 S1yl (- LT W 1��v.JS t 'DO b r Specify color.of color thru tile: Submittal Fee$�``�-� Permit Fee$ - _ CCF$ • �'R✓' CO/CC$ Q Scanning Fee$ �b ^-�,1�`�`i Radon Fee$ DBPR$ o �!I Notary$ Technology Fee$ fTraining/Education Fee$ =n ) Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$%� 1! (Revised02/24/2014) r Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 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 a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appy ed and a inspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of3J(V 20 I IS by 10 day of = lQu 120 I ,by �ACAX C4,l 1 CArGLO who is personally known to Luc,.S44 X -k . boru-2 :who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and w did take an oath. NOTARY PUBLIC: NOTA P Sign:_..44� Sign: Print: g71-4W,a eel ,Vjyt CLP-? Print: CU f�� c� Seal: .Mot ANTOMOHE�+IgM Seal:My;90MISSION#FF 164915 EXIaFS:October 1,2018paw- 4XPOBOW Thru W Nabry Serft ��*x��*****x�*�*��x�*�x�x�x�*x��x�*�x� m�x��x� ***�*x��*��***�****•*x�x�**�*�x�x�a*�t x�*x��x�x�x�*��*�*�x�***�� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:5/26/2015 Property Information 27 Folio: 11-2136-006-0270 _.............. _-.- Property Address: 29 NE 106 ST 27 Owner MARGARITA PARDO TERESA N ACOSTA � Mailing Address ress 29 NE 106 ST 41 a MIAMI SHORES, FL 33138-2034 Primary Zone 1000 SGL FAMILY-2101-2300 SQ _____..._...... _ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 --____............. Floors 1 Living Units 1 Actual Area 1,773 Sq.Ft Living Area 1,418 Sq.Ft Adjusted Area 1,649 Sq.Ft Taxable Value Information Lot Size 9,225 Sq.Ft 2014 2013 2012 ..............____..........__ta..__��._. __.__ Year Built 1948 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2014 2013 2012 Taxable Value $153,982 $150,968 -$151,705 Land Value $154,253 $87,509 $75,421 School Board Building Value $111,802 $111,802 $124,230 Exemption Value $25,000 $25,000 $25,000 -._.__.__..................._ _- XF Value $1,632 $1,657 $2,054 Taxable Value $178,982 $175,968 $176,705 ...1..'__................ Market Value $267,687 $200,968 $201,705 City $203,982 $200,968 $201,705 Exemption Value $50,000 $50,000 $50,000 Assessed Value --- Taxable Taxable Value $153,982 $150,968 $151,705 Benefits Information Regional Benefit Type 2014 2013 2012 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $153,982 $150,968 $151,705 Cap Reduction $63,705 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book- Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sale Price Pae Qualification Description School Board,City,Regional). 12/01/2004 $330,000 22958-4890 2008 and prior year sales;Qual by exam of deed Short Legal Description 06/01/1999 $120,000 18647-1239 2008 and prior year sales;Qual by DUNNINGS MIAMI SHORES EXT NO 2 exam of deed PB 41-78 11/01/1988T$88,000 13915-3118 2008 and prior year sales;Qual by exam of deed LOT 11 BLK 207 2008 and prior year sales;Qua]by LOT SIZE 75.000 X 123 07/01/1985 $68,500 12586-1602 exam of deed OR 18647-1239 06 1999 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 5/26/2015 �� Miami Shores Village Pura/tom � 3 10050 N.E.2nd Avenue NE � � �tak�a�l�t� otT,�'II`Ii��DiS��1 Miami Shores,FL 33138 0000 er Phone: (305)792204 Ex iration: 01/2312016 Project Address Parcel Number Applicant 29 N E 106 Street 1121360060270 MARGARITA PARDO Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell MARGARITA PARDO 29 NE 106 ST 305/754-5864 MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 15,500.00 FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 0 Type of Work:REPLACE 17 WINDOWS AND 1 DOOR Available Inspections: No of openings:18 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9'80 Invoice# WS-7-15-56368 DBPR Fee $4.20 07/16/2015 Check#:20435 $50.00 $279.00 DCA Fee $4.20 Education Surcharge $3.20 07/27/2015 Check#:20434 $279.00 $0.00 Permit Fee $280.00 Scanning Fee $15.00 Technology Fee $12.80 Total: $329.00 0 _, In consi ation of the issuae t me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertain i hereto and in strictncco ormity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In acceptinjRhis permit I assume sponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required Ut ELECTRICAL,PLU B NG,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERforegoing information FFID a is accurate and that all work will be done in compliance with all applicable laws regulating construct and ve named contractor to do the work stated. T/FR July 27, 2015 horized Sig ature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 2782015 1 4•J bj 3 1 S 17 jow I JUL 16 2015 5 , Q ! ® 1g �0�5888net 30Adonaultanta,Inc. ��xoyst'Er Yc Wind Veioctes South Florida Avenue,Sults#20 Dada Broward Palm Bench 1 Boynton Beach,FL 334328 ;� O. a FL CA#000217 7„ Risk Cal.1 16S 156 1.% Imv risk to humeos forma shnis 5 �, Risk Cal.2 1 175 1 170 1 170 1 Sia Family Resid- aa1 •s,'s�a Risl-Cat.3&4 186 IBO ISO F.aseotid Facilities P:=q h•�GCp-GCp i, nffidlctla and a e t,ae 1 Charffi ovkle wind pressures based on the mean roof height And shall not exceed 80'-0•. 2 Deaf n res are for an enclosed bul shutters or other Impact resistance protection r uk - ' V(mph) 175 1620 FBC for ITVHZ,or Fig 26.5.1a 3 User shall determine the mean roof h gave he M+Roof Peak Risk Category ❑ Table 1.5-1,page 2 4 End zone distance Is the lessor of 10%of len 10%of wkth or 40%of the mean root he ht and not less than 3'-0• Exposiva C Seed-26.7 5 If 50°k of a component is N a particular zone then that component is considered to be In zone with the malodW of the area.If uestoneble then ace In one 5 Kd OAS Table 26.6-1,page 250 8 Each com ne window door,mWOon hes a area fret ffi area to be used.Area of com nenffi to rounded down bW shell not be Iess then 10 at. Kzt I Figure 26.8.1,page 252 7 For NOA's that r uire a Kd=1.0 then mull 1 the values 0sted herein 1.18. OCpi 0.18 -0.18 0.55 8 Wind res are based on Allowable stemd n. pitch orroof 37#2 14.0 degrees 0 np r e s s ure s noted hereto are ve0d for res B and C and re D.max roof h ht 30 Ohm 14.0 d q, 10 Cho ds and values I•ted herein are only valid when MCDoU le PE#58214 or Mark LeBlanc PE 835883 11 WOhd d n ressures are calculated in accord with ASCE 7-10,Method 2 12 No reductlon Is taken for slopesless than 10 d A-f-ponent Area ofcnn t Area ofco neat Areaof t Area of- rea Aof Area ofcom rea Aofco Area ofcmn Amof t Area orcumnonew 10.0 of 15.0 of 20.0 sf 25.0 sf 30.0 of 35.0 sf 40.0 sf 45.0 sf 50.0 of 55.0 sr 60.0 sf Mean Roof Height 17one 4 Zane Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 IS -43.4 -53.6 -42.2 -51.3 41.8 -50.6 41.4 49.8 -41.0 49.0 40.6 48.3 -40.2 47.5 -39.8 -46.8 -39.4 -46.0 -39.0 45.2 -38.6 44.5 0 - 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 • • 6 • 0 -J4.4 42.8 -52.0 -42.4 -51.3 42.0 -50.5 1 41.6 49.7 41.1 -48.9 40.7 48.2 40.3 -47.4 -39.9 46.6 -39.5 45.8 -39.1 45.1 •••••• 41.1 61.1• 939.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 • • 7 .6 -54.1 943.4 -52.7 -42.9 -5I.9 -42.5 -51.1 -42.1 -50.4 -41.7 -49.6 -4I.3 -48.8 -40.8 48.0 -40.4 -47.2 -40.0 -46.4 -39.6 -45.7 •••••• • 416.6 41.6 010.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 • 18 45.1 -S5 7• *43.9 -53.3 -43.5 -52.6 43.0 -51.8 42.6 -51.0 -02.2 -50.2 41.8 49.4 41.3 48.6 110.9 47.8 40.5 47.0 40.1 46.2 • • 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 36.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 •••••• 9 0-45.7 -554• •044.4 -54.0 43.9 -53.2 43.5 -52.4 -43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 46.7 ••••• 0 0 @ 042.6 12050 0 641.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 • • 20 46.2 -57.0 44.9 -54.5 -44.4 -53.7 -44.0 -52.9 43.6 -52.1 43.1 -51.3 -42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 ••••• ••0 a• .0 Q3.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 • • 210 -t6.6 -53!80 •-45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -43.6 -51.8 133.1 -51.0 -42.7 -50.2 42.3 119.4 41.8 -48.5 -41.4 -47.7 •••• 9 43.4 J3049 g 0 632.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 -47.1 -58.10 45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 43.6 -51.5 43.1 -50.7 42.7 49.9 42.2 1 -49.0 41.8 1 48.2 •••••• 43.8 42.4 42.4 42.0 42.0 41.5 41.5 91.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 • 463 •-07.5 468.7 a• -46.2 -56.2 -45.8 -55.3 -45.3 -54.5 44.9 -53.7 44.4 -52.8 44.0 -52.0 43.5 -51.2 -43.1 -50.3 42.6 -49.5 -42.2 48.7 • •••• •• •44.2 %V *42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 14 -0.0 1 -59.2 -46.6 -56.7 -46.2 1 -55.8 -45.7 -55.0 45.3 -54.1 44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 1 -50.8 43.0 49.9 42.6 49.1 •• •44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 .4 -59.7 -47.0 -57.2 136.6 -56.3 -46.1 -55.5 -45.7 -54.6 -45.2 -53.8 -44.7 -52.9 -44.3 -52.1 -43.8 -51.2 -43.4 -50.4 -42.9 -49.5 25 -48 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 -47.4 -57.6 -47.0 -56.8 46.5 -55.9 -06.0 -55.1 45.6 -54.2 45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 47.8 -58.1 47.3 -57.2 -46.9 -56.4 -46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 -44.6 .52.0 -44.1 -51.2 t 43.6 -50.3 45.7 45.7. 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 -61.2 48.2 -58.5 -47.7 -57.7 -47.2 1 -56.8 46.8 -55.9 -46.3 -55.1 -45.8 -54.2 45.4 -53.3 -44.9 -52.4 -44.4 -51.6 50.7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.�,% 40.y T 29 -49.9 -61.6 -48.5 -59.0 48.0 -58.1 47.6 -57.2 -47.1 -56.3 46.6 -55.5 -46.2 -54.6 -45.7 -53.7 -45.2 -52.8 -44.8 -% �`tg4°3- 0 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 % 0.9°• °3 8.4 -58.5 -47.9 -57.6 -47.4 -56.8 -47.0 -55.9 -4B.5 -55.0 -460 -54I -056 -53.2 -45.1 . ° -51.4 p O ! s�rr�s Shores V illage `��'°mv � �"A °.�c i 56 v �o tRPLU�7lE9� D�,v :CL: W i'�"IING DEPT � �; �T ° ✓ 1_D_A D''i-6�T ® �L ®SSo"(J13J[--CT TO COMPLIANCE WITH #Bills e9ltO wi ATr AND COl INTY RULES AND MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:29 NE 106 ST, MIAMI SHORES FL 33138 Permit No. Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 WINDOW FL16177.1 +70.0 -70.0 +40.1 -43.4 35 3/4 x 501/4 NO NO YES 2 FL13010.4 +67.5 -67.5 53 7/8 x 501/4 3 .(. FL16736.1 +60.0 -60.0 731/4 x 50 3/8 .�. .(. .�. 4 1� 1L -53.6 517/8 x 491/4 5 FL16177.1 +70.0 -70.0 .(. -43.4 24 3/4 x 37 6 .l, •(• •L •L .(• -53.6 18 x 24 5/8 7 -43.4 35 3/4 x 371/8 .L •� •(• :'$": SFQ ' : FL14850.1 33 3/8 x 791/4 .�. .l. •J• •• VISI DOW FL16736.1 +60.0 -60.0 .L -53.6 70 x 501/8 .], •(• •�• •X10"' : .'.j.. '." FL16177.1 +70.0 -70.0 37 5/8 x 501/8 .�. .�. .(. •r'•• ....Jr: sees J. •L J. .L J. �• �• y J. X12 • .L •••• FL16736.1 +60.0 -60.0 .(. .L 731/8 x 501/8 .�. .�. �. 't3 -43.4 .� •� •� ••14•• •••• • FL16177.1 +70.0 -70.0 35 7/8 x 501/4 .�. �. .�. 15 -53.6 1� 16 -43.4 17 7/8 x 381/8 17 -53.6 35 5/8 x 501/8 .�. .(. .!• 18 FL16736.1 +60.0 -60.0 .(, -43.4 72 x 50 3/8 .(. .�. .�. DWGMM SHEET • • ••• • • • • ••• �eoasael tasaprso�rre®rn¢ MEASURiNGTECH MBASURB W#'T� IF • • Sr�Pa��gi9e�••- • • • HFi T FU=Numm TQTAL#Of Fwm M11AME MA LEAD O OF milk7Y RGOf �•�.�ao 2 9�b� /-dousesas • • • • • . • -moi«3--- '- -- -i ...._•-- ' _._ ...�.. ._. ____.._- T:_. i_ ._--.�.« ___ - __-• .t—i•�_I_ � _, .. _T___- -_�-' i __' I�, --',.-___"--C(= ---. :'�:..-- � -•• - --... _ r ._moi ` { .�.,•_ {- ' _. -'...�. _ ._._��. _.__ _ ..... --� — { _'��-iii _._ _.?.�.—..•_L_._�-_a._ ------__----____ 30 _ ...` � �: _�•- .4- �.-•ems - j. t _r_ _—. syr. - •--- - .._N_..`.--.----,••., !•- -:—r--�-r-=-i-•,••- x r ,._.,�_-jam•_� {�_ .�... l ..!_.... - t { t w��..• •....- { .f. --x- - --_ _..__.:�.. r_.._. } _ .. ..... _r.___ .__ - -___ ----''lam r-----'•.y.�r..�:r __ _r.-#.-�;..____'-_�._• ter- ..L_ Ll - fi _,,.► 'fit - .__—- — u+'-- j-----d_—'-_-'_._—. _ i {: I -� •—' � � •�_ , _..._ .._- 3 i __-F_«t._. t _N..:—ir..__r__.__��.-__' ..-..i»-� { M1 • l Florida Building Code Online bttp://www.floridabuildingorg/prlpr.app dfl.aspx?pazaaxx=wGEVX, .tL. 1•ba«= •�� 3~ fl�fl�De cd¢ SCISHome 1 tog H user t eQMrauoo riot To fts I Submg Surcharge f Stays&Fact 1 FubkaHmks 1 FBCStaff 1 BCS Sma MaP Lkft ; search 1 Busi1 tesN—" il" :PrOdUa Approval ProfessI E USER: vsw Regulation >PMChXt or ann"on Search>Apngmtbp ust>Applqtlon DdaA FL# FL13010-R1 ` APpligtion Type Revision Code Version 2010 Application Status Approved Comments Archived n Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue" Ocala,FL 34474 (352)368-6922 Ext 207 mlafevee@cvus.cc Authorized Signature Michael LaFevre mlafevre@tws.cr Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 btenaceacws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala,R 34474 (352)368-6922 •Ext 221 jthompson@cwts cc Category W lndows Subcategory Fixed Compllance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Hate 0721/2020 Validated By Steven M.Urich,PE •• ••• • ; VgpIIdVog Ch,jlIst-Hardwpy Received Certificate of Independence •• •; ; d.1'30 if:OI%mlReo CWS-433A{pW-8100.36x72,IMPAM.odF •• ••• •• • • • •• Referenced Standard and Year(of Standard) Standard rear ••• • • ••A•AM�DMACS�1G!