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WS-18-726`,ygOREy `Q F�ORIDQ' Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit No. WS--18-726 Permit Type: Windows/Shutters ertI I tork ctassirrcation: Window/Door Repiacem Permit Status: APPROVED Parcel Number Issue Date: 3/2712018 1 Expiration: 09/23/2018 Applicant 358 NE 105 Street 1121360130030 Miami Shores, FL 33138- Block: Lot: RICARDO & CECILIA HEREDIA Owner Information RICARDO & CECILIA HEREDIA 358 NE 105 Street MIAMI SHORES FL 33138- 358 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792-4415 e of Work: REPLACE 3 IMPACT WINDOWS. SIZE FOR of Openings: 3 iitional Info: ssification: Residential inning: 3 Fees Due Amount CCF $0.00 DBPR Fee $0.00 DCA Fee $0.00 Education Surcharge $0.00 Permit Fee $130.00 Scanning Fee $3.00 Technology Fee $0.00 Total: $133.00 Phone (305)860-5873 Cell (305)588-6467 Valuation: $ 4,742.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-3-18-66862 03/21/2018 Credit Card $ 50.00 $ 83.00 03/27/2018 Credit Card $ 83.00 $ 0.00 In consideration of the issuance to me of this permit, I agree to pertaining thereto and in strict conformity with the plans, drawing , accepting this permit I assume responsibility for all work done by required for ELECTRICAL, PLUMBING, MECHANICAL, WINDO OWNERS AFFIDAVIT: I certify that all the foregoing i construction and zoning. Futhermore, I authorize the at; Available Inspections: Inspection Type: Window Door Attachment Final Review Building rform the work covered hereunder in compliance with all ordinances and regulations ments or specifications submitted to the proper authorities of Miami Shores Village. In er myself, my agent, servants, or employes. I understand that separate permits are ORS, ROOFING and SWIMMING POOL work. tit all work will be done in compliance with all applicable laws regulating the work stated. March 27, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy March 27, 2018 1 Miami Shores Village Building Department �\ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 W� BUILDING PERMIT APPLICATION OBUILDING ❑ ELECTRIC ❑ ROOFING X D FBC 201-1 Master Permit No.LVS-'S _ 4 -7Z 6 Sub Permit No. ❑ REVISION 0 EXTENSION [:]RENEWAL F—IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3S J AV /o -s— �f Folio/ Occupancy Type: Load: 30 '2313r the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): IG�� 11�/t°� Phone#: Address: 3S g NC ld,� sj r'cq I( jael 'Sh bi /s City: MIAMI SHORES State: FLORIDA Zip: 33 1 3 (r Tenant/Lessee Name: N/A Phone#: N/A Email: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT ASSOCIATES Phone#: 9547924415 Address: 3044 SW 42 STREET W(,�41p --?t'5G 3, _ y9, 1 City: HOLLYWOOD State: FLORIDA Zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: State Certification or Registration #: CGC061890 Certificate of Competency #: N/A DESIGNER: Architect/Engineer: N/A Phone#: N/A Address: N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit: $ 19,602 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ■❑ Repair/Replace ❑ Demolition Description of Work: rC 'C�=b5; o P;-t- "j Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address City N/A kiV1 State N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A Zip N/A 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,Tb 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 approved and a reinspection fee will be charged. Signature ��4 OWNER or ENT The foregoing instrument was acknowledged before me this day of. .20 15 by who is onally know o me or who has produced identification and who did take an oath. NOTADV Di IRI ir - Sign Prin, Seal as Signatu e CONTRACTOR The foregoing instrument was acknowledged before me this C/ day of 7�� 20 C� by ,who ieonally kn n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: G ' Print: MY COMMISSION 8 GG095745 EXPIRES April 19, 2021 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS-3-18-726 Permit Type: Windows/Shutters Pen "tork Classification: Window/Door Replacem Permit Status: APPROVED issue Date: 3/27/2018 1 Expiration: 09/23/2018 Project Address Parcel Number Applicant 358 NE 105 Street 1121360130030 Miami Shores, FL 33138- Block: Lot: RICARDO & CECILIA HEREDIA Owner Information Address Phone Cell RICARDO & CECILIA HEREDIA 358 NE 105 Street (305)860-5873 (305)588-6467 MIAMI SHORES FL 33138- 358 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792-4415 e of Work: REPLACE 3 IMPACT WINDOWS. SIZE FOR of Openings: 3 litional Info: ssification: Residential nning: 3 Fees Due A]n0to CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: $ Valuation: $ 4,742.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-3-18-66862 03/21/2018 Credit Card $ 50.00 $ 83.00 03/27/2018 Credit Card $ 83.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bldg.miamishoresvillage.com/cap/. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. ust 15, 2018 2 ,. 5 4 o a n 5 a n S P := q h • (GCp - GCp i) V (r,ph) 175 1620 r13C fur IM IZ, or Fig. 26.5-1, Risk Category 11 3'able 1.5-I, page 2 Ifsposure c S«run 26.7 Kd 0.85 'fable 266-1, page 250 F'l 1 Figure 268-1, page 252 (iCpi O.I8 -l1.18 0,55 pitch nfrzhd' 3/12 I40deg'- thclu 14.Ildgrws Specialty Engineering Consultants, Inc. ...... 1599 SW 30 Avenue, Suite #20 °'ts Boynton Beach, FL 334326 FL. CA # 009217 Moran liad l lei Itt Zone 4 Zone 5% one 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 15 40.1 -43A 40.1 -53.6 38.8 -42.2 38.8 -51.3 38A -41.8 38.4 -50.6 37.9 -41A 37.9 -49.8 16 40.6 44.0 40.6 -54.4 39.3 -42.8 39.3 -52.0 38.9 -42.4 38.9 -51.3 38.4 -42.0 38A -50.5 17 41.1 -44.6 411 -55.1 39.8 -43.4 39.8 -52.7 39.4 -42.9 39A -51.9 38.9 -42.5 38.9 -51A 18 41.6 -45.1 41.6 -55.7 40.3 -43.9 40.3 -53.3 39.9 -43.5 39.9 -52.6 39.4 -43.0 39.4 -51.8 19 42.1 -45.7 42.1 -56A 40.8 -44A 40.8 -54.0 40.3 -43.9 40.3 -53.2 39.9 -43.5 39.9 -52.4 20 42.6 -46.2 42.6 -57.0 41.2 1 -44.9 41.2 -54.5 40.7 -44A 40.7 -53.7 40.3 -44.0 40.3 -52.9 21 43.0 -46.6 43.0 -57.6 41.6 -45.3 41.6 -55.1 41.2 -44.9 41.2 -54.3 40.7 -44.4 40.7 -53.5 22 43A -47.1 43.4 -58.1 42.0 -45.8 42.0 -55.6 41.6 -45.3 41.6 -548 411 -44.9 41.1 -54.0 23 43.9 -47.5 43.8 -58.7 42A -46.2 424 -56.2 42.0 -45.8 42.0 -55.3 41.5 -45.3 41.5 -54.5 24 442 -48.0 44.2 -59 2 42.8 -46.6 42.8 -56.7 42.3 -46.2 42.3 -55.8 41,9 -45.7 41.9 -55.0 25 44.6 -48.4 44.6 -59.7 43.2 -47.0 43.2 -57.2 42.7 -46.6 42.7 -56.3 42.2 -46A 42.2 -55.5 26 45.0 -4 45.0 -6 43.5 -4 43.5 -5 43A -47.0 43A -5 42.6 -4 42.6 - 9 45.3 .3 -49.2 .3 45.3 -60.7 ,9 43.9 -47.8 .9 43.9 -58.1 43.4 -47.3 43.4 .4 -57.2 42.9 .9 -46.9 42.9 2 -56.4 28 45.7 -4 45.7 -6 44.2 -4 44.2 -5 43.7 -471 43.7 43.3 43.3 -5 46.0 .0 -49.9 0 46.0 1 -61.6 ,6 44.6 1 -48.5 44.6 .6 -59.0 44.1 -48.0 44.1 44.1 -58.1 43.6 43,6 -47.6 43.6 .6 -57.2 29 30 ! :-50.3 46.3 -62.1 -48.9 : 44.9 �!