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WS-16-1791 1/w Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-262002 Permit Number: WS-6-16-1791 Scheduled Inspection Date: December 20,2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: VALMOCINA, MARIBEL Work Classification: Window/Door Replacement Job Address:685 NE 93 Street Miami Shores, FL Phone Number (305)758-7829 Parcel Number 1132060141750 Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Phone: (954)336-0881 Building Department Comments WINDOWS REPLACEMENT(12 WINDOWS)AND 2 tnfractio Passed Comments IMPACT DOORS. INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 19,2016 For Inspections please call: (305)762-4949 Page 4 of 37 9 Miami Shores Village � � f W� 1 � ilSl We 10050 , 10050 N.E.2nd Avenue NE51 f , Miami Shores,FL 33138-00001�5 Phone: (305)795-2204 3 " }" .. e Expiration: 12J2512016 Project Address Parcel Number Applicant 685 NE 93 Street 1132060141750 MARIBEL VALMOCINA Miami Shores, FL Block: Lot: Owner Information Address Phone Coll MARIBEL VALMOCINA 685 NE 93 ST (305)758-7829 MIAMI FL 33138-2906 Contractor(s) Phone Cell Phone Valuation: $ 10,291.00 THE HOME DEPOT AT HOME SERVIC (954)336-0881 Total Sq Feet: 162 Type of Work:WINDOWS REPLACEMENT(12 WINDOWS)AN Available Inspections: No of Openings:14 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Arnt Due CCF $6.60 DBPR Fee Invoice# WS-6-16-60358 $3.60 06/28/2016 Check* 12011 $276.80 $0.00 DCA Fee $3.60 Education Surcharge $2.20 Permit Fee $240.00 Scanning Fee $12.00 Technology Fee $8.80 Total: $276.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,;, WS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing i is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the abe c tractor to do the work stated. June 28, 2016 Authorized Signature:Owner / Applicant / Cot or / Agent Date Building Department Copy June 28,2016 1 ��Q�l Miami Shores Village � ; - g T Building Department Ju 2 lois 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY Tel:(305)795-2204 Fax:(305)756-8972 BUILDING - INSPECTION LINE PHONE NUMBER:(305)762-4949 ��FBC 20(\�j Master Permit No. PERMIT APPLICATION Sub Permit No. `ZBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 106 ADDRESS: bs�-� �;� � � !2 's i- City: Miami Shores County Miami Dade zip 1313 13 5 Folio/Parcel#:_L I - 3 2eL — e I LI — { I Sr-, Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):y'1`11I'r3c1 Phone#• h-U— `?''l'L 1 .2 Z Address: t-; �3 rt ---;J- City: State• til t1 i, 11 �- zip:. Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name' aYL �73s �, t �Cl�r�l Phone#:_ 33 Address:2t C/'mnw-4 City:_ A 1 L.�=Af3 State: Kl�a ZP: v3`'�5 Qualifier Name:`_ �`t� ��1)1 �t')L, Phone#:c1 1f. C' I State Certification or Registration#: C KC-0 L((, Certificate of Competency#: DESIGNER:Architect/Engineer: t--k Phone#: Address: City: state"., , Zip: Value of Work for this Permit:$_ •1 G -1 �) ( r Squa!e/Linear Footage of Work: r 2, Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑;.Demolition Description of Work: Lvi !Mac.: <Lj--C"T-N�s Specify color of color thru tile: Submittal Fee$ Permit Fee$ T V - CCF$ - 6 CO/CC$_ Scanning Fee$d2- Radon Fee$ G 0 DBPR$ 0 -GO Notary$ Technology Fee$ • IP-ll) Training/Education Fee$ c2 : — -1- Double Fee$ Structural Reviews$ Bond$ (Revised02/24/2014) TOTAL FEE NOW DUE$ e�� � Bonding Company's Name(if applicable) !' 3 Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) 06 Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNEWS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ' ' �h Signature �. OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �S Fh day of 20 11 by aA day^of 3LI+ems 20 sd by 0.d who is personally known to f-t r il/►'fib) t't who i;*ers— o�nowto me or who has produced D•L. as me or who has produc Ay p��e MARIUSKA MORALES identification and w e tp,�ut, identification and wh i�2* oda%tart'Public-State of Florida SEBASTIAN MICHAEL TAVARE2 AGUIRRE -•, a=- Commission#FF 220103 NOTARY PUBLIC: Commission#FF 997791 NOTARY PUBLIC: • . My Commission Expires I's,,, a,c My Comm.Expires Apr 13,201, .. Bottled throurh NaYioral iro,py r"s�r. June 01, 2020 -- y - - - Sign: Sign: Print: Szbag 6DN AQvi'rrc Print: Seal: Seal: ffi#ffiffi##88888888888#8ffi8#8#88ffi##8888# #####8###8#8#88ffi8##8######ffi#ffiffiffiffiffi##8#88888ffi##88ffi#ffi88###8################# APPROVED BY (� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) WINDOW AND DOOR INFORMATION SHEET JOB# 9281681 Name Valmocina Location APPROVAL MULTIPLE Opening Corner PRODUCT APPROVED 13EQUIRED OPENING Window Opening WINDOW ARE Location Zone ACCEPTANCE PRESSURE DESIGN PRESSURE Dimension MULLION SHUTTERS No or NUMBER Style (+)PSF (-)PSF (+)PSF (-)PSF Wdth IN Height IN REQ. REQUIRED 1 4 15-0409.03 GD 70 70 40.1 43.4 38 82 N/A NO 2 4 15-0612.14 sGw 60 70 40.1 43.4 55 62 N/A NO 3 04 15-0612.14 sGw 60 70 40.1 43.4 55 62 N/A NO • 4 GD 70 70 40.1 43.4 33 82 N/A NO • 4 15- 6 2.1;4 sGw 60 70 40.1 43.4 73 62 N/A NO •••B•• 4 15- 6 2.1�F sGw 60 70 40.1 43.4 73 62 N/A NO c .•7 4• 15-0812.012 SH 60 70 40.1 43.4 37 62 N/A NO � • . 15- �.1 SH 60 70 40.1 43.4 37 62 N/A NO oc • 4 15-0 .14 scw 60 70 40.1 43.4 73 50 N/A NO J • 10 • •} •� 15-NI2..12 SH 60 70 40.1 43.4 37 50 N/A NO "I'I': 4. 15-CS%2.*IA sGw 60 70 40.1 43.4 73 50 N/A NO 004200 •4 •• 15-96;2A4 scw 60 70 40.1 43.4 73 38 N/A NO 3 4... 15- 2.•14 sGw 60 70 40.1 43.4 73 50 N/A NO .612•• 1 94•.. 15-0612.12 SH 60 70 40.1 1 43.4 1 37 38 N/A NO 15 15-0612.12 SH 60 70 40.1 1 43.4 1 37 38 N/A NO SGW=SLIDER GLASS WINDOW/SH=SINGLE HUNG/DH= DOUBLE HUNG/GD=GARDEN DOUBLE SWING DOOR/PD= PATIO SLIDER DOOR/CASE=CASEMENT/ PICT= PICTURE WINDOW/ED= ENTRY DOOR/AWN=AWNING ws I C-va AV Shoms village {, A,"P- 9. 0V7-D BY DATE jONING DEPT l , DEPT rz 4 `, MI C I I U CONIPLIANCE WITH ALL FEDERAL i I !I .SNI)('()UN 1 Y RULI=S AND RPGUI_ATIONS 1 OF 1 K AV-T%F-I. VN moo`,-jN s 1x85 Ne a3 6T mte,mv shO+ey �6Redys- E6Ae ss ..... . .. ...... ..... .. . .... ...... . .. ...... ...... .... . . 4i�TW '13ev 'ty (oRtSS FLORIDA BUILDING CODE 2014-ASCEISEI 7.10=WIND LOAD TABLES-170, 175 mph Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D -LOAD FACTOR:0.6 INCLUDED WIND PRESSURES IN PSF WIND PRESSURES IN PSF 170 MPH VELOCITY- EXPOSURE C 170 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than .Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 1 42.0 45.5 56.0 45.9 49.8 61.4 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 40.0 43.4 53.4 43.7 47A 58.6 21-30 47.4 51.3 63.1 51.7 56.1 693 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 44.6 48.3 59A 48.7 52.8 j 65.2 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 46.3 50.2 61.8 50.6 54.9 1 67.8 51-60 53.4 1 57.8 71.2 58A 63.3 1 78.2 LOCATION BROWARD COUNTY,PALM BEACH AND OTHER LOCATION BROWARD COUNTY, PALM BEACH AND OTHER EXAMPLE COUNTIES EXAMPLE COUNTIES WIND PRESSURES IN PSF WIND PRE55URE5 IN PSF 175 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43A 53.6 0-15 44.5 48.2 59.3 48.6 52.8 65.1 39.0 42.2 51.9 57.0 16-20 46.8 50.7 62.4 51.1 ' 55.4 68.5 21-30 42A 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 52.8 57.2 70A 57.6 62.5 77.1 41-50 47.2 1 51.2 1 63.0 51.6 56.0 69.1 41-50 54.9 1 59.4 1 73.1 60.0 65.0 80.2 51-60 49.1 1 53.2 1 65.4 53.6j 58.2 71.8 51-60 56.6 1 61.3 1 75.5 61.9 67.1 82.9 LOCATION IAMI-DADE COUNTY LOCATION MIAMI-DADE COUNTY EXAMPLE EXAMPLE GENERAL NOTES: 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE W W DLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS.WINDOWS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings.For building-30ft exposure B prevails in the upwind direction for a distance greater than 1500 it. For building>3011 exposure B prevails In the upwind direction for a distance greater than 2600 ft or 20 times the building height,wichever is greater.Based on the FBC-HVHZ,use Exposure C when building Is located in Exposure B 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than NY,open country and grasslands.Exposure C will apply when exposure D and B do not apply. 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than RIM it or 20 times the building height,whichever is greater 7-BUILDING CONSIDERED ENCLOSED-Ali glazing shall be impact resistant glazing or protected with an impact resistant covering. 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH 9-TOPOGRAPHIC FACTOR Kzt=1-(FLAT TERRAIN) 10-DIRECTIONALITY FACTOR Kd=.85(Wind Directionallty,Factor) 11-TRIBUTARYAREA:10 SQF 12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the Mean roof height,but not less than the lar ar of 4%of the least horizontal dimension or 3 ft. •• 000 • • • • • •• RaoF Sbpe • •• ••• •• E IN N G*C•0,fnc. >^ Englneeing Services-CA 8116 1z ••• •0• ••• 'NPS OBlourilRoad-elt 907 s 24 • • • • PorQlpano Beam 4loxida 33069 z4 51 (h> •• i• • ••• -1,%1:4754)30?-=319 (754)20"846 I MEAN ROGF HEIGHT • • E-mail:Engte@AOLmtcom � r a< B j 0+1 ora .j 0..4•• • • PEDRO DE FIGUEIREDO B%Mess o6equal*SftBL• • • • PE 52609 MAY 3 020 a rust nr b%le#th • • • • NOT VALID W/OUT SEAL a=3feet•r*=iAVA x We i i•••i ••• • • • ••• • • 4/13/2016 MIAMI-DARE MIAMI--DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) ww%miamidade.t:ov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 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 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. 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: Series 11FD-555"Outswing PVC French Door w/&w/o Sidelite and Transom—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-555.1, titled"Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13 with revision A dated 03/18/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Section 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 trait shall bear a permanent label with the manufacturer's name or logo, city, state, 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 ins$ectlon it tke j2D site at the request of the Building Official. This NOA revises NOA Nog 13-48] A j png1 cb*i4s pf this page 1 and evidence pages E-1 and H--21 as well as approval document mtgtioried Move • :0: • The submitted documentatidrf wa%*Avi6Ved 6y Mahutt Perez,P.E. MIAMMADE COUNTY •„ ; • • • ••; ; ;*00 060 NOA NO.15-0409.03 ®! •• • • �j�••• ••• Expiration Date: January 23,2019 Approval Date: July 02,2015 Page 1 ... . . . . ... . . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 13-0815.03) 2. Drawing No. MD-555.1,titled"Vinyl French Door and SLT/TR",sheets 1 through 12 of 12, dated 05/07/13, with revision A dated 03/18/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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 along with marked-up drawings and installation diagram of an outswing PVC French door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-7370, dated 05/23/13,signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under previous NOA No. 13-0815.03) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an outswing Rigid PVC French door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7371,dated 05/25/13,signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under previous NOA No.13-081S.03) 3. 