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WS-13-1567Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION JUL I FBC 20 �O Permit No. C ii Master Permit No. -W Permit Type: UILDING ROOFING JOB ADDRESS: 100 `l® f•, M) AM7i r AtFc City: Miami Shores County: Miami Dade Zip:tS� h Folio/Parcel#: ll- 31®1 -(7a1 •--®1®® , t, Is the Building Historically Desi g y grated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): ►REQ PA&E9- Phone#:—qa-14.2-316 1 AddressADDID P M diol ShlE City: shnags State 61,0i1AY--,A Zip: Tenant/Lessee Name: SPF) Phone#: Email: CONTRACTOR: Company Name E (� �T{�nG '�Ei+C Phone#: —3'®82 B Address: abq® Ca+n o 0�" azo City: AState: Gq Zip: Qualifier Name: &WS i -G QAYY101ft-L, Phone#: State Certification or Registration #: CRS q Certificate of Competency #: Contact Phone#: DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ 13, f:1 S 1 Square/Linear Footage of Work: Type of Work: ❑Addition Description of Work: _ Color thru tile: Submittal Fee zP Permit Fee $ Scanning Fee It R d F it ONew ❑Repair/Replace Notary $ Training/Education Fee $ Double Fee $ Structural Review $ ODemolition CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $,k? d Bonding Company's Name (if applicable) ►Jl�i , .a Bonding Company's Address City State Zip .'; Mortgage Lender's Name (if applicable) t .IP1 Mortgage Lender's Address City State Zi A_ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has ." commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating ,:onstruction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK. PLUMBING, STGNS. Y's'ELLS, 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 xs ith :u; ..applicable laws regulating construction and zoning. 66W.ARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICI FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENT) TO 03TI. IN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE f!' RECORDING YOUR NOTICE OF COMMENCEMENT." h N AIotice to Applicant: As a condition to the issuance of a building permit with an estimated value erc•eeding $2500, the applicant ,nest 11romise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person [choseproperty is subject o attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job sit, -' .for the first inspection(' nspection i 'ch occurs seven (7 dgvs after the building - ) ft g permit is issued. In the absence of such pasted entice, tirr� inspection will not be � �ved and a reinspection fee will be charged. S Owner r Agent .N The foregoing instrument was acknowledged before me this _ 0�,by Kende, s r'aa, %N ho ois pc:•sonally mown to me or who has produced FL. As identification and who did take an oath. NOTARY Signature - Contractor The foregoing instrument was acknowledged before me this__�j day of rn At) , 2013 , by 0j",fwgh, who is personally known me or who has produced___.. NOTARY cation and who did take can Nath, Sig _ Sign: Print {Yl • m ' S Print: Par ' rY, sr,sS _-- My Commission Expires: d?P "9.^ i�AArj;U3KA� aFALEG Nu©. : �,PalOSKp My Commission Expires -,1` [ °�' �: y GOMPo1i�SIGe1 r EE 0793'12 ^Y GOMM9312 !SSIOIJ ' EE 07 !1¢ r EXP ES April 11, 2015 LA -I I — 13 FES Apr 11, 2015E'! SondedThru Eudge: NOWY Services r,r .o Bonded Tnc 6udgd "totary Seavius ! :::::x:y:1:a:H:X::3:k=H�::h:k:h>I+H+>kN::a:kekAs+krE�a+HA�yE+ksk=H:kaahsi::K=��+k:k•k�:Hs•k+kffi+:NH+H•+k-k:keH+k+k:ksk:h%kffi>k:kH:sksh:i�>kT�:>kXc:�R:>k'kjk:k�=k:K'=.^•��K:`zIF:k Hs:k H+:hM:k �:k9kX+A::fi :x:<>;::f•'ri::� �:> .�•�j� w• .: APPROVED BY%1 I Plans Examiner Zoning ,6 Structural Review Clerk s i M [Revised 311M04•� (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) �e .ry CERTIFICATE OF LIABILITY INSURANCE D02122 nlonrYYVY) OZ/2212013 HIS CER -n xft IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT. If the certl0cate holder Is an ADDITIONAL INSURED, the policy(les) must be andOnod. If SUBROGATION IS WAIVED, subject to the terms and conditions Of the policy, certain policies may require an endorsement. A statement an this certificate does not confer rights to the ffib eortate holder In IfaU of such endarmmountlst_ PRODUCER MARSH USA, INC. TWO ALLIANCE CENTER 3560 LENOX ROM, SUITE 2400 ATLANTA, OA 30.726 100492-HWIED-OW-FL•13.14 _ Mu INSURED TND AT-HOME SERVICES, INC. DILA THE HOME DEPOT AT-HOME SERVICES 2456 PAEES FERRY ROAD ATLANTA, OA 30338 C, —. — .,... —._... FAX .. .. _ .. .. . — —•• --• .. •_ ... __LLQ N L_.... —_ . . MRaAPPORDINGcpttl:pAGa NAIC0 1m0e Comby 26387 el Ine Co - -- 23817 n,,.-ww,an„a-yc KEVISION NUMB •i THIS IS TO CERTIFY THAT TwE POLICIES OF INSURANCE LISTEb BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOM THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TR TYPE OF IrosURANCE POLICY NUMBER MU MiaGv EFF A GENERAL UAB LITY I GLO4837714.03 03101!2013 03101lZ014 j( EACH OCCURRENGQ g 9,000,000 COMMERCIAL GENERAL LIABILITYDAMAGE TO - —1 CLAIMa-MADE ] OCGUR LINKS OF PO{ ICY XS° PREMISES (Ea occur oar¢} 6 MEDEXP onepelmh $ EXCLUDED "OF SIR; SIM PER OCC" - "'— ; PERSONAL A ADV INJURY GENERAL AGGREGATE ! CENL AGGRGATE LIMIT APPLIES PDR PRODUCTS _ COMPIQP AGG $ 0,000,000 X POLICY P 0- Loo AUTONIOSME LIABILITY - s ANY AUTO AAUT09 NEDSSCHEDULEDOSHIRED AUTOO NNEDOS UmAeRELL 6 WCCUR LAIMS-MADE DED RETENTIONS WORKERS CONF%NSATION ® AND EMPLOYERS' LIABILITY YIN ANY PROPRI6TORM MBEARn* r INIA (MaRgefohrinN)41 'L—' j (FL) 1 03!01!2013 DESCRIPTION OF OPfiRATIONS beNlNr .X,: I I , DFSCRIPMON or OPERATIONS i LOCATIONS tVEMMS fAsmcrt AaosD 101, Addltlonstl Rnay,ro gch� Hmens • >�a Is rapolrad) �PROIP_EX 1LY INJURY (Par puram) S - LYJURY (Par a=WRnl) $ MGE� -- T_-' .. S EACH OCCURRENCE__ 5 WCA W O N• EL. EACH ACCIDENT 5 1,A04,000 a� n,nas� 1 inn