(-59 4' - 44.4 C -08.4 44.4 -58lS, 43.9 43.9 - , y- APPROVED BY DATE ZONING DEPT BLDG DEPT e � SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND RFGULATIONS 37.5 -41.0 3&0 -41.6 38.5 -42.1 39.0 42.6 39A -43.1 39.8 -43.6 40.3 -44.0 40.7 -44.4 41.0 -44.9 41.4 -45.3 41.8 -45.7 42. I -46.0 42.4 -46.4 42.8, -46 % 43.1 -47. II Wind Velocites in South Florida DuOc 13r -d I 1'ulm Reach Risk Cal- 1 165 I 5 6 156 Foty risk to hwtans farms, shorts Risk Col, 2 ITS I70 170 Sin 4c I omily I2esi0croces Risk Cat. 3&4 186 1811 180 Hssoraial Facilities 37.5 37.1 37.1 -49.0 -40.6 -48.3 3&0 37.6 37.6 -49.7 -41.1 -48.9 38.5 38.1 38.1 -50.4 -41.7 -49.6 39.0 38.5 3&5 -51.0 -42.2 -50.2 39.4 39.0 39.0 -51.5 -42.7 -50.7 39.8 39.4 39A -52.1 -43.1 -51.3 40.3 39.8 39.8 -52.6 -43.6 -51.8 40.7 40.2 40.2 -53.2 -44.0 -52.3 41.0 40.6 40.6 -53.7 -44A -52.8 41A 40.9 40.9 -54.1 -44.8 -53.3 41.8 41.3 41.3 -54.6 -45.2 -53.8 42.1 41.6 41.6 -55.1 -45.6 -54.2 42A 42.0 42.0 ._ - • -55.9 • 36.7 36.7 -40.2 -47.5 3T2 37.2 -40.7 -48.2 37.6 376 -41.3 -48.8 38A 38.1 -41.8 -49.4 38.5 38.5 -42.2 -49.9 3&9 38.9 -42.7 -50.5 39.3 39.3 -43.1 -51.0 39.7 39.7 -43.6 -51.5 40.1 40.1 -44.0 -52.0 40.5 40.5 -44A -52.5 40.8 40.8 -44.7 -52.9 41.2 41 2 -45.1 -53 A 41.5 41.5 -45.5 -53.8 • 4l. 41,8 • -415.8 -54.2 42. r • 42.1 • -26.6 -54.6 43A 43.4 42.9 42.9 42A 42.4 -47.0 -55.9 -46.5 -55.0 ••• • • • • • • • • • • • • • • • . . . . . . . . . . . . . . . . . .. . . . .. .... ... 36.2 -39.8 36.7 -40.3 37.2 -40.8 37.7 -41.3 38.1 -41.8 38.5 -42.3 38.9 -42.7 39.3 -43.1 39.6 -43.5 40.0 -43.9 40.3 -44.3 40.7 -44.7 41.0 -45.0 41.3 -45.4 41.6 -45.7 41.9 36.2 -46.8 36.7 -47A 37.2 -48.0 37.7 -48.6 38.1 -49.1 38.5 -49.7 38.9 -50.2 39.3 -50.7 39.6 -51.2 40.0 -51.6 40.3 -52 I 40.7 -52.5 41.0 -52.9 41.3 -53.3 41.6 -53.7 35.8 -39A 36.3 -39.9 36.8 -40.4 37.2 -40.9 376 -41.4 38.0 -41.8 38A -42.3 38.8 -42.7 39.2 -43.1 39.5 -43.5 39.9 -43.8 40.2 -44.2 40.5 -44.6 40.8 -44.9 41.1 41.4 0 i 00, 35.8 35.4 35A 35.0 35.0 -46.0 -39.0 -45.2 -3&6 -44.5 36.3 35.9 35.9 35A 35.4 -4&6 -39.5 -45.8 -39A -45.1 36.8 36.3 36.3 35.9 35.9 -4T2 -40.0 -46.4 -39.6 -45.7 3T2 36.8 36.8 36.3 36.3 -47.8 -40.5 -47.0 -40.1 -46.2 3T6 372 37.2 36.7 36.7 -483 -41.0 -47.5 -40.5 -46.7 38.0 37.6 3T6 37A 37.1 -48.9 -41A -48.1 -41.0 -47.2 38A 38.0 38.0 37.5 37.5 -49.4 -41.8 -48.5 -41 A -47.7 38.8 38.4 38.4 3T9 37.9 -49.9 -42.2 -49.0 -41.8 -48.2 39.2 38.7 38.7 38.3 38.3 -50.3 -42.6 -49.5 -42.2 -48.7 39,5 39.1 39A 38.6 38.6 -50.8 -43.0 -49.9 -42.6 -49A 39.9 39.4 39.4 38.9 38.9 -51.2 -43.4 -50.4 -42.9 -49.5 40.2 39.7 39.7 39.3 39.3 -51.6 -43.7 -50.8 -43.3 -49.9 40.5 40.0 40.0 39.6 39.6 -52.0 -44.1 -51.2 -43.6 -50.3 40.8 40A 40.4 39.9 39.9 -52.4 -44A -51.6 -44.0 -50.7 41A 40.7 40.7 40.2 40.2 1128 -44.8 -52.0 1 .4 40.9 40.9 �) 40.5 40 I� 0�1I - .2 -45.1 - -44.6 - 1 � 1 � �' *j •� 6 6 C, o= °J o: • V i�'� • , `'o�� ►�� ,,`` l61� I MIAMI SHORES BUILDING DEPARTMENT A I I PRODUCT APPROVAL SCHEDULE / COMPARISON CHART e (Address: 358 NE 105 ST MIAMI SHORES FL 33138 (Permit No. I Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL13010.4 +55.0 -55.0 +40.1 -53.6 36 x 491/2 NO NO YES 2 35 5/8 x 49 1/2 FL6890.1 +67.5 -67.5 . ... . . . . .. . ... .. . . .. . . . . . . . . . . . .. . . . . . . . i � is ` IT, p +� �Dcr:e9a ' y�ro.e�rn� ns MEASURING TECH MEASURE DATE a-fforsa�-8rr.- 1',ssooEa�c s CUSTOMER'S NAME FHA LEAD NUMBER TYPE OF PROPERTY ROOF HEIGHT FLOOR NUMBER TOTAL# OF FLOORS ?H e /3.4' �' Florida Building Code Online http://www.floridabiiilding.orepr/pr_app 4tl.aspx?parani—wGtVX.; ate',, -'ye Y`�t l•. t' k'."0i....: 8 ' i` .g+ ', S �Y-..`iue...-# FHorda D?paa~r', eV BCS Lo Home g rn User Registration Hot Topics Submt Surcharge i Stats & Facts j Pubications FBC Staff BCS Site Map Linksj Searcth i Business R c` r Product Approval �i)ro1[ 1 ssi ii�l USER: Public User Podud Approval Menu > arch > Application List > AppUmtfon Detaa FL # FL13010-RI `G Application T � ype Revision Code Version 2010 Application Status Approved Comments Archived n Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 btenace@cws.cc )eff Thompson 1900 SW 44th Ave. Ocala, FL 34474. (352) 368-6922 -Ext 221 Iompson@cws.cc •••••• •• • •••••• • •••• •••• • • •••• •••• ••••• •• •• •• • •••••• • •••••• • • 00006 • • • • • • • • Windows Fixed ) . Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardoopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL13010 RI COI EvalReD CWS-433A (PW-8100 36x72 IMPACT) bdf Standard AAMA/W DMACSA/101/I.S.2/A440-05 ASTH E 1300-04 ASTM E1886-05 ASTM E1996-02 PA TAS 201/202/203 Year 2005 2004 2005 2002 1994 1 nf' 7/1W')0l? 1611'2 AW, Florida Building Code Online bttp://www.floridabuildin&org/pr/pr_app_dtl_ aspx?pararrt-w GEVX., Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/12/2011 12/16/2011 12/21/2011 01/31/2012 FL * Model, Number or Name 13010.1 1 PW-8150 PVC Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/-75 Other: PW-8150, 36" x 72", DP = +/ 75 psf. Large Missile Impact. 13010.2 1 PW-8150 PVC Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8" x 72"- Outer lite must be safety glass above 30 ft. in HVHZ. Description PW-8150 PVC Flg/Fin Fixed Window, 36" x 72". Installation Instructions FL13010 R1 I1 CWS-433A (PW-8150, 36x72, IMPACT :pdf • • • • Verified By: Lucas A. Turner 58201 • • • • • Created by Independent Third P'gr"*fe$ Evaluation Reports • • • FL13010 R1 AE DuPont PVB N6A*i:bt24 01J10 FL13010 R1 AE EvalReo CWS-4330(4>W-8150, 36xe2, IMPACT).odf • • • • • • • • FL13010 R1 AE Mikron NOA iP- 0 es 0 df ar • • Created by Independent Third P y: PW-8150 PVC Flg/Fin Fixed Windb*, (•dhtinuous Jd R Sill. •••••• • Installation Instructions • • • FL13010 RI II CWS-510A (PW8150,974x72 pontHdSl IMP. Pdf • • • Verified By: Lucas A. Turner 58201 • • 0 Created by Independent Third Party: Yes Evaluation Reports FL13010 Ri AE DuPont PVB NOA 11-0624 01,odf FL13RI AE EvaIReD CWS-510A (PW-815D, 74X72, ContHdSl, IMP).pdf 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: PW-MC, 120" x 48", DP = +/- 70 psf. Large Missile Impact. Installation Instructions FL13010 Ri II CWS-373A (PW-8300, 120x48, IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R1 AE DuPont SGP NOA 11-0624 024f FL13010 R1 AE EvalReo CWS-373A (PW-8300, 120x48 IM PACT) .Pdf FL13010 R1 AEMkronNOA 11-0830 09.Ddf Created by Independent Third Party: Yes 13010.4 ) i PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window. LiR}RT—of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact, See Installation Drawings for Max. size and DP's. Installation Instructions FL13010 R1 II CWS-159B (PW-8300, IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 Ri AE DuPont PVB NOA 11-0624 01 pdf FL13010 RI AE DuPont SGP NOA 11-0¢24 02.odf FL13010 R1 AE EvalReo CWS-159B (PW-8300. IMPACT).odf Inf2 ln•01 AA Florida Building Code Online http://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVX. FL13010 R1 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes Next Contact Us :: Phone: 850-487-1824 1940 North Monroe Street. Tallahassee FL 32399 The State of Florida is an AA/EO employer. Coovright 2007-2010 State of Florida.:: Privacy Statement :: Ar„r, sibsibilty Statement :: Refund Statement Under Fbrida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster*dbor.state.n.us. Product Approval Accepts: ®R--rm • • •••• •••••• • •••• •••• • • •••• •••• ••••• •••••• •• • ••••• •• •• •• • •••••• • • • • • • • • • • • 11 nf2 ?/IAI')AI? I0-01 AA Lucas A. Turner, P.E., MBA 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 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), 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: 1) Approval drawing CWS-159B, signed and sealed by Lucas A. Turner, P.E. on 12/14/11. 2) Test Reports NCTL-210-3530-1, -lA, -2, and -2A, and NCTL-210-3672-1, AA, -2, ands... 2A, from National Certified Testing Laboratories, Orlando, FL signed andsealed by '....' Gerard J. Ferrara, P.E. ' a. Testing Performed: AAMA/WDMA/CSA 1 O l /I.S.2/A440-05, ASYM: • • • • • El886/1996-02/05 and TAS 201, 202, 203 1994 3) Supplemental Calculations -to support CWS-159B, signed and sealed by Lu : �t�s Tumel. • P.E. on 12/14/11 ••:•*, ,. Installation: Units must be installed according to approval document CWS-159$..... . Limitations of Use: This product: • Maybe used in O configuration in sizes up to 48" x 72" unit size at design pressures of • ;•; +/-55 psf, or in sizes up to 72" x 76" unit size at design pressures of +/-67.5 psf, with max. 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-15913, 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 other entity involved in the.testing or approval process of this product. Lucas A. Turner, P.E. 2011-12-14 11:08-05.00 %�%$11911 ril1.,.I ON � �J1IE14` f,�, yyk fx 58201 1 8TAT F OF- = 411NAX- 7-,- 12/14/11 Lucas A. Turner, P.E. FL PE #58201 PICTURE WINDOW ELEVATIONS (LARGE MISSILE IMPACT I PVC IMPACT REQUIREMENT: SHOWN W/DIFFERENT OPTIONS 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, 49 114" ' 2. GLAZING OPTIONS: (SEE SHEET 5) MAX. OVERALL FLANGE WIDTH 48' 3. CONFIGURATION: FIXED LITE "O". MAX UNIT WIDTH 4. DESIGN PRESSURES: 45118' -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. 6 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-9 FOR INSTALLATION DETAIL. WIND LOAD DURATION MAX. F I FACTOR Cd 7 6 WAS USED OR WOOD ANCHOR CALCULATIONS. S FLANGE HEIGHT I I 7 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. . 1 7. ALL FRAMES FULLY WELDED. 1 731J4" I MAX. OVERALL FLANGE WIDTH S. REFERENCE TEST REPORTS: NCTL-210-3530-1, 1A, 2, 2A, NCTL-210-3672-1, 1A, 2, 2A MAX. I I 72" 9. SERIES /.MODEL DESIGNATION PW-6300. WEIGHT I O GLASS I DLo MAX UNIT WIDTH 69 ve^ REDTO NCH�RESPONSIBILITY- PROPERLY TRANSFER � CLASS DLO ALL LOADS TO STRUCTURE BUCK AND FRAMING I • I I � �- I I OF ARCHITECT OR ENGINEER OF RECORD.""' f.+, ITECT R ENGINEER . _ f 771/4" I ' MAX OVERAFLANGLL HEIGHT A 7 E 0 8 7 78" 0 I MAX UNIT ' DESIGN PR S E RATING t55 HEIGHT 73 1 /8" I I GLASS DLO I DESIGN PRESSURE RATING 167.5 BI UPDATED PER 2010 FBC 12612011 LUCAS A. TURNER FL P.E. W201 A UPDATED FRIG REQUIREMENTS 7/0712008 •• •• �,PER ......... �-�-NEW 1"'+•Chi. TABLE OF CONTENTS •• ••• • • • • • • • • ••• • • 15TNDOWS&DOOMS Ne 58201 f,iP : 1900 SW 44TH AVE. GENERAL NOTES & ELEVATIONS .......... 1 • • • • • • • • • • • • ^ * : ; �t _ OCAA,FLORiDA 34474 ANCHOR SCHEDULE & NOTES ........ SHAPES ............................................ 2-3 Lucas A. Turner, P.E. 4 2011-12-14 11:0&05:00 * :b ; -GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT t � GLAZING....................................6 STA3E OF p .tU +.=s: 1< lw""� ;nr_• SECTION VIEWS ..............................6 9k0PPJ AkftNDCO.Wl#eNML • 12/14/x1 r • �•r�44`" � 3 R tpP' �'. 6300 DE EXTRUSIONS & B.O.M.............................7 THE INFORMATION 'CONTM,'rDANTHI�RAWINGIdIrHEROL@PRdkRTYCI�U*oM WAN'DOWSYSTEMS,INC.1IYREPRODWTIONINPARTORAMWWLEMT1*UTME A is •..a.•• C? -riO.No.:6'05/2007 • '"i"0'foNA1,����`� �PVCFIXEDLITE NTS CWS-159 INSTALLATIONDETAILS ......................8-9 WRITTEN PERMISSIONOFCySjO.MW.b0CW5WSTEM• INC I•PREI:BIED. •• • f�RllrgrY'Ir41�#, 'CE-V.Ic'�cH. HIT: B 10F9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6" (TY F U ANCHOR LAYOUT - (FLANGE) THRU FRAME(N.ASONRY OR WOOD OPEMNG) t/.65 DP 8" MAX. O.C. (TYP) INSTALLATION ANCHOR (TYP) 4" MAX (TYP) 7MAX. O.C. (TYP) r SEE NOTE 6 C C T ANCHOR LAYOUT- (FIN) THRU NA!L'NG FM r'NOOD OPENING) +/- 55 DP NOTES: 1, INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED DP, SEE SHEETS 2-3. SILL ANCHOR SAME AS HEAD. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1X'. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BESHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, WOOD SHIMS ARE NOT ALLOWED. 4. 3/16" DIA. ELCO ULTRACON MASONRY CHORSMUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1f7' 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 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION, 6. 118 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION. T. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. B UPDATED PER 2010 FBC 12/6/201 i 8, INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, ANJ ANC�-IOgS SH(� LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BL3.OW • •- • • • • �N4IDR tTy • 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE NIATERT WITH �T1*�, i i Fpi1pW.NG: RORE:TIES• i�, �f30RE.... T++it £ M1I S. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) • i • B..CONCRETE - MINIMUM COMPRESSIVE y,,����C ! j11,nDOns ft DOORS STRENGTH OF 3,200 PSI. • • • • • • • • • • • • C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). : No 58201 :�7X :' 1900 SW 44TH AVE. ? s OCALA, FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT -y * ��' F, ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT �7)' 4 STATE OF' J W ,. VERSION OF THE REFERENCE DOCUMENTS: • • • PROPRIE igE•1NDlOMDENTWL• • lil/14l11 FMA/AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), THE INFORWATIONCOt�FFbINTHE O•W�GtS•ESOLE*POtERI�OFCUSTOM FMAANDMA 250 i'�INbow6EW11S NG�VJ�RWROULOTTIO '+'T ' 0 p '' ►` 8300 5/05/2007 'rr�S t�Rl�'"\+�' L"" =AE: wc.No: f+y,i, O..... S,%%%.1 PVC FIXED UTE NTS CWS-159 BOX WINDOWS), FMA/AAMAlWDMA 30D EXTERIOR DOORS), Ny6TEYS.OIAM'C.IBPR0�LE*lt-�TTHE ( ) ( ) WRI'TEN PE I SIGN L� USTOM N _v `L - t „HEFT: $ 2 OF B • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 4" MAX 8" MAX O.C. (TYP) (TYP) 8" MAX. -7 5!8" MAX O.C. (TYp,) SEE NOTE 2IT SEE NOTE 8 8„ MAXPAX MAX. 8' MAX O.C. (TYP) (TYP- O ( O INSTALLATION- ANCHOR (TYP) INSTALLATION ANCHOR (TYP) Be ANCHOR LAYOUT — (FLANGE) ANCHOR LAYOUT- (FIN) THRU FriAME (YASCNRY OR WGOO OPENING) TH.RU NAILING FIN (WOOD OPEIJ*a) H• 87.5 DIP t1. 87.5 DP BI UPDATED PER 2010 FBC 12/6/2011 LUCAS A, TURNER, F , P.E. 58201 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008 ,. • • • • • • • • • • • • 't,*11it+rrr", o • • • • • • • • • • • „ NODE iY S "�,' 4 Lr ' R7ND015S R DOORS • • • • • • • • • ,1'�1} i • • • • • • • • • • • • y v . No 55201 ;71 1900 SW 44TH AVE. : OCALA, FLORIDA 34474 yy / Z • ' iy°• STATE or �✓� r ANCHOR SCHEDULE - LARGE MISSILE IMPACT ' ei • • • • • • • • THE INF�-ry3f�Y^ATION f,OI9AI ERDIINN TW D0*4w1•G.WHESOL0PRO►ER* OFC STOM- %4r p ♦�+'S •'L 0.1i yS3 '�} 8300 Anr ;- - YYCD. 5/05/2007 WIN RI7'fEN PESION S�ST�S.I�A'C.SS PR�iIBIYcD. AWHPLEOIATierTHE r+++ PVC FIXED LITE �USiO.U�IR� _ ,;_ B SHEET: 3 OF 0cWS-159 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FULL CIRCLE 112 CIRCLE JMCIRCL9 NOTES: 1. SEE SHEET 2 FOR DETAILED.ANCHOR INSTALLATION REQUIREMENTS 2. OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF RECTANGULAR WINDOWS BASED ON DP REQUIRED FROM SHEET 1. 3. ANCHOR SPACING FOR ARCHITECTUAL FLANGE WINDOWS MUST FOLLOW NOTE 1, SHEET2 TRAPEZOID THE INFC WINDOW WRITTEN FULL ELLIPSE. ("OVAL") • • • • • • TRiANAI I • • • • • •• • • • • ••• • •• ••• •• • • • •• • • • •PROPRIF{AR)bANV0AVDENTIAI• • • 1211411 UISN CO AINED IN TWS DVW*G I99FIE SOLOMWERN 0MUST0A1 IN ANY FF��PROD'�CTi" P/VTC@ASAWI0)LE •/1TF1•UT THE SION FOCLJ ,1 �I(S•QW S-§VS.INC.ISPR(W!9IW;D.• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TOMBSTONE 81 UPDATED PER 2010 FBC 12/6/2011 :As A. TURNER, FL P.E.50201 A UPDATED PER NEW F8C REQUIREMENTS 7/0712008 4P`ceNa-;'�Lf J No 58201 1' �A t Nows nonas41DREwIf '" wl 1900 SW 44TH AVE: * "� V. : ¢ STATE. OF . u.+' ��O<+♦�p` +�.SOP,..''�� DRrs!�ONAL OCALA, FLORIDA 34474 IT E: ARCH. FL G & FIN SHAPES - LARGE MISSLE IMPACT .8300 .ADE ,510512007 .v,Ni PVC FIXED LITE NTS CWS-159 /llifUt�� v.Ltt�H,g HELr. 40FO RLAYER I'• (t; 1" OVERALL 3115" TEMPERED 1/2" AIRSPACE 5116" LAMI GLASS 118" ANNEALED 1116" DUPONT PVB INTERLAYER 1/8" ANNEALED �)PURFECT GLAZE•"H" SIKAPLEX552 1 1/2" GLASS BITE 1" OVERALL 3/10" HEAT STRENGTH 3/8" AIRSPACE 7116" LAM[ GLASS W16" HEAT STRENGTH .090 SENTRY GLASS IONOPLAST 3118" HEAT STRENGTH 6DPURFECT GLAZE "H" SIKAFLEX 552 J112" GLASS BITE OGLASS TYPE C GLASS TYPE B FULL SIZE FULL SIZE •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• ... . • . ZZ • • • PROPRI•fAR•AN&COI�IDENT'Ar • It/1*/11 THE INFOWAATION COYTAI NED IN T•IS LRA"010 I#THE SOLL PR&PEF*Y OIRCUSTOM WINDOWSW S. IN6 ANY WPROgICT:.WA( 10N PART AS A11*JLEWMTftUT THE WR11TCN PER �SSIONQFOCUSTOMy/INIWW IbYSTW.;s, INC IS PR•H: WED.• guy III ••• • • • • ••• • • • • • • • • • • • • 0% •• •• • • • •• •• • • • ••• • • FL P.E. 55201 'v C No 58201 ::'A' 8TAT a OF GLASS TYPE MAX SIZE W x H DP +/-55 A, B 4B X 72 DP +/ 67.5 C, D 72 X 76 1" OVERALL 3116" TEMPERED 3/8" AIRSPACE 7116" LAMI GLASS 3/16" HEATST.RENGTH .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" HEAT STRENGTH DPURFECT GLAZE "H" SIKAFLEX 552 J12' GLASS BITE GLASS TYPE D FULL SIZE FBC FBC LLW45 R DOORSD AVE. OCALA, FLORIDA 34474 GLAZING DETAIL- LARGE MISSILE IMPACT qI 5.6300 I"y' nr" _. 5/05/2007 1:1 .,. . CWS-1 B sHee1: 50F9 EXTERIOR SECTION VIEW A•A SECTION VIEW OC ALT FIN FRAME •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • PROPRI•T%ANC OW0ENTW • • L�%I TWHEtN O�MA%CAMU IIONATI, VIVO 16TH.E SOL& PR•PER•Y O•CUOh OC'ADWNb N RASA#WUSdNTWUTTHE CSSTMSpG 13 PROHI9¢Fo.- • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• SECTION B-B EXTERIOR A. TURNER. FL P.E. 58201 [Al UPDATED PER NEW k1��GSNI4TND041'5 A DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 E SECT. VIEWS & ALT. PIN FRAME - LARGE MISSILE IMPACTI -- -8300 ` ' nhF 510,5120071 g 1" ""' 6 OF 9 Item # Part # Des cri tion Vendor Material 1 H-6006B Fr., PW, Main, Head Mikron PVC 2 H-6006B Fr., PW, Main, Sill Mikron PVC 3 H-6006B Fr., PW, Main, L. Jb. Mikron PVC 4 H-6006B Fr., PW, Main, R. Jb. Mikron PVC 5 H-6006A Fr. Main PVC Fin Mikron. PVC 6 P-3113 Screw Support for PVC Team Plastic Rubber 7 P-3352 Set. Blk., 85 Dur., 1/8" x5/8" x.2" Lg. Frank Lowe Rubber 8 Purfect Glaze "H", SikaFlex552 Henkel / Sika Silicone 9 P-3752 Ca Plug, 1/2" Hole M&M N Ion 10 S-6064 Glz Bd., Fxd. (1" O.A. I.G) Mikron PVC 11 GLASS I See. Sheet 4 1 114" 1l18' 118" PVC GLAZEBEAD - 6064 • •• • • • • ••• • •• ••• •• • • • •• • • ••• • • c • • • PROVRI•TAR•AN�COIi10ENT14! • IQ/1M11 THE INFO• I.,ATION COV?AINED!N IV$ ONAVMG I/THE SGLO PRRPERRY O�CUSTOM W'NDOW Y MS IN ANYF PROgyCT!' P1RT �l AS A1/AOLEiMTibUT THE WRITTEN P $SICN�IF•CUSTOM4MNWW ^•YSTWAS. INC. IS PR•HIBISED.• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O ' 4 !r PVC FRAME FLANGE - H 6006 B PVC FRAME FIN - H 8000A 6 �3"��3118" SCREW SUPPORT - P-3113 P.E. 50201 'v,:- No 56201 %? 6TATE OF CORNER WELD (ALL SIDES) Ll UPUATEO PER 2010 FBC 112/r/2011 l A UPDATED PER NEW FBC REQUIREMENTS 7l07zo011 I1INUOI1S & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS & B.O.M. -LARGE MISSILE IMPACT PVC FIXED LITE B 70F9 SEALANT BETWEEN BUCK AND OPENING BY OTHERS 21/2„ MIN. EDGE DIST. [cl CONCRETED MASONRY BY OTHERS • :• • P • s > • P • ► 1 114" MIN. EMBEDMENT EXTERIOR FINISH -ids ' 1 BY WOOD BUCK BY OTHERS T"�•. BY OTHERS [A] PERIMETER SEALANT C� BYINSTALLER SEALANT BEHIND 114" MAX SHIM FLANGE BY [g] INSTALLER INSTALLATION ANCHOR, 3116" DIA. MASONRY ANCHOR Wl WASHER THRU SCREW SUPPORT [c] CONORETEIMASONRY BY OTHERS 1BY WOOD BUCK BY OTHERS SEALANT BETWEEN BUCK [A] AND OPENING BY OTHERS • 4 114• MAX SHIM [B[ 11B4" MAX SHIM INSTALLATION ANCHOR, 3116" DIA. 4 MASONRY ANCHOR W/WASHER 4 THRU SCREW SUPPORT 0 1 (C] A I 4.1 ❑ a 2 1f2" MIN. EDGE DIS r. [C] 'e+a a r, }.'