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WS-13-2177Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 205015 Scheduled Inspection Date: April 15, 2014 Inspector: Rodriguez, Jorge Owner: SAYAN, CLAIRE Job Address: 318 NE 103 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: MIAMI WINDOWS & GLASS INC Permit Number: WS -9 -13 -2177 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060135030 Phone: (305)254 -7442 Isuiming uepanment t:omments REPLACING 6 WINDOWS WITH IMPACT AND 1 DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 199892. Supply Eng. structural attachment for 2 x 4 used Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 14, 2014 For Inspections please call: (305)762 -4949 Page 3 of 23 a AV -71 Y. DA7f Ploty 5-00SWtol 7 v'dyJ 4 R G�47� � S < AM /i, zz mot- n Awr, c a " Miami 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 FBC 20 Permit No. Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Phone #:. City: M / Tenant/Lessee Name: Email: 1 n1fj,n State: hL Zip: SEA g JOB ADDRESS: 4 City: Miami Shores County: Miami Dade Zip: Jt- Folio/Parcel #: Is the Building Historically Designated: Yes NO �d Flood Zone: QD n CONTRACTOR: Company Name: 11414tfl "`' ` / Phone#: J "� Address: X 1F) 0 -4-xW _ Lzi City: _ Qualifier 0 State Certification or Regi tration #: / Contact Phone#: mail Address: DESIGNER: Architect/Engineer: of Competency #: 0�4,65 °--f>0 3&j- -), 0 1-7 4)) At-0 L r C/ Af )9-- Value of Work for this Permit: $ z70 � Square/Linear Footage of Work: ALF Type of Work: ❑Addition C9Alteration ❑New ❑Repair/Replace n ❑Demolitioll Description of Submittal Fee Scanning Fee $ Permit Fee $ CCF $ CO /CC $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ 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 City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approvg dg r inyection fee will be charged. Signature Signature Owner or Age)AJ Contractor The foregoing instrument was acknowledged befor me this day of eRl / 1 20 L3, by l t �� who is personally known to me or . o has produced4 -Zk--- S As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) The foregoing instrument was acknowledged before me this day of .20 _, by , who is personally known to me or who has produced Structural Review identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: Zoning Bonding Company's Name Of applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State �P Application is hereby made to obtain a permit to do the work and installations as mated. I certify diet so work or itstallatitln has commenced prior to the issuance of a permit and that all work will be perf coned to meet die standards of all laws nWJaating construction in this jurisdiction. I understand that a separate permit must be secured for ELEC MCAL WORK, PLUMBING, SIGNS, WELLS, POOLS, KIRNACES, BOILERS, MATERS. TANKS and AIR CONDITIONERS. ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all worst will be done in compliance with an 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 ApplicM. As a condition to the issumure of a building permit with an estimated value exceeding $230(1, the applicant Hurst promise in good faith that a copy of the notice of commencement and construction lien law broc will be delivered to the person whose property is subject to attachment. Also, a cerVIed copy of the recorded notice of commence must be posted at the job site for the fr ttspe on which occurs seven (7) days after the building permit is issued. ht the sence posted notice, the >i t!8e approti lion fee will be charged. A 1 Signature Signature s" foregoing instJument was acknowledged befo me this The lirsonally g ' was ackrrowled, before me this day of, 20 U, by day 207. by � Aff _&"VA who is personally known to me or prodtuced _ who known t6 me or who has produced 1 As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC 1 #NOTARY PUBIX: ---7 Sign: Print: My Commission Expires: APPROVED BY �°•�, # Structural Review (Revisd10711W7XRrAftd 06t1tN 0WXRavised 31130) zoning Clerk Miami shores Village Building Department 1000 N.E2nd Avenue Miami Shores, Florkia 33138 Tel: (305) 795.2204 Fax: (305) 7M.8972 CONTRACTORS' REGISTRATION ALL CONTRACTORS DUST PROVIDE COPIES OF LICENCES AND RNSURANCES EACH TIME A PERMIT 6 SUBMITTED. COPY OF QUALIFIER'S STATE LICENCES B+ COPY OF LOCAL BUSINESS TAX RECEIPT a1� COPY OF LIABILITY INSURANCE (CERTIFRCATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCERiIPTION) IF CONTRACTOR HAS A N 4MI� I DADE COUNTY CERTIFICATE OF COMPETENCY: A COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE WM SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: BUSINESS NAME: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 331X CORE �COMRACiOR' SRRFOMOON�s�s��u��tss�u�u�as��u�� B BUSINESS ADDRESS: CITY STATE—ff..—ZIP CODE BUSINESS PHONE: �' "� �i�1 —FAX NUMBER .2 S� — _4 0* CELL PHONE � I ° 7. EQUAUFIER'S NAME: /V QUALIFIER'S UC NUMBER: - -_l V.. 4 5 E -MAIL ADDRESS OF APPLICABLE): RiFl, -:w T O A-0 . CmMon iSSINM NIMMMMIRM111As ,ACQR . CERTIFICATE OF LIABILITY INSURANCE .�. ,� �mn a4 A Rum aw mnqxum sARGUARO CASUALTY 08 sevo - PEMIBROME pWA FL 33M4 mom VAM)OWS AKD GLASS INC 13280 SW M ST MIAMI. R. 33186 Y4: m�w�nrm�n�a�eea n+ew�n►rta+ MM $MORES VMLAM BGO QEPT 1WWWE2AVE Do= wsas cons"Immoma wammin ul.orr.AnmIMM*a$"" M� 3H0l�ES. FI.33138 iv � ae weaa�r w wea mar anali � ems. ne ins mi �s F MDOW owmen SEC. TYPE mBUSINESS . PAYS IMCENED MIAAINYU AIDQWS & GL& S ENC 196 SKCiArLT9F JLDI NG C lCTQR: = SY TA7f .LECTOR rTcer{s) 2 875.06 - 88/14/- 13 RW I3 --OW18 i6i�loral B T t Be+�1t� Own Bf Locel Busimm TaL The amelo is adevzonsk . m my gwiw� of : . TE10.8601Bfi1�i��_IgIBBiB$BG:.Y_ Fhi Hrttt+1it lonli min d USINE �IIII A RENE V JEFF ATWATER CFB13: FINANCIAL OFFICER 04 -10 -2012 * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 02/19/2012 PERSON: LEYVA FEIN: 850810295 BUSINESS NAME AND ADDRESS: MIAMI WINDOWS AND GLASS INC 13260 SW 131ST STREET STE 126 MIAMI FL 33186 SCOPES OF BUSINESS OR TRADE: 1— DOOR AND WINDOW INSTALLATION - EXPIRATION DATE: 02/1812014 I:T IMPORTANT: Pursuant to Chapter 40 . 061143, F.S., as officer of a corporation who elects exemption from this chapter by filing a cordficete of election under this section may Be recover benefits or compensation tinder this chapter. Pursuant to Chapter 440.06112► F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed an the mace of election to be exempL Porsaent to Chapter 440.05113), F.S., Natices of election to be exempt and certificates of elactlon to be exempt shall be subject to revocation If, at any dine after the filing of the oaUce or the Issuaace of the certificate, the parson named on the notice or certificate go longer meets the ropfremems of this section for istmeoce of a certificate. The department shall revoke a certificate at say time for failure of the person named on the certificate to greet the rwinirements of this suction. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 413 -1609 October 10, 2013 To Whom It May Concern: I am writing this letter to the building official at the City of Miami Shores Building Dept. I am the owner of Miami Window and Glass and I perform the work duties At my company. This means that I perform the installations of windows And doors. I can contact the building official the day of the installation So he can go to the job site. Resp5ixfully yo , P IlRene Leyv • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• • • • • ••• • • • •• •• • • • ••• •• •• ••• • • • • • Ines V Leyve of Florid, MY Comminlon EE 221358 Expires 10/0112018 • Oct 02 13 07:00a rene leyva 305 -226 -2602 p.1 Is 17 Miami shores Village Building Department iC 50 N.E.2nd Av(j. -1 ue Miami Shorc- . Florida 33133 Mc;K: i305) 756.8472 So�ptember 26, 2€713 Permit No: WS13 -2177 Building Critique Review 1- PER F5C, 2010. SECTION 105.3.5 EVERY EMPLOYER SHALL, AS A CONDITION OF RECEIVING A BUILDING PERMIT. SHOW PROOF THAT IT HAS SECURE COMPENSA'T'ION FOR IT'S EMPLOYEES AS PROVIDED IN 5ECTION 44.0.70 AND 440.38 OF FLORIDA STATUTE. THE EXEMPTION PROVIDED IS ONLY FOR MR. RENE V. LEYVA Ismael Naranjo Building Official Ap vo -4s lep j�qU&S�,6 /�-4x JJl P 11-14- PISr7 review is not complete, when all items above are corrected, we will do a complete Plan review. It arry sheets are voided, remove them from the plans and replace with new revised sheets and inclade one set of voided sheets in the re- submittal drawings. Oct 02 13 07:00a rene leyva 305 -226 -2602 p.2 04 -10 -2012 JEFF ATWATER STATE OF FLORIDA CHit' FIMOICIAL OFFICAR DEPARTMENT OF FINANCIAL. SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workere Compensation law. EFFECTIVE DATE: 04110/2012 PRISON: HERNANDEZ FEIN: 850510298 BUSINESS NAME AND ADDRESS: MIAMI WINDOWS AND GLASS INC 13260 SW 131ST STREET STE 126 MIAMI FL 33186 SCOPES OF BUSINESS OR TRADE 1- DOOR AND WINDDIN INISTALLATION - EXPIRATION DATE: 04/10/2014 SALVADOR WruNnnnrt: Persusat to epapta 440 . 05041, F.S., to officer of a corporation abn elects exempitiOR from this chapter by filing a cegilicote of eietyian aoder Ibis section may an r0mver beaeffts or coar{teasettan Under this deapler. Pursuant to Chapter 440.051121 F.S., Certificates of elactfax to tie exempt.„ apply arty within the scope of the lnustnass or trade listed on Om notice of aiettiea to be exempt. pars uant to Chapter 440.05113). F.S., Notices of election to be ecampt and tartiftates of election to be exempt $belt be subject to reesatton a, et any time site, blue filing of the notice or the Issaance Of the ceROicabe, the person natoed on the mace of certificate AS longer meets the regarrameals of this seeffon far issuance of a certiiicata The deportment 3&211 reuOte a certffrc*te at my time for failure of tits person named on the certificate to meet the regafremears of this sestina. ©WC- 252,CB"71CATE OF ELECTION TO BE EXEMPT REVISE[) 01 -11 OMSTIONS? (850) 413 -16 10/01/2013 11:32 FAX 1 800 883 7530 DATA SCAN FIELD SERVICES * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** TRANSMISS "ION OK TX /RX NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT € bores Village Building epartent 10050 N.E:.2rid Avtmtli .' I'vhami #..forida 331:38 ` FIAX: -(305) 756-89712 September 26; 2013 Permit No: WS13 -2177 4007 93052548829 10/01 11:32 00,18 1 OK Building Orit:igue Review ICI 00 1 1. PER FBC, 2010. SECTION '105.3.5 EVERY EMPLOYER SHALL, AS A CONDITION OF RECEIVING A BUILDING PERMIT, SHOW PROOF THAT IT HAS SECURE COMPENSATfON FOR IT'S EMPLOYEES AS PROVIDED IN SECTION 440.10 AND 440,38 OF FLORIDA STATUTE. THE EXEMPTfON PROVIDED IS ONLY FOR MR. RENE V. LEYVA fsmael Naranjo Buildinq Official Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 September 26, 2013 Permit No: WS13 -2177 Building Critique Review 1. PER FBC, 2010, SECTION 105.3.5 EVERY EMPLOYER SHALL, AS A CONDITION OF RECEIVING A BUILDING PERMIT, SHOW PROOF THAT IT HAS SECURE COMPENSATION FOR IT'S EMPLOYEES AS PROVIDED IN SECTION 440.10 AND 440.38 OF FLORIDA STATUTE. THE EXEMPTION PROVIDED IS ONLY FOR MR. RENE V. LEYVA Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 October 4, 2013 Permit No: WS13 -2177 Building Critique Review 1. Worker compensation provided is an exemption for two of the officers of the corporation, FBC 2010, section 105.3.5 requires coverage for the employees. If you do not have employees, provide an affidavit stating that the work will be performed by the officers of the corporation cover under the exemptions. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. m h� r; �r { <;; it m c n n ury �- PERMIT #: • •••. • 6 • • .t • 'q Miami Shores Village • • • APPROVED BY DATE �. . ZONING DEPT vz 1 BLDG DEPT - - f SUBJECTTO CCMPLIANCE WITH ALL FEDERAL* I STATE AND CCUNiY RULES ArID REC3 UI- A"RONS �, W44 re'co �N i LA • • • • • • J 6 • • .t • 'q Miami Shores Village • • • APPROVED BY DATE �. . ZONING DEPT vz 1 BLDG DEPT - - f SUBJECTTO CCMPLIANCE WITH ALL FEDERAL* I STATE AND CCUNiY RULES ArID REC3 UI- A"RONS �, W44 re'co �N i LA • • • VN c S5 of 7A ' � f ti .f •000.6 r" .* • ge ..Se e � • 0000 • •� 0000 000000 0' •ee•e• •6•• • 0000• 09.69• • • 00900 • • ••gee• •• •• • •0606• • •00.0• • • • • • • 0.669• •6..e• • e • •0990• •• •• r" .* CAM V.Jl v iiPi OW a5 #k+ _ c, �� . a4 it- I 13..t�¢ • • _7 • •0900• • • • • t .1 k- ,7 -7S- •Goes• • 0 9090•• • • • 4RoG••• • • •• e• 0 • • L•G•• • o f � E99 4 Z a � D VI a ai 7; W Y t N 1 00 so: 00 so • • • •s • • ••• • • • • • ••• • • • • 0:0 • • • • • • • • • • • • • • • • • • • s •• •• 000 • •• •• U RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P. E. Fl # 11955 / 0006024 ASCE 7 -10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height M m Effective Wind Area or, Tri utary Ara in Square Feet 10 20 30 40 50 50 60 1.00 0.95 0.92 0.89 -1.15 0.88 0.86 (15y- 40.4 38.5 37.5 36.7 -45.6 36.1 35.7 20 42.7 40.8 39.7 38.9 30.