nM E.L. OIEFAW - PouoY t.tentr a 1.000,000 MIAMI SIIORES VILLAGE BUILDING DVT, SHOULD ANY OF THE AOoa DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2 AVE, THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MIAMI SNORES. FL 93136 ACCORDANCE WITH THE p0UCY PROVISIONS. AUTHORIZED REPRmsENTATIvE W Marsh USA Inc, ManaRN MUkheryes dip %Av1o" ei ACORD 25 (2010105) The ACORD name and logo are reglsla� marks of ACORDO�p CORPORATION. All rights reserved. NOTICE OF COMMENCEMENT A AEcOROED cape musT aE Pawn ON THE JOB SITE AT TIME Of IFIAST INSPECTION PERMIT N0. TAX Fouo NO:tL_N01'- oL(-0(ao STATE OF FLORIDA: COUNTY OF I"dIAMI.OAOEt rHe UNOERSIGNED hereby gives notice that improvemenis will be mads to certain real property. and in accordance with Chapter 713, Florida Statutes. the following information is provided in this Notice of Commencement. 1. Legal description of property and streettaddress: x"70 IN n%jAmr U& rlflihrnr SHOW -L I !W_ A i -- "iS LT 384L 2. Vb CII N 2013RO X69388 OR 13-k 28732 Ps 1469P t 1 u s) RECORDED 07/19/2013 14:12:31 HARVEY RUVIHr CLERK OF COURT MIAMI-DADE COUNTYr FLORIDA LAST PAGE 2. Cescriptiort of improvement: LA) 3. Owner(s) name and address: Interest in property: �i- Name and address of fee simple titleholder. 4. Contractor's name and address: a s;aM W �•foGto 4.11 f'tt•W .4De7 Rrtecrrfl 43 5. Surety: (Payment band required by owKer from contractor, if any) Name and address: Amount of bond S' S. Lender's name and address: 7. Persons within this stats of Florida designated by Owner upon whom notices or other documents may be served as provided by Section '713.13(1)(a)l., Florida Statutes. lame and address:, 410 A. In addition to himself, Owner' designates the totlowinq person(s) to receive a copy of the Lienor's Notice as provided ,n Section 713.13(t)(b), Florida Statutes. Name and address: 11. Expiration dateof this N e of Commencement: (the expiration date is t year from the date of recording unless a djHerent date is 3pacifted) Signature of Owner {� Print Owner's Name ::: r -r' Z.,`rtL.1 _ Prepared by �14C iZ- 3rvorn to and subscribed before me this day of tlotary Public Print Notary's Name "Iy commission expi /s. ,Address: ICW1e P rK STATE OF FLORID r+fl' LAWRENCE M BURNETT ► T=1FY a MY COMMISSION F-E1S9851 original filed in alk EXPIRES December as, 2015 On . AA !NI NE my hand and Offidal Sed. HARVEY RUVIN, CLERK, of Cir W 4 31 1L or i s ;a 9 O n Z r' O O O M n m = m W 3 2 N � a a a a N a O co OD a 17��e���-- Vami Shores Village APPROIED BY DATE -N, NG DEP F' �.. DEPT_ i 1\,!Pi 4,MCE WI fN All FEDERAL � � ,', L_5 F��ID PEUIJLATiONS RIECT JUL 12 2013 V THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 6963564 Prayer Opening Location No Location Comer 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 1 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 51 N/A NO 2 4 11-1114.06 SGW 60.00 70.00 40.10 43,40 37 51 N/A NO 3 4 11-1013.19 SH 60.00 70.00 40.10 43,40 31 38 N/A NO 4 4 11-1114.06 SGW 60.00 70,00 40.10 43,40 37 51 N/A NO 5 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 37 51 N/A NO 6 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 45 N/A NO 7 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 51 N/A NO 8 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 51 N/A NO 9 4 11-1013.19 SH 60.00 70.00 40.10 43.40 24 24 N/A NO 10 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 39 51 N/A NO 11 4 11-1013.19 SH 60.00 70.00 40.10 43.40 21 38 N/A NO 12 4 11-1013.19 SH 60.00 70.00 40.10 43.40 26 38 N/A NO 13 4 11-1114.06 1 SGW 1 60.00 70.00 1 40.10 1 43.40 37 38 N/A NO SGW= SLIDER GLASS WINDOW I SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR I PD= PATIO SLIDER DOOR I CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN=AWNING 1 0 0 1 OF 1 FLORIDA BUILDING CODE 2010 - ASCEISEI 7-10 -WIND LOAD TABLES -170,176 mph -Enclosed Building with mean roof height less than or equal than 60 Feet -:EXPOSURE C AND D WIND PRESSURES IN PSF 47n MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Posiftivel Negative Positive Negative Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7 47.4 58.6 31-40 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Posiftivel Negative Positivel Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 I z5 z4 & z5 z5 0-15 j 36.7 39.7 48.9 40.1 t43-4 53.- 44.2 47.8 58.9 39.0 42.2 51.9 .6 .0 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 60.1 1 49.2 53.4 65.9 41-50 47.2 51.2 1 63.0 1 51.6 1 56.0 69.1 51-60 49.1 5 6 58.2 71.8 LOCATION EXAMPLE MIAMI -DADS COUNTY MIAMI -DADS COUNTY WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D Building Roof Slope less than Height 10 degrees Roof Slope greater than 10 degrees Posiftivel Negative Positive Negative z4 & z5 z4 z5 z4 & 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 52.3 64.6 21-30 47.4 51.3. 63.1 51.7 • 56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS ANDS' "^DING MURRlCANE SFIUTTERS bVINDObNS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CrrY 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. 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and.other terrain with numerous closely spaced obstruction having the size of single family dwellings. For building <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 R For building > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 it or 20 times the building height, wichever is greater. Based on the FBC- HVHZ, use Exposure C when building Is located In Exposure B 5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights .toss than 30', open country and grasslands. Exposure C will apply when exposure D and E do not apply. 