/I.S.2/A440-05 2005 • • • ASTTi E 1300-04 • • 2004 •i i• • •ISA 911386AS i i 2005 ••• • ••ASTrt E19900Y • 2002 PA TAS 201/202/203 1994 • •• •• • • • • •• •• ••• • • • ••• • • 1 4nf* 711AhAll? 107113 AM Florid,a Building Code Online lliip://wwwloridabuildin&org/pr/pr app Od.aspx?paranl=wGEVX, Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/21/2011 Date Approved 01/31/2012 Summary of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,36"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes Fi 300 gi II CWS-433A(PW-8150,36x72 Approved for use outside HVHZ:Yes IMPACT).pdf Impact Resistant:Yes Verified By:Luras A.Turner 58201 Design Pressure:+75/-75 Created by Independent Third Party:Yes Other.PW-8150,36"x 72",DP=+/-75 psf.Large Missile Evaluation Reports impact. FL13010 RI AE DuPont PVB NOA 11-0624 01 Ddf FL13010 3010 III AE EvalRep CWS-433A(PW-8150.36x72. IMPACT). FL13010 RI AE Mikron NOA 11-0830 09 off Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,Continuous Head& Sill. Limits of use Installation Instructions Approved for use in HVHZ:Yes FL13010 Ri H CWS-510A(PW-8150,74x72.ContHcISl. Approved for use outside HVHZ:Yes P Impact Resistant Yes Verified By.Lucas A.Turner 58201 Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes Other:Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8" Evaluation Reports: X 72".Outer lite must be safety glass above 30 ft.In HVHZ. FL13010 RI AE DuPont PVS NOA 11-0624.01.09 F1.13010 Ri AE EvalRep CWS-510A(PW-8i50.74x72, ContHdS1.IM17.pcff FL13010 Ri AE Mikron NOA 11-0830 09.odf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,120"x 48". Limits of Use installation.Instructions Approved for use in HVHZ:Yes FL1301D R1 IICWS-373A(PW-8300.120x48. Approved for use outside HVHZ:Yes IMPACT).odf Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:+70/-70 Created by Independent Third Party:Yes Otter:PW=8300,120"x 48",DP=+/-70 psf.Large Evaluation Reports Missile Impact. FL13010 R1 AE DuPont SGP NOA 11-0624Q2.10 FL13010 Ri AE--Eva)Rep CWS-373A(PW-8309.120x48. IMPACT).Ddf FL13010 RI A"Aron NOA 11-0830 09.odf • CjeatV by Independent Third Party:Yes 13010.4 PW-8300 P%C Fixed:W[sagw i i :04-8500 PVC Fig/Fin Fixed Window. Lr of Use •• ••• •• • •Irll9tion Instructions Approved for use In HVHZ:Yes FL13010 R1 II CWS 15913(PW-8300 IMPACTi oaf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes • ••• • 000 Creaked by Independent Third Party:Yes Design Pressure:N/A • i i i i Eval"n:teports Other:Large Missile Impact,See`l istatlatiob Drewings:for • 1706010 P AE DuPont PVB NOA 11-0624 01 oaf Max.size and DP's. . • 'L AE DuPont SGP NOA 1_1_0624 02.odf FL13010 R1 AE Eval Rep CWS-159B(PW-8300. IMPACT).odf „cz 7/iA/'Ynl') In•nl AA Florida Building Code Online hrip://www.floridabuildi&,org/pr/pr app dtlmpx?paranr=wGEV)C FL13010 R1 AE Mlkmn NOA 11-08300 f Created by Independent Third Party:Yes Contact Us;;Phmre:850-487-1824 1940 North Monne Shect.Tatahassee FL 32399 The State of Florida is an APAW empbyer,cowrrinM 2007-2010 State or J IbMa,::Privacy Statement::Acce2siti6ty SftmeM::Refund Sbatem Under Fbrida law,a mai addresses are pub&remrds.Byou do not went your e-mai adOreEs".ad In response to a pubBc-records request,do not send ekcuw c mar to thb erg,.Instead,contact the office by phone or by traditional maL 7f'you have any questions regarding D3PR s ADA web accessPo®q,please mMact our Web Master at webmastar®dbar state.&us. Prodr¢t Appraml A®ptim FiY1LrTtt"}3w'i".?:t:i so • *r lQ�N� of ••• •• • • • •• • • • • • • • • •• • • •• • • • • • ••• • •• • ••• • I nfI ?/14nni? 1tT111 Ah Lucas A. Turner,P.E.,NMA Evaluation Report 159B 2080 Mauve Terrace North Port,FL 34286 Ph. 941-380-1574 December 14,2011 Product Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 72"x 76"unit size DP67.5 Manufacturer: Custom Window Systems, Inc. 1900 SW 44 h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005(4),using 9N-3.005 Method 1 option(d). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: l.) Approval drawing CWS-159B,signed and sealed by Lucas A.`Turner,P.E.on 12/14/11. 2) Test Reports NCTL-210-3530-1,-M-2, and-2A,and NCTL-210-3672-1,-lA,-2;and- 2A,from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: AAMA/WDMA/CSA l Ol/I.S.2/A440-05,ASTM E1886/1996-02/-05 and TAS 201,202,203 1994 3) Supplemental Calculations to support CWS-159B,signed and sealed by Lucas A.Turner, P.E.on 12/14/11 Installation: Units must be installed according to approval document CWS-159B. Limitations of Use:- This product: • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of +1-55 psf,or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf,with mazy.glass daylight sizes as shown in CWS-159B - • Is large missile impact resistant and does not require the use of shutters • May be used in the.High Velocity Hurricane,-Zone • Requires glazing as shown in CWS-159B,with Dupont SentryGlas Plus Interlayer per Miami-Dade N.O.A. 11-0624.02 in DP67.5 units or Dupont PVB Interlayer per Miami- Dade N.O.A. 11-0624.01 in DP55 units • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Requires Mikron rigid PVC frame extrusions per Miami-Dade N.O.A. 11-0830.09 Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any othe�r.eglty i+n%o1vp d in tqting or approval process of this product. • • • • •00 sea 0 0• • • • 4 yam, .•ata tP • .,p 41 � � � � � � 12/14/11 ..0 ed ... ;j Lucas A.Turner,P.E. STATE OFR•�� FL PE#58201 Lucas A.Turner, P.E. 2011-12-1411:08-Q15:00 �' ' 0 '.-�e •g•' *" 0 PICTURE WINDOW ELEVAT[ONS(LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT:. SHOWN WIDIFFERENT OPTIONS 1,THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY.WITH THE FLORIDA BUILDING CODE,CURRENT EDITION, 2.GLAZING OPTIONS:(SEE SHEET 6) 491W MAX OVERALL FLANGE WIDTH 3.CONFIGURATION:FIXED LITE"0". 4V MAX UNIT WIDTH 4.DESIGN PRESSURES: 4 -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES GLASS DLO ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. S I I 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF M731 AX l4' F I I THIS PRODUCT.SEE SHEETS 6-9 FOR INSTALLATION DETAIL.WIND LOAD DURATION FACTOR C&IA WAS USED FOR WOOD ANCHOR CALCULATIONS. OVERALL B I C FLA GEI 7 S.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. HEIGHT I I 7.ALL FRAMES FULLY WELDED. P MRY OVERp L FLANGE WIDTH S.REFERENCE TEST REPORTS:NCTL-2103530-1,.1A,2,2A,NCTL 270.3872-1,1A,2,2A' MAX • I 0• I GLASS 7;r' 9.SERIES/.MODEL DESIGNATION PW-S3W. •UNIT •• • • I DLO MAX UNIT WIDTH UNIT 10,1 x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO ••••i • • s 6g lw PROPERLY TRANSFER ALL LOADS TO STRUCTURE,BUCK AND FRAMING IS RESPONSIBILITY •• •• I GLASS DLO OF ARCHITECT OR ENGINEER OF RECORD. 0.00• • I I --- • 0000•• • •.•.. • I • •• •• I 77 IW • • 0 . MAY 0000 • • 000.0• OVERALL • I FLANGE, s••• _ __ __ HFVJ • • A E sAll • • 7 8 -Q& All • MAX •0•sw • UNIT • • • • HEIGHT • • • • •!66•w I •000• 0000 • • ' • • 73 118' I •••• GLASS OLD tB7.5 BI UPDATED.PER 2010 FBC 1216/2011 LUCAS A.TURNER.FL P.E.88201 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2006 ,1pumlrrl� ``,rte�LDEtLCty T�jL �*��Q.�;••v�Gd�I ��iS :.�,g WWDOtiS&ODORS TABLE OF CQNTENTS 'g-f' Ne 5=1 1800 SW 44TH AVE. GENERAL NOTES&ELEVATIONS..........I !G j ; OCALA FLORIDA 34474 IT ANCHOR SCHEDULE&NOTES...........2-3 >:-p :T SHAPES..................................._...............4 Lum A Tumw,P.E. 2011-12-14110&05:00 y C L%ENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT i-� :9 L STATS OF ;yam ' GLAZING............................_..._......:.........6p�.,y� ,,�ty*,{ RI 5300AIDE 5/0512007 SECTION VIEWS..................................._.S PRorRteTArtrANO ICENnAI 12!14!11 F•.0 O R Y4,.•°N�� EXTRUSIONS&B.O.M.............................7 THUINFORrAnONCONTanEDMTHIS DRAWINSISTHESOIEPROPERTY OFCUSTrnu 9�S •+.w.•w �� PVC FIXED LITE NTS NO.:CWS-169 INSTALLATION DETAILS......................&e VAMOWDY8TEMS.INC.•ANYREPR==nONNwwroRASAWH=VATHOUTTrE 4•jb`l��pL WRIII Pr_Wil5aNOFCUSTOM W?N=NS"TEMS.[NO ISPRO140TE �+ltelllrMt� g 10FB a1 MAX Cn'PI 4°MAX I.4°.MAX O.C. (om) 4°MAX 81 MAX A BEE NOTE 2 RYPI MAX O.C. (TYP) SEE B NOTE T— - 14"MAX O1.C. I cry)) O.C. INSTALLATION ANCHOR MIP) INSTALLATION ANCHOR(TYP) • • • f I •• • •• 0000 ANCHOR LAYOUT-(FLANGE) Cru ONO aAE tlmlG) ••••f • •• •• •• TNRUFRAMELkU$�N��WOOD OP6iINfl} ,yA?$DP • • • f • ' ••ssfo s • NOTES, • a • •••• 0007• 1.INSTALL ONE ANCAbR AT EACH L&OP"AAANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED DP.SEE SHEETS 23. SILL ANCHOR SAME AS HEAD. SM AS REOR;ATTcACH INSTALLMOMMAHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACKTO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1118"IS PRESENT. • • ••• • •• Q.LOAD B LL BE n STTRU TED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4.3H8"DIA.EL �15NMASQ�N;YCHORS,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 2112"SHALL BE S.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT.OF 1 3/8"INTO 2 BY WOOD BUCK OR FRAMING.A MINIMUM EDGE DISTANCE OF 718"SHALL BE ACHIEVED IN EITHER DIRECTION. 8.118 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 10 IMO 2 BY WUOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 114"SHALL BE ACHIEVED IN EITHER DIRECTION. 7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBC 1215!201 t DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS 8,INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL A TURNER FL P.E.58201 A I UPDATED PER NEW FBC REQUIREMENTS 1710V2000 u�11�pi INBE USED IN STRATES WITH STRENGTH$LESS HEN THE ISDSTRENGTH SPECIFIED BELOW. B. STALLATION ANCHOR CAPACITIES FOR PRODUCTS REINAREBAON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ��,q$i` pE%Y ',T�'R'•,,, A WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) .;G� +4-°•.;��r� "N7NDORs B DOO]LS S...CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL r f No 58201 -A: I SW SW 44TH AVE. C.MASONRY-STRENGTH CONFORMANCE TO ASTM C40,GRADE N,TYPE 1(OR GREATER). k Hk a OCALA,FLORIDA 34474 I.L` ANCHOR SCHEDULE 8 NOTES-LARGE MISSILE IMPACT 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE f7x yp1; gTATI§ OP f trr� OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT G+ R �• 'Ai 83005!05/2007 ADE VERSION OF THE REFERENCE DOCUMENTS: MOMETAWMI)CDi•FIDENIAL ;«4flX ��;°'.(.D R 14p'°��? U L Na FMA/AAMA100(FINWINDOWS),FMA/MMA200(FLANGEWINDOWS), TMINFOWATONCANTANEDINTHIS DRAWING 13THE SOLE PROPERTY OFCMOM �diu^$ � • PVC FIXED LITE NTS CWS-168 FMAANDMA 250(BOX WINDOWS),FMA/AAMAIWDMA SDO(EXTER�R DOORS), V M P SSMOF CUSTOM WNDDOW SYSTEM.!INC M P1?flMMMn.Dm� �i��146sy", " B-. �: 2 OF O V 4"MAX71r MMAXO.C. /\.•r/ (TYP) r MAX. 7 S8•MAX.O.C. SEE NOTE 2 �•7 SEE NOTE 6 I W MAX J 1 e°MAxo.c. I 7 5B°MAX 0.C. I I mid I I (TMF') I I I I I I I • ••• •• • •• I O I O I INSTALLATION' ••••• • • • I I ANCHOR(1YP) 0.00•• I i . • 00000 I INSTALLATION I I •• • i•i••• ANCNOR UYP) I I 0.000• 0 0. I I ..... —— = -------- — --- ••••• •• •••••• ANCHbR LA T! FIN) • • • ANGHORLAYOUT-(FLANGEI YQ o� • • ••• • •• THRU FRAME(II ♦FWb OP � � 7HR371VAIUIYQ-61.B� ��) 00000 0000 • • • a •••• BI UPDATED PER 2010 FBC 12!612011 LUCAS A.TURNER,FL P.E.58201 AlUPDATED PER NEW FBC REQUIRE ENTS 17107FMN # = No an8atl;•.;�,y�-PL��G 1 OOS..I.:vtOFnLNRooIDwAs a 3n4o4o7a4s xCa S = yy i'a ,�• ANCHOR SCHEDULE-LARGE MISSILE IMPACT yz- X73+ $TAT% OF .4th THE m FaRManoN connwram ADE �MRISTs oR wwIS MON sMIAL Rar x12na cuaTa� ,�•Qs� G•�A�0;:'��_+•`` 8/082007 VWVR YSTEE St�oFANYR Ro� sINPARTMs..°Rwc�rsonoH�� '+$i i gay i , PVC FIXED L17E v. . `GWS-189 B 30F8 FULL ELLiFSE.P'Ow f FULL.CIRCLE TOMBSTONE • • • •• • 0000 • • • 0000•• • • • • 0000• • •• MtE • 0000• 0.00• 0• 96.00 • 0000 •••••• • • • • • 0000 :6096: TRAPEZOID OCTAGON • 0000•• • ••• 00.000 • s ••• 0000 • • 0000 114CIRCLE B UPDATED PER 2010 FSC 12/812011 LUCAS A.TURNER,FL P.E.ssm A . UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 TRIANGLE ,��p►�p�. REQ�Tlt NOTES: �+�Oq� ti6✓:IV4 L,p++�+. ::::WIPIDO 1.SEE SHEET FOR DETAILED.ANCHOR INSTALLATION REQUIREMENTS Q tj �' . ,� = FI• 58101 t'A: 1800 SW 44TH AVE: * *=OCAL&FLORIDA 34474 2.OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF C RECTANGULAR WINDOWS BASED ON DP REQUIRED FROM SHEET 1. x'6' X: ARCH.FLG&FIN SHAPES-LARGE MISSILE IMPACT ANCHOR ZZ SII STATS OF r�u: 3.MUST FOLLOW NOTE 1OS AH CHITECTUAL FLANGE'WINDOWS N TK9 _ +C?,R ROPSIMOF CUSTOMF-t�t.. �� 8300 a' 8/06/2007 MtCPW6FMYAHD•COhFNEpTBIL 14n1 ?