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41:1 40 49.4 47.2 45.9 44.9 -51.4 44.2 43.6 50 51.8 49.4 1 48.1 1 47.1 -53.8 46.4 45.7 60 53T 51.2 1 49.8 1 48.8 -55.8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone -CATEGORY 2 Height M m Effective Wind Area or, Tri utary Ara in Square Feet 10 20 30 40 50 50 60 -1.10 -1.05 -1.02 -0.99 -1.15 -0698 -0.96 (15y- -43.8 - 42.0 -40.9 -.40.2- -45.6 -39.6 -39.1 M -46.4 -44.4. -43.3 -42.5 so-48.3 - 41.9 -41.4 25 -48.4 - 46.4 - 45.2 -44.4 =50.4 -43.8 -43.2 30 -50.5 -48.4 47.2 - 46.3 -52.6 -45.6 -45.1 40 -53.6 -51.4 -50.1 - 49.1 -55.8 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 ' V58.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 U 0.6 -52.6 -52.0 Exterior Zones (5•- Walls) Negative Pressures Ex sere C For the - 175 mph Wind zone CATEGORY 2 Height M m Effective Wind Area or, Tri utary Ara in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 T -54.1 -50.4 -48.3 .- 46.8 -45.6 -44.7 -57.2 -53.4 49.3: so-48.3 -47.3 25 -59.8 -55.8 =50.4 -49.4 30 -62.3 -58.1 - 5.7" " -33.9 ' -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54. 50 -69.3 -64.7 -6P V.0 .' ' V58.5 -5 60 -71.9 -67.0 •' -64,2 :: -62.2 ; U 0.6 4 Length of End Zone (a): 10% of least horizontal dimension or. h, whiche %f but not less than 4% of least horizontal dimelVild'h or:3?t:(tf; eartroof he t t). .... . . ... . NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT OOFS. MI ®WADE MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 1 1805 SW 20 Sired, Room 208 AFFAIRS (PERA) Miami, Mori& 331732474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 3154599 NOTICE OF ACCEPTANCE (NOA) www.mlamidagov/hara� PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 bested 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 accepbuxx6 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. DESCREMON: Series "HR -710" Aluminum Horizontal Sliding Window - L.M L APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/2812006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, 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. UMELING: 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 bean 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 rreviaes NOA No. 11- 0630.02 and consists of this page 1, evidence pages E,--1, E-2 and E -3, as well as approval document mwgJvn^4at pvp. . .. .. The submitted documentation Ivu mvle*A lij+ 7aW 10. Gascon, P. E. . ......... . •• ••• •• • • • Of • 1L• • • . •• •• • • • • NOA No. 11- 1114.04 Expiration Date: December 21, 2016 000 ; • Approval Date: February 16, 2012 Page I .... ....... . . . . . • . . . . . •.. . . . •.. . . PGT Industries. Ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's Na's 07 -0815.09 and 06440106) 2. Drawing No. 4127 -10, titled -Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/2812006 with the latest revision -E" dated 1011712011, prepared by POT Industries, Inc., dated 02/01 /2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: l) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, p q aced by Fenestration Testing Laboratory, Inc., Test Report No. TTL -5330, dated 07/1812007, signed and sealed by Carlos S. Rionda P. E. (Submitted undetNOA No. 07 -0815.09) 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, Type "C" sliding window, Grade 10, per FBC 24113.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT L4858, 4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and: per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1,4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submiltsd under tyQA)No, 04- VOI.06) '. .: .': ::.: '. Jaime D. Gnaw P. E. 00 • • • • • • • • • Product Control Section Supervisor NOA No. 11-1114.04 Lapiration Date: December 21, 2016 . • . ' :' ' :' ' :' .' . ' :' Approval Data February 16, 2012 . .. .. .. . • •• ... . . . . ... . . . . . . . . . V: . . . . . .. .. 00 • •• .. ..... . . ... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural prepared by PGT Industries, Inc., dated 10/26106, Clark, P. E. (Submitted under previous NOA No. 07-081 5.09) 2. Complies with ASTM E1300 -98/ 04 analysis, complying with FBC, signed and sealed by Robert L. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, * Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-- 0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04 /17/2008, expiring on 04/17/2013. 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. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61615- 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 no financial interest, conformance and compliance with the FBC - 2007, dated 06/29/2011, signed and sled by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL -5330, issued by Fenestration Testing Laboratory, Inc., dated 07 /18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07 -0815.09) ....... . .. .. . .. . . . . ... . .. ... .. . . . .. . 0:6 •.• •.• . •.• .. 9 -2 . •• •• .. . • •• ... . . . . ... . . . . . . . . . . . . . .. .. . . . •• •• ... . . . ... . . 3aime D. Gaseon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 PGT industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL 4858 and FTL4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by mmundo Largaespada, P. E. (SubmWed under NOA N& 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11- 0630.02, issued to PGT Industries, Inc. for their Series , "HR -710 Aluminum Horizontal Roller Window - L.M.I.", approved on 08/18/2011 and expiring on 12212016. .. . • ••• ••• • • • • • • • • •• •• • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceinber 21, 2016 Approval Date: February 16, 2012 0000•• 0000•• • • • 0000•• 0000• 0000•• 0000•• • • 0000•• •• a 0• • • • 0000•• 0000•• • 0.000• 0000 0000 • 0000•• • GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 21 FOR INSTALLATION ABOVE SOFT, GLASS TYPES G THRU L MUST HAVE A GLASS CAP. A. 6f1B' LAW CONSISTING OF MUTES OF lAr ANNEALED GLASS WITH A .080 DUPONT SUTACITE OR SAFLEXMPSAFE MAXIMUM PVB INTERLAYER. S. 010' LAMI CONSISTING OF (1) LITE OF 11V ANNEALED GLASS AND (1) LITE OF 118` HEAT STRENGTHENED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEVKEEPSAFE MAXIMUM PVB INTERLAYER. C. 8118" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .000 WPM BUTACITE OR SAFLEXIMEPSAM MAXIMUM PVB INTERLAYER D. 7Mr LAMI CONSISTING OF (2) LITES OF 3MV ANNEALED GLASS WITH AN .080 DUPONT BUTAC7TE OR sAFLEvxEEPSAFE MAXIMUM PVB INTERLAYER. E 710` LAMI CONSISTING OF (1) LITE OF BMW ANNEALED GLASS AND (1) LITE OF 3110" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. F. 7118' LAMA CONSISTING OF (2) LITES OF 3119' NEAT STRENGTHENED GLASS WITH AN no DUPONT KMACITE OR SAFLEWKEEPSAPE MAXIMUM PVB INTERLAYER. O. 13110" LAM] b: (1) LITE OF V8' OR 3MV ANNEALED (MIN.) GLASS, BMV OR 34r AIR SPACE AND IMO° LAM CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A • .8118 DUPONT BUTACITE OR 8AFLEXAG EPOAFE MAXIMUM PVB INTERLAYER • 14. 134 LAMI Iii: (1) LITE OF I/V OR 3116• ANNEALED (MIN.) GLASS, IMO' OR 310' AIR SPACE AND IMO' LAMI CONSISTING OF (1) LITE OF 118° ANNEALED GLASS AND (1) LITE • OF Ir HEAT STRENGTHENED GLASS WITH A.090 DUPONT SUTACITE OR BAFLtDIACEEPBAFE MAXIMUM PVB INTERLAYER. • 1.41SWILAMB N3: (1) LICE Cr- 1/8° OR 3110• ANNEALED (MIN.) GLASS, LIMO° OR 31W AIR SPACE AND OMB' LAMI CONSISTING OF (2) LITES OF 1B° HEAT STRENGTHENED GLASS • • :V44AN 090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER • 9110(OOLAMI b: (1) LITE OF 118' OR 3116' ANNEALED (MIN.) GLASS, 3Mr OR ilV AIR SPACE AND 71ir LAMA CONSISTING OF (2) LITES OF 311V ANNEALED GLASS WITH AN • , i DUPONT BUTAC TE OR SAFUEXIKEEPSAPE MAXIMUM PVB INTERLAYER. • •Xs 18O LAMI IG: (1) LITE OF 1lr OR 31lr ANNEALED (MN.) GLASS, 3MB• OR 114° AIR SPACE AND 718' LAMI CONSISTING OF (1) LITE OF 3MS' ANNEALED GLASS AND (1) LITE OF 3116' FEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIIXEEPSAFE MAXIMUM PVB INTERLAYER. 0600•• • •L V%f9 LAMI IG: (1) LITE OF 148° OR 3/16' ANNEALED ( MIN.) GLASS. 3M0. OR 1/4' AIR SPACE AND I /Ir LAMI CORSETING OF (2) LITES OF 3MV HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 2.6C$FIG*ATIONE: 96 XOi NZ 3. DESIGN PRESSURES: (SEE TABLES. SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 4. ANCHORAGE' THE 3311396 STRESS INCREASE HAB NOT BEEN USED N THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. B. SHUTTERS ARE NOT REQUIRED. 0. FRAME AND PANEL COQ SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL4M FTL4= AND M4WO. ELCO TEXTRON NOA: 04.OMA1.OS02M ANBUAFBPA NOS-20M FOR WOOD CONSTRUCTION ADM-2W5 ALUMINUM DESIGN MANUAL 8, THE PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REEQUIREMENTB OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE PWHZ} 0. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED LO. GLASS CAP. BOTH THE OF AND ANCHOR QUANTITY REMAIN UNCHANGED. - eroKq� awi4 1RitbbBubr lA17t0 NTS 1 • 11 410-10 NOA DRAWING MAP GENERAL NOTES.... 1 GLAZING DETAIL& ..... ...... 2 DESIGN PRESSURES..._ 3 ELEVATIONS...„ .............._ 4 VERT. SECTIONS...... ...... 0 HORM. BECTONE_........ 0 PARTS LET_.. .............. 0 EXLTRUMONL ................... 7 CORNER DETAIL .............. 8 ANCHORAGE .................... &11 '��'u• 8T I C!f ; �2W�� 4SIONN6 o�`. A. LAA i)It1>y� P9 P.B./ um a $3 1M NOM. 6$(5 —' GLASS SITE (ALL SECTIONS) GLASS BITE 61 60,81,82 61 83,84,86 tf8" ANNEALED OR HEAT STRENGTHENED GLASS 3118" ANNEALED OR HEAT STRENGTHENED GLASS • • • 000 SOLUTIA OR DUPONT PVS INTERtAYER 000 SOLUTIA OR DUPONT PVS INTERLAYER • • • 1B'ANNEALED OR HEAT STRENGTHENED GLASS 3118' ANNEALED OR HEAT STRENGTHENED GLASS • • SMB'NOML 7118'LAMNATED 6/16" LAMINATED GLASS 7118 LAMINATED GLASS • • ••• 60 21 50 1 •• Ur NONL GLASS SITE C C � V14- • • •••••• •••• • • a $3 1M NOM. 6$(5 —' GLASS SITE (ALL SECTIONS) GLASS BITE 61 60,81,82 61 83,84,86 tf8" ANNEALED OR HEAT STRENGTHENED GLASS 3118" ANNEALED OR HEAT STRENGTHENED GLASS • • • 000 SOLUTIA OR DUPONT PVS INTERtAYER 000 SOLUTIA OR DUPONT PVS INTERLAYER • • • 1B'ANNEALED OR HEAT STRENGTHENED GLASS 3118' ANNEALED OR HEAT STRENGTHENED GLASS • • SMB'NOML 7118'LAMNATED 6/16" LAMINATED GLASS 7118 LAMINATED GLASS • • ••• 60 21 50 1 •• Ur NONL GLASS SITE C C � V14- trr NOM. GLASS SITE f 3MW ANNEALED OR HEAT STRENGTHENED GLASS A00 SOLUTW OR DUPONT PVS NTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED GLASS 7118' LAMINATED 3118'OR 1fa"AIRSPACE V8' or 3118' ANNEALED OR TEMPERED GLASS® 13MrNOM. 13118" LAMI IG GLASS W/ 7116" LAMI IAD FOR INSTALLATION N THE HYM ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. MASS GAP. BOTH THE DP AND ANCHOR QUANTITY TO MUNN UNCHANGED. IWIA7� �� m" Fb# ] 2 off 1 4127.10 �I Ka/b `J`' y LYNN .. AZ�N�GE►t8F •''� ��'. * : Hp,6gTOS 4, •.. F..OtA0... �(9 A. L461" P.E. p"00706 •• 0 •• - TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE V SMALLER) ® INSTALLATION IN THE H%aASOWXI L SHALL TrPES ° - L SHALL HAVE A TEMPMtWL°.GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY REMAIN uNCHa EO• GLASS TYPE WINDOW HEIGHT �" '3" 98 3/8" 48" 50 6!8" 64" 60" 88" • A,B,G,H +80.0 -60.0 +60.0 -60.0 ••••• • +60.0 -80.0 +e.0 . 80.0 +80.0 4 0.0 +10.0 80.0 +60.0 �.0 A,B,G,H ....•. .•.. +80.0 •80.0 +80.0 40.0 +60.0 430.0 +80.0 - 80.0 +60.0 -80.0 +58.8 -68.8 - TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE V SMALLER) ® INSTALLATION IN THE H%aASOWXI L SHALL TrPES ° - L SHALL HAVE A TEMPMtWL°.GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY REMAIN uNCHa EO• GLASS TYPE WINDOW HEIGHT �" '3" 98 3/8" 48" 50 6!8" 64" 60" 88" A,B,G,H +80.0 -60.0 +60.0 -60.0 +60.0 40.0 +60.0 -80.0 +e.0 . 