6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surboes prevails in the upwind direction for a distance greater than 5000 It or 20 times the building height, whichever is greater 7- BUILDING CONSIDERED ENCLOSED - Ali glazing shall be Impact resistant glazing or protected with an. impact resistant covean9. 8- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH 9- TOPOGRAPHIC FACTOR Kzt=1 -(FLAT TERRAIN) 10- DIRECTIONALITY FACTOR Kd -.85 (Wind Directionality Factor) 11- TRLPUTARY AREA: 10 SOF . 12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4°h of the least horizontal dimension or 3 it. a a WIND PRESSURES IN PSF 775 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 0-15 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 61.3 175.5 61.9 67.1 82.9 LOCATION EXAMPLE MIAMI -DADS COUNTY RooF Slope \HEIGHT Bra -1 �I 019- rey�. 12 I Z4 1 �Z4 I �� MEAN RQQF a<=BW x0.1 ora<=hx0.4 BW less or equal than BL a must not be less than a=3 feet or a=0.04xBW E N 6 C 0, ine. Engineering Services - CA 8116 5595 Orange Drive 201 DAVIE - FLOA 33314 Tei: (954) 5SM304 E-mail: EngoodAOLcOm JUN 21 `2013 PEDRO DE FIGUEIREDO PES2609 NOT VALID W/OUT SEAL 3/6/2012 MIAM MIAMI-DADE COUNTY, FLORIDA EM 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.miainidadt.go_v/gera/ 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 "HR -510" White PVC Horizontal Roller Window - L.M.I. APPROVAL DOCUMENT: 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., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been ono change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or cange ;in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement 'of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is ,displayed, then it shall be done in its entirety. .INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-0901.07 and consists of this page 1 and evidence pages E-1 and E-2; as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1114.06 Expiration Date: February 17, 2016 ZlZ�ly Approval Date: February 09,,a2012 g 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: { L 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) 2. Glazing complies with ASTM E130042/ 04. D. QUALITY ASSURANCE 1. Miami --Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 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. Jaime D. Gascon, -P. E. Product Control Section Supervisor NOA No. 11-1114.06 Expiration Date: February 17, 2016 Approval Date: February 09, 2012 E-1 H I, 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 61GIS 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. E--2 bN' Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 11-1114-06 Expiration Date: February 17s 2016 Approval Date: February 09, 2012 I&IMPACT-RESISTANT HORIZONTAL ROLLER BOX FRAME AND INTEGRAL FIN WINDOWS GENERAL NOTES: 1. GLAZING OPTIONS: A: 70 IG -5/18° H/H - SGP + 7/16"- AIR + 1/8"A CAP B. 7/8" IG -51181 H/H - SGP + 7/16"- AIR + 1/8"T CAP 2. CONFIGURATIONS: XO AND OX, 3. DESIGN PRESSURES: +6N-70 PSF (ALL GLASS TYPES LISTED) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4, SHUTTERS ARE NOT REQUIRED. 6. ANCHORAGE: ANCHOR SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. 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. APPROVED ANCHORS :1, 010 STEEL SCREW (G5) 2,31110" ELCO ULTRACON. 6. REFERENCES: TEST REPORTS FTL-6918; ELCO TEXTRON NOA 07.0426.01; ANSIAF&PA; NDS -2006 FOR WOOD CONSTRUCTION; ADM -2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY MAX. TYP' 4" O.C. MAX. TYP. 21/4 MAXr— ® Design Pressure Raft Impact Rating +g0 P 70 PSF Large and Small Missile Impact (� wnn a w"�..a oxorta. erob wcl + 00/- 70 PSF Large MlssllekeImpact Only av��roaem•+®m,ar awl ' p NOA DRAWING TABLE OF CONTENTS 0 0 � W SHEET G � GENERAL NOTES. 1 ELEVATIONS............................................1 GLAZING DETAILS........ .......................... 2-3 O SECTIONS. I.F. FRFUuIE .».............. 4 SECTIONS, BOX FRAME ......................... 6 ,ii Ia PARTS UST ._..»................_._. EXTRUSIONS.........................................7 ANCHORAGE SPACING, BOX FRAME... 8 k32 O ANCHORAGE DETAILS, BOX FRAME.....9 ANCHORAGE DETAILS, I.F. FRAME....... 10 3/4 VENT DLO WIDTH 329/16 FIXED DLO WIDTH INTEGRAL FIN —77 MAX 78114° FRAME O.D. MAX SIZE = 73°X82° WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. C7 9. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY 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 C90. P • 73" MAX. 32 9116 FIXED DLO WIDTH 32 $14 VENT DLO WIDTH 9 Q N ' I BOX FRAME SEE SHEET 7 FOR 15° MAX' O.C.MAX �— ° ANCHOR REQUIREMENTS 6112" Max. SIZE = 73 X62" a eTECHNOLOGYORME ELEVATIONS & ANCHORAGE NOKOMIS, FL 94278[ RT aft P.O aqx lazaVin l Hork Roller Window, lm of resistant NOKOMIS. FL 99274 8mta9m� 1 —asseta d 7i1 --"— i - " — 51812 ' taec90 NNTS 011I111/ LYNN � No.58T0� W'45 QSsix f r=; INAL A LYNN MILLER, P.E. P.EB 88708 ® +--.- 7/8" OVERALL GLASS NOMINAL 18" LAMI GLASS NOMINAL - 1/8" HEAT STRENGTHENED GLASS 7118" AIRSPACE 080 DUPONT 1/8" ANNEALED OR GP INTERLAYER TEMPERED GLASS Fl�jrHEAT STRENGTHENED GLASS -4 -G -NU- ii�A I I s s BRE r EXTERIOR OPTIONAL —� �'' FLANGE 7/8" LAMI I.G. GLAZING DETAIL `��•�p�1( LYNN WITH 5/18" LAMI GLASS AND 1/8" CAP ` No. 58705 J.J.all 17/19 NO CHANQE THIS SHEET O ' aIt"I w BTA taroTNOLoovoRn� GLAZING DETAILS - IiOX OR FLANGE FRAME %.. FtoNtoP.•' G=.• J. o9Hano A cn tees make , d1a oae. No,coems.X Wh 1 Har& Roller Window, Im ad -resistant �SS/�N NOK 7e, PL 94274 °0Q"'' ems: — �' 201e A L P.F MILLER, PI J.R. 08/17/08 '� iifR810 9:9 2 d 10 b981-2 a P.E&697W i W., EXTERIOR OPTIONAL FLANGE OVERALL SS NOMINAL 'LAMI GLASS 4INAL HEAT STRENGTHENED GLASS 180 DUPONT GPINTERLAYER r HEAT STRENGTHENED GLASS IW NOM. I—GLASS BITE 718" LAMI I.G. GLAZING DETAILy L NN WITH 5/16" LAMI GLASS AND 118" CAP * ' No. 58705 //;;* ' O`. .1 0/17/11 NOCHANQETHISSHEET 1o7oTErwNotoovorm�E GLAZINGDEfAlLS-INTEGRALFINFRAME �'�`�. • F<ORIO?.