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WS-14-2499Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-225881 Permit Number: WS -11-14-2499 Scheduled Inspection Date: March 19, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: MARTIN, RONNIE Work Classification: Window/Door Replacement Job Address: 9717 N MIAMI Avenue Miami Shores, FL Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Building Department Comments Phone Number Parcel Number 1132060130960 Phone: 954-979-2137 REPLACING 15 WINDOWS AND 1 DOOR WITH IMPACT intractio Passea comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-223365. 9/'� A I Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid March 18, 2015 For Inspections please call: (305)762-4949 Page 8 of 38 2.0� � Miami Shores Village r -� __,�,�-- , Building Department NOV 13 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 B' _ INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 JD /J BUILDING Permit No./IX' y —7 PERMIT APPLICATION Master Permit No. Permit Type: giLD ROOFING JOB ADDRESS: 9 1 i� rn I A -M ► kr, City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1- 32 No -- O l3 — b Gl IoO Ii the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): RyN N I e M HP. -r1 1, Phone#: �5 � 14►— t2-IrL address: 611t-) IJ M I1PI^M 1 A-uC City: f'hi "i 44AJ0 6 State: FbOml jglgT Zip: .315,D Tcnant/L.essee Name: l Phone#: Email: CONTRACTOR: Company Name: _"T_t+r,_qn3r_ 4tt 'Fbm,<A3CZ Phone#: Address: --t% 9O �' ►Y1 B� .R�dy Pll k505 City: ,AT'(fgi'ft State: Zi SlWe Qualifier Name: �1 S l Phone#: — n6 "c99 State Certification or Registration #: G RL Oji-l(e8'�$ Certificate of Competency #: _ Contact Phone#: Email Address: DESIGNER: Architect/Engineer: iib Phone#: Value of Work for this Permit: $ 12 1 A Z Square/Linear Footage of Work: (—)a Type of Work: ❑Addition Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: LN r Poou3 La IJP 7 j M p A c, T Color thru tile: Submittal Fee $ S 0` © Permit Fee $ o') -Q) 0 CCF CO/CC $ Scanning Fee $ Radon Fee $ C�® DBPR $ 0( 0 Bond $ Notary$_Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $- Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approvd and a reinspection fee will be charged. Signature A- .� _'F Signature srll'`'` Owner -T 1 Contractor The foregoing instrument was acknowledged before me this 1— The foregoing instrument was acknowledged before me this day of �Y , 20 LLL, by "k O�Ati S4 V" day of "� 20 U4, by ►E �1�1tOdPlt— who is personally known to me or who has produced y4r5--isp—erson—a11—yTftNtn to me or who has produced As identification and who did take an oath. as identification and who did take an oath NOT Sign: Print: My C APPROVED BY (1 Plans Examiner NOTARY Sign: Print: fn My Commission Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) LIl�!IITED POWER OF ATTORNEY that Row)l � J"ir��S 01 BE IT KNOWN, these presents does make and appomt TfID At ("principal") has made and app mhe Home byt0d, and these At Home Services and/or its agent Dome Services, Inc, d/b/a, true and lawful Attorney -in Fact for Q"h r tw �„»�•p;,,� specific and limited g ses him/her and in his/her name, place and stead, 43: �� y�� only: and all documents reasonably necemarY, including without To execute any limitation any permit applications, for the sole, specific and limited purpose of obtaining a Pe�°'rt for home improvements on behalf of the home drat• Ak. _ �t n _ and for the Property and authority to do and perform all and giving and granting said Attorney -in Fact, full powerspecific and limited every act and thing whatsoever necessary to be done in and about the premises (set out hereinabove) as fully, to all intents anpurposes, as might or could be done if , hereby ratifying and personally present, with full power of substitution andbrevoC done byati�virtue hereof. coming all that said attorney shall lawfully do LJ day of IN WITNESS WHEREOF, /I have hereunto set my hand and seal this 20� Signed, seal d delivered in the presence o Witne �cpal i Witnes STATE OF ell) COUNTY OF -� ) I,Sei4-1��, a Notary Public in and for the State of Florida, do hereby certify that gpAnske_ 4^4,» , who is either () personally known to me, or () who provided r., dam; wo-s as identification, appeared before me this day in person and acknowledged that he/she signed, sealed and delivered the said instrument as his/her free and voluntary authorized for the uses and purposes herein set forth. GIVEN under my hand and official 20-Z L, My commission expizs: POrm it Authorj,7QQJI S-,)r-nR seal this this day of Notary Public B S6TN HOB/�N L9AN�OF70 33, M ownwnia '�"F'F'r ot029 : «w n. � EXP8fM8 ----P- nbw 23, 2016 t -0153 Flontlet��yawce.00m JOB# 7871754 THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET Name MARTIN Opening Location No .. ... .. . . . .. . .. . . . . Location Corner Zone or PRODUCT ACCEPTANCE NUMBER Style PRODUCT APPROVAL APPROVED (+) PSF (-) PSF REQUIRED OPENING DESIGN PRESSURE (+) PSF (-) PSF Window Opening Dimension Wdth IN Height IN MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED 1 4 11-1114.06 SGW 60.00 70.00 40+10 43.40 57 52 N/A NO 2 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 57 52 N/A NO 3 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 52 37 N/A NO 4 4 13-1009.05 SH 60.00 70.00 40.10 43.40 20 26 N/A NO 5 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 38 40 N/A NO 6 4 13-1125.05 PD 60.00 60.00 40.10 43.40 95 79 N/A NO 7 4 13-1009.05 SH 60.00 70.00 40.10 43.40 17 63 N/A NO 8 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 38 51 N/A NO 9 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 39 52 N/A NO 10 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 98 40 N/A NO 11 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 38 51 N/A NO 12 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 57 39 NIA NO 13 4 13-1009.05 SH 60.00 70.00 40.10 43.40 37 37 N/A NO 14 4 13-1009.05 SH 60.00 70.00 40.10 43.40 37 37 N/A NO 15 4 13-1009.05 SH 60.00 70.00 40.10 43.40 37 37 NIANO 16 4 13-1009.05 SH 60.00 70.00 40.10 43.40 37 37 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 %: . .. ... .. . . . .. • • • • • • • • • • • • • • .. . .... . . . . .. .... .. .. . ..... . . ... . •• •• . . . •• •• .... . . .... . PER M IT 4 Miami SIS Villa - APMI -: IDA -M ZONING D BLDG DEPT :< S[lBJBCr7001�1lN�ICBM�INALL!lE�6W.� ��' -„ STA'YEANDOMMMMAEBANOFEMNAnow 1 OF 1 M. 9 WINDOWS DIAGRAM SKEET t9Y1R+ r+�t `+✓I Consd , Date: �► 1 . !k'-/' C e 00 0 O Ca b • • • • • • • • • • FRONT • •• • • • • •• Mote: 4) indicate 9st, 2nd, etc Ftooi�of RUUse at top of4templati •; 2) csea'te outone of house and indicate doors, and rGoens; 3) nwnber the windovrs to be replaced with corresponding manber from Spw Sheet ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLORIDA BUILDING CODE 2010 -ASCE/SEI 7-10 -WIND LOAD TABLES - 970,176 mph -Enclosed Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D WIND PRESSURES IN PSF n�+ 47A uou V91 nCITY - EXPOSURE C WIND PRESSURES IN PSF ,i -7a uou um [S(_1TY - EXPOSURE C Building Roof Slope less than Height 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative Positive Negative z4 & z5 • z4 z5 z4 At z5 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 523 64.6 21-30 47.4 51.3. 63.1 51.7 56.1 69.3 31-40 49.8 54.0' 66.4 54.4tMj7Z.1359.0 41-50 51.8 56.1 69.0 56.675.751-60 52.8 53.4 57.8 71.2 58.478.2 LOCATION EW PLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES GENERAL NOTES: �t4PonfEivrsANo�r ennrNG IHURRICANESHUT'TERS V WOOV& AND 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDPERL FORK Qgg APPUCABLE TOA SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CIT`( 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 BYTHE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. VALUATION having.the size of single family dweMngs. 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous clY spaced prevails in the upwind direction for a distance greater Far building c= 30ft exposure 8 prevails irZthe upwind direction for a distance greater than 1500 R For building 30ft exposure P than 2600 It or 20 times the building hei k w•i "is;rea er�Basedan ti&•FBC- HVHZ use Exposure C when building located in Exposure B Section Z 7.3) -Ogen tanartWs*ejed�bstrucdcns with heights less than 30', open country and grasslands. Exposure C wAt apply when exposure D 5- EXPOSURE C ( . it • • • • . • • • • and B do not apply. • •'Fl6t • 0 0 ai� arjoAter surfaces prevails in tate upwind direction for a dlstenee greater than 5000 ft or 20 times the building 6- EXPOSURE D (Sedbn 19.7.3) - height, whichever is greater 7- BUILDING CONSIDERED ENCLOSED - All glazing shait be impact resistant glazing or protected with animpact resistant covering. 8- UL n MATE WIND *EED !X170 MPH 175 WP•H • • •' • • • 9 -TOPOGRAPHIC FAVFGR K 1 - (FCA1:rERRAI) �e e 10- DIRECTIONALITY F•AQ:0R rg =!65�Wmd QUectle a actor 11=TRIBUTARY AREA: ImOF•. • • • • •. • • • • 12 -EDGE STRIP (a): The smaller of 10% of -ft least horizontal dimehlon or 40% of the Mean rcof heighk but not less than the larger of 4'!0 of the least horizontal dimension or 3L • •• •• • • • • • • 4Z4 r WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE D Building Roof Slope less than Height 10 degrees Roof Slope greater than 10 degrees Positive - Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4. z5 Q-15 44.5 48.2 59.3 48.6 52.8 65.1 •16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 50.2 54.4 66.9 54:8 59.4 73.4 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 54.9 59.4 73,1 60.0 65.0 80.2 51-60 56.6 61.3 75,5 619 67.1 82.9 LOCATION FJWMPLE MEAMI-DADE COUNTY' Roof Stage Lur+i ar -. `,egg . 1-°`411� a<=BWx0.1 ora<=hx0.4 5W less or equal than BL a must not be less than a'. 3 red or a= 0.04 x BW E N 6 C O; Inc. Engineering Services - CA 8116 5595 O Drive 201 DAME - ORIDA 33314 Tel: (954) 85-0304 E-mail: En cc@AOLcam OCT 0 8 2014 PEDRO DE FIGUEIREDO PE52609 NOT VALID W/OUT SEAL 3/6/2012 M IAM I•DADE MIr+u1II-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIROMMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wmv.mismidade.oti/vera/ PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable Mlles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted maturer, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hiah Velocitv Hurricane Zone. : Series 11570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SGD570-01 Rev B, titled "Vinyl SGD", sheets 1 through 13 of 13, prepared by manufacturer, dated 10/11/11 and last revised on 02/04/14, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. See table 2 (sheet 8), table 3 (sheet 9) and table 4 (sheet 9) of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements types, glass types, sill riser (detail sheet 6) and anchors requirements. See sheet (8) for various panels configurations and limitations. 2. Rigid White PVC, Tan (Non-white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA9s) requirements.; :009:0 3. Egress operable doors must comply with min clear width or height per FBC, as app$oubie. 4. Pocket walls under separate approval, to be reviewed by Building official. *ego*: :"' • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, dRy, Site and series and following statement: "Miatni-Dade County Product Control Approved", unless otherwise notes? Nkin. :0. • 9999 RENEWAL of this NOA shall be considered after a renewal application has been filed and 9"e.digs been po s hange in the applicable building code negatively affecting the performance of this product. • • • see ' 9960 • TERMINATION of this NOA will occur after the expiration date or if there has been a rev$fdit8rchange in.the materials, use, and/or manufacture of die product or process. Misuse of this NOA as an endorsemetit of atU2gfiuict, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to• coin�ly with any section of this NOA shall be cause for termination and removal of NOA. : S" 0000 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA N 11-1018.19 and consists of this page I and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 13-1125.05 hpAhil•bAD�tbUN7Y Expiration Date: April 14, 2016 t ► Approval Date: February 13, 2014 1` Page i 9999.. 