•� SEALANT BEHIND 19L4" MIN EMBEDMENT FLANGE BY INSTALLER [C] PERIMETER SEALANT PERIMETER BE EXTERIORY FIN19H BY INSTALLER BY INSTALLER BOTHERS HORIZONTAL SECTION B FRAME(MASONRY) 1 1V MIN EMBEDMENT [D] f ' 2 BY WOOD BUCK BY OTHERS [A] ,' > • T19:: MIN. EDGE DIST. ID] • INSTALLATION ANCHOR, A A A10 WOOD SCREW WIWASHER . • . THRU SCREW SUPPORT -- 2 2 BY WOOD BUCK ' ' • BY OTHERS 5'C4•t� [A] SEALANT BETWEEN BUCK L AND OPENING BY OTHERS LANT EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION 8 FRAM (WOOD) OTE: HEAD AND JAMB IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS HOWN BELOW, INSTALLATION ANCHOR, SEALANT BEHIND 3116" DIA. MASONRY ANCHOR WI WASHER THRU SCREW SUPPORT FLANGE BY [C] INSTALLER - 114" MAX. SHIM (TYP) PERIMETER SEALANT C� BY INSTALLER HIGH STRENGTH STRUCTURAL , GROUT BY OTHERS D , ° ' • . ° ° D ' EXTERIOR FINISH ° D • D a ° p ° D: Q SEALANT BEHIND FLANGE BY INSTALLATION ANCHOR, By OTHERS ° D. i Ds D * D ° •D ° • ►• D 1 1/4" MIN. EMBEDMENT INSTALLER DIA. MASONRY ANCHOR WASHER D . •Ds ' b. s D° D D D p D D (TYP] F311S• WI THRU SCREW SUPPORT [c] •D°DD°•p°Dg.peD• s•D. Q •D.• ►" • ° p° . PERIMETER SEALANT_„_ BY INSTALLER 10]" MAX SHIM 2 1l2" MIN, EDGE DIST, CONCRETElMASONRY p EXTERIOR FINISH - `'� - (TYP] BY OTHERS 13Y OTHERS "_"'iT; fir{ 't n ALTERNATE PRECAST SILL DETAIL +� •t '•, • ••e +i:( :+r}• •• .s. -a-•-• SILL STOOL BY OTHERS B FRAME (MA SONRY) ••p•,s•:s�;> .-• _ B UPDATED PER2010 . a.s�'s •s s•.s s • , s•s ; USE SOLID P� .►• P •• SUPPORT TO MAKE LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW P ; P •• P ; • • P • P • P,. D . a� ?� •s s . •o a SILL LEVEL BY OTHERS 4p1,MNiq '•• s: P• p.•P;P: P••�P . P; • •s: P• • P •• ••• • • • • • •• nORE4y tT,2��i •P••• •P P, P•P �•P• �• P••Pi •• 114E"MIN. EMBEDMENT •• •• ••• • • ••• ;�,JVr`•t'�OENsfi''�'>''��• • No •��'� CONCRETE/MASONRY [c] • • • • • • • • : y , 58201 1900 SW 44TH AVE. BY OTHERS 2.](2 MIN. EDGE DIST. • • • • • • • • • • • • OCALA, FLORIDA 34474 'k : .* q [C] A VERTICAL SECTION y s n INSTALLATION TH r� 9� 9TATP or, ;trW...,eNileer, 8 FRAME (MASONRY) �rQp•, c� 8300 • • • • PROPRIET•RYAND 00WIDENTIAL • 12K4/11 rr•, .,< O R Y 0"A'.,- \`.,�"• ,pri.[.: S I WR DU �` PVC FIXED LITE 0 V*0l-9 T0DUT [ THE rfsitoff WRITTEN SIoA CLJTR f0j s � c it's," ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REFERENCE NOTES [A] SEE NOTE 10, $HT 1 [B] SEE NOTE 2W3 SHT 2 [C] SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT2 (E)SEE NOTE 8, SHT 2 SHEATHING BY OTHERS SEALANT BEHIND FIN BYINSTALLER EXTERIOR FINISH-� BY OTHERS PERIMETER 85ALANI BYINSTALLER WINDOW WRAP — BYINSTALLER PERIMETER SEALANT BYINSTALLER WINDOW WRAP — BYINSTALLER EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BYINSTALLER SHEATHING BY OTHERS L]!Z MIN. EMBEDMENT (E) INSTALLATION ANCHOR, 98 WOOD SCREW ANCHOR W/ WASHER [El e, e 2 BY BUCK e•,• a. BY OTHERS [AI —4' MIN EMBEDMENT [E] 114" MAX SHIM [B] 17 114" MAX SHIM IN UC MIN EMBEDMENT [-(E) 2 BY WOOD BUCK — BY OTHERS (A) INSTALLATION ANCHOR, #8 WOOD SCREW ANCHOR WI WASHER [E] 1 112• MIN. EMBEDMENT JEl SHEATHING BY OTHERS d�9 EXTERIOR FINISH BY OTHERS —]Lt MIN EMBEDMENT [E] —114" MAX SHIM [BJ SEALANT BEHIND FIN J WINDOW WRAP BYINSTALLER L BYINSTALLER PERIMETER SEALANT BYINSTALLER HORIZONTAL SECTION 9 FIN (WOOD) 2 BY WOOD BVCK BY OTHERS e e' INSTALLATION ANCHOR, #8 WOOD SCREW ANCHOR W/ WASHER (E) 1 112• MIN. EMBEDMENT • • • • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• E VERTICAL SECTION - X� s FIN (WOOD) • • • •FOOPPAETARWN04CONOEWKL • 11(14f11• THE 7NFORMA.TIVII COMIAIN•D IN THE OWWI•G IS4fHE•OLE PRO•ERW OPCUMM VJ!NDO'N SYSTEM& OC. AN`•REPRCAXUCTIJI IN PA•T C& AS • WHOCS W.T!?•UT 4HE "BITTEN PERPAISSIOy OF CW JpM WIMO@W 5gSTE&/S. IWC. IS PRONSIIED. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • A. TURNER. FL P.E. REFERENCENOTES [AI SEE NOTE 10, SIT 1 [BJ SEE NOTE 233, SHT2 [C] SEE NOTE 4, 6HT 2 [01 SEE NOTE 5, SHT 2 [El SEE NOTE 8, SHT 2 Florida Building Code Online Page 1 of 2 'J.•fR ��A k 3 q S & 8 sawn" r'= i..++b •.I "'.�E,=iE. p j Flaidaa ucpl9i1'entd BusinL�'ik/ SCIS Home ( Log In User Registration Hot Topics Submit Surcharge Slats & Facts 'a{ uPIicUse s���rovaiP1ofessil ReouIb _ Product A v I Meno > Product or Aoolicatlon Search > Application List > Application Detail FL # FL6890-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived (� I !� �iaiEik�dIeC. a': �+.5e:>waReao.:'-.'eC �i Publications FBC Staff BCIS Site Map ( Links Search Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext207 mlafevre@ctvs.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Brian Tenace i • • • • • • • / 1900 SW 44th Ave.ddress/PhoneEmail • • • • • • • • • • Ocala,FL 34474 • • • • • • • • • _ (352) 368-6922 Ext 291 • • • • • • btenace@cws.cc Quality Assurance Representative Jeff Thompson •••• •••• Address/Phone/Email 1900 SW 44th Ave. • • . • • i • • 0000 Ocala, FL 34474 • • • • • • • (352) 368-6922 Ext 221 • • • • • • • jhompson@cws.cc • • • Category Windows • • • • • • Subcategory Casement • • • • • * • a •• • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE 2 Validation Checklist - Hardcopy Received FL6890 R4 COI EvaIReo CWS-161B (CA-8400 IMPACT) ndf Standard AAMA/W DMA/CSA/ 101/I. S.2/A440-05 ASTM F 1300-04 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 Year 2005 2004 2002 2002 1994 http://www.floridabuilding.org/prlpr_app dtl_aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 6/11/2014 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 12/12/2011 12/13/2011 12/2012011 01/31/2012 FL # Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fn Casement. Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL6890 R4 II CWS-161B (CA-8400 IMPACT_)_pdf VerifiedBy: Lucas A. Turner 58201 Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: 8400 Vinyl Casement, Large Missile, DP = +1- 67.5 psf, Max, size 37' x 72". Created by Independent Third Party: Yes Evaluation Reports 90 R4 AE DuPont PVB NOA 11-0624 01 odf FL6890 PA AE j=velReo CWS-161B (CA-Wci IMPACTI odf FL6890 R4 AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party; Yes 6890.2 8400 Vinyl Casement Impact CA-8400 Vinyl Flg/Fin Casement. Window Limits of Use Installation Instructions • • Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL6890 R4 II CWS-240A (CA-84 0 Q 1,63 IMPAM 54f Verified By: Lucas A. Turner 58201 • • • 0000 Impact Resistant: Yes Design Pressure: +75/-75 Other: Large Missile, 40' x 63", DP = +/- 75 psf, (Impact w/ heat strengthened glass, PVB). Created by Independent Third Parjyi• y" • • • • • � Evaluation Reports • FL6890 R4 AE DuPont PVB NOA If-MA901 odf • FL6890 R4 AE EvalReo CWS-240U"4;400 40 x G ,, 0 0 IMPACT).odf • • • • FL6890 R4 AE