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WS-15-724Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-231329 Permit Number: WS -3-15-724 Scheduled Inspection Date: June 26, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: FEUER, AARON & KRISTEN Work Classification: Window/Door Replacement Job Address: 78 NE 107 Street Miami Shores, FL 33138- Phone Number Parcel Number 1121360070100 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792.4415 6miaing uepanment comments REPLACE 15 IMPACT WINDOWS AND 3 IMPACT DOORSI Infractio Passed Comments SIZE FOR SIZE. INSPECTOR COMMENTS False June 25, 2015 For Inspections please call: (305)762-4949 Page 1 of 32 Inspector Comments Passed Failed Correction Needed ❑ Re -inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid June 25, 2015 For Inspections please call: (305)762-4949 Page 1 of 32 o, Miami Shores Village Wig° 10050 N.E. 2nd Avenue NE DBPR Fee Miami Shores, FL 33138-0000 DCA Fee Phone: (305)795-2204 Project Address Parcel Number Applicant 78 NE 107 Street 1121360070100 AARON & KRISTEN FEUER Miami Shores, FL 33138- Block: Lot: Omer Information Address Phone Cell AARON & KRISTEN FEUER 78 NE 107 Street MIAMI SHORES FL 33161-7030 78 NE 107 Street MIAMI SHORES FL 33161-7030 Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792-4415 e of Work: REPLACE 15 IMPACT WINDOWS AND 3 IMP of Openings: 18 litional Info: ssification: Residential inning: 3 Fees Due Amount CCF $13.20 DBPR Fee $4.20 DCA Fee $4.20 Education Surcharge $4.40 Permit Fee $280.00 Scanning Fee $9.00 Technology Fee $17.60 Total: $332.60 In consideration of the issuar pertaining thereto and in strict accepting this permit I assum required for ELECTRICAL, PLI OWNERS AFFIDAVIT J I construction and zonin Valuation: $ 21,800.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -3-15-54998 04/02/2015 Check* 2422 $ 282.60 $ 50.00 03/31/2015 Check #: 2403 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 'El me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations mity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In Dnsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are G, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. Authorized Signature: Owner the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating authorize the above-named contractor to do the work stated. April 02, 2015 Building Department Copy April 02, 2015 1 Miami Shores Village Building Department artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ` Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 7d I of bi-' MAR Ll 2015 �FBC 20 ( 6 Permit No. 4/y s — L7—'� 2_ '1 Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-01-3(P- 00-7-0100 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): b1A EON §=tW-MZ Phone#: Address: 7 8 NC 101 C)r• City: I'tmPdI State: Vd" Zip: 331 (nl Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: FL. HOME IMPROVEMENT ASSOC. Phone#: 954-792-4415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: 954-792-4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954-792-4415 ext 243 Email Address: PERMITS@FHAPRODUCTS.COM DESIGNER: Architect/Engineer: GARY McDOUGLE Phone#: 561-752-5440 Value of Work for this Permit: $ 21, e) 00 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New tepair/Replace ❑Demolition Description of Work: ZE PI_AC E 15 1171 PA f- W I W OOI-U.S A1,10 �!) (MPA. rf 000 51Zz: Poe 517 Color thru tile: Submittal Fee $iso Permit Fee $ ®� CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 approv a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The fore omg instrument was acknowledged before me this -30 The fore�goiin"g instrument was acknowledged before me thi day of , 20 Q� by [Q ( ao@r day of I�� , 20 �, by WAYNE T. BURNETT who is personally known to me or who has produced who is personally known to me or who has produced As i tification and who did take an oath. as identification and who did take an oath. NOTARYsPqJJRLIC NOTARY PUBLIe- II Sign: Print: R fI�RTINEZ My Commission gxpires: .00-01 APPROVED BY 0 Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Sign: � V", Print: CA gVINA MARTINEZ 0. My Commission Expr,p Zoning Clerk Property ` Ift Aft �j; OFF16'E OF THE PHUPERIY APPRAISER% Summary Report Properly Information Folio: 11-2136-007-0100 Property Address: 78 NE 107 ST Owner AARON M FEUER KRISTEN L FEUER Mailing Address 78 NE 107 ST MIAMI, FL 33161 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths I Half 3/1/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,325 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1944 Assessment Information Year 2014 2013 2012 Land Value $154,253 $87,509 $75,421 Building Value $90,117 $90,129 $100,581 XF Value $1,314 $1,324 $1,552 Market Value $245,684 $178,962 $177,554 Assessed Value $181,646 $178,962 $177,554 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment $64,038 Reduction Exemption Value Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 3 PB 42-33 LOT 2 BLK 207 LOT SIZE 75.000 X 123 OR 15242-26 10914 Generated On: 3/9/2015 Taxable Value Information Previous 2014 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $131,646 $128,962 $127,554 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $156,646 $153,962 $152,554 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $131,646 $128,9621 $127,554 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $131,646 $128,962 $127,554 Sales Information Previous Price OR Book- Qualification Description Sale Page 11/04/2010 $178,000 27546-1394 Financial inst or "In Lieu of Forclosure" stated Financial inst or "In Lieu of Forclosure" 03/03/2010 $65,100 27243-3586 stated 06/01/2006 $440,000 24643-1762 2008 and prior year sales; Qual by exam of deed 08/01/2005 $0 23857-0337 Qual by exam of deed 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 3/9/2015 ON March 25, 2015 SPECIALTY ENGINEERING CONSULTANTS, Inc. DADE - BROWARD - PALM BEACH Mr. Tom Burnett Florida Home Improvements 4070 SW 30 Ave Hollywood, FL C P y Re: FEUER RESIDENCE, 78 NE 107TH STREET, MIAMI SHORES, FL INSTALLATION OF 4x4 ALUMINUM TUBE MULLION Dear Mr. Burnett: MAR Z1 2015 Pursuant to your request we have reviewed the installation of a 4x4 x 1/4" Aluminum tube mullion common to the horizontal sliding windows, abutting windows 12 and 13 at the referenced home. The home is a one story, single family residence. We have calculated the wind loads in accordance with ASCE 7-10 and the 2010 Florida Building Code, HVHZ sections. The mullion will be supporting two windows (49.25"x 49.125 and 49.25"x 49.125",) parallel to each other. Based on a calculated wind load of 53.6 psf (zone 5) the end reactions are approximately 450.3 lbs, in the Y direction perpendicular to the window face. Based on the installation of (3) 1/4" diameter Tapcons with 1-3/4" embedment into each mull clip, top and bottom, the mullion can safely support the imposed loads. In conclusion, it is our opinion based on our calculations that the installation of a 4x4 mullion at an inside comer is capable of support the code prescribed loads given the conditions given herein. We hope that you find this information helpful and should you have any questions please feel free to call on us. RespeQcAt lly Spec**R� gin siWats, Inc. • ®S `� c Gary'o'1:�ugl; Vice ex ine State of Foot ic- Registered Professional Engineer: #0056214 Certificate of Authorization: #009217 Spencer Ledgard, EI Project Engineer ws- (5— -� (-� k-/ Miami Shores Vii age F I P.PPR0 V E -D BY DATE 1 j ZONING DEPT _.LDG DEPT i';, )13.IFCT TO COMPLIANCE WITH ALL FEDERAL "IATI- AND COUNTY RULES AND REGULATIONS 1599 SW 30'` Avenue, Suite 20 - Boynton Beach, FL 33426 - Office: 561-752-5440 - Fax: 561-752-5542 ��ol '7� SPECIALTY ENGINEERING CONSULTANTS, Inc. a March 25, 2015 Mr. Tom Burnett Florida Home Improvements 4070 SW 30 Ave Hollywood, FL Re: FEUER RESIDENCE, 78 NE 107' STREET, MUM SHORES, FL INSTALLATION OF 4x4 ALUMINUM TUBE MULLION Dear Mr. Burnett: Pursuant to your request we have reviewed the installation of a 4x4 x 1/4" Aluminum tube mullion common to the horizontal sliding windows, abutting windows 13 and 14 at the referenced home. The home is a one story, single family residence. We have calculated the wind loads in accordance with ASCE 7-10 and the 2010 Florida Building Code, HVHZ sections. The mullion will be supporting two windows (49.25"x 49.125 and 87.125"x 49.125") perpendicular to each other. Based on a calculated wind load of 53.6 psf (zone 5) the end reactions are approximately 623.4 lbs. Based on the installation of (3) 1/4" diameter Tapcons with 1-3/4" embedment into each mull clip, top and bottom, the mullion can safely support the imposed loads. In conclusion, it is our opinion based on our calculations that the installation of a 4x4 mullion at an inside corner is capable of support the code prescribed loads given the conditions given herein. o ®ee'seaee o We�bais information helpful and should you have any questions please feel free to call on us. v. •LICE p ��, sp c'tte� : t� Cialty eerie Consu#ants, Inc. o cS� s Gaiq, oug�e, ®1: Pals Spencer Ledgard, EI Vice eoo09 State of Florida: Registered Professional Engineer: #0056214 Certificate of Authorization: #009217 Project Engineer 1599 SW 30t` Avenue, Suite 20 - Boynton Beach, FL 33426 - Office: 561-752-5440 - Fax: 561-752-5542 SPECIALTY ENGINEERING CONSULTANTS, Inc. DADE - BROWARD - PALM BEACH March 25, 2015 Mr. Tom Burnett Florida Home Improvements 4070 SW 30 Ave Hollywood, FL Re: FEUER RESIDENCE, 78 NE 107TH STREET, MIAMI SHORES, FL INSTALLATION OF 4x4 ALUMINUM TUBE MULLION Dear Mr. Burnett: Pursuant to your request we have reviewed the installation of a 4x4 x 1/4" Aluminum tube mullion common to the horizontal sliding windows, abutting windows 14 and 15 at the referenced home. The home is a one story, single family residence. We have calculated the wind loads in accordance with ASCE 7-10 and the 2010 Florida Building Code, HVHZ sections. The mullion will be supporting two windows (87.125"x 49.125 and"x 80.5" x 49.125",) parallel to each other. Based on a calculated wind load of 53.6 psf (zone 5) the end reactions are approximately 766.3 lbs. Based on the installation of (3) 1/4" diameter Tapcons with 1-3/4" embedment into each mull clip, top and bottom, the mullion can safely support the imposed loads. In conclusion, it is our opinion based on our calculations that the installation of a 4x4 mullion at an inside corner is capable of support the code prescribed loads given the conditions given herein. We hope that you find this information helpful and should you have any questions please feel free to call on us. e`®��Y119@1111j®!!! o® Gary 11 Rcye�®®® �eecilIty E eeri t of sfltants, Inc. —®. 1 tr vim• • V ou 1 VS. Spencer Ledgard, EI �f¢o bbsi'dor 9f Epgine-2 Project Engineer State o gyp© �a 0". . � 2 `'� Registered Professional Engineer: #0056214 Certificate of Authorization: #009217 1599 SW 30'h Avenue, Suite 20 - Boynton Beach, FL 33426 - Office: 561-752-5440 - Fax: 561-752-5542 INSPECTOR NOTE: STRUCTURE WAS DESIGNED BASED ON THE FBC 2010, AND ASCE 7-10, 175 MPH (3 SEC), EXP. C. RISK CAT. 2. GENERAL NOTES 1. 3x3xY" ALUMINUM TUBE. 2. MODIFIED MULL CUPS 3. (3) Y"0 x 2" TAPCONS, MIN. EMBED %2", MIN. EDGE DISTANCE 2y2n. 4. MASONRY CORNER. 5. (2) #12 FH SMS PER MULL CUP ATTACHING 30 ALUMINUM TUBE TO MULL CUP 6. THIS DETAIL IS TO BE IMPLEMENTED BETWEEN WINDOWS #13 & #14 3x3x1 f 4" CORNER TUBE SL•ALE 2• - 1'-0• O O O ALUMINUM TUBE CLIP SCALE: 2" - r-0' GENERAL NOTES 1. 4x4xY" 6063-T6 ALUMINUM TUBE. 2. FIELD MODIFIED MULL CUPS 3. (3) Y"0 x 2" TAPCONS, MIN. EMBED %", MIN. EDGE DISTANCE 2Y". 4. CONCRETE SUBSTRATE. 