`� (D P �� warrINC aFeusrTW INFORMATION CONTAINED'aat� s18PtEa��uvIS srr s�+ jNAr�,� PVCFDfEDLITE NTS 'CWS-189 g 40F9 GLASS MAX SIZE TYPE W x H bp+t-W A, B 4B X 72 DP+t-67.5 C, D 72•X 76 1.OVERALL 1"OVERALL i'OVERALL 1"OVERALL • •••• 3118"ANNEALED 3118'TEMPERED 3/18"HEAT STRENGTH 3118"TEMPERED • • •• • 14,AjKSPAVE 112'AIRSPACE 318°AIRSPACE W AIRSPACE • •••• • • ••• • SPIS LAMI GLASS MIS'LAMI GLASS 7118°LAMI GLASS 7/18"LAMI GLASS • •••• • 11W AIIINEAL&D ANNEALED 3118°HEAT STRENGTH 18° 3118°HEAT STRENGTH • • •••••• .080 DUPONT PVS INTERLAYER •090 GENTRY GLASS TONOPLAST INTERLA .M SENTRY GLASS IONOPLAST INTERLAYER • SHB'DUPONT PVB INTERLAYER ••••• •• 11�ANNFAIED 3118°HEAT STRENGTH SHB"HEAT STRENGTH ••••• ••• •••••• 118'ANNEALED • 6)pLAZE"H" 8 PURFECT GLAZF•"H" ftGLASS I AZE"H° 8 PURFECT GLAZE'w ••••• ••• 'PAW� SIKAFLEX ISW2 SIKAFLEX 582 ••••• 1 O SITE 12'GLASS BITE • • 0 v-6 SITE 1 1@•GLASS BITE • • • •• • Q TYPE D GLASS TYPE A GLASS TYPE B FULL SIZE FULL SIZE FULL SIZE FULL SIZE B UPDATED PER 2010 FBC 1121812011 LUCAS A.TURNER,FL P.E.58201 AlUPDATED PER NEW FBC REQUIREMENTS 1710712008 ;dtunnNlt�� NY aha RADREW�{�rrr Sri 58201 1900 SW 44TH AVE. yp * g OCALA.FLORIDA 34474 GLAZING DETAll-LARGE MISSB.EIMPACT %S�7a tTATIr OP rk/.' , w A : 8360�o eMA71ON ONTAnn°�ow aw�E�EPROPEr ERWWOFCUffLOM' r12114111 g�r�i�Q(vA �PVC FDMD UTE 1:1 :CWS-159 NJRRTENPERIgW0N0FCUSTOMWINOOW9Y•'MW MO ISPROF®REO. ��hleael{tta d• , ' g r: S0F8 Q 8 ' 0 8 .11 9 0 0 1 0 9 10 1 8 7 7 3 SECTION S-B 141 • •• • • ••• • • •• EXTERIOR • 9999 • • • - • 9999•• ' • 9999 0 • • • • • 9999•• ' • 9999 • •• •• •• ' •••�•• EXTERIOR•• 9999•• 9999• • 0.96 9609•• • 9 • • • • ese• •sees• 6 •9600• • ••0•• •• 009eo• • • • 0 000 a 00 • • • s g 00000 0060 • • ••0• 6 47y. . SECTION VIEW CC ALT FIN FRAME B UPDATED PER 2010 FBC 12/612011 LUCASA TARN FL P.E,sS2o1 AlUPDATED PER NEW FSC REQUIREMENTS 710712006 �ata1 DREVyfi�J`i • SECTION VIEW Ad1 ,�O I �....,.,.,T�G� {�e"�" , � K'WDOtitB&,D� • Na 58204 •.M: 1800 SW 44TH AVE. A1*=OCALA,FLORIDA 34474 TTTr 'a ld ' :- SECT.VIEWS B ALT.FIN FRAME-LARGE MMSILE IMPACT �- : STATE'OF sltrfiSEMES. 5/05/2007 FROPMTHE iN�oRr�wnaN coNrnrNrt naa u +vAIM o rents sow aRoaIMPMENTIAL Em m�ce 'rom r��o��'`u`F�O R;�P��' .c u 8340 �E• . WRITTEN PeeAn oN of cuSr 40; owcral tsiR ,eaa a�m�� r YONAUO; PVC FIXED LITE 1 B E COWS 189 Item# Part# . Des.cription Vendor Material 31/8° FRAME CORNER CONSTRUCTION 1 H-6006B Fr.,PW,.Main,Head Mi mn PVC 2 H 6006E Fr.,PW,Main,Sill M>7aon PVC 1 3 H-6006B Fr.,PW,Main,.L Jb. Mlkron PVC 2 21178" 3 ` 4 H 6006B Fr.,PW,Main,R A MOSron PVC a GARNER W (ALL SIDES) 5 H 6006A Fr.Main,PV Fin M1100h. PVC 6 P-3113 Screw Support for PVC TeamPlastic Rubber PVC FRAME FLANGE-H 1001 B 7• P-3352 Set.BUL,85 Dur.,1/8"x5/8"x.2"Lg. Frank Lowe Rubber 8 Purfect Gkw"H",StfiwFlex552 Henkel/Sih Silicone 3141. 9 P-3752 Cap Plug,1/2"Hole M&M Nylon 10 S-6064 Glz Bd.,Fax!. 1"O•A.I.Cz Mkon PVC 11 GASB•j See.Sheet 4 see*. • . . . 2 711" •6000 *:Isso: Ur • • • --.� 1,010 ' • • 0000•• • 00000 • •6' 0• •• • • 6 • • PVC FRAMERN-HWM 0000• 0000 0000•• • 00000 0 0000 000000 • • ' • • • 0000 00000 • 90.090 1--1 •• 9.6.9•• • 6• 9 ••0 • ••• • • • 3•06.00 0000 • •• • " ° T••9• I PVC OLAMBEAD-8084 SCREW SUPPORT-P-3113 B UPDATED PER 2010 FBG 12/6/2011 LUCAS A.TURNER,FL P.9;51207 AlUPDATED PER NEW FOC REQUIREMENTS 7/0712006 �iy��+g.•44G 1:.�s�1•r,� .,.'SYWD011'S&DORS N0 5 01 i r: 18W SW 44TH AVE. OCALA,FLORIDA 34474 f-r ~�,yS STAT& CPQ ?tU.r' 'TRIES!L EXTRUSIONS BB.O.M,-LARGE MISSILEIMPACT Rvwq ay: PWftETARYMO CCW09NrAL 12!14/11 .0.4 P,D 2�t� dr S� •......1t,�•.�r}�� n THE INFORMATION CCNTAWED IN TiUS ORANtW019 THE 86LE PROPERTY OF CUSTOM � S e••• ' VMWN EAS M8R8 CFnry IWIf M IN9Y8TEM8wc9sPROMBRED (FiE ,','lll,phIH0�1 , PVC FIXED LITE 1:2 CWS 1$9 vwvrTENB TOPS CONCRETE MASONRY BY OTHERS 1BY WOOD BUCK 13A MIN EMBEDMENT BY OTHERS ED) SEALANT BETWEEN BUOt( [A] 114"MAX SHIM.........rrr�� '>' 2 BY WOOD BUCK AND OPENING BY OTHERS •g•a [+—��MAxBHIM ]g] '•I ; •► BY OTHERS[R] SEALANT BETWEEN BUCK INSTALLATION ANCHOR,3119"DIA. •4 4 II I [ AND OPENING BY OTHERS MASONRY ANCHOR W7 WASHER • •, l►<r► THRU SCREW SUPPOMIN.EDGE DIST. RT [C] p 1�"MIN.EDOEDIST. ► INSTALLATION ANCHOR, [CI •A•6 6 0 010 WOOD SCREW wANASHER •, '►•► THRU SCREW SUPPORT CONCRETE! 2.1=MIN.EDGE DI MASONRY :p • s' •► :, • o e.P 1 19"MIN.EMBEDMENT [� oil; A•4 D S 2 BY WOOD BUCK BY OTHERS • •. ►'► BY OTHERS ►�'►• P, P P. O,P IC] a•4.. 1'L1.Y' [A] EXTERIOR FINISH— 1 BV WOOD BUCK + SEALANT ALAN BY HIND LL �f SEALANT BETWEEN BUCK BY OTHERS M'• BY OTHERS[A) [C MIN EMBEDMENT PERIMETER SEALANT PERIMETER SEALANT AND OPENING BY OTHERS PERIMETER SEALANT BBY'OTOERRSFINIBH BY INSTALLER BY INSTALLER EXTERIOR FINISH BY INSTALLER e •••• � BY OTHERS' • • ••• .0 HORRONTAL SECTION CC 1 HORIZONTAL SECTION • FLANGE BY • ! VC MAX SHIM S FRAME(MASONRY) B FRAM • FLANG•E BY [S] INSTALLER •••••• • •••• • • • • TE:HEAD AND JAMS • • INSTALLATION ANCHOR, • • • •• IMILAR FOR 2BY INSTALLATION. 3113"DIA MASONRY ANCHOR ILL INSTALLATION SAME AS •••••0 • •• •0 WI WASHER THRU SCREW SUPPORT 1HOWN BEL W • • • • • [CI • Go** •••• 000000 INSTALLATION ANCHOR. • • SEALANT BEHIND 3118'DIA MASONRY ANCHOR ••••• • •••• W WASHER THRU SCREW SUPPORT •••••• • • FLANGE BY IcI • • • 0000 - INSTALLER ' 0000•• • • •••••• PERIMETER SEALANT 114"MAX SHIM(SVP) • ••00• •• •00000 BY INSTALLER • • • HIGH STRENGTH STRUCTURAL • • ••• • 4b1cUT BY OTHERS p• s•D•• ° • • • EXTERIOR FINISH • •b 6 t .p Q SEALANT BEHIND ••••• • INSTALLATION ANCHOR, BY OTHERS e p. y ; '•A • . ►• •D,y w 1•114°MIN.EMBEDMENT FLANO£BY • •• 3116•DIA.MASONRY ANCHOR 6. spy•o p.� b b y p � p b b D b (TYP) INSTALLER v6 WASHER THRU SCREW .yp D SUPPORT [C) b • b.`•'b. y b b y.• 'y• s REFERENCE NOTE& PERIMETER SEALANT •p••• '.v b b •b • •b [�]SEE MOTE 10,SHT 1 SY INSTALLER 114"MAX SHIM lW SEE NOTE 2&3,SHT 2 CONCRETEtMASONRY 2]I�MIN,EDGE DIST. [C)SEENOTE 4,SHT2 EXTERIOR FINISHBY OTHERS [EI SEE NOTE 6,SHT 2 BY OTHERS .•. SILL 8T�1 /O ALTERNATE PRECAST SILL DETAIL P, B FRAME(MASONRY) a P,se:a OTHERS B1 UPDATED PER 2010 FBC 1121IM011 P. ,s�q= a .s�s'•?' s , a, s, USE SOLID WOOD SUPPORT MAKE LUCAS A.TURNER FL P.E.56201 AlUPDATED PER NEW FBC REQUIREMENTS 7107/20DB • P• • ' • • TO P, P:.�P'O,•P�b�P P SPP, � 00• a ' • P„ a • s • P s, • Des BILL LEVEL BY OTHERS E4{�+ +i •P,Pa• a'a O P. P A,•O 6•P� PP,•bi .•. ,�1,• r,,..••.•y,� G +� M&W.0aws $ LA!,Y ti:¢�t50, &DOORS CONCRETEIMASONRY M14'MM.EMBEDMENT , ,1@• 58201 L v7� 1900 SW 44TH AVE. _* ] -OCAALA,FLORIDA 34474 BY OTHERS 2]CC'.MIN.EDGE DIST. k 4 Ine: A VERTICAL SECTION [� ' INSTALLATION THRU FRAME-LARGE MISSILE.IMPACT e FRAME(MASONRY) f�Q�� TATa OAa,2 8300 r, PWMETARYMDC0MI)E=L 1TJ14/11 ,i ADE LIE: 5/0512007 THE INFCM%TION CONTAINfiD IN THI8 DRAWING IS THESME PROPERTY OF CUSTO14 +�6* D R�<,:.,•p��.t a: NTS WRITTEN YSTEMMANYNY REPRO L"O IN8NPAR130RA9A"LEV THE �++.+s+C)FtA1. � - PVC FD(ED LITE T, ,CWS-169 +Heli+n S 80F9 1.=MON.EMBEDMENT INSTALLATION ANCHOR SHEATHING 48 WOOD SCREW ANCHOR BY OTHERS M WASHER [E7 SEALANT BY INSTALL BEHRIND FIN �a - °' 2 BY SUCK BY OTHERS EXTERIOR FINISH 0. IAJ BY OTHERS : MIN EMBEDMENT •�' 2 BY WOOD BUCK IEl PERIMETER SEALANT BY OTHERS SY INSTALLER 114"MAX SHIM o f i (A] 1/ ..,.•r-^""- Jj�"MIN EMBEDMENT WINDOW WRAP lEl BY INSTALLER •• INSTALLATION ANCHOR, • • • • • ••• • 114"MAX SHIM AB WOOD SCREW ANCHOR • •••• [B] WI WASHER ::* Soo* • • [E] •••Soo • • • • • •• J_=MIN.EMBEDMENT • • • lEl • • • • • ••••• •••• •••••• SHEATHING • BY OTHERS ••••• • Goes d•1.4e ;� W • • • • • EXTERIOR FINISH'" °'• a •d • a' • ••• BY OTHERS ••••• •• • •• SEALANT BEHIND FIN WINDOW WRAP o • • BY INSTALLER BYINSTALLER • • 000 PERIMETER SEALANT • — 114"MAX SHIM BY INSTALLER o••••oF. F H IZ NT LSECTION PERIMETER SEALANT MIN EMBEDMENT B FIN(WOOD) BYINSTALLER • •• REFERENCE NOTES: WINDOW WRAP •:� Ito Ie]SEEOE2sHTNE0, 2 BY INSTALLER g [C]SEE NOTE 4,BHT 2 2 BY WOOD BUCK [DI sEEEE NOTEE 8,S iP 2 • a BYOTHERS EXTERIOR FINISH '�• BY OTHERS , e' INSTALLATION ANCHOR, e•a 88 WOOD SCREW ANCHOR El UPDATED PER 2010 FBC I2IM8/M I 1 BY INSW7 WASHER SEALANT T BEHIND FIN �] LUCAS A.TURNS FL P.E.88261 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008 BY INST 1 117'MIN.EMBEDMENT DRE VV !Ar' SHEATHING 4� P ' 4'p BYOTHERS �Cf'••1.yG�N��F•,+Q� . .;'.`'is SYWAOHS.&DOORS .',?, Na.5204 5�7�. 9 900 SW 44TH AVE. Z.OCALA,FLORIDA 34474 E VERTICAL SECTION STATE OP '` I LE. INSTALLATION FIN--LARGE MISSILE IMPACT 9 FIN[W iD) 'i+w0l�:•A *•'�jRC :8300 SIGM007 FROP RETARYAND COWMENTW. VA4111 i ••;O R 9¢••�\i` 9 WN 0WSSY8TTDl ANyRDIN EFRODUMON�INPARTGRABA VATKPROPERN OF=THME �'+ lpryfA>, ' ��`� •PVCFD(EDLITE i�- NTS CWS-989 NR ITTMN PERMISSION OF CUSTOM MDOW SYSTEMS.ANG IS PRO"BITED. �di�rytHtl1<{� B BOF 8 t 1 Florida Building Code Online Page 1 of 2 Mw gg ,. -t ANNE RTIR NA 0, am , .^' BCS Home Log In 'laser Registration Hot Topks ,Submit Surcharge Stats&Fact, "Icaft s FBC Staff .SCIS SIM Map Links Search 3usiness ProfessiO6a1 04 °va` .: Re:. u,laion Product Approval Menu>Product or Annlicedon Search>,Apoticattonj t,�j>Appg®tlen De all w N FL# FL16177 x Application Type New Code Version 2010 Application Status Approved Comments Archlved 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 LaFevre mlafevre@cws.cx 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 Lady — Address/Phone/Emaff 1900 SW 44th Ave. Ocala,FL 34474 (352)368-69.22 dedy@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Y Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Lucas A.Turner developed the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 05/17/2016 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received •• ••• • • • • • •• Certificate of Independence• •• ••• • • • • • C I EvalRe CWS-812A(SH-8100, • • • • • Referenced Standard and Year(of Standard) • tondo • Year ••• • •• 0 • HAMA/WGM&/C$A/101/I.S.2/A440-08 2008 •• • • •• •jASTM r130$-0} 2004 ••i i• ••• •ASTM-US86-105 2005 ••• • • • • ••• • • • • • • • • • • • • ht4)://Www-florid"lding.org/pr/pr�-map:dtl.•aspxPpara,rn*dtVXQwtDgvyf4ngAXhIOy... 4/18/2013 Florida Building Code Online Page 2 of 2 ASTM E1996-06 2006 PA TAS 201/202/203 1994 Equivalence of Product Standards Certlfled By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/31/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/26/2013 Date Approved 04/09/2013 of Products iFL# 14 al,Number or Name Descrl on 16177.1 SH-8100 PVC Single Hun SH-8100 PVC Single Flung lmggq Resistant window. !L m of use Installation Instructions Approved for use In HVHZ:Yes FL16177 RO II CWS-812A(SH-810Q.Imeaact.53x63. i Approved for use outside HVHZ:Yes N;>SJAAncb) Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure:+70/-70 Created by Independent Third Party:Yes Other:SH-8100 PVC Impact,Max.Fl.size 35,no sill Evaluation Reports anchors required.Safety glazing required on outer lite FL16177 RO AE DuPont PVB NOA 11-0624 01.ptif above 30 ft.in HVHZ. FL16177 RD AE Evalikep CWS-8=Ye 53x63,No5illAnch)-ndf FL16177 RO AE Mikron NOA 11- Created b-- Inde ndent Third Pa Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EED employer.Ccpvricht 2007-2010 State of Florida.::Prhraev Statement::A blii(y Statement Under Florida law,email addresses are public records.KVou do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Inistead,contact the office by phone or by traditional mail.If you have any questlons,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,Iles licensed under Chapter 455,F.S.must provide the Deparpnent with an email address if they have one.The ema0e proves may be used for official communication with the licensee,however email addresses are public record.If you do ret wish to supply a personal address,please provide the Dap iriment with an email address which can be made avallable to the pu60r To determine tfyou are a licensee under Chapter 455,FS.,please dick hZL. Product Approval A®plus El im MM Ik il�MIA •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • •• • • •••• • • • • • • ••• • •• • ••• • • • • • • • • • • • http://Www.flotidabuilding.org/pr/pr. :AtlWY.?pacsm4o vdtVXQWtDgvyf4ngAXhl Oy... 4/18/2013 URNER 2080 Mauve Terrace North Port,FL 34286 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 812A January 3,2013 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,517/8"x 613/4" unit size,+/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44a'Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-812A,signed and sealed by Lucas A.Turner,P.E. 2) Test Report NCTL-210-3 8 15-1 A,-2,and-2A,by National Certified Testing Laboratories,Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203-94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/1.S.2/A440-08 3) Supplemental Calculations to support CWS-812A,signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-812A. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS-812A • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft-in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB- 1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 11-0624.01 • Requires Mikron rigid PVC frame extrusions per Miami-Dade N.O.A. 11-0830.09 Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. • • •• • •A'• �� a••�. I ras •• ••• •• 0 M + •• .A ••. � c lit = • 1/3/2013 •'; ;. ' •': 0'`t�> •�T�T : �� o Lucas A.Turner,P.E. ••a • +. tt5,00'". �':' '�; FL PE#58201 �40Rt t �rF� � '*r►CE'aa►' • a d0 ' ,°► ••• - ••�1°`graph;,�► Lucas Turner • • • s • • ••• 2013-01-03 13:41-05:00 • •• on • • • ••. . . . . . . . . •• ... . . . ••• . . SINGLE HUNG ELEVATION(LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION. 63118° MAX OVERALL 2.GLAZING OPTIONS:(SEE SHEET 3) FLANGE WIDTH 817/8'fuMX.UMT WIDTH 3.CONFIGURATIONS:"OfK'. IMPACT: PV13 SASHAMPACT HOOK 4711118'GLASS DLO 4.DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE bFsIGN LOADS BASSO ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE -- -- - AND GLASS TABLES ASTM E-1300-04. 