9999.. 9999. 9999. 9999.. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections (Submitted under files # 11-1018.19/#11-0107.04). 2. Dra-vying No. MD-SGD570-01 Rev B, titled "Vinyl SOD", sheets 1 through 13 of 13, prepared by inanufacturer, dated 10/11 /11 and last revised on 02/04/14, signed and sealed by Lynn Miller, P.E. Note: This revision consists of series changes, addition of Tan & Brown coated PVC and non - sill riser water rating use and limitations. B. TESTS (Submitted under files # 11-1018.19 /#11-0107.04) 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed by Marlin D. Brinson, P.E. (reviewing Engineer). 2 Additional test report No. FTL 6637 (samples A-1 thru A-5) per TAS 202-94, issued by Fenestration Testing Lab, Inc., dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. C. CALCULATIONS (Submitted under files # 11-1018.19 /#11-0107.04) :000:0 1. Anchor verification calculations and structural analysis, complying VAth F'$C-2007, 0000.. prepared by PGT, dated 02/16/11 and last revised on 3-11-11, signed a �d sealed by 9r►6ony L. Miller, P.E. 9 • • • • . 090000 2. Glazing complies with ASTME-1300-02 &-04 0000 .. 0 0000 . .. 0000. D. QUALITY ASSURANCE 0 • • .. 0 0 0 0000 0000 1. Miami Dade Department of Regulatory and Economic Resources (nV). 9 9 9 0000.. .' . 0 . . . 0000.. 0000.. E. MATERIAL CERTIFICATIONS' .. 00000.. 1. Notice of Acceptance No. 10-0420.06 issued to Vision Extrusion Ltd for their "W0h00ffc0 >ftigid 0 PVC", expiring on 09/30/14. 2. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusion Ltd for their "VE 1000 Tan (Non -White) Rigid PVC", expiring on 12/29/16. 3. Notice of Acceptance No. 12-1017.01 issued to Vision Extrusion Ltd for their `Brown Coated (Painted or Laminated) White Rigid PVC", expiring on 09/30/14 4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09, per ASTME-84, ASTMD 1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. •,in�� . Ishaq 1. Chanda, P.E. Product Control Examiner N©A No 13.1125.05 Expiration Date: April 14, 2016 Approval Date: February 13, 2014 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E, MATERIAL CERTIFICATIONS (continue): 5. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ®", expiring on 01/14/17. 6. Notice of Acceptance No.11-0624.01 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer", expiring on 12-11-2016. F. STATEMENTS 1. Statement letters dated NOV 14, 2013 of compliance to FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, RE 2. Statement letters dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. (Submitted under file #11-0107.04) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises #11-1018.19 (# 11-0107.04), expiring April 14, 2016. 2. PGT e-mail dated 02/04/2014 and 11/23/11 by Lynn Miller, P.E. confirming extent of revisions. 3. Test proposal # 10-0767, dated 08/25/10 approved by BCCO. 4. Test verification calculation dated 07/30/10, prepared by PGT, Anthony L. Miller, P.E. •090.0 E4 � �, 2 shaq 1. Chanda, P.E. Product Control Examiner NOA No 13-1125.05 Expiration Date: April 14, 2016 Approval Date: February 13, 2014 E-2 ...... . ...... .... . ... ..... ...... .... ..... 9 . • .... .... ...... •90.0•• • • • • 0000•• ••.••- • • • •0000• •• • 0000 • • E4 � �, 2 shaq 1. Chanda, P.E. Product Control Examiner NOA No 13-1125.05 Expiration Date: April 14, 2016 Approval Date: February 13, 2014 E-2 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS] 2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIORk T=TEMPERED, HS=HEAT STRENGTHED, AN -ANNEALED, SG=.090 DUPONT SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASO PLUS). PVB=.090-DUPONT BUTACITE PVB: PREVIOUSLY KNOWN AS THE 2870 SERIES. GLASS TYPE A: 3118" HS GLASS +.090"80 INTERLAYER + 3118" HS GLASS + 7/18" AIR SPACE + 3/16" T CAP GLASS TYPES: 3/16"SHS GLASS + .090" PVB INTERLAYER + 3/18° AN GLASS + 7/18" AIR SPACE + 3/16" T CAP 3118` IHg GLASS - GLASS TYPE C. 3118" HS GLASS + .090" PVB INTERLAYER+ 3110' AN GLASS + 9/16" AIR SPACE WITH HEAT -MIRROR FILM + 3/18" T CAP 3116' HS GLASS — APPROVED BACKBEDDINGS ARE GE 7700 AND DOW -CORNING 995. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS: DUPONT.owAEM' 1/4' ELCO ULTRACON OR 1/4" ELCO CRETEFLEX. SEE TABLE 1, SHEET6 FOR DETAILS. SENTRYOLASO 711(• w 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X NOM INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND 718' i Q INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. w� . n 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 301/ FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBC. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1, SHEET 6. PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) SHUTTERS ARE NOT REQUIRED. 10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. MAXIMUM OF (8) EIGHT PANEL CONFIGURATION FOR FRAME HEIGHTS UP TO 98" OR (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 98" AND UP TO 12(r. 11) REFERENCES: TEST REPORTS FTL-6337 & 6338; EXOVA-10-002-792(A) & 10.OD8-10231; CAMBRIDGE 535753.09; ELCO ULTRACON PER CURRENT NCA; ELCO CRETEFLEX PER CURRENT NOA; VISION EXTRUSION, LTD: WHITE RIGID PVC PER CURRENT NO& VE 1000 TAN 202 AND LIGHTER SHADES (NON-WHITE) RIGID PVC PER CURRENT NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC PER CURRENT NCA; ANSVAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL DESIGN PRESSURE RATING I IMPACT RATING VARIES, LARGE & SMALL SEE SHEETS 8 & 9 MISSILE IMPACT 1-1/18' NOM. 7/18' AIRSPACE 3/18•AN GLASS 3118• HS OLASS - INT.► DUPONT4EXT. .090•PVB — .- 3/16.7 GLASS 7118• — NOM 716" GLASS - 1-1118• NOM. - 7118•AIRSPACE NOTE: BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. INT.► +- 3/16'TGLASS --PAINTED/LAMINATED SURFACE (DASHED LINES) GLASS TYPE °4" LAMINATED GLASS TYPE "B" SG LAMINATE, SURFACE PVB Ll1MINATE, INSULATED GLASS (DASHED LINES) INSULATED GLASS 1.3!18' NOM. 9116' AIRSPACE 3118• AN GLASS 3116• HS GLASS - DRAWING MAP tAL NOTES .......... I JG DETAILS ......... 1 TIONS .................. 2-4 SECTIONS ......... 5 SECTIONS ........... 6 d PRESSURES...." SIONS.................10 LIST....................11 3URATIONS........12 TYPES..... •..........13 DUPONT.OW PVS PREVIOUSLY KNOWN AS THE 2870 SERIES. 3118'TOLASS 7/18• NOM I I I ��N( LYNN y/.. PAINTED/ LAMINATED fRl1•UL.T kFVIQ%W �u�'� 16e RoAdt GURFACE (DASHED 6D L_IHEs) wiIA Aew*u owe SITES PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2, SHEET 8. i 37 tsq>t,R„n oMr�a f 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH. WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE. I 12) THE 2770 SERIES USES A EITHER A PVB OR SENTRYGLAS, (SG) INTERLAYER. UNITS GLAZED WITH GLASS CONTAINING SO INTERLAYER WERE PREVIOUSLY KNOWN AS THE 2870 SERIES. INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE I I I ��N( LYNN y/.. SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B OR C, USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN�- PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2, SHEET 8. No, 56705 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH. WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE. _ = % Oi +� `� w� 3) CHOSE WHICH ANCHOR OPTION (A -D) IS MOST APPLICABLE. ANCHORS ARE V*INSMIY TA6LFs1, SHEET 6• ' ��' P ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDQE DISTANCP. • 4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4, SHEETS 8 & 9). VERIFIWT TH& sE%JltCD IrStIN . ST TE Z �, �` • ,F(ORIO? • �� r070TECHNOLOOroR1VE N. VENICE, FL 30278 • • PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. • • • • • • • ON SHEETS 2-7. • • • • • • • • • ?' `S'S/ANAL E ��` • • �/ NRa MBox 1 0 34274 5) INSTALL AS PER THE INSTRUCTIONS AND DETAILS r r ``��0 A LYII11111�ILLtrc, P.E. 8) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. P.EA68706 I CERT. 0FAV7fL 89288 • ••• • ••• ••• ••• • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPE"C" PVB LAMINATE, INSULATED WITH HEAT -MIRROR FILM GLASS ReNsetler. Oelat ReYhVax J.J. 10/11/11 FBC 2010 CODE aev WBr.' 09W Ravtslon: J.R. 11/05/13 RENAMED 2870 Os Dr. GENERAL NOTES & GLASS TYPES J ROSOWSKI Tax OW VINYL SGD INSTALLATION GUIDELINES 1/18/10 SmlaslMadet• Soa79: Sheet DaA9•No. Rev: 570/2770 NTS 1 OF 13 MD-SGD570-01 B 2 -TRACK CONFIGURATIONS I� B IHiII S' MAX. MAX . DErAa E ANCHOR ANCHOR LOCATIONS FOR DETAL A LOCATIONS FOR 4EXT.i BYPASS (EXT. POCKET CONDITIONS. CONDITIONS. 21.8' ' ANCHORS INTO MAX. 17 MAX O.C. P -HOOK O.C. APPROX. V. NONSTRUCTURAL�•�- MEAD &BILL) I I 1 ANCHOR @ CENTER 1 ANCHOR CET ABLE DETAL 81 EACH PANEL SEE TABLES DETAL d1 EACH PANELLSEE TABLES EXT. ONSHEETS8&8. EXT♦ ON SHEETS 8&9. - 3219• MIN.O.C. 2 ANCHORS @ CENTER OF 2 ANCHORS @ CENTER OF �TAL B2 EACH PANEL SEE TABLES ON pETAI G2*ONSHEETBB&G. EACH PANEL SEE TABLES SHEETS 8&9. EXT. EXT.. 4• M1N. O.D. 4' MN. O.C. 3219• MIN. O.C. CLUSTER OF CLUSTER OF ANCHORS @ STILE ANCHORS @ STILE DETAIL 1 INTERSECTIONS. DETAL INTERSECTIONS. SEE SEE TABLES ON TABLES ON SHEETS B&& SHEETS 8 & B. EXT.. •.: 4' MIN. O.C. 4' MIN. O.C. 4' MN.O.C. DETAL C2 CLUSTER OF B CLUSTER OF 5 ANCHORS ANCHORS @ STILE @ STILE INTERSECTIONS. 2.376' TYP. INTERSECTIONS. DETAL SEE TABLES ON SHEETS SEE TABLES ON. S&S. EXT; .. SHEETS 8&8. 3.219'MIN.O.C. — 4'MIN. O.C. 8. MAX 8' MAX O END OF ATTACHED JAMB - (To JAMB 1 ANCHOR @ 1 ANCHOR@ '� SILL ENDS. EXT.. HEAD ENDS. fIOTE SEE TABLE 1, SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. BY OTHERS (UNDER SEPARATE APPROVAL) 8` MAX, (HEAD &881) `\\LYNN /// ReWaedBy. Dots RevlWax 1.12 JAMBLCENS Fi J.J. 10/11/11 FBC 2010 CODE Q',• F ' •. 'P RnftdW. Gats R.Wmc 1.000• .* • • . _ No. 58705 ` J.R. 11/05/13 CORRECT DLO 1x75 rn•mw ANCHOR LOCATIONS (2 TRACKS) J ROSOWSKI EXE.. .1w' • •: : : : '��-A''•. r' Q/. ST2q E F� �� 10707EG1NOLOOYDRNE 76e: —+ �T� • • • • • •• �`�+ '•.OR)DP.•'G\?: MVI 8 VINYL SGD INSTALLATION GUIDELINES 11/18/10 • : • 8 aeL wEEPHOLE PATTERN @ 24° O.C. WEEPHOLE PAhfRN (@ STEL EN�9G a/iNNNMneEli?A.E CERMOPAM NOKOMIS,FL34274 s 1 a5 570/2770 NTS 2 OF 13 MD- JIB B P"68705 • ••• DAriIOtITOPENINO(DLO) FORMULAS �y ••• WIDTtt PANEL WIDTH -8-8/18' mTAL 81 DETAL B2 DETAL D HEIGHT: PANEL HEIGHT -&911W GHEE GHEE THIS THIS PANEL HEIGHT - FRAME HEIGHT -2.5' PANEL WIDTH DAYLIGHT - • • OPENINO WIDTH • • • DETAIL DAYLIGHT OPENING • / SHEET HEIGHT PETAL E •• • THIS SHEET • x OR 10, x •• PANELTYPE PANELTYPE DETAIL 1 ETM2 SHEET SHEET ••• a DETAIL 3 a PANEL HEIGHT DLO • aHEET • • 1 L DETAIL / SHEET ) INTERLOCK 1 BHOYlN GOF SOF EL ANE 8' MAX P L • • • (@ HEAD • • &SILL) • • • 6' MAX., •• �. (HEAD&SILL) • • DETAIL OZ •• PETAL G1 DETAIL 1 _ E DETAIL F THIS SH • SHE THIS w LH2 nWBUCTki ViWD r eeApITio3 w11h the Florwd _ C3+I ANCHOR CONFIGURATION SHOWN: R CONFIGURATIONSHOWN;AA1egl�oer _ (SEE APPLICABLE OP B"WiRseDde No - Z C S Lsetniloe oeu4-1 11VI-7 (SEE APPLICABLE DP TABLES 2, 3 O 4) TABLES 2,3 OR 4) NOTES: de 1) FOR CONFIGURATIONS, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TABLE 1 SHEET 8. 3) DAYLIGHT OPENING (DLO) FORMULAS: WIDTH: PANEL WIDTH - 59118' HEIGHT: PANEL HEIGHT -89/15' `\\LYNN /// ReWaedBy. Dots RevlWax 1.12 JAMBLCENS Fi J.J. 10/11/11 FBC 2010 CODE Q',• F ' •. 'P RnftdW. Gats R.Wmc 1.000• .* • • . _ No. 58705 ` J.R. 11/05/13 CORRECT DLO 1x75 rn•mw ANCHOR LOCATIONS (2 TRACKS) J ROSOWSKI EXE.. .1w' • •: : : : '��-A''•. r' Q/. ST2q E F� �� 10707EG1NOLOOYDRNE 76e: —+ �T� • • • • • •• �`�+ '•.OR)DP.•'G\?: MVI 8 VINYL SGD INSTALLATION GUIDELINES 11/18/10 • : • 8 aeL wEEPHOLE PATTERN @ 24° O.C. WEEPHOLE PAhfRN (@ STEL EN�9G a/iNNNMneEli?A.E CERMOPAM NOKOMIS,FL34274 s 1 a5 570/2770 NTS 2 OF 13 MD- JIB B P"68705 • ••• • ••• ••• ••• • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 -TRACK CONFIGURATIONS W MAX. DETAIL ••• ANCHOR 4EXT. , MAX LOCATIONS FOR 9&9, EXT. PomET CONDITIONS. 8' MAX. • ANCHORS INTO 12' MAX. O.C. ATTACHEDJAMB pET P-HOOX. LOCATIONS FOR SILL ENDS 1 ANCHOR • • CENTER OF EACH DETAIL B1 PANEL. SEE TABLES EXTV ONSHEETSS&9. • CONDITIONS. 2 ANCHOR • .75, CENTEROFEACH • 67,1 O.C. PANEL. SEE TABLES EXT,, ON SHEETS 8&9. 