5. (2) #12 FH SMS PER MULL CUP ATTACHING 30 ALUMINUM TUBE TO MULL CUP 6. THIS DETAIL IS TO BE IMPLEMENTED BETWEEN WINDOWS #12 & #13 AND #14 & #15 30014" ALUMINUM TUBE sagE. r - 1'—r ALUMINUM TUBE CLIP s r - r—V V (mph) 175 1620 FBC for HVHL, or Fib. 26.5-1a Risk Category 11 Table 1.5-1, page F,q- C Section 26.7 Kd 0.83 Table 26.6-I, page 250 Ka IFigmo 26.8.1, page 252 GCpi 0.18 118 0.55 pitchofroof 3112 14.0 degrees theta 14.0 dep- Specla En0lneetOtO Cone03ante, Inc. �66ttiEE4: 1588 SW 30 Avenue, Stdte aR0 Boynton Beech, FL 334326 ;y FL. CA # 008217 ^s .sat g1�` WOWVelocBea bt Florkle DadeI Palm Beach Risk CaL 1 165 156 ISG I Low risk to b- sheds Risk CaL 2 175170 170 3' a F®il Residences Risk CeL 3&4 '186 180 130 F�wtiel Fecili0ea Amufo,unpanma Ares ofoonvonaut Area fcm== Ates ofcomponcat Area ofcmmponcm Am ofamnwaam Area ofcDmpmmw Area of Areadmpcat Ams efoomponcat Area of t 10.0.f 15.0 of 20.0 sf 25.0 sf 30.0 of 35.0 of 40.0 sf 45.0 sf 50.0 sf 55.0 of 60.0 sf Mean Root' Hei e 4 Zone 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 40.138.8 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 15 43.4 W 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 40.6 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 16 -44.0 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 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 41.1 39.8 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 17 44.6 -55.1 43.4 -52.7 -42.9 -51.9 42.5 -51.1 42.1- -50.4 41.7 49.6 41.3 48.8 40.8 48.0 -40.4 47.2 40.0 46.4 -39.6 45.7 41.6 41.6 40.3 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 -55.7 43.9 -53.3 43.5 -52.6 43.0 -51.8 -02.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 40.9 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 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 44.4 -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 -08.3 41.0 47.5 -40.5 46.7 42.6 42.6 41.2 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 43.0 43.0 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 21 -46.6 -57.6 45.3 -55.1 1 44.9 -54.3 1 44.4 -53.5 1 44.0 -52.6 43.6 1 -51.8 43.1 -51.0 42.7 -50.2 42.3 49.4 41.8 1 48.5 41.4 47.7 43.4 43.4 42.0 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 1 47.1 -58.1 45.8 -55.6 45.3 -54.8 44.9 -54.0 44.4 1 -53.2 44.0 -52.3 43.6 1 -51.5 43.1 -50.7 -02.7 49.9 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 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 23 47.5 -58.7 1 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 44.2 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 24 48.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -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 25 48.4 -59.7 47.0 -57.2 1 46.6 -56.3 1 46.1 -55.5 45.7 -54.6 45.2 1 -53.8 44.7 --52.9 44.3 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 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 1 48.8 -60.2 47.4 -57.6 47.0 -56.8 -46.5 -55.9 .46.0 -55.1 45.6 -54.2 45.1 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 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 -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 0 -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 40.70 00, 29 49.9 61.6 48.5 -59.0 1 48.0 -58.1 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 8 3 - 1 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 ®@ .� 40:5' ° °-�iE ° . 4g. 30 -50.3 62.1 48.9 -59.4 48.4 -58.5 47.9 -57.6 47.4 -56.8 47.0 -55.9 46.5 -55.0 46.0 -54.1 45.6 -53.2 -45.1 V L.• *:MARS 5 _3 T 441 ID +eeeeeeee� MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 78 NE 107 ST MIAMI SHORES FL 33161 Permit No. 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 FL16736.1 +60.0 -60.0 +40.1 -53.6 35 3/4 x 50 3/8 NO YES y `L y .�. 2 1, 1, 54 x 501/4 3 FL16177.1 +70.0 -70.0 .L -43.4 73 7/8 x 38 4 y y 17 5/8 x 241/2 5 FL16736.1 +60.0 -60.0 .L -53.6 721/2 x 491/4 6 ,y FL16177.1 +70.0 -70.0 1l 35 3/4 x 491/4 7 DOOR 14-0303.09 -75.0 -85.0 .L -43.4 37 3/4 x 81 .l. 8 WINDOW FL16736.1 +60.0 -60.0 1l 541/4 x 621/2 .l. 9 FL16177.1 +70.0 -70.0 35 3/4 x 50 3/8 10 -53.6 36 x 371/4 11 DOOR 14-0303.09 -75.0 -85.0 .L .l. 34 3/4 x 81 .L 12 WINDOW FL16736.1 +60.0 -60.0 .(. -43.4 491/4 x 491/8 13 1 1� 1� -53.6 y 14 .J, FL16736.2 1� 871/8 x 491/8 .� 15 -43.4 801/2 x 491/8 .l. 2x4 12-0221.09 16 DOOR 14-0303.09 -75.0 -85.0 40 x 82 5/8 .L 17 WINDOW FL16736.1 +60.0 -60.0 -53.6 35 7/6 x50 3/8 18 36 x 50 3/8 .� i F -DIAGRAM SHE �saaser-�s+a4aeaavoresaern� MEASURING TECH CUSTOMER'S NAME FHA LEAD NUMBER TYPE OF PROPERTY ROOF HEIGHT FLOOR NUMM MEASURE HATE TOTAL# OF FLOORS -7 _ --- - -f t t 1 Jl tt { � Y! �iy e,� Iw a..3._ .M:.• � � ..w— ...w- ...w' .. Y.'i .^Y.^ -I—• .•i._... ... ... . ��1 � �-Tt '• » :-".P"' i--... ��•.i .. .V• .331 � t g {{ •I t 't �� ^ t ir1••; �—�L�..� +- �♦ .wd...:r5 r�—..; ._fes.. � _ «_ ,__ �. _ �. • . _. ..4...__>•.....-... _ -"'mss"' { _, vi . ... „ - .�.+17c }, :i.«.. ..;}.. _� .,i. .. .. _• ...:ter. .. __,�..�._ _ - � ' ` ' �«.. ; 77 t. «:.4w.y..4 :�rw«MY-••.--•.a+.-�:,. � 1 .2Mn e _. �.... ... .. .. u}'....,:... ,r +.,.'..�q� .�.,.^ y 1 7-1 """�.-•_.s�- Florida Building Code Online Pagel of 2 --F=:v M1ctx X,vdv:=.::zP�:;� _�y - �:;&: - Sr,�"-•:"�' .`amu•., ' ,ut rjd �i C rrl r' am Home ; Log In User Regishation Hot Toptrs 5utanR Surcharge Stats Fads Publication MC Staff .SCIS Sita Map lJnks Search 3usiness USM, Prod m User Approval �, !°•. Y• 7sri Product Aooroval Menu > PrWuct nr Aon mUcm �n� > ADoacation Ltst > AppiicaCmn DeWl FL # Lucas A. Turner Application Type Code Verslon UApproved Application Status Comments 05/17/2016 Archived _ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 39474 (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, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 dedy@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Imo' 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 ua Validation Checklist - Hardcopy Received Certificate of independence Fl 1 6177 RO COI EvalRep CWS -812A tSH-8100 Impact 53x63 NoS111Anch).odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/LS.2/A440-08 2008 ASTM E 1300-04 2004 ASTM E1886-05 .2005 http://www.floridabuilcling.org/pr/pr_app_del.aspx?param=wGEVXQwtDgvyf4ngAXhl Oy... 4/18/2013 Florida Building Code Online t. Equivalence of Product Standards Certified By Sections from the Code Page 2 of 2 ASTM E1996-06 2006 PA TAS 201/202/203 1994 Product Approval Method Method i Option D B Date Submitted 01/31/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/26/2013 Date Approved 04/09/2013 SumunaRy of Products FFfF Model, Number or Name Description 1. 177.1 SH -8100 PVC Single Hung SH -8100 PVC Single !-lung Im ct Resistant window. L m of Use Approved for use in HVHZ: Yes Installation Instructions FL16177 RO II CWS -812A (SH -8100 Impact 53x63 Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16177 RQ AE DuPont PVB NQA 11-0624 01 tldf i Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 other: SH -8100 PVC Impact, Max. Fl. size 35, no sill anchors required. Safety glazing required on outer lite above 30 ft. in HVHZ. FL16�77 RO AE EvalRep CMS -812A (5H-8100 impact 53x63 N SIIIAnch). f F1 16177 RO AE Mlkron NQA 11-0830 09.0df Created by independent Third Party: Yes C;Pritact US:: 1940 Noah Monroe Street. Tallahassee IL 32399 PMQne: a50 -487-1M The State of Florida Is an AA/ESD emplOW. c' R "aht 2007-2010 State of Fbrida :: Prlvaev Statement :: AccessibilityaSiatenlent :: Refund Statement Under Florida law, email addresses are public Records. If you do not wart your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the dflce by phone or W traditional mail- If you have any questions, Please contact 850.487.1345. -Pursuant to Sealon 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address W they have one. The email. provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish in supply a personal address, please provide the Department with an email address which can be made available to the Public. To determine ifyou are a licensee under Chapter 455, FS., please dick.. Product Approval Accepts: http://Www.floridabWl-diniz.org/pr/pr app dti.aspx?param=wGEVXQwtDgvyf4ugAniOy... 4/18/2413 M TURNER ENGINEERING & CONSULTING, INC. 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 FBPE C.OA. #29779 Evaluation Report 812A January 3, 2013 Product Description: Series 8100 AVC 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 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 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-210-3815-IA, -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/I.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: 9 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.0.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. 11*131i9r� Fv 1/3/2013 �.T'� Lucas A. Turner, P.E. °•+'T.•`� FL PE #58201 ,tripe.to' Lucas Tumer 2013-01-03 13:41-05:00 SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) 1. THE IMPACT REQUIREMENT, 1. THE PRODUCT SHOWN HEREIN IS OESIGNED'AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. MAX63 ER4LL 2. GLAZING OPTIONS: (SEE SHEET 3) FLANGE WIDTH 3. CONFIGURATIONS: "0!X". 51718" MAX UNIT MOTH -IMPACT: PVS SASHflMPACT HOOK 47 11116' GLASS DLO 4. DESIGN PRESSURE RATING: -NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM! E-1300-04. _77-POSITIVE bESIGN LOADS BASED ON, TESTED PRESSURE, WATER FF I INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 6. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE MAX. I / ' I DESIGN OF THIS PRODUCT. SEE SHEETS 6 & 7 FOR INSTALLATION DETAIL. OVERALL 1 I WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR FLANGEI CALCULATIONS. HEIGHT ® 2013/16' GLASS B. PRODUCT APPROVED FOR IMPACT RESISTANCE. LO I 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT 61314' I 1 USEDAT FIXED MEETING RAILAND JAMB. MAX UNIT 8. SERIES 1 MODEL DESIGNATION SW8100. HT. $. 1 X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED 1 I TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS 103!16• t 17�, RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. SASH I GLASS 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X- OPERABLE HEIGHT DLO SASH; 0 = FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL I j ELEVATIONS IN A SIMILAR LOCATION. I 46 1116° GLASS DLO - 463W MAX SASH WIDTH LUCAS A. TURNER. FL. P.E., 58201 A RECONFIGURED 912012 10!18112 DESIGN PRESSURE RATING *P1�11tSLDRbY'{rib ......., r� •,, X70 PSF 4h��.4 0> N s•.;Py,,� 1.TNImws A DOW TABLE OF CONTENTS *'v Z No SM1 i 1900 S W 44TH AVE. I ti C GALA, FLORIDA 34474 GENERAL NOTES & ELEVATIONS.....1 Lucas Tumer : -01 I eg: - GENERAL NOTES & ELEVATIONS -LARGE MISSILE IMPACT ANCHOR SCHEDULE & NOTES..........2 'A STATE OF i4V * AWN BY: GLAZING DETAIL.................................3 2013-01-0313:40-05:00 : pa kr� 8100 BAT 06118/2012 SECTION VIEWS.................._.............. 4 ra .,R P �� • EXTRUSIONS & B.O.M ............:.........b aROMMARY AND CO*WSNTIAL 1!312013 y { D 4 L.•'" `.� a LF_ INSTALLATION DETAIL ........................8.7 WINDOWys" �ANvDr�OoucriO�rfINPARTO IS ORRASAW o WROPERTYITHOUT THE UsTOmx,415/0 Op �� PVC SINGLE HUNG EV.LOTcER:TS CWS 81 ml•tlif=T: WRR7EN PERMISSION OF CUSTOM WINDOW, srsTFws, imc. IB r+ marrEO. �fr48f11111 11 A 10F7 10112" MAX O C. SPACING NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION AS SHOWN. NO ANCHORS REQUIRED IN SILL 2, SHIM AS REQ'O AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACKTO BE 114" FOR MASONI WOOD, AND 118" FOR METAL, USE SHIMS WHERE SPACE GREATER THAN 1116 IS PRESENT. DIA. ELCO SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHFBVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY TF.. BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 212", IN ANY DIRECTION, SHALL BE ACHIEVED. NOTE 6. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/6' INTO BY WOOO BUCK. A MINIMUM EDGE DISTANCE OF 719° SHALL BE ACHIEVED IN ANY DIRECTION. S. #10-16 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 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: B. CONCRETE MINIMUM MNIMUM COMPho RESSIVE STMTY OF RENGT.55 H OF 3192 PSERN I. OR GREATER) C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-60, GRADE N, TYPE 1 (OR GREATER). D. ALUMINUM -116" THICK MIN., 6093 T9 MIN. E. STEEL -.060" THICK MIN, 33 KSI MIN. 