Mikron NOA 11-083b•i 0000 Created by independent Third Party! Kes• • • • • ® Mezt • • • contact Us :: 1940 North Monroe Street, Tallamaecee F '41744 Phone; 850-487-1824 • • • • 000 • • • The State of Florida is an AA/EEO employer. CourviJaht 2007-2013 State of Florida.:: Privacy Statement, :: Accessibility Statement :- Refund S+ t • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publiorecords request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395. -Pursuant toSection 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply -a perwnal address, please provide the Departrnent with an email address which on be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please crick _h&rr.. Product Approval Accepts: am ® °® M http://v w-w.floridabtiilding.org/pr/pr_app_dtl.aspx?param---wGEVXQwtDqu4Bg7NfwG9n... 6/11/2014 Lucas A. Turner, P.E., MBA Evaluation Report 161B 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 December 7, 2011 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 4,e Ave, Ocala, FL 344.74 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 High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-161B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Reports NCTL-210-3673-1, -lA, -2, -2A, and NCTL-210-3674-1, -1A, -2, -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, AAMAIWDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 .... 3) Supplemental Calculations to support CWS-161B, signed and sealed by Lucas t T%mgr, P.E. en• • • 12/7/11- •• •••. • Installation: Units must be installed according to approval document CWS-161B. """ • Limitations of Use: This product: "' • ' •' • • May be used in X configuration in sizes up to 36" x 72" unit size, with 1/8" (HS�opTqhp.) • outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass ***a** • May be used in X configuration in sizes up to 36" x 63" unit size, with 1/8" (And. o?T4mp.) outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass 0 0 • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 8 of grade • • Requires max. glass daylight sizes as shown in CWS-161B • • • Achieves design pressures of+/-67.5 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 PVB Interlayer per Miami -Dade N O.A. #11-0624.01 • Requires Mi1Qon 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. z 12/7/i 1 Lucas A. Turner, P.E. FL PE #58201 Lucas A Tumer, P.E. 2011-12-07 15:10-05:00 r CASEMENT ELEVAT.ION.(LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT: (SHOWN W/ DIFFERENT OPTIONB) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAILS: (SEE SHEET 3) 381/4' 3. CONFIGURATIONS: ALL WINDOWS AREOPENTO OUTSIDE LEFT OR RIGHT. MAX. OVERALL FLANGE WIDTH 4. DESIGN PRESSURE RATINGS. Fr37" 38 1!4" -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES UNIT WIDTH MAX. OVERALL FLANGE WIDTH ASTM E-1300 - 35' 37" -POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST MAX.IASH WIDrH UNIT WIDTH PRESSURES AND GLASS TABLES ASTM E-1306 — — — — —----.--- 35• _ 5. OF ANCHORAGE: THE 33 T. SEE 13%SHEETSRESS INCREASE HAS NOT FOR INSTALLATION DETAINUSEDIN . WIND LOAD DURATION I MAX — WIDTH g � � FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5 r e I I 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7 I / I I ♦ I 7. ALL FRAMES AND VENTS FULLY WELDED. 7N3 1 4" r I 64 1 4• I \♦ ( 8. REFERENCE TEST REPORTS: NCTL-210.3673-1, 1A, 2, 2A, NCTL-210-3674-1, 1 A. 2, 2A OVERAL . I I OVFRALl 9. SERIES/MODEL DESIGNATION CA-8400. FLANGE HE FLANGE GHT I HEIGHT I I 10. 1x OR 2z WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO I I ♦ I PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS THE RESPONSIBILITY ORTHE ARCHITECT OR ENGINEER OF RECORD. 72- UNIT I I GLASS DLO UNIT I I GLAh3S DLO 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X OPERABLE SASH NEIGH I ♦ I HEIGH 70. ♦ MAXMAX HEIGHT \ SASH SASH HEIGHT ♦ � I � I I — — — 3P112 E A D GLASS DLO 7 s s RIGHT HINGED - SHOWN 301!2" LEFT HINGED - OPPOSITE GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE DESIGN PRESSURE 367.5 RATING 8 UPDATED PER 2010FBC1215/2011 _ LUCAS A. TURNER, FL P.E: 56201 A UPDATE TO FBC CHANGES 03/17/2008 • •• • • • • ••• • P �QFNS i�.. • • • • • • • • • �` ~ F 2^ ' WINDOWS & DOORS TABLE OF CONTENTS • • • • • • • • • • • • `- ..t No 58201 1900 SW 44TH AVE. Lucas A. Turner, P.E. 2011-12-0710:2a05:00 : * * + * OCALA, FLORIDA 34474 GENE_RAL NOTES & ELEVATIONS......................1 y 3 i IrLE: f-D GENERAL NOTES &ELEVATIONS - LARGE MISSILE IMPACT ANCHOR SCHEDULE 6 NOTES .............................2 L STATE OF r/ur p ez PA ra U: GLAZING DETAILS.................................................3 • Soo. • • • 1 �1 1 10 ,p P lew _ 8400. AIDE :" 515/2007 • • CONTAI IROPPoETAHIAN•cowin 9rIT14L • • �. 7''f v ay.: SECTION VIEW & ALT. FRAME ..............................4 CASEMENT NTS CWS=161 •. EXTRU INSTALLATION DETAILS .............. ......................6 7 WINDOW W REpniDNDTWNINPdnN gee A R•H�ERf�',TVipurdm +rrr �0rgA i� �,h� v L ,P.7, i . W Go i i Yr • • nrrrrrrr�� B LOFT ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 6" MAX121/V (TYP) + I MAX. O.C. (TYPP) MAX. O.C, 'SEE NOTE fi (TYP). SEE NOTE 2 p 4` MAX (TYP) — — (TYP FTMAX. O.C. SEE NOTE 6 8" MAX. (TYP) (TYP I MAX. O.C. (TYP) (TYP) SEE NOTE 2 J I �_ 10" , // b" MAX. (TYP) MAX. O.C. / 6" MAX I (rP) I -71 e' 14314" , �o.a 1 MAX O.C. MAX, O.C. / � 1 I e % B< % I % I `, I \ I ATION !EI % ANCHORS TYP. %f INSTALLATION I 1 1 1 ANCHORS TYP. C 70 A C INSTALLATION ANCHORS TYP. ANCHORILAYOUT - (FLANGE] ANCHO�UIIITSLIITO - (FLANGEIANCHOR LAYOUT - (FIN) ANCHOR LAYOUT- (FIN) THRUPRAME�NOOQOR MASONRY OPF.NINO) THRU FqA .SONAV OPENI ) THRU NAILING FIN(WOOD OPENING) THRU NAIL.. FIN(WOOO OPENING) NOTES: FOR()MTS UP TO 3r x 72 O9Tx63' FOR UN3T9 UP T08�'x 7Y FOR UNR8 UP TO 3Y x 83' 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/18" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3116" DIA. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1"SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318' INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OFj7/8" SHALL.BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION, A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN.EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS -MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 8 UPDATED PER 2010 FBC 12/5/2011 DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A. TURNER, FL P.E. 58201 A I UPDATE TO FBC CHANGES 10311712008 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATIOIJ�I�5T%VjIO%S, 4ND AyCH04tS HALL • • 11pr nrhtrt NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BE`�O7WW • • • • • • • • `��<�t�*�jR 4�r riff 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE EOLYOWIN(iPR6)PC"IGS: • . U L cs' ..