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 alohg with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated 05/25/13,signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under previous NOA No.13-081S.03) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a Rigid PVC -fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7339,dated 05/23/13,signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under previous NOA No. 13-081S.03) .. ... .. . . . .. Manuel PerA71 P.E. Product Contr E miner .•. ':' .•• '': •' .'• NOA No. -0409.03 ••i i • ••• •• • ••i i i Expiration Date: January 23,2019 ••• i •• • •• •• ApprovaI Date: July 02,2015 • E-I • • • • • • • • • • • •• •• • • • •• •• PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC P Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (CIear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors",dated 11106/14,expiring on 09/30/19. 5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their series "VE 2000 Tan 202 and lighter shades (Non-White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors"dated 01/23/14,expiring on 01/23/19. 6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14,expiring on 01/23/19. 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors"dated 12/29/11,expiring on 12/29/16. 8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/ hr.-W-°F, ASTM F 1249 WV fR Pass, ASTM D3985 Oxygen-Pass,ASTM E 2190 I.G.Durability-No Fog-Pass. (Submitted under previous NOA No. 13-0815.03) 9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU- in/ hr.-W--F, ASTM F 1249 WVTR Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability-No Fog,ASTM E 546 Dew Point Development -20°F in 48 hrs. (§ubmitted under previous NOA Nv.13-081 S.03) . . . . . . . . Ito A .. ... .. . . . .. Manuel Pe , Product Control lixamiller 0.: ' ' NOA No.1 .03 . . . . . . . . . *.0 .' . 0.: : : Expiration Date: January 23,2019 .. : �. �. .. . Approval Date: July 02,2015 E-2 . . . . . . . . . . . .. .. . . . .. .. PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(Cow um) 10. Vision Extrusions,Ltd.Parts complying with PVC-AAMA 303-13. (Submitted under previous NOA No. 13-0815.03) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under previous NOA No.13-0815.03) F. STATEMENTS 1. Statement letter of conformance to and of complying with FBC 51b Edition (2014), dated 03/30/15,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E. 2. Statement letter of no financial interest and of independent, issued by manufacture, dated 03/30/15,signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338 and FTL-7339,all issued by Fenestration Testing Laboratory,Inc.,dated 05/23/13 and 05/25/13,all signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under previous NOA No. 13-0815.03) G. OTHERS 1. Notice of Acceptance No. 13-0815.03, issued to PGT Industries, Inc. for their Series "FD-555 Vinyl" Outswing VE 2000 Tan 202 lighter shades (Non-White and White) Rigid Cellular PVC Door w/ Sidelites and w/ Transoms - L.M.I., approved on 01/23/14 and expiring on 01/23/19. .. ... . . . . . .. . .. . . . . ... . Manuel Perez,P.E. Product Control Examiner . NOA No.15-0409.03 .. . . . . . .. . Expiration Date: January 23,2019 090 :0 000 0.0 ..0_ so: Approval Date: July 02,2015 E-3 . . . . . . . . . . . •• •• 00 . •• .. ... . . . ... . . DESIGN PRESSURE RATING IMPACT RATING GENERAL NOTES'SERIES FD-5555, VARIES, RATED FOR LARGE&SMALL IMPACT-RESISTANT VINYL REINFORCED OUTSWING SEE SHEETS4&5 MISSILE IMPACT RESISTANCE FRENCH DOOR&SIDE1.1 I W I RANSOM SLT/TR 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE TABLE 1: Min.Edge -min. FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE TONE(HVHZ). Group Anchor Substrate Distance Embedment I1L7RBVISBD 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. UtIgIpU(ed CMU,(ASTM C 90) V 1-1/4° complylno wbhrhe Plaid A 3118°Elco Ulbaoon 2.1!2" 14W "I�"s�0 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY Ungrou(ed CMU,(ASTM C90) N APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN p,T.Southern Pine(SO=0.55) 1/2° 1.318° Dato PINE,ASTM OW CrONCQEIE MASONRY UNITS(CMU-811 OF NORMAL WEIGHT AND OF COMPRESSIVE #10 Steer SMS(G5) Nu n1num 8083,•1.6" 5/18" 0.083° STRENGTH OF WN.'�9I1CC�$ij jW0 CONCRETE WITH MIN.KSI PER ANCHOR TYPE, #10 410 S.S.SMS Steel,A38' 6118" 0.083" )Ptatlna er ••4tNbWONRY ANCHORS MAY BE USEDMNTO WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD #1D 1(1.8 S.S.SMS Steel Stud,A853 Gr.W 5110° 0.083° a A)UPDATED ANCH ABLE, BUCK LESS THAN 1-V2°TRICK ARE T06E CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS B P.T.SOLdh811L PIRG(SO=0.65) 112 1318° CHANGED SERIES 9-JR-03/18!18 ��tt��QPTIONAL IR QtdIA181 TALLED IRECTLY 0 SUBSTRATE.WOOD SUCKS DEPICTED AS 2X •_/EtE�1=1/2'THICK OR GRFA R.1X 2 Bi�u 1 WHEN USED)SHALL BE DESIGNED TO Mir Eloo Ultrecon Gmded CMU,(ASTM C90) 2-112° 2-114' m PROPERLY TRANSFW LOADS TO TH� 71FIC .WOOD BUCK DESIGN AND INSTALLATION IS Concrete(min.2.85 keQ 1" 13/8° rc THE RESPONSIBILITY OF THE ENGIN R 0 iTECT OF RECORD. •00•••• • •• •• •• 114°Eloo Ultraoon Ung[outed CMU (ASTM C90 2-112° 1-1/4° 6)1F SILL IS-."T*SU8911 RATE.GROUT It NOT REWIRED.IF USED,NON-SHRINK, P.T.South9m Pine(SO=0.55) •tgIOpR fiETALLIC ORbU'AArr 3.4 KSI MIN!PERIIC1107,(DONE BY OTHERS}MAX f/4'SHIM #12 Steel SMS(G5} Aluminum,8063-T5' 3rS° 0.071° Q oFOR GRIiE ICH MUST FULLY SUP? T THE ENTIRE LENGTH OF THE SILL THAT IS NOT #12 410 S.S.SMS Steel,A38- (V 318° 0.071" co "ea TO THE ANDTRA�SSNE LOAD TO SUBSTRATE•iF SUBSTRATE IS WDOD• #1218$S.S.SMS 300 FELT PAPELU�13 REW��P$_$�� EN THE GROUT AND WOOD SUBSTRATE,ORAS Steel Stud,A853 Or.33" 318° 0.071"(14 Oa) O 04P$WVED BY A ITY HAVING JURFs ON,COMPLYING WITH THE FSC. P.T.Southam Pine(SG=0.65) 1° 1318° O In •••••• p uj 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCOO.USE 1W Eloo Ultracon Grouted CMU,(ASTM C90) 2-112° 1.1/4° (�7 N N ',� 0**AMS OF SSFFICISW LENGTH TOADit Y&THE EMBEDMENT SHOWN ON TABLE 1,THIS C Concrete(min.2.85 kelj 1° 1318° J tai '� d SHEET.NARROLR d1LANT 13 USED ALL FOUR CORNERS OF THE FRAME.EXTERIOR �INSTALLATIONAN�SHWLD� Or RALLgEgLINGtFIASMNG STRATEGY FOR Concrete(min.3.35ksq 1° 1314° Z C-iIn LL +, SW RESIST 1NSTALLATIOT1�BONE BY OTHERS AND IS BEYOND THE SCOPE 114°EI00 410 S.S.CreteFlax U routed CMU, ASTM C-W 2-112° 1-114° W '8F3tTEse NST®N� .• U c_3 x N ,oN •000 P.T.Southern Pine(8G=0.65) 1" 1318° F ro O C We 7)MAX.114-SHIMS ARE REWIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT 1/4°Elco 18.8 S.S.Aggr&Galor Concrete(min.3.27 keq 1-112° 1.318° n x 1, N FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS•W000 UrIgI0Ut8d CMU (ASS C-90 4 1-114 0 *' BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY <2 0_Z 0 LL THE DOOR,SIDELITE OR TRANSOM- 1Llilraoon Concrete(min.2.85 keq 2-1/7 1-w Z O UQIQE�100410 .S.CreteFlex Concrete(min 3.35 ksl) 211T 1314° zd 8)DESIGN PRESSURES: D: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND $BEYOND THEMET SUBSTRATE?GLASS PER ASTM E1300.e.POSITIVE DESIGN LOADS BASED ON WATER TEST PRE93URE,STRUCTURAL TEST PRESSURE, xFRAME ANALYSIS AND GLASS PER ASTM E1300. TABLE 2: c,9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS �e Wh8re aWCORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.113%STRESS INCREASE HAS NOT pescrlption UltedCIT.#BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR1 1-3118"Lem!.IG 118°T-11118"At,-V8°An-.080PVB-118 AD Do, LL THE EVALUATION OF ANCHORS INTO WOOD•ANCHORS THAT COME INTO CONTACT WITH OTHER 2 13!18'L.amt IG 18"T-518 Air-118'An-.990"PVB-118'AnjDISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE O(INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE. 3 13118'Lam!.L 'T-&18Atr-3118"An-.090SO.10}ALL RIGID PVC AND RIGID CELLULAR CPVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS 4 1.3118 t.arM.IG(3118 T-112Aar-311 a An-.090St3-3118 AnTransom BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 5 1-3118 L.m7d.IG(118 T-9118 Air-3118 An-.090-PVB-3118°An 1 (SLTITR) \�L f L 1 I I I I 1 rl 8 1.3118'Leml.IG(3/18T-112 AIr-3118°An-.098PVB-31-- ��� vYNN 11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA pn/g=POLYVINYL BUTACITE � CNV,........ BUILDING CODE. a�`t`,.•'�LCENSF'••F'P SG=SENTRYGLAS40 INTERLAYER ' SEE TABLE 11 FOR SPACER INFORMATION GE E TO SHEETS: Q •.•,Y 12)REFERENCES: GENERAL NOTES_........_.............1 "a N0.58705 TEST REPORTS:FTL-7338&7371 ELEVATIONS._..............................2 _ _ NOON -ELCO.ULTRACON NOP;ELCO CRETEFLEX N(A:EL.CO AGGRE-GATOR NOA; GLAZING DETAILS..........................3 1/ _ VISION EXTRUSIONS,LTD.WHITE RIOID,VE 1000 TAN 202(NON-WHITE)RIGID&BROWN-COATED DESIGN PRESSURES.....................4-5 ; b' 10 t5, Lll .(PANTED OR LAMINATED)RIGID PVC NOAS,VISION FX'TRUSIONS LTD.WHITE&VE 2000 TAN SIDELITE/TRANSOM ANCHORS,.,.4.6 (NON-WHTTE}RIGID CELLULAR PVC NOAS.ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM INSTALLATION.......................-.......7.9 C� A ,•' �~ ALUMINUM DESIGN MANUAL. EXTRUSION PROFILES............._10 ��pT�''• FLCRIO�;•'•�C)� 131 THE SMS SERIES IS ALSO KNOWN AS THE S55 SERIES. PARTS LIST..._ ......................-f t-12 CORNER DETAILSLS........_......-........11 14)INTERLAYFRS MAY BE MANUFACTURED BY E.I.DUPONT DENEMOURS&CO.,INC.OR KURARAY HARDWARE DETAILS..........W.......12 A LYNN MILLER,P.E. P.E.d59705 AMERICA,INC. EXAMPLE CONFIGURATIONS 40' 40' MAX, Wim, 38-310 �+ MAX.1� � ��" � � 78°MAX. � _� TYP. MPAXM.UL4 I 1'MULL -�I���•{�ILL I WIDTH PRODUCTRBVISED eso"01)n8wN6t6aFladda Bui dlag Coda > W- ZMA $& �( DOOR M DadeP • HEIGHT CONFIGS.) / / / / / / / / \ • • \ \ / \ \ a A)NO CHANGES THIS SHEET- • • • • JR•03118/1S • \• •ss••• ••••• 00:\ 000000 U •0••• Osseo* sb • 00000 •s • •000 TYP.DOO • X XX OIX(SHOWN)OR XIO ONO cl) Y Q ••••• (NPE STILES AND WIDE RAILS (NARROW STILES AND WIDE • • ••• SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) Ix d 30.8 FT`MAX. 30.8 FT'MAX •••• • 000. s )SHEET S TAELE 8 RSIZE ANGES FR 8M STABLE B RANGESE SIZE SHEET 6 IZO MAX. •. }N ,d, ales O • •••• • •• HORIZONTAL MULLION I I 0: • • LENGTH �A � d 00000 •00• • • v^wp z� ••*1 4W 40" 78'MAX. -�{�+ MAX. -�{ MAX• U U O ap II TYP. I 88-7f8' 108-1M8' F 2 -+ I 1'MULL(X2) MAX. MAX. �+ 1'MULL 0]Y (- Sma DLO DLO I S 2 d Z N Z k % \ F Li 111' 111' N MAX MAX' 1'MULL D: HEIGHT HEIGHT ``\ OR WIDTH / OR WIDTH 88'MAX. / O Ci FN•, MULLION z 0 oZ \ / LENGTH � � LLO � J � LL •rias--s �� OIXXIO SINGLE O SINGLE O 10(ADDITIONAL MULLED I�YNN�M� M1 \ (WIDESTILES AND WIDE (NARROW3riLESANDNARROW LITESALLOWED) ��`.joN.••""•••.�lF �. RAILS SHOWWHO (MDE WIDE -NSIDEUTES) 1 RAILS SHOWN ON SIDELITES) RAILSSHOWN ON SIDELRES) '� �CENSF •.•Q �� / (W DE STILES AND NARROW 0/0 WITH O/X WITH NOS. RAILS SHOWN ON SIDELITES) HORIZONTAL HORIZONTAL •'•sY r 1)SINGLE DOO 9EJ„ T OR RIG�T_,HBNBED- MULLION MULLION No.58705 2)MULLIONS SHOWN ARE STANDARD 7'FRENCH DOOR MULLIONS PER THIS NOA. ()NIDE STILES AND (.NARROW STILES 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. WIDE RAILS SHOWN AND NARROW ` 4)FRENCH DOOR MULLION IS LIMITED TO 88'IN VERTICAL APPLICATIONS AND 4('IN HORIZONTALAPPUCATIONS. ON SIDELITE R RAILS SHOWN ON �, 6 1611s•;1U 8)NARROW OR WIDE STILES AND RAILS MAY BE MD0=0 WITHIN THE SAME SLT/TR OR MULLED ASSEMBLY 6)ADDITIONAL CONFIGURATIONS USING THE I-FRENCH DOOR MUWONARE POSSIBLE.USE THE ABOVE DRAWINGS A3 TRANSOM T ri-- �'�'C FtOR1DP•''�j��� A REFERENCE FOR SIZE LIMITATIONS. �i ••••• ' A.LYNN MILLER.P.E. P.E968705 DOOR I SIDELITE&TRANSOM GLAZING DETAILS I GLAZING DETAILS 1-3118'NOM. 1.3118'NOM. 1-3/18'NOM. .yyy_���� DUCE REVISED GLASS STACK I GLASS STACK `' _ GLASS STACK 1 7118"LAMINATED a 8!o Florlde GLASS STACK D I GLASS STACKED I � IL_-.