83" N I S.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE MAX 1 I DESIGN OF THIS PRODUCT.SEE SHEETS 8&7 FOR INSTALLATION DETAIL OVERALL WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR • •• I--CANOE • • • HEIC3HT CALCULATIONS. • • ••• • • •• J21118' ••• •• • • • D 8.PRODUCT APPROVED FOR IMPACT RESISTANCE. • • • • •••••• I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SE LLANT 81314' 1 USED AT FIXED MEETING RAIL AND JAMB, • o•••• UNIT • w S.$t3tlES 1 MODEL DESIGNATION SH•8100. • HT. s • • • • 9.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED •• •• •o•• ••••• 1 I TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS • 04000 o 0000 3 18' 1 I 20 718' RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 060900 • SpgH GLASS • • • • •••• HEIGHT OLO 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X=OPERABLE •• ••• w•••+ X11' SASH;0-FIXED SASH :04 o•• o• *00004 11.SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL 4 j N ELEVATIONS IN A SIMILAR LOCATION. 04 • ••w • •• 004 000 • a 461!18' GLASS DLO 493W MAX.SASH WIDTH LUOAB A.TURNER,FL P.E.,882M APR ONFIGURED 9!2012 10118/12 DESIGN PRESSUREd PSF RATING #" tIVREW !,* y��OQm;.•y Gts PdS '% WIN41)DMA S TABLE OF CONTENTS *.fir t N• 58201 ` 44TH AVE. r FLORIDA 39474 GENERAL NOTES&ELEVAM- ONS.....1 g*` yt =*. ANCHOR SCHEDULE&NOTES_.......2 Lucas Tumer 4, �t>: 'ITLE:GENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT GLAZING DETAIL.................................3 2013-01-0313.4D-05:00 x r,�. s STATE OF :�I . SECTIONVIEINS..................-..............4 1!312013 'i��ti A P Z� s.8100 BAT 0611812012 EXTRUSIONS&S.O.M.........................6 PROPRIEWYAW CONRI)M!U �, ``lO R Y',Dr'�y}��'2 L: Lr INSTALLATION DETAIL........................8,7 THEtNatys s u��oKSDMWN P�oSSOLEPROPEAS RNCF ur�lr�m, y'''�iSfOfi.Al��i�``� PVC SINGLE HUNGw4D �E`LC11£NTS CWS 812 WRtrWNPERNH8=NOFCUMM NDOWSYSTL'I' ONMISMOMMITED. i4,t►n'•s�� A '�•r�`r. 1 OF 8°MAX.- iF A SEE NOTE 2 MAX e°MAX // I I 1 I 0 1 1 1 1 INSTALLATION L 1 I ANCHORS(TYP) 4" 44" - - - - • •• I 1 1 • • 000 f • •0 -- ---{--- ••• s• • • • 10 lir • • • • • MAX O.C. 000••• SPACING(TYPJ • • 0000•• 4 ,/ .•• •• • .. •11 .. A•__ �___- - IL .. .. 1100 • ...... 4„ •• •• • 0000 NOTES: 0:000: •0000• NO ANCHORS REQUIRED IN SILL A :**am • •• m�STALLONEA14CHORATEACtilO"T"ASSHOWN. NO ANCHORS REQUIRED IN SILL. ••• IM AS Rr p AT EACH SET CW AW"TION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'FOR MASONRY OR ANCHOR LAYOUT-IEQUAL SPUTI • D,AND�8`�R METAL. USE SHIMS WHERE SPACE GREATER THAN 1,116'1S PRESENT. FD(f7F Tor TtrtuFance9 •• 3.L • SHIMS SHALL 8E JMSTF:XTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3118'DIA U T N MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 11/4"INTO MASONRY THRU OD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 212",IN ANY DIRECTION,SHALL BE ACHIEVED, 8.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1318"INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 718"SHALL BE ACHIEVED IN ANY DIRECTION. S.#10-18 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7.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. 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACT'URER'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.,59201 A RECONFIGURED 912012 10/18/12 8,INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �yt1/1tlivoll1iW�i A WOOD-MINIMUM SPECIFIC GRAVITY OF G-0.615(SOUTHERN PINE OR GREATER) .,w% DREW B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3192 PSL ,ea'�..re .yyGt ri1ND114tR•UDOfi.S C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-M,GRADE N,TYPE 1(OR GREATER). J�.' ^YCC M1h v. NO 88204 71 900 SW 44TH AVE. D.ALUMINUM-118"THICK I33 8083 TS MIN. C*! * t FLORIDA 34474 E STEEL-.080"THICK MIN.,33 X31 NON. 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BA DONE BY OTHERS IN ACCORDANCE WITH THE n= ��+ IT 'ANCHOR SCHEDULE NOTES-LARGE MISSILE IMPACT CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS X33'. aTATE G:F FMAIAAMA 100(FIN WINDOWS); s.dpy,a p t•"�� 8100 BAT 06118!2012 FMAlAAMA200(FLANGE WINOQWS), PMIRTHS R92TARYAWKS13THE 30LE PROPOM 7V 013 �i��'(O R t O o'7��•�' e.q -: 3''s FMA NDMAIdVD 250(BOX (ENDDOWS), DORS) THE 1�� S We ANS RSPRO rCTMNrs Rr�m�s��i�F0�fl6 ��sSr�N�� ',�� PVC SINGLE HUNG L�NTA SHF CWS-8112 2OF7 718'OVERALL 7W OVERALL 116"ANNEALED OR TEMPERED 118"ANNEALED OR TEMPERED 7118'AIRSPACE 7116"AIRSPACE 6/16"LAMINATED BMW LAMINATED IW ANNEALED 118"ANNEALED .080'DUPONT PVB INTERLAYER .090"DUPONT PVS INTERLAYER 1W ANNEALED i/6'ANNEALED •• ••• • • • C4Z SIKAFLEX 562 OR PURFECT GLAZE•H" 4 SIKAFLEX 682 OR PURFECT GLAZE'W 0000•• • 0000•• • 1 1 •• ••• e •• •• •• 112'GLASS SITE 112'GLASS RITE • ••• 0000 0000•• • ••• • 0000 0000•• • • • • • • 0000 1 • •• ••• •• 0000•• 00 ••• 0000 • • 0000•• FIXED LITE EQUAL SPLIT) SASH UTER LUCAS A.TURNER.F1.P.E.,68201 A RECONFIGURED 8!2412 10!16/12 `�*{{40RE W , `��JG@••.�,GEN�+ lot �.,"1?�� .. K'INUQIYSSDOffR4 v t No 58201 ' 1800 SW 44TH AVE. *: * CALA,FLORIDA 34474 #0*: 'GLAZING DEATAIL-LARGE MISSILE IMPACT X :3y: STATE OF :4V '+ •.p y•"4j 8100 n.r :RAT 0811 812 0 1 2 oROPraBraar ava cool IoewrlaL 113/2013 "�y ''.[O F Y;?:`pj?�O L: sHE rNFORMATIONCOWAsNED IN THS ORAWNG[a THE SOLE PROPERTY OF WSTOM v � PW REP OOM111ONINPART ORRASA�N9rtm UT THE ,IF��s��NA�{ �� PVC SINGLE HUNG _Ev.i_eai�� N F7• CWSB12 30F7 INTERIOR ' 1 0 ' EXrERIO 0 1 • • ••: EXTMR • 3. i • • • • SECTION EI-B •• ••• • • NOTE LEFT SIDE SHOWS SASH CtrrAWR0.WAY, • Rre3HT$it76 SHOWS SASH CIRAWAY • • 9 • ••• • • • • •• ••• • • 40 • S • ••• • ••• 10 NOTES: ITEMS 20,25,28,38,37,44,61,84 1 65,56,64,87,68 ARE USED BUT NOT SHOWN FOR CLARITY. 1 2 6 D LUCAS A TURNER,PL P.E..69201 A RECONFtdURED 9!2012 10/18!12 SECTION A A r`��,� i..... (EQUAL SPLIT) �CaR,e.' 's '.. '„p iF7NMON5 8F b00RS -4 'N• 59201 1900 SW 44TH AVE. * * iALA,FLORIDA 34474 ^4= _; rJTLE: SECTION VIEWS,EQUAL SPLIT,LARGE MISSILE IMPACT p� BTgTE OF .kr: �%O�• 5100 BY BAT 0611872012 PROMn¢rr� tunaNcaMluwe tw RARY nwNols sor>PeoaERn a WFWWAL �Osr�oa •��i es r .... ��+p PVC SINGLE HUNG c� NTS :CWS S12 WINDOW SYSTEMS, W oF�c�ORODUCOt�a IN oRvc°Si9Am� our THE �4i �U „111 A�� e1.L T^ta: Atv 40F 7 3118, PRAM@ WRNRR kem9 PaHk se► tan ertdor 11 r 23N8" 1 Will" WNSTRUGT10 .1 H•8031 NbIn Fc,SH,w/Rg., Heed NRkron Mnyl1118• 1/t8" 2 H-8031 Main Fr.,SH,WJFI9.,PVC,Sill Mtkrort Mnyl 1 8 1/18" 3 H-8031 Main Fr.,3 9., ,L.Jb. hmkron Mny1 2 4 H 8031 Main Fr„SH,w/F19.PVC,R.Jb. Micron MML.. 3 6 8-1577 lmpeetHook Keymark Alum 4 t_ 8 H-6027 Sash Meet.Rall,PVC kron —W>- 9 H-1497 ReW.Sash Meet.Rail Keymaik Aum 10 H-6028 Sash Bottom Rail, MRM ny1 PVC SASH MTG.RAIL 8ffi7 PVC SASH S7M.RAIL-8028 CORNER WELD(ALL 81018) 12 11.6004 Sash SldOlrapMot Rail Mknm Vin PVC FRAM FLANGE-6031 13 S-9496 ReW. .lT1R 1118" 14 S-8084 MBd,7J8"m.,Horiz A/8kron MrPA 18 3-8084 Glz Sd..713",Fxd.,WfL (Akron M 1118" 71 7 8 084 JQV.Bd.,778",Sash,Horiz Nkron mn 1 7EK..pr, 7!8", sh,Vert N>llaon VIV16 S&n.Adept,aNib,PW Hoax Mlkron Mnyl 3W � 12 1!8" PVC SASH STOP-19025S .Adapt, t Mlttton M"• • 0Step!F711er,P1lC,Vert kron MnReHlfOroemen SEIR • e a Aum 187118" 1118"• 24 Setence B I .L— 12b e8h m, B Plaslc REINF.,S.S.R.-1899 1112' PVC SASH SIDE RAIL-8004FIXEAIF1EE71NGRAIL 8CRE4VEDT0GEI'HER •• ka p •• •• B SS ALUM 80&3-78 ALS,FUtED RAIL-1838 REINF.S.B.RJB.S.R.-1498 W OUTER FRAME • Im pad Interlock ALUM 6063 T8 P.LUM5063-TB • • 28 Keeper,Impact Interlock Zamac • We p coWrwl Pla}I•• Gaer uto0270x.$7�4 nSea1,Gray Ulbeiab 112" i y78" }� P-3429 Ws .,0.270x.187beakFln3eal, Uttra9ab 8118' I 5B" •• P Waif.,0270 x. nseal,Cray Ulhdab 1 1>e' 1 � 9 •• ••36 P B a .,0.270 xelii7 �nSeaL R'y Ultrefab •K46 P-942 Ws „0270x.187 beckFinSeal, q U1 b ::;em' i• 1118" 30 2-1 t2 PH d. T !ATEK2 F&StSnal Steel '1 1798' 1718"•• P-374i% x0.025'PhPNgMS • Hub tly Sffiel PVC SCREEN SUPPORT•6014 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-5063 REINF.SASHMTG.RAIL-1497 P 51 1.250PhFHTEK,Wh Hubm/ teal ALUM 6083-T8 9 x374 FHP w"M IK HubCI 6 -44 p3342 Seem Sealer,SM•3304 Schnee 174' P b2 Ce PIug,92"Rola MB, an 03118' Slkaltex552orpur ctal ze" StkalFlenket b O ;-070- 4748 Set Slk.,85 Dur.,11a"x578"x 9• F.Lowe Rubber51 P-3B81 empc 'Lbl.(NFR 718" 1 1 1 -3"--,j ►� 172' 52 P-3813 CW9 Lbi.{Io90 Pro Label }— 3I� 53 ash bee az L'rf----3T II+-- —6" PVC GLAZING RFAD8064Fixed e6 eEa9 rt P9. BGREYYSUPPORT-3113 58 P-281 Spacer Dumetal 82 P3218 rxeenFrame,Hodz Atmatal Aum tt S3 P-3218 Screen Fmma,Vert Ametsl Aum h 1 5718° LUCAS A TURNER,FL.P.E,69201 84 1 966 1-3681 croenF me omer y AIm ae o A REGONFIGUREDOl2012 90718712 IMPACT HOOK-1577 718° Se P-3=3228 Screen Sp1Ine1 16b Die.,be lass a MWAS SUM 6003 TB e��.�`' ,AN�,9�1�NADREW 9e,�+/ 87 P-3029 Screen PuIITab 9ummk Aum �9 1 ��`cj�.w�GS N`�tc'•�8� {47Nll S 70 P-3113 Screw Supportfor PM3 T.Plastics N&n ; No BB201 y�•r 1900 SW 44Th AVE. 71 -1 M Aum.Rxed Rai Keymark Aum REINFORCEMENT,AHOOtt-1112 *? * * CALA FLORIDA 34474 TO 72 5.8083 COver,Fbt*dRail Mfkron 1011111 ;Ot ;ite 7EXTRUSIONS/B.O.M.-LARGE MISSILEIMPACT 73 5.1112 Retrxon"mentlmpadHook Keymerk Plum ��"� 'L',A� STATE OF 4+': � , +9 Ju�• 08718/2012 74 1 1Y8 x1Pl,pan Head, Faetenat I P�R�ARy,�CONFWeHM 1/3/2013 �i�� '•�f O R 1 O p'p��y L 3100 CALFSAT =ITEMS 5,21,22,29,31,41,42,43,49,50,55,57-81 ARE WINCOINSYsTeA.M ANTKEWORMAMON YYRREPRODUCTION ININ THIS DRAIAMPSARTOTHE RASAWMI.E WE 1TH ROPERTY OF CUSTOM +bss/O�p1 rG �� PVC SINGLE HUNG �v NT3 iE£h CW5 812 NOT USED ON THIS PRODUCT VMrrEN h MISSION OF CUSTOM VMDOW SYnTEAM INC.IS PROKMTM,. r+trrnn9`1� A 5 OF 7 INTERIOR FINISH 1.1W MIN.EMBEDMENT 1 3W MIN.EMBEDMENT INTERIOR FINISH BY OTHERS ICJ ID] INTERIOR FINISH SEALANT BETWEEN BUCK BY OTHERS CONCRETFJMASONRY Y ? d d BY OTHERS AND OPENING BY OTHERS BY OTHERS ••Y: . •• 114°MAX SHIM 114°MAX SHIM � IBI 5.. .. INSTALLATION ANCHOR,3118°DIA. .4 4 F•A• gt�MIN.EDGE DIST. 2 MASONRY SCREW WNfASHER (MIN EDGE DIST.) ,v, THRU SCREW SUPPORT 4 ' • IDL C • • JO] .•.+ S•s• CONCRETE IONRY A` • s i a• A a a a•�•.4•i•' 7 1ta, 4 4 a BY OTHERS • a• •.,�.� o ►' ••ti.•+��4 (MIN EMBEDMENT)ICI .• ►•' 4a 4 e'' EXTERIOR FINISH--'''p�'�• �' 4 ,�, 010INSW OD AN ANCHOR, BY OTHERS +5 1 BY BUCK �a 4 '4•4 0 ,• WfI WOOD TED W R J// •--_ BY OTH a (MIN EDt2EDiST.) 4 THRU CR EW WASHER PERIMETER 8FJtLAN7 JAI . 4'4 0 p THRU SCREW SUPPORT BY INSTALLER• •• h 1!4"MAX SHIM 4 ++ 4..• Id. [01 2 BY_ • SWINT B [BJ 7v JAMB W FRAME oi{•1"'"d�': BY OTHERS BUCK •• •%Y�NSTALLdWj 1 BY WOOD BUCK • • BY OTHERS SEALANT BEHIND FLANGE SEALANT BEHIND FLANGE �1 BYINSTALLER BYINSTALLER SEALANT BETWEEN •••••• Ui1 EXTERIOR F►MSH BUCK AND OPENING •: see* HEAD, F6ME • BY OTHERS PERIMETER SEALANT PERLMETER 8EALANP BY OTHERS HEAD, •••••• SY INSTALLER BY INSTALLER • INSTALLATION ANCHOR 3118"DIA. •• ••• • •• •• MASONRY SCREW wNYASHER /g\HORIZONTAL SECTION EXTERIOR FINISH • • THRU SCREW SUPPORT FRAME(MASONRY) HORIZONTAL SECTION BY OTHERS • ••• 00000 • FRAME(WOOD) • IC • • • • WINDOW FRAME CONTINUOUS DOUBLE 3118"BEADS OF TREMGLAZE U1800 SEALANT •: ••• :•• •• • BILL .OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN • ••• • •• FRAME AND BUCK BY INSTALLER. • • • • SEALANT BEHIND FLANGE •• ••• •••• • • BY INSTALLER 114'MAX.SHIM •• NLP FRAME PERIMETER SEALANT BY INSTALLER REFERENCE NOTES: EXTERIOR FINISHs rD♦ e o ♦ p -� JA]SEE NOTE 9,BHT 1 BY OTHERS IC]SEE OTEZFBI SEE a4.BHT 2 CONTINUOUS SEALANT BEHIND FLANGE u EMOLAZE U1600SEALAAN AEROUND >b ♦ s °p e •p►r e e e ID]SEE NOTE 8,8HT 2 BY INSTALLER PERIMETER ATALL INDICATED POINTS D• �s' ♦p r JY 8 J► p BETWEEN FRAME AND BUCK SV INSTALLER. ♦A y p r e r s I► ♦ e'► ♦ e s PERIMETER SEALANT e r e•e e BY INSTALLER 11114•MAX.SHIM D •�> ♦D p •fie Dg Dep •` EXTERIOR FINISHBY OTHERS O•A=s• s►a••.•s M••o a•..lo••r y P>a••`}P O•..p'••.•0•e7A'd°.:•Ais aa'sP,.•apa pa'••Ap;••"p>••'P;.pA•p�A>•p►•a.•.••As:�••�o•A: ••• f LUCAS UCAS.A TIUtfR1LNiiE1p*fR(1g,1F1+L1+ P.+'E .t�, 6=1 21 BY OTHER : : ONFIGURED 9/20 12 1018!12A REC SRL STOOL BY OTHERS 41 • 'P.O. ALTERNATE PRECAST SILL DETAIL N1 SOLID WOOD FE( ONRY)ss• • . Mire, s• SUPPORT TO MAKE Av G .,�* . R7NI DOORS W10ST0 SILL LEVEL BY OTHERS N• 501 44H AVE.op FLOIALA RDA 34474 BirOrN ETPB�MAsoNRY STATOF Z41 MGH8TRENGTH eaonraerARYANDCON�IDENfWL 113/2013 4, 00 T1111 rrrr -4 4 0 R 1�;a•' .81 t��wi a ..�PVC SINGLE HUNG >anL: (� -°v dSAT ��CWS 812 STRUCTURAL THEXNNf-0R0.7AT<CMiCONTAlN6D IN TFG6ORAlMNO IS THE 60f�PROPER4Y OF CUSTOM �I S •+•..+•• �` GROUT BY OTHERS FRAME L e(fM�Rl�') Yt��SSTRJS.