�v + IwlNnaws • DOORS A WOOD- MINIMUM SPECIFIC GRAVITY OF G=6:55 (SOUTHERN PINE OR GREATER) • • • • • • • • • 'J (� ". B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. • • • • • • • • • • • • �: NQ 58201 ;7 : 1900 SW 44TH AVE. C. MASONRY - STRENGTH c6NFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR. GREATER). : # * « OCALA, FLORiDA 34474 " IT E : fl x ANCHOR SCHEDULE &NOTES -LARGE MISSILE IMPACT 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE Z � 9 STATE. OF • ASK > —' � {,�;N Hr. VOERSION OF THENSHALL BE DONE BY REFERENCE DOCUMENTgRS FOLLOWING THE CURRENT • • • • •f•OPPoET • oo�o • 12/IlN/11 +,Rao �� O A (Q P �� , �. 0400 r I E ADE ; L Ira 5/5/2007 ) THE MFORMA ONCONTA OINRTpHIS OI$�R HOLEP, CVTO,M If '" "" CASEMENT NTS �CWS-161 FMAANDMA1260(BOXW NDOW3) FMA/AAMA DMA 300(EXTER OR)DOORS). WINDOW PERMI iN Of i�ronT'N,jH v"s`lEMsy c'�Sp'J Eo Out a +rf ip�p�� y`%`� .. .. .f L�.. • B 20F7 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7/B' OVERALL --- 1/8" ANNEALED GLASS 7116" AIR SPACE 5116' LAMINATED GLASS 118" ANNEALED GLASS .090 DUPONT PVB INTERLAYER 718" OVERALL 718" OVERALL 1/8' ANNEALED GLASS 118" HEAT STRENGTHENED 118" TEMPERED GLASS 3 PURFECT GLAZE"H SIKAFLEX652 7/18' AIRSPACE 7118" AIRSPACE 8 5l18" LAMINATED GLASS 5/18" LAMINATED GLASS � 1/8" HEAT STRENGTHENED 1/8" HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER .DSD DUPONT PVB INTF.RLAYER 118" HEAT STRENGTHENED 1/W HEAT STRENGTHENED 1/2' 3 PURFECT GLAZE'H' ig PURFECT GLAZE'H" GLASS SIKAFLEX 552 SIKAFLEX 552 LASS TYPE A BITE 8 FULL SIZE ♦8 4 i GLASS GLASS BITE GLASS BITE GLASS TYPE C GLASS TYPE D B FULL SIZE B FULL SIZE 718" OVERALL 1/8" TEMPERED 7/18" AIRSPACE ' 511V LAMINATED GLASS 118" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE "H' SIKAFLEX 552 8 " B UPDATED PER 2010 FBC 12/5/7011 LUCAS A. TURNER FL P.E. 58201 A I UPDATE TO FBC CHANGES 03/17/2008 q{lttt t7lfTJTff ZWNDO • 4C- `�y�+I DREW o • • 5 N......... LASS T B SIZE .P.� • . JV?""•'� SF"'yfi : _ 1�a�nws anonas FULL SIZE 37 X 63 •+/A 6!. • �; No 5820i ;-P 1900 SW 44-m AVE, e OCALA, FLORIDA 34474 37 x 72 +1- 67.5 y � * ; ,� g STATE OF ; C� ro L GLAZING - LARGE MISSILE IMPACT I(I :i: 4 't Y: • • • • • 12/07/11 '�pr'•.� P •' 8400 ADE 61512007 ••fHEIMORMAiION1!ON*!NELI�N�IISORAN 00 TH SO PROPERTY OF CUSTOM •I�S" OR1...+'CT�1� ,L f i-. • WINDWSYSTEh"NC.WNYREPACDUCV0 11 IT A AWHOIEWfTHO1fTTHf ��ir�/(yNAL,Q.T��CASEMENT 11 CWS-161 ••WRITTiN PER•ISSIONIOF CUQOAAA'INbW5!:M5,•0•PROHIBITED. fHtfTtttttH,ti B ""'' 30F7 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR SECTION VIEW A -A RIC :m SECTION VIEW B-B SECTION VIEW C-C ALT FIN FRAME LUCAS A. TURNER, FL P.E. �unxrrr� • • • • • • • V Y9f20,2i,27,32,34,37,38 ,�t,+GENST� • • • • t2,�-04.46.59ARE USED BUT NO ti r s No 58201 ••• ••OWIO FDR &KRITY. w* zz "PS'tA7E OF • • • • • PREPMETARYAND EONFIDENfY]L 12/07/11 .^O� -.,� a .•` • •THE IW.RMATIOl...IN* IN }HIS DRAANG R., THE SO& PROPERTY OF CUSTOM ,FI FS �.� �,�, t 9 •_+ •WIN ROEIAWHOLE �UT THE •�IPE�RITTSSgjO: CU+DNWYIN•aS'i�M9ANC.EPRON,SITEO ••• • • • .. or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1215l2011 IS JlLigCO SW 44T11- AVE. * OCALA, FLORIDA 34474 r SECTION VIEWS & ALT. FRAME -LARGE MISSILE IMPAC ' 8400 a ``' ADE 5!512007 CASEMENT NTS " CWS-163 __ B HHFI 40F7 Item N Part# Desed Don vendor Material 7t1s^ FRAME CORNER CONSTRUCTION 3 118" ��R g, \ 1 2 3 4 COIL, :05 X .437, P-4050 /r 321132' ALUMINUM5052-H32 � O 21132' PVC FLANGE H - 60308 1/18, _ CORNER WELD (ALL SIDES) 49 —� 2++r3z• SASH CORNER CONSTRUCTION . COIL, .062 X .656, P-4491 ALUMINUM 5052-H32 21/4' 6 7 8 917/32" PVC SASH, CASE. H-6008 AER. ALL SI DES) 10 19132" SCREEN RAIL, TOPISIDE, H-1593 ALUMINUM6063-T6 SCREEN RAIL, SIDE/BTM, H-1592 ALUMINUMSIDE/B 3!a^ 51 1 7132' 3° 205 1!2"I+- ��� 5�, -► 11/16" 2 SASH REINF. S-1505 SCREW SUPPORT - P-3113 PVC GLAZING BEAD - 6064 ALUMINUM 6063-T6 3 118' , 1 B U PDATED PER 2010 FBC 12/5/2011 LI/CASA.TURNER FLP,E.59201 A UPDATE TOPBCCHANGE8 43/17/2008 4 112" - - • • • ;1NIL1;,11}RF/F(, • • • C� d``4�',P., E'rr s rG^A'% VGLiLf.Q4fZ • • • • • >,i.�V? 4 6.N. � :__� WMDON'S h DOORS Z N9 68201 '. 1900 SW 44TH AVE. , • • • .77 • • • 1" = ,t { III, �y = OCALA, FLORIDA 34474 " PVC FR. CASE., MAIN FIN H-6030A t C EXTRUSIONS & B.O.M.LARGE MISSILE IMPACT STATE OF ,'4r PRO/WEfARYANOtOKID�y L 12/07/11 +, A �` p ; `�k ,� 8400 AGE 5/5/2007 tTHCB�PROPERTY OFCV9TOM "j S"l QR'TO"_"•`Q��~� I'- `'' 'CASEMENT 1' 1:2 .c'.CWS•151 WWINN•OW Snit SARICAS PROHIBrTEDTHOVTTHE tthStfiTs` i:V. Li: -?: .._..- B 50F7 1 FF60309 FR, C4.11MAIN, FFAD MKRON PVC 2 F460308 FR, CAE, MAIN, 9LL MORON PVC 3 H•6030B FR., CASE, MAIN, JB., RIGHT . MORON P/C 4 H•8030B FR, CASE, MAML JB., LET MORON PVC 6 K603DA FR, CASE, Wl FN MORON PVc 6 H-6008 BASH, aSE, TOP RAIL MORON PVC 7 H-woo SASH, CASE., BOT. RAIL MKRON PVC 8 H-eme SASH, CASE, SUE RAIL, HNGE MORON wC 9 K6008 SASH, (ABE. SIDERAL, LOCK MORON PVC 10 K1592 SCREEN RAL, SABBTM KEYMARK ALUM 11 FI-1593 SCREBNRALTOWSIDE KEYMARK ALUM 12 GLASS SEE SHEET 3 13 R3028 SET. SLKJ 85 DUR, 1/8" X VW X 2' I.G. FRANK LONE RUBBER 14 R3029 SCREEN L -OUT SLA#Jr 15 R3113 SCREW TEAMMSTIC3 RUBBER 1B R3195 ENSPRIN SPRING, NO SCREEN SPRING, NO HOLE TENSION +7 R3197 SCREEN CORNER KEY M5M NYLON 18 R3217 WSTP W!1nE LEAF SEAL, FRAME AMESBURY RUBBER 19 R3228 SCREBNSfLNE,.165DKEILK CARA 20 R3281 SPACER, ASEAL, SEF SHEET 3 UP DURASEAL TRUSEAL 21 R3342 SEAMSEALE,SM-6604 SCHNEE SILICONE 22 R3429 WSTP., 270 X.187 BACK ULTRA FIN, SIAM SASH ULTRAFAB23FUFFECT GLAZE'M, SKAFLEX 692 HFNKB., SKA 24 R3539 #8 X 3/4'QUAD FH TEc, ZINC, SCREW 25 R3581 8CPEEN CLOTH, 18 X 16 FIBERGLASS RNFER19132" 26 R3587 #B X 1' FH FH TEC2, SS, SCREW FASTENAL SS 27 P-3613 CWS LBL.,'(LOGO) 28 FR3685 CS-8400GOLD CERT. LABEL, WFICTAB 29 FL3752 IcAFFLUG�,In, HOLE MGM NYLON 30 R3881 TE,PORARY LBL NFPoJDP) 31 R3940 SN BSERI:Bs,PVc 32 R4003 TIE BAR GUM ROTO 84 33 R4 004 #8.32 X 112` PH FH, MS. 88 (ROTO HOWE LON FASTBNAL SB 34 R4005 SUPPORT.RA7E, LOCK, SS, ROTO HOWE(Ueewl R4D08) ROTO SS 36 R4006 LOOK, NOLLTI-POlfT, ROTO HDWE, WHITE ROTO SS 30 FL4007 ROTO. OPERATORS(FOR LEFT/RIGHT OPEN CASEMM ROTO SS 37 PL4009 TRACK h SLUFn ASSM, ROM OPER., ROTOHDWE, 17) ROTO SS 39 R4010 STLOBRKT.,ROTOOPE2,L.H.,RGTGHDWE. ROTO ss 39 R4012 SHIN( ROTOOFERATOR, ROTOFDWF. 