3218• MIN.O.C. CLUSTER OF ANCHOR @ STILE DETAIL INTERSECTIONS. OR'f SEETABLESON • SHEETS 8 & 9. ••• 4' MIN. O.C. 4' MIN. O.C. PANEL. SEE TABLES EXT.W, CLUSTER OF 5 4' MIN. D.C. ANCHOR @ 4.76' STILE O C INTERSECTIONS. ON SHEETS 8&9. SEE TABLES ON __ ..V ..,.. SHEETS 8&9. DETAIL (i2 3218' WN. O.C. • 8' MAX (TO END OF • ATTACHED JAMB DETAB. D • • 1 ANCHOR @ EXT.7' ' HEAD ENDS. O 1) FOR CONFIGURATIONS, SEE SHEET 12 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TABLE 1 SHEETS. 3) DAYLIGHT OPENING (DLO) FORMULAS: WIDTH: PANEL WIDTH -8.9/18' HEIGHT: PANEL HEIGHT -&511(' 4) PANEL HEIGHT a FRAME HEIGHT -28' APPROX. 8, NON-STRUCTURAL (HEAD&SILL) I I 4' MIN. O.C. CLUSTER OF 3 DETAIL ANCHOR @ STILE INTERSECTIONS. SEE EXT!I TABLES ON SHEETS 8 & 8. 3.218' MIN.O.C. POCKS BY OTHER (UNDE SEPARA APPROV 4' MIN. O.C. DETaL H2 ••• CLUSTER OF B ANCHOR ••• (9T STILE INTERSECTIONS. MAX SEE TABLES ON SHEETS 9&9, EXT. OETNLE 8' MAX. — ANCHOR 4EXT. ATTACHEDJAMB pET 1 ANCHOR C{$ LOCATIONS FOR SILL ENDS EXT.'S' • • • BYPASS • • • • CONDITIONS. 21.8• • / • •- •L MAX. • j O.C. PANEDAYLIGHTOPENINGHEIGHT ••• • • • 1 ANCHOR Q ••• CENTER OF EACH DETaL Cil PANEL. SEE TABLES EXT.W, ON SHEETS 8 & 9. 4' MIN. D.C. 2 ANCHOR OOENTER OF DETAtl. Cit EACH PANEL. SEE TABLES ON SHEETS 8&9. „•, (HEAD&SILL) I I 4' MIN. O.C. CLUSTER OF 3 DETAIL ANCHOR @ STILE INTERSECTIONS. SEE EXT!I TABLES ON SHEETS 8 & 8. 3.218' MIN.O.C. POCKS BY OTHER (UNDE SEPARA APPROV 4' MIN. O.C. DETaL H2 ••• CLUSTER OF B ANCHOR ••• (9T STILE INTERSECTIONS. 2378' TYP. SEE TABLES ON SHEETS 9&9, EXT. 3219' MIN.O.C. 8' MAX. — (TO END OF ATTACHEDJAMB pET 1 ANCHOR C{$ SILL ENDS EXT.'S' • • DETAIL A DETAIL B7 DETAR DETAIL BZ DETA3. C2 OET- D THI_STB_ TR39HE THI89HE THI89 TH193HEE THIS (HEAD&SILL] --) 1'— DeraL O1 DErAIL H2 THIS9 THIS SHEE �J C8+1 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE OF TABLES 2.3 OR 4) PATTERN @ 24" O.C. LYNN...1�(��pi�i ``Q��`�.•'�,\CENSE •'•F'P ' No. 58705 ' _nST� •: SZONAL A.iM ta" P.E. • ••• • ••• ••• ••• • • • • • • • • • • • •• • • / • •- •L •• • j PANEDAYLIGHTOPENINGHEIGHT ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (HEAD&SILL] --) 1'— DeraL O1 DErAIL H2 THIS9 THIS SHEE �J C8+1 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE OF TABLES 2.3 OR 4) PATTERN @ 24" O.C. LYNN...1�(��pi�i ``Q��`�.•'�,\CENSE •'•F'P ' No. 58705 ' _nST� •: SZONAL A.iM ta" P.E. • ••• • ••• ••• ••• • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l .m. (@ HEAD & SILL) -- W MAX.. DETAIL 1 DETAIL (HEAD&SILL) THIS THI93 THIS C3+2ANCHORCOI•FIGURATt N SHOWN; (SEE APPDCADP TABLES 2, 30R 4)) 1070TECHNOLOGYURWE N. VENICF, FL 34275 P.O. BOX 1529 NOKCMIB, FL 34274 CERT. OFAUTH. XMS WEEPHOLE PATTERN @ SILL ENDS ReeLWBr. I Gale:R.W-' J.J. 10/11/11 FBC 201 J.R. 1 11/05/13 1 DETAIL E 17499UCf M,do - cgMlrfdWe pawn ff/54 , H ANCHOR LOCATIONS (3 TRACKS) I J ROSOWSKI IVINYL SGD INSTALLATION GUIDELINES 111/18/10 1 570/2770 I NTS 1 3 OF 13 I MD-SGD570-01 I B 4 -TRACK CONFIGURATIONS APPROX. 8', NONSTRUCTURAL (HEAD & SILL) 8' MAX. DETAIL A ANCHOR - LOCATIONS FOR /EXT POCKET " CONDITIONS. - ANCHORS INTO 12• MAX. O.C. 4EXT. P -HOOK 8' MAX. DAYLIGHT DETa4 E ANCHOR 4EXT. DETAIL SHEET - - LOCATIONS FOR BYPASS • - CONDITIONS. 21.8` PANEL TYPE PANELTYPE MAX. PANELTYPE PANELTYPE / POCKET BY / OTHERS I O.C. 2 BHEET Er 8HEE7 DETAILG IANCHORQ 1 ANCHOR @ CENTER OF EX7'.>r CENTER OF EACH DETAIL 1 EACH PANEL SEE PANEL SEE TABLES TABLE3 ON 9HEET8 6 & 8. FXf.'•' ON SHEETS 8 & 9. 2ANCHORSLA CENTEROF 4'MIN. O.C. 4.78' EACH PANEL. 2 ANCHORS @ CENTER OF DETAIL 82 O.C. SEES � EXT!► EACH g 8 & BE TABLES f ONEXT.v 8&S. 3218' MW.O.C. 3218' MIN. O.C. CLUSTER OF 3 DETAR ANCHORS Q STILE CLUSTER OF 3 EXT.v INTERSECTIONS. ANCHORS® STILE SEE TABLES ON INTERSECTIONS. SEE SHEETSS&8, DETAIL 1 TABLES ON SHEETS B&8. ` 4'MW.O.C. 3218'MW.O.C. 4• MIN. D.C. 4` MIN. O.C. CLUSTER OF DETAIL ANCHORS @ STILE CLUSTER OF 5 4.70• INTERSECTIONS. ANCHORS 0 STILE O.C. SEE TABLES ON 2.37E TYP. INTERSECTIONS. SHEETS 8 & S. SEE TABLES ON DETA0.� SHEET88&8. EXT:•' 3.218'MW. O.C. 3218'MW.O.G. 0' MAX, 8' MAX (TO END OF (TO END OF ATTACHED JAMS DETAIL ATTACHED JAMB EXT.v 1ANCHOR ® DETALL 1 ANCHOR @ SILL ENDS. HEAD ENDS. Exr.� NOTES: 1) FOR CONFIGURATIONS. SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, 9EE TABLE 1 SHEET 8. 3) DAYLIGHT OPENING (CLO) FORMULAS: WIDTH: PANEL WIDTH - 88110' HEIGHT: PANEL HEIGHT -8. W 4) PANEL HEIGHT - FRAME HEIGHT -2.8' �T DETAIL DETAIL C2 TNf9 � THIS aL T DETAR BZ DETAIL THt39 THIS 71 ------------------- DAYLIGHT OPENING WIDTH DETAIL SHEET • 'X' 'X' OR'O' PANEL TYPE PANELTYPE PANELTYPE PANELTYPE / POCKET BY / OTHERS I DErAnErAIL BHEET 2 BHEET Er 8HEE7 (U BE NDER / PARATE /APPROVAL) / _ )> �y OF /�/� PANEL INTERLOCK SHOWN DETAIL 6 SHOWN / CV�I INTERLOCK SHOWN DAYLI( OPENINGNG I HEIGHT <\�I qOF PANEL DETAIL G1 OET H2 T103 TRIS C0+1 ANCHOR �CONFIGURATION SHOWN; (SEE APPLICABLE DP TABLES 2, 3 OR 4) 8 1 ITaT HEAD �f MAX. DETAILH DETAR (HEAD&SILL) 7F9S THI88 DETaL F �� THIS S C3+2 ANCHOR CONFKRURATION SHOWN: (SEE APPLICABLE OP TABLES 2, 3 OR4) PATTERN @ 24" O.C. '��'.••vcENSE'••.P,p '. ` * ' No. 68705 STA F �`�pQ'•. FLORIOP••�G�� ••r'atOrNi lA#L7 RPE. P.E.0687(16 • ••• • ••• ••• ••• • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WEEPHOLE PATTERN @ SILL ENDS Ralf-dW. I VaW I RevOM 10/11/11 IFBC201000DEJ ReKaodB1: DefeoI Po&be J.R. 11/05/13 1 DETAIL E ® ANCHOR LOCATIONS (4 TRACKS) r yqt$dp w!• Us F%d& copn"4Dats J ROSOWSKI 1070TECNNOLUBYORNE M, Defer A! VENICE, FL 34276 VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O BOX 1618 NOXOM , FL 54274w�eet Dnwlr•" Ratir � OFAU ,, 570/2770 lo*No'T*S 4 OF 13 MD-SGD570-01 B DETAIL 1 INTO MASONRY CONCRETE(CMU TYP•AIICHORTYPE, EMBEDMENT AND EDGE PER ANCHOR DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 REQUIREMENT EDGE DISTANCE 1 °. •- ., .. b *'. NONSTRIICTURAI. 1 T ANCHOR 40 EMBED•'.l . MEM',e" .. _ '. a• - :a • �OP110NAL� POCKET P -HOOK FOR STANDARD SCREEN LOCKSTILE3, EXTERIOR ASTRAGALS, 15 FIXED AND Data 11/05/13 HORIZONTAL RAO.$ HORIZONTAL INSTALLATION DETAILS J ROSOWSKI SEE NOTES FOR 3&S BELOW 28 INTERLOCKS NTS ONLY Orew&pNw MD-SGD570-01 � D 2X WOOD SUCKSTRIP OR FRAMING, SEE NOTE 4, SHEET 1 EDGE DISTANCE LOCKSTILE PANEL WIDTH 1!4' MA). -y T --P EDGE m DISTANCE TYANCHOR TYPE, 2.3)6' ROW P. SPACING EMBEDMENT AND EDGE ISTANCE PERSUBSTRATE, SEE TABLE 1, SHEET 6 EDGE DISTANCE gr EMSEOFFF TYP. ANCHOR TYPE, EMBEDMENT 2X WOOD BUCKSTRIP AND EDGE DISTANCE PER SUBSTRATE, OR FRAMING, SEE SEE TABLE 1, SHEET B NOTE 4, SHEET 1 DETAIL 2A ASTRAGAL ASTRA13ALADD-ON (�J� 3ASTRAGAL AO"N REINF. ^ 010 X 2-1tY SMS REINFORCEMENT SCREW; 6 //�� PERASTRAOAL, Ong AND DETAIL 2B DETAIL 3 1X INTERLOCK IMBUCK O MASONRY T WOOD 3TRW, SEE REQUIRED IF DOOR 1X BUCKSTRIP NOTE 4, SHEET 1 HEIGHT IS OVER 33' OONCRETEICMU PER ANCHOR 9 REQUIREMENT 1— _.1 EMBEDMENT -QJ --"j EXTERIOR SIJ - ASTRAGAL 'D Q -- - PANEL WIDTH - DOOR FRAME WIDTH DOOR FRAME WIDTH OSXWSMSREINFORCEMENT q SCREW, 3 PER RAO, LOCATED AT CENTERLINE AND W FROM ENDS (FACTORY INSTALLED) FIXED PANEL CLIP AND ANCHORS, SEE DETAIL SHEET 7 FIXED STILE PANEL WIDTH DETAIL 3 INTO WOOD INTERLOCK L- _ d 1 TYP. ANCHOR TYPE, EMBEDMENT S AND EDGE DISTANCE PER 16 SUBSTRATE, SEE TABLE I, SHEET 6 UIJ EDGE {� �� DISTANCE f•�- 114• MAX. TYP. ANCHEDGE DISYPE,TANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEETS EDGE P ' • DISTANCE 8 . •. 23/6' ROW SPACING —i rAovurrrsv"a EMBED- MENT MBE0. •Yi Ne tlMd4 IIL (r§I EMBE 1 f3-1lzJ^CS CY)NORETEJCMU • PERANCHOR II REQUIREMENT -►{ F� 11W MAX. DETAIL 3 INTO MASONRY EMBED- ,-�_ 04. MENT MAX 7— I O OPTIONAL ®P -HOOK REINF. - PLATE (12- LONG,@ PANEL MIDSPAN ® 0 PLATE POCKED. EXTERIOR 010X144 P44OCK (6)@2-&WD.C. DETAIL INTo W000 STANDARD SCREEN Q—�H1'I EXTERIOR DETAIL 2 15 INTERLOCK L- _ d 1 TYP. ANCHOR TYPE, EMBEDMENT S AND EDGE DISTANCE PER 16 SUBSTRATE, SEE TABLE I, SHEET 6 UIJ EDGE {� �� DISTANCE f•�- 114• MAX. TYP. ANCHEDGE DISYPE,TANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEETS EDGE P ' • DISTANCE 8 . •. 23/6' ROW SPACING —i rAovurrrsv"a EMBED- MENT MBE0. •Yi Ne tlMd4 IIL (r§I EMBE 1 f3-1lzJ^CS CY)NORETEJCMU • PERANCHOR II REQUIREMENT -►{ F� 11W MAX. DETAIL 3 INTO MASONRY EMBED- ,-�_ 04. MENT MAX 7— I O OPTIONAL ®P -HOOK REINF. - PLATE (12- LONG,@ PANEL MIDSPAN ® 0 PLATE POCKED. EXTERIOR 010X144 P44OCK (6)@2-&WD.C. DETAIL INTo W000 NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION & SPACING. 3)SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS 4) CONTINUOUS ANCHOR PLATE, REM Oe, IS REQUIRED ATALL FRAME ANCHOR LOCATION. 8) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR 6 L.rte_ THEIps, •0.R�clM�urTHs FREPORTS FQR ®TACT DOREMSI01L4.• t=WdFE:O WST:• ••9 ..: 0000 ••• : 1111) J.J. 10/11/11 FBC 2010 CODE �� I LYNN /// oN �.� • ��! '�, `� al,.•GENSF •'•;F� �� .� Q ; .•. ,k No. 56705 _ y �� .'� '•, STA E ` 11O�'•.,•F�ORIOp`.•': Gi�� ,c�` •: 'SS;ON�A��lI�`� A. LI�t�IN unrFR P.E. PE.O63'T06 RerBMBr: J.R. Data 11/05/13 RPP= N/A THIS SHEET HORIZONTAL INSTALLATION DETAILS J ROSOWSKI 1070T ENIVA FL "P.O0�� 6 NPOUCOM78 FL 34274 TI VINYL SGD INSTALLATION GUIDELINES Ogg 11/18/10 Swtec 570/2770 NTS S6eeh 5 OF 13 Orew&pNw MD-SGD570-01 Rev: I B CERT, OFAM. • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL 4 IMO MASONRY 1X BUCKSTRIP TYP. ANCHOR TYPE, EMBEDMENTAND MIN. 2.7 KSI CONCRETE @ EDGE DISTANCE PER SUBSTRATE, HEAD PER ANCHOR SEE TABLE 1, SHEET 8 REQUIREMENT, SEE 2.3fir y TABLE 1. SHEET 8 RDW � EDGE _ SPACING DSTANCE "� EDGE y . DISTANCE EMBED -''.o_ U1, n c II WOOD Substrate Anchor BUCKSTRIP, Min. Edge ••• SEE3 SILL RISER VARIES Embedment NOTE 4, SHEET 13f8° FOR WITH REQUIRED P.T. Sougetm Pine LOCKSTILES, 1.117 Q ASTRAGALS, (TERIOR • FD(EDSTB.ES AND HORIZONTAL • • • RAILS DETAIL 4 INTO WOOD TYR ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 29/8' SPAROW CINQ EMBED - ENT �1l4• MAX 98X 3f4• SMS REINFORCEMENT SCREW; 7 PER STILE, LOCATED AT CENTERLINE MID 8", 8' & 1r FROM ENDS (FACTORY INSTALLED). DETAIL 4 IMO MASONRY TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET B y3° EDGE ROW DISTANCE SPACING • � 1 in MAX. TABLE 1. ANCHOR TYPES: DETAIL 4 TYP. ANCHOR TYPE, EMBEDMENT AND I IMOALUMINUM EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 8 �I EDGE 11W MIN. 6063.76 I DISTANCE ALUMINUM SUBSTRATE l� l� 8 METAL SUBSTRATES TO BE PROPERLY DESIGNED TO TRANSFER LOAD IMPOSED ON THEM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PERSUBSTRATE, SEE TABLE 1, SHEET 8 1S GA STEEL STUD OR A38 STRUCTURAL STEEL Type Substrate Anchor Minimum Min. Edge ••• SILL RISER VARIES Embedment Distance 912 Sheol Metal Sam (G5) 13f8° 314' WITH REQUIRED P.T. Sougetm Pine V4" Eko U11reCdr 1.117 1-3f4` ® (80-.55) • POSITIVE DESIGN • • • V4" Eloo Crete -flex SS4 1412" I-Sw A PRESSURE, SEE TABLE FRAME 8.126' t/2' N.A, Es SE 38.8 912 Sheet Metal Screw (G5) 1898 (0.0461' SHEETS S & 6. 10 HEIGHTPANEL A38 Steel 912 Sheet Metal Some; (GS) lgga (MG451') 112' iii P.T. Southam Pine (80 -.85) 912 Wood Screw (06) SEE TABLES 314° HEIGHT Concrete (min. 2.7 kan BELOW 1.3/8° 1" 2,3&4 114" Eloo Crete -Flex 864 1.314" 1• C ttngrouted CMU, Jamba Cnty V4' Elco UI1reCon 17 1' • HFEtGHIT V4" Elco Crete -Flan 084 1-114" 1314' • Concrete (min 2.7 ken 114• Elco U IImCon 1-w 24/r D Conwats (min. &S5 ken 1!4" Elco CfelaFlex 884 1314• 458' • Unamuled CMU, Jamba Only lf4• Elco U ltmCon 1-V4• 2-11r {A8'IM G80)V4" In' RISER • 1 1.114' 2-1/2" I ( 3.1 RISE 12" RISER a 4 44 UUU RISER DETAIL 4 IMO MASONRY TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET B y3° EDGE ROW DISTANCE SPACING • � 1 in MAX. TABLE 1. ANCHOR TYPES: DETAIL 4 TYP. ANCHOR TYPE, EMBEDMENT AND I IMOALUMINUM EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 8 �I EDGE 11W MIN. 6063.76 I DISTANCE ALUMINUM SUBSTRATE l� l� 8 METAL SUBSTRATES TO BE PROPERLY DESIGNED TO TRANSFER LOAD IMPOSED ON THEM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PERSUBSTRATE, SEE TABLE 1, SHEET 8 1S GA STEEL STUD OR A38 STRUCTURAL STEEL Type Substrate Anchor Minimum Min. Edge ••• Embedment Distance 912 Sheol Metal Sam (G5) 13f8° 314' P.T. Sougetm Pine V4" Eko U11reCdr 1.117 1-3f4` • • • (80-.55) • • • • • V4" Eloo Crete -flex SS4 1412" I-Sw A Aluminum, 6863.76 min 912 Sheol Ment Screw (05) 8.126' t/2' Steel Sled, Or. 33 min. 912 Sheet Metal Screw (G5) 1898 (0.0461' V2' A38 Steel 912 Sheet Metal Some; (GS) lgga (MG451') 112' B P.T. Southam Pine (80 -.85) 912 Wood Screw (06) 1.3/5" 314° Concrete (min. 2.7 kan 1/4• Elco UD(mOon 1.3/8° 1" Conmate (min. 3.35 ken 114" Eloo Crete -Flex 864 1.314" 1• C ttngrouted CMU, Jamba Cnty V4' Elco UI1reCon 1-U4° 1' • (ASTM C-" V4" Elco Crete -Flan 084 1-114" 1314' • Concrete (min 2.7 ken 114• Elco U IImCon 1-w 2-12• D Conwats (min. &S5 ken 1!4" Elco CfelaFlex 884 1314• 2-1)r • Unamuled CMU, Jamba Only lf4• Elco U ltmCon 1-V4• 2-11r {A8'IM G80)V4" Eloo Crete -Flex 884 1 1.114' 2-1/2" NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM 08, IS REOUIREO ATALL FRAME ANCHOR LOCATIONS. 6) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. EDGE DISTANCE SUBSTRATE f� L� Hg I DETAIL 4 INTO STEEL METAL SUBSTRATE DETAILS SHOWN FOR HEAD (SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL. EXCEPT POCKET JAMB) tRdDUCT 11CYLtiED w aeePNy� tts lbrKs lial•u4 ��l�G 6><fM+Boe?eea .c LaAJ lel - Lea Ls! `�� y LYNN 2j� ��ii ,... .. oRolrras �. oN .• k J.J. 10/11/11 FBC 2010 CODE 114• , _ : d . • • NEEDED. �^ 114• \� 'l`2" 01`lsE '•.. MAX. •Et EOMENi, °, 4 SEE MBE MEt MAX, �.. �. .••,* RevbadBY Da(a: Pzvbbw o SHENOTET s, �c t No, 58705 d . w MHN 2:71(1 SHS 1 J.R. 11/05/13 /A THIS SHEE CONCRETEH DauMPBon+ omwear. FJJOE — E�E SILLPERANCHOR ORFRAMING.SSfiREIP• ••—•DAs ,�;_ . • _ A tt ;•' (�_ VERTICAL INSTALLATION DETAILS J ROSOWSKI _._. DISTANCE REQUIREMENT. _ 'A� �' 't TYP. ANCHOR TYPE. EMBEDMENT SEE TABLE I, EOM NOTE 4, SHEET 1• AND E0•EDIS•T•CE•ER• • •'• TAT O , l �(t/ IBM TECHNOLOGYDRIVE M. Dab: AND EDGE DISTANCE PER SHEETS �.t� •' RLpR"0" N. VEWCE, FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 DETAIL5 DETAIL5 •0 0 0E0rA0E1.sT1E.rs• 71�.SSi .O" P.O. BOX 1109 SUBSTRATE, SEE TABLE 1, SHEETS i INTO MASONRYIL5 gip Wppp • • • • • • • • • • • /i ONAL 1� WKOA FL W74 �. scala sheet DuanglYo. Rev: A4W(�IVMaLr k(PE CERr.OFAUnr. MM 570/2770 NTS 6 OF 13 MD-SGD570-01 B P.E.9 CNi760 • ••• • ••• ••• ••• • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: 3116^ Ha"SB+Ae0• SG h7E LAYER+3116' HSGIAS8+7111I SPACE+5116• Teti, CAP 80 Series 870 & 2770 Anchor Qua FRAME HE &PANEL MAXIMUM CONFIGURATION 84 91 PANEL WIDTH FRAME SIDE ma $ f Mo R H $. op 8. lop += mpo p i �. p aNOM. & p F Head & SN C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Jamb 6 6 6 8 6 6 6 6 6 8 24 P4wk 8 8 6 8 8 8 8 a 9 9 Design +80.0 +>�,0 +80.0 +90.0 +80.0 +60.0 +90.0 +60.0 +80.0 +80.0 Press= A0.0 -000 -0.0 �W.0 40.0 .80.0 -80.0 -W0.0 -80.0 .80.0 Head & SOI C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C6+1 Ti Jamb 8 8 6 6 6 5 5 8 6 6 30 P -hook 6 8 8 6 8 8 8 9 9 9 Design +80,0 +80,0 1 +80.0 +80.0 +80.0 +60.0 +80.0 +80.0 +50.0 +80.0 Pres- -80.0 -90.0 -80.0 .80.0 -80.0 -80.0 -0.0 410.0 410.0 -80.0 Head & SN C3+1 C3+1 C3+1 C3+1 C5+1 03+1 C3+1 C3+1 C6+1 C5+1 Jamb 5 6 6 6 5 6 5 5 5 5 36 P-h00k 8 8 a 8 8 8 8 8 9 9 Design +90.0 +60.0 +90.0 +80,0 +80.0 +80.0 +90.0 +80.0 +80.0 +80,0 Pressure ,80.0 .80.0 .80.0 $0.0 -50.0 -80.0 -80.0 40.0 -80.0 -90.0 Head & SOl C6+2 C3+2 C3+1 C3+1 C6+2 C5+2 C3+1 CS+1 C6+2 C5+2 Jamb 6 6 6 5 6 6 8 6 6 5 42 Phook a 8 8 8 8 8 S 8 10 9 Design +80.0 +60,0 +80,0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 Pressure .80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 �.0 -80.0 -80.0 Head $ SOI C6+2 C6+2 C3+2 C3+1 C6+2 C6+2 C6+2 C3+1 06+2 C5+2 Jamb 8 6 7 5 6 6 7 6 7 6 48 Pow* 9 a a a 10 8 a ' 8 11 9 Design +80.0 +80.0 +60.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 Pre6Sure 49O0 ,80.0 -80.0 80.0 -90.0 430.0 430.0 -8).0 -00.0 -80.0 Head & Stll Il C6+2 C6+2 C3+2 W+2 C6+2 05+2 C6+2 C3+2 C8+2 C6+2 Jamb a 5 7 5 a 6 8 6 7 8 64 P -hook 10 9 8 8 11 8 8 8 12 9 Design +80.0 +800 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 Pressure -80,0 -80.0 .80.0 -80.0 -mo $0.0 -80.0 -80.0 .80.0 +80.0 -80.0 Head & SOI C5+2 C6+2 06+2 03+2 C6+2 C6+2 C6+2 C3+2 C6+2 C5+2 Jamb a 6 8 6 a 6 a 6 7 7 60 P4=k 10 8 8 8 10 8 8 8 11 9 Desi, +67.0 +90.0 +60.0 +!o.0 +azo +60.0 +90.0 +5010 +67.0 +80.0 Pressurea7.0 80.0 -90.0 X0.0 $T.0 80.0 -80.0 -80.0 67.0 80.0 Reinforcements Required, (See Parts on Sheat t Overlock Lock/F(xed Sfilej Astragal Astragal Addon ToP/Smtom ReO I 'Plate (PM24,4.M e PaM 29 Pada 28 1 Pang 28 Part@ 30 PSI 26 1 FWWmd fa@WB*ds oWd • ••• • ••• ••• ••• • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3: SAW HS GLASS •.DBP SG08AYHt+3AS' Wf 113eLASS+7116•AR SPACE+SflPTWr.GAP Series 2770 Anchor Quantities and Design Pressures FRAME. HMHT(O.0 8 -PANEL MANMUM CONFIGURATION Series 870 & 2770 Anchor Quantities and Design Pressures FRAME HEIGHT OM 8 -PANEL MAXIMUM CONFIGURATION 84 90 80J$ Max. (+) DP Allowed See 2)below NOM. PANEL WDTH 60 84 98 y $$$8 NOML PANEL VMT PO FRAME SIDE 11 oil g! H II H 91 91 11 H 4.50 Head & sin 03+1 03+1 C3+1 C3+1 03+1 03+1 C3+1 03+1 C8+1 C3+1 C3+1 C3+1 Jamb 6 B 8 5 5 5 6 5 5 5 6 8 24 P -hook a 0 8 1 8 I 8 8 1 8 8 8 9 9 9 C3+1 03+1 1 03+1 ODSW+100.0 Pressure *100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 •100.0 •100.0 400.0 •100.0 -100.0 400.0 400.0 -100.0 -100.0 •1000 •100.0 •100.0Is a Hlead & SM 0000001 0100000 C8+1 03+1 6341 03+1 C5+1 CSN 03+1 C3+1 C5+1 CS+1 C6+1 C3+1 B Jamb B 8 6 $ 8 8 B 8 8 8 B B 30 P -hook 8 8 8 B 8 8 5 8 9 9 9 9 a 8 Deaton Pmasere +100.0 +100.0 +10&0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 •1000 •100.0 -100.0 •100.0 •100.0 •100.0 •100.0 •100.0 -100.0 -100A 4000 4011.0 8 6 06+2 05+1 C3+1 03+1 C542 C5+1 C6+1 03+1 05+2 OB+1 06+1 03+1 9 9 0 6 b 6 5 8 8 6 5 a 5 7 6 30 +60.0 +60.0 9 5 8 6 9 8 8 5 10 0 9 0 jHmd& +100.0 +100.0 +10&0 +100.0 +10&0 +100.0 +100.0 +10&0 +100.0 NO&0 +100.0 +100A •10&0 -100.0 •100.0 •10&0 •100.0 400.0 4WA 400.0 •100.0 400.0 •10&0 400.0 40.0 40.0 05+2 08+2 C6+2 C3+1 C5+2 06+2 05+2 03+1 05+2 06+2 05+2 C3+t 40.0 40.0 40.0 0 $ 7 5 e 6 7 5 7 8 a 8 42 Head & SN 10 8 8 8 10 0 8 8 11 9 a 9 C3+1 esgn Preesme +100.0 +100.0 +100.0 +100.0 +10110 +10040 +100.0 +100.0 +98.0 +100.0 +100.0 +100.0 -100.0 -100.0 •100.0 •100.0 40MO 400.0 400.0 400.0 -98.0 -700.0 -100.0 -100.0 CS+1 03+1 Head &G01 C5+2 C5+2 C8+2 C3+2 05+2 08+2 06+2 C8+2 06+2 C5+2 C5+2 C6+2 Jamb Jamb 7 8 8 5 7 0 6 6 7 7 10 8 48 P-aaok 17 8 8 8 12 B 5 8 12 8 10 /0 6 Design Preseals +100.0 +100.0 +10.0.0 +10&0 +700.0 +100.0 +700.0 +700.0 +87.0 +100.0 +100.0 +100.0 •100.0 -100.0 •10&0 -100.0 •100.0 -100.0 -100.0 -10&0 47.0 .100.0 •100.0 -100.0 8 8 8 8 8 8 8 8 9 RelNoroements Required, (Sao Parts on Sheet 10)OIa6s TV" 0 Intedodt ILocILIFIxedStIfel AsUagal IAatregsi Adders I To Ullom Rett (See Sheet 1) Design Pad& 29 1 PON 28 1 PaM 28 ParW 30 I PmW 28 A +80.0 +60.0 TABLE KEY: NOM. PANEL FRAME WIDTH SIDE (N) Head & S@ .lamb 24 P•hook Deaton Pressure NOM. PANEL= FRAMEDTH WIDTH # Or PANELS TABLE 4: 3116• HS GLASS *.OBI' IV8r f XAYfR- 1' ANGLASS+711V AR SPACE+3n6• TM. GAP Nominal Stu Height 1.11118" Series 870 & 2770 Anchor Quantities and Design Pressures FRAME HEIGHT OM 8 -PANEL MAXIMUM CONFIGURATION 84 90 80J$ Max. (+) DP Allowed See 2)below NOM. PANEL WDTH FRAME SIDE y $$$8 ��9ii, DDii p� uu��a 4.50 lb I¢ NN Head88W C3+1 CS+1 C3+1 C3+1 C3+1 C9+1 C$+1 03+1 03+1 C3+1 03+1 1 03+1 • • Jamb a 6 5 B B 8 6 6 1 6 8 6 6 24 P -hook 8 a 8 a 8 8 6 8 9 9 9 0 • Castle +60.0 +60.0 +60.0 +60.0 +60.0 +5D.0 +60.0 +80.0 +60.0 +80.0 +00.0 +60.0 Pressure 40.0 40.0 40.0 80.0 40.0 40.0 40.0 40.0 -60.0 40.0 -60.0 40.0 Head & SN C3+1 C3+1 C3+1 C3+1 03+1 03+1 CS+1 CS+1 03+1 03+1 03+1 C3+1 • • Jamb 6 a 6 8 5 6 8 5 6 6 $ 6 30 P -hook 8 8 8 8 8 8 8 8 9 9 9 0 Design +60.0 +80.0 +60.0 +80.0 +60.0 +80.0 +80.0 +60.0 *60.0 +80.0 +80.0 +60.0 Prea3are .800 80.0 400 40.D 40.0 40.0 40.0 40.0 40.0 40.0 80.0 4" Head & SN C8+7 C3+1 C3+7 C3+1 0341 C3+1 03+1 C30 03+1 03+1 03+1 C3+1 Jamb a a 8 5 5 a 8 B 8 6 5 6 38 PBook 8 8 8 8 8 6 8 8 9 9 0 0 Design +60.0 +80.0 +80.0 +80.0 +60.0 +60.0 +6&0 +60.0 +800 +W.0 +80.0 +60.0 Pressure 400 40.0 40.0 W.0 40.0 40.0 40.0 400 40.0 40.0 400 40.0 Head & SN CS+1 C3+1 C3+1 03+1 C3+1 03+1 03+1 03+1 05+1 03+1 03+1 03+1 Jamb 5 6 6 6 6 6 6 5 8 8 8 6 42 P -hook 8 8 6 8 0 8 a 8 9 9 9 9 Dootgn +80.0 +60.0 +BOA +80.0 +60.0 *80.0 +MO +800 +80.0 +80.0 +8&0 +800 Pmssum 4&0 40.0 40.0 80.0 40.0 40.0 40.0 4M.0 80.0 40.0 40.0 40.0 Head & 6N C3+2 C3+1 C3+1 asssla C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 03+1 03+1 C3+1 Jamb a B 6 & 8 8 8 8 8 5 8 8 68 P -hook 8 8 8 8 8 B 8 8 9 9 9 9 oestgn +80.0 1 +60.0 +60.0 +800 +60.0 +60.0 +80.0 +60.0 +80.01 +80.0 1 +60.0 1 +60.0 Presatee 800 40.0 40.0 40.0 40.0 40.0 -80.0 409 40.0 80.0 40.0 40.0 Ref ramemerde Requlre0.(See Pana on Sheet 10) Glass Typo, Mistook Lock7F7ked SIR* Aah6g6i Aetregel Adda1 Top7Tatlom Rab (Sea Sheet 1) Standardl PmW28 I Pad828 POW 25 P&W 30 Pad028 B ThOrma1-OP110 PeA828 1 PaN27 I Pad927 Pad930 Pad#27 B4O ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN TABLE N. PRESSURE, USING THE ANCHORQUANTIES LISTED BELOW. SEE TABLE 1, SHEET FOR COMPLETE ANCHOR LIMITATIONS. A TOTAL O OF ANCHORS CLUSTERED THROUGH THE HEAD &SILL AT EACH PANEL MEETING POINT. (EX: FOR C3+1.3 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT M9DSPAN OF PANEL). 3+1 5 TOTAL OOF ANCHORS THROUGH THE JAMB. 8 TOTAL 0 OF ANCHORS THROUGH THE P -HOOK 100.0 m n. THE MAXIMUM POSITIVE DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY. Water-Umited (+) Design Pressure Nominal Stu Height 1.11118" Actual Sip Height 1.6" Max. (+) DP Allowed See 2)below 3412" 3AW +SOA psf 4-V18" 4.037° +80.0 Pat 4.50 4.614" +100.0 psf FIG 1: ..r THE MAXIMUM DP FOR THE SILL HEIGIFPS"W SF•COVIDEREO. SEF• •1) TH•t*SSER VALUE OF TABLE A AND TABLES TABLE A. THIS SHEET. • • • • • • •93NND40ETERMWESTHEWATERUMITED(+)DP. THE MAXIMUM NEGATIVE DESIGN PRE33liQE AT TFC AVtOjQUES• • • ERE SR INFILTRATION RESISTANCE IS NOT W T • • • • • • • • RE(IUUaD OR OVERHANG IS PER FIG 1. IF SO, •• ••• •• • • • 4OMHOWN IN TABLES 3AND4 MAY BE USED. • ••• • ••• ••• ••• • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • Rvi 1) DETAILS APPLY TO 2,3 AND 4 TRAGIC CONFIGURATIONS. 2) SEE SHEETS 2-4 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM#4 U REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 6) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGAL ADD-ON. 8) SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH)RATIO IS EQUAL TO OR MORE THAN 7 IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. THE OVERHANG RATIO SHALL BE CALCULATED BY THE FOLLOWING EQUATION: OH RATIO =OH LENGTWOH HEIGHT 4`RODUCT Urvam ,Y n•%7Ma with the Flodu vAfts Coda A111040091 '�If e3a(rda. eau ; 6 8a 1.rrr '�� '•�CENSF '•.� � i NO.58705Uj k fr- '.�••�I ST TE F '•4 '�'t' ' •. FLORIOP.•'•U'`�� A.Ll�t� 611> • f!, P.E. P.E.# $870$ _ r Y In o 3 � Ll7 r j , LU ❑ ti Lll N '4 W U0 `S eM- cl) LL N w O a' .1 LL Cn ( 6f (n Z p W t C CL Z N N tgd C a Z ® 'lol Lu__.__. _- 6.878• �MwN' O 2 TRACK HEADMAMB RIGID PVC f+--- 8.260• -►I-7' l-l�t�t� ❑ HEI, ❑ O 3 TRACK HEAD/JAMB u i r .,07 ❑O T + , mss• u O2 TRACK SILL RIGID PVC 1� 8267 -►j 1.888' 3.000• -+{ 1.670' ti-- 1.437 1.696• I^+- 1.696' 1•+-- ® REINFORCEMENT , b6. .388, •,26• COVER .,10• 2833, L ,app• 2.785 .400• 21wRIGIDD PVC 2 r 229• 1 1_ 1 v._I.. J. -�iit .t2S .120• -..I H- .t6r .520• J. 1••- ® 2�RPCEPN�I ® ®OM RE�LAEAND STILE AND STILE RINFOMENT INTERLOCK AOO REINFORCEMENT r BW545ALUM. REINFORCEMENT REINFORCEMENT W08•TSALUM. 600b-TbALUM. 6005 -TS ALUM. COMPOSITE RIGID PVC ® 3 TRACK SILL 10.625 RIGID PVC 10.635 ------"'I� 3.483• jj .100• R ❑ ❑ ❑ 100• J ❑ 181Y Q ❑rr---�--7❑ O U,.ow � .125� 2.t.- -L 2.14P RIGDCKPVC JAMB OO RIGDP�/C4 TRACK ILL 2�1• 1� 2.,,-«i �, .830• LI�J I I .607-�i�h- 11 I A0• t� .840• �►{ �+-- 800•'-'70�U{ .002• .,25 .30,• r--- .O6r AME OCROVERSCREW O �TBALUM. TRACK NSERT �9 6063 -TO 0KEEPER 6083-T6ALUM. RIGID PVC ASTRAGAL OXO ADAPTER 1.435' -1 1 Ti teir I- 1.776• . 1.77V .11, 880• 12 OUTER SILL COVER 13 SILL COVER CK RIGID PVC RIGID PVC 1.48r �+- ,.436• .pbs• BOX SCREEN SILL OUTER SCREEN ADD-ON ©TRACK 8063.76 ALUM. 6083-T6 ALUM. r-- ,.pop• 849•m F .9 mr 91 BOTTOM RAIL SUPPORT 6063-T8 ALUM. 1.487• 1810' �• L 16 BOX SCREEN HEAD AND JAMB ADD-ON RIGID PVC --176r 2.087 x- rij ,.683• 4.04,• I I 2.88r $'� , 8.176• .moo• - .oe7 .oeo' .