80.0 +80.0 4 0.0 +10.0 80.0 +60.0 �.0 A,B,G,H +•00.0 4X1.0 +80.0 •80.0 +80.0 40.0 +60.0 430.0 +80.0 - 80.0 +60.0 -80.0 +58.8 -68.8 +56.2 -58.2 A,B,G,H +00.0 430.0 +60.0 4o.0 180.0 -w.0 +00.0 •80.0 +60.0 -80.0 +80.0 430.0 +55.2 -65.2 +62.3 -52.3 KUP A,B,G, H +60.0 430.0 +80.0 40.0 +60.0 -W.0 +60.0 •60.0 +�.0 -90.0 +60.0 4�.0 +64.6 434.8 +51.7 481.7 A,B,G,H +80.0 430.0 +80.0 4,0.0 +80.0 4�.0 +80.0 4�.0 +60.0 4�0 +89.6 •89.18 +53.6 -53.6 +80.9 -50.9 UP C,I +60.0 480.0 J K L +75.0 76.0 .. TABLE 2. XOX 003,0,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS Wl SAME DLO ARE In SMALLER) MUM". GLASS WI TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 93" TO amol8ri A ,KI G +60.0 430.0 9. TO 66.7`1. J K L • TABLE 3. �►iNb•zS FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE V SMALLER) WI 98W GLASS WI'7TH TYPE WINDOW HEIGHT 26" 36" 39 819" 48" 114 616" 64" 66" 63" 80" A,B,G,H +75.0 76.0 +75.0 75.0 +75.0 75.0 +75.0 78.0 +75.0 75.0 1 +75.01-75.0 +75.0 75.0 +75.0 -75.0 vnoaucraavtsan --*= w w ' NO - 66" A,B,G,H 78.0 +76.0 78.0 +75.0 -78.0 +75.0 -76.0 +75.0 76.0 +78.0 -75.0 +74.2 74.2 +70.2 -70.2 72" A B,G,H t.0 78 +75.0 75.0 +76.0 75.0 +75.0 78.0 +75.0 75.0 +76.0 -78 0 +89.8 40.6 +65.2 •86.2 74" A,B,G,H 75.0 +75.0 76.0 +75.0 75.0 +75.0 -75.0 +7 &0 75.0 t75.0 -76.0 +8-1 46.1 +03.8 433.8 UP TO 74" C' ' , J L ' +75.0 -75.0 GLASS TYPES: TEST REPORT M 4858 ()04 FTL4859 (OX &)K)) AND FlL-M A. 5118" LAMI - (118" A, .090,IW A) S. 6118' LAMI - (1/8" A. .090,1/8" HS) C. 6118" LAW - (118" HS. .090, V8" HS) D. 7116" LAMI - (3116" A, .090, 3118' A) E. 7/18" LAW - (3818" A. .090, 311(" HS) F. 7/18" LAMI - (3/18" HS, .080, 3118" HS ) G. 13/16" LAMI IG -118" OR 3118'A (MIN.), 5/1r OR 3/8" AIR SPACE, SM8' LAMI - (1/8'11, - 090,1/8"A) H. 13118" LAMI IG -1/8° OR 31187A (MIN.), wir OR 3/8° AIR SPACE, 5118" U4MI - WrA, .090,1/8"HS) L 13!16' LAMI 0-1/8" OR 3/18°A (MAN ), 5116" OR 318" AIR SPACE, 5118" LAMI - (1/8'HS, .�D.1B"HS) J. 13118" LAMI IG -118° OR 3118"A (MIN.), 3118" OR 1/4' SPACE, 7118" LAMI - (3f18°A, .090, 3118"A) K. 13118" LAMI IG -1 /8" OR 3/1S"A (MAN.), 3M6" OR IN SPACE, 7116" LAM' - (3118"A, .090, 3110 - S) IL. 13118" LAMI K3.1 /9" OR 3M8"A 3118" OR 1/4" SPACE, 7116" LAMI - 18"HS..090, 3/18"HS � � LYNN - 'oa ��''�SO1•? P•*•+� ®� u +mrmt a cxAaceneroe►�r Io cAP►ose +aawrNO� Pava>•ruw4lrawteAenws rlao� acv. '°f6 "a;co m PLMV4 vt ems. Slt3NPRE3SURE8 lwmmp AM t o FONTAt Ra1LER {NMIDOW II�ACT FA a Ntsro AITB 8 " it 1 4127•IO E tealssoe io 27 Wr MAX. DLO 54 WIT MAX DLO FIXED VENT `W WE - - - -- _ x 0 x • • • • • s 117 MAX. WIDTH I.F. FRAME • 111" MAX. WIDTH FLANGE FRAME • • •.. • DETAIL B - XOX (1/4- 1/2 -1/4) • • • • • • 33 8116- MAX 33 8116' MAX • DLO FIXED DLO VENT • • 837' MAX — — — FLANGE I FRAME ALL 67 318' MAX MAX DLO ALL Sr MAX DLO ALL vas FUM FRAM ALL 27 3Ar 27 w MAX. DLO MAX. DLO VENT FIXED x 0 x 7/16° MAX. WIDTH I.F. 8 7/W MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, SEALANT OR GASKET SAT HEAD AND SILL 0 0 16 I.F. FRAME I e�aamplsb. m..rub � ( � 3 I FLANGE FRAME LYNN 44"1", rr MAX W#?TM I F. FRAME —+{ j •`� ~�' JN' ''i VIEW D-D * ' 7r MAX WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) ` * �' 68708 DETAIL A - OX OR XO �,$ Ct• ►.r wnn, a wo .►�. FJ!"A77ont8 -,o,,.i : 2 co , ° CNp�KBi " uM ALLY HORIZONTAL ROLLER W WW IMPACT N' .,sS /ONA� �C `�• Now g0•W.S.R4gri Bd(I► /f11710 ANTS e -111 4w-10 E A.lP P.0. 3 Pic F Slum !.l • • • • 27 Wr MAX. DLO 54 WIT MAX DLO FIXED VENT `W WE - - - -- _ x 0 x • • • • • s 117 MAX. WIDTH I.F. FRAME • 111" MAX. WIDTH FLANGE FRAME • • •.. • DETAIL B - XOX (1/4- 1/2 -1/4) • • • • • • 33 8116- MAX 33 8116' MAX • DLO FIXED DLO VENT • • 837' MAX — — — FLANGE I FRAME ALL 67 318' MAX MAX DLO ALL Sr MAX DLO ALL vas FUM FRAM ALL 27 3Ar 27 w MAX. DLO MAX. DLO VENT FIXED x 0 x 7/16° MAX. WIDTH I.F. 8 7/W MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, SEALANT OR GASKET SAT HEAD AND SILL 0 0 16 I.F. FRAME I e�aamplsb. m..rub � ( � 3 I FLANGE FRAME LYNN 44"1", rr MAX W#?TM I F. FRAME —+{ j •`� ~�' JN' ''i VIEW D-D * ' 7r MAX WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) ` * �' 68708 DETAIL A - OX OR XO �,$ Ct• ►.r wnn, a wo .►�. FJ!"A77ont8 -,o,,.i : 2 co , ° CNp�KBi " uM ALLY HORIZONTAL ROLLER W WW IMPACT N' .,sS /ONA� �C `�• Now g0•W.S.R4gri Bd(I► /f11710 ANTS e -111 4w-10 E A.lP P.0. 3 Pic F Slum !.l aai.. I%iy SECTION C-C (VERTICAL SECTION, FLANGE MAX. VENT OLO EXTERIOR �— MAX haw OLO 4 I '--- MAX. WIDTH (FLANGE FRAME) 18 SECTION B-B �� -(HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) EXTERIOR SECTION PTA (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL . SECTION, I.F. FRAME) otlaawrola+ro,oMa No,raap.nsure vaepx u� eq. a sms iRdl�r Bae' HEAD (VERTICAL SECTION, I.F. FRAME) sm i d + 11 11?7 -10 MAX. VWT OLO LYNM `��41'••'.CENBg''••F'10 k No. BB7� � TA ;�"•' Q ei CFA . =fy ,1S /O'�1`V�A��L{ � o' ,L Lu M�1EN. PL PAS OM S i • • aai.. I%iy SECTION C-C (VERTICAL SECTION, FLANGE MAX. VENT OLO EXTERIOR �— MAX haw OLO 4 I '--- MAX. WIDTH (FLANGE FRAME) 18 SECTION B-B �� -(HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) EXTERIOR SECTION PTA (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL . SECTION, I.F. FRAME) otlaawrola+ro,oMa No,raap.nsure vaepx u� eq. a sms iRdl�r Bae' HEAD (VERTICAL SECTION, I.F. FRAME) sm i d + 11 11?7 -10 MAX. VWT OLO LYNM `��41'••'.CENBg''••F'10 k No. BB7� � TA ;�"•' Q ei CFA . =fy ,1S /O'�1`V�A��L{ � o' ,L Lu M�1EN. PL PAS OM S i •9000• 9 • • 9999• 9999• • 00••9• • • s 9999•• 9. 0• • • • • w • 9999•• • • •••9 •••0 • 9999•• 17 P.O. •lpt /64Y r�acaae n• . 4.784 .cam t.eee OI.F. FRAME JAMB 84141.808! -TO 4.710 —+{ zi . 41 I.F. FRAME HEAD 84198, 8003T8 42 I.F. FRAME 31LL at4o, ec�7e ^•'� PATS LIST AUK HORIZONTAL ROLLER MLD W i BMW Nlu" NTS 8 + 11 41V-V 2 �� 1'�; •' �}CBNBF ' :F'P �i NO. 5m �ONa�`.Z•�. A i�id1�1 is PAANM Am 'EL 1 �•- 2.710 O FLANGE FRAME HEAD x4102A, 8083.78 ..•••. .moo . • .. -�' F..�.461 --i •••• SASH STOP • • • 2 04026.8063 -T5 L "349-4::33 • e • 21 SASH TOP & BOTTOM RAIL 04133.8083 -TS 050 ,.aoe— I ----�I O GLAZING B . 5/18" 040949. 8083.75 (USED W/ OVR LL KM 3. 62 1� (►--- 2.T70�1 O FLANGE FRAME SILL 04135. 8)63.78 .061 �T 1 . O HORIZ. ROLLER TRACK 04131.OD5348 2 —+y 1.061 I+— OSASH MTG. RAIL 04008D. TB E ,.m -I T OGLAZING SEAR 7118" 04n2A.S083T5 PA. W IM dOW M19. FL 34U4 9. O FRAME SILL ADAPTER 04137.8003 -T8 17 FIXED MEETING RAIL 040648.80 TO 2A 28 - - 92M J 1. 37 SASH SIDE RAIL 84126, 800.1.75 OGLAZING BEAD. 7118" CUBED Wic9ttRU Kff) .040 I .738 O SASH STOP COVER x4083.8053.75 T-i - — 2.764 —+{ t= .082 13 FLANGE FRAME JAMS 04002A,5003 -TS .878 O GLAZING 611LI"sw x40�,S083 -TS .0 k .i.- .883 •�0 T 59 GLAZING BEAD. 13118" 04057. SOWT5 *' No. 58+703 p ••� QQ W 87A �'�.S�ONA� ffAL ROLLER WINDOW tMPAE7 � �`�• •••••• •••• • • Am 'EL 1 �•- 2.710 O FLANGE FRAME HEAD x4102A, 8083.78 ..•••. .moo . • .. -�' F..�.461 --i •••• SASH STOP • • • 2 04026.8063 -T5 L "349-4::33 • e • 21 SASH TOP & BOTTOM RAIL 04133.8083 -TS 050 ,.aoe— I ----�I O GLAZING B . 5/18" 040949. 8083.75 (USED W/ OVR LL KM 3. 62 1� (►--- 2.T70�1 O FLANGE FRAME SILL 04135. 8)63.78 .061 �T 1 . O HORIZ. ROLLER TRACK 04131.OD5348 2 —+y 1.061 I+— OSASH MTG. RAIL 04008D. TB E ,.m -I T OGLAZING SEAR 7118" 04n2A.S083T5 PA. W IM dOW M19. FL 34U4 9. O FRAME SILL ADAPTER 04137.8003 -T8 17 FIXED MEETING RAIL 040648.80 TO 2A 28 - - 92M J 1. 37 SASH SIDE RAIL 84126, 800.1.75 OGLAZING BEAD. 7118" CUBED Wic9ttRU Kff) .040 I .738 O SASH STOP COVER x4083.8053.75 T-i - — 2.764 —+{ t= .082 13 FLANGE FRAME JAMS 04002A,5003 -TS 7 Gill 4127 -10 .878 O GLAZING 611LI"sw x40�,S083 -TS .0 k .i.- .883 •�0 T 59 GLAZING BEAD. 13118" 04057. SOWT5 *' No. 58+703 p ••� QQ W 87A �'�.S�ONA� ffAL ROLLER WINDOW tMPAE7 � �`�• 7 Gill 4127 -10 ANCHOR QUANITTIES, XOX 114-111414) WINDOM TABLE 4 NOTES: - MAN TYPES A,B.C,O,HJ GLASS TYPES D,E.FAKL 1. ANCHOR TYPES., ANCHOR TYPE 2.3, W= 2. CONIC 1, CONC 2,3. WOOD Z CONC • 1- V4' ELCO TAPCONS 2 -1lC ELCO 834 CRETE -FLEX 3-612 STEEL SCREWS (O6) • SUBSTRATE • YNINDOW SIZE HEAD 8 SILL HEAD 8 SILL HEAD 8 8LL HEAD & Su HEAD 6 SLL HEAD 8 811 2. A. 5fi (1r F FT MASS TYPES 0 - SHALL ►WABOVE 30 •••••• •••• S. 6flIr LAMI AM. 15° HS) 0.6110' LAMI - (111" H8,1180,1fiP HS) • 63,125 x 38.376 1+C2+1 +C2+1 Z 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2ri+C2+1 • ANCHOR QUANITTIES, XOX 114-111414) WINDOM TABLE 4 NOTES: - MAN TYPES A,B.C,O,HJ GLASS TYPES D,E.FAKL 1. ANCHOR TYPES., ANCHOR TYPE 2.3, W= 2. CONIC 1, CONC 2,3. WOOD Z CONC 1. CONIC 1- V4' ELCO TAPCONS 2 -1lC ELCO 834 CRETE -FLEX 3-612 STEEL SCREWS (O6) • SUBSTRATE YNINDOW SIZE HEAD 8 SILL HEAD 8 SILL HEAD 8 8LL HEAD & Su HEAD 6 SLL HEAD 8 811 2. A. 5fi (1r F FT MASS TYPES 0 - SHALL ►WABOVE 30 S. 6flIr LAMI AM. 15° HS) 0.6110' LAMI - (111" H8,1180,1fiP HS) TEMPERED I.O. GLASS CAP. BOTH THE OP AND 63,125 x 38.376 1+C2+1 +C2+1 Z 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2ri+C2+1 2 1+02+1 +C2+1 2 1 +C2+1+C2+i 2 D. TtW LAMI - (3118' A.O .3118' A) ANCHOR QUANTITY REMAIN UNCHANGED• 4LOO 1+C2+1+C2+i 3 1 +C2+i+C2 +1 3 1 +C2+1 +C2+1 3 i+C2+i+C2+1 3 1+(211 +C2►1 3 1 +C2+1+C2t1 3 E.7116'LAW -(VII 0.4110,3118`H8) 60.826 1 +C2+1+C2+.1 S 1+C2+1+C2*i 3 1+C2 1 +C2+1 3 1+C2+i+CZ►1 3 1 +C2+1+C2+1 3 1+CZ+1+C2+1 3 F. Tirol LAN - (318' HS490, 3111P N8) 0.13M8' LAN 10 -118° OR SM8' A (MIN.), BMW OR 318' MACE, ISMS' LAW -(118"A.1100, IWA) 84.000 1 +C2+1 +C2+1 9 1+C2+i +C2+1 S i +C2+1+C2+1 S 1+C2+1+C2#1 3 1 +02+1+02+1 3 I+C26i+C2+1 3 H.1SMS' LAMI 16 -111' OR SM!' A (NMI ISMS' OR 311" SPACE. fVlV LAO -011 A.L110,1M' HS) 80000 1+C2+1rC2+1 3 1+CZ+I+CCI+1 9 1 +CC rt +C2 +1 9 1K +1 +02+1 3 1tC2+1 +02+1 S 1+02+1+(0+/ 9 1. ISMS' LAO 10- 118.OR 3H6° A (NBN.� 6MO- OR SI8' MACS:, BMW LAMI -(U8' HS"M.18" H8) J.13111P LAM110 - U8' OR 3118' A (MIN.), 318.OR IW MAC L TM6' LAMI - (311(1° A,.O110, 3M8' A) GILOW 1+C2+1+C2+i S 1 +C2+1+C2+1 3 1 1 +C2+1 +C2+1 3 1 +C2+1 +C2r1 3 1+C2N +C2+1 3 1 +C3+1+C3+1 S K.13H8' LAMI IG - LID' OR 316' A (MIN.1316' OR IW MACE, 7118' LAMA - (SM8' A,.M. 3MIr H8) 60.000 x 56.376 1+C2 +1+C2+1 2 1+C2+1+C2+1 Z i+C2+1+C2+1 2 1Kx+i+C2+1 2 1+C2+l+C2+1 2 1+CI+2+C2+1 21 L 13116• LAND 10 -1/11" OR 3M6' A (MIN. 3MOP OR 114' MACE, 7118' LVA -(3116' HS.M 3M8' HS) 40.OW 1+C2+1+CI+1 3 i +C 2*1+C2+1 3 i +C2+i+C2+1 S 1 +C2+1+CZ+1 3 1+C2+1 +C2+1 3 i +C2+2*Wi 313. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BAKED ON THE FOLLOWINO i M= +C2+1+C2+1 3 1 +CZ+1 +C2+1 9 i+C2+1+C 2*1 3 1 +C2+1 +C2+1 3 1+C2+1+C1+1 3 1+C2/2+C2+1 31 DIMENSIONS. FOR WINDOW 8� NOT SHOWN, OO TO NEX LARGER WNDM IN TABLE. 64.000 1+C2r1+CZ+i 3 1+C2+1+C2+1 3 1 +02+1 +CS+1 3 i+C2+1+C2+1 3 1 +C2+1 +C2+1 3 1+0+2+431+1 3 HEAD 8 SILL 101W MAX. ON EACH SIDE OF MEETING RAIL CENTERIM. i 84000 +0+i42+1 9 1+C2+1+C2+1 9 1+C2+1+CZ+1 3 1►q+1+C2+1 3 1+C2+1+t2+1 3 1+m-2+C3+1 S JAMBS: W 25 3W MAX PROM CORNERS. FROM COVERS AND 221/2' MAX O.C. • 11141W +C2+1+C2+1 3 1 +C2+1 +C2+/ S 1+CZ+1 +C2+1 3 1+C2+1 +C2+1 3 i +C2+14C2+1 3 i +C3+2+CS+1 3 TABLE KEY: 74.% 11 +C2+2+C2+1 2 1+C2+1 +C2+1 2 1+Cg+2+C2+1 2 1+C2+2+C2+1 2 1+C2►2+0M1 2 1+C2+2+C2+1 2 • %low +C2+2+C2+1 S i+C2+1+C2+1 3 1+044261 3 1+CZ+2+C2+1 3 1+132+2+02+1 3 /*22+2+C2+1 S +CS+4+CS+i 3 (MDR gUANTiTY PER JAMB O.40 1+C2+2+C2+1 9 1+C2+1+C2+1 3 i+CZ+2+C2 +1 3 1+C2+2+C2+1 3 i+C2+2tCZr1 3 1+02+2+02+1 9 HEAD AND SILL A CKIANTITY. • x81901 t+C2+2+C2+1 S 1 +004+1 *tCH1 3 itCZ+2+CCN1 3 1+C2+2+tSN S 1+C2+2+Cl+1 S 1tmr2tC3+1 S ACLUSTER OF AICIi01� CENTERED �) AT EACH MEETING RAIL • e%QX 1+C2+2+C2+1 3 i +02+1 +C 2+1 3 1+C2+2+L'2+1 3 1+C 2*2+C l+1 S 1+C2+2+C2+1 3 1+CS+2+C3+1 3 ABLE V ANCHOR AT EACH OPERABLE VENT • Aav4 1.0E+2+CZ+i 9 1 +C2+1+CZ+1 3 i+p+2+C8+1 3 1+C3+2+C3+1 9 1+C2+Z+C2+1 3 1+C3+2+C9+/ 3 PLUS(4)ANCHORS AT FIXED SECTION. (12) ANCNt><t8 TOTAL AT HEAD AND SUJ_ 84.004x 3B.Vj 1+C2+2+C2+1 2 1+C2+2+C2+1 Z i+C2+2+C2+1 2 1+28+2+02+1 2 1+C2+2+C32+1 Z 1+C2+3+02+1 Z • •4a.Om +CR+2+C2+1 3 1+CZ+2+C2+1 3 I+C2+2+02+1 3 1+C2+2+C2+1 3 1+CZ+T+C2+1 3 1+C3►S+C3+1 3 13' MIN. O.C. ANCHOR SPACING) 11.06 1+C2+2+C2+1 9 1*C2+2+C'2+1 3 1 +C2+2+t8+1 3 1+C2r2+C2+1 3 i+CZ+2+C2+1 3 1 +CC+3H i S 26 34'mbL 04.000 1 +C2+2+C2+1 S i+C2+2+C8+1 9 1 +C2+2+C8+1 3 1+02 +2+COM 3 1 +C2+2+C2+1 3 1 +C4+SMM1 3 'MiN. 80.000 i+C2+2+C8+1 S 1+C1+2+C2►1 9 1+C3+2+C3+1 S 1+C3+2+CS+1 8 1+02+2+02+1 3 1+04+3+04+1 3 UMD 1+C2+2+C2+1 9 i+C2+2+CN+1 9 1 +03+2* 3+1 3 I+ S+2+C3+1 3 1+C2+2►C2+1 3 1+C4+3+C4+1 3 ti"� qj= B 108.378x311.376 i+C2+2+C2+i 2 i+C8+2+C2+i Z 1 +C2+S+C2+1 2 1+C2+3+CZH Z 1+CS+S+C2+1 2 1 +C8+4+C8+1 Z 48.000 1+CZ+342+1 3 1+28+2+0.2+1 9 1+0313+03-1 3 1+0313+03+1 9 i +C2+S+C2+1 3 1+0.9+4+ i 3 MT(L RAIL, , vin Uddhe 6AO28 i+C2+3+C2+i 3 1+C2+2+C2 l 9 i +C3+3+p+i 3 1+CS+3+C3+1 3 1 +03+3+ 8 l 3 1+C.'t+4KDN S EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS No L 64.000 1 +C3+3+m11 3 1 +C2+2+C2+1 3 i+C8+3+C3+1 3 1+p+S+C,.i+1 9 1+C3+S+C6+1 6 i+Ct+4MA+i 3 (SHOWN IN TABLE KEY ABOVE) 80.000 1+0+3.03+1 3 1-48+2+02+1 3 i +C4+30X+l 3 i+CM3+CA+1 4 1 +CR4+3+C3+i S 1+C4+4+C4+1 3 03 00 1+03+3+03+1 3 1+CZ+2+C2+1 311+04+3+0411 +C2+B+C2+1 3 1+04+3+C4+1 2 i+C2+3++1 02 4 1+C4+3+C4+1 3 9 1+C2+3+C2+1 2 1+CP4*W1 1+CZ+4+CS+1 3 Z 1� M' IIIIIr 111.WU 38 .5/6 46.C91D 1+C2+3+C2 +1 1+C2+3+tS+1 2 1+CZ►2+CZ+1 3 1+02+2+02+/ 2 1 3 1+C3+3+CS►1 3 1+C3+S+C3+1 3 1+C2+3+C2+i 3 1+CS+4+m+1 S t7 REF. F+--S" AON. N'��i % 'F 60 8 1+C2+3+C2+1 8 1+C2+2+C2+1 3 1+0+8+03+1 3 1+m4+113+1 3 i+m+3+0+1 3 1+m+4+C3+i 9 B �` '�� '' vC At •. 