�i,A14Y�Wumaa sIN PART OR w fOUE W UT n+E ++i+S`ONA+`E 4�� ?v.t e'i Etz. A 'rr SOF 7 VB•MAX SHIM INSTALLATION ANCHOR, tD1 010 SCREW [01 [01 PERIMETERSEALANT BY INSTALLER r1B"MAX.SHIM 0 •-^-----^sem 1 SEALANT BEHIND FLANGE BY INSTALLER •• ••• 000 •• • INDS}MITME _ PERIMETER SEALANT WINDOW FRAME • • •••••• • INSTALLATION ANCHOR BY INSTALLER JMAB B10 SCREW •: 000 • • • • • ICI SEALANT BEHIND FLANGE • 000000 BY INSTALLER • 000 0000 000000 • ••• 0000 0000•• • • HORIZONTAL SECTION • ••• • 0000 000000 • • T • • • • 0000 • •• ••• •• 0000•• • • • • 000 • W_I FRAME •• ••• 0000 • • • • 0000 REFERENCE NOTES: CONTINUOUS DOUBLE 3110"BEADS OF TREMOLAZE U1600 SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN N SEE NOTE 9,BHT 1 FRAME AND BUCK BY INSTALLER [e]SEENOTE 2&3,BHT 2 (RG�II SEE NOTE S,BHT 2 SEE NOTE 9,BHT 2 SEALANT BEHIND FLANGE Ve"MAX.SHIM BY INSTALLER T PERIMETER SEALANT BY INSTALLER IOl LUCAS A,TURNER,FL.P.E..6B20i A RECONFIGURED 912012 10/18112 tiiµii"Elr�� ,04a jpiDR_W M$£•.� w 'W1Nttt)it5&ObOAS VERTICAL SECTION vP N• 58201 }'0� 1900 SW 44TH AVE. CALA,FLORIDA 34474 INWTALLATIONS y r.b STATE OF :D 8100 AT DSI18/2012 THE DIFORAIATIONCONTA.NED IPRINNTHSDRAWING 1�h1E SOLE PROPERTY OFOLISTOM ��e�sS��;"��'��, 'PVC SINGLE HUNG -^'�.L NTS rqu..CWS•812 WW"Mq PES iI MANY P cu�vvimadi3YsTon..tNe.i oDHIwrED. � �figi®if+tAt„�d� tv LCr'ren: A 70F 7 Florida Building Code Online Page 1 of-2 t,- s:x... -��k.w��.�-sv-�° J� �yf I= ,�..`�r` a��.E .x t �s`r'!a•." "s ': -^ �B7. 1 '3r_• I'c�.G��':�ht,��•,E"�?-d;._�.�s: F�J Ike:":tt,W-t MIS '; Log In i.teera®8�on HotTopim I SuuorcS=,�se I Matsswacis vw�e®ao�i �ecsr�r i sc�s�eeMav I ung 1 se�rcn t Busines`r' _ �.�� Product Approval Professi gal _ USEIL Public Uor Product Aaomum Menu> a ADDRUbm List>AppD 01 D9W1 FL# FL16736 Application Type New Code Version 2010 Application Status Approved Comments Archtved O Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre## Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 207 MLaFevre6cv0s.cc Quality Assurance Representative Cal Ledy' AddressRhone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 cledy@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 03/01/2020 Validated By Steven M.Urich,PE ® Validation Checklist-Hardcopy Received Certificate a of Independence EL16736 RO QQI EvaiRep CWS-871(HS-8200.74 x 63.IMPACT).Ddf Referenced Standard andsear(of gait:) i i - •• • 0 0 9fiWA/WDMA/CSA(101/I.S.2/A440-08 2008 •• ••• •• • •A4M"3*00-04 2004 ASTM E1886-05 2005 ASTM E1996-06 2006 ••• • • ••• •:• PA/TAF%0!/+202/203 1994 •• • • •• • • • • • Equivalence of Product•$dndaCd • •• • • • Certified By ••• • • • • ••• • • • •• •• • • • •• •• httpJ/www.floridabOcling.org/Pr/� A.pp $tl.fisp)tVaj%m='wGEVXQwtDqu8obl%2fIZM6... 9/19/2014 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method i Option D Date Submitted 12/19/2013 Date Validated 02/25/2014 Date Pending FBC Approval 02/24/2014. Date Approved 02/76/2014 Sumirnary of Products FL* Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes EL16736 RO II CWS-871A(HSn8200 74 x'63 Approved for use outside HVH2:Yes �fi9R�f Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:+60/-60 Created by Independent Third Party:Yes Other:Large Missile,74"x 63",DP+/-60 psf. Evaluation Reports FL16736 RO AE DuPont PVB NOA 13-0129 27.odf FL167 36 RO At_ EvaliteD CWS-871A tHS-8200 74 x 63 IMPACT).odf FL,636 NO AE Ouanex(Mikmn)NOA 12-1017 02.odf Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider H"200 PVC Horizontal Slider,IMPACT,111"x 63",XOX, Limits of use Installation Instructions Approved for use in HVHZ.,Yes FI 157w6 RO 1I CWS-869A(HS-8200,111 x 63. Approved for use ouisilde'HVHZ:Yes IMPACT).Ddf ImilaCt Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:+601-60 Created by Independent Third Party:Yes Other,Large Missile,111'x 63",DP+/-60 psf. Evaluation Reports FL16736 RO AE DuPont PVB NOA 13-0129 27.12df FL16736 Pn AE DuPont SGP NOA 11-0624 02.odf ,FF lot 7'f RO AF EvalRen CWS-869A(HS-8200 11lx 63,. iMPACTL odf FL16736 RO AE Ouanex fMilvan)NOA 12-1017 02.odf Created by Independent Third Party:Yes cordact.Us n 1940 North Murree Street.Tallahassee FL 31399 Rhone:850.487-1824 Sha State of Flodda Is an AA/EEO employer.Cowftht 2007-2013 State of Flanda.::PrVWV Stalarnent::ArcessIbittty Statarnent::Refund Statement Under Florida law,erne addresses are public records.If you do not want your e-man address nawased in response to a public-records request do riot send electronic map to this enw.Instead,contact the omm by phone or by traditional mass.if you have arty questions,please Contact 850.487.1395.•Pursuant to Section 4$5.275(1),Florida SWa tas,efPectin October 1,2012,Iftnsew lice under Chapter 455,FS,must provide the Department with an email addhss it they have one.The arrob provided may be used for official eommunkatI with the kasee.Meow ema0 addresses are public record.V you do not wish to supply a personal address,please provide the Department with an email address which can be made avallabla to the pubik.To datarndne ir you are a licensee under Chapter 455,F.S.,please dick him. Product Approval Aeha�tB: •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • •• • • •• • • • • • ••• • •• • ••• • • • • • • • • • • • • •• •• • • • •• •• http://www.floridabui.lding.org/pzl6r app*dtl aspx7pasam wGEVXQwtDqu8ohlVo2fIZm6... 9/19/2014 TW j1239 Jabara Ave. UNorth Port,FL 34288 ENGINEERING& Ph.941-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 871A 2/24/2014 Product Description: Series 8200 PVC Horizontal Slider Window,,Large Missile Impact (RVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44"Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product-Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-87M signed and sealed by Lucas A.Turner,P.E. 2) Test Reports NCTL-210-3887-1, 4A,-2,and-2A,by National Certified Testing Laboratories,Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886`02!04/05,ASTM E 1996`04/06/093 and AAMAJWDMA/CSA 101/I.S.2/A440`08 3) Supplemental Calculations to support CWS-871A,signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-811A. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871A • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.27 • Requires Quanex white rigid PVC frame extrusions per Miami-Dade N.O.A. 12-1017.02 Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. •• ••• •• 0.0 (� • ` ' •" . ... • ' 62-G. • • 2124/2014 ••• i • ••i ire'i '�••`� Yid ..: ..• •'.,, ;� • a.�*. Lucas A.Turner,P.E. FL PE#58201 ••• • • • • ••• • ��$Ft�Eygli '�� Lucas Tumor • :0: 2014-02-24 15:48-05:00 . .. .. ... . •. .. ... . . ... . . HOAVONTAL SLIDER ELEVATION(LARGE MISSLE IMPACT PVC IMPACTREQU62EMENTS: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE[FOCI,CURRENT EDMON,INCLUDING THE HIGH VELOCITY HURRICANE ZONE()4M. 75114' 2:GLAZING OPTIONS.(SEE SHEET 3) MAX OVERALL FLANGE WIDTH 3.APPROVED CONFIGURATIONS:"QX',XO' 74'MAX UNIT WIDTH 4.DESIGN PRESSURE RATINGS: .NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM GLASS OL - etD A E G E-1300-04.POSITIVE 7 e 8 -POSITRIE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E4300.O4. 84 6.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114, PRODUCT.SEE SHEET$8-8 FOR ANCHOR DETAIL.WINDLOAD DURATION FACTOR Cd- 1.8 WAS MAX I I I I 8g Bye" UBED'FOR WOOD ANCHOR CALCULATIONS. I OVERALL •• • I II MAX • FLANC3E •• • •• SASH S.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED.THE IMPACT u� I I HEIGHT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS ••i 7 • : I 7 PRODUCT.BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING ••• F I I DEBRIS. • 0000 • 8 • • ALL FRAMES AND VENTS ARE FULLY WELDED.SMALL JOINT SEAM SEALER USED AT FIXED • • H y i i••i ;I I I MEETING RAIL AT HEADMILL. • •••• Qi!' • b •• •• I I 8.SERIES I MODEL DESIGNATION HS-8200. MNL • • • • •••• UNIT••• 0000•• • • HEIGHT I I 0.ix OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY sees • goes I I TRANSFER ALL LOADS TO STRUCTURE.BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ••• • • • I I ARCHITECT OR ENGINEER OF RECORD. • • • • .I 0000 I I •••: • I ••••••0•0•• I I 100..THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING:X-OPERABLE SASH.0-FIXED • • 0000 • • • I 11.SECTION CALLOUTS FROM ax ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR :so* • • • •• I I LOCATION. • I • •0 0• •068013/88' • • 1 I 12.WEEP SLOTS 114"X 1'LOCATED 4"FROM BOTH ENDS •• LLOO DDj I I l . 7 39° GLASS DLO 388118° MNL SASH WIDTH DE81C3N PRE RE RATING 38if LUCAS A.TURNER,FL P.E.88281 A CHANGfiD EDGE DIST FROM 1/4•T4 7118° 02M=014 ��T��HOh'ELMtl�ti�i r� 1Rq:;.4�G£MS ,. rrr'S VNIVLX7VVSY�fEN6�.� N• 58201 z 4 wAFLORIDAO A OC74 TABLE OF CONTENTS Lucas Tamer tC TMEGENERAL NOTES&ELEVATIONS-LARGE MISSLE IMPACT GENERAL NOTES&ELEVATIONS.................................._.»...7 ZD74'02'241b4&0500 `�',� 8b STATE AP :. �+ SERIE& > � ADE �0 -11114113 I ANCHOR SCHEDULE&NOTES........................»...„.................2 r 8200 HViiv SECTION VIEWS&ALT.FRAME�IOX”7C0'&GLAZING ......3.4 ?He iaraataT l WNrA4® IB THE SOLE W OCUUTOM srN,ri'� I IN;:7; ODEt EXTRUSIONS&BILL OF MATERI�LB......................................8 wR �eRmnssaal A oaweffiOW s�Y�IEAbB,@VGABf9APR Brtwt o ��ar o f0NA L ft�� PVC HORIZ SLIDER Rcv.LEMR:NTS o. 10��1 INSTALLATION DETAIL...__.__ ..... . _........... ... .... .».8 8 12 ,21W MAX CENTER MAXCENTER Ci TO CENTER 8' TO CENTER MAX 3° 3° 4• �,p) (SHEET 8) 8EE NOTE 8 ��TM 8• 8• A(SHEET 4} BEENt1TE2 MAX(7Y�� FTF [} MMAX(TYP) - -- }— i (SHEET4) /. I MAX(IYP) I / (SHEET 5) MAX MAX 0,C.(TVP) O.C.gyp) i IL i /'y X I • I �d x I i •- • • •• • •• t • ••• •+6• i s • I B E I INSTALLATrON • . • (SHEET`4) (SHEET g) / t ANCHORS TYK :*09 • I ••w••/ INSTALLATION • •••• ♦ • • • ANCHORS TYP. • • — m— -- as Oswego • • D •••• • • ANCHOR LAYOUT-JFIN) •••••• • n w run (N!I)(A wor f • • • 5 F( • •••• TFC • 1ANSTALL ONE INCAWW EACH%STAI"TION LOCATION.SILL ANCHORS SAME AS HEAD. • eb~A8 REQ!D XTIPMOH SET OF I•NSTALLAIRON ANCHORS USING LOAD BEARING SHIMS.MAX ALLOWASLE SHIM STACK TO BE U4°FOR MASONRY OR WOOD,AND 118°FOR METAL.USE SHIMS WHERE SPACE GREATER THAN illi'IS PRESENT. 3.LOAD BEARING&IIA'SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. C4.311:6-3118°DIA ITN SUl=LCEXT;APC;M0 VANCED THRFADFOAM TECHNOLOGY MASONRY ANCHORS MUST SE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 114"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO 1 OF 2112°SHALL BE ACHIEVED IN EITHER DIRECTION. 8.1110 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1318°INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 7W SHALL BEACHIEVED IN EITHER DIRECTION. 8.#8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 llr INTO 2 BY WOOD BUCK FOR FIN INSTALLATION,.A MINIMUM EDGE DISTANCE OF 7116°SHALL BE ACHIEVED IN EITHER DIRECTION. 7.#10-16ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 8.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WTCH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8.INSTALLATION ANCHORS SHAD.BE IN ACCORDANCE WITH ANCHOR MANUFACTURER`S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL Lum A TURNER,FL P.E.6820/ A CHAiNGEb EDGE DIST FROM 1/4°TO 7118° 108/201 NOT BE USED IN SUBSTRATES V1jITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIM BELOW. C�tttotlprr r` 10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ,ass PAORE4y�N, A WOOD.MINIMUM SPECIFIC GRAVITY OF G W.65(SOUTHERN PINE OR GREATER) •��G ',-Y.C E Fd q .. y, � op B.CONCRETE-MINIMUM COfAPRMlVE STRENGTH OF 9=PSI. . f fi�r C.MASONRY-MINIMUM DENO11Y OF 117PCF,CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. ? Na 58201 y-P C. OWA r4M A.. LOR34474 D.ALUMINUM-118-THICK MIN.,808:1 T8 MIN. E,STEEL-18 GAUGE(.080')Mik,33 KSI MIN. .+ E y -0' CS. ANCHOR SCHEDULE A NOTES-LARGE MISSILE IMPACT 11.SEALING AND FLASHINGS TEGMS FOR OVERALL WATER RESISTANCE s TATS OF b 7R�i 4 p ,� d.�ftr`: &8200 HVHZ Vvtd�' ADE 11!14!13 OF INSTALLATION SHALL BE DONE BY OTHER FOLLOWING THE CURRENT INFrmraA C t rAram PROPRETMTANDOMMMIAL re r��O oM y�4�'v"•<3 R Y�':'��h�` ewe"PVC HORIZ SLIDER NTS . No:CWB 871 VERSION OF THE REFERENCE ObCUMENTa: THS FMAIAAMA 100(FIN WINDOWS),FjNA/AAAMA 2[Xi(FLANGE WINDOWS), soNOANY FtEMM=ON FdtsYtvttt�sPART OR AGtBrCs is 7H6 '��r�y>�'A7A`.�``� .LEITEae FMANYDMA 25'(BOX W(NDOWS),t FMA/AAMANVDMA 300(P�tTERIOR DOORS} A z OF g 1 B 7 1 8 INTERIQR 2 11 4 , 1 . TYPICAL VERTICAL SECTION EXTERIOR NCTE'SHOWS RXED WAS$CUTAWAY 8, SECTION VIEW C-C. • • • SECTIO VIEWS B • •••• • • • • s • • • IN OVERALL • •••• 60000: i•••i • • HEAD IMPACT HOOK(IYP.) • • • MIDSPAN OF RAW 118'ANNEALED a TEMPERED • • 600069 38$3B) 7118'AIRSPACE • ••• 8 • •• 11 •• •• __ _ __ OiVLAM1 • • • • • •:•• ••• ••••• -- -- 118•ANNEALED •••• 0000 I / / SWEEP IACKBE(ITEC 127) ,OpQ Dl1PONT PVB INTERLAYER PRIOR• •• • G i 0000 i •• I FORCE To ISE 118'ANNEALED • :000 ` T GLAZE If 1 • i I X6B2 • • s I • 0000 • 4 • • 4 • I E THIRD POINTS ALONG TTHE FRAME LOCKSARELOCATEMATTHE ••• 1 I f I Af GLASS SITE TSR !�3 1 I I / \��f I aLass Tree e 19 HEMIJAMB IMPACT HOOWROTARY LOCK LOCATION LUCAS A.TURNER,FL P.E.smi /A/G�tHAReEn EEDr3E DIST FROM 114"TO 7116" 812014 VNNDCA+VSYSTd 1P '. `S. . ; Na' SB241 �z'p1 1900 SW 44TH AYE. OCA*&KLOR07A 94474 y r,-a i :D: TirLt. SECTION WE 8 GLAZING-LARGE NIBBLE IMPACT no ` 213- STATE OF .LIT;. EA RAWAI6N ~�4 �Qti%•A p,.