- GLASS STACK dft • •• /8"ANNEALED GLASS I 3118'ANNEALED GLASS 3118'ANNEALED GLASS • •e vyV AIRSPAC •• .090•DUPONT 8118'AIRSPACE .OBD'DUPONT SG 112"AIRSPACE .090'DUPONT SG Freduct Co I •0•• • • SUTACITE PVB • • • •••• 11#'E�Eli GLASS • 118'ANNEALED(k.A53 tf8"TEMPERED GLASS 311_1-. ALED GLASS3118'ANNEALED GLASS JR-03118115 ANDES TMILS Ei- 3118°TEMPERED CLASS-, �11L 'o • • • I m 0.000 • 001 14 14 • • • GLASS SITE GIASSBrM Q GLASS BRE 0000• • • o: • 's}-� ' 3 0000• •• `•' l� 4 'Q R (ff11� 0? �a *000: iL,OR 38 39 4( • ' 42 j�OR 38 39 40 42 /� 39 39 40 �� Q t fir' 41 0• \r' 41 \r' 1 42 /}rn w�j� uj 0000• • •• ••• • 41 • • • [] •• 0000 : 0000 8 00000 •••• GLASS�'PE 1 GLASS TYPE 3 GLASS TYPE 4 x�Ll -V. *00000 TYP.WIDE DETAIL,NARROW FRAME SIMILAR DETAIL,WIDE FRAME SIIMIOW FRAME ILLAR. LCZ�7 OD Q 0x0 �> �0 �i 1 Z 0Z y D LLO GLASS STACK 5LAMINATED I GLASS STACK 7118'LAMINATED GLASS STACK M 7118' LAMINATED 118' !"as GLASS STACK GLASS STACK GLASS STACK ® Q /8'ANNEALED GLASS I 3118'ANNEALED GLASS 3f18'ANNEALEDGLASS U 818'AIRSPACE .080'DUPONT 9118'AIRSPACE .080'DUPONT 1/2'AIRSPACE .080"DUPONT Z aws BUTACITE PVE BUTACITE PYB BUTACITE PVB O 13 3118'TEMPERED GLASS,, UB'ANNEALED GLASS I 1fi'TEMPERED GLASS • 3/18"ANNEALED GLASS 3118"TEMPERED GLASS,, 3118"ANNEALED GLASS t Z its 5 LL 14 14 14 eaa •3 aauos ttns• tine• tins" GLASS BRE GLASS BITE GLASS WE \�j 11 1111! v EXTERIOR EXTERIOR Pa;•'•LICENSE'•.F'P EXTERIOR 38 39 40 42 fir' 38 39 40 J �� �L, 36 39 40 No.58705 �r 41 1 �J fit' 41 - 42 41 S E OF GLASS TYPE 2 GLASS TYPE 5 GLASS TYPE$ '.,��S,iS�toR....•����: TYP.NARROW FRAME GLAZING TYP.WIDE FRAME GLAZING ��NAi-t fill A� PVB=POLYVINYL BUTACITE DETAIL,WIDE FRAME SIMILAR. DETAIL,NARROW FRAME SIMILAR A.LYNN MILLER,P.E. SG=SENTRYGLASOINTERLAYER _ PEA 168705 SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION 4.O.C.MIN., (010,01010,ETC.) (XIO 01X XIX,OIXIO,XIOIX,OIXXIO,ETC) SEE TABLE 4, SEE MULLION CLUSTER SEE MULLION CLUSTER 4'MAX. -+{ 4•X I'�'-'-ASTRAGAL THIS SHEET. / �`DETAILBVY ELOW ;�� `��� DETAILB£LO FOR QUANTITY, r A 1 CLUSTER_��SEE TABLE 1. r ATTACH DOORS AND 1 PRODUCTIiBV19ED SHEET 1 FOR SIDELlTEB TO THE 8-1m 8.112" �mDiYlub Iholibrldef MAX. Bap , --- - TYPE MAX. ` MULLION AS PER Buildkl9Codo •� CENTERED I / I -i t I THE INSTRUCTION BETWEEN t, I I I 1 I I I I OF THE INDIVIDUAL I I onD•o l t 1 I I I I CENTERED ANCHORS ENTERED i ,%• •,\, i j I DOOR OR SIDELITE I Y BETWEEN I ; T WMAXA BETWEEN b: MULLION SEE HINGES SEE i VERTICAL LENGTH IN m A)NO CHANGES 7HI ET- •• S II I \`�%• 8 � II ii �`\ %/ i III MAX b JR-0318mNOTE 11 12'O.C. NOTE1VERTICAL A CENTERED APPLICATIONSCENTERED I DESIGN UFE BEiWEl1N .T••• BETWEEN ISEE 4170,0 PSR • • HINGES NOTE 1 'a••••••• E1D SIDELITE SIDELITE SIDELITE DOOR • 10.112H0M . Q •• MAXis •• MAX. ANCHOR REQUIREMENTS ANCHOR REQUNiEMF_NTS Nz �ABa ••••• R511�IENTS •• •• T ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD It ""_ cO ••••• •••••• -�— Asilm—""'"••-.„ MAX. MAX.• XX,(USING ASTRAGAL) s° s• NJ••••• •••• MAX`\`��1'MULLION ``'MULLION d�• • 000000 0000• �� 4'O.C.MIN. 6- 14'O.C.MHN. 4'O.C.MIN. 4• _ 14.O.C.MIN. Z 1L iL � 0000• TABLE 4: e -� -���1 t x _ Tom'£& XX Door.AsiraB•t que0ar Arlohora RegWred � l r SEE TABLE S. U U X N • DOOR D LGN PR�SURE 00000 @ Head&SIB I SEE TABLE 6, l O ••••• aw • ••••• 1 ___ ! THIS SHEET. 1 ___ 1 THIS SHEET, Z mallow 1 Door Width(tM FOR ANCHOR FOR ANCHOR •• +R70.a•� 6faea •• 48 80 72 78 l` SIDE- SIDE QUANTITY,SEE l` SIDE- COORS QUANTITY,SEE O Q J • • • _ 4 9 p LITE LITE i TABLE 1.SHEET LITE / TABLE 1,SHEET r Z O.Z N LL 00000 •••• • • Gu a3 m ('� m L°� m O o �� 1 FOR TYPE f FOR O `� - - aL AB 8: W 145 SD 4 4 4 6 4 8 4 4 AlmhoreRegWmd for a Ved(cal Mullion(seen muHbn end} FOR•OnOQO' 4D O K 88 4 6 4 8 4 8 6 4 Door orSOMI&I'aaris m WWII do) AND SIMILAR CLSS U7 12 2A 32 38371 40 CONFIGURATIONS U fUA) FZZZ• It�3 ct�� CONTAINING A FS ..-_..�-- --"... MuIDon rb di a m v o m m o m v o DOUBLE DOOR 3 Z w IIIc 'T ANSOM-TO-DOOR QUO)OR TRANSOM-TO-SIDELITE(0/0) `""" H 1 . ONLY HA o U. Z ONLY HALF OF l MULLION ATTACHMENT&INSTALLATION THE FRAME Door W 2 1 2 2 1 3 2 1 WA WA WA _ ~' DOORS, - SLVTR 1 2 1 2 2 1 3 2 1 3 2 1 WIDTH OF DDDR V S Wfl S•A �j`p[p•ES.g.._, 3 2 1 3 3 2 WA WA WA WHEN USING TRANSOMS TO THE ---_ -=---•��••_•--- \'" � T fir~ SLT/Rt 1 2 1 3 2 1 3 3 2 3 3 2 THIS TABLE. aAll '�ssd seueS MULLION AS HER / `,I-�a 1'MULLION �7\\ll 1111!!, OF THE INDIVIDUAL TRANSp1d 1``N� 8' 1 HORIZONTAL 1 DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.SEE TABLE 1•SHEET 1,FOR `��`�`qN�.YNN.lze,�,,�' PRODUCT -'a — 1 I MAX, j MULLION ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH \ �,•'�1G£NSF•'•;FAQ j I APPLICATIONS HINGE LOCATION(RECOMMENDED#10 FLATHEAD SMS OR 3f18'FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). r l 9-112' ALWAYS REWIRE 2)FOR A MULLED UNIT.DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR }r M0.58705 TABLE 7: DOUR Oit � 1 TWO(2)ANCHORS EXAMPLE,ON AN'XIO•CONFIGURATION,THE DP FOR THE DOOR.THE MULLION AND THE SIDELITE MUST EACH BE _ (TYPE A-D)AT EACH DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. R.•- HORIZONTALMULLION SIDELITE - �` i MULLION END. "-O• �j { DESIGN PRESSURE NOTES:) IGLE DOOR MAY BE LEFT OR RIGHT-HANDED. ST O S:•C f: +170.0 PSF 2)MULLIONS SHOWN ARE STANDARD 1'FRENCH DOOR MULLIONS. F<CR10P,.•�\``. 40•MAX MULLION LENGTH IN HORIZONTAL APPLICATIONS. 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOX ��� ss'­***"' IF�rI TRANSOMS WIDER THAN 40'WILL REQUIRE ADDITIONAL THE LOWEST COMPONENT OP IS TO BE THE OVERALL ASSEMBLY OP. ��rrrl 0NN- STRUCTURE OR DADS-APPROVED MULLION BETWEEN 4)FRENCH DOOR MULLION IS LIMITED TO 88'IN VERTICAL APPLICATIONS AND 40•IN HORIZONTAL APPLICATIONS. TRANSOM AND DOORISIDELITE. 6)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITEJTRANSOM OR MULLED ASSEMBLY. A.LYNN MILLER.P.S. 8 P.E.tl 68705 FOR SIZES NOT SHOWN,ROUND P TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. TABLE& BldelltefireaeomDsdgnFromm(+I,pall for Glass Types3&4 SIDELITE/TRANSOMINSTALLATION(0) Long Side(In) 83.3116 68518 68 70 72 76 78 82 84 88 92 98 1 98 J04 108 1 111 24 +/-70 +170 +1-70 +1-70 +/-70 +1-70 +1-70 W-70 4170 +1-70 +/-70 +/•70 +/-70 +170 +/70 +1-70r MAX. 23.1/2.O.C.MAX. 28 +1-70 +/-70 +170 +/-70 +170 +/_70 +1-70 +1-70 +/70 +/-70 +1.70 +/-70 +/-70 +/-70 +/-70 +!70 IF SHORT SIDE IS IF SHORT SIDE IS +170 +1-70 +170 +/-70 +1-70 +/•70 +/-70 +• +1.70 +1-70 +1.70 +/-70 +1-70 *70 0-70 +1-70 4("OR LESS - OVER 11 PRODUCTRMSBD 36 T+/70 70 +/-70 +/70 +170 +170 +170 +170 70 +/70 +170 +170 +170 +1-70 +1.70 +170 +1-70 - --- ---- a+complytng dw,�o +/-70 +/-70 +/-70 +/-7o +170 +/-70 +1-70 +!•70 +170 +/-70 +170 +/-70 +/-70 +/-70 +1-70 +1-70 BundIa8 Code ASN 40 +/70 +1-70 +1-70 +/--70 +170 +1-70 +/-70 +/_70 +/-70 +170 +1-70 +/--70 +/-70 +/-70 +1-70 +1-70 - I 1 SEE TABLE 10, Er imtion Date 42 +170 +/•70 +1.70 +1-70 +170 +/70 +1-70 +1-70 +1-70 +/_70 41.70 +170 +1�.8 +148.5 28'O.C.MAX.I I I I SHEET 8 FOR By It IF LONG SIDE ISI I I I ANCHOR 4i Dade Prodact. mnt to 44 +1-70 +/--70 +1-70 +/-70 +/70 +/-70 +1.70 +170 +170 +/-89.8 +/-65.8 +/$7,7 +1-67.3 I I I I 40'OR LESS I I I QUANTITY,SEE 46 +J70 +/-70 +170 +170 +140 +/_70 +f-70 +/�,q +i$8 7 +/$7.8 +/86 b M$6.8 t I TABLE 1 SHEET i j j FORANCHOR ¢A)CORRECTEDTABLE DIM.- y 48 +1-70 +170 +/70 +170 +/-70 +1.89.8 +149.1 +/.87.8 +/$7 +/$8.8 +/$4.7 I t I I TYPE. JR-Q3118116 150 +/- / 0 +1-70 +1-70 +/-70 +/58,4 t/-67.8 +/.68 t/$6.4 +884.1 I I m 62 Hdq +171 +1.70 +/•70 +1$9.1 +147.1 +1.68.2 +/-64,8 +1$3,9 • • +/-70 +-70 +/•70. ;/ .2. +1-68 +1-W 9 +J.% +/-63.4 98 +1.70 +176 +1-0.7 +/-6&3 +1$7.1 +!$4.9 +1-63.9 23.1/2'O.C.MAX. i 1F LONG SIDE IS +/-a +1-76 +1$8• +1$7.8• OVER 40' I I I • •80 Hill +!70 +/$9.8 +!88. -11 ICO" +!$8.8 I �'12--MAX(LONG SIDE) a 62 +170 +/-W.2 +1.88 +/•88.8 S"MAX. -------------- j-11 -- • Ii�H19 +169.1 !•88.8 • ••• (SHORT SIDE) )-N N ata0 O0.' Jig ••••• •• • 0000 (WIDE STILES AND WIDE N -� • • • • • RAILS SHOWN ON SIDELITES) 0 p B • • •• •••• Z� '04 t? $ sats 2 ••••• W "- • • • ••.••• W O TABLE 8: )-w • • • s SIdelltalTrenaom Design Pressure,pal Por Glass Typee 8 8 8 c Goes 28.O.C.MAX 23112°O.C.MAX c> O O • • • • Lag Side(n) IFS SIDE IS IF SHORT SIDE IS Z 4.Z 00000 63.3116 14816/8 68 70 • 72 78 78 82 84 88 92 98 Be 104 108 111 40 OR LESS OVER 40" zO 24 +/-0• #11-7 +170 +1-70 +1-70 +170 +/-70 +/70 +/-70 +/70 +/70 +170 +/-70 +/-70 +170 +/70 ---- ---- ---- a `O 28 +1-70 +170 +1.70 +/•70 +1•70 +/-70 +/-70 +170 +1-70 +1-70 +i70 +170 +170 +170 +/-70 +170 a N -------------- 32 --- ---- Issas 32 +1-70 +1-70 +1-70 +170 +170 31.70 +/-70 +/-70 +1-70 +/-70 +170 +170 +170 +/-70 +1-70 +/-70 ( ® Q 38 +1-70 +170 +1-70 +170 +140 +170 +170 41-M +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 t I I I SEE TABLE R V�1 28.O.C.MAX. I I I I SHEET 8 FOR = 38314 +1-70 +/-70 +/-70 +/70 +1-70 +1.70 +170 +1-70 +170 +!$9.9 +188 +148.3 +1$7.9 {F LONG SIDE IS I i ANCHOR V Z 40 +170 +170 +/-70 +/-70 +170 +1-70 +170 +MB 469.3 +/$8.3 +/$7.4 +/-66.7 +1.88.3 '�OR LESS I I I 1 QUANTITY,SEE LU a '7'i i I i TABLE 1,SHEET 1 O �Y z 42 +/-70 +/-70 +140 +170 +1-70 +/-%.S +/$8 8 H$7.8 +/$7 +188 +685,1 T I I I FOR ANCHOR 44 +1-70 +/-70 +1-70 +170 +1$9.1 44-67.6 +!$8.8 +1-65.6 +145 +/$4 i i i TYPE. Z N 46 +1-70 +/-70 +/$9.4 +/$34 +/-67.4 +/$5.8 +/$5.1 +1$3.8 +1$3.2 48 +170 +!•88.8 +!•68 +666.9 +/$B +1.64.3 +/-MS +/-622 i i i 5 O 23.112'O.C.MAX. I I I 1 aA1 '�W cavag y 50 +1$9.9 +/$/.8 +/•66.8 +/$5.7 +164.7 +/$2.9 +1$21 IF LONG SIDE IS+141.7 OVER 40" 1 1 I I 54 +168.3 +1$5.7 +1-64.8 +163.6 +1$28 i J� `\�,"'o 4YNN'4f/(����i�i ----------- --- 12'MAX(LONG SIDE) �� �`T,. •..F i 58 +/$7.7 +1-65 +1-64.1 +6 828 �a 1�cENsF .� 58 +1$7.3 0•84.5 +1435 S'MAX _I -------------- - �' •tom �� 60 +667 (SHORT SIDE) 'I /T: No.53705 tK- (NARROW OSWso�� 6378 +1$8.8 RAILSONo -•'OA, 6 .I Luz NOTES: OfVAI.. 1)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITWRANSOM OR MULLED ASSEMBLY. 7 f I I t J t I I I t 1%`` 2)SIDELITEITRANSOM MAY BE A SINGLE,STAND-ALONE UNIT. A LYNN i l l ER.P.E. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. PES68705 �i:.r�000�■000ios�0000r:�000©000000000000000 . .s.r.�.� , . ©©000000000000000®0000000000000©© �`I1�',. .!�� _ Qo�0000000000000000000©0000000©©0000 ©©00000000000000000000000000000©© ©�00000000000000000000000■ri�0000©000 ©©DDDDODODODDODDOODDODODDDOOOOD©© � - •IK :. . O�00000000©v©■v00000000©0000000©0000 ��000000000000000000000©©0000000000 ©©00000000000000000000000000000©© O�00000000000000000©000©0©00�■�■000�■0 ©©00000000000000000000000000©���� p �i�00000000000000000©vv©00000000���■� �, ©©©©000000000000000000000©��■■����� I O0000©v©0000000000000000000������� a�©000000000000000000000©��������� gm . - �¢���000©000000000©vvo©v©000�■�������� . . ��aQ��a©0000000000000000©�■�■������■��� • �■���a�a000000000000000©00�����■������ = �f r ���■©na00000000®000000©■���■���������� _ �:.�©oma■o�000■voo�■��������■��■���������■��� t, . a , EMBEDME'IT - 1/4' INSTALLATION T- mutt 23 OPTION 1 INSTALLATION ANCHORS EDGE 18 INTO 2X DISTANCE 13 67 TYP.ANCHOR T 1 R�Indo theFtorldo REVISED EMBEONIENTAND AND EDGE DISTANCE PER 71 33 33 agepuuCodd • SUBSTRATE,SEE D Z TABLE 1,SHEET 1. BY do 1 ANCHOR PER HINGE TO BE SUBSTRATE.MRO tl 0 ® p A)NO CHANGES THIS SHEET- FLATHEAD SMS,SEE JR-03118/16 TABLE 1,SHEET 1. 