�°' .1p7 --� Q 61LL RISER 8083 -TB ALUM. @ SILL RISER 6063-T8 ALU @ SILL RISER 8083 -TBA UM ® 6083.8AL M. ©p�H3:m O89 ALUM. j� 217 �,28T 262` _ ��,278',• .173' �'' • • • • • • �--! 7.8-W : • 1-9118" BEVELED BEAD 1-1/18.OGEE BEAD 1-3/18" OGEE BEAM P-HOOK•REINFORCEMENT 0RIGID PVC RIGID PVC ® RIGID PVC • • ® PLATh • • • • • , 6083-T8 ALUM. 30 ASTRAGAL INTERLOCK REINFORCEMENT N 31 PLATE REINFORCEMENT ®ADAPTER 6005-T5 ALUM. 6063-T6 ALUM. RIGID PVC -1 • .878' ---jim I••� .per 717 1.893• 1. 1.827 BOX SCREEN BOX SCREEN BOX SCREEN ® TOP RAIL BOTTOM RAIL ® SIDE RAIL 6063-T6 ALUM. 6063-T6 ALUM. 6063 -TB ALUM. ��T�'••. FLORiVP•'�U'\� A LYIII�J�III(LL�2. P.E. • ••• • ••• ••• ••• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.611• -�{ 4.838• ASTRAGAL ADD-ON ® RIGID PVC 11.343' oez 1.776• . 1.77V J STD. SCREEN 10 TOP/BOT. RAIL STD.SCREEN "' SIDE RAIL 6063 -TB ALUM. 6083-T6 ALUM. ��T�'••. FLORiVP•'�U'\� A LYIII�J�III(LL�2. P.E. • ••• • ••• ••• ••• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.611• -�{ 4.838• ASTRAGAL ADD-ON ® RIGID PVC 11.343' oez .060 Li�16_93�j}M�- J I .327 .066• -' BOX SCREENBOX SCREEN ® ASTRAGAL OXO ADAPTER ADAPTER 6063-T6 ALUM. 6063-T8 ALUM. M4' -_I 120r I+ 046• .075 .876• � f . L -ffL .084• �_ 2.876• ---�{ STD. SCREEN FDCED PANEL CUP 113 ASTRAGAL ® 6063 -TB ALUM. ADAPTER 0063-T6 ALUM. J.J. 10/11/11 IFBC2010 Revle908y. OeGs Rer7sfm: J.R. 11/05!13 /A THIS ; ® PAR DETAILS PANEL STILE, TOP AND BOTTOM RAIL RIGID PVC "9006cr XXWWA soo*bg w%h t!t Fio*k wk Ate" No Ba/iraW,� J ROSOWSKI toMV FL 34M VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O. BOX i6'28 NOXOM{3, FL $4274 $ Smf� BAeeE OrewYgNa Rer. CERT. OFAU7M 028M 570/2770 NTS 10 OF 13 MD-SGD570-01 B Part # PGT. # Description 60 418042 Frame Header Block 51 48062 Ro1lerAdJ. Hole Plug 82 4173b SGD Panel Coma -along Part # PGT. # Descrlpdon 56 71888 Dust Plug 68 44366 4 Hole Bumper Stop NSF ' R ''� 819037M 1 818001 2 -Track Head/Jamb SAI Plug 69 78X38PPTX #8 x 3/B" Ph. Pn. TEK Screw B2 78X34PPSDAX .` ,.� .• JO> 83 2 818002 2 -Track SAI 781PGX #8 x 1° Pn Quad - S.S. 88 78X114PHPT41oX #8 x 1-114" Ph. Pn. TEK 88 No. 58705 #10 x 1" Ph. Pn. TEK- B.S. 3 4 618026 618028 3 -Track Head/Jamb 3 -Track S@ 08 710X2PPX #10 x 2" Ph. Fl B.S. Screw 88 710X212PPDAX #10 x 2-1/2" Pn Ph. Tek S.S. ``•• (A 712X112PP 6 818027 4 Track Head/Jemb GE 7700 Silicone 72 812028A Dow Coming 886 SAlcorre 73 71726!( 74 8 819028 4 Track SAI 84853K Urethane 10 Sealer 78 817356 SOtcone�Foam Super Spacer - 7/18° 77 8FP86K Hot -melt Butyl 7 818008 Frame Screw Cover 79 819018 1-1/16" Ogee Bead 80 818018 1-3/18° Ogee Bead S 82138 8 818031 Anchor Plate insulated Glass Muntin - Horizontal 84 4CONN LO.Intereection 85 7658K I.G. Gridlock Clip - 7/96° 88 e 618007 Track Insert 704/88 Screen Latch Aeay. 128 7SNKPN Screen Keeper 127 P.E# 89706 Barreled Bataan Spline - .146° O m Screen Sp1Ne•.188° Q 10 818028M Aluminum Keeper 48 11 818038 Bottom Rag Support d n 12 819008 Outer SIII Coyer O O 13 818011 SA[ Track Coyer 14 818038 Box Screen SAI Add-on �W 16 818012 Outer Sateen Track (Standard Screen) W 18 819038 Box Sateen Head and Jamb Add-on Z 17 818022A SN Riser -(OP80) a W UJ CO 18 819023A SAI Riser -(DP80) UN 18 818024A SIII Riser -(DP700) CD U) C9 LL O 20 618032 P -Hook Adapter 21 818020 P -Hook N f O 24 818014 oemant Caper RelnforCO U Q z F 26 618030 Rainforoement Plate 28 819017M Top, Bottom and SBIe Relnl. (Alum) Qz 27 19048 Top, Bottom and SBIe RefnL (Comp.) W Zr 28 819018M Interlock .300 Relnforoement H 28 818013M interlock .400 Reinforcementcl O _ 30 818019M Astragal Reinforcement LL ( N 31 819035 Reinforcement Plate 35 818006 interlock Adaptor '�m 36 818008 Astragal Add-on z 37 818004 Penal StAe, Top/Bottom Reil 40 41 718808 71886K .187 x .289 Finseal (Site) 1-1/2° x 1"x314" Fin Seal Dust Plug ®� 42 418041 Interlock CAp Cofer 43 78163X Tandem S.S. RollerAsay. 44 78163N Tandem Nylon RWIetAssy. 457-619043 �k 6�h t] O NOTES 1)SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS. �RODWlr MV16SY ffi lw>dt *16 tb ►ferpa •• ••• • • • • • •• ADdogea�dee" • • • • • • • • • WLrr Part # PGT. # Description 60 418042 Frame Header Block 51 48062 Ro1lerAdJ. Hole Plug 82 4173b SGD Panel Coma -along b3 41738 SGD Panel Come -along Cover 56 71888 Dust Plug 68 44366 4 Hole Bumper Stop 68 819037M Fixed Penal Clip 69 71898G SAI Plug 69 78X38PPTX #8 x 3/B" Ph. Pn. TEK Screw B2 78X34PPSDAX #8x314" FI. Ph. TEK - S.S. 83 781PSTX � x 1" Quad - S.S.. 84 781PGX #8 x 1° Pn Quad - S.S. 88 78X114PHPT41oX #8 x 1-114" Ph. Pn. TEK 88 710X1PPSDWOC #10 x 1" Ph. Pn. TEK- B.S. 87 710X116PPX #10 x 1-1/2° Ph. Pn Keeper Sarewa 08 710X2PPX #10 x 2" Ph. Fl B.S. Screw 88 710X212PPDAX #10 x 2-1/2" Pn Ph. Tek S.S. 70 712X112PP #12 x 1-1/Z" Ph. Pn. A 71 812033 GE 7700 Silicone 72 812028A Dow Coming 886 SAlcorre 73 71726!( Neoprene Satthlg Block 9"x4°x1118° 74 817383 Meted Spacer -8132° 76 84853K Urethane 10 Sealer 78 817356 SOtcone�Foam Super Spacer - 7/18° 77 8FP86K Hot -melt Butyl 78 819010 1-1/18° BeYeisd Bead 79 819018 1-1/16" Ogee Bead 80 818018 1-3/18° Ogee Bead 82 82138 Ogee Vinyl Muntin 83 83608 insulated Glass Muntin - Horizontal 84 4CONN LO.Intereection 85 7658K I.G. Gridlock Clip - 7/96° 88 7680K I.G. Gridlock Glip •6/18° 126 704/88 Screen Latch Aeay. 128 7SNKPN Screen Keeper 127 81883K Barreled Bataan Spline - .146° 128 81882K Screen Sp1Ne•.188° 128 P -hook ReiMorcemerrl Plate 48 710X126FPSDX #10 x 1-1/4° FI PH SMS Part # PGT. # Description 60 418042 Frame Header Block 51 48062 Ro1lerAdJ. Hole Plug 82 4173b SGD Panel Coma -along b3 41738 SGD Panel Come -along Cover 56 71888 Dust Plug 68 44366 4 Hole Bumper Stop 68 819037M Fixed Penal Clip 69 71898G SAI Plug 69 78X38PPTX #8 x 3/B" Ph. Pn. TEK Screw B2 78X34PPSDAX #8x314" FI. Ph. TEK - S.S. 83 781PSTX � x 1" Quad - S.S.. 84 781PGX #8 x 1° Pn Quad - S.S. 88 78X114PHPT41oX #8 x 1-114" Ph. Pn. TEK 88 710X1PPSDWOC #10 x 1" Ph. Pn. TEK- B.S. 87 710X116PPX #10 x 1-1/2° Ph. Pn Keeper Sarewa 08 710X2PPX #10 x 2" Ph. Fl B.S. Screw 88 710X212PPDAX #10 x 2-1/2" Pn Ph. Tek S.S. 70 712X112PP #12 x 1-1/Z" Ph. Pn. A 71 812033 GE 7700 Silicone 72 812028A Dow Coming 886 SAlcorre 73 71726!( Neoprene Satthlg Block 9"x4°x1118° 74 817383 Meted Spacer -8132° 76 84853K Urethane 10 Sealer 78 817356 SOtcone�Foam Super Spacer - 7/18° 77 8FP86K Hot -melt Butyl 78 819010 1-1/18° BeYeisd Bead 79 819018 1-1/16" Ogee Bead 80 818018 1-3/18° Ogee Bead 82 82138 Ogee Vinyl Muntin 83 83608 insulated Glass Muntin - Horizontal 84 4CONN LO.Intereection 85 7658K I.G. Gridlock Clip - 7/96° 88 7680K I.G. Gridlock Glip •6/18° • ••• • ••• ••• ••• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Pert # PGT. # Description Box Screen 80 812258 Screen Tap Rall 81 812257 Screen Bottom Req 82 612268 Screen Side Rail - Lockstile 93 84344 Screen Astragal 84 817349 OXO Screen Astregal Adapter 88 64428 Screen Double Interlock !)8 817347A Screen Bug Flap 87 41818K Screen Keeper Spacer Set 88 728X1X 1/420 x 1° S.S. 98 720X192X 1/420 x 1-112° S.S. 100 71793G Watp, .270° x .160° -Fin Seal 101 7SRAZ Standard Roller 102 7SRAX Standard Roller- S.S. 103 7LOCKWGS Screen Lockaet 104 41818K Screen Lock Keeper Spacere 106 7SDKEEP Screen Lock Keeper Standard Screen 190 812033 Screen Frame - T Bottom Rail 111 812028A Screen Frame - Side Rall Latch 112 812033 Screen Frame -Side RaA 113 817383 OXO Screen Astragal Adapter 114 84853K Vinyl Astragal 115 817356 Screen SAI Adapter 118 8FP86K Bu Rap 117 7R42DK Rhet 118 74X1PA #4 x 1" Ph. Pn. SMS 118 78X112PSATS #8 x 1-1/2° Ph. Pn. SMSA Z 920 41703N Screw Boas Bushing 121 712027 Comer Kay Wheal As . (Standard) 122 712027SS Comer Key Wheel Asay. (S.S. w/beadng) 123 41806K Screen Handle 124 41808 Screen Handle Slide 126 704/88 Screen Latch Aeay. 128 7SNKPN Screen Keeper 127 81883K Barreled Bataan Spline - .146° 128 81882K Screen Sp1Ne•.188° 128 81894K Screen Sp11rre -.180° 130 81818(20 Screen Cloth TYPE STANDARD REVERSE 2132T A M A HEIGHTS OVER W AND UP TO 12(r. xx M xX 2P2T M ° R A 1111111 ox 3P3T e O K T R 3P2TP M A 4P47 Oxo OXO 3P2T D K N A NOTAVA¢ABLE 2P2T 7000 M 3P3T b g A M Ds K F a 8D A 4P2T O.w w..C7.wC3 �•mA`d$-'M`wOMwG 8P3T XXX Ox)f 3P3T D S P K F M EXTERIOR i i JO(O casU ,.o x70( SAMPLE CONFIGS AND PANEL NAMES L D • • • • • • • 4P2T R P C M NOTAVAOABLE 770iet 0X7(0 ,�,C�••,FLORIQ.• �t?: 4P2T L D A M oC NOTAVAILABLE • a • • • • • • • D B K F e F 4P4T A J J M M A U U Rar. M DB x700( x700( 570/2770 D B K 4P4T PR BjL=E±fj D�OFAM PER 6E76B M OS 6—M7 A X 000 Oxxx l D L D 6P3T R F NO P R NO B P 07oo(O SCREEN oxxx0 sDaEEN F L 0L A D M �•• 6P3T M NO SCREEN NO • SCREEN 7)o0o( 70000( • • • TYPE LEFT HAND POCKETS LEFT HAND POCKETS 1P2T 2) MAXIMUM OF (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER W AND UP TO 12(r. x x 2P2T B A M F 1111111 4 3P3T B B A F F M Dare: xxx )GOC 4P47 B B B F F F J.J. A 7000( M X)= 2P2T c M P.&IML XX ?; ' �c ' 4P2T B C 7000( F M 8P3T B B C 700000f F F M 8P4T B B e C xxxxx)om F F F M PR••UCT MJ�VWBO u to•Idylo■ wt* 64 olmf6a mwmc"dc AaeWo pto J ^I zrl C, f 91pim".A D01 Illy a NOTES 1) MAXIMUM OF (8) EIGHT PANELS UP TO W FRAME HEIGHT. 2) MAXIMUM OF (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER W AND UP TO 12(r. 3) MAXIMUM DOOR FRAME WIDTH (EXCLUDING POCKETS IF APPLICABLE) IS LIMITED TO 4 8 7-1 111 8'. 1111111 4 LYNN MI��F i,�, Ra,4aedBY. Dare: Ravta7m: `\��,� �� eNsf •.'� �, • 4�c J.J. 10/11/11 FBC 2010 CODE RVAWHr. Dare: P.&IML INTERIOR ?; ' �c ' :. No. 611705 J.R. 11/05/13 N/A THIS SHEE EXTERIOR i i o':•� , N�F`1 ' SAMPLE CONFIGS AND PANEL NAMES Dre7mey. J ROSOWSKI • • • • • • • %�Q••' 6 P f0707EChMLOGYDRA7E t7Ba 770iet • • • • • • ••• • ,�,C�••,FLORIQ.• �t?: N.R34216 VINYL SGD INSTALLATION GUIDELINES 11/18/10 • a • • • • • • • 7, 1 �1 P.a BOX NOKOM)8, R 94174B� 8mla: 86eer Ore7Nr7gt7o. Rar. A. LVIJAIdBLL�R, P.E. 570/2770 NTS 12 OF 13 MD-SGD570-01 B D�OFAM PER 6E76B • ••• • ••• ••• ••• • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• P SINGLE FIXED �' $c . No. 58705 INTERLOCK LOCKSTILE R FIXED - -=77- SINGLE 1070 TECHNOLOGYDRNE N. YEN/O$ FL 24278 LOCKSTILE N ''A S'r„Mll:ltli,PE. INTERLOCK T ASTRAGAL Qo�-- FIXED (BOX OUT) OUT LOCKSTILE T ASTRAGAL FIXED (BOX IN) IN -o LOCKSTILE S FIXED ASTRAGAL (BOX OUT) LOCKSTILE OUT s FIXED ASTRAGAL (BOX IN) LOCKSTILE IN L SINGLE ASTRAGAL (BOX OUT) INTERLOCK OUT LR ASTRAGAL - SINGLE (BOX OUT) OUT INTERLOCK N ASTRAGAL SINGLE (BOX IN) IN INTERLOCK c SINGLE ASTRAGAL (BOX IN) INTERLOCK IN B SINGLE SINGLE INTERLOCK INTERLOCK SINGLE.: M LOCKSTILE INj�RLQ(A F SINGLE SINGLE �' $c . No. 58705 INTERLOCK INTERLOCK H SINGLEerT - -=77- SINGLE 1070 TECHNOLOGYDRNE N. YEN/O$ FL 24278 INTERLOCK N ''A S'r„Mll:ltli,PE. INTERLOCK K SINGLE Qo�-- LOCKSTILE • INTERLOCK U ASTRAGAL (BOX OUT) U -o LOCKSTILE U ASTRAGAL GAL LOCKSTILE (BOX IN) A SINGLE LOCKSTILE INTERLOCK LOCKSTILE SINGLE INTERLOCK - ASTRAGAL LOCKSTILE OUT (BOX OUT) J ASTRAGAL LOCKSTILE IN (BOX IN) ••• • • • • ••• • • • • • • • • • • • • G.DOUBLE ASTRAGAL INTERLOCK E=k---[:E: M I LOCKSTILE C,,,,, ] DOUBLE INTERLOCK J I LOCKSTILE ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK AIDOUBLE, LOCKSTILE INTERLOCK U I ASTRAGAL n vrvwCl LOCKSTILE DS DOUBLE SINGLE INTERLOCK INTERLOCK NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM OB, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. r"DUCP V"SND ® ee0@44 ftwilb Ite FTorWt .fa alfludeasoft ele mow. uaae ReYL97pC J.J. 10/11/11 FBC 2010 CODE vTww vale I Re.WL J.R. 11/05/13 /A THIS SHEE oam W.'AI EL TYPES J ROSOWSKI INYL SGD INSTALLATION GUIDELINES 11/18/10 INI570/2770 NTS 3 OF 13 MD SGD570-01 B J INTERIOR �' $c . No. 58705 • X€ TFRIQR • = o `• 2 El 1 `( LU • • •� • • 1• • • • • • • •• • '•.' STA E •• .�� ,�. ••.,•FLOR\OP;•' �� 1070 TECHNOLOGYDRNE N. YEN/O$ FL 24278 • • ••• •• N ''A S'r„Mll:ltli,PE. P.O.Boxi 0 NOKO MI8, FL 34274 e• • • YPP7.NE,0687Wr • 0ERT.OFAU7H.