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS FMA/AAMA 100 (FIN WINDOWS); PROPRIETARY ANO COWMENTTAL 1� 013 FMA/AAMA 200 (FLANGE WINDQWS), THE INFORMATION CONTAINED W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM FMANVDMA 290 (BOX WINDOWS), WINDOW SYSTEMS. INC. ANY REPRODVCTION IN PART OR AS A WHOUF WITHOUT THE FMA/AAMA/VVDMA 300 (EXTERIOR DOORSI. WRITTEN PERMISSION OF GuSToM vomow SYSTEMS, INC. Is PR02itB Tm LUCAS A. TURNER, FL. P -E, 55201 j A I RECONFIGURED 012012 INSTALLATION ANCHORS (TYP) 10/18112 No b8201 '".41-P900 SW 44TH AVE, ,* wJDCALA, FLORIDA 34474 rM �ar My" ANCHOR SCHEDULE 8 NOTES -LARGE MISSILE IMPACT STATE OF :'k$mim RAVVIII, 13y. 8100 BAT AlEz 0611812012 n_•+..... f5..�;PVC SINGLE HUNGALtNTS CWS -81 20F7 I'M OVERALL 118" ANNEALED OR TEMPERED 7118° AIRSPACE 5118" LAMINATED 1B" ANNEALED .080" DUPONT PVS INTERLAYER VIS' ANNEALED 552 OR PURFECT GLAZE "H" 112° GLASS BITE FIXED LITE (EQUAL SPLIT) SASS zz- PROPRIETARY AND CONFlDERML 113/2013 THE INr^ORMATm CONTAINED IN TMS DRAWING IB THE DOLE PROPERTY OF CUSTOM WINDOW SES3��NDOEMOR .ItouT THE WRI`TEHP Oi0iOSTOM WINDOW �TEMS. INC. IS OHBM, 719' OVERALL 1B" ANNEALED OR TEMPERED 711S" AIRSPACE 5119' LAMINATED 118" ANNEALED .Off DUPONT PVB INTERLAYER . 118° ANNPALED 882 OR PURFECT GLAZE "H" 112" GLASS BITE LUCASA.TU9RNr:R,FL.P.E.,582C1 I A IRECONFIGURED9/2012 10118712 No 58201 ':'iA : t9Do SW 44TH AVE. * I s CALA, FLORIDA 34474 lt: GLAZING DEATAIL. LARGE MISSILE IMPACT STATE OFu�;s `8100 :BAT 1`� 06/1812012 N% ,. /OoptNDel.: PVC SINGLE HUNG ' NTS " CWS -81 .lET1'Ei2: A F, T� 3 OF 7 SECTION AA (EQUAL SPLIT) PROPMrARYANO COMDENML 1/3/2013 THE INFORMAmON CONTMNED IN THIS DRAWING 19 THE SOLE PROPERTY OF CUSTOM NE REPRODUCTION OR A WHOLE O� THE WRTT�SSION OF CLSTOMDN YMSINC. IS PROM91TEM m I=t - SECTION 8-8 NOTE LEFT SIDE SHOWS FIXED LRE CUTAWAY, RIQHT SIDE SHOWS SASH CLRA.WAY NOTES: ITEMS 20, 25, 26, 38, 37, 44, 51, 52, 65, 68, 64, 87, 68 ARE USED BUT NOT SHOWN FOR CLARITY, LUCAS A TURNER, FL. P.E.. 69201 1A I RECONFIGURED 91201 No 582m? '•`) * i = 1 ¢C OTATR OP e404 e p ; Qj Q R f C?N��+ 4�nNA� 900 SW 44TH AVE. CALA, FLORIDA 34474 TLE� SECTION VIEWS, EQUAL SPLIT, LARGE 8100. BAT I PVC SINGLE HUNG SCALE. NTS EJ. LETTER: A :IMPACT 06/1 B/2612 7 Item# Part DescHptlan Vendor lifieterfal 1 H-8031 Main Fr., SH, w/Fig., PVG. Head M11(fon Vinyl 9-8031 Maln Fr.$H, w/Flg., PVC, SHI Mlkmri Vinyl 3 H-8031 Main Fr„ $H,., , L. Jb. mamn Vinyl 4 H-6031 Win Fr., $H, w/FIg., PVC, R. Jb. Ntkron Vinyl 8 8.1677 ImpsctHook Keymark Alum 8 H-6027 eah Mast Rell, PVC Mkmn Anyi 9 H-1497 Relnt Sash Mast. Rail Keymark Aum 10 7.8028 set Bottpm Rel , MiRron ihnyl 12 H-5004 Sash Side/r0ptBo Rall Mkmn n I t S-1496 Retnt Ft RIR . . 14 90084 Gla ., !$",Fxd, Had. kron VIny1 15 5-6084 Giz Bd., 7B".Fxd., VerL NUkron Mn --8084 GIz Bd., 718",Sash, Hoa Mtkron nyl 17 58084 Glz 8d., 718°,Sash Vert Mikron Vin 18 3-8013 Sam. Adapt, w1Nlb, PVC, Hodz N&kron Vinyl 19 5-8014 Sam. Ada t, PVC, Vert R+Airrort tAnpt 20 S-5020 Sa Stop FIIIer;P�,Vert kron Vin 23 -1699 Reinforcement, SBR Ke ark Filum 24 P-2190 Balance B t 25 P 059 SashCa P B 1 Plastic 26 P-3049 ,, Take Out lip BSI SS 27 P-3783 Lock, Impact PVC In ad" 28 P 4089 Keeper, nip interlock Zamac 30 aepCo+lerw/Flap Gaer Fiesta 32 IsIp.,0270x.8 ba n$eel,Gra Ulirefab 33 /etp., 0.270 x.187 back "aal, re Ultrafab 34 s -, 0270 x.1al, Gray35 %#08x2-102PH 0x.1backFlnSeal, GrayItratab 36 %h . 0270 x.187 back Fln8eal, Grey lrafab37 8 x 2-112 PH Mod. Truss,TypeA,TEK2 Fasten8l Steel 38 8x0.82 ` h SMS Hub I Steel 39 P4051 W #8 x1.260, Ph FH TEK WAIL Hub City tee! 0 264W 08 x314 FHP %VM HeSO, I hie—, E Hub CIty tee 44 P-3342 Seem $calor, WM04 Schnee 46 P3762 Ce PIug.1/2"Hole M&M Nylon 47 P-3 38 Sika11ex552orPudectGlaze"H" Slka/Henke! 48 Set alit, 85 Dur, 1/8°x518"x g. F. Lowe Rubber 51 P-3881 Temporary' Lbl. (N IDP 52 P 3813 CWS Lbl. (logo Pro Label 63 gash Sse i a F5jd Use GlaVng k;hart Jag. Be P.3281 Spacer Dumseal 67— P-3 Green Frime, HaftAttmetal Filum 83 P-3 18 Screen Frame, Vert Altmetal Alum 84 1 Screen Frame comer Key Atmetall Plastic P-358 Screen ,18x18 Floe lass Bet-rwe Frbergiaas ee P-3228 Screen SP.6na, .166 Din, elk. Dopa Vin P-3029 Screen Pup Tab 9ummft Alum Green Spring, Green 5 70 -31 13 Screw SuOPWRTforrPvW; T. Plastica yion . 71 H-1838 Alum. Fad Rall Keymark Plum 72 5.8083 Cover, Flxed Rag Mucron Vinyl 73 S-11 IZ I KatrifarcameirtimpactHook Keymark I Alum 74 1 P-3541 1#8 x 112", Pan Head, TEK Fastattel 11 Steel 11 21, 22, 29, 31, 41, 42, 43, 49, 50, 65, 57-81 ARE IOT USED ON THIS PRODUCT PVC FRAME FLANGE -6031 314° 8M1 lAr R_E.8" 1/i8" !_.INNK, B.B.R. -1888 ALUM 8083-T6 PVC SASH MTG. RAIL -8027 21/8' 1 1n" ALUM.1838 ALU 063•T6 ALUM 112" i 119 9119° 1 178ej, -"" PVC SCREEN SUPPORT -6014 PVC SCREEN CATCH -6013 PVC SASH ATM. RAfL4028 1M8" 1 13/1 PVC SASH SIDE RAIL -5004 1 6118° f-+�i--911t1° 2 PVC FOXED RAIL COVER- 6063 it19° 0 7� 1 6116° PVC SASH STOP -8026 4 13 1118° REJNF.8,B.RJS.S.R. -1498 ALUM 6083-T8 114" ¢ 3118" O rl OTO° 718"— 1 18 1 9M8" 1W 71511 {+1 5118" NPACT HOOK -1577 ALUM 8083 -TB FLi 9118° REINFORCEMENT, IMPACT HOOK -1112 ALUM 6083-T8 ;ti:2L PROPMETARY AND C010DEM"Al. 1/3/2013 THE jRpOfkMATtON CCNTAII4ED IN THIS ORA+MW IMS SOLE PROPERTY OF CUSTOM WRITTEN PERAM rSSIONOF CUSTOM SYRTEIN �N$ INC. OR APROOMMISFDM THE PVC OLAZING SEAD4W4 9 REINF. SASH MTG. RAIL -1497 ALUM 8083-T6 PRAMS OORNR'R CONSTRUCTION B >, CORNER WELD {ALL SI 4 FIYXFJ7 MEETING RAIL SCREWED TOGETHER WITH OUTER FRAME LUCAS A. TURNER, FL. P.E., 69201 1 A I RECONFIGURED 9/2012. { 10118/12 -"'C-`•e'✓ � L�„`��`J ••IWINDOWS&IHI(MS SCREW SUPPORT -3113 1900 SW 44Tt l AVE. CALLA, FLORIDA 34474 LUCAS A. TURNER, FL. P.E., 69201 1 A I RECONFIGURED 9/2012. { 10118/12 -"'C-`•e'✓ � L�„`��`J ••IWINDOWS&IHI(MS No B82©1 pit : * a a e 2' `' STATE OF .;;Ar � L� 0 R le?p^° �w ......... ty�+�� r/+�MA i4t+ 1900 SW 44Tt l AVE. CALLA, FLORIDA 34474 EXTRUSIONS 1B.O.M. - LARGE MISSILE IMPACT 5100 ' BAT . OS oCAI '.PVC SINGLE HUNG NTS tv.1.TTE.R: A :rIEEr: 6 INTERIOR FINISH 7 114„ MIN, EMBEDMENT : MIN. EMBEDMENT INTERIOR FINISH INTERIOR FINISH BY OTHERS IC] [D) ., d • SY OTHERS SEALANT BETWEEN BUCK BY OTHERS NCRETT'tMASONRY P;t"! !' •°'r JW MAX. SHIM IW MAX $HIM ; {•s• AND OPENING BY OTHERS BY OTHERS "+ •' ' ) :; ($] [01 •+,• °'► INSTALLATION ANCHOR, 31`16"DIA. d 4 A A ZE MIN. EDGE DIST. MASONRY SCREW w7WASHERaim s • A ° " ► [D) (MIN EDGE DIST.) THIRD SCREW SUPPORT A► A ► C . • • [C] •A�• [. BY OTHERS e� o i' O a p Op i A • G'• ' (MEIN EMBEDMENT)[C] a da • sTS) • ° .�,•. ' ► , ► INSTALLATION ANCHOR, EXTERIOR FINISH — #10 WOOD ANCHOR 2 •d e6•a 0, #10WOD ANCHOR BY OTHERS _ 1 BY BUCK (�N EDGE DIST.) • q e e ►THRU SCREW SUPPORT BY OTHERS �) ► 4 A ! A PERIMETER SEALANT �) d ► • • ► [2 8Y DWALLER ". 114" MAX SHIM d • • a•;' °' S • 2 BY WOOb BUCK �] �,,. -;WtNDOWFRAME �'M''';tiS$ BY OTHERS SEALANT BEHIND FLANGE JAMB [A] BY INSTALLER 1 BY WOOD BUCK SEALANT BEHIND FLANGE SEALANT BEHIND FLANGE BY OTHERS BY INSTALLER BY INSTALLER SEALANT BETWEEN [Al EXTERIOR FINISH BUCK AND OPENING BY OTHERS PERIMETER SEALANT PERIMETER SEALANT BY OTHERS WINDOW FRAME SYINSTALLER BY INSTALLER EXTERIOR FINISH HEAD INSTALLATION ANCHOR, 3116" DIA. MASONRY SCREW w1WASHER HORIZONTAL BE BY OTHERS [TCH]RU SCREW SUPPORT FRAME (MASONRY) HORIZONTAL SECTION ® PRAME(WOOD) WINDOW FRAME CONTINUOUS DOUSLE 3118' BEADS OF TREMGLAZE U1600 SEALANT SILL -OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. SEALANT BEHIND FLANGE BY INSTALLER 114" MAX. SHIM WINDOW FRAME PERIMETER SEALANT I REFERENCE NOTES: SILL BY INSTALLER .... jA] SEE NOTE 9, BHT 1 EXTERIOR FINISH Dy • . y Do « ♦ > •Do [e] SEE NOTE 28,3, BHT 2 BY OTHERS 8 D . $ ]1a. 6 D «•� D . [D] SEE OTE 4, SHIT 2 SEE NOTE 5,814T 2 CONTINUOUS DOUBLE 3116' BEADS OF o D • o «D > o D, y D `« s Dr o- ► D SEALANT BEHIND FLANGE TREMGLAZE U1800 SEALANT AROUND D« �s • rD r 6 D D D D D D D D D BY INSTALLER PERIMETER AT ALL INDICATED POINTS '!: « a D a • , o p,� s s BETWEEN FRAME AND BUCKSYIN$TALLER. q D« v D• A D«-b o PERIMETER SEALANT 114' BY INSTALLER MAX. SHIM rD • Db ` ° o D D - s D6 • o D D • $ D . EXTERIOR FINISH _f B N ETEIUTASONRY LUCAS A. TURNER, FL P.E., 88261 A RECONFIGURED 812012 10/18/12 BY OTHERS • N •iOTHERS 0, • •O.p , SILL STOOL a1.�tlw�rrrrrJlr! A• • •P • P . n ;�, BY OTHERS p�• aa••a A. ' •tj• '•o• eo . • p a, . � ^' A . o a • A►a •a IN ATE PRECAST BILL DETAIL oo, USE SOLID WOOD E(MASONRY) ♦tea*a� �r��•7:T)�RE•.E.,[� , `1+(�,!)!j!p j411N •PeSUPPORT TO MAKE `cwn�L�0 K5 G DOORS }• '• • '• p' BILL LEVEL BY OTHERS a° No 59201 a 18003W44THAVE. O ••A •► p .' a• ' • • oa •� i D•p i�a s i . ALA, FLORIDA 3$474 • aa• • •p O•A� p• , a O• a jo.• sk: ,k *� •� p d' Yi' CONCRETEIMASONRY a �" S OCi18/2412 BY OTHERS f'" d�,pq. RTFtT$ :'�� , W` ' 8100 N SAT HIGH STRENGTH aRoaWE'tARY AND CONFIOEN7IAL 1!3/2013 • �!�' a-.SO Fi p,, �!t`d" MIME ,U 'ALL* '1L.: STRUCTURAL A VERTICALBECTTON y�Iryp�yBSTtt6F,dSN'C. bRIN T"S E ObU'�TIaNINPART A9AlNFtQrIE�Wr7NOU7�'iHE TOM,+!t'S0NA� �a4O&INGIEHUNO NT3 CWS-812 ! ! a tettER• A SOF 7 GROUT BYOTHERB FRAME(MASONRY) Wp=NP,RMISMONorCUSTOMVMooWSYSTEMS,INC.ISPROHI9YIRQ. rJrJtrrrl/1119ta PERIMETER BY INSTALLS SEALANT BEHI BYINSTALLER w HE SHIM ANCHOR, N SIL SEALANT BEHIND BY INSTALLER PERIMETER SE BYINSTALLER VERTICALSECTION PERIME BY INSI SEALANT BY INSTALLER TREMOLAZE UIM0 SEALANT AT ALL INDICATED POINTS BETWEEN PROPRIETARY AND CO*IM*M= 1=013 WSW INFORMATION SYS' EA9 IMC. ANY CONTAINED REPROOUCTION IMPART OR AS AMOIS THE SOLE LM OF CUSTOM E WTHOUT THE W WTTEM PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROH f TED. HORIZONTAL SECTION LUCAS A. TURNER, r -L. P.E.. 60201 +�tttTtrrert�r� pd' M9 88201 }'� it. w �4 STATE t°,EF : h�..�`�, ANCHOR, TAME REFERENCE NOTES. jp SEE NOTE 9, BHT 1 (B� SEE NOTE 20, BHT 2 ICI SEE NOTE S, SHT 2 [DI SEE NOTE 9, SHT 2 10/18/12 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ' h 13AT " Ofi/18l2012 8100 PVG SENt3LLE HUNG KL MfS a CWS -812 L' 'ER A FE ° 7 OF 7 Florida Building Code Online :V' =: ::: :�• • .kaznw s•`• BM Home i Leg In 1 UWr Re96-hation Hat-ropi Submit Sur MMM stats &Facts ProfeSSi * I 'x Product Approval —. USER: Pubk User ��=ialf►�:�t�r Pm�l� Msmt > ProAtKt or ADURCON > Aoo&atiM Lest > A9Pikaftn DOW `Y FL FL16736 Application Type New Code Version 2010 Application Status Approved Comments Archived O Page 1 of -2 Product Manufacturer Custom Window Systems Inc. Addrem/Phone[Email 1900 SW 44th Avenue Ocala, Fl- 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature- Michael LaFevre mjafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Small 190o SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevreOcAid cc Quality Assurance Representative Cal Ledy . Address/Phone/Email 1900 SW 44th Ave. ASTM E1300-04 Ocala, FL 34474 ASTM E188"S (352) 368-6922 ASTM E1996-06 cledy@cws.cc PA/TAS 2011202/203 1994 Calory Windows Subcategory Horizorrtal Slider Evaluation Report from a Florida Registered Architect or a Licensed Compliance Method 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. 03/01/2020 Steven M. Urich, PE ® Validation Checklist - Hardcopy Received FUfi736 go MI E-- ' CWS -371 (HS -8200 74 X 63 IMPACI-).odf Siang Year AAMA/wDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E188"S zoos - ASTM E1996-06 2006 PA/TAS 2011202/203 1994 http:/Mww.fiorid,abuilding.org/pr/pr_4pp_4ti.Etspx?pum wGEVX0wtDqu8obl%2fCzm6... 9/19/2014 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2013 Date Validated 02/25/2014 Date Pending F8C Approval 02/24/2014. Date Approved 02/26/2014 B .rummanr of Products Page 2 of 2 rL Model, Plumber or Name description - 16736.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACY, 74" x 631, XO or OX. Lomas of Use Installation Instructions A -8200. 