•''A u o1/1si10 a Chan lase make up, drawMe. oM$•�m Wn l Hork. Roller Mndow, Impact -resistant ��''SSI'OtNAI.L`E�``� `J.R 08/97/09 R. wey"� NOKOMIB FI.34274 ® awraeaec saw saau omera¢xo. �e A. LYIw11M1IAIL P.E. s HR510 1:1 3 m 10 5191-2 a s P.E.bee7a DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES: 1. #8 x 112 FL SMS, LOCATED AT 4112° FROM EACH END AND AT 18° O.C. 2.16 x 318 FL SMS, LOCATED AT 4117 FROM EACH END AND AT 18° O.C. i 3.118 x 1/2 FL SMS, LOCATED AT 4112° FROM EACH END. 4. CAM LOCKS: (2) AT 7" EACH END 8. WEEPHOLES ARE VX 3118°. SEE /—H OT SHEET 1 FOR LOCATIONS. — — / WELD HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) EXTERIOR SEE NOTE SEE NOTE 5 DETAIL E SILL SECTION DETAIL D HEAD SECTION SEE NOTE 3 SECTIONS - INTEGRAL FIN riz Roller Window, Im ad-reslsta x'1..2 4 100 5181-2 \,\CENSE •."1' �.. * ' No. 58705 • STA E OF A, LYNNII K P.E. P.E.488708 1078 TECW8, FL 34M OWVE Noxonna,FL3427a P.O. aqx 1whid 828 moioo 6, FL 34274 Pm CRO. b HM10 s DETAIL D HEAD SECTION SEE NOTE 3 SECTIONS - INTEGRAL FIN riz Roller Window, Im ad-reslsta x'1..2 4 100 5181-2 \,\CENSE •."1' �.. * ' No. 58705 • STA E OF A, LYNNII K P.E. P.E.488708 SEE NOTE 1 SEE NOTE 4 SEE NOTE 2--," 4 5 29 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES: 1. #8 x 112 FL SMS, LOCATED AT 4112° FROM EACH END AND AT 18" O.C. 2. #5 x 3/S FL SMS, LOCATED AT 4112' FROM EACH END AND AT 18° O.C. 2 3. #8 x 112 FL SMS, LOCATED AT 4112° FROM EACH END. 4. CAM LOCKS: (2) AT 'r EACH END ;, HOT WELD S. WEEPHOLES ARE VX 3118'. SEE SHEET 1 FOR LOCATIONS. \ _ iL ", EXTERIOR EXTERIOR SEE NOTE DETAIL D HEAD SECTION M -SEE NOTE 3 PRODUCTMVISED as complying with ft Marl& I3c%dini! Cndo I l • i 1 SEE NOTE 5 �7 1 11 I 10 DETAIL E ­kW1111f SILL SECTION ��`ON� LYNN `��e�'1�;.•'vCENSp �'•: `'•Q 'moi HOT WELD CORNER ASSEMBLY (BOX FRAME) 2 N0.58705 o r J.J. 10/17/11 NO CHANGE THIS SHEET sm of I �moTEcwuowovowve CROSS SECTIONS -BOX FRAME ; �` '' . FcoRioP.• ' �j��` J.P- 01/18/10 A N00WWMshWL NOKW8. FL �� Wh l Ho& Roller VWndow, lm d -resistant ss/ONA1 E NOKONS, R 34274 ewmf awe sere owyxa me ALX # 58705 P.E. J. P. °w` + rotclo 1:2 5 m 10 5191-2 B P.El8g70b + 21 13 16 15 18 O 1 8 d 21 11 24 26 4 PRODUCT REVISED as CM*Yimwith Bre Rlofts 40 BuBd m ewo Accoptanea No Tax BY 1p Aug ```���ON� LYNN tilf�'�i * No. 58705 for: J.J. 1017/11 8 NO CH4MGE THIS SHEET BOM &EXPLODED VIEW % 0,�.'' FT a 1070 TECHNOLOGY OFBVE i .......... COROP•'' wmw J.R. 0""'lo A Removed 3/4° ss and bea trorn BOAC NcxP.0.09X m e Vin I Hork Roller_WPndow, Impact -resistant �� iww.NOKOM%FL 94274 ® NTS 8 AxaMILLER, PZ J.P. 08h12/08 �..�Mlo 90 b181-2 Be PE1188766 ITEM DWG NO. PART 0 DESCRIPTION QTY 1 5168 65168 FRAME HEAD, SILL AND JAMBS (FM ONLY) 4' ` 2 b189 85189 FRAM€I-EAD, SO.LAND JAM3S (BOX ONLV) 4 4 8102 85102 FDfEDNTtE(O40RA0. 1 6 b123 86123 FDtm h4'�RNO RAIL - ALUMMUM Rt7N!P. 1 0 78X1PPAW fizi•f71lECH(CAMLOCK,K�) 4 8- 78X312PPABX SCR 8X312•PP TYPEAB(ED(®MFS 4 9 71889SP 330028 ALUM SCRpM1ISUPP�RT PLATES 2 10 b138 85138 ROLLER TRACK 1 11 8138 88138 ANBLFT 2 12 71038W MSTALLATION HOLE PLUGS (BO%ONLT� VAIBE.S 13 b105 85105 SASH OYTERLOCK 840.. 1 14 8114 86114 94THiLOC%RAd-ALUN0W9uIRH�. 1 18 78208SLAW CAMSWEEPLOCKS 2 18 781336LION CAMSUUEEEPLOCSCID�ER 2 17 1844 81B44W W3TP..187 x .270 FlN SEAL 1 18 6137 86137 SASH SQ7t RAO. 1 19 8114 08114 SOaERA0.-ALUNOMJMREAlF. 1 ZO 1844 81844W WSTP..187 x .270 P(N SEAL 1 21 8108 65100 SASH TOPE BOTTOM RAO_ 2 22 8114 85114 TOP$90TTOMRAO_-ALUMMUMRFAG=. 2 23 1844 81844W W-TP..187 x 270 FN SEAL 2 24 226-1 42112HD ROLLERHOlfS0.V6 2 28 76RNM0..2 BRAS Wi•�8 4 28� 7812IiN ex 1(2 FHPN0.62PTSID�3 VAFffi8 27 7838FW 7x378 FH P!•Of.62PI81Dr8 VATS 2fIA 83Wd61b'10 7/18° SUPHt BPA�t 28B BSWSiK30 3/B• SUPERSPACBi 29A 8112 86112 OLAZNOBEAD,9-LRE 7/0° 111N010. OtAS6; tib° TBYPER® 32A OUTBOARD-AF4RPACE-1� ANNEAL® -.090 - H/B NTf3iLAYER-1!8° ANf�EAI.®(8718° LAOIOJ 7/8• LAM LQ. OLA36: i/8" ANNFALt3? 328 OUTBOARD-AO�PACE-1/0°AM�EAL®•.090 - MB NTFRLAYER-1J0° ANNEALED (SM8° LAfdO) 34 SCAEtTI 1 3b WE'�COVERS 4 37 8Er1P&) BLOCK 38 SO..BCOI�OOW 11� 21 13 16 15 18 O 1 8 d 21 11 24 26 4 PRODUCT REVISED as CM*Yimwith Bre Rlofts 40 BuBd m ewo Accoptanea No Tax BY 1p Aug ```���ON� LYNN tilf�'�i * No. 58705 for: J.J. 1017/11 8 NO CH4MGE THIS SHEET BOM &EXPLODED VIEW % 0,�.'' FT a 1070 TECHNOLOGY OFBVE i .......... COROP•'' wmw J.R. 0""'lo A Removed 3/4° ss and bea trorn BOAC NcxP.0.09X m e Vin I Hork Roller_WPndow, Impact -resistant �� iww.NOKOM%FL 94274 ® NTS 8 AxaMILLER, PZ J.P. 08h12/08 �..�Mlo 90 b181-2 Be PE1188766 ITEM DWG NO. PART 0 DESCRIPTION QTY 1 5168 65168 FRAME HEAD, SILL AND JAMBS (FM ONLY) 4' ` 2 b189 85189 FRAM€I-EAD, SO.LAND JAM3S (BOX ONLV) 4 4 8102 85102 FDfEDNTtE(O40RA0. 1 6 b123 86123 FDtm h4'�RNO RAIL - ALUMMUM Rt7N!P. 1 0 78X1PPAW fizi•f71lECH(CAMLOCK,K�) 4 8- 78X312PPABX SCR 8X312•PP TYPEAB(ED(®MFS 4 9 71889SP 330028 ALUM SCRpM1ISUPP�RT PLATES 2 10 b138 85138 ROLLER TRACK 1 11 8138 88138 ANBLFT 2 12 71038W MSTALLATION HOLE PLUGS (BO%ONLT� VAIBE.S 13 b105 85105 SASH OYTERLOCK 840.. 1 14 8114 86114 94THiLOC%RAd-ALUN0W9uIRH�. 1 18 78208SLAW CAMSWEEPLOCKS 2 18 781336LION CAMSUUEEEPLOCSCID�ER 2 17 1844 81B44W W3TP..187 x .270 FlN SEAL 1 18 6137 86137 SASH SQ7t RAO. 1 19 8114 08114 SOaERA0.-ALUNOMJMREAlF. 1 ZO 1844 81844W WSTP..187 x .270 P(N SEAL 1 21 8108 65100 SASH TOPE BOTTOM RAO_ 2 22 8114 85114 TOP$90TTOMRAO_-ALUMMUMRFAG=. 