726 EXTERIOR 14 16 853 8 47 48 28 � 70 DETAILI 19 2X WOOD FRAMINSUCKSG, EE ALSO SEE BELOWcq EXTERIOR Q NOTE 2.THIS SHEET V DETAIL n13 TYP.ANCHOR TYPE,EMBEDMENT p AND EDGE DISTANCE PER }ti st stop Q TYP.ANCHOR TYPE.EMBEDMENT AND SUBSTRATE,SEE TABLE 1.SHEET 1. C7 N N • •• EDGE DISTANCE PER SUBSTRATE,SEE OPPOSINGAVOID INTERFERENCE WITH O j • • • ANCHORBYCH00SWG 19 TYP.ANCHORTYPE, O • 0006 TITLE 1 y4VEET 1. THE CORRECT LENGTH OR TYP.ANCHOR TYPE. EMBEDMENT AND Z L •••• • • STAGGERING LOCATIONS. EMBEDMENT AND EDGE EDGE DISTANCE PER •EMBEDMENT '1t4" • DISTANCE PER SUBSTRATE. 18 SUBSTRATE.SEE U X U) T— MA) 10 SEE TABLE 1,SHEET 1. 23 10 TABLE 1.SHEET 1. Z O 2 'oN •• • • 23 •••• ° • SIyM m O �r.+o EDGE• • DISTANCE • 1 ANCHOR PERABE ••••• • • THROUGH SUBSTRATE. WM . —810 FLATHEAD SMS WITH wall '11V ?/a CATION• •• • • 1 MIN.3 THREADS BE. 52 29 18 =­'.METAL SUBSTRATE. ••QPWION 2 •0 " 41 WSr TION • •. •� ' 71 7 (11j�C�i DIRECTLY' '°• •• —TNT• n`ASONRY. L�IJ� . • � � atmos ••••• • �+° •• � ; a < • LL •• a Z w 2 • • 4 5 ? •••i, 28 44 72 _ 47 48 opl •asap sa.,sg AM ERI 32 EXTERIOR \\\111 I...... • 1•FRENCH DOOR MULLION 18 70 20 1 ANCHOR PER HINGE TO BE THROUGH EXTERIOR �a'��:••y\G[NS �F �� DETAILQA suBSTRATE.MW 3t18'FLATHEAD DETAILQI DETAIL J� F•; f . P ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHEET 1. �'' No.50705 1tc INSTALLATION NOTES: 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ��C''•• S1 ANY SIDE OF THE DOOR,SIDELITEORTRANSOM. '�� ••'•.;ctOR10P.•' \`�� 2)WOOD SUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS 13 LESS THAN 141r.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO %�SS, •••••• `�C��; MASONRY.WOOD BUCKS DEPICTED AS W ARE 1-1W THICK OR GREATER.INSTALLATION TO TH£SUBSTRATE OF WOOD BUCKS TO SE ENGINEERED BY OTHERS OR AS APPROVED SY THE ''�`/ONAI.�• �� AUTHORITY HAVING JURISDICTION. �! t t t I I i w' 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR.SIDEUTE OR TRANSOM. A-LYNN MILLER,P.E. 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. P.fl668T06 TYP.ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE OPTION 4 114' 18 23 DISTANCE PER SUBSTRATE, MAX. 23 10 SEE TABLE 1,SHEET 1. INSTALLATION ANCHORS SHIM DIRECTLY INTO METAL. 1 ANCHOR PER HINGE TO BE EDGE 18 THROUGH SUBSTRATE.MIN. DISTANCE 1 ' 810 FLATHEAD SMS WITH _ I. MIN.3 THREADS BEYOND ODUCrREVISBD DOOR 87 METAL SUBSTRATE. `''"'� VISIBLE LIGHT 33 71 6 I WIDTH(DLO) �7 23 Acoorylylogwllh Flortdtl ding Coda TYP.ANCHOR coepLancallo �' _ TYPE,EMBEDMENT D 19 AND EDGE �tttC ; DISTANCE PER am r*pmdllo 1 f gip SUBSTRATE,SEE TABLE 1,SHEET 1. ¢A)NO CHANGES THIS JR-03!18!16 EXTERIOR 3 31 72 41 m EXTERIOR c v 1'FRENCH DOOR MULUON 70 47 20 28 > DETAILOQ 18 MIAMI-DADEAPPROVED MULLION(SEE SEPERATE NOAL ALUMINUM,STEEL DETAIL FRAMING OR STEEL STUD.SEE SUBSTRATE PROPERTIES. Q; O INSTALLATION OPTION 3 DOOR FRAME WIDTH TABLE 8,7HIS SHEET O h In INSTALLA71ON ANCHORS THROUGH IX BUWTRIB WTO MASONRY. TYP.ANCHOR TYPE,EMBEDMENT AND EDGE TYP.ANCHOR TYPE,EMBEDMENT N DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET AND EDGE DISTANCE PER J "� EMBEDMENT • • • •• 1.AVOID INTERFERENCE WITH OPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1. O �j�! 'T$ TYP. EMBEDMENT Z I ro 2. .• • 18 23 ANCHOR BY CHOOSING THE CORRECT LENGTH •••• � • 0I!4 EMBEDMENT ANO =Uj • M�(, • OR STAGGERING LOCATIONS. - 1!4• U V X ryj EDGE DISTANCE PER MAX, ••••EDGE • • •SFIIM 23 SUBSTRATE,SEE 23 10 SHIM WW $q KF DISTANCE • TABLE 1,SHEET 1. EDGE o • •!• • DISTANCE O O H z n z •••• • • ° 18 ° v p u_ T1��AACHORi •.••• a ••• •, « 1 � � 31 O • •TYPE. •i .•. 000 28 IaeyS E�AaEDMEN :.. ♦ •.,, • 5 33 41 ® a ANP EDGE •:•,• ••• D 0981SITANCE U Z �QS$• PER R•° ••• O .8 111 1 N • SHEET I. •i•1.♦. •• ,. O N LL ••••• yr•• • D o z y •^•• EXTERIOR •• S z CPERANCHO U •s•.• - 3 31 `. �^ 4 EXTERIOR alio •�soq saua5 REQUIREMENT 1X WOODInv J\/L EXTERIOR BUCKSTRIP, SIDELI7E/TRANSOMFRAMEWIOTH �PERANG OR 17 32 SEE NOTE 2, 19 REQUIREMENT om 1111117t1t��J THIS SHEET. DETAIL DETAILL DETAILL OPTION 2 INSTALLATION Y LYNh/ INSTALLATION ANCHORS `10ENgF'•.,F,Q INSTALLATION NOTES: DIRECTLY INTO MASONRY. >Y No.58705 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON — ' ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. O • 6 f<6 tC jrz 2)WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO ' I '✓ •' w MASONRY.WOOD BUCKS DEPICTED AS Mr ARE 1.12'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE '%O:k\ S \��: AUTHORITY HAVING JURISDICTION. (�` ••.�CRIOP.• G\;� 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR SIDELITE OR TRANSOM. / ••• �� 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR StDELIYE,TRANSOM OR MULLION APPLES TO THE WHOLE SYSTEM. '� .ONJO' i`�E. l�.N'MN,l411,LEk,P.E. P.E.0 587% INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X 13UCKSTRIP INTO MASONRY. _i EDGE 1X SUCKSTRiP INTO 2X WOOD. EDGE DISTANCE DISTANCE a 2X WOOD '- n CONCRETE13UCKSTRIP q i} 32 16 PER ANCHOR r •: . ° OR FRAMING, �../ �ZZJJJ REQUIREMENT - ti EMBEDMENT SEE NOTE 2,,_...�•�"'�`�. EMBEDMENT 1 °. —f- THIS SHEET 1 PRODUCTREVISED 23 1X WCOD 1X WOOD BUCKSTRIP,SEE Bal—plldhq;Iyinngode dw FioHoa 23 NOTES 2�,KTH S SHEET.TRIP,SEE NOTE 2,THIS SHEET. Aacepllwm No ~ 1!4'MAX SHIM 1/4•MAX SHIM Bxptrmioo Dalo e 17 18 26 °* NI on 10 1-` 1 23 QA)NOCHANGES SHEET- 18fr TYP.ANCHOR TYP.ANCHOR JR-03118/16 18 1 TYPE,EMBEDMENT TYPE,EMBEDMENT m I AND EDGE I AND EDGE TYP.ANCHOR TYPE, I I 29 DISTANCE PER DISTANCE PER v 11 SUBSTRATE-SEE SUBSTRATE,SEE a; EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE FLUSHBOLT TABLE t,SHEET 1. 31 TABLE 1.SHEET 1. i 1 SEE TABLE 1,SHEET 1.AVOID I DETAIL,SHEET 12 Q INTERFERENCE WITH 1 1 M OPPOSING ANCHOR BY I 1 8 M •°ea CHOOSING THE CORRECT II 3 % ?: LENGTH OR STAGGERING 1 1 0 LOCATIONS. DETAILQI 6 } v e p '- N D EXTE 6 33 DETAIL(k) p •••i ••• • • ZLL tai —43 g 0000• • • P LILT X Do**: • • • � SI TRANSOM 1 ILI m O a • • 1 DOOR 14 16 WINDOW TFRAME Fn- Y P FC • • ••••• 04 VISIBLE LIGHT VISIBLE LIGHT HEIGHT Z d Z Cn - •••• • ••DEWLQH HEIGHT(DLO) HEIGHT(OLO) Z 11• 0000• • • 0000•• I Q W • Q DOOR a 4� ••i•i • • 0000 FRAME • Ir • • • • 33 ® 18B'� • •• 0 000 HEIGHT 11-- • • 0000•• p M Z sees: • EXTERIOR Z OZ INSTALLATION NO=ES: G7 awes •T•7T •• •i•••• :*USE ONLY SUB&&*W ROPRIAT%ANCF*WLISTEDON EXTERIOR j DETAIL1 DEfAILQ O LL ABLE 1,SHUT 1.FOLLOW EMBEOMENFAN•EDGRDISTANCE I 1 4� •yAf4WY INSTAL14ANOMPTION 9HOWR MAY BIVUSED ON < 1 1 Z l y f5 ANY SIDE OF THESOOR,SIDKrTE OR TRANSOM. I INSTALLATION TYP.ANCHOR Z LL •••• I 1 OPTION 2 TYPE,EMBEDMENT Flu •,seo eaves 2)WOOD BUCKS DEPICTED ON THIS SHEET AS'0C,ARE .IpAGE L. BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-IM.1X INSTALLATION J•- INSTALLATION AND E PER 11 ANCHORS DIRECTLY SUBSTRATE,SEE DIRECTLY TO MASONRYBUCKS ME .WOOD BUCKS DENAL IF UNIT CAN PE INSTALLED ICTED AS RX"ARE OPTION 1 I I 22 23 Typ,ANChIIJR INTO MASONRY. TABLE 1,SHEET 1. o LYNN Mi INSTALLATION ANCHORS TYPE,EMBEDMENT ��\����•'\CC-NS •to 1-112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE AND EbOE '1!4'MAX.SHIM OR \' F OF WOOD BUCKS 70 BE ENGINEERED BY OTHERS OR AS INTO 2X WOOD• 24 I DISTANCE PER 1 APPROVED BY THE AUTHORITY HAVING JURISDICTION. 11"C: r _ 3.4 KSI NON.SHRINK, SUBSTRA7E,9EE 23 - No.58705 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER 2 ■ TABLE 1,SHEET 1. NGRROOI-FULL SHALL BE OF A Sim TO PROVIDE FULL SUPPORT To THE A LENGTH FRAME OF THE DOOR,SIDELITE OR TRANSOM. FULL LENGTH 114'MAX.SHI �j {f t1/� I 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR. ° ,' f()'•, S7�E T SIDELITE,TRANSOMORMULLIONAPPLIE$TOTHEWHOLE '� , , '� '••!OCORIOP.•'• \��� SYSTEM. 2X WOOD BUCKS' EMBEDMENT CONCRETE PER '• t EMBEDMENT ;�s .....•• �C9: OR FRAMING,SEE ANCHOR ONA�• , NOTE 2,THIS SHEET REQUIREMENT ti 7 t I I 1 1 11 EDGE DISTANCE --f r te{ EDGE DISTANCE A LYNN MILLER,P.E. REA 705 4,51W r 4.92Y �— 229,• —"'� bBY 3.925' y 1.457' 076' •�' .ors �{ �I 0 H 1.750° DUCTRBYI3BD 1.000' ��f� ❑ 1.376' ' �mP17m8 dw Rod M . oEna '— 'Q O #DELT, ADAPTER utlding [_JI{/CT•fJQ4 4' #20003,Riad PVC �T an �."L C L&811LE 0#2000Q R gi e ular PVC O#20001,Rigid PVC 0#20002,Rig E SILL PANEL ICallular VC MTEladita Q 18Y ' _� 1 A)NOCHANGES 7HIS FET- E � JR-03/18M6 • ..90Y 2.489° -M-. ,1 1.097 41 • •• •• • •• r' 1.800" �{ � 2.148' --►{ M. •394' u ••••• • • • • Ms M � •• .080" 3AWO 0••0 .100' 4.681` 3.518' • t�f ••••• • •• •• •• • • • • .080` .080• 3.918' 3.518" 3.518' M R • J � ••••• • • •••• �J �J �B • • • • • z{LL LL. "0ja 2 • � 1.076' •••• xw vi HINGE STILE I C •••••I 'j J I C�MENT.0:0 ..• 1.076' —+••I 1.076 ,.000' o Y r F •• \J #Zr♦JS7ax083-T8 • •�TOP&BOTTOM RAIL PANEL STILE ACTIVE INACTIVE 1"FRENCH `'Z a Z o u. •••• •••• •••`s/ REINFORCEMENT REINFORCEMENT O ASTRAGAL O ASTRAGAL 10 DOOR MULLION zd C 2•gg� � #20014,6083-T6 #20015,8083-T8 (D420016,600-TO #20017,8063-T8 #200223 8W3-T6 � 0 •• • —1'r�II 1 140' 1 140' 1.258' ® QQ HE �-F-- �`--1-- M1.469° �}-, .075' � .080' u !n 1.368' .OBY .281° 281" 1 8�1� �.343' .37b° .773"F�— 097' z'7}� I Z 060 1 .080' .070 .840. 4 TFC' ,.828' O INACTIVE BEVELED OGEE FRAME SC� ADD-ON 1'MULLION ACTIVE UL 13 ASTRAGAL COVER 14 BEAD 15 sF�o 16 COVER 17 FIN/FLANGE 18 CAP 19 ASTRAGAL COVER z d #20004,Rigid VC #20005,Rigid VC 020006,Rigid PVC #20007,Rigid PVC #20008,Rigid VC 20008,Rigid PVC #20011,Rigid PVC 5 LL e011 •ase0 6eS J111111 —.I►III .935' 2285• t.otr r-- 1IlI.- 1.825• `�.�`�QAx 1.YNAM�4f,/, -}►{.83Y .540'{•x— 11 0.126' I .LI ���'�10ENSF'•.e,�,p�� • �� 388 ice) .723' N0.58705 `t _ .200' SINGLE DOOR ANCHOR THRESHOLD HINGE TRIM srA$ '�4�= 20 ASTRAGAL COVE .POI! R 22 SILL CAP 23 PLATE 24 CAP 25 DRIP CAP 26 COVER =0T` #20012,Rigid PVC #19008,Rigid PVC #19031,8Q63 T8 #20020,6083-T6 #?0021,6063-T8 920023,Rigid PVC ;�`s`S•.toRlo0..•`�G��; Aljilt A.LYNN MUER,P.E. ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS,LTD. P.E.9 68705 TABLE 11: 0 PGTPartO Description Material 23 DOOR HEAD 62 91 rereom rams ce r DOOR PANEL HEAD 2 20001 Door From Bill yd PVC 3 20002 Panel Bills 8 Raft Cellular PVC 1 o S 18 4 20009 Bldeme Adapter Ripld PVC 3 8 20013 a stye ReNbrcement .,8�3-TO s O 20014 Parol RYI RelMorce Alum.,6083.78 1 T 20D15 Panel Stlle Relnbmmnmd Alum.,6003-T8 8 20018 AotheAsbagai PVC I 28 RODUCTREVISED 20017 Ma;the Astragal Id PVC 1 as eomptylag wldr tLvFlmida 10 20D 1'Fresh Door Mullion Alum.,6083.18 34 4 Nding coda012 hl 13 20004 [moths Covin tOgW ♦�e°DatA� 14 20008 1.1116•Bowl Bead FO Id Pvc .L 18 20006 1.1 1 Bead Rigid PVC 3 BY 18 20007 SoreW Cover PVC v-' o dN Coatt 17 20008 Add-on FWFI a Rgld PVC 8 18 20008 1' union cup Rigid PVC � ;A)ADDED038-JR-03/18H6 19 20011 Astra 1 Corer 16gtd PVC DOOR 3 0; 20 20012 Girdle Door Ast E!Cover Po d PVC JAMB m 22 20018 8 8o gid PVC 23 8031 um.,8083.18 u Th AOon.,6083.18 I 1 Ddp Cap RWd PVC ZB 20023 iR1•Garr T6gid PVC 35 •• Fin y 4 187113 Freme eathare .� c) CO nay 3 714FPT410XW From o-vw stab screw. - Ph Fli,18.826'O.C. Slawesa Steel DOOR PANEL e $ 101X F o ill tab Screw.#1P ilV%@FH,26.O.C. stainless Steel 7C ' HINGE STILE t] 1p vOi 33 78X1FPT410 Rstnbnem 101001ON:087M•PhiH,1117 0.Q stainless steel I - 1� n e7a0 ARPAX Frak A Stainless stow NN O w. DOOR PANEL 35 4 T41 WYf.SIM Aeaemirly Screw: 1 1-1!Y Ph.FH -Re—Irdessswd O M a 3 712.28 NA"MILAssliablie So -i•Ph FH Stainless Steal i LOCK STILE ® O_j 9B )d soar • Z LL � � 40 sce,•• =w 4111889 SuperSpe,FoM GOIII 1111908sleterd U_ UJ X— 41 720029 sato Bock,(Oumr a/- EPDM r Z 00 O y Q emm or 80bone INSTALLATION O O 6HLS140 Hot R Butyl • • • ANCHOR .