74 x 63. Approved for use in HVHZ: Yes 6736 RO II CWS -871 {HS F -•LI- - - T] Approved for use outside HVHZ: Yes rMPAf adf Verified By: Lucas A Turner 58201 Impact Resistant: yes Design Pressurm +60/-60 Created by Independent Third Party: Yes Other: Large Missile, 74" x 63", DP +/- 60 psf. Evaluation Reports FL167�6 RO AE DuPont PU8 NOA 13-0129 27 pdf FL 67x6 RO AE EvalReo CWS 871A fH5-8200 74 x 53 IMPACT).t>df Fl 1F736 NO AE OuarMA (MEMI)l NOA 12-1017 02111111 . Created by Independent Third Party: Yes 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions 11 ue fuc_R�nn i i 1 x 63 Approved for use in HVHZ: Yes FLIM 6 RO CV6- Approved for use outsMe'HVHZ: Yes IMPAM odf Verified By: Lucas A. Turner 58201 Impact Resistant.- Yes Design Pressure: +601-60 Created by Independent Third Party: Yes Other: Large Missile, 111" x 63", DP +/- 60 psF. Evaluation Reports {r7�f� R0 AE DuPont P118 NOA 13-0129 272df , .�1 6773 O AE -06 4 02 odf X16736 RO AE EvaiReo CWS -869A {HS -8200. 111.x -63 - 11x63.IMPAGjl,od IM Gjl,od € Ouanex {Mikrstn) NOA 12-1017 02 odf Created by Independent Third Party: Yes L'� o The state offlodda is an AA(mo employer. Cany.Mht 2037anr 9WMfffhsrida.:: Shanvill:: AcnesslbRlty Statemelit :: Refund Statement Under Floddi law, well addresses are public records. if you do not warn your e-mail address released In respwse to a public -reds request, do not send electronic mall to this entity. IrsWad, 00MMI ft state by phone or by traditional 0187. If YOU have any questions, Please contact 650.487.1395. *PurwBrit to Sealan 455.275(1), Florida Statutes, effective October 1, 2012, lire Ind under Chapter 455, F.S. must provide tha Department with an arna0 address if they have one. The emalls provided may be used for official mmmuntcatlon with the licansm However emall addresses are public record. V you do nut wish In supply a personal address, please provide the Department with aan 4address 55, ,which am please ddt. be mad available to the public: To dm atedrm If you area Qwrsee ender Product Approval AooepW: . •-' bttp:/fwww.floridabuildiung.org/pr/pr app dtl.aspx?param=wGE'VXQwtDqu8obl%2RZm6... 9/19/2014 T T T ENGINMR]NG • NG, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3804574 FBPE C.O.A. #29779 Evaluation Report 871A 2/24/2014 Product Description: Series 82110 PVC Horizontal Slider Window,. Large Missile Impact (HVHZ), XO or OX 74x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44:1 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Producf 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 -97M signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3887-1, -,A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202,203 194, ASTM E 1886 `02/04/05, ASTM E 1996'04106/09, and AAMA/WDMAJCSA 101/I.S.2/A440 `08 3) Supplemental Calculations to support CWS -87M signed and sealed by Lucas A. Turner, PE. Installation: Units must be installed according to approval document CWS -871A. Limitations of Use: This product: • Maybe used up to the sizes and daylight openings indicated in CWS -87 IA • 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. 12-1017.0- 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. JS Ir ® fin. it � b .�. � '►'. St TS OF 2/24/2014 Lucas A. Turner, P.E. FL PE #58201 10111914 Lucas Tumor 2014-02-2416:48-05:00 max SASHWru1rt DEBIt3N RE JRE RATING 3@0 TABLE OF CONTENTS ES & ELEVATIONS ............ ....... ............ ..:....1 DULE& NOTES.. ... ..-.......................................... 7 8 & ALT. FRAME tOr "XO" & GLAZING .........3. 4 BILL OF MATERIALS .................. ...... ......... .... 9 pVC IMPACT I{EQUIREMENT^�. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE EFBC;, CURRENT EDITION, INCLUDING THE HIGH VELOCITY HURRICANE ZONE OW142). 2: GLAZING OPTIONS: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS:W4. "XO° 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, W ATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E -'300-04- a. ANCHORAGE: THE 39173% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 0.8 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd 1.6 WAS USED -FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPA RING NORMAL OPERATION OF THfIE PSWEEP RODUCT. BUT MUST BE ENGAGED PRIARE INTENDED TO BE OR TO EXPOSUREUNLATCHED TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AT HEAD(SILL 8. SERIES I MODEL DESIGNATION HS -8200. 8. ix OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO OR ENGINEER STRUCTURE. SUCK BUCK OR FRAMING IS THE RESPONSIBILITY OF THE 10. THE DESIGNATION RAND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH. O m FIXED SASH 11. SECTION Caw= FROM O/X ELEVATIONS -APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12, WEEP SLOTS =114° X 1" LOCATED 4" FROM BOTH ENDS No 58201 7. Trner 2014802.24 16:48-05100 Z x- 0 S 9iAT8 OP 4Sqp LN rAAYAWOWNDERM 2/24/2014 'sIs-- l -A O,R to., THe INFORIMTION COWAMMIN TNIS URAWM13 THE BOLE PROPERTYOFCUSTOM si�'?'.S� ""' WINDOW SYSTEM OW. ANYREPRODUCTION WPART CS lSP H8� OUTTHE• ♦l1+HQlgVF ie`t1e WRITTEN PERMIBffiON OF CUSTOM WFPIDOW SYSTEMS, = GENERAL NOTES & ELEVATIONS . LARGE MISSLE IMPACT ADE "^'" -11114113 NTS ° o CWS_S71 A B 10F8 1 X To CENTER TMO�CEENTERR 3° 3° MAX(Ml g• (SHEET 4) SEE NOTE 2 MAX(TYP) ` — — . MAX (IYP) (SHEET 4) 1 MAX 1 k ! MAX Q.C. (TYP) O.G. (FYP) 1 X I I F BB E 1 / ! (SHEET 4) (SHEET 6) ! INSTALLATION ANCHORS TYP. OUT - encu FROM ra141-ET 61 o.c. (TYP) D ' F 1 s �, DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL F A CHANGEb EDflE dIST FROM 1/4° TO 711W 2/06/20 I 1 i I+ l I 1 X 1 � �I 1 %+��$ 7� wwowsy lo. INSTALLATION A. WOOD -MINIMUM SPECIFId GRAVITY OF G-0.66 (SOUTHERN PINE OR GREATER) B. CONCRETE -MINIMUM PRF�8IVE STRENGTH OF 2000 PSI. CMU BLOCK MUST HAVE FILLED CELS ON BOTH SICES OF OPENING. DEt ITE OF IVE ST D �J ANCHOR YOUT-( maueuutiNCFFi�ilw000a' woI :E NOTE 0 E INSTALLATION ANCHORS TYP. NOTES! 1, INSTAL- ONE ANCHOR AT EAGH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD - SHIMS• MAX• ALLOWABLE SHIM STACK TO BE 114° FOR MASONRY OR WOOD, AND 118° FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 9!1$1 IS PRESENT. 2. SHIM AS RC-Q'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3H6° biA. ITW BUILDIX TAPCON OF IANC°ESDLREBAEDAFAMTEDCINN��LOGR DpNANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF i tf4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO NIMUM E OF SHALL BE N 91THER N. BUCK. A 6.,010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE AMIN. EMBEDMENT OF 1 11 WnTO 2 BY WOOD BUCK FOR O. 2 BYMINIMUM INSTALfATION,.�A MINIMUM °EDGE DISTANCEI OF 71161 SHALL BE ACHI OEVED IN EITHER DIRECTION. $, #6 W COD SCREW ANCHORS FAUST BE OF SUFFICIENT LENGTH TO ACHIEVE A T #10.1$ ITW TEES ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. WOOD MUST BE PROTECTED TO PREVENT REAGTIt)N. �, DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUQ TURNER P.E. 662011. A CHANGEb EDflE dIST FROM 1/4° TO 711W 2/06/20 9. INSTALLATION ANCHORS SHALL BE, IN ACCORDANCE WITH ANCHOR MANUFACTURER`S NOT BE USED IN SUBSTRATES V+�LTH STRENGTHS LESS THAN THE MLNIMUM STRENGTIi SPECIFIED BELOW. SUBSTRATE MATERIAL- W LTH THE FOLLOWING PROPERTIES: ,'`}sc►ctrtn7ksi a� 1yORE 4 aC"E fV'y'.L+r'rrL chofom 11M ANCHOR CAPACITIES -FOR PRODUCTS HEREIN ARE BASED ON %+��$ 7� wwowsy lo. INSTALLATION A. WOOD -MINIMUM SPECIFId GRAVITY OF G-0.66 (SOUTHERN PINE OR GREATER) B. CONCRETE -MINIMUM PRF�8IVE STRENGTH OF 2000 PSI. CMU BLOCK MUST HAVE FILLED CELS ON BOTH SICES OF OPENING. DEt ITE OF IVE ST : Nm 59201 �'' w% 9 _ * * 1>Nfl sW 44TH AVE. 6CAlA, FLOAIAA 3+W74 IMPACT G. pAASONRY -MINIMUM , -116" THICK MILµ, $O6s TS MIN. C fl : { gr . ANCHOR SCHEDULE $ NOTES - LARGE MISSLE D, ALUMINUM E. STEEL -16 GAUGE 40801 *N., 33 KSI MIN. ,� y STAT 1 OF 46 E$: WN 8Yo ADE 1E: 11/14113 6200 HVHZ 11. SEALING AND FLASHING STR�ITEGMS FOR OVERALLWATER RESISTANCE aFID eONFmm4nA� y2412014 SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT pwFMrARYTWNFIN�• oIS T�E Mrs Y OF OL STOMTH1? rro�fi �. < O R S `3 � s ``rj�,;� 4n6 0' NTS No CWS -B' PVC HORIZ SLDER Let fk5a 2 of 8 OF INSTALLATION IcoNT µOPE FMT Ft VERSION OF THE REFERENCE DbCUMENTS: x.10 W HOIA WIT ..w,eneaetnn(FINWINDQWSI.FAANAAMA200(FLANGEWINDOWB),^.tee pM83pNpFCUe70�twFNoowsYeiBMes, A ERI INTERIO SECTION VIEW A A WRO HEAD/JAMB IMPACT HOOKIROTARY LOCK LOCATION -*. l -o;* mel,. Aly ' Na' 58291 z a� STATE. OF r"PM rARYN000NFW%NIMt 2!24/2014 s��a F R� C;@ wwCONTAINED OI��©NMTEMS I�RaoaMONNPMORAASis THE AWtwrnovr WRI TEN pBj=gj&OF CUSTOM WINCOW symMS, INC. ISPMHOTED. TYPICAL P6�LACTAY tTE CLASSUWAA SECTION VIEW C -C 718° OVERALL 118° ANNEALED or TEMPERED 7198' AIRSPACE 8198" LAN mr ANNEALED 7) .Q84 DUPONT PVB MTERIAYER 118" ANNEALED nrF PURFECT GLAZE °FP I' I FSIKAFLEX882 f THE JEFRAME 112° GLASS SITE �I e3s�TYPE H FULL SIZE SECTION VEWS $ GLAZING• LARGE MISSLE IMPACT FLO 8200HVMZ RA�W` ADE 99!44193 PVC110-1- SLIDER s B, �g r : CW8.871 . LETTER: nom' 8 OF 8 HEADIJAMB IMPACT HOOVjROTARY LOCK LOCATION +��uo.; IP!,01 S�i 5821119S tAP_2P14/2014R 490 ,,..THE iNPORMA"ON WFmDOW FTE , o` t( Wik a ' "aveMe, M FROM 9M °�YOFCUBTM THE A ` � 27) rTHE iE FRAME 'I, HM: SHOWS M)M SLAO CUTAWAY SECTION VIEW F -F .or. -W SECTION VEWS - LARGE MISSLE IMPACT PIN '8200HVHZ RAWNEY' ADE 11114/13 ' PVC HOR¢. SLIDER o_ cws. 871 REV. LETTER A @ 4 OF S Fb1497 RsW-Bash Meet ReA^_ H•1898 Reint:8.8.8!8.8.8 H•1838 MwLRao do H -M Seah ToptSol. P41 H-8048 Main Fr., 9t4 w1 �n•, PVC H$990 sash Neat pts%JVC H4061 sash Swe RaA, AJC H -W49 Ne Ke FT., SR w1A19., PJC 83029 Ior— PUA 7T_ 83033 Screen Sprft 89 '.3113 Screw support, C P32'1a Sween Ftmna e —. Aneesn _qAt. .198 DIe.. EAL s-woB SFOs 8.8443 3.so1a a-eae3 Rd PJC 3 U8° ,,n ' 8 211118° L PVC FRAME FLAN0-0049 ofL0 A 0 ALUM OWE BEAD -1112 1 0118° PVC SCREEN SUPPORT -80'14 Q CONBTL2UCTION GUNSrRU4FILN CORNER WELD CoZNERWEI.o (ALL 8IDE8) SASH MTG. RAIL -006D (ALL SIDES) FIXED MEETING RAIL SCREWED 8181' WITH OUTEORFRAME 1 12 1a 11" 1118° 9 ALUM SASH MTO. RAIL -1497 18° 9. 7 PVC FIXED NAIL COVER- 8009 PVC SASH SIDE RAIL -8001 3118° '� 1114 _ 7ko�LLERTRACX-V'716 7/8° 1 ALUi=j( }— ALUM S.S.R.18.S.R.-1488 PVC OLAZESEAD - 8084 1 0(18° 111911 4 318° PVC ANLIFT 1° 112" pVC SCREEN CATCH -0013 1 3110° PVC SASH TOPIBTM RAIL 8082 O Q 3118° Q z ° PLAN VIEW -1898 ALUM IMPACT HOOK -1899 3(18° O we- PIAN VIEW -2000 ALUM IMPACT CATCH; 2000 Fiufe4t Gtaxe °li±, slkeRax 662 rre^^"" 4+"" . z� •-� p�PwBraR7awlooHPm9runAL. 2124/2014' M EXTFI L3 80i33 -To. { IFR ATOWATM CONTAIM IN THIS WtAINIO 19 TRE 801E P'WPER7l of WET" 33 NOT USED IN THIO WINDOW Bvsr9Lis, INC. ANY RBPRoMMON IN PART OR AS AYlHo1E WITHOUT THE wf may PBRWD881ON OP CUBIOM WINDOW WnMMS, INC. I9 PROH33FTED. No .56201 ' _ Sat 9At, 88 Dar.R 118" X A18° x 2° WMUSIONS & B.O. - LARGE MISSL6 IMPACT Wsip., 0.270 x .487 back RnSad STAT$ OF go X W 8gjTE+C 2 ZNc i9xvie'rn a HT8C27- MooEL PVC HQRk. SLIDER 12 0. No CW8$T1 REV. LEITER A HEFT: SOF8 MPPU9, Itr Hg18mo N88emBeasr,sMeeD4 Sp" Leek, �4 PJC - FWw, Tandem C8 x 1114 Ph FF I"w Wht Keepar, bV&d [+JC Weep Owerw/(iap _9 98 x 2'IP2 Fn TR4s 8M9 P.4966 Roffiy Look P.4982 Keaper. Rohny t cok F74WO WapF•,0.420x.1871;.* ft 1-4633. Rami Faetenw s7112 FTe@d1oerrerd,i;6W 8-1499 RsNt. S.s.R1s.8jR s-woB SFOs 8.8443 3.so1a a-eae3 Rd PJC 3 U8° ,,n ' 8 211118° L PVC FRAME FLAN0-0049 ofL0 A 0 ALUM OWE BEAD -1112 1 0118° PVC SCREEN SUPPORT -80'14 Q CONBTL2UCTION GUNSrRU4FILN CORNER WELD CoZNERWEI.o (ALL 8IDE8) SASH MTG. RAIL -006D (ALL SIDES) FIXED MEETING RAIL SCREWED 8181' WITH OUTEORFRAME 1 12 1a 11" 1118° 9 ALUM SASH MTO. RAIL -1497 18° 9. 7 PVC FIXED NAIL COVER- 8009 PVC SASH SIDE RAIL -8001 3118° '� 1114 _ 7ko�LLERTRACX-V'716 7/8° 1 ALUi=j( }— ALUM S.S.R.18.S.R.-1488 PVC OLAZESEAD - 8084 1 0(18° 111911 4 318° PVC ANLIFT 1° 112" pVC SCREEN CATCH -0013 1 3110° PVC SASH TOPIBTM RAIL 8082 O Q 3118° Q z ° PLAN VIEW -1898 ALUM IMPACT HOOK -1899 3(18° O we- PIAN VIEW -2000 ALUM IMPACT CATCH; 2000 Fiufe4t Gtaxe °li±, slkeRax 662 rre^^"" 4+"" . z� •-� p�PwBraR7awlooHPm9runAL. 