2 23 1844 81844W W-TP..187 x 270 FN SEAL 2 24 226-1 42112HD ROLLERHOlfS0.V6 2 28 76RNM0..2 BRAS Wi•�8 4 28� 7812IiN ex 1(2 FHPN0.62PTSID�3 VAFffi8 27 7838FW 7x378 FH P!•Of.62PI81Dr8 VATS 2fIA 83Wd61b'10 7/18° SUPHt BPA�t 28B BSWSiK30 3/B• SUPERSPACBi 29A 8112 86112 OLAZNOBEAD,9-LRE 7/0° 111N010. OtAS6; tib° TBYPER® 32A OUTBOARD-AF4RPACE-1� ANNEAL® -.090 - H/B NTf3iLAYER-1!8° ANf�EAI.®(8718° LAOIOJ 7/8• LAM LQ. OLA36: i/8" ANNFALt3? 328 OUTBOARD-AO�PACE-1/0°AM�EAL®•.090 - MB NTFRLAYER-1J0° ANNEALED !c� � � s~- s � ; ,�.,��..� -: ��+L fit....:;• �-"' '" �:�..� _ i.-� l,�_ _ _ _ _ IE IAFRAME 1� DWG #5116 RIGID PVC FIXED MEETING RAIL ODWG ##5102 RIGID PVC 1.250 C!' L 174 r FIXED MEETING RAIL REINFORCEMENT O5 DWG #!.5123 Al 6005-T6 1.647 688 .EQ - 1. 7 1.18D SASH INTERLOCK RAIL 13 DWG #5105 RIGID PVC U TI SASH INTERLOCK RAIL REINFORCEMENT SASH SIDE RAIL SASH TOP/BOTTOM RAIL 2.375 DWG #5114 8 DWG #65137 21 DWG #65106 14 19 22 Al 8063-T6 RIGID PVC RIGID PVC PRODUMMiSM as cwmplyhm a48, am Florida Dt,"A18 Cady .080 � Qr,1.308 coplamm No /4 ' O a 080 .am M e act 210 .860 Illltl/ 3260 IENI "�ONV LYNN BOX FRAME •'' �icENSF • ;Fp OI.G. BEAD ROLLER TRACK/ANTI UFT * ' DWG #5189 _ No. 58705 RIGID PVC DWG #5112 DWG #5138 _ DUAL PVC RIGID PVC t o ,� ` 0/17/11 B NO CHAWE THIS SHEET °i : 0,� .• srO=ter: io7o �cravoLom uR EXTRUSION CROSS SECTIONS R ,FCOIo?.•' J. 01/18/10 A Added wa6thickness to agexhusions, removed 140KOMMFL34275 �nAHorlz beading for 3/4"glass. P.o.epx,r�. Roller Wlrrdow,Im act-resistantey: aa* ner� NO ook" , FL 34274 Bort ee.c oa.mvw. + A. LYNN M�l � P.E. J.o7o 1:1 7 010 5181-2 B P.E.e58705 HEAD, SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF +60/-70 PSF OR LESS WINDOW HEIGHT (in) 24 30 1 36 1 42 1 48 1 54 60 63 WINDOW WIDTH (in) ANCHOR LOCATION # OF ANCHORS REQUIRED (TYPE 1 OR 2) 24 Head and Sill 2 2 2 2 2 2 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 Sill 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 5 5 54 Head and Sill 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 5 5 60 Head and Siff 5 5 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 5 5 66 Head and Sill 5 5 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 5 5 72 Head and Sill 5 5 5 5 5 5 6 6 Jamb 2 3 3 3 4 4 5 5 73 and Siff [!JOE 5 5 5 5 5 5 6 6 2 1 3 3 3 4 4 5 5 I NOTE: FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. ANCHORAGE NOTES FOR BOX FRAME: ®1. ANCHOR TYPED: 1- 3118" ULTRACONS BY ELCO (FOR MASONRY SUBSTRATES) —PorrivrivrawP,i�E-{3tS�A;aeC�IF-r 2 - #10 SM SCREWS, GRADES (FOR METAL AND WOOD SUBSTRATES) MINIMUM EDGE DISTANCE OF 318°. 2- ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. &W MAX. FROM ALL CORNERS JAMBS -18.3125° MAX. O.C. HEAD/BILL -15' MAX. O.C. 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE Z 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 1 & 10. 'NOXXM%FL 34 01WE ANCHOR CHARTS NoxoMre, FL a�a TM� P.O. epx I= Wn34 Horn. Roller Window NOKOMIS, FL 34214 o°0C 0 — wea10 AI8T$ 8 - 10 RBVISHD s Wun dw Florido :° 11.1► ONx LYNN 417 //, ' �\GENSF. * ' No. 58705 10, eslstar+t A LYNN MLLLEFi, P.S. 5991-2 s P E @ 637Q3 13/8'MIN. #10 SCREW, SEE —\ #10 SCREW, SEE I Ar MAX. SHIM !�I� SHEET 8 FOR SPACING SHEET 8 FOR SPACING 1318* MIN - I I 318i * 1/4' REMOVEABLE 1wj MAX FLANGE MAX ESHIM SHIM I L#10 SCREW, SEE 13/8^ MIN. SHEET 8 FOR SPACING REMOVEABLE FLANGE REMOVEABLE FLANG JAMB W/ BOX FRAME HEAD W1 BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 131frMIN. -- APPROVED MASONRY 35 KSI MIN. CONCRETE ANCHOR SEE SHEET OR 1.6 KSI MIN. CMU. 1/4"MAX. SHIM ---i FOR SPACING ......... . . �14 4... ae REMOVEABLE 1/4' FLANGE J MAX SHIM RE 10 LE FLANGE 3.6 KSI MIN. CONCRETE APPROVED MASONRY I MIN. CLW ANCHOR SEE SPACING JAMB W/ BOX FRAME HEAD W/ BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRET Ix BUCK OPTIONAL 1x BUCK OPTIONAL APPROVED MASONRY ANCHOR SEE SHEET 8 FOR SPACING IMP MAX SHIM IVEA103LE FLANGE 13/8• MIN. 3.5 KSI MIN, OR 1.5 u NOTES: 1. FOR CONCRETE APPLICATIONS �I �-E COUNTY, USE ONLY MIAMI -DAD 2`eGIJbMLAP�PR0VED 3f1 ULTRACON, EMSEDED 1 31; MIk.-,4Z[STANCE FROM6W/ OF TO CONCRETE EDGE IS 1'MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI -DADS COUNTY, USE 010 STEEL SCREW, EMBEDED 131W MIN - 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I 1/2•.1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE I IM 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 6083-T6 AND A MINIMUM OF 1fir 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. 10 TEMMUM I INSTAUA77ON DETAILS—BOX/FLANGE NOXONG.RMIr P.O. sqx Ing Vinyl Hork Rofter WindDW, Impact-resiSta NCXCMIS*FL M274 R610 5191-2 -H 1-12 79 - 10 7 - NOTE. INSTALLATION TO THE SUBSTRATE OF Ix OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS NNI, LYNN ",*,/ No,58705 Ltl� SIIAEOFII 0, /0NA. P.F-#58705 1 /4"MAX. SHIM—► -I I- 118"(.131") DIA. x 2112° NAIL, SEE SHEET 1 ® FOR SPACING REMOVEABLE FLANGE—/ I...1/8° (.131' DIA. x 21/2° NAIL, ® SEE SHEET 1 FOR SPACING JAMB W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING REMOVEABLE FLANGE 1/8" (.131") DIA. x 2112" ® SEE SHEET 1 FOR SPA FLANGE Ai 1/C MAX NOTE: INSTALLATION SHIM TO THE SUBSTRATE NOTES:® OF 1x OR 2x WOOD 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY, USE 1/8"(.131") DIA. x2 1re NAIL BUCKS TO BE 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 111/2". 1x WOOD ENGINEERED BY BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR OTHERS HEAD W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING wntplying%Vh� �m�,i�.�,urnamaada laildaig Codo ccoiitanw No NOTES:® 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY, USE 1/8"(.131") DIA. x2 1re NAIL Miami ado ProductControl 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 111/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR 1 GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. ��� LYNN ��� 011i,......,! 