'P �: 64.000 1+0+3+0+1 S 1+C2*2+C2+1 8 1+0+3+0+1 3 1+03+3+03+1 3 1+0+8+0+1 3 1+CA+4+CA+1 S *' N•. 00708 00.000 1+m+3+m+i S 1+C2+2+C8+1 3 i+C4+3+C4+1 3 1+C4+3+C1 +1 4 i+C3+3+C3+1 3 1+CA+4+C4+1 3 MTO.RAIL.TYP. Q OSL=O 1+M+3+m+i 9 irC2+2+C2+1 3 1+CM3+C4-1 S 1+C4+3WA*l 4 1+CO3+C01 S 1+06+4+064+ 4 EXAMPLE CLUSTER W1 QTY. OF (4) ANCHORS STV&P : J,L tatmi a NotsuN111fn66an�rT �orotee�a+mo•Yawc re.a4+xro ANCHORAiI�E3PACINC3 XOX 114112 -14+ •�i`S;'' Co �• �''�;,,IONAL��:�`� JJi s®DT o mCAPT0�11>! w10FYN0Trw ALdW.H(RMWALROLLERMOMIMPACT FX 4114x'!1 C IAP84:BTA8ldI. LECTWLL40£80(JB70AOe01fORGW.AQL PNOK 8.R8dd TRdbbBffm AL4�+aLLm4PA my PX maaoe ow Jomm 11Dro NT3 e • tt 4tPI =tO E v.E1m" • • • •••••• • 0 • • • • • •••• • • a suaeTPATO WOMM811E HEAD aSILL 3.0Wx 36.370 ,1+C2+1+0+1 48.000 1+1.2+1+0+1 5o.011 1+0+1+0+1 61.000 1+0+1+02+1 80.000 1+0+1+0+1 48.000 80.026 • Gun • e•�uee • •1a�• 041-0-0-0 • • • 48ADO 50.6116 84.000 00.000 48.000 w.m8 84.600 CA= 46.000 x.026 64.000 WOOD Wwo Uw -11r4w nuwvRO 1S8 TYPES A,S.%H 2 1+02+1 +0+1 GLASS TYPES C,D.E FJ,J., "'°"° L NOTES: 1. ANCHOR TYPES. 1- U4° ELOO TAPCONS 2 -1/4' ELAO SS4 CRETE -FLEX 3 - Y12 STEEL SCREWS (G5) 2, cA.ASS � (1w A �: IV A) � FOR INSTALLATION IN THE � A� 30 C. 8h18' LAMI - (IV HSAGO, Ve' HS) TEMPERED I.G. GLASS CAP. BOTH THE OP AND D. VW LAMI - (3fW A Afkf, 3h18' A) ANCHOR QUANTITY RAIN UNCHANGED. & 7110' LAMI -(3HB' A..M, 3118' HS) F. 71+8' LAMI - (3116' HS.AK 9118• H8) 0.13+18' LAbB 10 - U8' OR S/10° A pMN.L 8111P OR 318' SPACE, 5H6" L40 -(1B' A,.080,1/S' A) X.13/18' LAMI 10 -1B' OR 3118' A (MK Wir OR 318' SPACE, SM6' LAMI - (IV A,090, lAr HS) I. 13/111' LAhO K# -116' OR 3HS' A (MIN.], 5HS' OR 318' SPACE, Stir LAW - (1Ai HS.M0, '118" HS) K.13MV LAM IG - 1/8.OR 31'18' A ((MIN.) 3M8' OR 114' SP� YtW LAMI - 3ME° A 086, 3h it HS) L 13+18° LAMI 10 - US' OR 3M6' A @AN.), 3118° OR IW SPACE, 7118' LAMI - (3M4r HSA90. 3h1E' HS) 3• WINOM ANCHOR OUANTITIES ARE PER ADJACENT TABLE AND BIASED ON THE FOLLOWING DINS. FOR WINDOW SITES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD d SILL: 10117 MAX. ON EACH SIDE OF MEETING RAIL C✓EINTERUNE 914' R FROM CORNERS JAMBS- fP MAX, FROM CORNERS AND 22 U2' MAX. O.C. TABLE KEY. — 1 +C3 +1+CS+1 3 ANCMR QUANTITY PER JAMB A (AUSTER] C- xNTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FD(ED SECTION. (0) ANCHORS TOTAL AT HEAD AND SILL. (J" MIN. O.C. ANCHOR SPACING) 2. CONC 1, CONC 2.3. WOOD $ CONC 1. CONC ZONES 9 1 1+0+1+C2+1 21 8 2DNE8 2I KS HEAD a SST. HEAD 6 SILL HEAD 6 SILL HEAD 6 SILT. HEAD S SILT. I +C1N+C2+1 2 1+0+1+0+1 2 1 +0+1+0+1 2 1+C2+1+C2+1 2 1+C2+7+0+1 2 1+0+1+02+1 8 1+0+1+0+1 3 i +C2+1+C2+1 3 1+0+1+0+1 3 1+0+1+0+1 3 It0+1+0+1 3 1+C2+1+0+1 3 1+0 +1+0+1 3 1+0+1+0+1 3 1+0+1+0+1 31 I+0+f+0+1 8 1 1+0+1+0+1 3 1 +C2+1+0+1 3 1+0+1+C2+1 3 1+0+1+0+1 3 1+0+1+0+1 3 1+0+1+0+1 8 1+0+1+0+1 8 1+0+1+0+1 8 1+0+1+0+1 3 I +011+1 +0+1 8 1+0+1+02+1 3 1+0+1+0+1 3 1+0+1+0+1 9 1+0+1+0+1 a I+C2+1+C2+1 2 1+0+1 +C2+1 2 1+0+1+0+1 2 1+0+1 +C2+1 2 1+0+1+0+1 2 1+0+1+C2+1 3 1 +0 +1 +0+1 3 1 +0+1+C2+1 3 1 +0+1 +C2+1 b 1 +0+1+01+ 3 I+C1H+C2+1 3 1+0+1+0+1 3 1+0+1+0+1 3 i*C2+1 11 3 1+0+1 +C2+1 3 1+0+1+0+1 3 1 +0+1 +C2+1 3 1 +0+1+0+1 3 1+02+1 +0+1 3 1+0+1+0►1 3 I+0+1+0 +1 3 1 +0+1+0+1 3 1 +C2 +1+0+1 8 1 +C2+1+0+1 3 143+1+00 3 1+0+1 +C2+1 3 1+0+1+0+1 3 1+0+1+0+1 3 1+0+1+0+1 8 1 +C8+1+M+1 8 1+0+1 +0+1 2 1+01++0+1 11 1+0+1+0+1 2 1+0+1+C2+1 2 1+0+1+0+1 2 1+0+1+02+1 3 1+02+1+0+1 311+0+142+1 3 1+0+1 +0+1 3 1+0+1+0+1 3 +0+1+0+1 3 1 +0 +1+C2 +1 8 1+C2+1+0#1 3 1+0+1+C2+1 3 1+C2 +1+0+1 3 +0+1+0+1 3 1+C2+i*02+1 b 1+0+1+0+1 S 1+0+1+0+1 3 1+C3+1+CS►1 3 +0+1+0+1 3 1+0+1 +0+1 8 1+0+1+0+1 3 1+C2N+0+1 8 1+0+1+0+1 3 +0+1 +0+1 b 1+0+1+0+1 3 1+0+1+Cat1 3 1+0+1+0+1 8 1+C8+1+C8+1 3 +02+1+0+1 2 1+0+1+02+1 2 1+02+1+0+1 2 1+0+1+0+1 2 1 +0+1+0+1 2 +0+1+0+1 3 1+02+1+01+ 3 1+0+1+1 3 1*0+1+C2+1 3 1+0 +1+0+1 3 +0+1+0+1 3 1+C2+1+C2+1 3 1 +0+1+0+1 3 1+C2+1+0+1 3 I+0+1+C3+1 3 +0+1+0+1 3 1 +C2+1 +0 +1 3 1+0+1+0+1 3 1+0+1+0+1 9 1 1+21+1+0+1 3 +0+1+0+1 b 1 1 +C2+1 +02+1 9 _ 1+CS+ /+CS+1 3 -- - -- - _ 0+1- 1++0+1 a - -- - -- - _ 1+0+1+0+1 3 - -- - -- - _ 2 1+0+I+0+1 2 1+02+1 +0+1 2 1+0+1+0+1 2 1+0+1+0+1 12 1+0+1+0+1 2 25 314' MAX. 3 F---V MIX s ir 3 )S 4 i5 3 b MTO. RAP, TYP. 2 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS a S (SHOWN IN TABLE KEY ABOVE) 3 1+0+1+0+1 3 1+0+1+0+1 31 1 +01+ +C2+1 b 1+0t1+C11+1 3 1+0+1+0+1 3 1+0+1+0+1 9 1 1+0+1+C2+1 3 1+02 +1+0+1 s I+0+1+0+1 3 1+C3► /+Ca+1 3 1+0+1+0+1 3 1+0+1+0+1 3 1 +0+1+C11+1 3 1+0+1+0+1 3 1+CS+1+C9+1 3 1+0+1+0+1 3 1+0+1+08+1 3 1+C3+1+C9+1 3 1+0+1+0+1 3 1+CS+I+0+1 3 1+0 +1+0+1 3 1+0+1 +C3+1 3 1+CS+1 +Cat! 3 1+0+1 +;2+1 3 1+08+1+08+1 2 1 +C2+I+02+1 2 I+C2+1 +C2+1 2 1+ca+1.C2+1 +1+I a I+00+ 2 I+C2+1+0+1 a 1 +0+1+0+1 3 1+0+1 +02+1 3 1+0+1+0+1 3 1+0+1+0+1 a I+C9+1+OS.1 5 1+02+1+0+1 3 1+0+1+0+1 3 1+0+1+0+1 3 I+C2+1+0+1 a 1+CS+1+0+I 283W MAX. IW TYP. r REF. � ANY LYNN * ' N•. 66705 : MTG. RA9. TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS . � PX 4M6E7 C 180418171BL8 61 t?TVALIb1M0141TOA1MQNpRG+PAAL Pa•px+� x;xt Rlxtf+ Yt86 ~` e �a1o5 ve 9 il-Wrimm /a6 T N ANCHOR QUANTITIES XO S OX WINDOWS TAB E 6 NOTES: TYPES C.D.E,F,(,J,K, L t. ANCHOR TYPES: 2, CONC 1, CONC 1 - IW ELOO TAPCONS 2 . lW ELCO S34 CRETE -FLEX 3 • #12 STEEL SCREWS (06) ZD $ ZONES 2. GLASS TYPES: A. 6/18' LAMI - (108' A,.090, U8' A) ® FOR INSTALLATION IN THE HVHZ ABOVE 30 a � iA S. 8/18' LAM! - (1A r A,09k IW HS) FT. GLASS TYPES G - L $HALL HAVE A ell Ni C. d18' LAMI • (118' H3,.090.1/8' FO) TEMPERED I.G. GLASS CAP. BOTH THE OF AND 0., 3Mr A) ANCHOR QUANTITY REMAIN UNCHANGED 1 +C2+1 2 1 +C2+1 2 D' 8' 711 LAMH - (3M6' 090 1 +C2+1 3 1+C2+1 3 P. THb' LAMI - (3MIr HSA sHfr ) (9118° 118..090, 3116` 118) 1 +C2+1 3 1 +C2+1 3 G. 13118' LAMI 10 - lA r OR 3118' A (M1N.), 6M6.OR ale +A CE 9116' LAM! - (1/6' 0..0�.1AB' A) H. 13116' LAMI 10 -106' OR 3MrA (MIN.), 6118" OR 3V SPIN. 6118' LAMI - (1B'0..090,1/9-HS) 1+C2+1 3 I+C2+11 3 1. 13Mr LAMI 10 -1A' OR 3118° A ( MIN.), 6116' OR 3/6' SPACE, 6116` LAW - (tir HS,.090,1/8' HS) 1 +C2 +1 3 1 +C3+1 3 J. 13116' LAMI IG • 1W OR 3M6• A (MIK. 3118' OR 1W SPACE, 7118' LAW - (3118' A,.090, 3118' A) K. 13M6' LAMI IG -1A' OR 3110 A (A8N•b 3M6. OR 1/4' S PACE, 7/16" LAMI - (3M6' A,.=. 3M6• HS) 1 +C2+1 3 1 +C3+1 3 L. 13M8° LAMA IG - VW OR Still" A ( MIN.), SMS- OR 11C SPACE, me° LANs -(3M6' Hs'm amr HS) 1 +C2+1 2 1 +C2+1 Z 1 +a+1 3 1 +C2+1 3 s. WINDOW ASR QUANTITIES ARE PER ADJACENT SHOWN. G TABLE AND LARGER ED I DO IN TAKE DIMENSIONS. FOR WINDOW 8¢E$ NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2+1 3 1 +C3+1 3 1 +(2+1 3 1 +C3+1 3 HEAD 6 BILL* 18 3W MANX ! MC �L CENTERLINE. 1 +C2+1 3 1 +C3+1 3 JAS* 6' MAX FROM CORNERS AND 221/7 MAX O.C. 1+C2+1 3 1 +C3+1 3 TABLE KEY: O 1 +C2+1 2 1+C2+1 2 2 +09+2 9 ANCHOR (XIAIdTIT11 PER JAMB 1 +C2+1 3 1 +C3+1 3 1+C2 +1 3 1 +03+1 3 HERO AHO 61LLANCHOR Q1/ANTITIE$ A CLUSTER � (3) ANCHOR 1 +C2+1 3 1 +CS+1 3 CENTERED ON THE MEETING RAIL 1 1 +C2+1 3 1 1 +C3 +1 1 31 PLUS (2) ANCHORS AT OPERABLE 1+C3+1 3 1 +04 +1 3 VENTANDTOTA A� (� 1+C2+1 2 2+C2+2 2 ANCHORS TOTAL ATHENOANDSILL 1+C2 +1 3 2+C3+2 3 (3' MIN. O.C. ANCHOR SPACING) 1+C.4+1 3 2+03+2 3 -H8 301' MAX. 1 +C2+1 3 2+C3+2 3 1 +C3+1 3 2+C4 +2 4- 1 +C3+1 3 2+C4+2 4 p 9 Q 1 +C2+1 2 2 3 1 +(`.2+1 3 2+C3+2 3 �'�L ��d+ 1+C2+1 3 2+03+2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) I+C3+11 3 2+C4+2 4 1+C3+1 3 2+C4 +2 4 a aw MAX 2 +C2 +2 2 2+L'2+2 3 1 1/2'TYP, 1--r MIN. t 11 t t 2+02 +2 3 2+0362 4 9^ REF. .�`� OpY LYNN 2 +t2+2 3 2+03+2 4 Q �`• vc�+sF '. 2 +03+2 9 2+C4+Z 4 No. 68706 2 +03+2 3 2+04+2 1 2+C8+2 4 2+04+2 6 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS - til-ox- �; wmtea•rolnwt�ue ANCHORAQE3PAq OX AND XOW/NQOW3 r�'1`�'•• ;�1MIOP.•''G��; `` a�ma ��''%ss1.OIyAL ..�`�` Pixmoiat n AL(Jl� HORIZONTAL ROLLER iRRAlvoW IAlPACT 1�� - 111 >� Bna�. HIM AHTB 10 • !! 4127 -10 E w L> as Pt ANCHOR TYPE d SUBSTRATE GLASS TYPES A,B4O H GLASS 2.3, WOOD 2, CONC 1 1. CON; 2,3. WOOD • ZONES • =1 otS I d to S .a -1 w ii � a x ql 37.000 x 39.376 49.000 60.926 64.000 90.000 63000 1 +C2+1 2 1 +C2+1 2 1 +C2+1 2 1 +C2+1 2 1 +C2+1 3 •••••• •••• 1 +C2+1 3 1 +C2+1 3 • 3 1 +(2+1 3 1 +C2+1 3 1 +C2+1 • ANCHOR QUANTITIES XO S OX WINDOWS TAB E 6 NOTES: TYPES C.D.E,F,(,J,K, L t. ANCHOR TYPES: 2, CONC 1, CONC 1 - IW ELOO TAPCONS 2 . lW ELCO S34 CRETE -FLEX 3 • #12 STEEL SCREWS (06) ZD $ ZONES 2. GLASS TYPES: A. 6/18' LAMI - (108' A,.090, U8' A) ® FOR INSTALLATION IN THE HVHZ ABOVE 30 a � iA S. 8/18' LAM! - (1A r A,09k IW HS) FT. GLASS TYPES G - L $HALL HAVE A ell Ni C. d18' LAMI • (118' H3,.090.1/8' FO) TEMPERED I.G. GLASS CAP. BOTH THE OF AND 0., 3Mr A) ANCHOR QUANTITY REMAIN UNCHANGED 1 +C2+1 2 1 +C2+1 2 D' 8' 711 LAMH - (3M6' 090 1 +C2+1 3 1+C2+1 3 P. THb' LAMI - (3MIr HSA sHfr ) (9118° 118..090, 3116` 118) 1 +C2+1 3 1 +C2+1 3 G. 13118' LAMI 10 - lA r OR 3118' A (M1N.), 6M6.OR ale +A CE 9116' LAM! - (1/6' 0..0�.1AB' A) H. 13116' LAMI 10 -106' OR 3MrA (MIN.), 6118" OR 3V SPIN. 6118' LAMI - (1B'0..090,1/9-HS) 1+C2+1 3 I+C2+11 3 1. 13Mr LAMI 10 -1A' OR 3118° A ( MIN.), 6116' OR 3/6' SPACE, 6116` LAW - (tir HS,.090,1/8' HS) 1 +C2 +1 3 1 +C3+1 3 J. 13116' LAMI IG • 1W OR 3M6• A (MIK. 3118' OR 1W SPACE, 7118' LAW - (3118' A,.090, 3118' A) K. 13M6' LAMI IG -1A' OR 3110 A (A8N•b 3M6. OR 1/4' S PACE, 7/16" LAMI - (3M6' A,.=. 3M6• HS) 1 +C2+1 3 1 +C3+1 3 L. 13M8° LAMA IG - VW OR Still" A ( MIN.), SMS- OR 11C SPACE, me° LANs -(3M6' Hs'm amr HS) 1 +C2+1 2 1 +C2+1 Z 1 +a+1 3 1 +C2+1 3 s. WINDOW ASR QUANTITIES ARE PER ADJACENT SHOWN. G TABLE AND LARGER ED I DO IN TAKE DIMENSIONS. FOR WINDOW 8¢E$ NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2+1 3 1 +C3+1 3 1 +(2+1 3 1 +C3+1 3 HEAD 6 BILL* 18 3W MANX ! MC �L CENTERLINE. 1 +C2+1 3 1 +C3+1 3 JAS* 6' MAX FROM CORNERS AND 221/7 MAX O.C. 1+C2+1 3 1 +C3+1 3 TABLE KEY: O 1 +C2+1 2 1+C2+1 2 2 +09+2 9 ANCHOR (XIAIdTIT11 PER JAMB 1 +C2+1 3 1 +C3+1 3 1+C2 +1 3 1 +03+1 3 HERO AHO 61LLANCHOR Q1/ANTITIE$ A CLUSTER � (3) ANCHOR 1 +C2+1 3 1 +CS+1 3 CENTERED ON THE MEETING RAIL 1 1 +C2+1 3 1 1 +C3 +1 1 31 PLUS (2) ANCHORS AT OPERABLE 1+C3+1 3 1 +04 +1 3 VENTANDTOTA A� (� 1+C2+1 2 2+C2+2 2 ANCHORS TOTAL ATHENOANDSILL 1+C2 +1 3 2+C3+2 3 (3' MIN. O.C. ANCHOR SPACING) 1+C.4+1 3 2+03+2 3 -H8 301' MAX. 1 +C2+1 3 2+C3+2 3 1 +C3+1 3 2+C4 +2 4- 1 +C3+1 3 2+C4+2 4 p 9 Q 1 +C2+1 2 2 3 1 +(`.2+1 3 2+C3+2 3 �'�L ��d+ 1+C2+1 3 2+03+2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) I+C3+11 3 2+C4+2 4 1+C3+1 3 2+C4 +2 4 a aw MAX 2 +C2 +2 2 2+L'2+2 3 1 1/2'TYP, 1--r MIN. t 11 t t 2+02 +2 3 2+0362 4 9^ REF. .�`� OpY LYNN 2 +t2+2 3 2+03+2 4 Q �`• vc�+sF '. 2 +03+2 9 2+C4+Z 4 No. 68706 2 +03+2 3 2+04+2 1 2+C8+2 4 2+04+2 6 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS - til-ox- �; wmtea•rolnwt�ue ANCHORAQE3PAq OX AND XOW/NQOW3 r�'1`�'•• ;�1MIOP.•''G��; `` a�ma ��''%ss1.OIyAL ..�`�` Pixmoiat n AL(Jl� HORIZONTAL ROLLER iRRAlvoW IAlPACT 1�� - 111 >� Bna�. HIM AHTB 10 • !! 4127 -10 E w L> as Pt ANCHOR TYPE d SUBSTRATE GLASS TYPES A,B4O H GLASS 2.3, WOOD 2, CONC 1 1. CON; 2,3. WOOD ZONES ZONES WINDOW SIZE r =1 otS I d to S .a -1 w ii � a x ql 37.000 x 39.376 49.000 60.926 64.000 90.000 63000 1 +C2+1 2 1 +C2+1 2 1 +C2+1 2 1 +C2+1 2 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C2 +1 3 1 +(2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C {+1 3 1 +(2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C3+1 3 1+C2+1 3 48.000 x 36.376 • 44000 •• 10.628 • 64.00j • 60.008 63.000 1 +C2+1 2 1 +C2+1 Z 1 +C2+1 2 1 +C2+1 2 1 +C2+1 3 1+C2+1 3 1 +C2+1 3 1+C2 +1 3 1+C2+1 3 1 +C2+1 3 1 +C3+1 3 1+C2 +1 3 1 +C2+1 3 1+C2+1 3 1 +03+1 3 1+C2 +1 3 +C3+1 3 1 +C2+1 3 1 +C3+1 3 1 +C3+1 3 1 +C3+1 3 1 +C2+1 3 1 +C3+1 3 1 +C3+1 3 63.126 x 3 •• 1�� • •f • 66000 •• 8&009 ••l%Qm 1 +C2+1 Z 1 +C2+1 2 1 +C2+1 2 1+C2+1 2 1 +C2+1 3 1 +C2+1 3 1 +C3+1 3 1+C2+1 3 1 +C2+1 3 1 +C2+1 3 1+03+1 3 1 +C2+1 3 1 +C3+1 3 1+C2+1 3 1 +C3+1 1 3 1 1+C3+1 3 1 +C3+1 4 1 +C2+1 3 1 +C3+1 3 1 1 +C3+1 4 1 +C3+1 4 1+C3+1 3 1404 +1 3 1 +C3+1 4 $O.DWx 3%V5 • • 08.00& 60.626 64.000 $0.000 63.O0D 1*C2+1 3 1 +C2+1 2 2+C2+2 2 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 2+C3+2 3 1 +C2+1 3 1 +C3+1 3 1 +C2+1 3 2+03+2 3 1 +C3+1 3 1 +C3+1 4 1 +C2+1 3 2+C3+2 3 1 +C3+1 4 1 +C3+1 4 1 +C3+1 3 2+C4+2 4 1 +C3+1 4 1 +03+1 4 1 +C 3+1 3 2+C4+2 4 1+C3+1 4 66.000 x 36.376 48.000 KIM!