2124/2014' M EXTFI L3 80i33 -To. { IFR ATOWATM CONTAIM IN THIS WtAINIO 19 TRE 801E P'WPER7l of WET" 33 NOT USED IN THIO WINDOW Bvsr9Lis, INC. ANY RBPRoMMON IN PART OR AS AYlHo1E WITHOUT THE wf may PBRWD881ON OP CUBIOM WINDOW WnMMS, INC. I9 PROH33FTED. No .56201 ' 1909 sw aaTN AVE. aCAL4, R.ORIOA 3,1474 � ��iL ° WMUSIONS & B.O. - LARGE MISSL6 IMPACT STAT$ OF 5MWN By' ADE Ts' 11114/13 o4 OF, i.?, 41pprAt.rF— MooEL PVC HQRk. SLIDER 12 0. No CW8$T1 REV. LEITER A HEFT: SOF8 EXTERIOR FINISH (SEE NOTE 1) BY OTHERS . c% . SILL BTdoL BY OTHERS o• +a•q a• sa om �. ea a. .aea�°° ToMAKE BILL LLEEVEL. UpPORT o• e.� •,o •a ° a �Or a+ p A+ °O +� � ° � °e E• BY OTHERS. e e o .0, a•° a. • 1I- MIN EMBEDMENT e e (SEE NOTE 1) . � NOTE � 1DGE DIST . BCOO HERB NR Z A VERTICAL SECTION MAL 2/24/2014 7 FRAME(MASONRY) PRO INTHISrDYAWINGISFDESOL B TNN ow SYSTEM, CONT AINEDINTHISCMONIO13THE - WHOLFIYOF';" CUSTOM WfNDOW SYSTEMS, RIC. ANY REPRODUCTION IN PART CRAB A WHOLE WTRiOUTTH3 -MR_..__..___Lim—MA I -MI !CecFTi TQ WRITTEN PERMISSION OP CUSTOM WINDOW SYSTM. INC. IS PM14101ED. 7/16" t11C0 SW 44TH AVE. OCA{ A RORIDA 94474 r INSTALLATION THRV FRAME DETAIL - LARGE MISSLE IMPA SRIM'820OHVHF RAWNSY' ADE 7B 11/14/13 MODEL• PVC HORIZ. SLIDER S' NTS " CW 5-871 REV. LETTBFi: d SOFS s, 11 114° MIN EMBEDMENT CONCRETE/MABONRY (SEE NOTE 1) BY OTHERS 1 BY WOOD SUCK 114° MAX SHIM J -w MIN EMBEDMENT BY OTHERS. (SEE NOTE 1) (SEE NOTE 1) INSTALLATION ANCHOR, 3118° OIA.. MASONRY SCREW wNMASHER r e 114° MAX SHIM (SEE NOTE 1) 0 p , . jIJ% MIN EDGE DIST THRU SCREW SUPPORT.a rd r ° > (BEE NOTE 1) {�ENOTE 1} r A r e INSTALLATION ANCHOR, . A 0 WOOD ANCHOR W! SEALANT BETWEEN A 0 ° WASHER THRU SCREW WA SUCK AND 0 SY OTHERS r 41q p ° 0' SUPPORT. (SEE NOTE 1) g 1/7 MIN EDGE DIST r G r • • ° • ° }+- 211 MIN EDGE 0137 NOTE 1) CONCRETEgAA80NRY ( NOTE 1) BY OTriEt� r r A � •tip. 6 ° A ° ANT BETWEEN BUCBEAK BY OTHERI� (SEE I r .{dgNvsy,�• ' • SEALANT BEHIND FLANGE PERIMETI7S 8EALAJNT WOOD BUCK BY INSTALLER 2 W BY INS LER 13/4". MIN EMBEDMENT ° o ' (SEE NOTE 1) ; A o : a . ° a , ap s . EXTERIOR FINISH PERIMETER SEALANT I BYY EXTERIOR FINISH BY OTHERS BY INSTALLER BY OTHERS • �.t 1 SY BUCK BY OTHERS C I4ORIZONTAL3EOTION ' EXT ERIORFINISHJr { B HORIZONTALSBCTION 7' PRAA4E(WbOD) BY OTHERS 7 FRAME(MA80NRY) 9!4' MAX 9HRa1 IMILAR FOR 2BY WSTA[lATION. PERIMETER SEALANT (SFE NOTE 1) INSTALLATION ANCHOR, 3176° DU6 MABONRY SCREW w/NEOPRENE ILL INSTAR i AT N MEAS SHOWN BELOW BY INSTALLER BACKED WASHER THRU SCREW SEALANT BEHIND FLANGE INSTALLATION ANCHOR, 3116`01k MASONRY SCREW w/WASHER SUPPORT. (SEE NOTE 1) BY INSTALLER {ate SEW SUPPORT, SCREW HEAD BY SEALANT BEHIND FLANGE NINSSTALLER 1/4' MAX SHIM BY INSTALLER (SEE NOTE 1) PERIMETER SEALANT INSTALLATION ANCHOR, 3118° DIA. BY INSTALLER o b • > • s D •D MASONRY SCREW WRNEOPRENE WASHER THRU SCREW FINISH > D. po D 1 1/4• g A .•b .•b M(N EMBEDMENT BACKED SUPPORT. THERS 0YOR P D p V� O Q O 48 (SEE NOTE 1) (SEE NOTE 1) o b 9 i O• O D. 1,o ' SEALANT BEHIND FLANGE SEALANT UNDER SCREW HEAD 9 p o b ' p p o ' ° t, b V o 'ppV BY INSTALLER BY INSTALLER Do ' v (� qD , I� --2 MIN EDGE DIST HIGH STRENGTH STRUCTURAL (SEE NOTE 1) pERIMETER SEALANT BY INSTALLER GROUT BY OTHERS CONCRETEIMABONRY D ALTERNATE PRECAST 91LL DETAIL 1/4' MAX SHIM BY OTHERS 7 FRAME (MASONRY) EXTERIOR FINISH (SEE NOTE 1) BY OTHERS . c% . SILL BTdoL BY OTHERS o• +a•q a• sa om �. ea a. .aea�°° ToMAKE BILL LLEEVEL. UpPORT o• e.� •,o •a ° a �Or a+ p A+ °O +� � ° � °e E• BY OTHERS. e e o .0, a•° a. • 1I- MIN EMBEDMENT e e (SEE NOTE 1) . � NOTE � 1DGE DIST . BCOO HERB NR Z A VERTICAL SECTION MAL 2/24/2014 7 FRAME(MASONRY) PRO INTHISrDYAWINGISFDESOL B TNN ow SYSTEM, CONT AINEDINTHISCMONIO13THE - WHOLFIYOF';" CUSTOM WfNDOW SYSTEMS, RIC. ANY REPRODUCTION IN PART CRAB A WHOLE WTRiOUTTH3 -MR_..__..___Lim—MA I -MI !CecFTi TQ WRITTEN PERMISSION OP CUSTOM WINDOW SYSTM. INC. IS PM14101ED. 7/16" t11C0 SW 44TH AVE. OCA{ A RORIDA 94474 r INSTALLATION THRV FRAME DETAIL - LARGE MISSLE IMPA SRIM'820OHVHF RAWNSY' ADE 7B 11/14/13 MODEL• PVC HORIZ. SLIDER S' NTS " CW 5-871 REV. LETTBFi: d SOFS -1—JAM MIN EMBEDMENT SHEATHING (SEE NOT BY OTHERS EXTERIOR FINISH Y BUCK (SEE MIN SIM DIST EE NOTE 1) BY OTHERS w BY OTHERS. 2 BY WOOD SUCK SEALANT BEHIND FIN It"'! SEE OE' E$1) 114' MAX SHIM, BY INSTALLER °�?• INSTALLATION ANCHOR, 08 WOOD SCREW Wl (SEE NOTE. 1) n° 'id• WASHER WINDOW WRAP BY INSTALLER (SEE NOTE I) WSTAL.LD PERIMETER SPALANT Z= MIN EDGE DIST AB W000 SCREW W/ SWM WASHER BY INSTALLER (am NOTE 1) (TYP)(SEE NOTE 1) 1/4• MAX SHIM 1 112• MIN EMBEDMENT SEE NOTE 1) (SEE NOT 1) — ' aHEATHM0 BY OTHERS • g. e ges d • d EXTERIOR FINISH BY OTHERS SEALANT BEWIND FIN WINDOW WRAP BY INSTALLER BY INSTALLER PERIMETER SEALANT BYINSTALLER t—F'N HORMONTAL SECTION B FIN (WOOD) 1/4° MAX SHIM (GEE NOTE 1) . 7= MIN EDGE DIST PERIMETER SEALANT ebq�• (BEE NOTE 1) BYINSTAL.ER WINDOW WRAP BY-INSTALLER o•'L 28YWOODBUCX BY OTHERS.UCAS A TtBiNER FL P.E 68201 AlCHANGED EDGE DIST FROM 114" TO 711 S` 02/08/201 SEALANT BEHIND FIN abt. INSTALLATIONANCHOR BYNISTALLER°.a 88 WOOD SCREW W/ ,2�� P: Msy�,.!'(l�4rlr G N €••:'L '✓FfiJ6VdrL®S/II EXTERIOR FINISH (WASHER.SEE NOTE I) +'s"X,•�� w �YO1� L V�Am)owss)$j lj5 1900 Sw 44TH AYE BY OTHERS J_= MIN EMBEDMENT OCAALA, FLORIDA 94474 SHEATHING E VERTICAL SECTION (SEE NOTE Tj B S a + 7D% OF •L+l" T INSTALLATION DETAII- FIN CONST. -LARGE MISSLE IMPACT +S. BY OTHERS (yy )� FIN OOp $TATE rirr`yLy9y q� T .r�yR+�,4 Atm RAwuBY: 6200 HVHZ ADE 11114113 a7AmnumeeNF+nemAr 212412{)14 I' � '.,4 e5 9.•`` � fi MAWMp9yp8ATHF �`ryiji7{y�` ooEL PVCH4RIZ.SLIIIER NTS wo. o_- CWS-671 ' O O C ES,$WMWp =aPagnouss7RAT RESTAICTIONB REFER TO ppU1'17'ORABA�WOHWfHOtJTSTH6 wRrrter+PeRnasslorloFcuaT�4 wtnmaw arsrt m9 INC.I9 vaaruS�T911. +tt+1 r+n1 a L�Tea p -fops 1W ALUMINUM OR 1118' STEEL MIN. REQUIRED (SEE NOTE 1) SEALANT BEHIND BY INSTALLER Ulu SEALANT BEHIND FLANGE BY INSTALLER 118° MAX SHIM (SEE NOTE 1) PERIMETERSEALANT BY INSTA .ER INSTALLATION ANCHOR 010 SCREW, FULL THREAD ENGAGEMENT REQUIRED. 118- ALUMINUM OR (SEE NOTE 1) 1118° STEEL MIN. REQUIRED (SEE NOTE 10, SHT 2) 6 VERTICA-SECTION 8 lir ALUMINUM I U18° STEEL MIN (SEE NOTE 1) U1S00 PROPRISTARYANOCONFIOENRAL 2/2412014 THE WIFORMATION CONTAKW W TM ORAWB40107fW SOLE PROPERTYOFO-WOM VAKCjOW INC. ANyW:MDVCnON IN PART GRAS A WHOLE WITHOIJT WRMEN PER 1ISSION OFCUSTOM WINOODW SYSTEMS,, WC- 18 PROH BMM- THE H HORIZONTAL SECTION 9 No Mai 7k STATE OF CHOR, THREAD QUIRED. iE 1300 SW 44TH AVE 00" FLORIDA 34474 —'`INSTALLATION AE $200 HVHZ MODEL: PVC HORIZ. SLI m - LARGE MtSSLE IMPACT ADE �DATE.*'.11114/13M'8oe CWS -871 A eOFS Florida. Building Code Online UXVZt4 BCS Fame { Login 1 User Wat atan Hot Topks l Subndt SWOOMe I Stas & Facts Business r ASTM E1300-04 2004 ASTM E1886-05 ,cal pusea ASTM E1996-06 Profess* i s �cUsj 1994 Reoulaon Product Approval Mena > Product er Aoolkation S rtk. > Avolkadon use > Application Detail WN, :.. FL # FL16736 Application Tyne New Code Versibn 2010 Application Stags Approved Comments Archived ❑ Product Manufacturer Address/Phorte/Email Authorized Signature Technical Representative Address/Phone/Email Page l of -2 Publications FBC star I sczs sae Map Unlm i ward, I Custom window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Michael LaFevre mlafevre@.cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cWs.cc Quality Assurance Representative Cal Ledy Address/Phone/Emall 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 Ucensed Florida Professional Engineer ® Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense 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 03/01/2020 Steven M. Urich, PE ® Validation Checldist - Hardcopy Received FL16736 6736 an rnr EvalReD CWS 871 (HS 8200 74 x 63 IMPL7T)odf Standard Year AAMA/wDMA/CSA/101/IS.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-06 2006 PA(TAS 201/202/203 1994 http:llwww.floridabuildrng.org/pr/pr_appdtl.aspx?param=wCUEVXQwtDQu8ob1%2fIZm6... 9/19/2014 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2013 Date Validated 02/25/2014 Date Pending FBC Approval 02/24/2014 Date Approved 02/26/2014 Summary of Products Page 2 of 2 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 Approved for use fn HVHZI Yes Approved for use outside HVHZI Yes Impact Retdstants Yes Design Pressure: +60/-60 Otlmre Large Missile, 74" x 631, DP +/- 60 psf. Installation Instructions FI 16736 RO II CWS -871A JHS -8200. 74 x 63. IMPACT):odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FLIU36 RO AE DuPont PVB NOA 13-0129 27 odf > 1 t 67 6 RO AE Evaiiteo CWS -871A (HS -8204 IMPACT).odf FFL16736 RO AE Ouanex (Mlkron) NOA 12-1017 02 odf Created by Independent Third Party: Yes 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACf,111' x 63", XOX. m of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressures +60/-60 Others Large Missile, 111" x 63", DP +/- 60 psf. installation Instructions FL16736 RO II CWS -869A (HS -8200 111 x 63 IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FI 16736 RO AE DuPont WB NOA 13-0129 27 odf FI 16736 RO AE DuPont SGP ROA 11-0624 O2 �df F 16736 RO A Ev_all?eo CWS -869A (HS -8200. 111 x 63. IMPACTI.adf.. EL16736 RO AE Ouanex (Mikron) NOi4 12-1017 02 txif Created by Independent Third Party: Yes Contact ;; 150 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1624 The State of Florida 5 an AA/E? employer. r+vwaaht 7np9-2013 State of Florida :: Prdvam Statement :: Accessibility Statement :: Refund - Under Florida law, mgall addresses are public records. If you do not want your e-mail address released in Twmm to a pub8o-re=ds requoest, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional ma8. If you have any questions, please contact; 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deparhnant with an small address If they have one. The emalls provded may be used for official communication with the licensee. However am" address are public record. If you do not wish to supply a personal address, please provide the Departrnent with an ema0 address which can be mede available to the public. To deterrnine S you are a licensee uruler Chapter 455, F.S., please cldc Logi@.. Product Approval Accept FIR E SCtlTrltl ?S i h1:!: :' http://Www.floridabuilding.org/pr/pz app dtl.aspx?param�wGEVXQwtDqu8obl%2f[Zm6... 9/14/2014 s 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #297779 Evaluation Report 869A 2/24/2014 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XOX 111"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom window Systems, Inc. 1900 SW 40 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 -869A, signed and sealed by Lucas A. Turner, P.E.= 2) Test Reports NCTL-210-3887-3, -3A, --4, and -4A, 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 1996'04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 3) Supplemental Calculations to support CWS -869A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -869A. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -869A • Achieves design pressures of +/-60 psf ® Is Large Missile impact resistant and does not require the use of shutters s May be used in the High Velocity Hurricane Zone ® in the operable sash, requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.27, and in the fixed glass requires Dupont SentryGlas Ionoplast (formerly SGP) Interlayer per Miami -Dade N.O.A. 11-0624.02 ® 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 intexx*t 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. e ,- p,fy�a� -P- : STATE OF will '711:t 2/24/2014 Lucas A. Turner, P.E. FL PE #58201 Lucas Tumer 2014-02-2415:48-05:00 TABLE OF CONTENTS GENERAL NOTES & ELEVATION$ ..... _........ I ANCHOR SCHEDULE AND NOTE$ ...... _...... 2 DESIGN PRESSURES & GLAZING .... _........... 3 SECTIONS & ALT. FRAME .............................45 EXTRUSIONS & BILL OF MATERIALS __...... 6 INSTALLATION DETAIL& ..... .......:.............:.7-S - - MAX. SASH WIDTH DESIGN PRESSURE RATING :LSO PSF Pain IMPACT REnl IOaFMGNT, I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA GUIDING CODE (FBC), CURRENT EDITION, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).' 