#MW ••• • • • • ••• • • • • • • • • • • • • G.DOUBLE ASTRAGAL INTERLOCK E=k---[:E: M I LOCKSTILE C,,,,, ] DOUBLE INTERLOCK J I LOCKSTILE ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK AIDOUBLE, LOCKSTILE INTERLOCK U I ASTRAGAL n vrvwCl LOCKSTILE DS DOUBLE SINGLE INTERLOCK INTERLOCK NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM OB, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. r"DUCP V"SND ® ee0@44 ftwilb Ite FTorWt .fa alfludeasoft ele mow. uaae ReYL97pC J.J. 10/11/11 FBC 2010 CODE vTww vale I Re.WL J.R. 11/05/13 /A THIS SHEE oam W.'AI EL TYPES J ROSOWSKI INYL SGD INSTALLATION GUIDELINES 11/18/10 INI570/2770 NTS 3 OF 13 MD SGD570-01 B • ••• • • • • ••• • • • • • • • • • • • • G.DOUBLE ASTRAGAL INTERLOCK E=k---[:E: M I LOCKSTILE C,,,,, ] DOUBLE INTERLOCK J I LOCKSTILE ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK AIDOUBLE, LOCKSTILE INTERLOCK U I ASTRAGAL n vrvwCl LOCKSTILE DS DOUBLE SINGLE INTERLOCK INTERLOCK NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM OB, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. r"DUCP V"SND ® ee0@44 ftwilb Ite FTorWt .fa alfludeasoft ele mow. uaae ReYL97pC J.J. 10/11/11 FBC 2010 CODE vTww vale I Re.WL J.R. 11/05/13 /A THIS SHEE oam W.'AI EL TYPES J ROSOWSKI INYL SGD INSTALLATION GUIDELINES 11/18/10 INI570/2770 NTS 3 OF 13 MD SGD570-01 B PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0820,14) 2. Drawing No. 5191-1, series titled "Vinyl Single Hung Window, Large Missile Impact", sheets 01 through 11 of 11, dated 08/07/08 with revision "C" dated 10/07/11, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P. E. (Subinitted render previous NOA No. 11-1013-19) 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 24113.2.1, TAS 202-94 along with marked—up drawings and installation diagram of a vinyl fixed 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. (Subinitted under previous NDA No. 08-0820.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 20294 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 24113.2. 1, TQS 2Q2-94 ; • • • • • 6666.. along with marked up drawings and installation diagram, piWed by Architectural • Testing, Inc., Test Report No. ATI -84576.01-401-47, dated• 4fW31/08, signed and... • • sealed by Joseph A. Reed P. E. • •"" • 6666.. (Submitted under previous NOA No. 08-0820.14 — For Refeiliice only) : • • • 6666 6 66 66666 60.00. 0600 6666. C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, compM g. with FBS 2010, 6 6 prepared by manufacture, dated 10/07/11, signed and sealed bV Ahtliony I jIm 11er� . 6 6: • P. E. .. 6666. (Subinitted underprevious NDA No. 11-1013.19) 6' : • 6 • • 6666 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 13-1009-05 Expiration Date: January 08, 2019 Approval Date: November 14, 2013 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11--0830.09 issued to Mikron Industries, Inc., for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 1016/11, expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted underprevious NOA No. 11-1013.19) 2. Statement letter of no financial interest, 'issued by manufacture, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. -11-1013.19) 3. Laboratory compliance letter for Test Report No. FTL-5710, issued by Fenestration Testing Laboratory, Inc., dated 08/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under NOA No. 08-0820.14) 4. Laboratory compliance letter for Test Report No. ATI -84576.01-401-47, issued by Architectural Testing, Inc., dated 10/31/08, signed and sealed by Joseph A. Reed, P. E. (Submitted under NOA No. 08-0820.14 — For Reference only) G. OTHERS 1. Notice of Acceptance No. 11--1013.19, issued to PGT Industries, Inc. for Mavr.Series "SH-500—Vinyl White PVC Single Hung Window — L.M.I."; alp oved on 12108/11 • • • 0: • and expiring on 01 /08/14. go-• • • • • • 69606 0 6666.. • 6666.. ..06 .. . 6 .666 . .. 6666. 6666.. 6666 K. .6 60 .... 00.0.0 666... . 9. 6..66. • 666600 . . . 6666.. . . 0000 Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 13-1009.05 Expiration Date: January 08, 2019 Approval Date: November 14, 2013 E--2 GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: A 3/4LAMI I.G. GLASS COMPRISED OF (1) LITE OF 1B" TEMPERED OR ANNEALED GLASS, AIRSPACE AND 611W LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 118° ANNEALED GLASS WITH AN .090 INTERLAYER OF DUPONT PVB. 8.70 LAMI I.G. GLASS COMPRISED OF (1) LITE OF 118" TEMPERED OR ANNEALED GLASS, AIRSPACE AND 6H6° LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 1W ANNEALED GLASS WITH AN .0M INTERLAYER OF DUPONT PVB. 2. CONFIGURATIONS: Ill AND PROVIEW 3. DESIGN PRESSURES: -70060 PSF (ALL GLASS TYPES LISTED ABOVE) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. C. IF A TEMPERED CAP IS USED MAX. OP IS -601+60 PSF. 4. ANCHORAGE: THE 33113% 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 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED FOR UNITS LESS THAN W. 6. REFERENCES: TEST REPORTS FTL-6710. ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). •• ••• • • • • • •• PFR(rU1Mi-0ADEL�TER �lED 1N31lA9 • Ci • NOdfANpETH13�tEEf • • • • • • • • • • 2011M UPnaT•e t>a• • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • 0 41 ••• 0 0 PA. J-00.1%. GENERAL NOTES Vtn 1 Stn le Hun Window, Large Missile stmra NTS —1 d 11 '- 5181-1 NOA DRAWING TABLE OF CONTENTS GENERAL NOTES....................................1 ELEVATIONS ............................................ 2 GLAZING DETAILS ................................... 3 GLAZING DETAILS ................................... 4 SECTIONS, I.F. FRAME ......................»....6 SECTIONS, BOX FRAME ......................... 6 PARTS LIST .............................................. 7 EXTRUSIONS ................. _................ ......... 8 ANCHORAGE SPACING, BOX FRAME... 0 ANCHORAGE DETAILS, BOX FRAME 10 ANCHORAGE DETAILS, I.F. FRAME...._. 11 tNetvRi wldi tlre'. PRODUCT REVISED as wnsAY11+9}with the Florida Building Code A mptimNo 11-1013. il Rxpim/Hpoo 1H12 Dad. produd Cotij 9' MIL(�'��i 1 v`' tOiE�FI Lu (GCs: AL 1/8' ANNEALED GLASS 3/4" OVERALL GLASS NOMINAL 16" LAMI GLASS NOMINAL 1/8" ANNEALED GLASS 3/4' OVERALL GLASS NOMINAL 18 LAMI GLASS NOMINAL AIRSPACE AIRSPACE 080 DUPONT .090 DUPONT 1/8' TEMPERED OR _ _ PVB INTERLAYER 1/8' TEMPERED OR PV8 INTERLAYER ANNEALED GLASS f 1/8' ANNEALED ANNEALED GLASS • fF,GLASS 1/8' ANNEALED ••• • • • [�GLASS 35 OR 36 • • • 35 OR 36 39 1r NOM j-01LASS B TE 39 r 1/Y NOM pLASS BTE n�.OUTSIDE " — PRODUc1' RRVI9ED na canP196B with Iha Flmtda Rundiag Code R grmta,Dw - . 14 �_ Mte i ada Product Congo! oPrroNAL 4 OPTIONAL � '� FLANGE FLANGE ututt 3/4" LAMI I.G. GLAZING DETAIL 3/4" LAMI I.G. GLAZING DETAIL \��,� �YKN �r/(( WITH 5116" LAMI GLASS AND 1/8" CAP WITH 5/16" LAMI GLASS AND 1/8" CAP �� ° \�cENSE ' '•.�,^ BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME No. (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) * 0= _ _ AW = r a 10111 : tu; -10 nfb"Pa�" atrne a a>srtt0ararn 7e t • • • • ° v�°" '•. 61 5 °�'^�' GLAZING DETAILS '��0•.., ov. 'C1� D.G. ifm a Noatuxo ax�r • • • ; • • • • o�rNOXOomre"�` .3+e� p .0 taw/If a NotxPuvar • • • ' ' : • • • P.aeyoc,sm Wh l Sln le Hun Window, Large M/sslle /m act }aSS!IONuPt\ �; trac NOROIdl9, FL34274 y/s/b;(y Better °0q A. LYNiV (JIILL . P.E. D.G. 7�g attaoo Futl 3 d 11 6181-1 C FL P.E.# 58705 ••• ••• • •• • • • ••• • • • • • • • 40 kumpi ODUCT RENEWED OUTSIDE OUTSIDE oomplylns ith Florid �o a ( "gs N 3_�Vll9t DU �( Product Contra 0 0 RODUCTREVISED complyios Withtha Florida , 3vildffigCode U'Aaaaptmrca Noft ration Dote'� OPTIONAL 4 OPTIONAL 3 i PradaC4CaoMxe u FLMOE FLANGE uurr 7/8" LAMI I.G. GLAZING DETAIL 718° OVERALL GLASS NOMINAL ••• ••• 718" OVERALL GLASS NOMINAL 11 " WITH 5/1$ LAMI GLASS AND 1/8 CAP \\ Q\ ��: •�..........�c':Nse ••�' '. BOX OR INTEGRAL FIN FRAME 15" LAMI GLASS NOMINAL �� _ k 5/18° LAMI GLASS NOMINAL 1/8" ANNEALED ; No. 118" ANNEALED • • D.G. 11MW GLASS 10MTECNNOLOGY DRroe GLASS GLAZING DETAILS 'A '•. 67A E OP % �.c ' •. fito>z`oP '' C� AIRSPACE a N0CH GJ TW8Wff%; . • • • • • • ' AIRSPACE � V/n 1 Single Hun Window, Lame M/sslle Impact At 16/07fM Q-00 ad. O NO • • • • • • • • .090 DUPONT V&IM Better �'� 6ae1e �•' o"P .090 DUPONT 118° TEMPERED OR PVB INTERLAYER 11W TEMPERED OR stleaD NTS 4 a 11 5181-1 c PVB INTERLAYER ANNEALED GLASS • 1/8° ANNEALED ANNEALED GLASS 118" ANNEALED • GLASS • • • • GLASS ••••• 31 OR 32 fl 31 OR 32 11r NOM 39 f �G A srMrE 39 r . flLASS BITE 40 kumpi ODUCT RENEWED OUTSIDE OUTSIDE oomplylns ith Florid �o a ( "gs N 3_�Vll9t DU �( Product Contra 0 0 RODUCTREVISED complyios Withtha Florida , 3vildffigCode U'Aaaaptmrca Noft ration Dote'� OPTIONAL 4 OPTIONAL 3 i PradaC4CaoMxe u FLMOE FLANGE uurr 7/8" LAMI I.G. GLAZING DETAIL 7/8" LAMI I.G. GLAZING DETAIL ••• ••• 11 " WITH 5/16 LAMI GLASS AND 1/8 CA 11 " WITH 5/1$ LAMI GLASS AND 1/8 CAP \\ Q\ ��: •�..........�c':Nse ••�' '. BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME �� _ k (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) ; No. • • D.G. 11MW A PFR nnanu-�W'LEnERA%T0la"ra� • 10MTECNNOLOGY DRroe • •• GLAZING DETAILS 'A '•. 67A E OP % �.c ' •. fito>z`oP '' C� as imaw a N0CH GJ TW8Wff%; . • • • • • • ' NOROMI%FI.8a278 � V/n 1 Single Hun Window, Lame M/sslle Impact At 16/07fM Q-00 ad. O NO • • • • • • • • P,O 1828 NOKDMO, FL8A274 V&IM Better �'� 6ae1e �•' o"P A. LYNN MILL�ILt, P.E. D.O 06/07/08 • stleaD NTS 4 a 11 5181-1 c FL P.E.# 55705 • ••• ••• ••• • • • •• •• • •• • • ••• • • • • • • • • • • • • • • ••••• DAYLIGHT OPENING 40 41 40 41 OUTSIDE 9,848 DAYLIGHT OPENING FIXE TYP. MAX WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN) HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) PERMWW.•9_L'ELEtTER a4TE/lA•ilN� • • • • NOCHAfVOt rW88HEETi i • • • • • • • • t07N TECHNOLOGY MIS �78 NO • • • • • • • • • pp, gg7(y�g pyo NOICOMIli. FL 94TH • • • • • • • • •• •• • AD OPTIONAL FLANGE --- OPTIONAL FLANGE WINDOW VERTICAL SECTION (INTEGRAL FIN) FIN FRAME SHSW HITS 5 d 11 1 6191-9 RBNBW& withtheD Florida PRODUCTRMSBD as oomplyink,%vith the Florida BuSidiog Code Accspteace No Bxpimtloa Date J 4 Miam Dade Ruduct Ooatrot' ttlllli �� Q��? •' VOENSF' C(F� ��: * ' No.58705 � 0 STATE OF - "ZONAL,,o A.LYNIINIII��t P.E. FL P,E.# 58705 • • ••• • • • ••••• ••• • • • ••• • AD OPTIONAL FLANGE --- OPTIONAL FLANGE WINDOW VERTICAL SECTION (INTEGRAL FIN) FIN FRAME SHSW HITS 5 d 11 1 6191-9 RBNBW& withtheD Florida PRODUCTRMSBD as oomplyink,%vith the Florida BuSidiog Code Accspteace No Bxpimtloa Date J 4 Miam Dade Ruduct Ooatrot' ttlllli �� Q��? •' VOENSF' C(F� ��: * ' No.58705 � 0 STATE OF - "ZONAL,,o A.LYNIINIII��t P.E. FL P,E.# 58705 —MAX DAYLIGHT OPENING SASH - 2 OPTIONAL 11 31 32 12 FLANGE 2 35 36 2 0 40 41 3., 60 40 41 OPTIONAL DAYLIGHT 31 40 41 OUTSIDE FLANGE OPENING FI D 32 1.848 11M. DAYLIGHT OPENING 35 TYP. MAXWINDOWWIDTH 36 HORIZONTAL SECTION 0 (BOX FRAME) Jx 5 9 WINDOW PRODUCr RBNMnVED • ascomplyfn8iviththeFloridn /p HEI HT BnlMina d3�� n 6 11 Acceptfl+t�� Miens ade Pr et eDn 40 41 DAYLIGHT OPENING MESH_ 2 rRoaucrt:ev,sBo Og COln�ay�tl$?V$il ate Flotldfl 80IWQ1$ Code 4 HOT 40 41 13 BA tin ie - i4- ro WELD 11 By ePaoduct Conico}'1 L% t,nuur �� pNY LYNN QCT .•'' �,10ENSF •., `F� i HOT WELD CORNER ASSEMBLY VERTICAL SECTION 4 *' No. 68706 (BOX FRAME) (BOX FRAME) _ - - -D fit• • • •• '73 ' ° °D°.O"", e�p aiwtu: sru$ ttstatrs °bm` • •..•• • • ,worrorexccweateaFo�osrazovna rye �O��'�'`SSTNAELOE F SECTIONS BOX FRAME __ SHEEP• "osFtsa rr cuoctAWSffWSSHNP •• Vinyl Sn le Mdow, Large Missile Im act • A. LYNNlt�C1P E�r. 5191-9 �C FLP Hoff B d 17 oT9tbb Better D.G. ",W E.#68708•(. ••• • • • • ••• • • • • • • • • • ••••• • ••• ••• ••• • • • • •• •• • • •• ••• • • • • ••• • • • • • • • • • ••••• i OPTIONAL FLANGE ^—l^k9Al ITEM 2, ITEM 3, INTEGRAL FIN SILL BOX FRAME HEAD/JAMB MAIL: White Ridged PVC by MIKRON Industries, Inc. MAIL: White Ridged PVC OPTIONAL DWG NO. 9285 by MIKRON Industries, Inc. FLANGE DWG NO. 9288 ITEM 1, INTEGRAL FIN HEAD/JAMB MAM White Ridged PVC by MIKRON Industries, Inc. DWG NO. 9287 847 •0 1.160 ITEM 12, SASH SIDE RAIL MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7093 BOX FRAME SILL MAIL: White Ridged PVC by MIKRON Industries, Inc. RDnUCI' IuaxEN D DWON0.9288 COmP�rringgvllhlwreFt.i,..n ITEM 13, SASH LIFT RAIL MArL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7745 • • • • • • • • • +oroN K wFL aaz7s ERUS/OIIINS • • • • • • • • Pm sgxI= � '— Znyl Sln le Hung Mindow. Large Missile NOK01dl8, Fl.342r4 Vw* Bettor 1—= I- 8 —aW - st�eao He/f 8 d ?? 