$ 61.000 60.000 63.000 2 +C2+2 3 1 +C2+1 2 2+C2+2 3 2+C2+2 3 2+02 +2 4 1 +C2+1 3 2+C3+2 3 2+;2+2 4 2 +C3+2 4 1 +C2+1 3 2+03+2 3 2+03+2 4 2+C3+2 4 1 +C2+1 3 2+C3+2 4 2+03+2 4 2 +C3+2 4 1 1 +C3+1 3 2+C4 +2 4 2+08+2 4 1+c3+1 4 1 1 +C3+1 3 2+C4+2 4 2+C3+2 4 74.00p x 38 376 48.000 60.626 64.000 60.000 63.000 2+02+2 3 2 +02+2 2 2+02+2 3 2+02+2 S 2+C3+2 4 2+02+2 3 2403 +2 4 2+03 *2 4 2 4 2+02+2 3 2+C3+2 4 2 +03+2 4 2 4 2+03+2 3 2+G4 +2 4 2+03+2 4 2 L 4 1+03+1 3 2+04 +Z 4 2+03 +2 6 2 4 1+03+1 3 2+04+2 4 2+C4 +2 6 M I+D°�~ cR t o /otswroa&7a�acn NC►TAnT& FX 4M607 C rA"#ro •86SQTYALI VWIQAAIOM W. x am= ,u. 32M NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY M1AM-DADE COUNTY APPROVED 114' ELCA TAMS EMBEDED 1348" MIN. OR 114° 884 CRETE- FLEX EM SEDED 1314° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 1813/4'. FLATHEAD ANCHORS MUST BE AM2 TRNMFIT HEAD. 2, FOR WOOD APPLICATIONS IN MSAMM-DADE COUNTY, USE #12 STEEL SCREWS (05) OR 114° SS4 CRETE -FLEX WITH N12 TIBMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SE=CTIONS ON THIS PAGE AS 1x ARE BUCK WHOSE TOTAL THICKNESS IS LESS THAN 1112'. 1x VvOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 IW THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOW BUCKS TO BS ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAWNNG AMUSOICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF GN345 AND A MINIMUM OF Vg' THKX THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A Ste: TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMAM TO THAT SHOWN IN THESE DETAILS FOR at WOOD BUCKS. THE ANCHOR SHALL BE A Al2 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET. THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED 5. MATERIALS, 04CWDWG BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER • 'Ai4m • 3/ 1N° MAX SHIM 1 1N' MIN DISBIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. • • (1.5 Kill CMUI �. OR i•i• • :. PER NOTE I • (3.4 KSI CONCRETE) •• •• AI'IL! OD CONCRETE 1� ANCHOK Nom. NOTE 1 , ; 1 314° a • • MIN. E.D o AD & BILL DETAILS A. B. A D. 0 a H) ••s• TYP. 2x •W f 1 NOTE 3 Ix WOOD BUCK NOTE 3 SEE NAILINM DETAIL E DETAIL F . .. (,Ili DETAILS E. F b 1) *so :TYPICAL FLANGE FRAME JAMB SECTIONS 7 CONCRETE ANCHOR, NOTE 1 MIN. a4 WOOD ANCHOR. NOTE 2 1N• 1N° MAX. MAX SHIM SHIM ' 13N• MIN. 2K WOOD DETAIL C BUCK. • DETAIL D NOTE 3 .p. �t 16,m 11 P . = DETAIL H (HEAD) a Ill MIN. x 2112° NAIL AND O.C. AL DETAILS 0. H A 1. SEE NAJLING I r DETAIL G TYPICAL INTEGRAL FIN FRAM n, 1l DETAIL I (JAMB) 1111111 *' Na 58M ' AL A LY!•1 P8 PRJum •• •• MIN. NOTE 3 13Ar R TE CRETE . ' MIN. v ~ ..:: NOTEf 1 Ix WOOD • BUCK, 7 I • ! � �� MAX RJ SHIM SHIM CONCRETE s•e•• ANCHOR ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS •••..• •.•• • • • NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY M1AM-DADE COUNTY APPROVED 114' ELCA TAMS EMBEDED 1348" MIN. OR 114° 884 CRETE- FLEX EM SEDED 1314° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 1813/4'. FLATHEAD ANCHORS MUST BE AM2 TRNMFIT HEAD. 2, FOR WOOD APPLICATIONS IN MSAMM-DADE COUNTY, USE #12 STEEL SCREWS (05) OR 114° SS4 CRETE -FLEX WITH N12 TIBMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SE=CTIONS ON THIS PAGE AS 1x ARE BUCK WHOSE TOTAL THICKNESS IS LESS THAN 1112'. 1x VvOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 IW THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOW BUCKS TO BS ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAWNNG AMUSOICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF GN345 AND A MINIMUM OF Vg' THKX THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A Ste: TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMAM TO THAT SHOWN IN THESE DETAILS FOR at WOOD BUCKS. THE ANCHOR SHALL BE A Al2 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET. THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED 5. MATERIALS, 04CWDWG BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER • 'Ai4m • 3/ 1N° MAX SHIM 1 1N' MIN DISBIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. • • (1.5 Kill CMUI �. OR i•i• • :. PER NOTE I • (3.4 KSI CONCRETE) •• •• AI'IL! OD CONCRETE 1� ANCHOK Nom. NOTE 1 , ; 1 314° a • • MIN. E.D o AD & BILL DETAILS A. B. A D. 0 a H) ••s• TYP. 2x •W f 1 NOTE 3 Ix WOOD BUCK NOTE 3 SEE NAILINM DETAIL E DETAIL F . .. (,Ili DETAILS E. F b 1) *so :TYPICAL FLANGE FRAME JAMB SECTIONS 7 CONCRETE ANCHOR, NOTE 1 MIN. a4 WOOD ANCHOR. NOTE 2 1N• 1N° MAX. MAX SHIM SHIM ' 13N• MIN. 2K WOOD DETAIL C BUCK. • DETAIL D NOTE 3 .p. �t 16,m 11 P . = DETAIL H (HEAD) a Ill MIN. x 2112° NAIL AND O.C. AL DETAILS 0. H A 1. SEE NAJLING I r DETAIL G TYPICAL INTEGRAL FIN FRAM n, 1l DETAIL I (JAMB) 1111111 *' Na 58M ' AL A LY!•1 P8 PRJum 1 WC MIN. E.D. TYP. 29 WOOD SUCK. MIN. NOTE 3 13Ar R TE CRETE . ' MIN. v ~ ..:: NOTEf 1 Ix WOOD BUCK, 7 I NOTE 3 ! � �� MAX RJ SHIM SHIM CONCRETE WOOD ANCHOR ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1uwZ • NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY M1AM-DADE COUNTY APPROVED 114' ELCA TAMS EMBEDED 1348" MIN. OR 114° 884 CRETE- FLEX EM SEDED 1314° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 1813/4'. FLATHEAD ANCHORS MUST BE AM2 TRNMFIT HEAD. 2, FOR WOOD APPLICATIONS IN MSAMM-DADE COUNTY, USE #12 STEEL SCREWS (05) OR 114° SS4 CRETE -FLEX WITH N12 TIBMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SE=CTIONS ON THIS PAGE AS 1x ARE BUCK WHOSE TOTAL THICKNESS IS LESS THAN 1112'. 1x VvOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 IW THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOW BUCKS TO BS ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAWNNG AMUSOICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF GN345 AND A MINIMUM OF Vg' THKX THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A Ste: TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMAM TO THAT SHOWN IN THESE DETAILS FOR at WOOD BUCKS. THE ANCHOR SHALL BE A Al2 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET. THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED 5. MATERIALS, 04CWDWG BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER • 'Ai4m • 3/ 1N° MAX SHIM 1 1N' MIN DISBIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. • • (1.5 Kill CMUI �. OR i•i• • :. PER NOTE I • (3.4 KSI CONCRETE) •• •• AI'IL! OD CONCRETE 1� ANCHOK Nom. NOTE 1 , ; 1 314° a • • MIN. E.D o AD & BILL DETAILS A. B. A D. 0 a H) ••s• TYP. 2x •W f 1 NOTE 3 Ix WOOD BUCK NOTE 3 SEE NAILINM DETAIL E DETAIL F . .. (,Ili DETAILS E. F b 1) *so :TYPICAL FLANGE FRAME JAMB SECTIONS 7 CONCRETE ANCHOR, NOTE 1 MIN. a4 WOOD ANCHOR. NOTE 2 1N• 1N° MAX. MAX SHIM SHIM ' 13N• MIN. 2K WOOD DETAIL C BUCK. • DETAIL D NOTE 3 .p. �t 16,m 11 P . = DETAIL H (HEAD) a Ill MIN. x 2112° NAIL AND O.C. AL DETAILS 0. H A 1. SEE NAJLING I r DETAIL G TYPICAL INTEGRAL FIN FRAM n, 1l DETAIL I (JAMB) 1111111 *' Na 58M ' AL A LY!•1 P8 PRJum w HIAMM MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATOR' 11805 S.W. X"i Street, Roam 20S AFFAIRS ('ERA) Miand, FlwWa 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590, F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.mlamfdade.eevMera! 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 AID 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 Comity 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 "SH 700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact sheets 1 through I 1 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, 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 Miam -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile impact Resistant. LIMITATIONS: Miami —Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "11" at installations above 30 Ft. above ground (See sheet I of 11). . LABELING: Each unit shall bear a permanent label with the manufacturers 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 shaft 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 —We 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 iA •mil joc• provided to the user by the manufacturer or its distributors and shall be availallig for oop 4 tog Sob Site at the request of the Building Official. This NOA revises NOA No. lir U95:1U and *Qdh44 ofAis page 1, evidence pages E-1, E--2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gasfn, P. E. ' • • ' • MIAMI NOA No. 11-1013.14 d, O NT1' • • • • • • • • • .I • . • Expiration Date: March 26, 2016 �� Approval Date: November 03, 2011 �O Z Page 1 ... . . . . ... . . . . . . . . . . . . . • • • • . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacture's die drawings and sections. 2. Drawing No 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D„ dated 10/07/2011, prepared by manuf, 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 an aluminum single hung window, with fin flame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (SubmL*d under previous NOA No.47- 0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F1Ir4958 and FTL -5063, dated 10103and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07 -0322.06) 3.. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4645, dated 08/11105, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07 -0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s YILr -4649 and FnA723, dated 10105 and 08/11/05, both signed and sealed by Edmpndv J"WpadasPt k' _Yaz(Submitted u►tder pr,,�lpt� 1�QA�1b.'ItS- 101&01) t .. ... .. . .... -Jaime D.G ,P. E. Product Control Section Supervisor • •'• ••• ••• 000 ••• NOA No. 11 1013.14 • • • Expiration Date: March 26, 2016 • • • • • • 0.0 • • Approval Date: November 03, 2011 E -1 • • • • • • • • • • ••. • • . .•. • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance 'Pest, per FBC, TAS 202. 94 4) Small 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, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin :frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL-4650, dated 08/11105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1018.01) 4) Test reports on: l) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203w -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F'TL -4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. ( Submitted under previous NOA No. 05-1018. 01) C. CALCULATIONS ; 1. Anchor verification calculations and siruciural analysis, complying with FBC - -2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300 -04 (Submitted under previous NOA No. 11-0128.03) D. QUALITY ASSURANCE I. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteS PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers," dated 05/0512011, expiring on 05/21/2016. ....... . .. .. . ......... . Jaime D. Gasco i, P. E. Product Control Section Supervisor • ••• ••• ••• ••• NOA No. 11-1013.14 • • • • • Expiration Date: March 26, 2016 • • • • • • • • • • • Approval Date: November 03, 2011 • •• • • • E • -2 • .... ....... . . . . . . . . . . . % ...... . .... 0 . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC -2007 and FBC -2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FT"957, FTL4958, FTL - 3063, FTL -4645, ffL -4649, F'M 4723, FTL- 4947, FI7,4650, FTL -4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08110105, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07 -0322.06 and 05-1018. 01) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window - L.KV, approved on 04/21/2011 and expiring on 03/23/2016. ....... . .. .. . ......... . •• ••• •• • • • •• . . . •• •• •• • • •• ••• . • E -3 . • • . • . • • . • 9? Ja1m0 D. Gas A, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 © GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 5116" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF IV HEAT STRENGTHENED GLASS WITH A =0 DUPONT BUTACITE OR SAFLEXI(EEPSAFE MAXIMUM PVB INTERLAYER. C. 6118' LAW CONSISTING OF (2) LITES OF IV HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SARZX/KEEPSAFE MIA)OMUM PVS INTERLAYER. D. 7118" LAW CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) LITE OF 311 r ANNEALED GLASS AND (1) LITE OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLUAMPSAFE MAXIMUM PVB. F. 7118" LAMI CONSISTING OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX4MEPSAFE MAXIMUM PVB INTERLAYER G. 13/18° LAMI IG: (1) LITE OF IV TEMPERED GLASS, AN AIR SPACE AND 6118° LAN CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A 090 DUPONT BUTACITE OR SAFLIMKEEPSAFE MAXIMUM PVB INTERLAYEFt. ® M. 13/18" LAMI IG: (1) LITE OF 1/8" JAWERED GLASS, AN AIR SPACE AND 518" LAMI CONSISTm OF (1) LITE OF IV ANNEALED GLASS AND (1) LITE OF IV HEAT STRENGTHENEDOLASS WITH A.00 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16° LAMI IG: (1) LITE OF IV rMERED GLASS, AN AIR SPACE AND 5MIr LAMI CONSISTING OF (2) LITES OF IV HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEP8AFE MAXIMUM P!13 INTERLAYER J.13/16" LAMI IG: (1) LITE OF IV TEMPERED GLASS, AN AIR SPACE AND 7118" LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH A =0 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PV8 INTERLAYER K. 13118" LAMI IG: (1) LITE OF IV TEMPERED GLASS, AN AIR SPACE AND 7189 LAW CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3/15" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTAOTE OR SAFLEXIKEEPSAFE MAXIMUM PVB. L. 13118' LAN 10: (1) LffE OP U8" TEMPE(wD GLASS, AN AIR SPACE AND 7118" LAMA CONSUMNG OF (2) LITES OF 311W HEAT STRENGTHENED GLASS WITH AN JU DUPONT BUTACITE OR SAFLEXA(EEPSAFE MAXIMUM PVS INTERLAYER. ,j,A9. 