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: HOOKSND IMPACT IN B) -X1O1X FINF�IM�PACTT WlROTARY LOCKS KS IIMPACT WJIMPACTON AIMSS. AND JAMB%IMPACT HOOKS IN H H 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM EA300.04. .POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04. S. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED'IN THE DESIGN OF THIS PRODUCT. SEE SHEET 7.9 FOR INSTALLATION DETAIL W INDLOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT'REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE FORCE WINDS ANDIOR FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED, SMALL JOINT SEAM SEALER USED AT FDMD MEETING RAIL AT HEAD / SILL. S. SERIES I MODEL DESIGNATION HS -8200. S. 1x OR 2x WOOD BUCK OR STUD FRAMING TOME DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND O.STAND FOR THE FOLLOWING: X A OPERABLE SASH, O . FD(ED SASH 11. SECTION CALLOUTS FROM OXELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12. WEEP SLOTS =114" X 1° LOCATED 4- FROM BOTH ENDS A. TURNER, FL P.B. f�j No 58201°� 1900 SW 44TH AVE. * 2 MALA FLORIDA 34474 Lucas Turtm 2014-02-24 15:4846,00 y yyy� -'Q t I °� 'GENERAL NOTES & SLEVATIONS - LARGE MISSILE IMPACT �i Y' a 3A S STATE IAF tf/�', M BY: 7E: 10/71!201 THE wFORMnnoN car+rn r s� s +' �* 2/24/2014 y++��FS' �'4 ° R: =^' � ` PVC HORIZ. SLIDER NTS a CW8 BSS WWrrEN PWJ08910N M WI WU NDOW SYMMS, INC. IS PROH BMM- Ui THE fiptt .611 1 1 � }S~� A 9 OF 9 s- MAX (,rva.)—r--1 A 1-113 1& I 1 egl-1�`l�f e e" MAX (rYP.> 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. I Ir I 17" m O.C. • I (SMEET4) 4.911 S"IDLk IITW BUL Ac COc G1 OR ADVANCED THRFADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO 1 t I i ) I I I B X. I I � I 8. ALL INSTALLATION ANCHORS WST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. (SHEET4) , (FIXEDRAIL) (1:11 RAIL) nnlrtunu I nvnl Ir _ r�I aAlaEt a" MAX F D r. –�—e° MAX o.0 (TYP,) 4^ MAIL (TYP.) . t W MAXq0C I B E (SHEET 4) ANCHO S TYYPP. D ^--J (SHEET,$) ANCHOR LAYOUT- tFIAI) TFtRU WULINO PIN PEPDND) I E (SHEET 6) . w NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. t 1 (SHEET 6) 4.911 S"IDLk IITW BUL Ac COc G1 OR ADVANCED THRFADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO O I i ) I I I I I 8. ALL INSTALLATION ANCHORS WST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. D ^--J (SHEET,$) ANCHOR LAYOUT- tFIAI) TFtRU WULINO PIN PEPDND) I E (SHEET 6) . w NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2, SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACKTO BE 114° FOR MASONRY OR WOOD, AND 1!S" FOR METAL USE SHIMS WHERE SPACE GREATER THAN 1118" IB PRESENT. 3 LOAD SEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIM" ARE NOT ALLOWED. 4.911 S"IDLk IITW BUL Ac COc G1 OR ADVANCED THRFADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO ;DEXT Ro OF 2112" SHALL BE ACHIEVED IN EITHER DIRECTION. 6.010 WOOD SCREW ANCHORS J+AUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER QIREOTION• 0. 08 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 711 S" SHALL BE ACHIEVED IN EITHER DIRECTION. 7.010.18 ITS TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 8. ALL INSTALLATION ANCHORS WST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. DISSIMILAR 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL LUCAS A. TURNER, FL P..E. SSM A CHANGED EDGE DIST FROM 114" TO 7 IS" 0210012014 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. tt nr[rrarr r I 10, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: Ga0.66PINE ORGREATER) y+++�+6+� OPREtV p r..�� "[�$14� A. WOOD -MINIMUM SPECIFIIrGRAVITY OF (SOUTHERN S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. C. MASONRY - MINIMUM OEN$ITY OF I MCF, CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. �+�W�i'yt�+'SNS�'y��yt.®p .• No 5BE01 71 :s 1900 SW 44TH AVE. OCALA FLORIDA 34474 D, ALUMINUM -118" THICK Mi BOSS 76 MIN. E STEEL -18 GAUGE (.080") MIN., 33 fC81 MIN 'A% 'STATE ANCHOR SCHEDULE & NOTES- LARGE• MISSILE IMPACT ,y..Z. 11. $EALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SMALL BE DONE BY OTHERS FOLLOWING THE CURRENT FROPRWARYAND COMPENrEAL 2(24/2014 OF 54u 0*'.,� p p ,•'+ ,,[ O R 1 fi,.•` \ + Es: WNBY: TE 8200 MVFLZ TEF 1QH 1/201 a PVC HORIZ SLIDER NT8 CWS $S9 VERSION OF THE REFERENCE DOCUMENTS: uTMaw+Nsre°cesCONTAINED INTHM ° M PARORAB aP >e�i+�`+ FMA/AAMA 100(FIN WINDOWS), O'MAIAAMA 200(FLANOE WINDOWS), WMrrEN PERMISSM OF CUSTOM WINDOW SygMM%NM MPROKWED. )1W 11110 A 20F9 FMkW DMA 250(0OX WINDOWS)) FMAtAAMNWDMA 900(EXTERIOR DOORS). 71W OVERALL 8118'.ANNEALED OR TEMPERED 1W AIR SPACE 7118° IAMI 8118° ANNEALED .M SENTRY GL1SO.IONOPLAST 1NTERLAYER 3118° ANNEALED PURFECT GLAZE'H' SIKAFLEX 862 ire GLASS BITE PROPRIETARY APM cONFt DMV- 2(24(2014 "yW�{N Y EM%WRQ. ANYFwp �1CCMO DRAWING AARTT OR AS AWHOIEWniDUT°�THHM WRIST@! PMWWION OF CUSTOM WINDOW SYSTUM, WO. IS PROMIT90. QLp88TYPE B FULL • VERALL UNEALEP OR TEMPERED R SPACE AMI VNEALED UPONT PVB INTERLAYER VNEAIFD ECT GLAZE °H' LEX WZ BITE No W 01 •� *H AVE. S OCALASW FLORIDA 34474 . i a GLAZNG • LARGE MISSILE IMPACT $TRT G OF I&M 08:8200 HVNZ RAWNB I TEF �;D g tD,�:•�� o 'PVC HORt7. SLIDER 1:1 `tip` '0.1.. VA..solo A Owl 8B9 30P9 SECTION C -q NOTE: SHOWS FIXED 4ITE CUT -AWAY INTERIOR t SECTION B -B HEAD IMPACT HOOK (IYP.) MOSPANOTEMS 44 OF & 488)A.9FIE3 HEAD/JAMB IMPACT HOOK LOCATION (FLANGE FRAME ONLY) Zy'L. aRMMUTA rAvmoGIV+DrNIM 2/W2014 TM WOOW MATT t�ASCONT'.��TM 8M D R E� 9 TI12 8 A Vlfi8LE V1` OF MWO6 WRRTEN pERM98810N eff - QM VUtIVBOW 8Y87Eht6, IN6. f8 PRpHfBREO. HpOK$ (ITEM 42} ARE LOCATED AT THE THIRD POINTS ALONG THE FRAMEJAMBS. I- HEAD/JAMB IMPACT HOOK LOCATION (FLANGE FRAME ONLY) Zy'L. aRMMUTA rAvmoGIV+DrNIM 2/W2014 TM WOOW MATT t�ASCONT'.��TM 8M D R E� 9 TI12 8 A Vlfi8LE V1` OF MWO6 WRRTEN pERM98810N eff - QM VUtIVBOW 8Y87Eht6, IN6. f8 PRpHfBREO. `ALTERNATE JAMB R0T6RY_LQ0S— FROM 1/4" 1900 SW 44TH AVE, OCALA. FLORIDA 34474 SECTION VIEWS FLANGE FRAME - LARGE MISSILE IMPACT 8200 HVHZ TEF 10/111201 : PVO HORIZ. SLIDER NTS °' °' CW8 889 • A 40F9 HpOK$ (ITEM 42} ARE LOCATED AT THE THIRD POINTS ALONG THE FRAMEJAMBS. `ALTERNATE JAMB R0T6RY_LQ0S— FROM 1/4" 1900 SW 44TH AVE, OCALA. FLORIDA 34474 SECTION VIEWS FLANGE FRAME - LARGE MISSILE IMPACT 8200 HVHZ TEF 10/111201 : PVO HORIZ. SLIDER NTS °' °' CW8 889 • A 40F9 SECTION D -D IE SECTION E -E . T NOTE; SHOW$ FIXED LITE LJT-AWAY „► ,., • . � • aI111411,~is'w"1alS?lhi�S�l7all•I' Z'.`-. PRmPrZTARYANP CMVIDE AL 2(2412014 WfNQ OM t MS.�ANYgpgIN oouoTTIONMPSOLE � ASAWWHH=Wtry F ICTTHE WRrrrEhi PERMIt�1,l WM O7W,,M snTM WC.!BPMMVIEP. ts) THE E FfIAME Nq Snol : A 1900 SW 44TH AVE t y OCALA, FLORIDA 34414 : Me ' SECTION VIEWS FW FRAME - LARGE MISSILE IMPACT SLATE OF W4U,: MMES: 8200H— ' TEF ATa Qy R t �'T`��\"+* PVC HORFZ SLIDER E i�'4 R: A OWS-w9 SOFS PVC PRAMS FIN -8048 1 1 16!18° t 3/10° PVG SASH MTQ RAIL 6060. PVC SASH SIDE RAO: 8081 PV0SASH TOPIBTM RAIL4WA 314° 1 311(°—I .$14 18 16418° 1116° ALUMSASHMTO, RAIL -1497 ALUM S.BJUS.S.R. -1498. ALUM. SASH REIN. -1890 E—E (b 3119° IO PI,ANVIEW-2000 ALUM PANEL IMPACT CATCH -2000 PLAN VIEW - 9977 ALUM SASH IMPACT HOOK -1677 PROPMEIARYAW CWWW910 L 2/24/2914 TE: ITE 94, 18, TM WP.ORMAMON00WANED INTNISMINNGISTHE WLEPROPHtYYOFCUSTOM LL ALUMINUM EXTRUSIONS AM GOWN 771 PERM ssi ami OP cuaTaMww w INaraTE .I ��>s P otEer a Q�Tt� /.,11-7 CORIBTRLlCT10 1718' 3 918° ALUM HD MTO RA1Ir1881 CORNER WELD (ALL BIDES) 16/ 1 114° 3 7/18° 7 1118" r,hcu re SIVffHfRO ALUM ROLLER TRACK -1710 PVC HD FIXED RAIL COVER- OW 1118"� 8 6118° 112' PVC SCREEN SUPPORT -6014 PVC SCREEN CATCH -8013 3118° -. 12°��F-718°•1 �— Q ef 6. T SCREW SUPPORT- 3113 ALUM REINF. FOR MAPACT HOOK -1112 14 x 114° 7� F 18118 1 PVC ANTI -LIFT INSERT' 6006 PVC OLAZEBEAD - WU No 58201 STAT& OF 0 3M8° O 16118° a 7{° PLANWIN-1999 ALUM HEAD IMPACT HOOK -1M n r.NANGED EDGE DIST FROM 114" TO 7118° Sf, )oVV5Y57e4Sk-% W W 44TH AVE. I,.FLORIDA 34474 EXTRUSIONS 8: B.O.M. - LAROE MISSILE IMPACT 8200 HVIiZ ° TEF °A�' 10141/201 j PVC HORLt SLIDER 7 2 CWS -809 A SOPS I BY WOOD BUCK BY OTHERS SEALANT BETWEEN RUCK AND OPENING BY OTHERS MIN EDGE DIST CONCRETEIMASONRY BY OTHERS BY 114° MAX BRIM NOTE 1) INSTALLATION ANCHOR, ' e BY OTHERS 3118' DI4, MASONRY SCREW •' WASHER THRU SCREW w/ WASHER THRU SCREW SUPPORT (SEE NOTE 1) a 4 SUPPORT (BEE NOTE 1) 114" MAX SHIM (BEE NOTE 1) CONcRET9NASONRY MIN EDGE DIST •a'e .(SEEN07E1) s P' BY OTHERS ,syr WASHER THRU SCREW •6 SUPPORT (BEE NOTE 1) y�`�. ' 4• �--2 BY WOOD BUCK BY OTHERS 2112° MIN EDGE DIST • `4 SEALANT BETWEEN BUCK (SEE NOTE I) e a ' - AND OPENING BY OTHERS 2112° MIN EDGE DIST (SEE NOTE I) 11/4. MAXSHIM (SEE NOTE 1) •. SEALANT BEHIND FLANGE BY INSTALLER SEALANT SEALANT BEHIND FLANGE BY FR INSTALLER PERIMETER SEAT EXTERIOR FINISH PERIMETER 13Y INSTALLER BY INSTALLER 9 114• MIN EMBEDMENT �: s: (SEE NOTE 1) ,�s s P • a: s: BY ' BYOTHER8 >. PrP•• B HORIZONTAL SECTION via 1 BY WOOD BUCK BY OTHERS T FRAME (MASONRY) EXTERIOR FINISH BY OTHERS L-•1/4° MAX SHIM (SEENOTE 1) PERIMETER SEALANT B` INSTALLER INSTALLATION ANCHOR, 3118• DIA. RE SEALANT BEHIND INSTALLATION ANCHOR, SCREW WASHER KRU S W SACKED WASHERTE BACKED FLANGE BY 3118°DIA. MASONRY SCREW 1) SUPPORT (BEE NOTE 1) INSTALLER *lWASHIERTHRU SCREW SUPPORT (SEE NOTE 1) SEALANT BEHIND SEALANT UNDER SCREW FLANGE BY HEAD 13YINSTALLER PERIMETER SEALANT 114° OTEAX HIM (SEE NOTE 1) N INSTALLATION ANCHOR, 3118' DIA, BY INSTALLER MASONRY SCREW WI NEOPRENE D . s' ° • ° r ` • s ` BACKED WASHER THRU SCREW EXTERIOR FINISH • D . g $ 10. D It SUPPORT (SEE NOTE 1) BY OTHERS r P • : � . s p t• . °. ►P e• r 6 1114"_ MIN EMBEDMENT SEALANT UNDER SCREW D. y ,s p. R D p° D D D p 6 p (SEE NOTE 1) SEALANT BEHIND HEAD BY INSTALLER s(: ° p , i . ►> • s D ° D D ` , v • . t FLANGE BY INSTALLER HIGH STRENGTH STRUCTURAL • vp D • �O GROUT BY OTHERS L2h MIN EDGE DIST —(BEE PERIMETER SEALANT (SMNXOTE1) CONORETEIMONRY BYOTHERS NOTE I)YNSTLLER -•-— D ALTERNATE PRECAStBILL DETAIL EXTERIOR FINISH _^gILLSTOOL 7 7 FRAME (MASONRY) F BY OTHERS8 OTHERS•y.•r.�. p TP�4'A�a e:'>'iP• .s •P�• USE SOLID WOOD e:Pa°"►': :P,+si a:�P� °i°"'•i SUPPORT TO MAKE P,•'P D:: + :•r,� s. P: • SILL LEVEL, BY OTHERS P ' P' " P• , 11 114• MIN EMBEDMENT MWSONRY (SEE NOTE 1) IF+— 11Z°. � (2NOTE MIN EDGE DIST A VERTICAL SECTION z 7. FRAME(MASONRY) PROP1119MIYANDIXNJPI MIM =4/2014 E THE IWORMA'1ON CONTAINED IN THIS DRAWING IB THE BOLE PROPERTY OF CUSTOM SUBSTRATE REST ON J CTIONS REFER TO wwmTraN WINDOW SYSTEM. HON OP cU��1�N owNSYSTE , I�Nc�EIA WHOLE ®i O e P°Zr- MIN EDGE DIST .(SEEN07E1) s P' WWDINSTALLATIONANCHOR NCHOR WI ,syr WASHER THRU SCREW SUPPORT (BEE NOTE 1) y�`�. ' 4• �--2 BY WOOD BUCK BY OTHERS 0 HORIZONTAL SECTION 7 FRAME(WOOO) D IM8 AR FOR 2BY INSTALLATION. ISI I. RdSTAl1AT10N SAME AS SHOWN BELOW. 900 SW 44TH AVE. KALA, FLORIDA 34474 TLe: INSTALLATION THRU FRAME DETAIL - L `82W HVHZ o ' TEF ODBC— scat : NTS PVC HORIZ. SLJDER '� t:R A 1011112013 CW 5.889 7OF- 7110! MIN MIN EDGE DIST (SEE-NOTE1)- 114' MAX SHIM (SEE NOTE 1) SEALANT BEHIND FIN— L---PERIMETE BYINSTALLER BY INSTAL F , HORIZONTALSECTION F7N (WOOD) £ VERTiCALSECTION �. 6. FW (WOOD)-�At'�ypmt 2124%2014 THE INFORMATION CONTAINED INTHIS DRAWING iS THE EOLEPROPER"OF CUSTCM WINDOW SYSTE6IS, INC, ANY mmanUCTION IN PART ORAS A WHOLE WRHOUTTHE REFER TO WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, uva it PROHIBITED. Na 58201 VA o 1900 3W 44TH AVE A, Z OCALA, FLORIDA 34414 * } � � INSTALLATI�•! ANCt STATS �� r�� '8200HVHZ �.*• G k4 4�;.«aC%�`y�fi ` PVG HORIZ. BLIDFJ7 IL -LARGE MISSI�IMPAICTTEF1201NTS S-889 p 8oFe J= MIN EMBEDMENT SEALANT BEHIND FIN (SEE NOTE 1) Ift SHEATHING (SEE NOTE 1) BY OTHERS PF.FiIMETERSEALANT tDffER1pR FINISH INSTALLATION ANCHOR. WI WASHER BY OTHERS By °• a e0e�i NOTE i) 2 BY WOOD BUOKSY OTHERS WINDOW WRAP BY INSTALLER SEALANT BEHIND FIN ;: a u 2 BY WOOD BUCK BY OTHERS wi. °°. BY INSTALLER 0 • • #S WOOD SCREW Wr WASHER WINDOW WRAP BY INSTALLER "••d ( SEE NOTE 1) INSTALLATIONANCHOR. - SHEATHING qS WOOD 8{x1EW WI WASHER 1) PERIMETER SEALANT •�'%g IL19• MIN EDGE DIST (SEE NOTE 8Y INSTALLER (SEE NOTE I) 1 114' MAX SHIM (SEE NOTE 1) 1 JW MIN EMBEDMENT (SEE NOTE 1) rP 7110! MIN MIN EDGE DIST (SEE-NOTE1)- 114' MAX SHIM (SEE NOTE 1) SEALANT BEHIND FIN— L---PERIMETE BYINSTALLER BY INSTAL F , HORIZONTALSECTION F7N (WOOD) £ VERTiCALSECTION �. 