14(' '•,FQ 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 1/8" THICK THE `��P���.•' �yCENSF ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN y� THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. * No. 58705 IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. _ i+ J.J. 117/17/11 B NO CHANGE THIS SHEET 1 INSTALLATION DETAILS - INT. FIN FRAME ' � ` • Gi?: J.R. 01/18/10 A COMOded nag Length to 2-W, added oda. in decimal. Nowmism334LOGYars Whyl Hodz Window, Impact ���'•c�..... '".SS/1p' P.O. eqx 76 8 Roller -resistant 0\ mem mro: ®e"tm Dela J.R, 08/18/" • NOKOMIS. FL 34274 /ra,10 1:2._ .10 ! 10 8191, B ,N�g� LGE A LYMV wm c�, P.E RES WM I,I N: MIAMI• MIAMI-DADE COUNTY ly'iiW 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) ivww.mlamldade.aov/pens/ PGT Industries 1.070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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. VERA 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 11SH-500 Vinyl" White PVC Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile Impact", sheets l through 11 of 11, dated 08/07/08 with revision C dated 10/07/11, prepared by manufacturer, 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08-0820.14 and consists of this page 1 and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. aMNOA No. 11-1013.19 , untn Expiration Date: January 08, 2014 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile Impact", sheets 1 through 11 of 11, dated 08/07/08 with revision C dated 10/07/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 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. (Submitted under previous NOA #08-0820.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram, prepared by Architectural Testing, Inc., Test Report No. ATI -84576.0140147, dated 10/31/08, signed and sealed by Joseph A. Reed, P.E. (Submitted under previous NOA #08-0820.14 For Reference only) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 11/25/08 and updated on 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). Manuel P.E. Product Cont Ex miner NOA No. 1 -1013.19 Expiration Date: January 08, 2014 Approval Date: December 08, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 06-1220.01 issued to Spectus Systems — A Mikron Company for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 01/11/07, expiring on 12/26/11. F. STATEMENTS 1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report no. ATI -84576.01-401-47, issued by Architectural Testing, Inc., dated October 31, 2008, signed and sealed by Joseph A. Reed, P.E. (Submitter) under NOA# 08-0820.14 For Reference only) G. OTHER 1. Notice of Acceptance No. 08-0820.14, issued to PGT Industries for their Series "SH - 500 Vinyl" White PVC Single Hung Window - L.M.I., approved on 01/08/09 and expiring on 01/08/14. E-2 U lanue -r ez, P.E. Product Con of Paminer NOA No. 1-1013.19 Expiration Date: January 08, 2014 Approval Date: December 08, 2011 GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS NOA DRAWING TABLE OF CONTENTS SHEE' 1. GLAZING OPTIONS: GENERAL NOTES .................................... 1 A. 314° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 1/8° TEMPERED OR ANNEALED GLASS, AIRSPACE AND 6116" LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS ............................................ 2 OF (2) LITES OF 1/8- ANNEALED GLASS WITH AN .090 INTERLAYER OF DUPONT PVB. GLAZING DETAILS ................................... 3 B. 7/8° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 1/8° TEMPERED OR ANNEALED GLASS, AIRSPACE AND 6116° LAMINATED GLASS WHICH IS COMPRISED GLAZING DETAILS .................._........... ... 4 OF (2) LITES OF 1/0' ANNEALED GLASS WITH AN .090 INTERLAYER OF DUPONT PVB. SECTIONS, I.F. FRAME ............................ 5 SECTIONS, BOX FRAME ...... ............ .... 6 2. CONFIGURATIONS: 1/1 AND PROVIEW PARTS LIST............... _............................. 7 - - EXTRUSIONS ..................................... „..... 8 3. DEStGNfRES SURES: -70/+60 PSF (AEI. GLASS TYPES LISTED ABOVE) ANCHORAGE SPACING, BOX FRAME... 9 -- - ANCHORAGE DETAILS, BOX FRAME 10 TABLES ASTM E 1300.02. ANCHORAGE DETAILS, I.F. FRAME 11 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. - C. IF A TEMPERED CAP IS USED MAX. DP IS -601+15D PSF. , 4. ANCHORAGE: 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, CURRENT EDITION. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED FOR UNITS LESS THAN 30'. S. 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). PRODUCPREVI&D aswmplyb%wIW the Florida AmpMmM 8apiratbnDam ey Dada 1>roda4t M14 v�o� \40.66TOy'M' * � LU 0.0 ff A PERARMMUNDELETERDATEDIVA= Ci: 1. TECHNOLOGY DRIVE S GENERAL NOTES � .P FI.O?�o•: � 1 �Q 1TlydNO CHANQE Tf;� Br�T NOHOMIB, FL 84M � ma iii O� • • • • �fi . rr soloPacuPeMre ao.egxlazevin Sin le Hun Window, La eMissileIm ct ''�,FSS(ONPa—;;:�77�: w NGKOMIB, FL SUMN4 1/t rbly Beroer B" "°`°� �°"B,LER, P.D.O. 8H60D NTS 1 d 11 5181-1 C FL P.E.# 68705 52118" MAX. 48° FIXED WIDTH DLO SEE SHEET 8 8 FOR ANCHORAGE MAX. REQUIREMENTS MAX, B' 4X T- 0 " MAX. 1 X 33 314" FIXED HEIGHT DLO 33 314" SASH HEIGHT DLO 78114° FRAME O.D. 1. FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. 2. FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEET11. INTEGRAL FIN MAX. SIZE = 62.12fi X 76" Po �� n=j%h_ZM-- Vint Sin le Hurt _Window, Lane Mlsolle NOR — sum NTS 1 2 e 11 5191-1 PRODUCT RBVWBD es camptptugwG6 iim Plodda n�� !•t0 94 Br vr�eoa 1� 0 /4 % w.: -O A�of Z: SS ,SSION����` �I A. L1II NFALLtk P.E. FL P.E.