13/18" LAN 93: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE AND 6/18" LAN CONSISTING OF (2) LITES OF IV ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXII EEPSAFE MAXIMUM PVB WTERLAYER 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 2. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) 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. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4846, FTL -4848, FTL. 4847, FTL- 4848, FTL484B, FTL4860, FTL4881, FTL -4723, FTL -4987, FTL -4968 AND FTL -6083. ANSUAF&PA NOS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIESIMODEL DESRGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY 4, HURRICANE ZONE (HVH4 Good • NOA DRAWING MAP SHEET GENERAL NOTES ... ..... .» 1 GLAZING DETAILS............ 2 DESHM PRESSURES....... 3 ELEVATIONS. »..,....... »..»» 4 VERT. SECTIONS ...» .... ».. 5 HORIZ. SECTIONS--.. 5 PARTS LIST .» ........ ». » »» 8 EXTRUSIONS.. .» .... ».. 7 CORNER DETAIL ... ». ... . 7 8.11 •000.0 • 0000• • 0000 • 0000 0000• 0000• 0000•• • 0000• • 0000•• • 0000• • • 0000 0000•• 0000 ►1111! O� JAN 05 JK ou �= 'A` IWI/11 f°D 2010MCUMATB , 2 J.R. ` o4butt C CHANS o 04MA56 TYPE TO TEAVMW HS °► n GENERAL NOTES ;,�� a oP �0�� 1=IC ttna)a e ° ^� �oy� ALUII� S/NGLEHUNG W/NDOW !INTACT ''��FS'SIONP;�� US, IUlApB d J i �ro7 a, aLstar~ yr y asw. NTS 1 91 �goap 20 o A. FL P.E. 30.81 or 8: 16,87,88 or 9: WWII 112" NOM. GLASS BITE i 118" ANNEALED OR HEAT STRENGTHENED GLASS A90 SOLUTIA OR DUPONT PVB INTERLAYER 1A" ANNEALED OR HEAT STRENGTHENED GLASS 8118" NOM. 5/16" LAMINATED GLASS 1/Y" NOM, GLASS SITE m or 39.90 or 81 118" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVS INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5116' LAMINATED AIRSPACE 11W ANNEALED OR TEMPERED GLASS 13116" NOM. 13116" LAMI IG GLASS W/ 5/16" LAIN O NO CHANOESTWSHEET 1W01ECHMXOSY DR C QLA IMP GAP ULAN TYPE TO TEMPERED FROM M8 NCIUM , K44M B ADD lTEM82 TO &M6 LANE La ciLAW d LAIQ1 /OIVOTE PA. 5! 164Y .L.L ?/23/07 NCILOILI8,FZ4 112' NOM. GLASS BITE m ® NOTE: LAMI IG OUTBOARD UTES MAY BE UPGRADED TO 3118" WITH NO CHANGE W DESIGN PRESSURE aEXTERIOR INTERIOR (ALL SECTIONS) Lt- 177 311W ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7M8"LAMINATED 7/16" LAMINATED GLASS 3118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3H8" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED AIRSPACE 118" TEMPERED GLASS® 13116" NOM. 13/16" LAMI IG GLASS W/ 7116" LAMI ALUM. SINGLE HUNG WINDOW MAC I FUQ 1 2. s 11 a� *404420 -e ••••• . .... ...... 0000• 000• 0000• • s 0000•• 0000 0000•• 1/Y NOM. • GLASS BITE • • • • • 0000•• 0000•• • • •0•e•• • •�� •�� so PROD1)Ci IiNMiS�D n coagdyina wIW du IY�da 0000• O • 3118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3H8" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED AIRSPACE 118" TEMPERED GLASS® 13116" NOM. 13/16" LAMI IG GLASS W/ 7116" LAMI ALUM. SINGLE HUNG WINDOW MAC I FUQ 1 2. s 11 a� *404420 po.66T05 1+ �I; •cE OA."- . FLOSC "* 2 A. Ll%N MILD, P.E. FL P.E.A168706 . .... ...... • 0000• • s 0000•• • 0000•• • • • • • 0000•• 0000•• • •0•e•• • •�� •�� • • PROD1)Ci IiNMiS�D n coagdyina wIW du IY�da po.66T05 1+ �I; •cE OA."- . FLOSC "* 2 A. Ll%N MILD, P.E. FL P.E.A168706 ■ III FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE or 86" 88r 70" 72" 74" TABLE I. 78" 4r. " -M A +60.0 -no +60.0 140.0 +80.0 -80.0 +60.0 410.0 +80.0 40.0 +80.0 40.0, +80.0 410.0 ar A.B.M +80.0 •80.0 +80.0 40.0 +8&0 80.0 +8&0 no +60.0 •80.0 +80.0 40.0 +7 &0 •7 &0 or A,B,M +80.0 •80.0 +80.0 40.0 +80.0 4M0 +8&0 -80.0 +78.8 -78.8 +77.3 77.9 +76.9 -73.0 831/8" A,S.M tp.0 -80.0 +60.0 40.0 +79.8 7&S +78.2 7 &2 +78.6 78.8 +76A 76.4 +74.0 •74.0 UP TO 3311 C,D,E,F,G,KtJ,K,L +60.0 40.0 +80.0 -80.0 +o&01410 1 +80.0 +80.0 480.0 +80.0 - 80.0 +80.0 -oo.0 +80.0 1 •80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SLL OPTION ,& BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH OLA88 TYPE 39 319" 4 +" 30 or or 72" 74" TABLE 2. 78" 4r A, -M +60.0 -80.0 +80.0 -80.0 +80.0 480.0 +840 .80.0 +70.0 -70.0 +70.0 -70.0 +70.0 70.0 a" A.B.M +80.0 -80.0 1 +80.0 •80.0 +80.0 410.0 +7 0.9 7 &8 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 or A.8- +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +7 &9 78.6 +70.0 -70.0 +88.6 438.8 +87.8 47.8 83 r A,S, +00 -0.0 +a0.0 -80.0 +80.0 -80.o +70 780 4880 88.0 +88.7 88.7 +888 46.3 C,O,E.F, .KJ,KL +80.0 4110 +U0 1 -80.0 +80.0 480.0 1 +80.0 1 -80.0 +70.0 70.0 1 +70.0 70.0 +70.0 •70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL 13ASED ON FLANGED WINDOW JIP-TO-TIP FRAME DIN WINDOW NIDGHT iUbWB SASH WIDTH GLASS TYPE I 17118" 1 221~ 1 78 MEETING RAIL HT. HT. MEETING RAIL r I mme Au •l %WrG V. • 7a• FLANGED AND 76" INTEGRAL FIN) 4413!18" I 86 Vr 3618018" +70.0 1 70.0 1 +70.0 1 70.0 1 +70.0 70.0 HT. 9 TABLE 4. Zi A. 811x' WMI- 1/6"A,.080,t/arA F7L4647, 4648, 4723, 4937 B. 8118' LAMI - 118° .09o,1/9rHS F71,4647, 4848 C. 6118" LAMI- 1l8rH8,.�0, //8"018 FR.48017.4848 D. 7/18" LAMI - 3116"A,.060, 3118°A F7L.4846, 4885 E. 7/18" LAMI. 311W&.090, 311WHS F7L4845 F. 7 116" LAMI - (3118"HS..a90, 3/18'HS F7L4845 G. 13(19r LAMI 10 -1/8r T AIR SPACE, 5116" LAMI - lr8'A,.090,1/8"A F764848, 4723. - H. 13118" LAMI 10.118" T AIR SPACE 5118" LAMI- 1/9"A,.o90,1r8rHS F7L•4848 L 13'19" LAMI 10 =119" T, AIR SPACE, 5018' LAMI. 1/8'H8,.09o.l FIS FTL-4W J. 13118r LAMI 10 -1/ar T. AIR SPACE, 7119` LAMA - 18rA,.090, 3119" F7L4849, 4880 Y K. 13118" LAMI K3.1/8r T, AIR SPACE, 7116" LAMI • 18"A..060, 3/18'018 M-". ". 4965 L 13rtar LAW O.1/S" T AIR SPACE. 7 /tar LAIM • 18"H8,.090, 3V98"tt8 FTL-4849, 4960 M. 13119° LAMI IG .1l8"A, AIR SPACE, 5116" LAMI - 1A"A,.o8o, 1 /8"A FTL4= _ NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP- TO-TIP FRAME DIMENSIONS. & AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 616' MINIMUM TO 38r MAXIMUM. P.fk 1 R 51i621 p1 A"I 3 11 ) 4044 6666 • • • • •60.96 4•••• • • 6666• • • 6666• 6666• • .;' ' 'k , 1►0• *705 • i'Q { /• W W `. A. P.E. FL P.El 68706 63118° MAX. FLANGED WIDTH 521/8° MAX. I.F. WIDTH 49 5/8" MAX. FIXED OLD (ALL) D —ml 7F MAX. SEE DLO / I.F. T TABLE 0 j p _. HEI ® SEE DI L - - T iEE'DLO 3117/11 TABLE X j SJAM (mm.) HEI H' L C-•1 A I.F. C Q HEI AT SEE DLO O ,,,�/ 78' MAX. Tr FLANGED HEI HT X SEE DLO x /% / NOTE 4 TABLE 7 / 1 481/4° MAX. — I /ENT OLD (ALL) DETAIL S DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STAND, 111 78" MAX. 176' MAX. I.R. I.F. SEE DLO HEI T E+� HEI HT TABLE O � ® O TABLE 78' MAX / 78° FLANGED FLA HE HT 1 HE SEE Dl0 TABLE 2W 2(r X j j &ASH SEE DLO TABLE X SASH HEIGHT HEIGHT B DETAIL 0 DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A J.a 1407/1 r p MD Cdf Nai TMIB 6HEET QJ.PiQa" o"101 c nm c�rantGO THL4 s� 1 �*EC v� �/""�►�r1O ELE VERTICAL DAYLIG T OPENIPIG DETAIL S FWED E LOW H HIGH A 3 34112 3 34 18' B 4 415/8' 4 411/4° C 4 41114' 4 4071 ' D 5 52 518' 5 5211/18' E 8 821/4° 5 52 6/18° SASH DETAIL S LOW H HIGH A 3 341/2' 3 34 3/18' B 2 27 7118' 2 27118" C 2 27 7/18' 2 27118° D 1 18 3/8' 1 1 15 3/4' E 1 1 18 3/8' 1 1 15 3/4' TABL S. vidb& Baoar NTS a..ar•o "* a.r•w r;r 4 + 11 4040,20 • • • 76' 1111 I.F. ••io ••• .... ...... • • e • I�Mlmni° L%- \Oil,- Id. :.k : H►o. 58706 G * lot, . � •�•. 8TA P : �Z. A. LYNNO4+fll I , P.E. FL P.E.# WM I�Mlmni° L%- \Oil,- Id. :.k : H►o. 58706 G * lot, . � •�•. 8TA P : �Z. A. LYNNO4+fll I , P.E. FL P.E.# WM 1--- 2.784 " ----►{ INSIDE (LOW SILL) SEE NOTE ABOVE ULTRALIFI' 12 ONLY NOTE. MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)T FROM EACH SIDE OF SASH. INSIDE VENT DAYL04T OPENING -- I I ,7,-e LOWS111-1 HEAD —868 71 — &I.F. �. ® ULTRALIFT 12 ONLY ALTERNATE HIGH SILL SECTION C -C RADIUS TOP DETAIL - FLANGED V Pa. aquc ts� m'! ALUM. SINGLEHUNG WINDOW IMPAC Bras w,rrem wio NOIWMigFL84Z14 ��p If6i/ S w 19 ��4fA44Z0 NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,16 • 2. .( iYN. N 58705 •. fell 41s F1.010 5 ' '16 SS1ONA -- A. LYW M1111111111 6E. FL P.E.# 58705 • .... ...... • • • ••••• ••••• .( iYN. N 58705 •. fell 41s F1.010 5 ' '16 SS1ONA -- A. LYW M1111111111 6E. FL P.E.# 58705 WWFro.opx spa L' �4 Z,7 1 47 FRAME, I.F. HEAD ® 04071A, 80&�T8 *000 ® 48 FRAME, I.F. LOW $ILL! #4072A,8083 -TB V i 88 +f FRAME, I.F. JAMB OFRAME, I.F. HIGH SILL #40748, 808378 ® 04073A, 8083.18 (USED AS RADIUS TOP HEAD) Woo I NTS 1 0- 11 1 4040 I p • • • • • ol :::::I SE * '. 05 if Lu= !O E 21 A. LY 1 MEi P.E. Fl P.E.# 58708 I- - -a.764 t .363 T .062 FLANGE FRAME HEAD / #4002A,8083 -TB I+-- 2.784 --►4 7 1.749 �3 FRAME SILL (LOW) 030FLANGE #40, 6063.76 062 2.710 1 .062 .490 (+-1.613 .736 SASH STOP FLANGE FRAME JAMB 7 #4026.6082 -Te G) 04004, W03-T6 SASH STOP COVER 17 94M. 6063-T5 (USED AS RADIUS TOP HEAD) 1 or 47 ® I.F. FRAME 6or50 6or50 ' SEALANT OR GASKET AT HEAD AND SILL I VIEW D -D �&VIEW HEAD & SILL, RADIUS TOP SILL) FRAME CORNER --1 1.166 '+-. -1 1 1.942 r-- 2.279• --�-� —2.328----1 � � 1.098 �L9 41 GL -042 1.979 .166 .1.707 31 SASH SIDE RAIL --m5 1 062 #4=, 8083.76 SEALJWTALONG ENTIRE JOINT I.F. FRAME& WELD ALONG BOSS (2) UVOIlip TOP W,* qNLY) :RUC31ON e 0 •. —s- • wawa, eo63•gr. • • FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL (LOW) 21 #0� 8089HD•T6� 23 #4008C, 6003HS -T8 28 #=7,6003-TS � .676 •� 1.096- E••- -� 676 42 GLAZING BEAD, 6/160 �U� "WSW Er #40440, W03-TS R .062 1.096-- ---• -I T (USED W! BRILL KIT) q Aio 1 2.946 O GLAZING BEAD 7/16° 3.446 #4222, 6083.76 �� adal�wtu•►Cad 2.83e .663 .062 {�+---- •- �-1A97 �� YNN I �� h--- -2.7sa , 6� .050 GLAZING BEAD. 13116° IG ��•��,��v .FR'�•,� 1.116- �+ ---�T O #4067.6083 -T6 :: Ic 69 FLANGE FRAME SILL (HIGH) 6$ SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD. 7/16" _ Yc r No. 6870, #4080A. 6063 -T6 #4051A, 6063.78 09660, 8063 -T6 (USED w! ORAL KIT) cr. 16111 o NO cwwGES 7m Sw." ,,,O t p� exrRUS/oNS FRAME cowv OErac =,o,� �••. , �... � JR nt c Iva �� S iao>zviarASSanteLrrolnu�uoatF P.a�oct� ■i ALUM. SINGLE HUNG WINDOW, IMPACT � "I,; SIONA►� it NOV Ra a .r.area awn — o•••«. +�. A.LWtWMILL�, P.E. FF C • !VIAX ,I d 1/?3Y07 . FLS{174 VI A& B�wr &Vw Hoff 7 • i 1 4040;217 D FL P.E.0 68706 • • ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE WINDOW HEIGHT SUBSTRATE: 28.803 34.603 40.603 46.603 1 .603 1 58.803 1 64.603 76.000 ANCHOR TYPE: o v v G v Y8 zU Up WIDTH TYPE tUv cj]p QU � q QZ Q W � �Fal P " Q v �S NCI C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 1_ 1 1 1 12iFiTs-Fal-2 1 1 1 19.12b H,I,J,K,L 1 21 11 1 1 211 12221222222222222222222222 .2223223 AAM ^1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1211111211122212222222222222222222222223223 C,D,E,F,G, 1 1 1 _1 1 1 1 1 1 1 _1 1 1 1 1 1 9 _1_ 1 24.000 HAJ,K,L 121 1 1 21 2121 2 22122222Z2222222222322222333223 A,B,AA � __ 1 1 _1 ___2 1 1 1 2 1 2 1 2 _11L 2�2 1r2 LIL 2 2 2 2 2T2 2 2 2 2 2�2 2�3 2`2 2 2 273 TT 3� 32.000 • 12122 C,D,E,F,G, 1 1 1 37.000 H,I,J,K,L 2 2 112 2 A,B,M -1- 40.000 C,D,E,F,G, H,I,J,K,L 2 2 22223222323222323232324 2 2 2 2 2 2 s 2 2 2 2 .2 2 2 2 2 2 2 221 _2 _2 233334233435333445334 _2 _2 "'m 2 22122223222323Z2232323232423333423343b33344b334 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 PS 7rr' 44.000 C,D,E,F,G, H,I,J,K,L 2 222222Z32223232233242333342333342334 _2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 38333445344 2 2 2 2 2 A,B M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 3 212 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 ]3j: 3 4 2 3 3 4 3 6 3 3 3 4 74-5 3 4 4 PSF 7B 79 4(1.000 C,D,E,F,G, H,I,J,K,L 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 22222223222334233334233434233435333435334548345, AjC,,D,E,F,G� BM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 22222322233423333423343423343533343533 _2 4541834b, _3_ 78 78 53.125 2 2222232223342334342334343334353344463445463451 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 _2 _ 3 2_ 2 2 2 212 2 212 2 2 3 2 2 3 2 2 3 2 2 3 2 3 2 2 2 2 2 2 2 3 2 2 213 3 4 2 3 3741-3 4 2 37--3T4 4 3 3 3 4 3 6 3� 4 4 4 5 3� 314151476 3 4 4�! 