6181-1 ••• • • • • ••• • • • • • • • • • • • • • •• •: 60 •i• i• •• REVISED A with the Flmide `� ,�.jo� • \SENSE R * �� •• (A eSA•: p.'S5Z A. LY IJE { 68t�Oh`, P.E. FL RES $8705 • • i• i• • i i• i i i • ••• • • • • ••• • • • • • • • • • • • • • •• •: 60 •i• i• •• REVISED A with the Flmide `� ,�.jo� • \SENSE R * �� •• (A eSA•: p.'S5Z A. LY IJE { 68t�Oh`, P.E. FL RES $8705 Example: 52.125 x 75 For 1/1 Wlndowa Anchors required in the head 3 4 Anchors required below the MTR Anchors required above the MTR Example: 52.125 x 62.500 For Vlew Window a 3 Head'" 3 3 4 2 2 Sash' Fixed - NOTE FOR VIEW WWDOWS USE VIEW FIXEI) WINDOW HEIGHT FORANCHOR QUANTITY IN HEADAND ABOVE THE MTR, AND USE THE VIEW SASH WNIDOW HEIGHT FOR ANCHOR QUANTITY BELOW THE MTR. MUN/iUM HEIGHT FOR VIEW WINDOW IS 621/2". I�ASi��•731h'i'1:TIPJ alp! PER • -0AOEL • • • 1070 TECHNOLOGY ORIVE — M— D W NOK • NOKOMI8, FL 84278 NOCTAOE7A1fe1REG7. • • • • • • • PO.BQX1828 Inc awx NOI(OM�,FL94274 V/slbly • ••• • ••• ••• ••• r• • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • ©®000�0�00000000�00�0©'. • • • • • • • • • • • ®��O��DO�DOOO •• 0.0 • • •• •• ••• • • V V V V �®©00000000©©V�V© 0 Example: 52.125 x 75 For 1/1 Wlndowa Anchors required in the head 3 4 Anchors required below the MTR Anchors required above the MTR Example: 52.125 x 62.500 For Vlew Window a 3 Head'" 3 3 4 2 2 Sash' Fixed - NOTE FOR VIEW WWDOWS USE VIEW FIXEI) WINDOW HEIGHT FORANCHOR QUANTITY IN HEADAND ABOVE THE MTR, AND USE THE VIEW SASH WNIDOW HEIGHT FOR ANCHOR QUANTITY BELOW THE MTR. MUN/iUM HEIGHT FOR VIEW WINDOW IS 621/2". I�ASi��•731h'i'1:TIPJ alp! PER • -0AOEL • • • 1070 TECHNOLOGY ORIVE — M— D W NOK • NOKOMI8, FL 84278 NOCTAOE7A1fe1REG7. • • • • • • • PO.BQX1828 Inc awx NOI(OM�,FL94274 V/slbly • ••• • ••• ••• ••• • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • r M ANCHORAGE NOTES FOR BOX FRAME: 1. ANCHOR TYPES: y 3/18° ULTRACONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -8' MAX. FROM TOP CORNERS JAMBS - 9' MAX. FROM TOP CORNERS' ('NOT TO EXCEDE 114 OF TOTAL WINDOW HEIGHT) 6' MAX. FROM BOTTOM CORNERS V MIN. BELOW MTG, RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. S. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11. 1/1 WINDOW 621!8" —►( VIEW WINDOW 621!8' I 8H FIXED 621/2' — 4H SASH M l Stn le Hung_Window, Large Missile S NTS 9 a 11 '- 5191-1 "RODUCT REVISED - oomylylog>W8t the Florida Building Code Acceptanea No '? Ex imlionDate UI$ - B ' Miami aProductca o1� J LYNN 4f�('�i0i ��•�� • ti\CENSE'••�F.j� ` * ' No. 58705 �•'•, STA EOF ��.�'•. FCORIOP.•' �,��: A. &UAUI&kk ' P.E. FL P.E.# 58705 2x WOOD BUCK #10 SCREW (SEE NOTE 3) AIN.— - 1318° MIN. 2x WOOD BUCK (SEE NOTE 3) OPTIONAL FLANGE 1/4" MAX. SHIM SCREW JAMB W/ BOX FRAME HEAD W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1x WOOD BUCK (SEE NOTE 3) J. ..4a...� .'. 1318° MIN. } , 3.5 KSI MIN. CONCRETE'.•• ••'--i MIN' 1/4"MAX. SHIM }+- OR 1.6 KSI MIN. CMU •: y,•:;..-'• I o OPTIONAL FLANGE 114" SHIM :' : ;.r •-,3N8' ULTRACON �•I� I I� • :• �: • • 1x WOOD BUCK 3/18' ULTRACON (SEE NOTE 3) OPTIONAL FLANGE JAMB W/ BOX FRAME HEAD W/ BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL 1x BUCK OPTIONAL NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 311W ULTRACON, EMBEDED 131W MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1" MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 010 STEEL SCREW, EMBEDED 1 318" MIN.. 3. WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1W THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 1/B" 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 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. WR ' 10707Ep@lOLOOYDRIVE ANCHORAGE DETAILS -BOX FRAME • • • • • • • Noxows,r1a4x70 *� • • • • • • PObQI��Vsntt6010 SlIe Yung Window, Large� M issile Nox6 324 Vbt* &mr NTS r10 a 11 6981-1 • ••• • ••• ••• ••• • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • nxo"UCT'BVIsBD ...pl,.,,>A.lhe Plodda Buildtug Code n`sxPtp+on o c 4 14 n By Miami, u¢t [rot✓ r/ ``��• ONi L7 NN 47 Jii�i * ' No.55705 ��''!rSIO(�NA� �c��``• A. FL P.E.# 58705 dO 2x WOOD BUCK ^.ODUCT RBVISBD complyiKgwlW Oro Wmtda Building Code AAmptwce]allo / - 013.!y (SEE NOTE 2) B _ wham apradoat yJ 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI -RADE COUNTY, USE 11W D16. x 1 12" NAIL. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1i2". 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 1 !4" MAX. SHIM I+ 1/8' DIA x 1 1/2' NAIL, 2x WOOD BUCK ' �10ENSF' • .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. Z N0.58705 =_ IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 6' MAX. FROM (SEE NOTE 2) ro.mar aem rtrou.c • • • • • • • • o+ oo rvrane A PER 1fAM/DADBLEWERDATP�wsp9 fa a • • • i 0 P.O.BQX162g Noroorng,r13a2r4 �— CORNER & 41/8' O.C.. D.O. 19!}8Po8 B (Pp IDHAN(7/11837�'ETi • • • • • • • n .a Single Hu Window, Lame Missile fm a Sltaoo NTS 11 a 11 5181-1 C u rBmr�}} c fvocrrA'xoE7's• • • . • • . • VMb(f Barer o—spmK aam D.G. 08/07/08 4�;m 1!4" MAX. SHIM OPTIONAL FLANGE 114' FLANGE 7OPTIONALA 1/8' DIA x 1 U2' NAIL, MAX. SHIM o 21/4' MAX. FROM U8' DIA. x 1 ire NAIL, CORNER & 41/6' O.C_ 6' MAX. FROM CORNER & 41/8' O.C.. 2x WOOD BUCK OPTIONAL FLANGE (SEE NOTE 2) JAMB W/ NAIL FIN HEAD W/ NAIL FIN SILL W! NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING • ••• • ••• ••• ••• • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ^.ODUCT RBVISBD complyiKgwlW Oro Wmtda Building Code AAmptwce]allo / - 013.!y NOTES: B _ wham apradoat yJ 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI -RADE COUNTY, USE 11W D16. x 1 12" NAIL. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1i2". 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 I r GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 0063-T6 AND A MINIMUM OF 1/S" THICK. THE ' �10ENSF' • .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. Z N0.58705 =_ IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. STAT 1 ro.mar aem rtrou.c • • • • • • • • o+ oo rvrane A PER 1fAM/DADBLEWERDATP�wsp9 fa a • • • i 0 P.O.BQX162g Noroorng,r13a2r4 �— ANCHORAGE DETAILS - Inte Integral Fin Frame � '� '• FCORiDP •' �"- �i • SS��IVAI..ti�G� ��,, A LYN�1 MILLER, P.E. FL P.E.# SS705 D.O. 19!}8Po8 B (Pp IDHAN(7/11837�'ETi • • • • • • • n .a Single Hu Window, Lame Missile fm a Sltaoo NTS 11 a 11 5181-1 C u rBmr�}} c fvocrrA'xoE7's• • • . • • . • VMb(f Barer o—spmK aam D.G. 08/07/08 • ••• • ••• ••• ••• • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M� AMS MIAMI-DADE COUNTY, FLORIDA f M1 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miainidade. / era/ PGT Industries 1070 Technology Drive Nokomis, 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 PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11HR--510" White PVC Horizontal Roller Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. 5191 2, titled "Vinyl Horiz. Roller Window, Impact -resistant", sheets I through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami --Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. • • : 80 80 ***see LABELING: Each unit shall bear a permanent label with the manufacturer's nage o$ logo4.da.state, •. model/series, and following statement: "Miami -Dade County Product Control Approvea8, unless otherwise***" sees.. noted herein. sees.. sees .. RENEWAL of this NOA shall be considered after a renewal application has been EW and there leas been..... no change in the applicable building code negatively affecting the performance of tlfs: t8ouct. s •'' . 90:600 TERMINATION of this NOA will occur after the expiration date or if there has J * * i evision o* change 0 in the materials, use, and/or manufacture of the product or process. Misuse of this2RYA �s an pndopements . .. of any product, for sales, advertising or any other purposes shall automatically terminate. this 1$07T.'F►ailure. to comply with any section of this NOA shall be cause for termination and removal afoOk sees : 80 ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, FISlida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA No. 09-0901.07 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. idl MI DADS =UWY NOA No. 11-1114.06 �IeA%v � Expiration Date: February 17, 2016 Approval Date: February 09, 2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11, 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 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 Calculations, and structural analysis, complying with FBC-2007, prepared by manufacturer, dated 08/20/09, signed and sealed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) • • • : • SSSS.. 2. Glazing complies with ASTM E130042/ 04.• .. ..Soso ...ss. SSSS.. D. QUALITY ASSURANCE • *6000 • 1. Miami -Dade Department of Permitting, Environment, and Rego dfolhy Affdils (P.ERA)' SSSS . SSSS .. SSSSS SSS.. . . SSSS.. E. MATERIAL CERTIFICATIONS .. ..*ease*SSSS.. 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DoNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on gVj.4 jj 7. • • • • • S :0090: F. STATEMENTS Go** 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. Ci1 Jaime D. Gascon, -P. L Product Control Section Supervisor NOA No. 11-1114.06 Expiration Date: February 17, 2016 Approval Date: February 09, 2012 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of conformance, dated 08/20/09, signed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 5. Statement letter of no financial interest, dated 08/20/09, signed and sealed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 6. Laboratory compliance letter for Test Report No. FTL-5916, issued by Fenestration Testing Laboratory, Inc., dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09-0901.07) G. OTHERS 1. Notice of Acceptance No. 09-0901.07, issued to PGT Industries, Inc. for their Series HR -510 White PVC Horizontal Roller Window—L.M.I., approved on 02/17/10 and expiring on 02/17/2015. •090:0 •••••• • (�:Yeie!�- Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 114114.06 Expiration Date: February 17, 2016 Approval Date: February 09, 2012 E--2 *fees* • 006:00 • • : •e•••• 0000 0 fee• a •• 00:0• 40:00• 0000 •0000 •• 6e •0:0•000:• • • • • • •0.00• 60.6.6 : • • 0•000• 00 00090 (�:Yeie!�- Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 114114.06 Expiration Date: February 17, 2016 Approval Date: February 09, 2012 E--2 ® IMPACT -RESISTANT HORIZONTAL ROLLER BOX FRAME AND INTEGRAL FIN WINDOWS GENERAL NOTES: 1. GLAZING OPTIONS: A: 718"10 -5/18" H/H - SGP + 7/16'- AIR + 1/BA CAP 8.7/8"IG -6115°H/H- SGP +7/18"- AIR +1/8"TCAP 2. CONFIGURATIONS: XO AND OX. 3. DESIGN PRESSURES: +601-70 PSF (ALL GLASS TYPES LISTED) ANI A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-M 4. SHUTTERS ARE NOT_ REQUIRED. 5. ANCHORAGE: ANCHOR SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. THE 331/3% 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. APPROVED ANCHORS: 1, #10 STEEL SCREW (G6) 2,3116- ELCO ULTRACON. �2 618" MAX. TYP.4° 21/4° MAIC O.C. MAX. TYP. T r— Design Pressure RatbtO Impact Rating + 601- 70 PSF Lat08 and Small Mlsdo Impact + 80 P 70 PSF LarBa Missile Impact Only (wmomwomm�rmmma� ®vl d p NOA DRAWING TABLE OF CONTENTS G SHEET GENERAL NOTES.» ................._........».».1 ELEVATIONS......».....»....».... ................ 1 • GLAZING DETAILS .... » .................... _..... 2-3 v O SECTIONS. I.F. FRAME ...........................4 O SECTIONS, BOX FRAME . .... .................. 5 Iii PARTS LIST ........ ........................... ..... 8 EXTRUSIONS ........................................... 7 ANCHORAGE SPACING, BOX FRAME... 8 x O ANCHORAGE DETAILS, BOX FRAME.....9 • — 0 ANCHORAGE DETAILS, I.F. FRAME....... 10 323/4 VENT DLO WIDTH 32816 FIXED DLO WIDTH WTEGRAL FIN 781/4" FRAME O.D. MAX SIZE 73X82° 0. REFERENCES: TEST REPORTS FTL-5818; ELCO TEXTRON NOA 73° MAX. 07.0426.01; ANSUAF&PA; NDS -2005 FOR WOOD CONSTRUCTION;32 8118 FIXED DLO WIDTH ADM -2006 ALUMINUM DESIGN MANUAL. 32 3/4 VENT DLO WIDTH I. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). & SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. O p 8. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE 0 AND FLANGE OR FIN. OVERALL SEALINGIFLASHING STRATEGY o FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 10. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C•80. m ' —4 x o 01r2" MAX _ 81/4" 4" SEE SHEET 7 FOR�-•— ANCHORREQUIREMENTS 6lir Max. • • • aon7wNaioorctmEI:L.EVATIONS&A lB/0 t�•t•)LI9,Fla9axss me • Vln Hartz Roller HR810 I —A rrS or ••• • • • • • • • • • • • • •• • • • • •• % • • • • • • • • • • • • • • • • • • e • • • • • •• •• • • t ••• • • •• •• ••• • • • BOX FRAME MAX. SIZE = 73"X 62" 1 m 10 I 5191-2 Sal 4Luz -p0 SFI O \01, Wiz` ' P.E. PALO 88708 • ••• • ••• 778° OVERALL GLASS NOMINAL 18° LAM] GLASS NOMINAL !B" HEAT STRENGTHENED GLASS 7h8° AIRSPACE .090 DUPONT 1/8" ANNEALED OR SGP INTERLAYER GLASS /8' HEAT STRENGTHENED GLASS 1/2" NOM. ILASS BITE EXTERIOR OPTIONAL FLANGE 7/8" LAMI I.G. GLAZING DETAILc 6" ' WITH 5/1LAMI GLASS AND 1/8" CAP ` * N0.58705 * / J.J. 10117111 NO CHANGE THISSHET• • • • • • •• =�0'., dFF TEMMLOOY CRIVE GLAZING DETAILS -BOX OR FLANGE FRAME ; �` F<ORioP.•'•• ��'�.� J. 01/18/10 A Cha ed Make drew • • • • eoKosire•� saws mF �tcsS ••.... • �G .� • • • • • • • • �po,eQXt�q Wh lHo& Roller Window, Im BCt-feSisteAt ��,�ONAI J.R. OS0209 Mule 1:1 1 Z m 10 6191-2 B P.F-#GSM • ••• • ••• ••• ••• • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • m 7/76" t/8" ANNEALED TEMPERED GU EXTERIOR OPTIONAL FLANGE OVERALL SS NOMINAL °LAMIOLASS IINAL HEAT STRENGTHENED GLASS 90 DUPONT GPINTERLAYER r HEAT STRENGTHENED GLASS iir NOM. ILASS SITE 7/8" LAW I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 1/8" CAP • • • • two'-LOOYOR VF GLAZING DETAILS - INTEGRAL FIN FRI 9 In OIDKONIS, FL 84278 *aa� • • • • •0 • $.o. BQX,M V/n l Hork Roller Wfidow, im aot misla %OKOMIS, R• 84274 as X1,•1 3 a 10 5191-2 • ••• • ••• ••• ••• • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LYNN Q��''• 4�GENS�c •,:,p � * ' N0.58705 �Q STA O kI ";,,'11/0��1�Y�`A�� I��E�\'� A. LYWUIrvtRLKR`P.E P.6.Y 88708 SEE NOTE SEE NOTE 1 SEE NOTE SEE NOTE 4 EXTERIOR DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES: 1. #6 x 112 FL SMS, LOCATED AT 4112' FROM EACH END AND AT 16° O.C. 2. #S x 3M FL SMS, LOCATED AT 4112° FROM EACH END AND AT 1S° O.C. 3. #6 x 1/2 FL SMS, LOCATED AT 4 IW FROM EACH END. 4. CAM LOCKS: (2) AT r EACH END b. WEEPHOLES ARE VX 3116°, SEE SHEET 1 FOR LOCATIONS. 23 EXTERIOR SEE NOTE DETAIL D HEAD SECTION NOTE 3 tim nodm l -tl (1 1 I I SEE NOTE 6F 10 DETAIL uiinrr SILL SECTION NV LYNN 44��0,� HOT WELD CORNER ASSEMBLY ` ��1 .\CEN CLc •. Ej1 (INTEGRAL FIN) 1 * ' No. 58705 .J. 1 17/91 B NO CHANGE THISSHMTO • • • • • ••oeo %�p�•, TA•'�k/� t�criNOLosr uwve CROSS SECTIONS - INTEGRAL FIN % �toRtoP. •'' M �O1/18PI0 A No Ow s thisehwt • • • • • • • Deme. FL 34278 af:Wow • • • • • • • • i ipo, ,� Wh / Hofiz. Roller Mdow, l ad-mslst8rni ��//I/ •nm ouc • AOKOUM, FL 34274 Mu•odK Bahr am — AL � PAL JR OW2109 retro 1:2 1 4 m 10 5181-2 B P.E.sa7m • ••• • ••• ••• ••• • • • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE NOTE DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES: 1.08 x 1/2 FL SMS, LOCATED AT 41/2' FROM EACH END AND AT 18° O.C. X #0 x 318 FL SMS, LOCATED AT 41/2" FROM EACH END AND AT 18.O.C. 3106 x 112 FL SMS, LOCATED AT 41/2° FROM EACH END. 4. CAM LOCKS: (2) AT r EACH END S. WEEPHOLES ARE VX 3H8'. SEE SHEET 1 FOR LOCATIONS. E EXTERIOR EXTERIOR SEE NOTE DETAIL D HEAD SECTION SEE NOTE 3 PRODUCT REVISED w wwttlyms with tw Plod& Dw1dfn8Ca& SEE NOTE 6 �� I U 10 DETAIL E u —tit t l 1, SILL SECTION J`�`pN� LYNN ryjl gyp, �� •'' iGENs '. �F.p �� HOT WELD CORNER ASSEMBLY (BOX FRAME) 2 No. esros J.J. 10/17/11 NO CHANGE SHM: • • • • o epees : 0�1 '• o f • • • 010 r�ruatx om uRw CROSS SECTIONS - BOX FRAME CAL , srA �o� I 01/18/10 A No chart es tills BSG • • • • • i • • • TEOM O C sans m" ,� �(• '' • F[oRl . P• ' C9 • • • • • • • •eqx VIn ! Noriz. Roller Wlnfiow, l-fi�lstant ��is`S�OIYAL e — ZNII� •�,� t i.ft (1W209 awa •TaoxahssFllaaala r�10 1:2 6 -10 6181-2 B #Wm • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG NO. or PART # DESCRIPTION QTY 1 8188 86188 FRAME FiFJ1D, 6aL AMID JAtVB3 (FPI MY) 4 2 5168 88168 FRAME Fi64D, SLL AND JAMBS (BOX ONLY) 4 4 8102 88102 FIXED(dEEf W6 Rg0. 1 8 8123 86723 F8(FO MFEjWO FAa-ALl1ANNIRA RBS. 1 H 78X1FPAW 8 x 7° FH1H:lI (CAM LOCI( f�'� 4 8 78X372PPABX 8qt 8X3 7/2° PPTYPEAB (F8(® N4q 4 8 718898P 330028 ALLAN 6C2iEW SUPPORT FLAILS 2 10 8138 88138 ROLLERTP.4CK 1 11 8138 88138 ANTI L�7' 2 72 71038W INSTALLATION IfOLE PLlXi3 (BOX OTA.Y) VARIES 13 8108 86106 SASH NTEW.OdC PAIL 1 14 8114 85114 BJIEiI.OdCRAL-ALl1NWAANRENF. 1 18 78208SLAW CAMSNfF}PLOIAC3 2 18 78133tiLI0N CAM SNt�LOgtK�Ht 2 17 1844 81044W w31P..187 x ,270 FW SEAL 1 18 5737 88137 SASH 8IDE RAL 1 18 8114 88114 SDE RAL - ALUN➢NLAN Rte. 1 � 1844 61844W W3TP..187 x .270 FW SFAL 1 21 B1W .88108 SABHTOP880TTOMRAa 2 22 8114 88114 TOP&t�TTOMRAa-ALUDANUMRENF. 2 23 1844 818W1w WBTP..187 x .270 FIId BEAL 2 24 228.1 42772ND ROLLER176113NK± 2 28 78RYN•a2 BRASS 4N�F18 4 28� 7812FW 8x 1J2 FH PHa82Pr31D/3 VARIES 27 7838FW 7x318 FH RAL /12Pf 5/073 VARA 28A 83NUK31d18 7l18° 8UP9A8PACER 286 88WdDK38 3t8"SUFfl7-SPAf23i 28A 8712 86112 13L.4Z6VCi BFAq 1 -LRE 32A 718" LAN LO.OLAS8:1JH° TEMPD�D OUIHOARD-AFBPACE-1/8'ANI�ALtID-.080 PJBQJfE78.AYER-1!8"ANI•fl3311.®(6H8°LAIVD) - 326 718" LAM LQ GLASS: IN ANNEAL® OUTBOARD-A�PAt�-ilb°AM�AL>ID•.�0 PVB 6JIEALAYER-1/8° ANNFAL� (8118° LAM) - 34 SGiESI 1 35 WF08'COVEtffi 4 37 SERPK3 BL06K 3e saDDw71He 40 21 13 16 15 18 O 1 O 8 O 21 11 24 26 4 PRODUCT REVISED 0 wmplybewiW Bre Florida Aa6ding Colo Acceptance Bt A 10 35 LYNN �`�`'��O'•1)GENSF•lCF'P ` No. 58705 �t 0 : ��*�0 �91 tum J.J. (0/17/948 NO CHANGE Tpil �H • • • • • • • ' . STAAATE OF A • TeCHNOLo3YCR11/E BOM& EXPLODED VIEW �?O'c`''••. FtoR�o?:.•�� .` Rematrea1314" and 4 014E • • • •NOIWtAH. FL342:8 rmc .,��5 • • • • 0 • • • • No -0.119 IGN n 1 HOIiL Rolle IMndow, lm Ct-fes/stant �i, S/ONA%-see hm10 NT3 5 w 10 5191-2_ g '� " P.S. • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • •• • • • • •• •• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • I.F.FRAME O DWG #5116 RIGID PVC FIXED MEETING RAIL ODWG #5102 RIGID PVC �-�-1.020—•{ 1.250 .083 L 174 FIXED MEETING RAIL REINFORCEMENT O5 DWG #5123 Al 6005-T6 1.647 899 87 aeo 1tj .1180 •� SASH INTERLOCK RAIL REINFORCEMENT 8814 18 DWG #5114 At 6063-T6 .803�—L .210 .035 BOX FRAME O DWG #5189 I.G. BEAD RIGID PVC ® DWG #5112 DUAL PVC D,E EXTRUSION CROSS SECTIONS ams iemrver! • • �DM VE PL T1s ma • • • • • • P.O. epx,sm Whyl Hot& Roller M/ndow, Im-imists NOKOl9&.'"W4 —NRal Bots 71 on — NR810 1:1 7 a 10 5181-2 SASH INTERLOCK RAIL 13 DWG #5105 RIGID PVC SASH SIDE RAIL SASH TOPBOTTOM RAIL 18 DWG #65137 DWG #65106 21 RIGID PVC RIGID PVC 1.306 Sao 1-+—.086 ROLLER TRACK/ANTI LIFT O10 DWG #5138 RIGID PVC • ••• • ••• ••• ••• • • • • • • • • • • • •• • • • • •• •• Or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N��111111/!�� LYNN ��, ' ��CENSS •. F.p �� * ' No.58705 0 . A LYNN 4UL P.E. P.E.98BM5 HEAD, SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF +60/-70 PSF OR LESS WINDOW HEIGHT ' 24 30 1 36 1 42 1 46 54 j 60 63 WINDOW WIDTH On) ANCHOR LOCATION # OF ANCHORS REQUIRED (TYPE 1 OR 2) 24 Head and Sill 2 2 2 2 2 2 1 2 2 • Jamb 2 3 3 3 4 4 5 5 36 Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 5 5 42 Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 5 5 48 Head and SIII 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 6 5 n54 Head and SIII 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 5 5 60 Head and Sill 5 5 5 5 5 b 6 5 Jamb 2 3 3 3 4 4 5 5 88 Head and 8111 5 5 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 5 5 72 Head and SIII 5 5 5 5 5 5 6 6 Jamb 2 3 3 3 4 4 5 5 73 Head and Sill 5 6 5 6 5 5 6 6 Jamb 2 3 3 3 4 4 5 5 ANCHORAGE NOTES FOR BOX FRAME: 01. ANCHOR TYPE : 1- 3H8" ULTRACONB BY ELCO (FOR MASONRY 3UBSTFtATE8) 2 - #10 SM SCREWS, GRADE6 (FOR METAL AND WOOD SUBSTRATES) MINIMUM EDGE DISTANCE OF 31W. 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS, 6.6" MAX FROM ALL CORNERS JAMBS -18.3126" MAX. O.C. HEADISILL-16" MAX O.C. S. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 6. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 1 $10. NOTE: FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. J.7 0/17/11 'B NO CHANGE TH1,WE" • • • • • • °` °" J.2 01/1 10 A Added add clmrtrdomraf101L• • • • • biro FL�[jjANCHOR CHARTS • • • • • • • • • a.0. sgxism Vin l Hork Roller Window, /m M realoa O'FL94V4 eme.rua, —A —a umr - rJt OB/97JOB � • • • • rrrrsro NTS 8 a 10 6181-2 REVISED S wun w° r'Ioriaa �0 tt»tt LYNN 4f,L(�'i�i� `� �a��`'�\CENSE''•."� �� No. 58705 * ' t • aS 11 .. cup ,0•. 8TA OF sS/rrON�A1�.44 E 0. LVNN�RLER P.E. P.E.d BB708 ••• • • • • • • • • • • ••• • • • ••• • • • • • • REVISED S wun w° r'Ioriaa �0 tt»tt LYNN 4f,L(�'i�i� `� �a��`'�\CENSE''•."� �� No. 58705 * ' t • aS 11 .. cup ,0•. 8TA OF sS/rrON�A1�.44 E 0. LVNN�RLER P.E. P.E.d BB708 13/6° MIN. #10 SCREW, SEE #10 SCREW, 114° MAX. SHIM--] SHEET 8 FOR SPACING SHEET 8 FOR SPA( REMOVEABLE Im _Li�_� SHEET 8 FOR SPACING 1�� i REMOVEABLE FLANGE-/ a FLANGE JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1318° MIN APPROVED MASONRY 3.6 KSI MIN. CONCRETE APPROVED MASONRY ANCHOR, SEE SHEET 8 .. OR 1.6 KSI MN. cMU U. ANCHOR, SEE SHEET 8 1 /4° MAX. SHIM —►I {+— FOR SPACING , : : ? �; e. ': a , •!'; FOR SPACING 13/8°+MIN. .b REMOVEABLE MAX p1lfl 4 b ° FLANGE 1/4°JSHIM UU '�•, sSHAX ' 1' b- A REMOVEABLE FLANGE REMOVEABLE FLANGE 3.5 KS1 MIN. CONCRETE APPROVED MASONRY �! : • o'' •., a °s ':'. ':' OR 1.6 KSI MIN. OW ANCHOR, SEE SHEET 8 3.6 KSI MIN. uwwRETE , FOR SPACING OR 1.5 KSI MIN. CMU JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 3/16" ULTRACON, EMSEDED 1 31W MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1° MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 010 STEEL SCREW, EMBEDED 1316° MIN.. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2•.1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6063-T6 AND A MINIMUM OF 116° 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 BEA 010 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. NO CHANGE 7HISIMEf'1 • • • • • i ; • No S M •feet • • • • • • • /s770oTECNN , FL 3a2 INSTALLATION DETAILS-BOX/FLANGE FRAME • • • • • • • • • -= 14 Vin Holtz Roper Window, lm gLme/stent ome NOKOId 94274 HR670 12 9 a 10 — 51812 B NOTE: INSTALLATION TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS t-YNAI * No. 56705 A••a'itz A EOFII =�G: s//Ol ��N�A\�.�� E? A LYNN NILLY:ER P.fi. P.E.®m m or • • • • • • • NOTE: INSTALLATION TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS t-YNAI * No. 56705 A••a'itz A EOFII =�G: s//Ol ��N�A\�.�� E? A LYNN NILLY:ER P.fi. P.E.®m m 1 /4" MAX SHIM—►1 I-- 1/8"(.131") DIA. x2 10 NAIL, SEE SHEET 1 ® FOR SPACING REMOVEABLE FLANGE—•r L l/8"(-131") DIA. x 2112" NAIL, ® SEE SHEET 1 FOR SPACING JAMB W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING REMOVEABLE FLANGE ® SEE SHEET 1 FORS AC OTES:® FLANGE HEAD W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING v4" fMAYL SHIMT SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI -DARE COUNTY, USE lAr (.131") DIA x2112" NAIL 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/21. 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 GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T8 AND A MINIMUM OF 1/8" 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 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. ••m /n�ea d•]IWOTElbCHNOL1� •NOKOI.8�F1�3ffi74 8a278� I S ALLATIONDEfA1LS- • VlnjW Hork Roller IMndow, • • • • • • • •auasoa,e ee,x /eoo 1:2 10 a 10 • NOTE: INSTALLATION TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS 5191-2 LYNN M/'//// �� '��.• JGENSF''•Z Ak _ No. 55705 _ 2—sl ril C) •'., STATE OF : • RI A LYNN as P.E. REV 88705 •• • •• •• • • • ••• • • ••• • • • NOTE: INSTALLATION TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS 5191-2 LYNN M/'//// �� '��.• JGENSF''•Z Ak _ No. 55705 _ 2—sl ril C) •'., STATE OF : • RI A LYNN as P.E. REV 88705