—Z G.Z C g O 7►f:9l�Fierdwara BOfA►•wilb 12,Sheet 12 • • ffp00 90 20033 Ae Cep Acetal 71 O 91 20036 Ao l Cap Acetal INTERIOR a w ALL RIGID PVC AND RIGID CELLULAR PVC BY VISION l7O'RUSIONS.LTO. ANCHOR O.C.DIMENSIONS SHOWN AS MAXIMUM. j 33 Z p ewes ° DOOR T+LL w JAMB 22 29 z zdp d DAYI.ITE OPENING(DLO)SITES 3 / 5 U LL e)y •seep seues WHEN USING PART 0 3:(WIDE RAILS OR STILES) 24 2 \ r X DOOR FRAME HEIGHT.12.1=DLO HEIGHT \\ xx OOR FRAME HEIGHT)-12A-D©HEIGHT f � NM iXX DOOR FRAME WIDTH/2)•11.5=DLO WIDTH JAMB W/NARROW Q• SLT/TR FRAME HEIGHT.12.1=DLO HEIGHT ' FRAME -Z'j(r ��• SLT/TR FRAME WIDTH-12.1=DLO WIDTH �T��1� NO.58705 WHEN USING PART 9 4:(NARROW RAILS OR STILES) T__.. 8 SLT/TRFRAME HEIGHT-4A=DLO HEIGHT ISILL ^'[l ,, SLT/TR FRAME WIDTH-4.9=DLO WIDTH L '6 f)� TE SIDELITEITRANSOM ,S/ �t 1 34 31 SILL WMIDE FRAME �rrr dNA1% 1 (HEAD SIMILAR) A.LYNN MILLER P.E. P.12458705 HARDWARE DETAILS&LOCATIONS 52,65 �•� N,62,13 70-73 52,50. •ROPIrCTRBYI9[iD wPIYW with ft Fledde _++gCott G.. /LT[j/EQUALLY.SPACED 47.49 A)NO CHANGES THIS JR-03118116 ipUALttY-0000 • • • OO • • • --_s 0000 • \ /0000• • • • o `1 Q *0 Y 0000• • • •• • 44• • BOUALIlr- • • MAX. \ / >-ti d' 0+00 ui 0000• •SAMED •••••• 8 0000• •s I • 0000 \ \; / 0 §to* re • • • • • � � Z>L �LL • • 0000 •i-� ••••• MAX. I.\ UZ )(� ..... . -t�-�-�— • 70.73 ! 70.73 0 Y f. • • • O DWI O gj y 00 V •• °• "X;C�hfF�GURATION "XX"CONFIGURATION \ 61 z a z �. LL 0000• 0000 • • i O • • SEE DETAIL, TABLE 12: •••• TOP LOCK Q'SIMILAR p leovs # PGT Part# Description Material � ® 8 47 7 T 0 OO ess steel HINGE DETAIL: 13 taknr� 46 566032702 P300D 3-PT Rhino Lock(over 6'8e),Ames Imi. Stainless Steel i U w 49 71032XlFPFX Rhino Look Screw 1032 X 1"Phil.FH Stainless Steel W 0 ergs 52 20027 A ustable Strike Plate Assembly,Ames Inc. Stainless Steel O O o Z- 63 63 20028 Center Strike Plate Aaembty,Amabwy Inc. Stainless Steel O 64 78101X Strike Plate Screw, :#10 X 1"Phll.FH 4108.6. w LL 55 78Xl2PFHUX Strike Plate Screw,Q09:#8 X//2e Phil.FH 410 S.S. o D S p 60 7891202 IF Bolt I O sr+u 61 78 03725 Flush Bolt Rod QOQ 4• 62 420034 Flush Boh Gulde(X>qLYNN 63 78=12FP)F Hush Boit Guide Screw.832 X 112°PHI.FH ��� UN'.. .... 64 460#N Guide Pin(AQ 55 78035 Flush Bolt Strike Plate Ams trtc. stainless Stesl 66 7832X12FPXQ Flush Boit Strike Plate Screw,ON:98 X3/4e Phil.FH 410 S.S. �t 0 9116• A�71 varies Dumm H dle/Lew 4• BEYOND PANEL I i -'G% 6�{S L 7020ries wills 67 is026 Bull Filrtge,Amafwry Inc. Stsirtlas Steel 70 .'�U', 1 TE P ;\��`; 71 032X1FPFX Hinge,Slab Screw#1032 X 1°Phll FH Stalnlas Steel O FLUSH BOLT DETAIL: t�•.•FLDRkOP.•\�q 72 7SI01X Hinge,Frame Screw.#10 X 11 Phil.FH StaWea Steel �''��`S'!C)NAL��'. 4 A.LYNN MILLER,P.E. P.EA 69706 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miRmidadL.gov/cconomi PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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 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. 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 C e g elocity Hurricane Zone.- -------_ __� DESCRIPTION:Series"SH-500 Vinyl" White PVC Single Hung Window—L.M.I. NT: Drawing No. 5191-1, titled "Vin I Sin a arge Missile Impact", sheets 1 through 11 of 11, dated 08 07/08, with revision D dated 06/01/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami--Dade County Product Control Section i� ce number and expiration date by the Miami— adb minty Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LING: Each unit shall bear a permanent label with the manufa s name or logo, city, state, model/series, an uct 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 o€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 availab6 fom•inspeotiortat ihe4ob4te at the request of the Building Official. This NOA revises NOA#1340•09.01 pn*icon*lis*ts tot�ia page 1 and evidence pages E-1 and E-2,as well as approval document mentionedbvp.: 0.: ••• ••• i The submitted documentation was reviewed by Manuel Perez,P.E. • • • • • NOA N0.15-0612.12 . . • . • • . MIAMI DADE COUNTY •• • • •• • • Expiration Data: Apri111,201$ • • • • • • • •• p• • •• • Approval Date: July 23 2015 Page 1 .•• • . • • ... • • • •• •• • • • •• .• PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0820.14) 2. Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile Impact", sheets 1 through 11 of 11,dated 08/07/08,with revision D dated 06/01/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series SH-500 vinyl single hung tilt window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-5710,dated 08/13/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 08-0820.14) 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)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an outswing French door, prepared by Architectural Testing,Inc.,Test Report No.ATI-84576.01-401-47,dated 10/31/08, signed and sealed by Joseph A.Reed,P.E. (Submitted under NOA No. 08-0820.14-For Reference only) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition(2014),dated 06/05/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). .• ... . . . • • .. .. ... .. . . . .. Manuel Per E. • ••• • ••• . • Product Control E iner • • • • • NOA No.15-0612.12 • • • • • • • • • . •; ;• ••• • •; Expiration Date: April 11,2018 •• • • •• Approval Date: July 23 2015 E-1 • • • • • • • • • • ••• • • • ••• • • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products,Inc.,for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/07/13,expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-51h Edition(2014),dated June 1,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 1, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS I. Notice of Acceptance No. 13-1009.05,issued to PGT Industries for their Series "SH-500 Vinyl"White PVC Single Hung Window-L.M.I."approved on 11/14/13 and expiring on 01/08/19. .. ... . . . . . .. . . .. ... .. . . . .. Manuel Per .E. • ••• • ••• • , Product Control Ex finer • • • • • • • • NOA No.15-0612.12 . . . . • . • . . • . • • • ••• • • •; ; ; Expiration Date: April 11,2018 •• • • • •• • Approval Date: July 232015 E-2 ••• • • • ••• • • GENERAL NOTES:LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS NOA DRAWING TABLE OF CONTENTS SHEET 1.GLAZING OPTIONS: GENERAL NOTES....................................1 A.314'LAMI I.G.GLASS COMPRISED OF(1)LITE OF 118"TEMPERED OR ANNEALED GASS,AIRSPACE AND 6118'LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS............................................2 OF(2)LITES OF U8"ANNEALED GLASS WITH AN.090 INTERLAYER OF BI UTACITE fNB BY KURARAY AMERICA,INC. GLAZING DETAILS...................................3 B.718'LAM[I.G.GLASS COMPRISED OF(1)LITE OF 118'TEMPERED OR ANNEALED GLASS,AIRSPACE AND 6118"LAMINATED GLASS WHICH IS COMPRISED GLAZING DETAILS...................................4 OF(2)LITES OF 118"ANNEALED GLASS WITH AN.0901NTERLAYER OF BUTACITE 4'VB BY KURARAY AMERICA,INC. SECTIONS,I.F.FRAME............................5 SECTIONS.BOX FRAME.........................6 2NS:1 AND PROM PARTS LIST......................._....................7 EXTRUSIONS............................................8 DESIGN PRESSURES:+8tib PSF(AL1�111L GLAS TYPES LISTED ) ® ANCHORAGE SPACING,BOX FRAME...9 ANCHORAGE DETAILS,BOX FRAME 110 D G ASTM E 1300. ANCHORAGE DETAILS,I.F.FRAME.......11 S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C.IF A TEMPERED CAP IS USED MAX.DP IS-501+50 PSF. 4.ANCHORAGE:THE 331131A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CURRENT EDITION. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS ABOVE 30 FEET FROM GRADE IN THE HVHZ THE EXTERIOR CAP OF INSULATED GLASS UNITS MUST BE TEMPERED. S.REFERENCES:TEST REPORTS FTL-5710. ANSVAF&PA NDS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL QUANEX BUILDING PRODUCTS,INC.(WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). • • ••• • •• • •••••• •• •• •• ••••• •• •••••• • • PRODUCTRBVISED ••••• • • •••• • mcomplyingwiththeFlaft • • • • t�dlding lode pose • • •• •••• Acmeplence No I � 2.I • • • •••••• imlt Date • • • • • t,•:trcui a Product ••• �i{Illtif M1(� o. . �. A� '' { ` No.5s1o5 — ,< 6:D:� -111Lu sc 08x71/18REVi8EDN0WRW)K GENERAL NOTESFD.O. }p/}gASNOCHANOETHIS'BNEET N.VEN=,FL3a278.0 ,1rorn1solo�LwDAre P.o.epxia2e Vln Stn le Hu Window,Lame Missile ImpactstS+aN�L� ae o a� N.VENICE.FL3427a V40 getter °q"2b� °e" ®" °�P"° °' A.LYNN MII LeR.P.E. t10 S/07A7S ONM 9HB00 NTS171 u 11 5181-1 D FL P.E.#58706 521/8"MAX. 65 318"FRAME O.D. 48"FIXED WIDTH DLO 52118"MAX. 48"FIXED WIDTH DLO 8" SEE SHEET 9 6. 5" 41/8"O.C. MAX FOR ANCHORAGE MAX. MAX.TYP. REQUIREMENTS MAX MAX. 33 314" / 33 314" / FIXED / FIXED HEIGHT DLO / HEIGHT DLO 75" 75" MAX. MAX tip w 10" 78 114' =V a MAX. FRAME •w� 1 O.D. • 0000•• �- • • 00000• • •i • 33 333!4" • • • SASH SpgH • • • ••• / HEIGHT DLO / HEIGHT DLO •0000• • •• • • • 0000• • ••• X X • • PRODUM REVISED 6960: • • •• as,.mpiywg with the Pima• 000 building Code I A I •••••• •• •• Aese,—No " Q �mlo Dau • • • 8" 0000• 2114" •••••• mm. ••i•• 45 314°SASH WIDTH DLO WIDTH D RY' • • • F•I MAX. �il..d ac.Pndaet • ••• • •• TYP. •00.00 ••. ••• BOX FRAME INTEGRAL FIN 0000 MAX.SIZE=52.125'X 75" MAX.SIZE=52.126"X 75" YNN 77�i NOTE. �LGENSF •,FQ �`���' •'.x 1.FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. N0.58705 2.FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEET71. ane . sr 7[-71 sr aur 0810!/76 D NOCHAAlDE87F8S8HEEf aeror ,o7oTECHNOLOGY ORNEIP, ELEVATIONS : �. •. D.Q ra//aw a ADDED IO"MAXD91EhfS=7O8OXFRAME8"AnW N.VENICE.FL 34778wRow. Va. ns �` •..�,�ORIOP;.•''���� rr rawrnrc ` nrocxavcsr�nsSHEET P.o.egx,sxe ou- 00'* V/n S! le Hun Window,La a Mlsslle/m act ��'�is`%NAUCEeae A& N.VENICE.FL 34274 14/J0 getter . a011C � ae A.MilNNMILLER,P.E. D.G. 807/08 FL COA M9298 . &= NTS 2 11 5191-1 D FL P.E.#58705 314°OVERALL GLASS NOMINAL 314"OVERALL GLASS NOMINAL 18"LAMI GLASS NOMINAL 118"LAMI GLASS NOMINAL 1/8'ANNEALED 118"ANNEALED GLASS GLASS AIRSPACE ,090"BUTACITE® AIRSPACE •088"BUTACITE® PVBINTERLAYER PVBINTERLAYER VW TEMPERED OR BY KURARAY AMERICA,INC. 118'TEMPERED OR BY KURARAY AMERICA,INC. ANNEALED GLASS ANNEALED GLASS 118'ANNEALED 118"ANNEALED GLASS GLASS 35 OR 36 35 OR 36 39 GLASS BITE 39 GLASS NOM U2*NOM TE i 41 41 OUTSIDE � OUTSIDE r-d•• •••••• 4 •••i i::. • • F 1E]EI •••••• •• •• • • • • • Q O ••••• •• •••• ••••• • • ••• PRODUCT REVISED _ • • • • w complying allh Dre Fwds • • •• #00 Evilding Code •••••• AC6Cplmlta No/ 1 .J2 • • • •••• ire n Dme /�� •:•••• •••QPTION�Q•• •• 4 OPTIONAL 3 Mtem Dade , • *00 FLANGE •• FL4NGE •••••• ••• • • • ��• 3/4"LAMI I.G.GLAZING DETAIL 3/4"LAM[ I.G.GLAZING DETAIL ` �o��vl........YN WITH 5/16"LAMI GLASS AND 1/8"CAP WITH 5/16"LAMI GLASS AND 1/8"CAP .Q��: `cP BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME No.58705 x (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) c tee, •mow, Sc 0011/6 D NO CHANM TMS SHEET oretaErc •1 E anou"B"n".1eMd."' ueY+eae DETAJLBS1070TECHNOLOYDRNE 0R%011 DA `8 NOCHAqWTWSX*Er vPnc Wn SHun Wndow,La Missile l acc NA Cu NoawNoeTas> r Md. cm KrNCEFL34V4 V&*Bter Al.LSMILLVIeRICP.E•. D.O. dDO8mFUI3 TT ro681-i " � D FL P.E.