1/1 ate tRLU27< yyr aunrro NTS 8 d 11 ANCHORAGE NOTES: 1. ANCHOR TYPES 1- IW ELCO TAPCONS 2.114" ELCO $64 CRETE -FLEX 3, #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -181W MAX. FROM TOP CORNERS JAM58 -17 Ve MAX FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS r MAX BELOW MTG. RAIL ® SILL - ANCHORS LOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL. CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL. FIN DIMENSIONS ARE 1 ° LESS. ® 8. DESIGN PRESSURE LIMITATIONS: SIZE SLOCKS.OF T ADJACWIT•'R" WITH A BOLD ITALICIZED y E ABOVE THEM, IND=10A! • MAXIMUM DEMON PRESSURE YW11i7HE QUANTITY* OF ANCHORS WQWV IN BOLO PZWMWISE, T E • MAXI UM DF�SIGN PRESSURE Fit ' • RESPECTIVE 8130 • • • • • • • • AND GLASS 'i` § • • • • • • • AVAILABLE. • • • • • • • • ••••• • •••••• •• •• • •••••• TABLE KEY: MAX. PSF (DP LIMNED) 118 HEAD 2 �0D JAMB ABOVE 2 3 �� CAWIC MTG. RAL N• 1 ©ao{ JAMB BELOW MiG. RAIL Ptodtwt (FULL DP) HEAD 2 `% y LYNN JAMB ABOVE 2 3� � `o� .......... MTG. RAG. r JAMB BELOW _ * No bb NrQ RAIL Q WDOWS 1W IMPACT aMa A JSS4IO1LNWP►;P'�E�. 40417-20 aD � FL P.E.# 68786 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE & WINDOW HEIGHT SUBSTRATE:----- 37.155 44.855 62.155 59.855 67.165 74.6% 76.000 ANCHOR TYPE. p V u O U v A v U p U v 11, U WINDOW GLASS `� N � Z p � M 04 M N z, Z Z � "� cli "' g ca xp .- WIDTH TYPE v U� $� V� C��y� U �� \`' LYNN �''•� H.I,J,K,L 000 _ . 1111112221222221222222222222 __. _. 0000.... __ . _ 000. DARD VIEW &IMPACT - --00_00_ 0_000. ._ 2223222323222ABM 12-- — - _. _019.125 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 79 24.000 C,D,E,F,G, IJ,K,L 1 1 1 1 1 11 1 221 1 1 1 2222222222222 1 1 1 22222323222323222323222A,BM 11 J-2 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 PSF 68 77 32,OOD C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 _1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 9 1 11 1 111 222222232222332233333Z33332233433243433243 1 1 1 1 1 1 2 1 1 2 1 1 111111222222232222332233333233332233433243433243 69 a}' 79 37,000 1A.13 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 111 222222232223332233333343333233433243443243 1 1 1 2 _1_ 1 2' 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 11111222222232223332233333343333233433243443243 64 79 62 79 40.000 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 111 22222223223333223343334333334344 .3343443363 A,S,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111111222222232233332233433343333343443343443353 PSF 49 79 a 79 79 C,O,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 111 1 11 222222332233342333448343443343443343443364 qgM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11111122222233223334233344334344334344 3343443354 PSF 46 74 61 74 79 79 48,000 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 111 111 222222332233343333443344443344444354444354 A,B,M 2 3 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2 3 2 2 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 �33 4 4 4 4 3 3 4 4 4 4 4 3 b 4 4 4 4 3 614 PSF 41 67 48 BT 76 79 C,D,E,F,G, 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 2 3 63.125 H,I,J,K,L 11 g22 222223333334433444433444433444364 A,B,M 2 2 2 2 3 2 2 3 2 3 3' 2 3 2 2 M23 2 31 1 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 _3 4 4 3 3 4 4 4T3 8 4 AA ' I WWII I D IND MUMS TM8 'OTBG�tOL03YINigfH /V\RHIV/W� �7l%'1VI1Y� � LUKSIA LE HUNG WI Nom, W 8474 1 8orta NT 9 • !! ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1W ELCO TAPCONS 2 - U4' ELCO S84 CRETE -FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS I? 112° MAX. FROM TOP CORNERS 1W MAX. FROM BOTTOM CORNERS r MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED & INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4: TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LESS. ® 5. DESIGN MgMRE LIMITATIONS: SIZE BLOCKS OF THE = f WITH A BOLD IT ALOE ABOVE �IND►CItiTEno 0 MAXIMUM�RE THE QUANTITY • OF ANCH UV BOLD, THE ' • MAXIMUM ease PRESSURE PrOR•11.1 • • RESPECTIVE N46 AND GLASS 1"E 188• i90•0• :0000 AVAILABLE. "" • fee** 00.90 • • •9999 090.90 99 99 0.999. •9999 0 • 9 0 0 • 0000. 0000•• • 9 0 • • •9909a ® " • • • • • 0 TABLE KEY: Rsiwao HEAD 3 �sp{yawwiw�haFGuidn JAMB ABOVE 3 3 cma jl - I Kra RAIL JAMB BELOW ` MTG. RAtx. HEADI 2 �� \`' LYNN �''•� JAMB ABOVE 2 2 ��`� day •''Eisse • aC MTQ RAIL JAM BELOW MrGL RAIL =' 6L Dig �'i�•' FLOF \OQ:a�: a'SSIONP�;�`'�� MIL tK P.E. DARD VIEW &IMPACT 4040.20 jAm D FL P.E.# 88706 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HER-IT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: ANCHOR TYPE: 17.126 22.868 282 33.7 39296 44.839 50.382 55.826 o "0NZ U 8 U - a mOGNZ� � 3 V V 8� a N V .-Zr� 8 a C4 9 U NZr 8 U 8� a U NZ,ZM 8 U �0 a V N V ��'p1 �� a CA N a N �y V Nx�.Z U 8 WINDOW WIDTH GLASS TYPE 18.126 D,E,F,J, KL 1 . '.. 1 _..�__ 1 . �_..._2_ 1 1 ._ 2... 1 _2. 1 _2..... 1 2 1 2 1 2 1 2 9 2 1 _.2. 1 . 2 1 ._2... 1 .3__ 1 ...2_ 9 ._3r 1 1 1 1 1 1 24.000 D,E,F,J, KL 1 ;... 1 _.1.....1. 1 1 ...2...2....2_...2 1 1 1 1 1 1 -.12'. 13.1 1 3 1 2.._ 1 ._.3. 1 ..3 _ 1 ?- 1 ...3 1 3 1 -..3 _ 1 I- 1 ..3... 1 "~3 1 ...4. D,E,F,J, KL 1 t 1 1 1 ._2.. 1 ..2 2 -T- 1 _2. 1 . 3 2 _ 3 1 3 1 3 1 3 1 V 2 1 3 1 M4_ 1 3 1 4 1 4 1 3 1 4 1 6.. -. 1 3- 1 b- PS 78 37.000 D,E,F,J, 1 1 1 2_1 2 2 2 Z 2 3 1 2 2 3 2 3 1 3 2 4 2 3 1 .. -.. 3 L-1 -- 4 1 - 3 4 2 . 4 2 fi 6 4 -fi PSF 79 78 79 78 40.000 D.E,F,J, 2 -1 2 -I- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 KL 1 2 2 2 3 3 3 -4 _2 3� 4 4 3 4 4 3- 8 4 4 5 -.5 .4 8 PSF 7Y 76 179 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 KL 1 1' 1 2 2 2 3 3 3 4 4' 4 74 1 3 1 5 4 1 3 5 6 1 4 1 6 �6' 4 8 PSF 78 7a 70 78 Ira 71 79 73 76 48.000 D,E,F,J, K,L 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 4 8 b 4 6 8 5 B PSF 71 79 63 71 79 1 84 74 N 77 69 68 53.125 D,E,F,J, KL 2 2 2 2 2 2 3 2 1 2 1 3 2 3 3 2 3 3 2 3 3 1 2 1 3 3 2 3 1 1 1 2 2 2 3 3 3 4 4 4 6 4 -6 8 �5� 6 8 5 7 8 5 7 37.000 40.000 44.000 48.000 53.125 QUANTITIES AT JAMBS CUSTOM INI'IINI� 8IOFINI' SIBINI'Iel S1Nl'ml- P.a eqx �s � �4 BASED ON SASH HT. TABLE 8 ALUM. ANCHORAGE NOTES: 1. ANCHOR TYPES: I - IW ELOO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD - 181/2° MAX. FROM CORNERS JAMBS - 17112" MAX FROM TOP CORNERS 11 112• MAX. ABOVE THE MEETING RAIL 6" MAX BELOW MTQ. RAIL 18" MAX. FROM BOTTOM CORNERS SILL • ANCHORS NOT REQUIRED DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE T. FOR ABOVE THE MEETING RAIL AND TABLE A. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 SW MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR L� FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 8.OE81GN PRESSURE U IT O ® 81ZE BLOCK8 OF THE ADJACENT gITH A BOLD ITALICIZED VALUl ABMTHEM, INDICATE A MAXIMt" • , DESIGN PREMPA WMWHE QUAMM OF ANCiORri • SHOWN IN BOLD E, THE MAXIMUM DESIGW • PRESSURE FOR • • • • RESPECTIVE SIZEA1 * • • GLASSTYPEIB '•••• • • •••�•� AVAILABLE. •ss•• �••••• ® TABLE 7. KEY' -. ••••• �m ewe • Di t- uIMlr -4 . •• H 2 • JAM ABOVR21L 2J4 �••••• • Mra RAIL • • .' ..: • • • • •• •• FUL LL DP' N JAMB ABOVE 4 2 2 2 2 MTG. RAIL ® TABLE 8. KEY: AAAX PSF (DP LWED� 11Z JAMB BELOWI 2 MTQ RAIL L -2 JAMB B BELOW 2 MTG. RAIL SHM I NTS 1 10 + 11 1 4040.20 • 1=1 14 5705. j a LYNIV'14iILL, P E FL P.E.0 68706 3.36 KSI MIN. CONCRETE OPTIONAL Ix _ WOOD BUCK (SEE NOTE 4) am TE R INTERIOR HEAD AND SILL DETAILS) CONCRETE ANCHOR -(SEE NOTE 18 3) ® 2x WOOD BUCK ®(SEE NOTE 4) 1 318" MIN., 1/4' TAPCON •� •1•.314" MIN.. 11h4" CRETE -FLEX ua" MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 LAN 3/8° 114° MAx SHIM MIN. 1318" 114" MAX. SHIM 1 114• 1/4" MAX. SHIM MIN. I .. CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 3.36 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1X BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)I& 1. FOR CONCRETE APPLICATIONS IN MIAM DDADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED 114" ELCO TAPCONS OR U4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314+'. 2. FOR WOOD APPLICATIONS IN MIAMWADE COUNTY, USE #12 STEEL SCREWS (GS) OR 1/4" 884 CRETE °FLEX. 3. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOW BUCKS DEPICTED AS 2x ARE 1 u2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. L FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8053-TO AND A MINIMUM OF 118" 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 SUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHOfVGE VOUIREMEN. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLAN C UNITS. • • • 9 • • T. MATERIALS, INCLUDING BUT NOT LIMITED TO smraL SC , THAT COME INTO cof"r WITH OTHER DISSIMILAR MATERIALS SHALL. MEET Ift REWIREME•M28W FBC CURREWf, EDITION, SECTION 2003.SA (SUPPLEMENT 25j. • • 9 • • • • WOOD ANCHOR, • FH BELOW MEETING ••�•• • • RAIL. (SEE NOTE 2 & 3) INTERIOR (ALL JAMB DETALS) 2x WOOD BUCK (SEE (SEE NOTE 4)® V DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 131" DIA. MIN. x 21/2° NAIL, AT CORNERS AND W O.C. iiil��l�� DETAIL F. (HEAD) .131" DUI. MIN. x 2112" NAIL, AT CORNERS AND 6" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE P.O. aQlc 1bQA I ■�.. NOK04g8, RL 974 j DETAIL G. (SILL) 6011= J NTS I if . 11 9999 � • •�•••� 9999 o••••• 9999• 9999• • • • � • 9999•• 9999• •• 90 • 0000.4 9000• • • 0 • • �••••• ••••01 9 • • •• •••0•. •• as OW FRAME LYNN 4k/"w'�i�� Wyo. 68705 ,°0•�� ••qII 4u-Z su IMPACT ''',SS /ONAL +w A LYNN M �� ILLS, P.E. 404M 0 FL P.E.# 55705 M® MtUMI-0ADE taotlNW, FLORIDA s PRODUCT CONTROL WCTION DEPARTl11M OF FERNffrIW G, KNYIROM1 W4T AND REGULATORY 1 I= SW 26 Sneed, Rom 208 AWAIIRS# -ERA) k%WII %0fta33t334474 BOARD AND CODE AMUNISYRAMON DIVISION T M 313 -M F (t186j 313- 9 NOTICE OF ACCEPTANCE (NOA) ywwmIewlftd&&nMffdM2W PGT Industries 1070 Tedwob&y Drive North Vey FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction ru 1. r3als. 'The 'on =%titled has been mviewed and accepted by Mie ni l bde County PERA- Producct C ouW Sion to be used in Miami43ade County and der arras when allowed by dic Amity Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (in Miand -lie Co xmly) and/ or the AfU (m areas otba than bfumu -Dade ( ►) reserve tie riot to have this product or wastial tested for quality assurance purposes. If this product or material fails to pefrrn in the accepted manner, the manufacturer will incur the expense of such testing and the AEU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA marva the right to awake &is acceptance, C it is deumined by Miami-Dade GounW Product Casrtrol Seth that this product or medal fails to treat the requirements ofdw aplificable 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. Dummom. scries aI+`D4or Out Ahinduum wm& Door wiwo smites —LmjL APPROVAL Docmmaw: Drawing No. 11663$ --1, hied Beres "Alum. French Door & Sidelines, ', Aceds 1 Ifirovo 10 of 10. dated 02 u7 with revision °9" dated OW[4n2. pruned by and scaled by Lynn MMa. P. E, bomog the &Gsmr -ode City Product Cool Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. NVtssuz IMPACT RATImm Large and Small mimme Impact Resistant LABELING: Each rant shall bear a permaaeart label with the I fas 's name or logo, city, state, modellseries„ and f Mowigg sWmant -MiwA Dade C ou oy Pwduct Control Appraova", eanim o*= vise seated din. REmwAL of this NOA shall be considered after a rival application has been filed and tthers has been no change in the applicable building code aegadveiy affectmg the performance of this Foduct. TERNm4ATION of this NOA will occur after the expiration date or ff there bas beset 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. AD : The NOA number prowled by the words Miami Dade Cam, Florida, and followed by the expiration date may be displayed in advertising literature. N any portion of the NOA is displayed, than it shall be done in its entirety. INSPECTION: A ropy of this entice NOA shall be provided to the user by the nianufacturw or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revlses•aedmgn ,wql.