6. FW (WOOD)-�At'�ypmt 2124%2014 THE INFORMATION CONTAINED INTHIS DRAWING iS THE EOLEPROPER"OF CUSTCM WINDOW SYSTE6IS, INC, ANY mmanUCTION IN PART ORAS A WHOLE WRHOUTTHE REFER TO WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, uva it PROHIBITED. Na 58201 VA o 1900 3W 44TH AVE A, Z OCALA, FLORIDA 34414 * } � � INSTALLATI�•! ANCt STATS �� r�� '8200HVHZ �.*• G k4 4�;.«aC%�`y�fi ` PVG HORIZ. BLIDFJ7 IL -LARGE MISSI�IMPAICTTEF1201NTS S-889 p 8oFe 114' MAXSHIM (SEE NOTE 1) SEALANT BEHIND FIN BY INSTALLER Ift ZNZ MIN EDGE DIST (SEE NOTE 1) PF.FiIMETERSEALANT BY INSTALLER °• �° 2BYWOOD BUCK BY tYft1ER8 WINDOW WRAP BY INSTALLER ° a s wi. °°. INSTALLATION ANCHOR, FINISH. • • #S WOOD SCREW Wr WASHER BY OTHERS Y OTHE BY ae•O ( SEE NOTE 1) SHEATHING (SEE 1EMBEDMENT 7110! MIN MIN EDGE DIST (SEE-NOTE1)- 114' MAX SHIM (SEE NOTE 1) SEALANT BEHIND FIN— L---PERIMETE BYINSTALLER BY INSTAL F , HORIZONTALSECTION F7N (WOOD) £ VERTiCALSECTION �. 6. FW (WOOD)-�At'�ypmt 2124%2014 THE INFORMATION CONTAINED INTHIS DRAWING iS THE EOLEPROPER"OF CUSTCM WINDOW SYSTE6IS, INC, ANY mmanUCTION IN PART ORAS A WHOLE WRHOUTTHE REFER TO WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, uva it PROHIBITED. Na 58201 VA o 1900 3W 44TH AVE A, Z OCALA, FLORIDA 34414 * } � � INSTALLATI�•! ANCt STATS �� r�� '8200HVHZ �.*• G k4 4�;.«aC%�`y�fi ` PVG HORIZ. BLIDFJ7 IL -LARGE MISSI�IMPAICTTEF1201NTS S-889 p 8oFe SEALANTSBEHIND BY INSTALLER OR JAW STEEL,MIN. PERIMETER SEALANT BYINSTALLER BY 118° MAX SHIM (SEE NOTE 1) 118" ALUMINUM OR 1!181 STEEL MIN. REOD (SEE NOTE 1) L CONTINUOUS DOUBLE al161. $FADS OF TREMGLAZE U1600 SEALANT OR E ENT AROUND IND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAM VERTICAL SECTION MopRIETARYAND OONFIVENTML 2124(2014 'Es, EMEIFDME WINDOW ORMATONCONTANy FMpTNIBOHAN[N PAR ORAS WKCLRTYOP CUSTOM WlE INFOPM TION CON AN50 FNTH;S'D ON L''aT G=PR'HPEWIOF UTTO WMTTEN PERMSION 9F CUBTOM WINOOW BYBTEMB, INC. IS PROHIWW- M, 118• MAX. SHIM (SEE NOTE 1) INSTALLATION rS108CAEW SEE NOTE 11 HORIZONTAL SECTION 1900 SW 44TH AVE. OCALA, FLORIDA 34474 f. INSTALLATION PORCH ENCLOSURE DETAIL - LARGE MISSILE tA1P. ;�:lil=a TEF TE: 10/11!201 ' HVHZVC HORIZ. SLIDER NTS Ewa. No GWS SSS A Bove zvnAmi-DADE COUNTY PRODUCT CONTROL SECTION 11505 Stir 26 Street, Room 208 DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33 175-24 74 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade Count),) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door-LMI. APPROVAL DOCUMENT: Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs -water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manu€acturees name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, acrd followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be s tion at the job site at the request of the Building Official. IMI: NOA renews NOA # 12-0208, consists of this page 1 and evidence pages E-1, as well as approval documeoned a ove. The submitted documentation was reviewed by Ishaq L Chanda, P.E. ' hfIAM -DADE COUNTY ate-. b��o\ NOA No. 14-0303.09 Expiration Date: June 10, 2019 Approval Date: May 1S, 2014 Page 1 Eu`roteeh Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files #12-0208.03/#09-0310.05) 2. Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets I through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted raider files 912-0208.03/#09-0310.05) l . Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03115/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24 i 1 3.2.1 and TAS 202-94 5) Large Missile impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz-Seda, P.E. (transferred from file # 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T100, dtd 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS (Submitted under file #12-0208.03) 1. Anchor Calculations and structural analysis, dated 02/01/2012, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, P.E. 2. Glazing complies -%-.,/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass & Plus", expiring on 11114/17. 2. Notice of Acceptance No. 11-0624,01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBG 2010, prepared by Al Farooq Corporation, dated 02/14/2014, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance to FBC 2010 & no financial interest, prepared by Al Farooq Corporation, dated 01/25/12, signed and sealed by Javad Ahmad, P.E. (Submitted under file #12- 0208.03). 3. Statement letter dated o2/14/14, issued by EuroTech for renewal with "No Change". 4. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA renews NOA # 12-0208.03, expiring on June 10, 2014. 2. Test proposal # 07-3527 approved by BCCO. t Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 14-0303.09 Expiration Date: June 10, 2019 Approval Date: May 15, 2014 E-1 SEE SEPT TE NQA it I i FOR TI M l RATING DETAILS �I I I I I f 13' MAX HEAD/SI Ij'-'LL I (�), DOOR HINGES) SEE SHEET 2 11 FOR QUANTRIES & CAPACITY 31 3/4' D.L. OPO. 39 1/8" ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. (2) ADDL ANCHORS AT 3' O.C. AT MTD. STILE ENDS RED. FOR WOOD OR WOOD BUCK INSTALLATIONS ONLY DOOR HfNOES SURFACE APPLIED SEE SHEET 2 FALSE MUNTINS FOR QUANTITIES - MAY BE USED I & CAPACITY "----------- SEE SEPARATE NOA FOR SIDELITE RATING AND DETAILS G1 MWA-OADE COUNTY a.-o��•cq APPROVED M SEESEPARATE EPELLNOA T�1 PICAL ELEVATIONS \ I1 II N / [cc II/ I IN-Ayli'NE - \\ LEAF r$ AqlIVE LAP H 11 m 2o AN `E 1 e!i` \ Li \ 4 DOOR HINGES) SEE SHEET 2 11 FOR QUANTRIES & CAPACITY 31 3/4' D.L. OPO. 39 1/8" ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. (2) ADDL ANCHORS AT 3' O.C. AT MTD. STILE ENDS RED. FOR WOOD OR WOOD BUCK INSTALLATIONS ONLY DOOR HfNOES SURFACE APPLIED SEE SHEET 2 FALSE MUNTINS FOR QUANTITIES - MAY BE USED I & CAPACITY "----------- SEE SEPARATE NOA FOR SIDELITE RATING AND DETAILS G1 MWA-OADE COUNTY a.-o��•cq APPROVED M SEESEPARATE EPELLNOA T�1 PICAL ELEVATIONS 78 iRNd 13' 11 II / i✓ ACTIVE LEAF II I I n " \\ 36 36 3/8" uAODUCf Vww � rfww a.-o��•cq \ II \ I1 IN-Ayli'NE - \\ LEAF I I r$ H )II/ 36 3/8" uAODUCf Vww � rfww a.-o��•cq ,Alsvftm Wiz' v Engn UAVAD AMOD THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. CNg, SHUTTERS ARE NOT REQUIRED. FIA. PE W,92 CAN. m c S i 8 5 drOwin�— g W04-01 R " DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. {+) INT. (-) 2 3 0 6/85O 3/8 75, 0 85. 78.085.0 2/6 7/0 3/8 75.0 85.0 7 to, 79.0 89.0 2/6 3/ 1 8/0 3/6 78. 85.0 75.0 85.0 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS: 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4" X 1/4' X I6-1/4" LONG ATTACHED WITH (2) 08 X 3/4" SMS HINGES SINGLE DOORS TIVO-HANOED COMB MING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 8". W. 39', 63-1/2" AND 92-1/2" FROM TDP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'H' WIDTH. HEIGHT EXT. (+) INT. (-) 2/6 3/0 3/3 6/8 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 7/0 - 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 8/0 100.0 140.0 100.0 140.0 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS; MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 902181 ATTACHED WITH (4) 010 X 1-1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTETIOR. STRIKE PLATE 1-1/4" X 1/4" X 18-1/4' LONG ATTACHED MATH (2) 08 X 3/4" SMS HINGES SINGLE DOORS TWD -HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (7) PER LEAF AT 7/0 AND 6/0 DOORS AT 3"• 9" AND 26-3/8" FROM TOP AND BOTTOM, ONE AT MIDSPAN (6) PER LEAF AT 6/8 DOORS AT 3", 9" AND 26-3/8" FROM TOP AND BOTTOM DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS GLASS TYPE 'A' OR 'B'HEIGHT EXT. (+) SST. (-)6/8 75.0 75.0 MDOORSIZE 75.0 75.07/075.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. UGIT EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE NATER INFILTRATION RESISTANCE IS REWIRED. LOCKS DOUBLE DOORS ACTIVE LEAF: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 002181 ATTACHED WITH (4) 08 X 1-1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART 002168 ATTACHED WITH (4) 08 X 1-1/2' SMS. HINGES DOUBLE DOORS TWO-HANDED COMB HIND EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6". 12", 35". 63-1/2" AND 92-1/2" FROM TOP OF DOOR NOTE TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. HEAT STRENT) GLASS INTERLAYER tlE PVB BY 'DUPONT' S/16" HEAT STREN'D GLASS 2800 B � HEAT STREN'D GLASS INTERLAYER YGLAS BY !DUPONT' 5/16' HEAT STREN'D GLASS GLASS TYPE 'A' GLASS TYPE 'B' ruODUCf R9VwD LAZING OPTIONS „te� w no PHOD1)CI 4ifil4WEH i1nWW8� -- a comQ Cade the it ClPua _7 ozo •G1j A �i.� Nom.-03�3.0`� �SE.•. �. -� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FBB t� 201 0 o aBf OrOWing no. W04-01 TYPICAL ANCHORS .ES 1/2' S IM ENDS Y O.C. MAX. toy TYPICAL ANCHORS Y/OOD BUCK SEE ELEVATIONS FOR SPACING E . T. ad- Im- I x 1" SMS .C. MAX. ER OF SILL T (XX) DOORS w z O o 0 0 1rowing no. W04-01 WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. YpLCALA=jU22j SEE ELEV. FOR SPACING u=177 KSL Fya155 KSI) INTO 2 S OWOOD STRUCTURES 1-3/8" MIN. P WOOD HRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY WI -DADS COUNTY PROVED MULLION PRwUGT46tig9" DIREC 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY E SEPARATE NGA as aampwas w to do ANCHORS 'hwa;CO& G Aqopu°i�N°r4�'; G ,#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ELEV. FOR SPACING INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO METAL STRUCTURES STEEL 11/8' THK. MIN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE IWO CONCRETE AND MASONRY = 2-1/2" MIN. nwvuCyRJevwwINTO WOOD STRUCTURE - 1" MIN. �wow N*F1aeiA INTO METAL STRUCTURE = 3/4" MIN. "a -6>7 o3 CONCRETE AT HEAD. SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOLLOW/FILLED 'BLOCK AT JAMBS I'm - 2000 PSI MIN. SEALANTS ALL FRAME AND LEAF CQRNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 �S-EALL�AN.M. w z O o 0 0 1rowing no. W04-01 FOR L. DOUBLE DOOR Ergr. JAVA9 NoaO' civu. PHQAUCf REVMW FIA. PE 70682 e, wNb n.PkeY4a. C.hN: axri 412 Mq (6 TORS llC 8 s droning no. W04-01 to4ft u mo ® 10 Z Or J 1.875 1.834 P R ❑� 2.658 L1.772-� 84 e. DOOR FRAME I I 11! t� 1.771_.,{I I cy O 4 oD I j�Zvls i a 2.830 3.673 .070 —1 2.819 1.024 FRAME TOP CORNER Z 2.047 W � O DOOR LEAF t4 7.772-�{ w p e 14 Z �N� Si "cmpwei Wuh tie ►7bel0i .067 3.937 p8a�phnN Ne l4h.r 3•Gr/ N g v 3.177 2.921 OWKY c•tF � W d• � 1y�.=�� 0 1.8381 O DOOR BASE BOARD c 2.402-11ru1►AUCT M6V16BA .138 o 1pmm w{h tie Peoft $ $ 2'4'20 rl .0591.417 1.764 .063 1.906 FRAME BOTTOM CORNER mama �L772 .744 .581 AF CORNERS OO FRAME SILL ASTRAGAL STILE Engrs JA7 Ad •: E ' 2.000--�j 1.000 f CAN, 7.000 .094 .846 1076 'I. 2012 o tlrowing no. 1.201 W04--01 sheet Sof O SILL BASE O GLAZING BEAD 5 I• N M IAMI-DME MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA} www.miamidade.govrperA SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change .in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature.. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 010-1004.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0221.09 MuatMtMADE sou Expiration Date: November 21, 2017 IIS "" • 1/,� la Approval Date: April 26, 2012 Page I SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Be TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ' along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4107, dated 03/26/07, signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted under previous NOA#07--1016.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBG TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-1016.116) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4115, dated 04/09/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-101 X06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 08/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #10-1004. 01) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Ud 0__J'h92__rx Manuel P.E. Product Contr I E finer NOA No. 221.09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 E-1 .` SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated December 05, 2011, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion— L.M.I., approved on 11/11/10 and expiring on 11/21/12. to P #A Manuel Per , Product Control ami r NOA No. 12- .09 Expiration Date: November 21, 2017 Approval Date: April 2b, 2012 E-2 z MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—DARE COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS. U THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (WHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE .. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STU=O, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD OURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATFRW.S INCLUDING BUT NOT LUATID TO STE�,�METAL SCREWS. THAT COME QJIO CONTACT W0H OTHER DISSIMM MATERIALS $HALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.5.4. 5.000 I ' MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING UIRWEWPOR USE CHARTS AND GRAPHS AS FOLLOWS. STEP I DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI—DADS COUNTY APPROVED GLAZING PRrUCTS MUM ABOVE LOAD REQUIRENENTS. STEP 3 USE CONNECTION TO MULLION A4 PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECTMUWON WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFI IN STEP 1 ABOVE. , USING ANCHOR TYPES ON SHEET 5 THRU 7 AND :'ANCHOR. CHARTS STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECMED IN Sirs• 1 ABOVE ICT cngr: un7eu..v,aw q � ODUC1'RBVIMD InA PE ampAyIngwithdorAM Dift /7 0� !No armr�� U)I o �o � a Ldg z z z agm R f/l rn .0 3ruwing no. M07-04 ,.280 1.000 1.000 s0 .378 1.000 120 TYP. .12s .126 4.800 4.000 4.000 Lj_.125 L TYR LLL==[ Ll 1-11 3.000 376 1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 STD, MULLION STD, MULLION CUSTOM MULLION CUSTOM MULLION 6063-T6 6063 -TS 6063-T6 6063-T6 2.000 2.000 ,28 .260 TYP. TYP. 4.000 4.000 L L. I r 2 X 4 2 X 42 X 6 2 X 6 STD. MULLION HEAVY MULLION STD, MULLION HEAVY MULLION 8063 -TB 0063-T6 6063-T6 6003-76 NOTCH OPTIONAL a 0 MULLION CLIP (6063-T6) 2' (ALT. TO ANGLES) CUP LENGRZ MUST BE CUT TO FIT SNUG INTO 20Y TUBE MULUONS. NOTCH ,I OPTIONAL a 128 2.000 e"g" dACm k ----2.000--J 0 •� i ANGLE CLIP PRODUCT REMM Bemr4dybsvvbhdmfbft i1� Yrudua 1 hawing no. M07-04 st.es-zsz ESM xvi oozs-ase (GOW -131 4LTM VQItlol3 `[WVIW HAV L8'M'S SECT 1NRWdOlRMC 1JIloOMd O SEG3NISN3 e No1.Lvuoduoo aooavdl•-ro tO®� R000rm.; �Ptm�oo m �E5 RRn�r0.�Rn�d NN m m 4�R marymemmmenmm fir$ Z C, N 4 m 1 I I I l l l a l 1 1 1 ivae-eta (ass) wji tso-to (log) -M S64££ -13 `HOV38 J.VSMC Z04 '3AV SS380NOO 'S 9L6 'OM 'SMOaNIAA IZVdWI MJS SNomnw Sent wnwwmv z r~ 2 m :!g: O n 9 mm �,., amr�m &o a o m qr gegm gmmm � 1 1 1 A H m i l l I y a a s mq g y F 1 1 1 1 1 HT' I WW� 0 0 4 4 4 c-, 0 0 o q 0 0 0 0 0 0 0 0 0 m o R 4 4 0 4 4 R r. M 4 R R o R q mnnnr9r`3.4.4�C9r`�r`34ei-iR��&m$4i�4$ro6 q;qRn eg a°I m n m m 3 a n 6 c Jim mi 3DM4D ON tt'80Zt 0 LLi3N5 mi - w Ot'ars0 8 M lA4 Z 4 i� � e� &o a ttl 81190 CU .1 :Kmo p :SUO�slnB! 10-10-01 � v` m �.. ,1, Fri �I� �mmmn��aommi�mion�SFFmBa��FS$v�f n Ji 'ri 1 °0�$$r3��®�Fd 46 ��°e?r ry�� d r�garl�gaigoKnaoona 1 1 1 1 w a p 4mmrlm oimoemora••gq-ry q.rryNr q4a 2 ra p ".2 � m y v V r I I l i I I 1 1 1 1 1 1 1 I l I 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 n A a N 6 N Of a m N m 11.1 m O O O O O O O O O O O O O O O 1J.1 100 001-01 cn 0q o o g o 0 0 o q q q o e o M,10RIO 0 00 00oeo q o e ooS9.94r`��R9RR.SR;;;in6`9grg�rgR9 999 99 RRR� O e o 0 0 0 o g o 0 0 0 o q q q M. S AS:§R53 9 O N .- .- a-1- "NO a a 4 4 R R o 0MOMY oNo44o0 og 0oeoRn ;4a i r4�$R nRR 9mRgca?F g- 99 d 0 0 0 0 0 p 0 0 0 0 jili g q o 0 a od e o g o e e o 0 0 0 0 o q o 0 o q R m r m m RR RRRRR R.RRRR RR8RRRRRRRRe1.6 R�e�� a aaa�aaaaaaaaaa.-. - o e o o e o 0 o g q o 0 o q q qry m d. o 0 o m m a. N m ry m o a m m r m o q °e.9r4RRRRRRRRRRRRRp�Z�RRR�Rnm^mR=S°%r"a3R'w� 4Ro444Ral�ryR44 "�mmo�r ro".; agammog4aam mqn; c 1 g m s >£ i �•i9ine $$omn'\`I� �ia�$��t�`\�nv��3� i ��kia�S��'t" NOf m b m N r i m 0 W 0 } p LvJ �l7 F=0w �o� = m d. Z q�og Nog O J � DESIGN LOAD CAPACITY - PEP DESIGN LOAD CAPACITY - PSF ' WINDOW nDIR. DESIGN LOAD CAPACITY -PSP ANcaolls TYPE OIAZINO WIDTH (W} MULL SPAN SPAN A WINDOW DIME. ANCHORS TYPE D WTNDOII DDSS. 74.5 ANCHORS TYPE 130.0 130.0 130.0 828 130.0 100.3 130,0 73.1 118.2 88.8 130.0 89.3 98.8 71.1) gflDTH (fly MULL SPAN A H C D Y.7DTH (W) MULL 98.8 J8.8 69.1 44.3 88.8 33.2 83.7 49.3 80.8 30.5 49.2 38.9 73.8 19-t/8" 26-1/2° 30° 37° 42" 48' 84° Bo° 68" 72° �° 1085 130A 0 Z n 19-7/B° 139.0 130.0 130.0 130.0 130.0 28-f/2° 130.0 130.0 130.0 130.0 17.8 424 88.8 51.4 1029 37.7 61.0 45.7 91.A 33.9 54.9 41.1 6za 30.9 49.8 37.4 745 26.3 48.7 34J 88.8 18-7/8" 28-7/2° 30° 37° 42° a8" 84° 80° 68° 72° g6" 30" 130.0 130.0 130.0 130.0 139.0 88.4 88.0 720 730.0 48.2 77.8 58.4 118.8 42.4 88.0 81.4 102.8 37.1 80.0 46.0 90.0. 33.0 53.3 40A 80.0 ej 720 37" 120.5 130.0 130.0 130.0 108" 826 133.9 100.4 130.0 B8.8 98.8 725 130.4 82.8 88.3 84.0 f28.0 42.8 892 81.9 103.8 37J Bt.O 48.7 81.4 42° 708.1 130.0 128.7 130.0 84.0 a4.0 385 28.1 88.2 22.0 38.8 28.7 b3.3 48° 82.9 730.0 1728 130.0 C LL 54° 60" 82.8 74.3 130.0 720.1 100.1 90.1 130.0 - 730.0 n 88° 87.8 108.2 91.8 130.0 Q$ 72" e1.9 toot 76.0 130.0 oQ o ��a 18-1/8° 130.0 130.0 130.0 930.0 28-7/2• 127.$ 930.0 130.0 130.0 30" 37° 1128 87.3 130.0 730.0 130.0 710.7 130.0 130.0 42° 50-5/8" 80.5 130.0 87.5 130:0 O 48 70.4 173.8 88.3 130.0 54° 828 107.1 79.9 130.0 m 80" 88.3 91.0 88.3 130.0 to 68" 812 82.7 82.1 924.1 o �o 72" 48.9 76.8 88.8 113.8 J 19-1/8° 130.0 130.0 130.0 130.0 as 2e-1/2• toes 130.0 72as 139.0 ��r W. 905 130.0 toga 730.0 W 37" 42° 73.4 84.7 118.8 104.8 89.0 78.4 130.0 130.0 Z 1° 48° 88.8 97.4 88.8 130.0 j 84" 50.3 81.3 81.0 121.8 Z fv EL BO° 45.3 73.1 84.8 109.7 HORIZONTAL MULLION 0 >• 88° 72" 47.7 37.7 885 81.0 49.9 46.7 89.7 81.4 TYPE A.B ANCHORS ANCHORS TYPE A,8•C OR D ARCHES TO SE INSCRIBED uj ^ v 19-1/8' 1205 130.0 130.0 130.0 INSIDE RECTANGULAR SHAPE 28-7/2" 88.8 130.0 105.4 130.0 O 96° 78.8 124.1 9,3.1 730.0 37" 42' 823 84.9 900.8 88.7 785 86.6 130.0 130.0 -VERTICAL uuuroN z o$ 48° 74-1/4° 48.0 77.8 58.2 918.4 GIAZINO PRODUCI GLAZING PRODUCT 94" 42.7 89.0 51,7 103.4 Ff 3 CCHOR$ 0911 80" 38.4 82.1 93.1 . A D 88" 34.8 58.4 �4&5 84.8 1 72° 32.0 81.7 77.8 ANCHORS AB ORD ALL LOADS ARE EXT.(+)/INT.(-). wl W2 1A m NOTE: 6 m V ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER TYPICAL MULLION ARRANGEMENTS LOCATIONS AT HEAD, SILL OR JAMB ENDS. � AHM 4 a FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. WIDTH (W) Wl + ,IAVnu E# P OM=RHVISW w,rBy7y wug9twPlerMa (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 2 o N ��0592 Bg10 a Wj= No o /7 ISpp P[o�ot draWio ANCHORS M07-o� B 1 ' • �' sheet 4 of 7 DESIGN LOAD CAPACITY - PEP WINDOW nDIR. ANcaolls TYPE OIAZINO WIDTH (W} MULL SPAN SPAN A H C D 19-7/8" 28-1/2" 30' 37° 4a° 48° 84° 80° 88° 72° 74.5 114.7 130.0 130.0 130.0 828 130.0 100.3 130,0 73.1 118.2 88.8 130.0 89.3 98.8 71.1) 130.0 sea ea.4 s3.3 tas5 45.7 73.8 fiS.4 110.8 40.8 66.8 482 98.8 J8.8 69.1 44.3 88.8 33.2 83.7 49.3 80.8 30.5 49.2 38.9 73.8 19-t/8" 26-1/2° 30° 37° 42" 48' 84° Bo° 68" 72° �° 1085 130A i28.1 130.0 78.8 124.2 83.2 130.0 87.9 109.7 82.3 130.0 86.0 1{9.0 88.7 1 48.8 78.4 58.8 17.8 424 88.8 51.4 1029 37.7 61.0 45.7 91.A 33.9 54.9 41.1 6za 30.9 49.8 37.4 745 26.3 48.7 34J 88.8 18-7/8" 28-7/2° 30° 37° 42° a8" 84° 80° 68° 72° g6" 932 13_0.0 1128 130.0 872 108.7 81.5 139.0 88.4 88.0 720 730.0 48.2 77.8 58.4 118.8 42.4 88.0 81.4 102.8 37.1 80.0 46.0 90.0. 33.0 53.3 40A 80.0 28.7 48.0 38.0 720 27.0 43.8 32.7 855 24.8 40,0 30.0 80.0 19-1/B" 28-1/2" 30• 37° 42° 48" 84° 80° 88" 72" 108" 826 133.9 100.4 130.0 B8.8 98.8 725 130.4 82.8 88.3 84.0 f28.0 42.8 892 81.9 103.8 37J Bt.O 48.7 81.4 33.0 83.3 40.0 80.0 29.3 47.4 38.8 71.1 28.4 42.7 32.0 84.0 a4.0 385 28.1 88.2 22.0 38.8 28.7 b3.3 DESIGN LOAD CAPACITY - PEP WINDOW nDIR. ANcaolls TYPE OIAZINO WIDTH (W} MULL SPAN A H C D 19-1/8" 28-1/2" W. 37" 42 48° S4° 80" 88° 72" yam° 74.5 120.5 80.4 130.0 53.8 86.9 86.2 130.0 47S 78.8 87.a 115.2 38.8 82.3 48.7 83.4 33.9 84.9 41.1 823 28.7 48.0 36.0 720 28.4 42.7 320 84.0 23.8 38.4 28.8 87.8 21.8 34.9 28.2 824 - 32.0 24.0 4&0 18-1/e° 28-1/2" 30" J7" 42" 48" 54" so. 88" 72" 132° 87.8 .tOB.6 821 134.0 48.9 78.0 59.3 118.8 43.2 89.8 82.4 104.7 35.0 86.8 42B 84.9 30.8 49.8 37.4 74.8 27.0 43.8 327 85.8 24.0 38.8 28.1 58.2 a1.a 34.9 las 524 - 31.7 23.8 47.8 - 29.1 21.8 43.8 19-1/8" 28-1/2° 30° 37° 42" 48" 54" 144° 821 100.4 78.3 130.0 44.8 72.8 84.3 108.7 39.8 84.0 48.0 98.0 32.1 61.9 38.8 77.8 28.3 48.7 34.3 8&8 24.8 .40.0 30.0 80.0 22.0 35.8 28.7 53.3 �' OL4ZiN0 EINL �1 OIAZINO GIAZWG PRODUCT PRODUCT MUWON SPAN 9 1/4' DA ULTRACONS Ed. 2 PER CLIP (1 ON EACH WINC) WOOD 1/4' DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) WOOD BUCK OR ID STRUCTURE CLIF Thr a WOOD 1/4' DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE NEK OR FLAT HEAD SUDSTRATE Ed. m MIN. EDGE DIST. MIN. EMBEDMENT WOOD BLOCK 2-1/2' CONCRETE 2-1/2° 1 -1/2 - M n 0 0 a go d9 �a $� n g Qa U4 z 0 go 7 'ma�yy t��tss77��yy w SaM Z 1 Of x �z Z Qpm V4 ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAW OR WATER -WHITE METRACRY ATE IACOUER. 0 - •i EW JAYAO ANMAD .. CNLL FMPE.gB�7�8�882'., CAN,JOJo PRODUCTRBVISW ea4t�lylagwHh wRadib Bu(Idfng t7 � o l dmwing no. I' M07-04 �1,:'•,;' sheet 5 of 7 t� i 1/4" DIA. ULTRACONS 1/4" DIA ULTRACONS 4 PER CUP (1 ON EACH WINO) "PMMGlaE jl 1 I BY WOOD SUCK �l 1Jl I v I FLOATING CUP i i I 2 X 2 X 1/B" ALUM ANGLE I #14 SMS 1-548; I 1 1 .I pEOR ANGLE I 1 1/4" DN. ULTRACONS 4 PER CUP (1 ON EACH WING), 1/4" DIA ULTRACONS 2 PER ANGLE-\ WOOD BUCK OR WOOD STRUCTURE XATION ANCHORS TYPE 'B' CUP #14 SMS 2" O.C. MPI. 2 PER ANGLE I 2 X 2 X 1/B° ALUM AN 4" DIA ULTRACONS PER CLIP (1 ON EACH WING) IFI■M "j - CUP #14 SMS 2" O.C. MIN. 2 PER ANGLE 1/4" CIA. 2 PER CUP (1 ON EACH WING) v. :a 1/4" OTA. ULTRACONS BY 'ELCO' ULTRAWNS MAY 13E HEX OR FLAT HEAD n=� MIN. EDGE DISI. MIN. EMBEDMENT 1-3/8" CONCRETE _ 2-1/2" 1 1-1/2° v --------- A .- Enn JAY AHM O PRODUCT RBV188D ALL CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. I I CML esamPlYloBw8h0�FlodBa i u CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY 10 BE PROTECTED I I FLA. x'70892 BuTM6�g Code n WITH ALKALI -RESISTANT COATINGS. , SUCH AS BITUMINOUS PAINT OR I I GAN. 0•croPtmce No 1 9 Lil WATER-WHITE METHACRYLATE LACQUER. I TTM paw I7 drawing no. ANCHORS TYPE 'C' M07-04 sheet Q of 7 1/4" DIA. ULTRACONS 1/4" DIA. ULTRACONS 2 PER ANGLE .y � I •� <e � 1 •.a I II II ALUM2ANGLE8" U u #14 SMS 1-1/2' O.C. MIN. I i LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FR SNUG INTO TUBE MULLIONS. ANCHORS TYPE 'D' 8 14 S.M.S. 2/ CHANNEL @14 F.H. S."_ 2/ SIDE 1/8' THICK ALUM CHANNEL LENGTH TO FR SNUG INTO MULLION IES MAY BE NOTCHED SHOWN TO ALLOW INSTALLATION CUP ANGLE ILK JOINT AF1ER ASSEMBLY 1/4' DIA ULTRACONS BY 'ELCO' ULTRAOONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST, MIN. EMBEDMENT WOOD 1" 1-3/8" BLOCK 2-1/2' 1-1/4' CONCRETE 2-1/2' 1 -1/2 - ALL CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER THIS SCREW INSTALLED IN DIRECTION ACCESS MULLION MULLION SLIP FOR CHARTS A, B OR C :LIP FOR CHARY D O.C. MIN. h 0 Z O 8� h d a0 L6 N 0 o �+ Wg" ID Z 14 FH SMS I Q o PER CLIP I Z d U m N 1' O.C. MIN, I I I I V1 rn o 1-3/4' X 2" X 1/8" (FOR 28Y Tilt) O 3/4' X 2" X 1/8' FOR (1liY TUBE) M ANGLE CUT TO RT SNUG INSIDE TUBE ANCHORS DETAIL #1 0 METAL TO METAL CONNECTION O 'w a �Camv . EAgr.'JAYAD PROD=RBVf88D FTA �:TDS92, as rnmylyin8 vellhUr Flltsida b CA.t� .,334355 Accor t0�2•Q�z1,� aBY Pmdaot drawing no. M07-04