#58705 7/8"OVERALL GLASS NOMINAL 71W OVERALL GLASS NOMINAL /18'LAMI GLASS NOMINAL 18"LAMI GLASS NOMINAL 1/8'ANNEALED 11'ANNEALED GLASS GLASS AIRSPACE OW BUTACITE" AIRSPACE ,090"BUTACITE" 1/8"TEMPERED OR PVBINTERLAYER PVB INTERLAYER BY KURARAY AMERICA,INC. 1/8"TEMPERED OR BY KURARAY AMERICA INC. ANNEALED GLASS ANNEALED GLASS 118'ANNEALED 118"ANNEALED GLASS GLASS 31 OR 32 31 GR 32 112'NOM 1/2'NOM 3.9 GLASS BITE 3g GLASS SITE 0 0 40 40 OUTSIDE � OUTSIDE • •••••• •• • 0000 • • Q Q ••••• Ll •• •••• ••••• • • ••• PRODUCT REVISED • • • • as complying wbh dw Florida • • •• ••• Eutldiag Code •••••• Acoeptevw No/�"�OI x.12 • • • •••• iradm Dare ?Ol8 •••••• •%0770PL 1 •••• 4 OPTIONAL 3 By u • • •• ••• FLANGE •••• FLANGE Miami ale • '•• /8" LAM[I.G.GLAZING DET7E ) 7/8"LAMI 1.G.GLAZING DETAIL �YN/WITH 5J16"LAMI GLASS AND 1/8WITH 5/16"LAMI GLASS AND 1/8"CAPBOX OR INTEGRAL FIN FRABOX OR INTEGRAL FIN FRAME ' 3C: N0.58705 `. (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) 1-t I�' 9C onvis D .__..�.� a �� ,g TE O 1if: ,ar� N��Y ,E �,. ••�• GLAZING . Fto.... D.Qiwm� !2'1&08 A NOCNANQETMdS SHEET' NNENICE.PL 342T6 Lac %/Sys........ •••••••F.`\�• lvw dt 10N7/11 C K0CMNtwrMSHEET P.O.BQx1m Vin Single Nu Window, a Missile! Ot ,, /ONA1- �, awn a•: awr N.VENICE,FL 34V4 Vtrib&Barter arwsaae are — oweyrc a r A.LYNN MIUE6,P.E. D.G. OW/08 COAsum NT3 4 d 11 5191-1 D FL P.E.#58705 MAX.DAYLIGHT OPENING SASH 1 OPTIONAL 11 31 32 12 FLANGE 1 35 36 1 � 0 0 40 41 1:60 4a 41 OPTIONAL DAYLIGHT 31 40 41 OUTSIDE FLANGEFED 32 OPENING 1' AX DAYLIGHT OPENINFOC G ED 35 TYP. MAX.WINDOW WIDTH 36 HORIZONTAL SECTION (INTEGRAL FIN) mix 5 9 WINDOW u 40 41 HEI HT 6 11 so • • • •••••• DAYLIGHT • • • • • OPENING 6 9••• S SH 0000•• • • • • • 0000•• • •••••• •• •• •• PRODUCT RBVf38D 0 9 6 0 • 9•••• •• •••••• Buil lTwBwllhllloFlotiEi • • 13 MreQ'ua J l2 t 0006• • • ••6• OT 40 41 P ?OI$ • • 9 9 9 WELD tom"°"Dale • • •• 0000 .0096. 11 M'.M • • • •9.69• 3 • 0.000. 90 600000 • ••• 0 44 • • .. ulna,, 0 000 •••••• 000 • o `���o��y LYNN Mq ''��i 000 Q: HOT WELD CORNER ASSEMBLY VERTICAL SECTION ' ' (INTEGRAL FIN) (INTEGRAL FIN) 3 rr: N°.50705 ` sfn4� c� fir sc o7Ha awocrralaGESTHrssHfr / I 1070 TECHNOLOGY DR NE SECTIONS,INTEGRAL FIN FRAME �� �conlo�.••G�.� RO. INfaw B NO CHANGE TIM SHEET N.VENICE.FL 34278 AWhyt Single Hung Wndow,LargeMImpact TY7/ff C HGGHANE7TA3HEET BpF82a Vjfyelr� NVPENICI - As.`LSSIUNNNMAdI.FR,P.\E . D.G. ON7N3 SbNTS 5 a FL P.E.$58705 MAX.DAYLIGHT OPENING SASH 2 OPTIONAL 11 31 32 12 FLANGE 2 &&36 2 0 40 41 3. 60 40 41 OPTIONAL DAYLIGHT 31 40 41 OUTSIDE FLANGE OPENING FI o 32 DAYLIGHT OPENING FIXED 35 MAX.WINDOW WIDTH 36 HORIZONTAL SECTION (BOX FRAME) 5 9 WINDOW o HEI HT 6 11 •6 • • M • • .• • 40 41 •••••• • •••• DAYLIGHT • • • • • OPENING • ••• S H 6666•0 • • • • 6 • 6 • 6666•• • 2 •••••• •• •• •• PRODUCE RBV73ED • 6 6 • os complying with lire Flor76r 6666• 66 •66666 ,"-': CbQo 4 13 Aaecplmtcp No 15-0612.l8 • • 40 41 ••••• • • •••• MOT hegon Date ?018 6 • • • • WELD 0 • 00 6666 ey :6000: 11 n77r,„u prom • 6666•• • 6.•006• 0 66 00.00• • • • llu+Ill 609000 8000 6•• 6 HOT WELD CORNER ASSEMBLY VERTICAL SECTION LYNN A�i� 666 (BOX FRAME) (BOX FRAME) • 4 No.58705 �IiSF 30 OBfD7J76 D NO CiL4NOESTF8S8HEET °i° Q S . ,o7oTeNICE.FL3 bRNE P. -�- ACTIONS,BOX FRAME ' '�` �[oaroP.•\•' `. D.G. 11/9d0B 8 NOCHANGE TMSSHEET N.VENICE.FL 37278 '� i�s•'• \��•• rr �" as rnr 0 NOauNOE710S EET P.O.7wx,a23 VIn S/n le Hun Window Large Missile Im ad '�iSln�tP.t E a_e,-arc V w N.VENICE•FL37274 y Ljy� , �' "� +� nr. A.LYNR MklL 611,P.E. D.Q. 0$�07lOB SHdOo Haff 9 d 11 61914 D FL P.E.#58705 ITEM DWO NO.1 PART# DESCRIPTION ITEM SATO NO. PART# DESCRIPTION 216 1 8621 86183 M 3iPAL FIN FRAME HEAD&JAMB 7B'LAM LG.GLASR 118'TEMPERED CBJrBOATD- 2 8371 88871 BOX FRAME HEAD&JAMB 31 AIRSPACE•1/a°ANNEALED-Mir BUTACITBDFVS 3 9520 85184 INT153RALF04FRAMIESLL NfBaAYB2-118 ANNFALED IS LA a 48970 BEIM BOXFRAMESLL 7/8 LAMLO.GLABRIWANEALLDOUTWARD- 6 7940 66102 FWMMMT94DRAIL 32 ARLSFACE-11WANNEALED-.090'BUrAdTE®wB .035 ITEM 40 NEER AYER-lff ANNEALED 6118'LAW + 8 7128.1 86103 MflIN4 RAL RBTffORCB�1$Vf 33 7 7942 88109 SASH STOP I.G. BEAD 8 am 65117 BALANCECOVERS 34 MArL:White Ridged PVC 9 7092 66106 SASHINTERLOCK by Quanex Building Products,Inc. 10 61644W W'XW..,.1a7X.270FIN SEAL 3/4°(AMLG.GLASS:Iff7RA43 DOURIOARD- DWG NO.6492 11 7092.1 65114 SASHRBAEWtCEMENT 35 ARSPACE-11WANNEALED-.WBUTAOITWPVB B2 12 7090 65108 SASHS®ERAL 91Tt3ilAYl31-1/ASS:1EALLO(ALEDOM) I X72 13 7746 86113 SASHL1Fr1u1L 314"LAMLG.GlASS178°ANNffi1LLD0UnT0ARD• 38 ARiSPACE-IW ANNEALED-.090°BUTAO TB®FVB 14 1889 718895P MiStlPP(xiTPIATE FRl39AYER-1/8°ANNEALED 6/16'LAMO 16 168110 71694 TLTBALAN ESHOPB 37 1s lees 7FFI-MFF FMCTRARs 39 ITEM 41, 17 78208.SLAW CAMSWEEPLOCK 39 SLDO<.EDOW1199 18 76133SLKW CAMIsu10[iiPLOCI(KL3EFEi 40 6492 85112 GLAZING BEAD SUBEAD 1s 79903WF VAEP HOLE COVE11 41 8493 86149 SOL GLAZING BM MATO White Ridged PVC 20 7676RHrL PoiTLTLATCJi by Quanex Building Products,Inc. 21 7675LHFL LHTILTLATCH DWG NO.6483 22 716895P ALUM.SCFLWSUPPDRTPLATE 23 7103SW INSTALL HOLE PLUG NOTE; ED 24 71684K SETTNp BLOCK ALL EXTRUDED VINYL BUILDING PRODUCTS.MANUFACTINC. 25 71884AK SETTNGBLOCK-SE.FADHESNE BY BUILDING PRODUCTS,INC. 28 16X1FPrV0( 6X1`FHTBCH(410SSPAINTED) 27 7612FRM 6 X 1W FH(410 SS PAINTED) 28 78X2TI114410X BX2"THViNYL6IX3NSS 29 M114FPAR41OX 68X11/4" • • 30 8XIFPAX #8X1" •••••• .440 �+--1.410 • " •••••• •• PRODI1Cf REVISED • • A I OCA ••••• •• ••••• 1. 5 0 .6 to-plyingg de the Florida '••i•• Q,� •••• 1. 18 IN 1. 7 A ouIumue {•J'O 1 18 • • •• • yy ••000• 083 Me6mI bq( • ITEM 11, •••••• • •• •••••• .110-+� I►-• • SASH REINFORCEMENT •: ••• 0 0 N IEW5 , ITEM 6, ITEM 9, MAIL:Alum.(6063-T6) •F'TXED MEETING RAIL FIXED MTG. RAIL REINF. SASH INTERLOCK DWG NO.7092.1 '��C1��O ��GEN�NAf ''<<F���; MAIL:White Ridged PVC MAIL:Alum.(6063-T6) MATL:White Ridged PVC No.50705 by Quanex Building Products.Inc. DWG NO.7126.1 by Quanex Building Products,Inc. DWG NO.7940 DWG NO.7092 -L7•. .7!r :0 sc ej mitts oma` nraCHANGES 7rar�er °io`Ot n'• s r �� 1070 TE .. PART5 LlSTAND EXTRUSIONS ' '�`•'•• Fcon(o�.•' D.Q i?/1&OB 8 ADDED D6(BiN810NS TOALUM FXTRU3TONS N.VENICE.FL 3W5 MAe ��SS'•......••• `SCI'`� JJ er a•rn1 c NOCMNae7rssSHEET P.o.Box,s2a �n Stn fe Hun Window Large M/sslle 1, Of '�.;�!C),y(�1- 0—ft o1w 1 N.VENICE.FL 34474 VM*gem,. eMwaMae btrc 4lrt °'MOM° 8MM A.LYNNIMIILLER,P.E. D.G. 0&07A18 sHsao NTS 7 a 11 6181-1 D FL P.E.#68705 OPTIONAL 3.25 y FLANGE 3.250 3.250 J-1 .040 J2. 84 2.��oa 04oa 680 2E� ff--T'ra4a1 F 00 a 0 • .0 ITEM 2, ITEM 3, INTEGRAL FIN SILL BOX FRAME HEAD/JAMB ITEM 4, MAIL:White Ridged PVC MAIL:White Ridged PVC OPTIONAL OPTIONAL by Quanex Building Products,Inc. by Quanex Building Products,Inc. FLANGE BOX FRAME SILL FLANGE DWG NO.9285 DWG NO.9288 MAIL:White Ridged PVC by Quanex Building Products,Inc. DWG NO.9286 OPTIONAL 1.910 FLANGE • •• 1.647 • • 3.250 1. 7 •• • i•i••• .065 1, � .085 PEVI • ••• •• •• 3.1125 asopucrg%VA WD Fladds • • R ce ••••• • •• • • • ITEM 12, ITEM 13,:••••: • •• •••• SASH SIDE RAIL SASH LIFT RAIL '� Fie *:**so• • •• • MAIL:White Ridged PVC MAIL:White Ridged PVC • • ;• •• •••• by Quanex Building Products,Inc. by Quanex Building Products,Inc. • •••• Goes • • DWG NO.7093 DWG NO.7745 ��` i Ytm ••• ITEM 1, INTEGRAL FIN HEAD/JAMB : Q�t• \CENSE'•.:P ; MAIL:White Ridged PVC by Quanex Building Products,Inc. - No.58705 58705 DWG NO.9287 9c Dearne t. NOCK4N snn88NEET _ °"°`°� '� ' stni1:� O.Q. 191feAAB B NOMWOE7ri1B8 w N.VENICE.FL3427D6 EXTRUSIONS �'• FLO.....•'•���`•: "� ft Vln 1 Sin le Hu lMrtdaw,Large Mlsspe Impact �'sS/ONJA�� u raroTnr c NOCHOGE7N SWEr P.o.eQx4see Maw •r� N.VENICE,FL 34274 VMbty metre, BY°1b01P 410 °a 1°"` A.LYNN MILL'@k,P.E. D.0. 09107108 COA8N3oo HaN 8 d 11 5181-1 D FL P.E.#68705 ANCHOR QUANTITIES TABLE 1 ANCHORA OX FRAME: 18W 1.ANCHORTYP . 1-#10 SCREWS 1/1 16 20 24 28 32 36 40 44 48 521/8 2 FFbcedlSash (CONCRETE OR GROUT-FILLED CMU) 2.ANCHOR LOCATIONS ARE BASED ON THE 36 24 1 1 1 1 1 1 1 1 9 1 1 1 2 1 FOLLOWING DIMENSIONS. HEAD- r MAX.FROM TOP CORNERS W 25 46 30 JAMBS-9"MAX.FROM TOP CORNERS* 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 12 1 12 (`NOT TO EXCEDE 114 OF TOTAL WINDOW HEIGHT) 8"MAX.FROM BOTTOM CORNERS Pl1r3_T_3t_3T_3 1 1 1 2 1 E12 1 2 2 SILL-AN-ANCHORS T EQUIR4"MIN.BELOW MTG.RED D 35 O1 2 2 1 1 2 2 2 * 3.INSTALL PER THE ADJACENT TABLE ANCHOR W 40 2 212 2 3 2 3 QUANNOTETITIES USING THE DIMENSIONAL CRITERIA OF 2T2 2T2 21& 212 2 H 45 2 2 2 2 2 2 3 2 4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT E 1 50272 2 2 22129212 2 3 2 S.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 11. G 1/1 WINDOW H 55 3 2 3 2 312 3 2 2 2 3 2 2 3 3 4 1+— - T 80— 123 2 3 2 3 2 3 2 3 3 2 3 3 3 4 4 I I I I 621/2 3 3 3 3 3 3 3 3 3 3 3 4 3 4 15cample:52.125 x 75 For 1/1 Windows 3 Anchors required in the head —— — • •• 3 4 —— • •••s •• ••• •• • Anchors required below the MrR —— —— • •••••• ••a • • Anchors required above the MTR • •••• •• •• •• Exanple:52.125 x 62.500 For View Window s VIEW WINDOW PRODUCT RRVISED • • • • 521/8" OW-PlyinawmthlhoPlorMs ••••• •• •••••• "ding Code •••i•• • 3 Head"* 3 I I I I Ameptmme o 15-p614.12 • • • 000000 3 4 2 2I — — Hep y Sasn" Mtrunl �••••� • ••�••• Fixed"" .8H —— •••••• • •• •••••• FIXED •• • :CA FOR VEN W&DOWS USE V EW FIXED WWDOW HEIGHT FOR ANCHOR QUAW Y IN HEAD AND 0211r •i•••• MPV E THE W ANDUSE THE VIEW SASH WINDOW HEIGHT FOR ANCHOR QUANTrrY BELOW THE MTR. `. VCV • MA1UM HEIGHT FOR VAIN WINDOW IS 621/2". —— — `:�a��. '��ceNSF'•.Fp '� 4H SASH is 'x No.5870., NOTE:FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE, sc oamins D ADDEDfi1ITDU 49UEDCMU '•�0 ISURF- 1070TECHNOLOGYDRNE ANCHORAGE SPACING '=.Tr••. FcoR,ov.,.•• �•"� oar IvIlaw a ADMANDMOo61EDWEIVINO WEX4UPLES N.VEMCE,FL34275 '"` �'%SSl. vl� �— Vln Single Hun Window La Missile i act .fJ 1GA77Nf C NO CHANG>ETH188NEET P.O.SQX 34 a �. are �'� 1, OF Orale me N.VENICE.FL 3G274 v (y Better °i'bM` �" A.LTISIV`MILL�R,P.E. D.G. 08M7ms OHM NTS 9 a 11 5191-1 D FL P.E.#68705 �1/2'MIN.EDGE #to SCREW 114'MAX.SHIM 1318"MIN.EMBEDMENT 3 EMBEDMENT 2x WOOD BUCK Ire MIN.EDGE (SEE NOTE 3 OPTIONAL FLANGE 1/4" MAX. SHIM #10 SCREW 2x WOOD BUCK (SEE NOTE 3) OPTIONAL FLANGE JAMB W/BOX FRAME HEAD W/BOX FRAME .. THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD •••••• • • • 1x WOOD BUCK DGE DIST. • • • • • (SEE NOTE 3 • 0000 •••••• • • • ® fl-318"MIN,EMBEDMENT • • 1RIV MN.EMBEDMENT– R' 2.9 KSI MIN.CONCRETE `!t .. :. • • •••••• OR 1.5 KSI MIN.GROUT- '*. •: • FILLED CMU " 0000•• •• •'W4"MAIX.SHI `• • • • • • 0000• •• 0000• � t .,•� • • ,.tea .EDGE DIST. 0 9 0 0• • +.,,,•� OPTIONAL FLANGE • • • • • • 00.0 :4960• '•. .�° SEE NOTE#1 FOR EDGErULTRACON 1/4' • • • • w e DISTANCE REQUIREMENTSSHIM •••••• • •• • i • .• FOR CONCRETE OR CMU • • • • ;iti • ••• • •• 3V18•ULTRACON • • • • ,' 64 tx WOOD BUCK 0000 (8EE NOTE 3) 311 OPTIONAL FLANGE JAMB W/BOX FRAME HEAD W/BOX FRAME mmmplyTR6Vt8£D m eomplyingwltt+tho Fio7lda Build'mg Code _ THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE ActplolueNo 1x BUCK OPTIONAL 1x BUCK OPTIONAL �;-I�anna2DIS NOTES: By 1. FOR CONCRETE(MIN.2.9 KSI)APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3/18"ULTRACON,EMBEDED 1318' MIN., MP ct DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1"MINIMUM AND TO GROUT-FILLED CMU IS 2.5" 2. FOR WOOD(G-0Z5)APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 1 3/8"MIN.. t 11 I 1 i I r i t 3 WOOD BUCKS DEPICTED SECTIONS ARE WHOSE THICKNESS IS LESS THAN I 11T. Ix WOOD BUCKS ARE OPTIONAL I CAN BE INSTALLED RECTLY TO SOLID CONCRETE.WOO UCDEPICTED AS 2x ARE 1lir TH CKOR GREATER INSTALLATION O THE SUBSTRATE OF BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ��V; ��ceNs� •, P 4. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T6 AND A MINIMUM OF UB"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL ` /t: ND.55705 BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE /� SPACING FOR ULTRACONS MAY BE USED. x'41. SC 0&01/10 •"o WaWEDAffMVM$UBSMTeRE0lt6¢EnfeuTa ° :�'Q'.,• sT TE a ::�L. 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS-BOX FRAME �` FcoR1o.• C?; DA. t9J18:l7B B NO CHANGE THIS SHEET N.VENICE.FL34275 nr '�� S' �i'`♦ Jr flm7n1 c NO CHANGE THIS SHEET P.O.Bgx152D �— SSI leH W/rnlow,t� Missile im ct '��;S�ONA���,�• D. — e m N.VENICE.ft 34274 VWb(y Bette► A.LYNNNEME.#6870 P.E. D.G. OS'07A18 BHSOo NTS 1Q sit 5191-1 l} Fl P.E.#58705 2x WOOD BUCK (SEE NOTE 2) ,430^MIN.EMBEDMENT 114°MAX.SHIM-1 I+— 120°DIA.x 1 1@'ROOFING NAIL,® 2x WOOD BUCK W MAX.FROM (SEE NOT CORNER&4118'O.C.. 112'MIN EDGE .430°MIN.EMBED 1t4°MAX. —i fSHIM OPTIONAL p OPTIONAL FLANGE FLANGE V4' 1/2'MIN EDGE MAX. .120'DIA x 1 1/Y ROOFBaO NAIL, SHIM 2114'MAX.FROM ,120'DIA x 1 1/2"ROOFING NAIL, CORNER&4118°O.C_ ® 8'MAX.FROM/ 2x WOOD OPTIONAL FLANGE CK 1/2"MIN EDGE. CORNER&4118"O.C..® SEE NOTE 2) � 1.430°MIN.EMBEDMENT .00. JAMB W/NAIL FIN HEAD W/NAIL FIN - SILL W/NAIL FIN 9*THAU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING 6666.. 8 6 6666.. 6666.. 96 66 96 9909. 6090. 696669 9 966966 6 66 696696 6 6 666 . 66 0 . • 0 000000 4000 6 • 9 6 696 PRODUCTRGVISED as Comldylng with Iho Flaft UWIdIn Codo =1 Aced 1_w Dalo No _w ® NOTES: M.-Dado Doatml 1.FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE.120°DIA x 1 1/2' ROOFING NAIL INTO WOOD(G-0.55) 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1xARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 Mr. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2'THICK OR I 1 I I r 1 GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 0 Oe1y 1.NN A?lZ�c� 3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6083•T6 AND A MINIMUM OF 11W THICK.THE �1GENSF •., Q ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. = 3i: No.58705 IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. = O i• !L �1► s tL 8C 0&91/!6 p CHANGED TO.12VX i-UrROOFIINONAIL O1� �I�'.•, ST T{. F yJ: 1o7o TECHNCLOOY URNS ANCHORAGE DETAILS-lnftml Fin Frame ��•• FtoR1o�•.••`Gi���. D.G. 12/1&9B a JJ D�O`.a°f0u"a&c o0m7Pol 8 HosOCHANGE 7&48FgT . N. , FL 34276 0 NOCNANGFTW9SHEET P.O. Vn SM !e Wndow, a Misile!M o% a A.sstO�,nLL4 r�\P .E.N.VENICFLjiti 3aNTS 11 a 11 � 5181-1 D FL P.E.#58705 v t M® MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISSION T(786)315-2590 F(786)315=2599 NOTICE OF ACCEPTANCE (NOA) www.miamidede.Qoy/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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 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. 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:Series"HR 510 Vinyl"White PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 51912,titled"Vinyl Horiz.Roller Window,Impact-resistant", sheets 1 through 10 of 10,dated 08/12/09,with revision C dated 05/29/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section 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/scries, 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 fpriuveptipn 4t the jQb site at the request of the Building Official. This NOA revises and renews 11OA#0-1124J)Qr d oorisists of this page 1 and evidence pages E-1 and E-2,as well as approval document menNo&eWoN;e.:': '• The submitted documentation was reviewed b Ah ' •• y nuel Perez,P.E. 00: ' ' ' 000 NOA No.I5-0612.14 CIAMM COUNTY • • • • • • • • :. •'• ': : : Expiration Date: February 17,2021 Approval Date: July 30 2015 r 7 Page 1 ..• • . . • •.. • • . . . . . . . . . • • •. .• . . • •. .. .•• . . . .•• • . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0901.07) 2. Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact-resistant", sheets 1 through 10 of 10, dated 08/12/09, with revision C dated 05/29/15, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series HR-510 vinyl horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5916, dated 06/18/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 09-0901.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition(2014),dated 06/05/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). .. ... . . . . . .. .. ... .. . . . .. Manuel PepA P.E. Product Controlxa iner • 0:6 • ••• • NOA No.15- 612.19 •• • •• • • Expiration Date: February 17,2021 .. . . . . . . . •! •• Approval Date: July 30 2015 E-1 . ... . . . . ... . . . . . . V: . . . . . V •• ..• . •• .. ... . ... . . PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products,Inc.,for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/07/13,expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-51h Edition(2014),dated June 5,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 5, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 11-1114.06,issued to PGT Industries for their Series "HR-510"White PVC Horizontal Roller Window-L.M.I."approved on 02/09/12 and expiring on 02/17/16. .. ... . . . . . .. • • .. ... .. . . . .. Manuel PeA,P.E. . Product Control iner • ••• • .••• . . ••. NOA No.15-0612.14 . • • . . . • • • • • . • •• • • • •• • Expiration Date: February 17,2021 • •• • • • • • • • •• • • •• Approval Date: July 30 2015 E-2 ••. . . . ••• • • ®IMPACT-RESISTANT HORIZONTAL ROLLER �2 S/8'MAX TYP• 4.O.C.MAX.TYP. 21/N�' I-• ® DesIga PreserueRe" Impaal Rating + mpa 601.70 PSF Large and Small Mlede Ict BOX FRAME AND INTEGRAL FIN WINDOWS e „w.wl +601-70 PSF I Large Mt 9InipactOrgy , GENERAL NOTES: 1.GLAZING OPTIONS: A:7/8'IG-5/18"H/H-SG+7/18°-AIR+1/8 A CAP S.7/8'IG-5116H/H-SG+7/16"-AIR+1/8'T CAP = = p NOA DRAWING TABLE OF CONTENTS _.� o / o SHEET ,. J DESIGN PRESSURES:+601-70 PSF(ALL GLASS TYP y TED) C GENERAL NOTES.................._...._..........1 A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE Wl IL u ELEVATIONS..........................................1 AND GLASS TABLES ASTM E 1300. .r j S id g GLAZING DETAILS...................................2-3 '--, g �- SECTIONS.I.F.FRAME............................4 DESIGN LOADS BASED N ATE LFSS_ I$ ' SD O SECTIONS,BOX FRAME.........................6 PARTS LIST.......................... ........8 EXTRUSIONS............................................7 4.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS ANCHORAGE SPACING,BOX FRAME...8 30'ABOVE GRADE IN THE HVHZ,THE EXTERIOR CAP OFL ANCHORAGE DETAILS,BOX FRAME • •INSULATED GLASS UNITS MUST BE TEMPERED. © X O ANCHORAGE DETAILS,I.F.FRAME.......10 • • '! —:**so: •t•ANCHORlGF.y►VCWOR SHALL BE AS LISTED AND SPACED AS • • SSHO�W�N N DETAILS.ANCHOR EMBEDMENT TO SUBSTRATE •••••• • •STRESS NCBE �W40E YOND W NOT BEEN USERkLL DRESSING OR S N THE DESIGN OF THIS 7323Vl4VENTDLomDTK--4 32 9118 FIXED DLO WIDTH INTEGRAL FIN • • • PRODUCT.MAI KALS,INCLUDING BUT NOT LIMITED TO STEEL 77MAX MAX.SIZE=73"X 62" *sees:• •§CREWS,THILT_COII NINTO CONTACT WITH OTHER DISSIMILAR 781/4'FRAME O.D. • • ERUILS•4T THE REQUIREMENTS OF THE FLORIDA •••• •PUILDING CO9)E•NWItOVED ANCHORS:1,3118"ELCO ULTRACON) • • 2,#10 STEEL SCRE1y(G5)AND 3.(.120)X 1-1/2°ROOFING NAIL FOR® 73"MAX ***S: • ••Fil •••• • 32 9/18 FIXED DLO WIDTH 0 *000 32 3/4 VENT DLO WIDTH i••••i S.REFERENCES:TEST REPORTS FTL-5918:ELCO TEXTRON NOA • • • ANSUAF&PA• t81=WOOD CONSTRUCTION;ADM ALUMINUM *:**so• • •QgSIGN ;"4NEX BUILDING PRODUCTS(WHITE RIGID • • PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) Dose** ••7•THIS PROQI a HAOMN DESIGNED&TESTED TO COMPLY • WISH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, ••IRCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). bf x 8.SHIM EACH ANCHOR LOCATIONWHERE THE PRODUCT IS NOT / J pRODUCrRCY18tlD FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF o 0.9 os caoplyiagwtf6a•F1a11Ae TRANSFERRING APPLIED LOADS. Bu Id 8 I""*'2"DQ' Acccptanco too LL icn Dale ' 9.ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE D g AND FLANGE OR FIN.OVERALL SEALINGIFLASHING STRATEQY V .5n7 �L Idiomi oProdaetCoc FOR WATER RESISTANCE OF INSTALLATION SHALL BE � DONE BY OTHERS. 10.MATERIALS USED FOR ANCHOR EVALUATIONS WERE X O SOUTHERN PINE(G=0.55),CONCRETE(MIN.3.5 KSI)AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. LYNN 81/2'MAX �`ZO��GENSF•<!FR 61/a° BOX FRAME 4314° SEE SHEET 8 FOR 15°MAX.O.C. - Nu.58705 ® ® ANCHOR REQUIREMENTS 61/2'Max MAX.SIZE=73"X 62" °SG'-SENTRYGLAS BY KURARAY AMERICA,INC. / z3 1 ' ./W 3C� 05/28115 C EDIT NOTES FOR FOC201411WSEMAXHEIGHT ELE � (•� GTPTE OF ��` 10707EOHNOLOOY ERNE EtEVATIOIVS&ANCHORAGE ���,h'•, RLDR�O�'' �\ J.J. 10/17/11 B FBC 2010 CODE CHANGE N,vEN cE,PL 3427s ir. C�,: ;, FS;........ J. 01/18/101�A Added OP/I ct boX frame, We above note P.o.eox taxa Vlfl HOriz.Roder W/ndow /m acf-reslatant `N01 Eu`nB I ad. e.b; NOKOMIS.FL 34274 Nem eul. s1°� � ei` A LI�W Mlta. 1.P.F- F- J. aVI24V FL OOA 022208 exato NTS 1 -10 51812 C REN 58706 ® 7/8'OVERALL GLASS NOMINAL 8'LAMI GLASS NOMINAL 1/8'HEAT STRENGTHENED GLASS 7N8'AIRSPACE .090'SENTRYGLAS®8Y 1/8'ANNEALED OR KURARAY AMERICA,INC. TEMPERED GLASS /8'HEAT STRENGTHENED GLASS 1/E'NOM. 29v v LASS SITE • •• 3200 pop, 0 39 • • • 0000•• • • • • 0 • • • • 0000 0000�• • • • 28 • • • • 37 �• • 0000•• 29 00000• •• 00 60 0 •••• • • 0000• 0000•• • • 0000• •• i •�•••• EXTERIOR • • •• 0000 0000•• • • • 696006 • ••0609 90 09.00• 0 4000 00 • • • • • 0 • 09.000 ••6 • • 35 ••• • PRODUCT RRVISFD 0C- 14 w 2 lt68w Ftoids A-cmpl"neo No OPTIONAL-� E* WWII WO FLANGE By Mi mn product \tl ltll ( 7/8"LAMI I.G.GLAZING DETAIL `��•��CC1v LYN,v M/��•,%� WITH 5/16"LAMI GLASS AND 1/8"CAP ��.• \\C,ENSF'.,FP �4 Z * No.58705 _ NO CHANGE THIS SHEEr J.J. 11 �B NO CHANGE THIS SHEET N.10 0'I EMCE,,FL94278 GLAZING DETAILS-BOX OR FLANGE FRAME �F`SS'.FtORtUA .R. 09/18/90 A Changed ass make up,drawing We. P.O.S9x 1020 Wn /Hor/z Roller Window,!m C Lmslstanfl�tNrAI'L\�,�.. Cta�nel: C NOKOMIS,FL 94274 RT. ei"111fQi� �N0' ""' A LY14W,IER P.E JJZ 08/99?N8 FL Opp 7gg Immo 9.9 2 s 90 5199-2 C P,E968705 ® 7/8"OVERALL GLASS NOMINAL 5118"LAMI GLASS NOMINAL VB"HEAT STRENGTHENED GLASS 7118"AIRSPACE .090"SENTRYGLAS0BY 118"ANNEALED OR KLIRARAYAMERICA,INC. TEMPERED GLASS 118"HEAT STRENGTHENED GLASS 112"NOM. 29 GLASS SITE 32 39 •• 37 28 GD•0D9 • • • 29 0000•0 0000• • • •• • •0 0.0 0 EXTERIOR ••000• •• •• •• •0.0• D. 000990 ••.• 6•909••• • • •GO OD • 6 •O 09606 • 00000• 3 •. El ...• • G.•• 1 0O PRODUCT iODUFgCCToRdoEVISE�D ODG• 9 . 31BWI1hare F fh0d1d�% GD•. • • . ` OPTIONAL IkpG"1tonDato FLANGE Er M' 7/8"LAMI I.G.GLAZING DETAIL WITH 5/16"LAMI GLASS AND 1/8"CAP z E" No.58705 'r c' o5�2r��5'mac n►o ctwrvQe rH�s sHEer °•�•°` =�o'' 2.; rs 4 Io7oTECNNOLooroavE GLAZINGDETAILS-INTEGRAL FIN FRAME - �` FtoRtDP.•' ��; J.J. 10117111 B NO CHANQETHIS SHEET N.VENICE,FL342m J.R. 01/18V10 A Chan lass make up,dra Utte. P.O.eox 1525 ILJI(\(\\=JL'I°�I Wn !Hodz.Roller Window,h Cf-reS/3fant "�I����E NOKOMIS.FL 30274 sore •� • �'' b LYfW m�iCC11,P.E. d2 yag °r` coAa2aze5 fots�o 1:1 3 - 10 5191-2 C P."5905 19 18 13 SEE NOTE 1 1 14 SEE NOTE 4 DETAIL D SEE NOTE 1 15 16 HEAD SECTION 1 1 i) SEE NOTE 3 29 29 EXTERIOR 11 SEE NOTE 2 4 5 29 22 21 DETAIL A DETAIL B DETAIL C ;,,• LEFT J4VB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION • • • • • EXTERIOR 6666 6666•• • • 0 • 6 • 0 • • NOTES: 00000* 0 ••6069 009V 112 gI!df*LtCATED AT 4 Ire •••9• •6 OM EAGI tiF"' 6W AT 18'O.C. 09.60 • t16x3/8ff&% TEDAT4112' •, OMFA � DAT18'O.C. 1 •0909• • • • 3.