4.8mm) ROTO NYLON 40 R4014 HANDLE, STD, ROTO OPBR, ROTO HOWE (WHITE) ROTO ZINC 41 R4018 HINGES (LE TMJGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROM 88 42 FL4020 SL.PPORTWASHER. ROTO OPER,ROTO HDWE:(SS) ROTO 88 43 R4021 48-32 x 3/4' Rued FH W/ 1116" Lead, MS, SS, ROTO OF, ROTO HVNE FASTFJNAL 88 44 R4024 GASKET, ROTOOPER, ROTO HDWE,1118' HOP 45 R4031-P-4040 TIBBARS, �ROTO HOWE 1.5 LOCKPOINTS, SS (BY CA MT.) ROTO SS 48 R4060 REINF.COL•ALUMNUAA5052•H32(.050X,437),HD PREC9IONST� ALUM 47 R4043 STRKE, M' LTFOINT M5M NYLON 48 R4i48 #8 x 3/4" FN FLAT TEX, SS FASTENIMP • • • SSG • 49 R4411 FEW, COL -ALUMINUM 5052-HT2 (.062 X.658), HD FPECIS LU 50 R4641 08 x 5/0" PH FIAT TEK, #7 HEAD, SS FASTENyL • •sse • Si s•+5a5 RFTF. CASE SASH KEYMARK• L 62 S•8084 GLZ BD., 718' MNC PVO • • • • •THEtNWRMATIONOONAYNODINR1160RAFANO •• Rw • • PERjffSSIO*OM•T •e• • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ZJa! MIN. EDGE DIST. SEALANT BETWEEN SU [C] AND OPENING BY OTHE 1114' MIN. EMBEDMENT s . P • • P ' P • s . s . s. e. EXTERIOR FlN13H—�• t 1 BY WOOD BUCK BY OTHERS BY OTHERS {A[ •// L PERIMETER SEALANT) BYINSTALLER 1J4' MAX SHIM [B] SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR, 3116' DIA. MASONRY SCREW INSTALLATION ANCHOR, 3116' DIA. MASONRY SCREW. W/ WASHER THRU SCREW . A SUPPORT [C] N. � 2-= MIN. EDGE DIST. ` [C] 'e•' a'. 1 114' MIN. [C] 1 BY W OOD BUCK BY OTHERS (Al —114" MAX SHIM [B] PERIMETER SEALANT AGE BEHIND FLANNGE BY INSTALLER FLBY INSTP 1 3/8" MIN. EMBEDMENT ID] 2 BY WOOD BUCK BY OTHERS (A] 71.@"- MIN. EDGE DIST. 10) INSTALLATION ANCHOR, 010 WOOD SCREW W/ INASHERTHRU SCREW SUPPORT [D] SEALANT BETWEEN BUCK 4ND OPENING BY OTHERS ^ONCRETE(MASONRY 3Y OTHERS EXTERIOR FINISH HORIZONTAL SECTION BY OTHERS 8)FRAME{WOOD) O •� H IVD�B IMILAR FOR 2BY INSTALLATION, W1 WASHER THRU SCREW LL-_l.S_l(f� INSTALLATION ANCHOR, 3116" DIA. ILL INSTALLATION SAME AS SUPPORT [C] MASONRY SCREW W/NFOPRFNE HOWN BELOW BACKED WASHER THRU SCREW - EXTERIOR FINISH IBY OTHERS SUPPORT ICI SEALANT BEHIND FLANGE BY INSTALLER SEALANT UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, 3118' DIA. PERIMETER SEALANT 114' MAX SHIM MASONRY SCREW w/NEOPRENE BY INSTALLER (B] BACKED WASHER THRU SCREW ._._ SUPPORT (C) EXTERIOR FINISH — SEALANT UNDER SCREW BY OTHERS • D a e o •p' D SEALANT BEHIND HEAD BY INSTALLER • ' FLANGE BY ` • D e •' y 'D s• • •' •� ►D 11/4• MIN. EMBEDMENT INSTALLER D• o D, • ►D . •p D D D D D D� D D [C) HIGOUT BY OTHERS H STRENGTH STRUCTURAL � ' C • D • ` ' D • ' .. ' ' • • ' BY NS APERIMETL ER SEALANT GROUT 1//4' MAX SHIM D . s • eD, ; D D ,D.D� C►D EXTERIOR FINISH "` CONCRETEIMASONRY 2 MIN. EDGE DIST. BY OTHERS V,� r BY OTHERS (� ZI —SILL STOOL BY OTHERS nALTERNATE PRECAST SILL DETAIL p . • s: P• •' •pSUPPORT • p , ' "'r ••• •- B UPDATED PER 2010 FBC � p P � p , s . � � s • . P•p P . • : &•s •`- TO MAKE SILL LEVEL 8 FRAME (MASONRY) P „, o ,• :• p• P! ep. p P ,p P• s s .p• : P BY OTHERS LUCAS A. TURNER, FL P.E. 58201 A UPDATE TO 7=EiC CHANG •p.,.. p. • • p '• • • '• • P •P• •��, •O n•�p p�•P, • �•pl• • •• •• ••• • • • • • •i tt )S'F i i 1 1/4• MIN. EMBEOj�IENT • • • • • • • • 41t P� Sl l � BY [C] • • • • • • • • • • • • • • *.UP�a 4�0 G Al S+GQ I __+F 7ND0}VS R DOOR F^2JX MIN. EDGE DIST • • • • • • • • • y �r t No U201 : iP % 1900 SW 44'TH AVE. [Cl • • • • • • • • • • • • ?' i ; * e OCALA, FLORIDA 34474 zz • • • • • PR(��Leruer/'Q�f 12/07/11 • •THE IIfORMA710NCONAuN�I'jMDRAt21".79T0 PR. PERTYOFCUSTON • WINDOW SYSTEM�!NC*NYREPRODUCT"ORWHARA AWHOLEWITHOUT THE • •WRITTEN PEF•rtSSl01•DF CU•TOMWINlOWS�N BPROMBITED. . �� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • REFERENCE NOTES: [A] SEE NOTE ". SHT 1 IB] SEE NOTE 2b3, SHT 2 ICISBENOTE 4,SHT2 [D)SEENOTE 5,SHT2 [E] SEE NOTE 6, SHT 2 6400 " " ADE 5/5/2007 .Gu. 1W(. NO t CASEMENT NTS CWS-161 r,, B nrainx:le SOFT SHEATHING BY OTHERS SEALANT BEHIND FIN BYINSTALLER EXTERIOR FINISH — BY OTHERS PERIMETER SEALANT BYINSTALLER WINDOW WRAP ----� BY INSTALLER WINDOW WRAP BYINSTALLER PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FIN BYINSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 1 117 MIN EMBEDMENT [El INSTALLATION ANCHOR, #8 WOOD SCREW wl WASHER. (El -2 BY WOOD BUCK BY OTHERS [A] ]L9_ MIN EDGE DIST (El MAXSHIM 2 BY WOOD BUCK, - BY OTHERS [A) INSTALLATION ANCHOR, #8 WOOD SCREW ./- WASHER. [EI L= MIN EMBEDMENT [E) � SHEATHING d A= ea BY OTHERS C • • EXTERIOR FINISH BY OTHERS 114' MAXSHIM [B] SEALANT BEHIND FIN— BYINSTALLER _ M44'. MIN EDGE DIST + -- [El 2 BY WOOD BUCK °fie• _.....,.. _._. .... _..-_�_._..._.__.... BY OTHERS (A) �.e INSTALLATION ANCHOR, k8 WOOD SCREW w/ �e•° WASHER ° [E] •• ••• • • • • • •• 1 112• MIN EMBEDMENT • • • • • • • • • IF] • •• • • • • ••• • •• ••• •• • • • •• E VERTICALSECTION 7 FIN (WOOD) z • • • • • rRcOme Rv of D 12/07/11 • *THE IIFORMATTONtON�UNAb IN1H15 ORAAVy(,INO 4 I S PROPERTY OF CUSTOM • WIN06WSYSTEM*INCMNYREPIR]OUCTIg11NE R RWHOLE WITHOUT THE ••WRIT1€N PERrSSIC•OF CU•TOW WOW$06W&ISPINCft PROWBITED. ••• • •• • •• • ••• • • • • ••• • • ••• • • • ••• • • MIN EDGE DIST 1/4" MAXSHIM [B) F HORIZONTAL. SECTION 7 FIN (WOOD) WINDOW WRAP BYINSTALLER PERIMETER SEALANT BYINSTALLER REFERENCE NOTES AI SEE NOTE 10, SHT 1 BI SEE NOTE 2&3, SHT 2 �C) SEE NOTE 4, SHT 2 SEE NOTE 5, SHT 2 . (DJ SEE NOTE 6, SHT 2 B UPDATED PER 2010 FBC 12/5/20' 58201 A UPDATE TO FBC CHANGES 03/17/20 ��i,• I��KLL!%is 1 .�.1WMDOWS&DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 fl1'i. E: INSTALLATION ANCHOR FIN DETAIL -LARGE MISSILE IMPA ., ..i.....,. 6400 urOWN s.. ADE .. 5/5120( a'EI.., CASEMENT sr -a E NTS t:r. �! ` CWS-1 a :;r: 7 OF 7 PNC Online Banking Page 1 of 1 ` Q PNC Online Banking A Date Description Amount Account 04/02/2015 Check 1019 $27,745.00 1203882394 This is an image of a check, substitute check, or deposit ticket. Refer to •our posted transactions to verify the status of the item. For more information about image delivery cli re or to speak with a representative call: 1-888-PNC-BANK (1-888-762-2265) Monday : 7 a.m. - 10 p.m. ET, Saturday & Sunday: 8 a.m. - 5 p.m. ET. i--- ..._ JAMES J WEDNER a614 iF oM 10000 2 019 3U RFED GRASS OR ovIEW,Fl=786.4eoa 14f.-50-0-14A Fsatc2e'ro Order of to the L&*45 Tc . Ck14,4 (� $ a"'f,'7g5•c..� 14RS MAW. B Q PNCBANK L�:2b?08L1991: 120388239L114 10119 020002744500,0j 3 Z @gg g 6 S 1g S I 7jo �% 2 11 35 0331J508744 •••••• •• • •••••• • ®Copyright 2010. The PNC Financial Services Group, Inc. All Rights Reserved. 009000 • • • •••• •••• • • •••• •••• ••••• •••••• •• • ••••• •• •• •• • •••••• • • • • • •••••• https://www.onlinebanking.pnc. com/alservletITransactionlnfoRequestS ervlet?accountNo=... 5/29/2015