# 58705 1X. 0 x 1. FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. 2. FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEET11. INTEGRAL FIN MAX. SIZE = 62.12fi X 76" Po �� n=j%h_ZM-- Vint Sin le Hurt _Window, Lane Mlsolle NOR — sum NTS 1 2 e 11 5191-1 PRODUCT RBVWBD es camptptugwG6 iim Plodda n�� !•t0 94 Br vr�eoa 1� 0 /4 % w.: -O A�of Z: SS ,SSION����` �I A. L1II NFALLtk P.E. FL P.E.# 58705 • 1/8" ANNEALED GLASS 3/4' OVERALL GLASS NOMINAL 16" LAMI GLASS NOMINAL 1/8" ANNEALED GLASS 3/4" OVERALL GLASS NOMINAL 5118' LAMI GLASS NOMINAL AIRSPACE AIRSPACE .090 DUPONT .080 DUPONT _ 118' TEMPERED OR PVB INTERLAYER 1/8" TEMPERED OR PVB INTERLAYER ANNEALED GLASS 1/8" ANNEALED ANNEALED GLASS—� 1B" ANNEALED ` GLASS GLASS 35 OR 36 35 OR 36 + 39 F—G}i SS BITE 39 FoLAs BIMTE 1 1••- � 1 WE I PROD= REVISED � �ty�9Sphb®oAfarida Bnitdfag LOdo' F.xplreKm Data OPTIONAL 4 OPTIONAL 3 sy FLANGE FLANGE ttuut 3/4" LAMI I.G. GLAZING DETAIL 3/4" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 1/8" CAP WITH 5/1 6" LAMI GLASS AND 1/8' CAP ''•., BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME = Tay (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) = * ` No. a" �o►,o�tl:2tuti w.aattn awobmm •' StA 0 \ ua rvaeroa a temamm�aor �errr�cwrmrwsuce GLAZINQDETAILS 1070TECHNOLOOY ORNB ,O ••,, FLOR�Q•• � � 34275 lar lnirtun� a Nacaiaa� —. Zn I Single Hung_Window, Large MlWle Im actSSIONP� JJ H9 a �CHaNQET11188kEE1' • NOKom �s4274 Vi,,Myaemar A.LYNUMILA,P.E. t4 D.G. 0807/08 M Full d }} S?9?-} C FL P.E.# 58705 1/8" ANNEALED GLASS J 718" OVERALL GLASS NOMINAL --W16" LAMI GLASS NOMINAL 1/8" ANNEALED GLASS OPTIONAL \ AIRSPACE �J P.oa AIRSPACE FLANGE 080 DUPONT 118" TEMPERED OR 7/8" LAMI I.G. GLAZING DETAIL ���yNNIM/� PVB INTERLAYER 118" TEMPERED OR ANNEALED GLASS WITH 5/16" LAMI GLASS AND 1/8" CAP ��cENSF' •FR '�� 1/8" ANNEALED ANNEALED GLASS BOX OR INTEGRAL FIN FRAME `�`���° '!r 58705 GLASS (INTEGRAL FIN FRAME SHOWN) ; No, 31 OR 32 Rli IV26�e R A� PER Lf*9•DADELffrrM A7W 111 VINI 10707EONNCUK- DRRB 39 GLAZ/NG DETAILS FGIA s aME 39 4� OUTSIDE' 40 OUTSIDE OVERALL GLASS NOMINAL " LAMI GLASS NOMINAL M DUPONT (B INTERLAYER 8"ANNEALED LASS 31 OR 32 112` NOM F -GLASS BETE 7t6•vism I;vvmdw wae., dg NoA-jD19,1_9 J y ym OPTIONAL \ OPTIONAL �J P.oa FLANGE FLANGE 7/8° LAMI-I.G. GLAZING DETAIL , 7/8" LAMI I.G. GLAZING DETAIL ���yNNIM/� WITH 5/16" LAMI GLASS AND 1/8" CAP WITH 5/16" LAMI GLASS AND 1/8" CAP ��cENSF' •FR '�� BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME `�`���° '!r 58705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) ; No, Rli IV26�e R A� PER Lf*9•DADELffrrM A7W 111 VINI 10707EONNCUK- DRRB GLAZ/NG DETAILS :�AO•.• SSATEOf �� -,Y.. ; T .. FLOR\V... ' I arow�x a NOQtIAMQE77688HELT 71-.- Noxoays,PL9427e �._-. _ VIn /SI Ie Hun Mhdow La Miasilelm act����1/17 C xoCirawaE7MsaHPFr PA.BQ)CA.LYNIVINILLF� FL 94274 VftfllTy Hearst aweeaeaeo eN —*0- aa, NTS 4 d ?? 6?81-? PNOWMId - pa, 0"ma 3!1800 C FL P.E.#58705 } IYLIGHT —MAX DA'ir—C '( l OPENING 3A3141 n12p�G�A� \ O �� 40 41 �9__I OUTSIDE OPTIONA 41 FLANGE D —MAIC. DAYLIGHT OPENING F —MAX. WINDOW WID HORIZONTAL SECTION (INTEGRAL FIN) PRUDUQPBEVM asVAM Ow B�Oyft d��aHcwo PWrWa HOT 40 41 13 Acwpwnce No WELD �nPlrellon uma l4 11 sr 3 " N �� LY 0.. Nq� �� i,��� HOT WELD CORNER ASSEMBLY VERTICAL SECTION (INTEGRAL FIN) (INTEGRAL FIN) 3 _ * No. 56705 4-1-0 re of as tiara A PER�Ur►aroATEDI== .C�' mmdwIWMTEawmoorrmrve 0 SECTIONS, INTEGRAL FIN FRAME %M.. 3, ..OoR.. '* as aroe a NocmmffTw omr N°1DMMFML Vin 1 Single Hung Mndow, Lar a msslle 6megg! F'S/ NALi�N fo�eic t C VIA. QE7w88i�T NO>i� S. FI. SW4 j//,q(b(y g sae amsx 1-5 --w- — A. LYNN %%11�1�K, P.E. Q� Og�7�pg at= NTS s 11 5991-1 C FL P.E.# 68705 s DAYLIGHT PENIN(i 3A3HI OPTIONAL n AMAX. 1 Z FLANGE i 40 41 41 OUTSIDE —MAX. DAYLIGHT OPENING FIXED- ------MAX I— MAX. WINDOW WIDTH HORIZONTAL SECTION (BOX FRAME) HOT WELD CORNER ASSEMBLY (BOX FRAME) P.O. BQX 1829 NORCAUB, FL 84274 OPTIONAL I DAYLIGHT FLANGE OPENING WINDOW VERTICAL SECTION (BOX FRAME) qn ! Single Hun Window, Lane Missile Sa�akC Odic OAS mwd�Mv s1rr� _ Half II' • ?? 5?91-1 PRODucrpzww'D 0� care Ftwwo Bw dtn Cedo Axepimco No 4• By a _.111111111"_ 0 EN i i * No.58705 :gip' OF •'�iS,.',��,CORIOA ••G�'C�� A. LYNN MILi�k P.E. FL P.E.# 58705 ITEM DWG NO. PART # DESCRIPTION 1 - 9621 65163 MEGWALFIN FRAME HEAD &JAPoB 2 9871 69671 BOX FRAME WAD & JAMB 3 9620 65164 NTEGRALFNFRAMES01 4 9670 69870 BOX FRAMlESLL 5 7840 65102 FWM MOM RAO. 6 7128.1 65103 MEETING RAL RI$0OACBIA 7 1 7942 1 66109 BASH STOP 8 SIM 65117 BALANCECOVBRS 9 7092 66106 SASH NIBRL= 10 81044W WSTP., .1S7 X.270 FIN SEAL 11 7002.1 66114 SASHgENFORMAW17 12 7093 65100 SASHSIDERAL 13 7746 65113 SASHL0=rR1L 14 1889 718698P MR PLATE 16 1 188110 1 71884 TILTBALANCESHOES 1e 1888 7FPHPSSPF RVOTBARS 17 76206SLAW CAMSWEPPLOCK 18 78133SLKW CAMSYMEPLOOCKEEIER 19 79803Wr W83'HOLECOVER 20 7076RHTL RHTTLTLATCH 21 7876LHTL WTLTLA70i 22 716893P ALUM SCRBNSUPPORTPLATE 23 71038W 96TALL HOLE PLUG 24 71684K SETTING BLOCK 26 7161PIAK SERNGBLOCK -SEFADHESME 28 78XiFPRMt 6X1'FH7ECH(410 PANTM 27 7812ETRIMO B X 1/2° FH (410 Be PANTM 28 7WMTPA41OX 6X2'THVWLSCFENS 28 78X114FPA5410X 108X11/4' 30 WPM 108X1 - r ami st ITEM DWG NO. PART# DESCRIPTION 71WLAM I.G.GLA85:178 TEMPEUDOUTBOARD- 31 AIRSPACE• 10-ANNFALm-.090PJBINTERLAYER - 118- ANNSILED (6118- LAAO 7AP LANG LG. GLASS. 0 ANNERLED OLRBOARD. 