�41rr 8200 HVHZ ADE 11114113 THE u4wwwrAr�4caarAnvEcA�WINB a aneFLam CONFIDSCM 0wsarrnt+ ��+rJ0`.'j'9�ip •a`�s` ooEL SECTION VIEW AA W=CW�Y87EM8,INO.ANYI�PRpDUCTONOJPAATORA9AWHEMEWTrtaOUTTLIB r+rrs`l +� PVCHORtZ.3UDk�i LAR NT3 CWS 871 WRnT NP IOFCUB'faAttvOmow sYE�eus.Ovc.BweCH®rTED. +4t+�rtlotO A 90F8 1 8 7 1 INTERIOR 8 2 18 TYPICAL VERTICAL SECTION 1 . HM:SHOW$Ft)=GLASS CUTAWAY • •••• • • VXTERIOR • • •ecce• 3 MEW EW F-F • • •see e • _1 • • . • 0 000009 ECTION VIEW E-E • e0•• • 0000 e•• •e •e s •••• 0000 i••a•• HEAD IMPACT HOOK(1YP.) • • MIOSPAN OF SASH ee00 • •0e0 (I7Ei+,1838d30) •• e•• e • • 0 0 • • • 0000 • • 1 000006 •:•••• 0 e:0•• / j I I ROTARY LOOKS(ITEM 27) • •• ONLY ENGAGED • 1 •e 1 PRIOR TO HURRICANE •• ••• • • FORGE WINOS. • • 1 19 I LOCKS ARE LOCATED AT THE I THIRD POINTS ALONG THE FRAME JAMB. 1 1 EXTERIOREINT.RIOR r 4II 1 1 1 I � 1 19 HEADIJAMS IMPACT HOOKIROTARY LOCK LOCATION LUCAS A.TURNER,FL P.E.88M A CHANGED EDGE DIST FROM 114'TO 7118' 2108!207 1 13 ��t�A yDRE r dr�r ,i Old .4P' No 88201 . 1111�r 19Q09W44T'HAVIS. OCN.A,FLORIDA S"74 m tZ ., 'OX"."XO"SECTION VEWS•LARGE WSSLE IMPACT FII V. STATE OF .y1: '�ygh•.•p p�:,�4P!`a. �E'8200 HVHZ ' ADE t� 11114!13 THSINFORMMONt�NTAu� W"IBien-Ma 4o�©Cur 'I"iF�"`'t*.....•�•��`�•` eL: SECTION VIEW D-D wwmam �O+yy a TtaE �fir$'tj1AfA,� ��► PVC HORIZ SLIDER R� A 4CWS 871 FRAME CORNER a.. Porto ITieacr[pHon Yeo6ar Meterlal E 1 H-14w7 R.W.I88h Mea}.Ref KeyM* Aryan 3 118° S 118' y ya H x a/f8° 111$' 2 FM1&g8 Ftekif.e•BJi1B,BIi Key+rark Alum � . 3 8.1830 Most,RA Rod. Kayhark ANm $ 16I$° 8 4 HMU Saab Top+d Rot L&W PVC S H•�$ t�R.,SK w!'Rn.,PVC alawoh we 21111$' 1 NMVVEM 6 H•�80 sash MeeL PAJ.PVC Mkron RIC 3 wl Re CORNER WELD 7 H-wi sash ewe Ra OvC Mkroh PVC 8&1e• ALUM FIXED RAIL-IBM PVC SASH MTs.RA A= tALL eros 8 F we Mlkr Ft.,SH,wlFlb..PVC MIM wC FIXED MEETING RAIL PVC FRAME FLANGE-OW 1° [H+s°�. SCREWED TOOETHE 9 83039 $oreenPuOTeb 9umr$ 3116° 1 �----4� I [i} rM71•t OUTERFRAME 10 P•3033 BS Hufty. --.•�i12'�- 1 �[�(�J{�/-_ • •li R3t1S• rl NCO •• Teamptulo Rubber PVCFRAM&FtN•B046 �-� O L_ 1118° , 3 • 12 FR321H earean Ramo • A&mW Roewm Bl $t4° SCREW SUP.3113 ALUM SASH MTG.RAIL--1497 • •18• P•3229 e,.tHO ,oge. Irapa •14 84734 aen Rrarna QbmeA(ey • Atrmts1 ALUM GLAZE BEAD•1112 ISMS' �11• 5P•3342 8eomses•r, $olxrea8f9eone 1f� gig°+1 988• . 16 P•3362• Oun;ile"" t Ib. Fiar04we fUber �f �—c— R342e .!b.2i0 z'87 9Rdl Mesad aSrey I wab ALUM.BASK RQhIF.-1898 • 7 •Pe• 1x3639 1W x 3t49rSgtrare'TBL Fastandl Steal PVC SCREEN SUPPORT-6014 • t9 P-0790 x Trues 7.lu4 • Foalenal SMI PVC FIXED RAL COVER.0063 PVC SASH SIDE RAIL-MI P•3782 p RM.1M H#a MSA7 NyM 0&fir • l 97a3orP•92fo Bprk9 Look krp�ot k4erlaek O 1 1f4" 3118° 3141 22 P-07Te• ®'+far,Tarmem ' •••••• Mpgp +'NM I+114° - 23 P4051* 091!♦110 Ph Rt; Wht•• Fastarml. 8�a1 7118° 7f8° ••p"' FL4M •RMO hp-%PVCkKaryok. ALU ROLLERTRASK-1778 1 9/16` ALUM B.B.RJ8.8.R-1498 2S P•4478 81"y'Coverwlttep A" *wn I ofPVC GLAZEBFAD-OW 26 1+4838 #8 x 2112 Ph Tniae SAA9 Stool 7l8° F•96199••i 1 118' 27 PNS Ralmy Look sui 8uavan Zino (3-7)--I'� s4f—�--'a+�l—'1- 4 29 PAM Kasper,Rahsy Look sull"M ZN0 PLAN VIEW-IM ALUM IMPACT HOOK-1999 9l$° 29 F•490 PPotp.,0.420x.WbaokFklSealGM 18rafab pVCANn•L�T� 1a 30 84893 Be"Featener' Intend. Wool 0 3118° 31 8.1112 irakrf=wmnt,Dead 388° Keymark Alum O FVC SCREEN CATCH-8019 1 12 81409 !".s.B.ALISS R, Keymuk Alum _I 34 817M Rofer Track Kwpwk Alum 8° PVC SASH TO%8TM RAL•H082 N42 $.logs Rema Hook,Hid,hRar?t Keyowk Alum H-taaa Panel Catch,Heed.Inpaot Kayrr®k Alum eT 8.8003 Ad LDt Mkmn RIC 016° 64#13 SOM Adapt.,W1Mb,PJC Mww PJC � 8.6014 sem. ,PVO Akron PVC PLAN MEW-2000 ALUM IMPACT CATCH 2000 8SM Rxed Ref Cover' Mkw wD LLICAB A.TLIRNER,FL P.E.$8201 A CHANGED.EDGE DIST FROM 114°TO 7118° 2/06/201 6.3004 Gki"send Mkrw PJC ,�+s►t'LDRE4y o°Jr�i Cj&wrt� sae 3 • ........ G �. r►s 43 RorectGlwxe'H'.�Ftex662 Henke178f® fh:one ..�n, W(I�IDOWSY5T8"iS�,,,J = N9.56 2�d1 : Z 19MSW FLORIDABA,FLORSW OC4 �z4: tit 3A= IV-Z. EXTRUSIONS 8 B.O.M.-LARGE MISSLE IMPACT ri' 1 $TRTP OF :4TYy +��.(y'.,,. 1�d��` $200 HVHZ =Ur' ADE �0 11114/13PROPM ' L M EXTR S, S 6083 TH. nl9lroloRrrarcWCO rAIN90 r a la PROP TO OCNI'MOMAL R YCFCV9�ra '��ir;�`$"{'� �(��`+�+, �0 PVC HORIZ.SLIDER ' 1:2 0 0»CWS471 OTE ITEM 33 NOT USED IN THIS wnvoowsysrtBaas,waAnvRer IrarioNwPARronasaWRweN..OMrr riyiU�1AL +++�`` rg!v.LErrER laser RODU WRfrrFltPERbpSSIONOPCUSTOIt1YN0OA8VSrEAE9,9WISPROHIQ7EV. ltttltrr{1 q BOPB 1114'MIN EMBEDMENT CONCRETEIMASONRY (SEE NOTE I) ' BY OTHERS 1 BY WOOD BUCK 114°MAX SHIM ' BY OTHERS. (SEE NOTE 1) 1�m MM EMBEDMENT INSTALLATION ANCHOR,3/18°DIA. .►.► (SEE NOTE 1) MASONRY SCREWwANASHER k•• �+--1A4°MNTGHIM THRU SCREW SUPPORT. 4 I (SEE NOTE 1) A A (SEE NOTE 1) •a • ► ILS MIN EDGE DIST f A,A p►, (SEE NOTE 1) A SEAL ANT AND OUNMBETWEEN A A p#10 WOODANC— ALLATIONAHOR NCHORW1 ZY OTHERS . .A d►S► SUPPORT. THRU SCREW • •• M MIN EDGE DIST .'. A,►A► (SEE NOTE 1) ?_ • • MIN60YE OiBT • •• �"' CONORETEIMASONRY (GEE NOTE 1) •• a•.► •••.(SEE NOTE I) • • • I BY OTHERS a 4 • • • 6•A •q r d► ° BUCK AND OPENING • • ••••1114 MIN EMBEDM�N T *a a►. • + BYOTHERS a.a. q`' BY INSTALLER FLAN PERIMETER samA JT 2 8Y WgOD BUdt • (SEE NOTE 7} i •i+ (lE BYINSTALLER EXTERIa • Y BUCK BY OOTHERS NtBHiPERIMETER SEALANT EX RIIOORRFiBYOTHERS. � -.,• BY B19TALLEREXTERKSR • ' OTHERSBY OTHERS ; �NORdONTALSEDTK)N T FRAME OflO•••••••••pERIMTE7E1�8FALAIQT • •• E NOTE 1) BY RJSTALLE� MSTALLATION ANCHOR,3118°DUl IMILAR FqR 28Y fNSTALLATION. MASONRY SCREW WINEOPRENE ILL IN97ALLAT N MEA SHOWN BELOW. • TALLATION ANCHOR.SMB°DIA. BACKED WASHER THRU SCREW • BEALANTrBEIiIND FLANOEMASONRY SCREW • BY MSTALLER••• • U8CREW SUPPORTS 1) •••••• •••• • : E NOTE 1) SEALANT UNDER SCREW HEAD • • SEALANT BEHIND FLANGE BY INSTALLER •••• BY INSTALLER 114'MAX SHIM PERIMETER SEALANT (BEE NOTE 1) INSTALLATION ANCHOR,3MG°DIA. BY INSTALLER MASONRY SCREW wfNEOPRENE BACKED WASHER THRU SCREW EXTERIOR FWSH ' • y SUPPORT. BYOTHERS 6 C.L 1..b 1114-MIN EMBEDMENT (SEE NOTE 1) e a e A«e °D o• �•vp s'rp (GEE NOTE I) SEALANT BEHIND FLANeE D• BY INSTALLER GBY I�TALL UNDER SCREW HEAD pr P ° D. •t D ° r' t P • � •rD r D rD oD PERIMETER SEALANT HIGH STRENGTH STRUCTURAL ° ° D .fir A pr d� D•g D 6 2]]PC MIN EDGE DIST BYINSTALLER ©ROUTBYOTHER$ CONCRETSIMABONRY(SEB NOTEE 11) (SEE NOTE 1) BYOTH9m D ALTER14ATE-PRECAGT81110ETAIL 1!4°MAX 7 FRAME(MASONIM EXTERIOR �RsMSFI ? ) f r'Yt '•> O: `o SILL STOOL r baa.a: ffY OTHERS LUCAS A.TURNER,FL PS 88201 A 7CHANGED EDGE DIST FROM 114"TO 7116° 2fd6P207 + a a• m. •a a a. •a•a. a TO ESOUDWOODELIPPORT ` "ADRE rrfrt �!/ ��rW/••+�4/I a s. ! ••a. d.p • m a. •; 70 MAKE BILL LEVEL, �� HIE +J �• • a •a.mrd«, a• D �• • • s BYOTHERS. t �ND• °T a.a s.�a:a' e.�•�+�a+o a. eG�e 4`6£�IQa„ti >• •• a . . s• a• • • •, I 11r MIN �i VYIH�doV1�SYCT7�"S— I NOTE 1�j ,+% t No 692()1+ �� 1B Fl4m A sau74 BCYNCRETR OTHERS ddR '4-2 MIN EDGE DGT * F s mai (SEE NOTE 1} ya q �* INSTALLATION THRU FRAME DETAIL-LARGE M18SLE TMA A VERTICALGECTg y r'f% STATE OR l u T' RAWN8Y: 7E ( NRY) RIO. k r+v.,• m0HVHIZ ADE 11114M3 T FRAME pr+ OMMA COWMEMAL 2/24/2014 V'�`•.4 a R tSYP9��•.tt, DR1: SCALE. Ti O y�qy 7mFBER8810Nda Awxx Iwe3drs .INc�.teyy +�I'� tt*rS� � ,° PVGHORIZ.SLIDER .LG�R NQS 'C> 8871 HIM GpT+B AND BUBST�RATE CTIONG REFER TO SHEATHING (SEE NOTE 11)MBED M BY OTHERS EXTERIOR FINISH 2 BY WOOD BUCK - ZLLE MIN EDGE DIST BY OTHERS °°aa BY OTHERS. (SEE NOTE I) 2 BY WOOD BUCK • • 8EALARTBENMIDFIN E ':0 00 � - SYOE HM 1) flq^MAX SHIM, • •••• BYRNS*AL MR • a INSTALLATION ANCHOR SEE NOTEi) • ° #8 WOOD SCREW Wf • • W • -.0 (BEE NOTE 1) • Goo* BY INET • • • • IMSTALIATION ANCHOR, • goo* PERIMETER SEALANT ' MX MIN EDGE DIST W WOOD SCREW W7 BINNSTAlYER • FL (SEE NOTE 1) WABHEEE NOTE 1) goo* 00 0• • • • • ( 1B •••• � 1 112•MIN MBEDME14T seesso• (SEE NOTE 1) (SEE NOTE 1) goo• • • • •••• SHEATHING •••••• :•• ••�••• BYOIHBRS d• ta o,d}dt s •• • ••• • •• EXTERIOR FlN1SH d•®• °o•° •••••• •••• ••• BY OTHERS •••• SEALANT BEHIND FIN WINDOW WRAP BYINSTALLER BYINSTALLER PERIMETER SEALANT BY INSTALLER F HORIZONTAL SECTION 8 FIN(WOOD) V*MAX SHIM (SEE NOTE 1) Wr iIIJ EDGE DIST PERIMETER SEALANT yPt, (SEE NOTE 1) BYINSTALLER WINDOW WRAP e 2 BY WOOD BUCK BY INSTALLER e• BY OTHERS. WCAS A.TURNER,FL P.E.SM A CHANGED EDGE DIST FROM 114^TO 7M 6` 0=8=14 BEHIND BY WANTEHIFIN pfte., INSTALLATION ANCHOR �xt�SyCtREy(++F1, w• ITB WOODBCREwwf r F:••""•+•HER. . , ✓N�7b[J/1G � EXTERIOR FINISH (WBEE 'h ��.�R�.�•\a'BN S€. crT,►y � O GuisUll BY OTHERS �.• No 58201 F x 190 S a 44TH AVP- 1=MIN EMBEDMENT *j Z OCA[A,FLOFCuA U474 SHEATHING E VERTICAL SECTION (E NOTE I) Q 0 * 0 INSTALLATION gETAIL FIN CONST.-IARAE HASSLE 6ulPACT BY OTHERS NWOOD) Z10 $TATE OF "k p1b ARTAtmGadWQBNML 2n4/2014 �L� m 1 '��:*, �'4`'��1'4i,C'. �62QO HVHZ ADERAWua: 0 11/14/13 FOR T{ ON wt �FGIN Hm P oNw•pLRRT�ABA �. ��ii7'S`f°"�' �`� PVCHORM.SLIDER MTS "CW8679 HtM OAPB AND SUBSTRATE REBTTUCTION8 REFER TO y,q ou�cuyTpnwy lnnoyy arsrsnG iNC.rsl rrr�. h°+ui N��itxitt« RS R Ham: NO ON BH A r OP e IN'ALUMINUM OR IN MAK SHIMINSTALLATION ANCHOR, 1118•STEEL MIN,REQUIRED (BEE NOTE 1) (SEE NOTE 1) �. 310 SCREW, READ ENGAGEMENTENGAGEMENTT REQUIRED. INALUMOWM OR (SEE NOTE 1) . PERIMETERSEALANT 1118•STEEL MAN.REQUIRED BY ANSTALLER I!8'MAX (SEE NOTE 1) (SEE NOTE I) • • SFAL•tNT6EHM FLANGE • •••• BY 111014kILE10 • •• • • • • • INSTALLATION ANCHOR •••••• 910 SCREW.FULL THREAD • •••• • • • •' ENGAGEMENT REQUIRED. • • • • (SEE NOTE 1) PERIMETER BFJLLANT SEALANT BEHIND FLANGE • •••s • •• •• •• BY INSTALLER BV INSTALLER •••• • •••• • • •••• .•• •••••• 9 ORIZONTAL SECTION •••••• •••• • • • CONTINUOUS DOUBLE 3KV BEADS OF TREMOLAZE UISW ' SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INBTAUAUL SEALANT BEHIND FLANGE BY INSTALLER —LIN MAX SHIM (BEE NOTE 1) PERIMETER SEALANT BY INSTALLER INSTALLATION 0 S��FULL THREAD LUCAS A.TURNER FL P.E.68201 ANCHOR. A CHANGED EDGE DIST FROM im,TO 7/16' 210812Q1 111 31 EEL MEN REQUIRED UMINUM OR (BE NA REQUIRED. ��1��i ORE 4 ��N`" r1 ISEENOTE 10,8HT2) `� �••"•�"'• �' �„/y1�{!l/i�� .A •.4�centg�.,•p�4+y vwwwS4811�ls ;W N• 5BMo1 fi• iR008W44TH AY2. B VERTICAL SECTION - *$ *S OCALA.FLORIDA 34474IN , •a�. ANSTALLATION DETAIL T14RU FRAME-LARGE MWLE IMPACT 0 •••TATE OF • WZI 0200HVHZ WNL' ADE T6a 1IM4113 Nl�RA84AN00QWC®VNLL 2!24!2014 4 F •<o Iq I©. Obp: o.No. P40TE'l;FOR CLARIFICATION AL �e�� q wvW STM WL awRRoieRTYOFC WM ;w,p`IONA.��i �`, PVC HORIZ.8LIDER NTS CWS-8711 t CjAPS,ANDSUBSTRATBRES •CTIONSREFERTO WAMMveuueerawoFeUsrarwrt�Drnve+sreMs,n rsPAower>®. ��tsONM�N� LBttEFe ITHE NOTES SHEET2 A 8OF0 Florida Building Code Online Page 1 of 2 �.} c��z E vf',� a -r'�' 3�'rL i 7y t2s s� ,*�n �� $ �� f� • aunt. �17 LQ�iI�c B=n4ni8 ` Log In Uwr Peglauatian flat ToPtS Submit Surcharge l Stats&FaM PubkMM FW Staff BGS Ste Mali Lime 6 search Busnes PCiJ SSI 'd1 Product Approval USM RCClt,dtoCt ZM Product Awm al Menu >AMM31ftri >A;Rica l•n Demo FL# 4850-Ri _.. Application Type Revision Code Version 2010 Application Status pproved Comments Archived [+ Product Manufacturer Custom Window Systems Inc. Address/Phone/Ercall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala,FL34474 •(352)358-6922 Ext 291 btenace@cws.oc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 221 jthompson@cws.cc Category Rerior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florlda Registered Architect or a Licensed Florida Professlonal Engineer 1Z Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urlch,PE Cl Validation Checklist-Hardcopy Received Certificate of Independence FL24850 Ri :0I EvalRen CWS-641A(SD-8750.IMPACri,odf Referenced Stan0&8 altd a I,-(of Stg Rd,rc: ••StandardY—r • • •• • • • • • AAMA/WDMA/CSA/101/I.S.2/A-440 2005 •• • • • • i i•i j4STM E 1300 2004 •• ••• •• • • • •• ASTM E 1885 2005 ASTM E 1996 2002 •• • ••• • P.TAS/201/202/203 1994 Equivalence orltoduLStandardg • • • • • Certified By••• • •• •• • • • ••• • • • • ••• • • • • • • • • • • • • httP://www.floridabuildingnrg*r/*P;—Alap 4aiPX?Param=wGEVXQwtl7gUHIFzfePouW... 2/27/2014 Florida.Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12%2011 Date Validated 12/13/2011 Date Pending Fi3C Approval 12/20/2011 Date.Approved 01/31/2012 Surnmery of Products Q # Mode1,Number or Name Description ,14850.L,L/ SD 8750,Impact. SD-8750 French Door w/SD 8710 Sidelights,Impec. UmI s of use Installation Instructions Approved for use In HVHZ:Yes FL14850 R1 ti CWS-641A(SD-8750.IMPAC ),ndP Approved for use outside HVHZa Yes Verified By:Lucas Turner 58201 Impact Resistard:Yes Created by Independent Third Party:Yes Design Prestture:.+70/-70 Evaluation Reports Otter.Large Missile French Door w/Sidelights,Max. FL14850 RI AE DuPgnt PVB NOA 11-0624 01,ndf French Door 6a x 8',Max.Single Door 3'x W,Max.Sidelight FL14850 RI AE DuPont SGP NOA 11-0624 02.DdP 3'x 8',DP+/-70 psf. FL14850 R1 AE Evallkeo CAIS-641A 1SD--8750. I14PACTIp-9 FL141350 R1 AE Mikrori N0A•11-0830 09.adf Created by Independent Third Party:Yes . :.1940,North Mann,S tet.Taliahasee FL 3? 