#8 x 1121° !MCATED AT 41/2" SEE NOTE 21 •00.9• ••FROM EAQVoW.0, • • • • 6••4.CAM LOCKS:0 9 29 22 *:0006 6••(2)AT 7'11Qy?ENO PRODUCT RMSED • ascomplyll w(ththeFI Wn •••5.WEEPHOLES ARE 1"X 3/18".SEE Iiuildtng Cude SHEET 1 FOR LOCATIONS. HOT 0t Ual I •Obt2 ¢ WELD I By 1 SEE NOTE 5 M' t edo ProduN' 10 DETAIL E SILL SECTION � `t LYNN HOT WELD CORNER ASSEMBLY Q .•''�bCENS�c'•�Fp (INTEGRAL FIN) 1 No.50705 � sc O&W15 C NO CHANGE THIS SHEET CROSS SECTIONS-INTEGRAL FIN %���'• to or J.J. 10/17/11 8 NO CHANGE THIS SHEET t0 N VEMCE�R Y3427O# %, S P<O..... •. J ?. 01/18/101�A No changes th/s sheat. P.O.Box Free rLn;�H�odz, Roller Window,IIn ct-IeS18t8nt .� % hlALdi ors u r.: NOKO?AI,R 3W4 �` � 6iM°~' a` A 1*wMILD,P.E. J.R. 0AH2o9 FL�#egg tem 1:2 4 d 10 5191-2 C P.E#ti= 19 13 SEE NOTE 1 18 2 14 SEE NOTE 4 DETAIL D SEE NOTE 1 15 16 HEAD SECTION 2 2 0 a SEE NOTE 3 EXTERIOR ' 29 ° 29 11 EXTERIOR L SEE NOTE 2 4 5 29 22 21 • �. DETAIL A DETAIL B DETAIL C •••• LEI•ST DW0 SECTION MEETING RAIL SECTION RIGHT JAMB SECTION . 0000 •••••• • • • EXTERIOR • • • 0000•• 000000 •y10TES: •""•''��•• •••f• • •..1.88xlr4IbStrs WCATEDAT41/r • • gROM EACH END AND AT 16.O.C. 0000• • ..f. • • • '.'g.aex3dr*Fv%1OCATEDAT4lir �]T •*see• FROM EACH END AND AT 16'O.C. 2 • • . 0000•. ••.0.. • .•3.56 x 1/20%JOPS 60CATED AT 4 ire SEE NOTE 21 • • • WROM EACH END. �• ••• f ..• 29 22 •0 0 0 0• .•• 4.CAM LagA: PRODUCT REVISED • ••412)AT T EACH END OT as complying with the Maldo b.WEEPHOLES ARE 1"X 3118'.3EE WELD Ze ing Codo I SHEET 1 FOR LOCATIONS. 2 wt n O �P—t2 ma X ei Dy Mian Prodxt 7 SEE NOTE5 10 DETAIL E SILL SECTIONrr LYNN P�`�•�%CENSp•.�Fp�% HOT WELD CORNER ASSEMBLY ' No.58705'Z � �'• ••it (BOX FRAME) -7 IEF SC 5118/15 C NO CHANGE THIS SHEET RCOSS SECTIONS-BOX FRAME =,��''• �W J.J. 10/17/11 NO CHANGE THIS SHEET ttrroN.tEcCE,FLv3�hE � nk ;c�`S,'•.<�Rw?.• Gam` J.R.0,/18!10 A No changes This sheet. P p•eqx tg2g Vin Horiz Roller Window Irr1 act resistant 81.o O� NOKOMIS,FL SW4 ® erbetJt 17 -5 d iU OS - 519i-2 C P.ase A LLE.8R55T05 E ARLM;P.E. Aft OBP 2w FL A52m HR610 1:2 5 ® ITEM OWG NO. PART# DESCRIPTION 1 5188 65166 FRAME HEAD,BILL AND JAMBS FN ONLY) 2 6188 65189 FRANEHEAD,BLL AND JAM36(BOX ONLY) 21 4 5102 05102 FD(®MEErMRAL 13 b 8123 86123 FIX®M EETM RAL-ALUMINUMRBF. / 0 TOWPAW b x 1•FH TECH(CAM LOCK,Kms) 29 18 8 76)Ml2FPABX SCR 8X3 tn'•PPTYPEAB FIXED 1$ 97166M 330026 N26 ALL 10 5136 65136 ROLLER TRACK 11 5138 85138 ANBLIFT 18 12 71038W INSTALLATION WLEPLUGS(BOX ONLY) / 34 13 6105 85106 BASH INTERLOCK RAL / p L 14 5114 05114 NTH6ACKRAL-ALUM0 MRBDF. 15 78208SLAW CAMSWFEPLOCKS O to 70133SUCW CAMBW(PLOCKKEEPBN 21 11 17 1844 61644W WIP..187 x 270 FOV SEAL 18 5137 65137 SASH SDE RAL 18 6114 88114 SDE RAL-ALUMINUM RBPF. 20 1644 61044W VWW..187x270FIN EA SL 21 5108 65108 SASHTOP&BOTTOMRAL • ••22 5114 85114 TOP&BOTTOM RAIL-ALUMINUM RIF. • • • • 3 IV4 61844W MTP..187 It 270 IN SEAL 24 •••••• 24 2261• 042112FD ROLLER HOUSING • • S SRASS W EMS • •• 26 s••••• � T**615112 ex 1n FHPHL1t2PTSl4tS • 27 7 x 318 FH PHI 02PT SAYS •• • 28A10 7118'SLRHbSPAOER •••••w • 6 aW SUPER-SPACER 4 • • ••••• s•2M MAZNG BEAD,1-LTTE ••••• • 3RA7/8'LAM LG.GLA83:118'TBEIERED (11OTOUTBOARD-AMPACE-118'ANNEALED-.080PaNrELAYBt-IWANNEAL®(8118'LAM) • 4c328 718'LAM I.G.GLASS;1l8'ANNEALED •••••• • • ••• •• ( T OUTBOARO•AIRBPACE-1l8•AM(EAL®-.080 •• ) • • PJB INT9iLAYFR-IW ANNEALED(5118•LAM) • •• PROnucrRatfISBD 609699 •••34 • • re complying wOhtha FIotLM • & 1 Bmtding Cada ap'«D12.)4• • LMl�COVL3� Acceptmice lVO , w�, {retnData T.(i�` 37 BETING BLOCK � 38 9 NCOHEDow1 too By 40 e4imni Product Cad d 10 NOTE: ALL EXTRUDED VNYL MANUFACTURED t t N{ BY QUANEX BUILDING PRODUCTS,INC. �� NY LYNN 35 :J�{`2'�.•KENS••1/��F,��� _1 o.58705 OS/18/15 C NO CHANGE THIS SHEET °`�" '-O • ,il;ELo to to7oTECHNOLOGY DRIVE BOM&EXPLODED VIEW IN '•.FLORtO J.J. 10H7/1t B NO CHANOETHIS SHEET N.VENICpow~ E,fl 3427e m► J. 01/t 8H0 A Removed 3/4' Lass and bead from BOM. P o.eox lace Vin Ho>9z Roller Window tm -/88lShBAt staNAL``�� BF alOm aMc NOKOLOS.FL 347/4 laiNYM b �b A LY 4 ILLER P.E. Jit 8&H241a FLOOA tR 2W I APT$ 6 s 10 5181-2 C P.E.808703 REMOVEABLE NAIL FIN REMOVE I -1.020-1 ABLE FLANGE I 1.847--�{ .o7a 1.250 .083 080 080 1.440 .085 L 174 .085 1.410 4.OW FIXED MEETING RAIL FIXED MEETING RAIL REINFORCEMENT a ODWG#5102 DWG 1X6123 SASH INTERLOCK RAIL RIGID PVC O Al 6005-T6 DWG#.5105 13 RIGID PVC • • 1.547 •••••• Poo •• 1.180 • •• • —+{ .588 •••••• 3Z5p I •' • :.41ARAME � 000010 •• a• DYVG#5116 .57'0 .080 • •••:•• •• •••oiWIDPVC L�T1.180 .085 .085 ••••• • •••�� I 1.022 • • • L Li ''•••• • • :••• SASH INTERLOCK RAIL • REINFORCEMENT SASH SIDE RAIL SASH TOP/BOTTOM RAIL 000000 : •"• 2.375 DWG#5114 O DWG X465137 O DWG#65106 PRonucr RI3Vmsm • . 14 19 22 Al 6063-T6 18 RIGID PVC 21 RIGID PVC �t&Z ap9th lha F1071da �w�l�cexu iB- 17.14. 050 u;ro 1.305 BY Miami M&td .080 .803--J_[ 210 .860 3.250 —►{r-.065 ;. Q�yV LYNN Irni �'�i,� BOX FRAME 2OI.G.BEAD ROLLER TRACK/ANTI LIFT �,ceNSF ..6p DWG#5189 RIGID PVC DWG#5112 U DWG#5136 _ ~ DUAL PVC RIGID PVC u ; SC 0=016 C NO CHANGE THIS SHEET %pQ' 2OF ,070 TECHNOLOGY DRIVE EXTRUSION CROSS SECTIONS w�,`C� F<ORIDP •� � .J.1 10/17!11 B NO CHANGE 7HI$SHEET N.VENICE,FL 34276 / r.R O1/1a�to A ^ � 3stQ�� ed �y� P.o.aQx,cee V/n Hafiz Roller Window,lm ct-resistant ' �S ONAI.E�o OMp Olde NOKOWS,FL 34274 ® �4YbOt guile �� �" Atl'NNOAOA�t,P.E. J,R. O/MW FLCOA�3 Hrrato 1:1 7 a 10 5191-2 C P.E.055705 HEAD,SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF+681-70 PSF OR LESS ANCHORAGE AOR.. - ..._...__..._... WIN HEIGHT(In ®1.ANCHOR T1 3116°ULTRACONS BY ELCO(FO NRY SUBSTRA 24 30,, 36 Lj 42 48 X54J 60 62 2-#10 SM SCREWS,GRADES(FOR METAL AND WO SUBSTRATES) WINDOW ANCHOR MINIMUM EDGE DISTANCE OF 3/8". 'aw (T WIDTH(in LOCATION #OF ANCHORS REQUIREDYPE 1 OR 2) 2.ANCHOR LOCATIONS ARE BASED ON THE DI Head and SIII 2 2 2 2 2 2 2 2 6.61 MAX.ING FROM ALL CONRNERS 24 JAMBS-16.3125°MAX.O.C. Jamb 2 3 3 3 4 4 5 5 HEAD/SILL-16°MAX.O.C. Head and Silt 3 3 3 3 3 3 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR 36 NOTE QUANTITIES USING THE DIMENSIONAL CRITERIA OF Jamb 2 3 3 3 4 4 5 5 4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT Head and Sill 3 3 3 3 3 3 3 3 OPTIONAL FLANGE. • 42 6.FOR INTEGRAL.NAIL FIN FRAME ANCHORAGE,SEE SHEET 1 810. • Jamb 23 3 3 4 4 5 5 •000•• •. ' • • •. Hat and Sill 4 4 4 4 4 4 4 4 6:0000 • 000 48 • • .Iamb 2 3 3 3 4 4 5 5 • 0'" �e oo and Sill 4 4 4 1 4 4 4 4 4 •..."• ' • 5401 ' ' •• _•/ "'Jamb 2 3 3 3 ? 4 l 4 5 5 0000• :so**: • �IldandSill 5 5 5 5 5 5 5 5 • • 60 ...�•� • "'Jamb 2 3 3 3 4 4 5 5 • 0 •• .' •• 7660* o*ad and SIII 5 5 5 ; 5 5 5 5 000000 0• • 'Jamb 2 3 3 3 4 4 5 5 Fu°°"��nD 0• as ooraF4ying%vbh ft PkWa 7 Head and Sill 5 5 5 5 5 5 6 6 ^nIar °x°1�- 12.4. I 72 L>aya�lw�nm4 Jamb 2 3 3 4 4 5 5 °y Miami da p7odud Lon Head and SIII 5 5 5 5 5 5 6 6 w)' 73 Jamb 2 3 3 X JA 4 5 5 LYNtj S LEN No.58705 k SSC OSl78HS C CHANGE MAX HEIGHT IN ANCHOR TABLE ANCHOR CHARTS %fin ' ` E° 4jW 1070 TECHNOLOGY DRIVE .(� �� J.J. '101171111'B NO CHANGE THIS SHEET N.VENICE.R.34Tt5 (C J. 01/18/10FA Added addltbna/anciwrinPormafJon P.o.eoxoaze Wln Horiz Roller Mndow,I aot4"stant '.,S'S�0 �,���,� D NOXOMI£i.Fl.3 , P�: ® 6 e � a` /A L, �yl�E�•P.E. J.R 08111!09 FLCOA rAM MRB10 NTS 8 a 10 5199-2 C 566706 1318,MIN #10 SCREW,SEE 112'MIN.EDGE #10 SCREW,SEE 1/4'MAX.SHIM SHEET 8 FOR SPACING SHEET 8 FOR SPACING --�'� z E 1 1 3t8°MIN. �f 1/4' REMOVEABLE 114° MAx. FLANGE rSHIM SHIM n #10 SCREW,SEE NOTE:INSTALLATION REMOVEABLE U SHEET 8 FOR SPACING 1318°MIN. TO THE SUBSTRATE FLANGE OF 1x OR 2x WOOD REMOVEABLE FLANGE BUCKS TO BE +-- -1/2°MIN.EDGE ENGINEERED BY JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME OTHERS THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD • •••• 13/8'MIN.EMBED 3.5 KSI MIN.CONCRETE —�{EDGE DIST. APPROVED MASONRY • • OR 1.6 KSI MIN.CMU I ••• • ., ANCHOR,S4' v� •••••• 1/4°M4SIO� Imo-- P. •.'.' `4. 4.'.. ••• I: �,. • • • • • .•: P.ti ,,: a e a .... F • •••• s. 'r. 1 3/8'MIN.EMBED •••••• • ,• EDGE DISTANCE ,•A. • • • •• 1/4' •••••• •• MAX. ••••• • • • !: REMOVEABLE 1/4'� SHIM • • •• • •• FLANGE :0000: • • • • •• ;��,i:�!' APPROVED MASONRY SHIM •• ANCHOR,SEE SHEET 8 REMOVEABL E • ;;:° FOR SPACING FLANGE*IEMOAPPROVED MASONRY 1-318°EMBED • •• so•• • •• OR 1.5 KSI MIN.CMU ANCHOR,SEE SHEET 8 3.6 KSI MIN.001-1- •••••• edge • • • FOR SPACING OR 1.6 KSI MIN.CMU EDGE DIST. *0600• •JAM6 W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME me°P�%IthftFUdda I3uildirgCode THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE A;cp—xo I 12.L4d 1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL • If llo °ao NOTES: Miami eProduet 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3118'ULTRACON,EMBEDED 13V MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1'MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 1 3V MLN_ 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'.1x WOOD BUCKS ARE OPTIONAL IF UNIT ` ��apN •,....,.Mi���%,� CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD ` BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. a �ICENSF'•. 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T6 AND A MINIMUM OF 1/8'THICK.THE ALUMINUM STRUCTURAL MEMBER Q SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS,THE ANCHOR SHALL No.58705 BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. _^D'• sC� 05/28/16•aC NO CHANGE THIS SHEET 1070 TECHNOLOGY MNE INSTALLATION DETAILS-BOX/FtANGE FRAME ;^F • �<ORIo�. '���;' i J.7 t7/1tB NO CHANGE THIS SHEET N.VENICE Fl 34278 �//n Horiz.Rotler Window,im act-resistant //ss/C)NA;;F J.R. 01118110 A No chs s this sheet. P 0.egx+s2e are as NOKOMIS,FL 34274 ® e1°'eb� e'1F ass a'"aP^Q "" A LYNN M31ER P.E. J.R 08/19/08 FL COA 028230 l0�10 t:2 9 'P 10 5191 Z C P.E.05SM 411 - 'MIN.EDGE 20")DIA.x 1 1/2"ROOFING NAIL, 1.430"MIN EMBED ©® SEE SHEET 1 112'MIN.EDGE FOR SPACING REMOVEABLE114"1FLANGE MAX.-7 NOTE:INSTALLATION SHIM TO THE SUBSTRATE OF 1 x OR 2x WOOD BUCKS TO BE ENGINEERED BY REIA x 1 112"ROOFING NAIL, OTHERS ©®SEE SHEET 1 FOR SPACING JAMB W/NAIL FIN HEAD W/NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING e• e • • 0000•• 0000 • • e • • • 0000•• MA 0000•• •• •• •• SHIM •0.0• • 0000 i6•i•• REMOVEABLE • • FLANGE ..... T • . :0600• •• •••• (.120")DIA.x 1 1/2"N41.43(r • • • •••••• ©® SEE SHEET 1 FOR SPAC 0000•• • 1/2'MIN.EDGE • • • i • •• • •• 4EMBED�- 0 • • •••. 6 ' SILL W/NAIL FIN PRODUCT REVISED 66 THRU NAIL FIN INTO WOOD FRAMING ""ld ,,:66 menu Florida ) En notion Date - NOTES:®0 M+aml eprod ld Conitol 1.FOR INTEGRAL FIN APPLICATIONS IN MIAMI•DADE COUNTY,USE(.120'DIA.x 1 112" ROOFING NAIL. 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 112"THICK OR +I++I GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING LYNIy 41/ JURISDICTION. `� ��0.• !! 3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM OF 1/S"THICK.THE ,. t\GENSC FP ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN ' THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. No.58705 •a IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. tl �) e� sc o 15 C CHANGED ANCHOR TO.120 ROOFING NAIL INSTALLATION DETAILS-INT.FIN FRAME %T�'• �C ORIDi`. ��, R"o1070 IWOML08YIMME J.J. t0/fl/11 B NO CHANGE THIS SHEET N.VMCE.FL pis :,C S',y v J. 111W10 A corrected nau ra to to 2-ta,added dta.In dectmd P.o.BOx,ea9pff. VIn Horiz Roller Window Im ct-resistant `�,,�QNA1 C'tti,` pwneis prs O'aNiO GYc NOKON4S,FL 342749Y4ul4tlrt enlc Atrt �>a �" 0.LY�UhlllR P.E. J.R. eg m FLCOA Nlt5t0 1: .0 2 10 �10 5191-2 C P.Ese7os