32 AItSPACE-10' AWQB - .090 PJB NTERIAYER- 1/6-ANNEALED (6H6- L" 33 34 314- LAM LG. GLASS: Iff TEIVMED CUMOARD- 35 AIRSPACE• UB-ANNF.ALED-.090 PJB NtFRIAYER- 1/8-AN &UM(611V LAMA) 3/4' LAW I.Q. GLASS: 1/8- ANNFA LED OUTBOARD - 36 AIRSPACE-18PANI-MTD-.080 R/B NT[RLAYER- 1/8° aPNEALEO(BHB° LAMB 37 38 39 SLDONEDOW 1199 40 6492 86112 GLAZM BEAD 41 8483 68148 SDL OLAZNG WAD ITEM 5, FIXED MEETING RAIL MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7940 ITEM 6, FIXED MTG. RAIL REINF. MATO Alum. (6063-T6) DWG NO. 7126.1 6TECHNOLOOYDRNE KOKOMI9. PL 3aM P.a BOX 1640 NOKOMIB, FL 94474 ITEM 9, SASH INTERLOCK MATL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7092 803 .215 0 035— ITEM 40, I.G. BEAD MATL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. W2 82 272 ITEM 41, SDLBEAD MATY.: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 8483 I.8" .060 ITEM 11, SASH REINFORCEMENT MAIL: Alum. (6063 -TB) DWG NO. 7092.1 Inyl Single !-lung Window, Large Missile lm sum NTS �7 d 11 5189-1 s PRODUCT REVISED Rd IUSCa& StePlorte, d ACceptOnceDo - l4 By MOM ., X111113/ LYNN ocENSF * No. 98705 '-'ORIDP. L ENG��• A. LYTSH�l411LL�ILP.E. e ITEM 2, ITEM 3, INTEGRAL FIN SILL BOX FRAME HEADMAMB MAIL: White Ridged PVC by MIKRON Industries, Inc. MAIL: White Ridged PVC OP7TONAL -- OPTIONAL DWG NO. 9286 by MIKRON Industries, Inc. FLANGE BOX FRAME SILL FLANGE DWG NO. 9288 MAIL: White Ridged PVC by MIKRON Industries, Inc. n DWG NO. 9286 ITEM 1, INTEGRAL FIN HEAD/JAMB MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 9287 it/1B/Q8 Aix PER ARar.4•naol3LeYlEROa1®1W31ltl8 fY/ aW 9 NOCHANeEDi18MMT 1.847 1.1 80 ITEM 12, SASH SIDE RAIL MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7093 ITEM 13, SASH LIFT RAIL MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7745 NMW% - -- Vin Sin le Hun _Window, Lame Missile IN � 1848 _ W P.Q MA -34474 YLaiblgBeuer amw Haff 8 -if 7� 5181-1 . as cw tYftm thtRe Reeds Suia� e� I BxPiretienData 14• t pm n trot �VNN lit""I * �• tSe *705 �� ro,�t W; OP Z1 i�0,IC •. fiLOR�O• �C1�`` A. LYNN MMIC P.E. FL P.E.# 68705 •- w x IM "M M --9p as 0IQ��000©0© R.9131p§�©©©©©©©©©�©©©©©©)0©©�i OPEER,, Example: 52.126 x 75 For 1/1 Windows 3 ♦ Anchors required In the head 3 4 Anchors required below the MIR Anchors required above the MTR t NCHORAGE MOTES FOR BOX FRAME: 1. ANCHOR TYPES: 1-3/ ° ULTRACONS - 10 SC 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 6° MAX. FROM TOP CORNERS JAMBS - 9" MAX. FROM TOP CORNERS` ('NOT TO EXCEDE 1/4 OF TOTAL WINDOW HEIGHT) 6° MAX. FROM BOTTOM CORNERS 4r 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. 5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11. 1/1 WINDOW 6211W I J I I V Example: 52.125 x 62.500 For View Window s VIEW WINDOW '>RODUCr REVISED IIS -821/6* —, .II uwldL�gCodsilAOreplmka 3 Head"* 3 I I I I � ^°�P�"�� 4' Seah* Ey p,�ep, Fixed** .6H — — — — FIXED NOTE FOR VISN WINDOWS USE VEIN FIXED WINDOW HEIGHT FORANCHOR QUANTITY IN HFADAND62 ABOVE THE MTR, AND USE THE V IEW SASH WINDOW HEIGHT FOR ANCHOR QUANTITY BELOW THE MIR 9/Z' `�� �,t0 z ., �N� LYNN Mi � ..•' �,�GENSF••'•.'P �: MAXIMUM HEIGHT FOR VIEW WINDOW IS 621/2". 4H SASH _ * No.58705 NOTE: FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. O �� t 0 [o J/ DQE 11/�0a 8 A� P5QOW-DADELBTrERDATED90l9r/DB u ���• •. �'�%� ANCHORAGE SPACING sF RTE of : �4v� R�MWx.,r4wc 1070TECNNOLOOY DRIVE ........ . D.G. 1PHa/D8 B ADDEDANDMODFMCNEWIMMOWE MPLES NOKONS. FL S408 �--'— TO10 �ii�Ss u ramrrr c NocrwuoerrrrsaxEEr P,o.egx+eas Wh SI le Hun W/ndow, Large Missile Im act ,t/,�NA� NOKOMM,FLSW4 yrry/y,Mawr a aaaz B4 mex a'"/°"° Rx ALYNNIBNIIL'1. 2 P.E. D.O. 09/07/09 SNb08 NTS 9 d 11 5191-1 C FL P.E.i# 58705 I W MAX. 3W MIN. 2x WOOD SUCK (SEE NOTE 3) OPTIONAL FLANGE OPTIONAL FLANGE #10 SCREW 2x WOOD SLICK (SEE NOTE 3).. 41N. JAMB W/ BOX FRAME HEAD W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1 x WOOD SUCK (SEE NOTE 3) 13/8° MIN. 3.6 KSI MIN. CON M MIN. I /4° MAX. SHIM— OR 1.6 KSI MIN. CMU i. OPTIONAL FLANGE IMP MAX .+s SHIM 3/16' ULTRACON 441.- 1XWOOD BUCK 3116° ULTRACON —:. (SEE NOTE 3) OPTIONAL FLANGE JAMB W/ BOX FRAME HEAD Wl BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE Ix BUCK OPTIONAL lx BUCK OPTIONAL NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 311W ULTRACON, EMSEDED 13W MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1° MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #10 STEEL SCREW, EMBEDED i 31W MIN - WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I 112°. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 IM 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 6063-T6 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WIDOW 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 RESPEc'nVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. PWA94MNZWELETMa4TW40," --M-1 MCHORAGE DETAILS - BOXFR4ME MSSREET -2AX-'an 36274 asm I—NTS j—lo - if 5191-1 w PRoDucrREvIS2D 2 -*=414. S' -ollillit" -0-,j LYNN \0 ........ p *- 4'� No. 68705 X 0 --•-STA 1 OF A. LYNN P.E. FL P.E.# 68705 s 2x WOOD BUCK _. (SEE, NOTE 2) 1 14" MAX. SHIM -1 118" DIA x 1 112' NAIL, b° MAX. FROM FM IM CORNER & 41t8" O.C.. L OPTIONAL FLANGE 1fi' DIA, x / 11T NAL, 21W MAX. FROM CORNER & 4118' O.C.. 2x WOOD BUCK {SEE NOTE 2) OPTIONAL FLANGE J4" X. SHIM 1/8" DIA. x 1 5" MA 114" MAX. SHIM (J I CORNER & 41/8" O.C.. L 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 ?ODUCC REVISED ami od& f A Date J4 ration M NOTES: 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY, USE 11W DIA. x 1 1/2° NAIL 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING LYNN �y�e� ``��'I '•, FA 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8053.75 AND A MINIMUM OF 1/B" THICK. THE Qtr.•\CENSE 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 #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. No. 58705 =_ IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. - = -�0i1STAeta�` 11��' FCORIDP•'G?` ..s `YS ,,tOAAI '. A. 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