9 Phane:8304074824 tier State cf floitda is an&VEM empbyer.Cmvrmht 2007-2013 6Tate of Flm9da.::Privacy Statemart::AMSSUaty Slater.nn[:: Under Farrlde Ink avail addresses are public records.V you do not want V=e-mail atldnass Fused In naspaue to a public-rewrds request,do rot send electronic mat to tilt erim.Instead,contact the affMs by phone or by Vadttbnal mail.If you have any.questions,please Contad 850,487.1395.'P.ursrmrtto SWUM 455275(1),Fbrlda Siabd es,etfefte Odober 1,2012,OwLsees lkm;ed under OWpbu 455,F.S.must provide the DeParftner:with en mail address r they have off.The emalls provided may be used for official cawns icaUm with the llwnsm'.Hpstarer.emasl addmm are public mrard.if you do not whit t• supWY a pasnnal address,please pmAde the Deparftnent With an emall address which can be nada available to the public.To determine Ir you are a limes under Chapta!455,FS.,pleasec8dcb=. Product Apprvrat Accepts: IN®1H E ��carit�•rat:rr=.«• •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • •• • % • • • ••• • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.;*arg*pr* 14 4aiPxVamm=wGEVXQwtllquHlFzfePouW... 2/27/2014 Lucas A. Turner, P.E.,MBA Evaluation Report 641A 2080 Mauve Ter. North Port,FL 34286 Ph.941-380-1574 December 7,2011 Product Description: Series SD-8700,FD-8750, SLT-8710 PVC Swinging Door,LM Impact, 3'x8'nominal panel size max. Manufacturer. Custom Window Systems,Inc. 1900 SW 44a'Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005(4). This product complies with the requirements of the Florida Building.Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-641A,signed and sealed by Lucas A.Turner,P.E.on 12/7/2011. 2) Test Reports NCTL-210-3761-1,-IA,-1B,-1C,-2,and-2A from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMAICSA 101/LS.2/A440-2005,and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS-641A,signed and sealed by Lucas A.Turner, P.E.on 12/7/2011 Installation: Units must be installed according to approval document CWS-641A. Limitations of Use: This product: • May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and.36 3/16"x 9T'Sidelite sizes,with glass types and max.glass daylight sizes as shown in CWS-641A • Achieves design pressures of+/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas(formerly Sen"Glas Plus or SGP)Interlayer per Miami- Dade N.O.A.#11-0624.02 • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#11-0624.01 • Requires Milffon rigid PVC flame extrusions per Miami-Dade N.O.A.##11-0830.09 • Anchors indicated in CWS-641A shall be pan or hex head type and shall have a head or washer(integrated or separate)diameter of 0.420"min, Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturitug or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. ••• ••• • • • • • •• - + No `a'u''L41 "jSp+.P • ••• ••• ;• - 12/7/11 •• •• • ••• • • w Lucas A.Turner,P.E. ••• • ••• i• i Z STATS OF „ Jnr' FL PE#58201 � s4t R I� ea +1'r Lucas A.Tumor,P.E. 201,10-27 17:53-05:00•• • ��#' �. ;0 R t .6`yN • • • • • • • • �';'f � O mat i i • i i•i i i • i ��t�RRF70W��`# • •• •• • • • •• •• ••• • • • ••• • • PVC IMPACT.B„EQUIREIVIRM 40°MAX SINGLE- 79°MAX FRENCH DOOR WIDTH DOOR WIDTH 37,W 3T 819° 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE PANEL WIDTH PANEL WIDTH FLORIDA BUILDING-CODE,CURRENT EDITION. 26 StO° 28 Ste° 2.GLAZING DETAIL'(811:11 SHEET 6) GLASS DLO GLASS DLO S.APPROVED CONFIGURATIONS:SINGLE OUTSWNO.SINGLE OUTSWING W/SIDELITEM). A i LC. FRENCH DOOR(%FRENCH DOOR(S)WISIDEUTEM$IDEiXM NON ATTACHED 8-1I/2° 4.LOCK OPTIONS: ) UNIT "UPTO go, ' 20° TOM7C B.MORTISE LOCK W!RE Wl�(2)INTERIINTERIOR OR PLUSH OUSH LT((HHANOLS SET NDLE SET 038-) 34-) HEIGHT • •• - _ HEIGHT C.MULTIPOINT(4PT)(HANDLE SET 0347). • • • • *ABOVE VW: ••••• • • • 000 I i A.MULTIPOSNT(6PTXHANDLE SET 44 34'9. • • • 96 3/18° •••••• �/ }[ 6.DESIGN PRESSURES •• •• 96 3119°• • „ PANEL -NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM • PANEL B i • Xi B D D HEIGHT E•13� • HEIGHT • ••••I FLUSHi .POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION TEST BO PRESSURE,AND GLASS TABLES ASTM E-1300. • ••• • • • • • MANTEL S.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED N THE'DESIGN.OF THIS. SEE • •••• SEE 84 M PRODUM-BEE.SHEETS 11-14 FOR INSTALLATION DETAIL.WIND LOAD DURATION FACTOR •• i•• GLASS NOTE 4 ••• NOTE 4 DL Cd=1.9 WA8'USED FOR WOOD ANCHORCALCLfLATtON8. ® ••• •I • ••iS 1/Z" 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE • • •• ••• •• � • � C 8.ALL FRAMES ARE TIERO ED TOGETHER. PROCESSED AND SCREWEDTOGETHER.VENTS ARE PROCESSED.AWD • • . t"(WDOOR FRENCH DOOR • ••• • •• S.REFERENCE TEST REPORTS:NCTL-210-3791-1,9A,10.1'C.2.PA ROTE:HNOeS�PIICNGS ARE • • • 36 3116"MAX UNIT WIDTH •s •• S 1/2°OOM ENDS AND A M70Lc3F N CENTER FOR S1°TO 97° 33 5W SIDELITE WIDTH 10.1%0r2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY UNIT HEfGFF11YY TRANSFERAL LOADS TO STRUCTURE,BUCK OR'FRAMING IS RESPONSIBILITY OF ARCHITECT 22 618°GLASS DLO OR ENGINEER OF RECORD 11.SERIES/MODEL DESIGNATION:SD-8700,FD•8760,SLT-6710 12.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 97"MAX _ 13.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO-SE-THROWN DURING SEVERE WEATHER. UNIT HEIGHT 14.QUALIFIED ALTERNATIVE LOCKSET 1 OEADSOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 1S.MAX PANEL WIDTHS APPLY TO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 94 6/S° F Q F $IDEUTE 10.THEDESIGNATION%AND'O STAND FOR THE'FOLLOWING:%=OPERABLEDOOR HEIGHT 0=FIXED PANEL i DESIGN PRESSORE RATING �7I) �S LUCAS A.TUR FL P.E.68201 A UPDATED PER 201078C 9 9 11 4/20 9 9 DL ��dunrery�rrr E �� P.•�1 °41'•. t4 r. TABLE OF CONTENTS Q r NG 58201 ;-p S 1900 SW 44TH AVE; GENERAL NOTES&EL.EVAT)ONS.»..1-3 31DELITEA * OCALA,FLORIDA 34474 ANCHOR DETAIL&NOTES..............A �� C ro: z, ` GENERAL NOTES&EL@VAnow-IMPACT GLAZING DETAIL....__............... ..,..5 Lq A.Tm .PB. 2011-18-0709:9&0600 So' STATE OF •IV+' SECTION VIEWS.............................8-6 11407/11 ~0 N. P•'�� 5700.87 w+v� :ADE 121972011 BOM.....................................................9 PROPWTMVA=0CW0ENrAL . S F, a. EXTRUSIONS.._...........»»...................10 7HEINFCRM4TIpNCONTAMEDINTHIBGRAWMKIRiTHE9bCEPROPERTYOFg18TOta �•r4°y; �f oRL:PVCSWINGDOOR CW$-641. OR ASINSTALLATION DETAILS...._.......... 11-14 taN� ersT n le ler ffP�rr ,ep�,ilri��{ Ev A ��: 1 OF-14 161318'MAXUNITWIDTH 1163116"MAXUNITWIDTH 36 3116"MAX 79"MAX 36 3118"MAX 79"MAX SIDELITE WIDTH FRENCH DOOR WIDTH SIDELITE W IDTH FRENCH DOOR WIDTH 33 618" 37 618"MAX 33 616" 37010, PANEL WIDTH PANEL WID PANEL WIDTH DOOR WIDTH 9T°MAX % • \ % ` 9T MAX D UNIT Un N1T• •• V-147- 12 HEIGHT • • HEIdFf• •••••• •• ••• 8"• • � v v 96 3H8" 94.618" X 96 NEL • SIpELIM s s A !� PANEL SIDELITE X HEIGHT • H€fGHT •• •• Fwsm HEIGHT HEIGHT fl us►I •• ••• • • BOLT BOLT • ••• • • 83618` •• " 84 VIS' 83 5V ON INACTM DOOR PANEL SIDELITE 84 3116" • • •• •SIDELITE•• •• SEE PANEL GLASS DL GLASS SEE IPANEL DOOR PANE • ••• s NOTE 4 DLO NOTE 4 GLASS DLO • • •:• ••LO • • '/SHT1 % Iff jSHT1 / •• ••• ' 11 1- Illf- 26 518" © 22 616" C •• ••• :0. • •••@OL49S DLO GLASS DLO i 4 GLASS DLO • 12 • • • ••• • •• FRENCH DOOR W/SIDELITES •• ••• •••• SIDELITE W/FRENCH DOOR • • •••• 76311(r MAXUNITWIDTH— BILL 36 3H6"MAX 40"MAX SIDEUT'E WIDTH. SINGLE DOOR WIDTH 33 518" 37 618' HEAD PANEL WIDTH DOOR WIDTH Or MAX F % �: g 00 UNIT 13 14 HEIGHT DESIGN PRESSURE RATING X70 84 g/g• X 96 3116" SIDELnrz PANEL HEIGHT HEIGHT LUCASA.7 FL.P.E.68201 A UPDATED PER 2010 FBC 11114=11 88 618" EE BDOOR PANEL UL FRAMES ARE' �o� ` �willijr .l $IDELITE Tf✓! IAC..-. 24 GLASS OTE GLASS DLO )MECHANICALLY FASTENEDDLLO 9`r �cBNs.''".R . 18u: No 38201 1.0 11 1800 SW 44TH AVE. R 4 *s OGALA FLORIDA 34474 ;,TATE OF 411 r` ELEVATIONS S©"W/PLUSFI BOLTS-IMPACT 13 fW: Es: sawn Ems.ADE ATF: 12MI2011 22618. 11 28 5i8" pwool ,unAND oot•roeNry� 12/07/11 �- •.•� ,��rr.2�r 87008760 GLASS DLO GLASS DLO �i�RMwwam8Y8++T�IOAdNBCO IN THS DRAW=19THISMIEPROPM WCuaron� '�yS'S`�R1`'�',yQ�'fi L'PVOSWINGDOOR :�� NP:CWS-941 WRNPEAMSBIDF C{J$MA�ww¢aao INav Poas.�nv�� B�rtD. �e�t fit 011 5vti� A 5"ger. 2 OF 14 SIDELITE W/SINGLE DOOR 40"MAX 79'MAX FRENCH DOOR WIDTH 383118°•MAX SINGLE DOOR WIDTH 37 518• SINGLE DOOR WIDTH 37 518' PANEL WIDTH 33 M PANP1 WIDTH IDELITID 28 Sre' 2e 518• 26.818' 22 818• iLA88 DL LASS DL LASS DL LASS DL 8112" 81' r 81° MAX MAX UNIT FLUS �27161 18" FLUSH 78 B/e" UNIT HEIGHT BOLT 793116 BOLT SIDELITE HEIGHT r� DOOR 81° 7®3108e• PANEL X X MAX HEIGHT :••••: PANEL • •: HEIGHT 683118' HEIGHT • APAN �• DOOR PANEL 67 518° •• •s• • 68 SEE• GLASS DLLO SEE 8lDEUTE DOOa, NOTE 4, GLASS GLA ! SHT1 DLO • • • 1 i 118112° •• :•• �DOOR FRENCH DOOR SIDELITE 0000••• • ose• • • sees 112318°MAX UNIT WIDTH • • NOTE:HINGE SPACINGS ARE 8 IM FROM ENDS • •• .... AND A MAX OF 215110'ON CENTER FOR UPTO SB 311®`MAX MAX •• ••• •• ••000 sees 81°UNIT FIFJGHT. SIDELITE W IDTH 37 818° SINGLE DOOR WIDTH 33 818' HPANELWIDTH. PANWIDT •• ••• ••e••• 1513/0'MAX UNIT WIDTH 81" j •••• MAX 79°MAX FRENCH DOOR WIDTH UNIT [NTE 3606"MAX HEIGHT 793118" SIDELITE WIDTH 37 ° 78 SW DOOR 33OW ANEL WIDTH' SIDELITE O Q PANEL PANEL WIDTH HEIGHT HEIGHT 8!la % r \ 67 W8° 86 3M8° SIDELITE DOOR PANEL GLASS DLO UN FLUSH DGLASS / r. HEIGHT BOLT 78 She° DOOR 78 518° PANEL SIDELR X Ll O HEIGHT 22 5/8° 28 SW HEIGHT O GLASS DLO CLASS DL0 683118" 67 516• DOOR PANE SIDELITE-DOORSIDELME SID GLASS DLO A UPDATED PER 201G FBC 11/141201.1 GLASS E a; A.TURNER,FL P.E.6620i DLO / { ; tttpavenr yr 22618° 25 6V r�iCtr•°v�Hit.°�;•.R� +sr� 't �:l.c GLASS DLO GLASS DLO r N6 58201 *.-A% 1900 SW 44TH AVE FRENCH DOOR W/SIDELITES * ocALa FLORIDA 34474 y x� •A[� ELEVATIONS 68 W/FLUSH BOLTS-IMPACT i GHQ BTATI° 46 WU►� R;� avaar:.ADE n 1202G11 DESIGN PRESSURE E RATING naanrur +eoNruwEoniisawisaRovErenov�a�roen V�.'�+�aR; 8700ri780 CWS-A41 TILEWIN=rest:ntdMAWrtINTFUGcnorinaPaaroRAeamaPM"Crnrtn� �tySpQNA4� tea PVCSWmG'DOOR ' ±70 wR rar +vAreaior+w�cuerorawnmowaver�ra®iax.iavaoi+isrrm. irrt�y,µs A 30F-14 I ' MIOSPAN 4° EXTRRAANCHORS 4' 4' " SEE NOTE 02 REQUIRED IN WOOD 2" 2" 3°MAX—] AX ONS 4 4° 2• INSTALLATI 4° 4' MIDSPAN III MAX MIDSPAN 8°MAX F 2-. 4r 6 6"MAX MAX 4• 8'I MAX 7°MAX 1T j r O.C.;�)^ -_- , + , ANCH THFZU 17°MAI �X HINGE MAX O.C. • • i• • • 0.0i{1YP) •a •a• • i • • • • • I 21 SMA" •• aa• •� • MAX •• •a• • a • • •a• • • 41 • aa• ' •• - • • SEE NOTE#2 j _ .aaaa. • • i •• i •a ODELITEE• a• DOOR SIDELITE 0:0 •a • •a •• DELITE DOOR DOOR SIDELITE NOTES: •••••• SI ' •aa• 1. 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. i 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.'MAX ALLOWABLE SHIM STACK TO BE 110:USE SHIMS WHERE SPACE GREATER THAN 1118°IS PRESENT. i 3.LOAD BEARING SHIMS SHALIL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4.114°DIA TT�ENE RY ANCHOR MUST BE OF SUFFICIENT LENGTH TO ACH[EVE A MIN.EMBEDMENT OF 1 iW INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 2112'SHALL GRIEVETION. S.#12 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF I aW INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 1°$HALL BE ACHIEVED IN ANY DIRECTION 8.#10 WOOD SCREWS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 318°INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 718°SHAD.SE ACHIEVED M ANY DIRECTION. 3118°DIA, ITW TAPCON MASONRY ANCHORS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 114°'ONTO MASONRY.A MINIMUM EDGE DISTANCE OF F 11.18':SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER DISTANCE OF 213118"SHALL.BE ACHIEVED. 7.ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSICN RESISTANT MATERIAL OR 0QATING. DISSIMILAR METALS OR M1(TERMLS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. S.INSTALLATION ANCHORS 94ALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A.TURNK FL P.E$8201 A UPDATE?D'PE R 2010:FBC 11114!2011 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. � o Utr►rrrp I OOREW 9.INSTALLATION A.WOE N MUM BPEC)F CI GRAVFOR ITY O G PRODUCTS 8 HEREINEARRN PIIS GREATER)ON TE MATERIAL WITH THE FOLLOWING PROPERTIES: x%f B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3200 PSI. �+t No b8�01 °t p+ 1900 SW 44ti•H RLE. C.MASONRY•STRENGTH CONFORMANCE TO ASTM C.90,GRADE N.TYPE 1(OR GREATEN * $ OCALA,FL RADA, 34474 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE yy -aEi • o ANCROR'SCHEDULE&NOTES-NON IMPACT OF INSTALLATION$HALL BE DONE BY OTHERS IN ACCORDANCE ;�z 9 STATE OF ?tp lZ REFERENCE dy+. Cw�s: R'W ro ' ADE A 121331201'1: FWITH THE WAAMA100 FNWIVNERBIIDN OF THE),FKWAAMA200ING THE(FLANGE INDOWSDOL:UMENTB: 12/07/11 8700 7G0 DDom�++ PRoraSrAarumowsouFxTw it CLI ;VC HEtNFOMATCNCCKTAMMINT DRAY Mf.$TMSoLEPROPEMCFCMW �s+�81 �,• � •a` PVC , ING DOOR "CW6 1 winromvarsrs.wanNYRmROOucna�sNaaatoRnSnwraEwmlournse IyNA� . a� 1111v LSTM: wRrtr&ttPoamseiONOFcvsrotrwlNDwsysTEe�S,waaPRa�+mrreo. rrgltf:e». A 4OF-14. i RWURED GLASS TYPE WUrH FIGHT MAX SIDELII'E MAX SINGLE MAX FRENCH 1'OVERALL 1"OVERALL 81"MAX THEA TYPEA TYPEA 3116"TEMPERED 3116'TEMPERED 87'MAX TYPES TYPES TYPES 6116"AIRSPACE 3AB"AIRSPACE 112'LAMI 7118'LAN 3118'ANNEALED GLASS 3118 ANNEALED GLASS • 00— .106 DUPONT PVB INTERLAYER .080 SENTRY GLASS IONOPL.AST INTERLAYER • • 316"ANNEALED GLASS 3116"ANNEALED GLASS • i •Ma SIKAFLEX 682 or1 81KA-SIKAFLEX 352 or • •••• • •• •NE4Ij(EL-PURFECT GLAZE-WHENKEL-PURFECT GLAZE"N' • •• • 314"@LASS SITE 314'GLASS SITE • •••••• •••••• •• Aso.. : •••• 10 • • 1 y LUDAS A.TURNEFL FL.P.E.88201 A UPDATED PER 2010 FBC 11/1412011 sstnu�rrj u-u Vii r�`'sst1OL�4N��ti /l � w t No 88201 ..-AS 1800 SW 44TH AVE. LFLG*:.OCALA,FLORIDA 34474 FULL SIZE ULL SIZE �� r : Z GLAZING GLASS TYPE A GLASS TYPE B sTeTe os= r+rr' s tawrJr I. 40; 8700-8750 ADE 1PA12011 _ rKa�roeraerumaonaoaxn+� 1v07ni '.�'.'�gaa,o��.r aos�: wwwON symm,DM RrrreN Acusr�ora N IN MU rrre �• �C3hik� �~ PVC SWING DOOR e: 1:1 CW3 841 A h'FFT' SOF 14 64 7 7 �•✓ rp' 0^'3 1 d 1 INTERLOR •••• • •••••• 4 • SECTION VIEW B-B •••••• • •••••• • • • 30 INTERIOR ALTERNATE 1 ALTERNATE.2 1 MORTISE.LOCK W/FLUSH BOLT MULTIPOINT LACK 4 8 � ' LUCAS A TURtER FL P.E 66201PAU� TEDPER 2010'FBC' 11!14/2011 ITEMS NOT SHOWN FOR CLARITY �� Raw'..�8NNP 56241 ':7' 44TKAVE. !TERAS NOT USED IN VERSION SHOWN: s ,FLORIDA 34474 .�_�� 2,3,8,8,18,18,28-28,90.34,�d0,43.62,83,80,82,86,68,72,78 •�.e 4, ?,ti� SECTION'VIEW-SINOLE_DOOR Q 71 f 'w!',�Oy 6TATE O� a � R1E9:B7QO-BTSD RA Np :ADE A7L: iZ/J/2U11 Pgmraaraxneomuc»neL 12!07/11 'Ir,�,R NTS o.No.CWS-641 14 w6m�owsYst�etsauc Rbuarrara�akr6°Asaw ours '�+Sf.0A1JK1. �0 RVC SWING DOOR �v. a r: 'SECTION VIEW AA wRrr�u Rrmes n�cusraA+wnmowsrsreMs,ux.rer nsrr®. j�nrrn,+rN '• A 6.OF 14 !mss 6 . 7 14 7 --s ..-�-•�-•` 18 3 1 18 e 1 41 1 • q 4 , 1 4 • • • 18 1 0000•• • • • • •• 4H 1 1 0000•• •• •• • • • 0000• • 0000•• 0000• •• •• 0000 • 30 g 5 • • • 0 0000 1 ••••• • • 0000•• 0000•• •• - •0000• 1 • • .00.• 36 •• ••• ••••• •INTERRIR SECTION VIEW D-D 3 1 6 ITEMS NOT SHOWN FOR CLARITY: 0 10.12,13,16-17,22,26-28,36-38,43,54,67 8 ITEMS NOT USED IN VERSION SHOWN: 8 8,8,16,18,26,40,42,45,48,48,62,63,66,80,74,78 LUCAS A TURNER FL.P.E.58201 A UPDATED'PER 2010 FOC 1111412011 ��{{{IIRPlrrrrrr/ RE11r 14 ' *201 :* OCALA,FLORIDA 34474 SECTION VIEW C-C Ilk SECTION VIEW-FRENCH DOOR �9 BThTE CE :4i: 3E Ec: raa mar:ADE 12H5/2011 PROWErARYA t•COMMOM 12107/11 o.*. , o I O p �,�sv taF+ 8700 8750 �.W �N FOWAAM�c�� P �� O=TMysgf�•P•y81'+ty PVC SWING DOOR NTS CWS$41 wart•a taroN cF twarow vnnmrna sysres+a,nac. vRor®rren 4r+rrti jii s+H++ A i a r 7 OF 14 Sg 53 •• 9 INTER10 4 •Soso• 000 ' SSSS•• • • s 4 0000• 0 008060 S• s3 . ... 9 4 0 ..... *8000 S• : .•••••. SECTION VIEW F-F a SEALANT APPLIED TO • • • • •••• 1 ADJOINING FACES s• o•• • BY INSTALLER • • •os• • •- • S• • 3 • • • #10 HEX WASHER HEAD TEK •• ••• • • • • JOINING DOOR FRAME TO • o • SIDELTTE. AND INTERIOR 17°MAX ON CENTER.BOTTOM t ' SEALANT APPUED TO V ADJOINING FACES BY INSTALLER N10-24 x 1-3l4'TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. 5 (SEE PAGE 1,3 FOR HINGE SPACING) 8 LUCAS A.TURNM FL RE 58201 A UPDATED PER 2010 FBC 11N4/2011 9 ITEMS NOT SHOWN FOR CLARITY: �•�` �9 N fi•.{+,pp__G, 1 Ci 10,11,18,22,28,43,8? 'w. E v f No 56'1171 �� 1900 SW 44TH AVE. ITEMS NOT USED IN VERSION SHOWN: *¢ _ OCALA FLORIDA 34474 1-3,8,7,8-18,17,18,20,21,23„24,28,27,38-39,41,44-46,48-52,84-58, a •q� SECTIONVIEW-SIDELITE 58-81,83.71,74,-78Z- fid: $TATE 11dd71l1' �`iOfi=� p '�`` ��s 8700-8760 ADE 1Q 12(512011 rm>Pwsraaracm a . KrnL "i 4I`'•.;o R 5�,••'•'� ' oDR o. v wo.�INTH18OM rw[a THE w�[+o[RwmiCUSMaurne ��y°��''•�•�•• �`�, PVCSWINGDOOR NTS 4CWS-941 3ECTIONVIEWE-E wwrreNr �[aeallocwsror�w g&SYSr�s.wc.[ertOMWrFa. Digi A��y�� A 80F14 ............... ................ 1A 5'11 lazlML-Um I A fiCIL �A=�l Dial M laulm WE A "Mam I MMML-tl�l Im El"Mum ELMI-17LIWIML�--y ' F "k 191W U�cf \ = Urwa�z MUMMIvinif"Im WAIBZUJ C-,,j . MaauLm Magma, �'�_' ''' [c►i':F��uI- +p I '� Ll�?i:11a�d•7F�Itl� ��► ��a •��,{�6'Ia�;t1F3F�faiMf� I7�V1Fu��_l � 11� Our,-gm LAWT -:1 Yl. . .......... mY X1001 ROM LUUA mill . -: -MLLJL-Zzm OLE LU"-. ILI -.1 - – — VISION W A L2M- - I CI M- A ��MUMAIIA�lll�--M W 1—M m Kj M,YA 0 R m Was",'A -4,;: lills Milk WAM AM 49/16" ora 1.760 2314" 318 718;1 iff 17118° 1/18• " 7/18° DRIP CAP-1817 SIDELITE COVER-1816 DOOR HEAD-1833 1 4 5116° 1 6.500 - 2 1 16/'16" 508 • •1sl1�6• 314• 69 1116" 360 • • •• 062 • • • • FILLER-17 • •••• • • F R 84 • • • •••• • • 11116• REINFORCEMENT-1867 BASESWEE -1915 7/B• LW Fh • • •• ••ice 2el8" DOOR SILL-1878 PVC DOOR PANEL-6083 • •••• •• •• 118° INSERT,INACTIVE PNL-1849 19118"1 • • • • • 1116' •••• •••• •••••• 9178° • • +1.470 1316" •••• • •••• 9(18" • • • • •••• INSERT,BACK-1885 •••• 48/16• as• 6 4 6J18° • ••• •• --071 i••• 7118" INSERT,FRONT-1864 .818 2.938 • • • • 0,0* 3 1.077 3 ••• 7 PVC GLAZING BEAD-8084 618'°•�--� ! DOOR JAMB 1880 REINFORCEMENT-1661 REINFORCEMENT-1968: 1 112"1 I I -'-9-118' 4 8118' I+ 1.470 2.437 HEAD COVER-1640 T 076 D 4 g .070 1116' 3149 21/2' 711.6° 2938 THRESHOLD-1783 t311�s� 1116• REINFORCEMENT-1882 DRIP COVER-1916 SIDELTE.1881 g REINFORCEMENT-1880 4 9118" LUCAS A.TURNE FL.P.E.5=1 A UPDATED PER 2010 FBC 11/1412011 .060 ;;rtjsssrrerstr 7 2• �as� �,I�CJREGt�•p++b Ale 2.281 Ne $ 9SW2116• O0044TH AVE. s ,FLORIDA 34V4-7`4 0ASTRAGAL COVER-1858 L[Vnn- x+•� a` R EXTRUSIONS-IMPACT FRAME COVER-1808 r. STATE OF Ot C Raz: Fr3AWN MArsSIDELITEf1800 Paa�a��urrax000NrPa 12/07/11. •�'•'`•,rCP�'o�"` 87008750 ADE 12/5/2011 8 ntaea�nenTr +eavrAINEVINTMIJMMNorenE8=P0Pff"GFGU9r0M 4'id`VMUVVMWffTFM ,y;••Q::4••'eL�o�� 'G0 'PVCSWtNLaDOOR 1� 'CW&641 NOTEALL EXTRUSIONS ARE 6061-TB ALUMINUMINI NPE B[IoNOFFcu %nN=W "TE 8°e��s r �r+rQNA4 rr4� TTER: A •-- • 10 OF 14 INSTAL TION ANCHOR, SEALANT BETWEEN BUCK 1/4°=NRYANCHORICJ ANDOPENINGBYOTHERS 2-= CONCRETEIMASONRY MIN EDGE DIST,[C[ d+pp dip d d�P d'd�d� 'p p BY OTHERS EXTERIOR FINISH BY OTHERS 1114'MIN. 1 BY:WOOD BUCK EMBEDMENT IC] BY-OTHERS.(A) JL4!MAX SHIM[81 PERIMETER S I 0' 314°MAX SHIM 1131 1 114"MIN. • BY 1N3TALLE*•0 •• EMBEDMENT[C] • • • 1 BY WOOD BUCK BY OTHERS. •• ••• • • FRAME MEMBERS MUST BE FULLY CONTINUOUS DOUBLE 9118"BEADS OF SEALANT— SUPPORTED. • SUPPORTED.►A1 AROUND PERIMETER AT ALL INDICATED < ' • • • POINTS BETWEEN FRAME AND'SILL q• INSTALLATION ANCHOR, •• 009 • •• BY INSTALLER' °+a 114°MASONRYANCHOR.]C] • • • CONTINUOUS DOUBLE 3118°BEADS OF SEALANT P •• :•• 0000 • • AROUND PERIMETER AT ALL INDICATED • •s• • 000 POINTS BETWEEN FRAME AND BILL • INSTALLATION ANCHOR •••••• • BYINSTALLER9118"FLAT MASONRYAN CHOR ••• —7 THROUGHHINGE..]E] 4e 2 1/2'MIN •• ••• •• 7 `I • < EDGE DIST,101 i e • e • • li1LY131Y13 •••• - SEALANT BETWEEN PERIMETER SEALANT BUCK AND OPENING BY INSTALLER, BY OTHERS EXTERIOR FIMSH 1 1/4"MIN. BY OTHERS EMBEDMENT[C] ®HORIZONTAL SEC710N E(M SONRY) REFERENCE NOTES: i INSTALLATION ANCHOR, 1/4"DIA.MASONRY ANCHOR[C] ISEPNOTE SEE NOTE 10,SHY 1 r SEE NOTE 2&S,8HT 4 9,8HT 4 IL JI AROUND•OUPERIMETER AT AS DOUBLE LL INOTEDT [e7 BEE NOTE S.SHT4 T POINTS BETWEEN FRAME AND SILL r BY INSTALLER. A LIPDATED'PER 2010 FBC 11/14@011 I LUCASA.TWRNER FL.P.E.6820t CONCREIEJMASONRY �a�witttlotts", + PERIMETERSEALUANT BYOT'HERS e°a I+..•FRC •••••.,r(/4 BY INSTALLER 4�� ;.!�{O p WSF'•.;�'��'�. J: g e b b 93 �•.z INo 58209 :105: 1800 3N/44TH AVE 4 Ak�S 9 s n p 9's a `4*? S OCALA,FLORIDA :34474 II 9 p 1114'MIN. A: IA . I+- EMBEDMMTICI �� 91.. BT.ATE aF d '��DETAIL(DOOR)IN 1 BY BUCK•IMPACT y 1n•MIN rk s,0700-0760 RANWwesr:ADE PAM 12/5/2011 EDGE DIST. 11J07/11 •;goA1t;F�ty?�4�~ °S:PVCSWINGDOOR' NTS `CWS844 TICALBECTION TrtEnvrorm�ArrowCOWAfN tNTt+ MAWMGIBTMES=P4VTdmoFCLXMM SS WIw06tN 8Y8�EMS,RIC.ANY(�RQQ27tItOw PART�t A9AWWOLEV9RHOUI'TF4 -+rlh.r®I►Ail.�^�\�� et-LETFER; HSQT: FRAME<MABO vvRm�wPa•aiswavoFeustoeewrt+uotwa srBre.iwc.�Fwow•irso. +i+ylgln�4 A 11 OF '14 INSTALLATIOWANCHOR, i MIN. #12 WOOD ANCHOR.ID] EDGE DIST.ID] EXTERIOR FINISHge EMBEDMENT.ID] EMBEDMENT[ 93 EMIN. BY OTHER3 { I MBD] e� 2 BY WOOD BUCK 19"MAX.SHIM[B] 114=MAXBHIM[B] BY OTHERS.JAI PERIMETER JFAL2 BYINSTALLER • • •s• • D • 213Y WOOD BUCK BY OTHERS. ,'MIN. •f•••• • • • • FRAME MEMBERS MUS BE FULLY •••••• • SUPPORTED,[A] EDGE DIST.� Pf • • •i CONTINUOUS DOUBLE 3118°BEADS OF SEALANT CONTINUOUS DOUBLE 311W BEADS OF SEALANT • AROUND PERIMETER AT ALL INDICATED AROUND PERIMETER AT ALL INDICATED •• ••• • •s • POINTS BETWEEN FRAME AND SILL POINTS BETWEEN FRAME AND SILL • • • • BY INSTALLER. BY INSTALLER INSTALLATION ANCHOR •••f• •••• • ••w • • 012 WOOD ANCHOR.IDJ •••••• • � INSTALLATION ANCHOR, • • • • HINGE ATTACHMENT,#10 •• ••• •• ?i • WOOD SCREW.[E] • ••• • • g •• ••• •••• • • V G7^S �q q • • INMIORoby 9 "_MIN. PERIMETER SEALANT EMBEDMENT[D] BYINSTALLER EXTERIOR FINISH SY OTHERS neFeReNce Norea: SEE NOTE 10,SHT i INSTALLATION ANCHOR, HORIZONTAL SECTION SEE NOTE 463,SMT 4 114'DUL MASONRY ANCHOR IC] DOD] �C SEE NOTE 4,SMT 4 SEE NOTE S.SMT 4 SEE NOTE 8,SW 4 CONTINUOUS DOUBLE 3!18'BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER LUCAB A.TURNER,FL P.E.58201 A UPDATED PER 2010 FBC 1111412011 00NCRETEA4ASONRY +0++�1 R�yt,I��ri�j PERIMETER SEALANT BY OTHERSBYINSTALLER `,•�� 4`G.E«A+I.�`P r•+,, r�O-SW 944TH AVE. a bq p, gb'p °1'� p 4 e �+� p 6 i* OCALA,FLORIDA 34474 I+ MI 2 y2•MIN. EMBEDMENT[C] 7,11 a p ANCHOR DETAIL(DOOR)IN 2 BY BUCK-IMPACT MME DIST.[CJ ��• TATE OF a, C 8700-8750 45a r`ADE �a � 121512011 VERT{CAt SECTION Tiff m FwaranaN cavrauie�n nviwe onnwrt►cxa 18 TM as a rRoaEaiv7ia157oMt yro -.,;.o ID,:; y�a� u. RAMS J wirIow •COWA� DWTMxnVING18TMaMawMaswOFCUS s � .. PVC3WINGDOOR NTS -CW w0rrreup sarorooaeusroeawweewaysree�s.rtuc.Isar:orumreo. flit + t�rat: A 120F14 N INST yy1/yyTION ANCHOR, SEALANT BETWEEN BUCK 114"MASONRY ANCHOR[C] AND OPENING BY OTHERS 1 x MIN. EDGE MIN 61ST.(C] P d;p"hy d�'d'd:d rP d' EMBEDMENT[G] od'�.. dear D CONCRETEtMASONRY BYOTHERB EXTERIOR FINISH— . _ 1 BY WOOD BUCK BY OTHERS SY OTHERS.FRAME MEMBERS L��TOTv!N� UCK MUST BE FULLY SUPPORTED.[A] [Al �^ PERIMETER ,, 7C4.MAX SHIM[BI ]14°MAX SHIM[e] BY INSTALLE • _• 'MIN i• ••i ••• • • EMBEDMENT[C] ••Sao* • • CONTINUOUS DOUBLE 3118"BEADS OF SEALANT INSTALLATION ANCHOR • • • AROUND PERIMETER AT ALL INDICATED CONTINUOUS DOUBLE 3118'BEADS OF SEALANT 1N4"MASONRY ANCHOR.(C] • POINTS BETWEEN FRAME AND SILL AROUND PERIMETER AT ALL INDICATED •• ••• • •• BY INSTALLER. POINTS BETWEEN FRAME AND SILL • • • BY INSTALLER. o�e • ••• •••• ••• • 4. ! ••• • •••• 6`�4 e •• ••• • • ••!! q`e4' 2112"MIN • • • ••• �' a e EDGE DIST.[Cl SRI R 0 • M (N SEALANT BETWEEN BUCK AND OPENING PERIMETER SEALANT BY OTHERS- BYINSTALLER — EXTERIOR FINISH BY OTHERS VERTICAL SECTION REFERENCE NOTEB: \.WV-KAM SONRY] [Al SEE NOTE 10.SWT 1 INSTALLATION ANCHOR, (GI(CST]SEE aNOOTE 2 4,BHT 4 1W DIA.MASONRY ANCHOR[C] [D]SEE NOTE 6,8HT 4 [ SEE NOTE 8,SHT 4 CONTINUOUS DOUBLE 3118"BEADS OF SEALANT AROUND PERIMETER At ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. LUCAS A.TURNER,FL.PA-50011 A VPDATED PffR 2010 FBC 1111Q12011 PERIMETER SEALANT BOTHER RS ETEMASONRY �-,*, _2R I[..��e, BYINSTALLER ��++� r•,�GB�tsF•�43�.�� ; .. a 1g 47 i No 50201 1900 SW 44TH AVE. A.. q>a- '1' °s'6 a�'d Sb ,� OCALA,FLORIDA '34474 g 6 a a a 1 1!4"MIN. IS 9 * " ANCHOR DETAIL ISIDELTTE IN 1 BY 13UCK-IMPACT EMBEDMENT ] 3.9 STATE OE i I.- 2112 MIN. �' ��- EDGE DIST.[C] � 'yQ,oy'�+o P aSy�� "'FS-8700.8750 "f e:ADE r— 12t612011 12(512011 PROPMTAWnmwamTiorcoNr soMWD101CB�T14ES 6EPR6P8Rly QFOtISTOM •�'iS�'O Fl�ig.'�(?°`•� El.: W VERTICAL SECTION ♦ S F FVC SWING DOOR NTS CWS 841 FRAME MASO WR�RtENPERMW=OFFCUSTOOMMgOMW wSYST re,,NO, t arV0°�7He I�it�ryQris vol � ITE A Mi8E7: 13 OF 14 a INSTALLATION ANCHOR L'MIN,[D] , #12 WOOD ANCHOR[D] IF DIST. EXTERIORFINISH-�° o 1-w MIN. BY OTHERS EMBEDMENT[D] - r IM-MAX.SHIM[B] 1-=MIN. PERIMETER�EAL�ft`T EMBEDMENT[D] BY INSTALLER • 2 BY WOOD SUCK BY OTHER. • s so: • FRAME MEMBERS MUST BE FULLY 1L4 MAX SHIM[B]—+{ • • • • SUPPORTED.(A] sees•• � 1 •e ••• • • • • CONTINUOUS DOUBLE TIAL'BEADS OF SEALANT • • AROUND PERIMETER AT AL1 INDICATED 1 MIN.EDGE DIST.[D] •• ••• • •• POINTS BETWEEN FRAME AND SILL CONTINUOUS DOUBLE 3116"BEADS OF SEALANT • • • BYINSTALLER. AROUND PERIMETER AT ALL INDICATED • s•• •••• e •e POINTS BETWEEN FRAME AND SILL • INSTALLATION ANCHOR • BY INSTALLER. 1'112 WOOD ANCHOR.[D[ • ••• i sees •ss•s• • • • • • sees 2 BY WOOD BUCK •• ••• •• L BY OTHERS,(A] •• Does sees • • INTERIOR sees PERIMETER SEALANTge � BY.INSTALLER EXTERIOR FINISH BY OTHERS REFERENCE NOTES: CONTINUOUS DOUBLE 3116'BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED /FnVE AL SECTION LA]SEE NOTE &3,8HT 1 POINTS BETWEEN FRAME AND SILL FRAME(WOOD) Tel SEE NOTE2&S,81ir 4 BY INSTALLER. [[CL 8Ek NOTE 4,SHT4 `OI SEE NOTE 8,SNT 4 IM SEE NOTE IL Wfr 4 INSTALLATION ANCHOR, 114"DIA MASONRY ANCHOR[Cl CASA.TURNER PLP.E.88209 A UPDATED PER 2010 FBC 91/14/201 i 111141I/.Illn", PERIMETER SEALANT EFYOTHERS ONRY yU„"N BY INSTALLER n No 56201 -AS 1900 SW 44TH AVE: q pq• g e q o q a q p ZI W MIN. pt? * ,�9 OCALA,FLORIDA 34474 +- 2112•MIN• EMBEDMENT[C] Z r 9-D 6t "Tm ANCHOR DETAIL(SlDELITE !N 2 BY BUCK•IMPACT. EDGE DIST.[G] : j',,a 9YATE OF �r �,: uvu ev; ADE : '1275!2011 YeRTICAI.SE ON tr2 7NRotlawnON c araNeoP�ea�oRMD eW i �ovcan ousroa 12107/11 DIRDEMAL +ti S`A'�O A;9.'aN�` w0M:8700-8750 CALM S.�� 1 EEIMOOD�— WMMTHE ��B.�•��¢�T38�AWOPERTY F10t1rTfE r �'JONAL�4�`� PVC SWING DOOR NTS CWS-641 wfUTTEN aaesoNoacuaromrwou�wsrsrlrts.tNG.tBPRor�rreo. 'P�lrrnlieall� A 14 OF 44