®# tkq 1)e4013.22 and consists of this page 1 and evidence pagan E-1, bond abv. E-2 and Eras a th *Jaime D. Gruen, P. Ii:. NOA Na 12- OSi6.02 . ... ... Baptrattoa Datc October 1&, 2017 • Approval Date: Angmt 30, 2012 Par I • • ,yam ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMTITED A. DRAWINGS I. Manus die drawings and dons. 2. Drawing No. 110058 -1, titled Series "Alum. French Door & Sidelites, Impact", sheets 8.2 1 through 10 of 10, dated 02107 with revision "D" dated 08/14/12, prepared by manufacre, signed and sealed by Lynn Miller, P. I- B. T13M 1. Test reports on: 1) Uniform Static Air Pressm+e Test, Loading per FBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum outswing Fmcb Drug with Sidslites, peered by Flanestration Ted Laboratory, I= , Test Report No. Fn,"", dated 04 /02112, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 3) Water Resistance Pest, per FBC, TAS 202 -�94 4) large bile 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 20294 along with aced -up drawings and installation diagram of an Aluminum outswing trench Doer with SidoUtM prepared by Fin Testing Laboratory, inc., Test Report No. >iL -5212, dated 05105107, mod and sealed by Carlos S. Rimds, P. E. (Sabmiged under previous NOA No. 07- 062910) C. CALCULAT[ONS 1. Anchor won calculations and structural analysis, dying with FBC-M7 and FBC 2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. 0"ndeted andwpmWom NOA No. 07- 0629.10) 2. Ghzing cempBa with ASTM 1E13W- W 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11--0624-01 issued to E.I. DuPont DeNemours & Co., Inc. for their o0went Babes pvB Intertwam dated 09 18/11, expiring on 12111116. 2. Notice of Acceptance No. 11 -O 325.05 ismwd to Sohd* low. for tltear`Saflef and Vanceva clear and color intwlayers" dated 05105/11, eacpi * on 05/21/16. ....... . .. .. • •• • • • • ••• • fee Of: 0.0 .. ••• • • ••• • •• • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • •• E -2 • Jaime D. Garcon, P. Pend �ttsoi Samoa rvisor Expiration Date: October 18, 2017 Approval Date: August 30, 2012 PGT Industries. Inc. F. STATEM EWS 1. Statement letter of conformance and complying with FBC- 2010, issued by main, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laborat oty vauqdiance leer for Test R,epart No. FI'L-4M, issued by Femestvation Testing Lam+, 1w. dated 04902112, Wgwd and sealed by flviarlin D. Bdmxm, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gawon, P. E. S. Laboratory compliance letter for Test Report No. FTL -5212, issued by Fenestration Testiog Laboratory, h= dated 05/15/07, signed and seated by Carlos S. Rimda, P. E. Berl plus N ©A No. 07- 06"JOj G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to POT Industries, for dudr Series VD -101 Oatse4Ag Ahwd=m latch .floor w/ we Sidetitw — L.MS. , approved on 11/23/11 and expiring on 10/18/12. .• ..• . . • . . •• .. ... .. . .... . ••. ... ••• . • . •• .. •• . . ... . . . . .... . . . . . . . . . . . • •• •• • • • •• •• .. E -3 c Jaime A GU00 , P. Pestud Oentro1 sectiou saperwisor NOA X10.13 -516M Expiration Date: October 18, 2017 Approval Date: August 30, 2012 NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE LITER° I. GLAZING OPTIONS: & b. A O ..4 CONSISTING OF (I) LITE OF 118' ANNEALED BLABS PLUS AN .090 PV8 INTERLAYER OF VLMNT BUTACITE OR 811FLEXAWOWFB MAXIMUM PLIB (1 LITE OF 3N6• NEAT STRENGTHENED GLASS. S. W l AMI �� N61STING OF (t) LITE OF 118" HEAT STRENGTHENED GLASS PLUS AN .090 PVB 1NTW"YER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE " rsConsa� MAXIMUM PLUS (1)�RE OP 3N8• T(I)LITE STRENGTHENED GLASS. I C. TNIY LAMI NOS t asp CONSISTING OP (1) LITE OF ANNEALED GLASS PLUS AN .090 PVB INTERLAYER 00 DUPONT BUTACITE OR MAXIMUM rr PLUS (1) LiT8�1s' IO:AT STRENGTHENED GLASS. D. 7/1,8' LAMI NOM, (.4669 CONSISTING OF (1) LITE OF VII HEAT STRENGTHENED GLASS PAS AN .090 PVB INTERIAYER OF DUPONT BUTACITA OR SAFLDIAKEEPSAFE 04 p MAXIMUM PLUS (1) LITE OF 3H4• HEAT STRENGTHENED GLASS. I E. 13118' LAM( IG b l OONSISTNG OF (1) LITE OF 3MV TEMPERED GLASS, IW AIRSPACE, (1) LITE OF 118• HEAT STRENGTHENED GLASS PLUS AN .= PVB NOA DRAWING MAP NTERL WEER OFl l BUTAOITE PLUS (1) LITE OF 311V HEAT STRENGTHENED GLASS. y ! 2 DESIGN ' SEE TABLES 1 AND 2 ON SHEET L TOPIC A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND 01 TABLES ASTM E 1300A4. GENERAL NOTES............ 1 ® $ B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130004. CONE [ 3. CONFIGURATIONS: X. Q 99. OX. XXO, 7Q O�,�AM AND i �Ki DETDETAII B.... « » 1 iiWiWNiFV 4. 1CONT OTHER NOT BE—EWiTSED IN THE DESIGN OF TWO PRODUCT. MATERIALS. INCLUDING NOT n DESIGN PRESSURES.— b '� I I bIBSTERWLS, 8F}ALL MEET THE IQUIREMENTS THE F{ARIQMr BU9.BpKi CODE ANCHORAGE » • 8 CCM� lBL QUIRli ENTS SEE SHEET'S 8 THROUGH It VERT. SECTIONS- 6. . ».. ».. §NUTTERS ARE NOT REOUIRED. HORIL SECTIONS.» •• -... 8 id � a V. S. : INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALlWT. t PARTS UST.- „...»„.....„.. 6 7. - EXTRUSIONS 6.7 j- yy� ................... ®TEST REPORTS FTL -4961, 8372 L 86841 HLOO ULTRACON NOA:11.001M, IW28.W ANSI/ &PA NDS•2008 FORiVOOD CONSTRUCTION AND ADM-M ALUMINUM ANCHORAGE - ....... —... 8-10 DESIGN MANUAL. 46 O , a THIS PRODUCT HAS BEEN DESIGNED E TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILD” OWL INCLUDING THE NIGH VELOCITY L% HURRICANE ZONE (HVHA SjLA88 ABBRIEVI 9. WHICH CONTAIN A LIT O DOO A%ffl- SEALED A E LOWER OESION PRESSURE FROM TABLE 1. 2. PREVAILS. HS. ■ HEAT48TR1BlOTHENED REQUIRED _ E0 FROM TP. - TEMPERED SHEET BECTIIO 8M 2. Z TABLE 1I REFER TO 2, SHT. 2 FFOOR DOOR TO SIDE WHICH 00 NOT RpM 22 S N 93 91 . :see I� 30 30 30 • 73 il1.0LA88 SITE 73 412• GLASS SITE 74 Ili GLA8�8I� • " I. • 94 94 •• •• • d !! <3 i/8• AN. OR 3118' AN OR 1/4 AIRSPACE Osseo* 3mr Hw • • N$. GLASS HS. GLASS • • • .090 PVB NTER.AYER OtA§H88 080PVBINTERLAYER GLASS GLASS 8MW TP. GLASS • • • • �• • • • • • • • • (DUPONT BUTACITE OR (DUPONT BUTACITE OR • • • BrAIf7 !9)UILEEt�BAFE 1/8• HB. GLASS • ��µuul+rry� 4 • • • �� fi,.... 7rYj �i� • AN PVB MMM AYER MAXIMUM) MAXIMUM) (DUPONT BUTACITE) • • • ' ' s 318" NOM. 4 7118' NOM. 13!16' NOM. GLASS GLASS STACK GLASS STACK = STACK - 3/8" LAMI NOM. 7/16" LAMI NOM. 13/18" LAMI IG NOM. T :' yy: • GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 •.. . "o�` TABLE 1. DESIGN PRESSURES FOR ALL CQNF[GURATIONB APPROVED CONFIGURATIONS: X, XX, 0, 04 )(0, OXO. XXO, OXX & OXXO (FOR DOORS W/ SIDE L(TES THE LOWER OP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT 18 REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES 4 B C D OR E HEIGHT 21 WIDTH M WIDTH 80 - 79 3/40 7° - 83 3w 873/4° I 913/4" I e.953/4. 0 37 Irti 8° 71 3/4" +78.0 -75 0 1+76.01-7&0 1 +75.01-75.01+75.01-75.01+75-01 -75.0 O WIDTH 273/411 38118" 36 3/4" WIDTH 38 3W I SINGLE SIDE LPTE8 WRH GLABB TYPE A +75.0 -75.0 +78.0 -76.0 +75.0 -78.0 +78.0 -76.0 +76.0 -76.0 +75.01-7&0 1 +75.01-75-.01+-71A -71.4 +87.8 - 87.8 +642 -64.2 +75.Q 1 -75.01+74.91 -74,91+70-A 1 - 70.4 1 +88.8 -55.8 +83.1 33.1 SINGLE SIDE LITER WRH GLASS TYPE8 S C D OR E +78.0 1 -75.0 1 +78.0 1 -75.0 +78.0 1 -75.01+75.01 -75.0 +78.0 1 75.0 TABLE 2. R�S�N PRESSURES F�C��ED��S 2W !� APPROVED CONF0URATGONS:OXXO, OXO, X)40, OXX & OXXO (THE LOWER OP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCUONT E NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GUN TYPES B C D OR E HEIGHT X WIDTH XXMOTH 8° -793/4" - 83 314" 8T 3/40 1 91314° 8° - 96 3/4" 261/2" 40 47 3/40 +58.8 -68.8 +55.4 -WA +52,4 482.4 +49.6 - 49.8 +47.4 -47.4 27112" 613140 +64.9 -64.9 +31.8 -61.8 +49.0 49.0 +48.5 -48.5 +44.3 -44.3 29112" 65 3140 +51.7 -61.7 +46.8 48.8 +48.1 46.1 +43.8 -43.6 +41.8 .41.8 2° 31 1120 59 59 3/40 +49.0 49.0 +4&2 -02.+4&6 -43.8 +41.4 -41.4 +39.3 -39.3 20 33112" 84 633W +43.1 - 43.1 +43.1 43.1 +41.5 -41.5 +39.3 .98.3 +37.3 437.3 361/Y 67 3140 +38.1 I -38.1 +38.1 -38.1 +38.1 -381 +37.6 -37.51+36.61 -35.8 ° 371/20 e71 3W +34.0 -34.0 +34.0 -34.0 +34.0 34.0 +34.0 4M.0 1 +34.0 SINGLE SIDE LITE WIDTH GLA88 TYPES A B C D OR E 103/0 +75.0 -78.0 +75.0 -no +75.01-75.01+75.o 75.0 +75.01-76.0 12 3140 +75.0 -7 &0 +75.0145.0 +75.0 -76.0 +78.0 -75.0 +76.0 -76.0 190 +72.4 -72.4 +68.6148.5 +85.0 -85.0 +81.9 41.9 +59.0 -69.0 21314* +64.6 -84.5 481.0 41.0 +57.6 47.8 +55.0 -8.0 +524 -82A 27 314" +319 - 52.9 +49.9 -49.91+47.2 -47.2 +44.7 -44.7 +42.8 -42.8 381/80 +35.2 -362 +35.2 36.2 +35.2 -36.2 +35.2 -35.2 +34.4 -34.4 W 3/4" 1+34.0,-34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES,' 1. GLASS S: A. 818' I (118' A, M0 PVS, 3116' HS) B. 34r AMI (118' HS, AC PVB, 3116' HS) C. VII LAW (3H8" A, .000 PVB, 3116' HS) D. TMI LAW (3116" HS, .090 PVB. 3MW HS) ® E. 13M r LAMI 10 (3118' TP.1W AIRSPACE, lf8" HS, .000 PVB. 3MW HS) 1. OOMBIN DOOR 8 SIDE LITE WIDTHS FOR TABLE i OR 2. MAX 0=0 WIDTH ■ 731& MAXOMWIDTHolOgiff MAX WIDTH ■ 107 314" MAX OVID WIDTH • 140 314" 3. SINGI 9 DOORS 33 5V WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 84 U8" WOE "OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. N(1 R WER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DES!" PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MVNy WIDE COUNTY. 6. EXAM ES OF COMBtl4ED DOOR AND HIDE LITE DESIGN PRESSURES: EX A FIItOM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 60" HIGH SINGLE DOOR WITH 2V SIDE LITES DESIGN PRESSURE ■ +87.01 -VA PSP EX. B FROM TABLE I. OXXO WITH GLASS TYPE A 88" WIDE x W HIGH DOUBLE DOOR WITH 36112' SIDE LITES DESIGN PRESSURE ■ +70.41.70.4 PSF i EX C FROM TABLE 2. 9.6 • OXO WITH GLASS TYPE C • • 30' WIDE x 87 3(40 HIGH SINGLE DOOR WITH 26" SIDE UTES 009:00 DESIGN PRESSURE ■ +43.61.43.6 POP 000000 ul 4 M� EX. D FROM TABLE 2 0000 • • OXXO WITH GLASS TYPE C • 9900 • i • • 03 3W WIDE x 60' HIGH DOUBLE DOOR WITH 28' SIDE LITER DESIGN PRESSURE • +4&11.4&1 PSF 000800 • • 8. FOR COMBW;J) DOOR AND SIDE LITES FROM TABLE 1, WHICH • • • • • • REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE • • • CONNECTION SEE SECTION E-E. SHEET 6 FOR REINFORCEMENT • • • • DETAIL, •%lo DETAIL, • • • `�� - ri • 4< ..• 1114,11 1 1111100 0 v- 6 loll Im! I 731n° MAX. -_ .. - - ---+.-{{ ,,� 3e 31a "._r.l �371i4'� MAX. -T 86 314' 49 M MAX, HT. TYP. 84 3�" MAX. DLO, 1� 1n• MAX. � �• 38 314 � eee uer'c a 49 E[ E E[ iE B 1 .a' S? BEE NOTE 4 SEE NOTE 4 UAU 314• MAX. 24 WIW MAX. olo crm { iE Sj li SEE NOTE 4 OXXO 41 �-- sEENOTE4 383!4' MAX. 33 61" MAX. A B 49 41 IG 0 I5 3(4• MAX. (7YP•) TYP 84 X MAX. DLO (►YP) DLO HEIGHT ■ HEIGHT - 11318' DOOR �•)DI ID I C F[ F DLO G oC■�W 11-11 Mr ff Z AC . 1XINACT Q ID f 11 D1 O HEIGHT ■ HEIGHT -11318" A X A 41 O DLO WIDTH WIDTH •31rr NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. 3. SIDE L ITES OVERLAP 7V AND WC DOOR$ BY 314' WHEN ASSEMBLED TO MAKE 'XO','OX','OXO' 100, IOM AND %=O' CONFIGURATIONS- 4. REINFORCEMENT LOCATION FOR SID@ LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 8. CLEAR OPENING FOR W AND %X' DOORS AS FOLLOWS: ('X' DOORS ■ WIDTH • 6.848) (MC DOOR • DOOR WIDTHn •4-078) • ...... be 0 soose To • • • • • • • N Q NIX � a 4 � all 0 �2� N S • • sf • • *.......... 4��y ,�j • r�• �yq� i� � J ., ........... '�Q SEE NOTE 4 OXXO 41 �-- sEENOTE4 383!4' MAX. 33 61" MAX. A B 49 41 IG 0 I5 3(4• MAX. (7YP•) TYP 84 X MAX. DLO (►YP) DLO HEIGHT ■ HEIGHT - 11318' DOOR �•)DI ID I C F[ F DLO G oC■�W 11-11 Mr ff Z AC . 1XINACT Q ID f 11 D1 O HEIGHT ■ HEIGHT -11318" A X A 41 O DLO WIDTH WIDTH •31rr NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. 3. SIDE L ITES OVERLAP 7V AND WC DOOR$ BY 314' WHEN ASSEMBLED TO MAKE 'XO','OX','OXO' 100, IOM AND %=O' CONFIGURATIONS- 4. REINFORCEMENT LOCATION FOR SID@ LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 8. CLEAR OPENING FOR W AND %X' DOORS AS FOLLOWS: ('X' DOORS ■ WIDTH • 6.848) (MC DOOR • DOOR WIDTHn •4-078) • ...... be 0 soose To • • • • • • • N Q NIX � a 4 � all 0 �2� N S • • sf • • *.......... 4��y ,�j • r�• �yq� i� � J ., ........... '�Q 3 40� 10 1 2� AT NEADWAW 37 80 � o. 0 66 AT SILUJ" G'LEAR- COLORED MINOR IMERIOA 83 MAX 9 13 MAX m x 81 DLO DOOR O • � j •e • �s • • SL VIEW G-G 00000 a 4 0 4 30 CORNER ASSEMBLY . . 13 DOOR SECT. A A SL SECT. B-B J VERTICAL VERTICAL gay ...... . r, r, c j- -MAX. SL MOTH SPACING. SAME AS JAMS ANCHOR SPACING (SEE SHEETS T. S AND 0) HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND Z AND NOTES ON SHEETS 7 6 Z FOR APPUCABILITY MAX. a WIDTH --�{ SL SECT. F -F HORIZ. (SINGLE SIDE LITE) U a rn o H . s • • • 640 • IF .. • ��1i11itif +' -MT-L-----] ILJI F. Uil Lill LX i i 1.760 1 P.7501 4.828 4.726 4.000 .062 4.100 .082 DOOR PANEL 3O TOP 6 BOTTOM RAIL 6083 -T6 DOOR PANEL 31 am TA Imo- 1.600 I 878 ODOOR �1NEL R ABTRAOAL 3.866 8.111 � .128 1-+i F+ --.668 780 863 060 ,.� T--- -T 1 FILLER HEIR ADAPTER O TRU88 CLAMP 7s 3wr GLAZING BEAD 6083.76 6083.76 1� .1479 .060 OFRAME HEAD 8083 -T8 .060 079 IAN .4"89 1 3000 -+1 8 11 OUTSWING THRESHOLD 8083 -TB 8.489 f+- 3.100 --t 760 4. BI2 4.100 DOOR PANEL 46 EXT PMASTRAGAL 6083.78 .88 Fes- --.626 3 •m 711r GLAZING WAD 7Z BOB&T6 1 80 SL HEADER 6003 -TS �3.10D -+I 81 SL SILL 6003 -TO j�1.480 •�{ 3.000 ,20 DOOR FRAME, JAMB 4083.78 1.878 .060 3.000 82 SUMS eo63.Te -1 " ADAPTER OWTS 2.980 .060 SL JAMB o .260 --•i Fes-• 37 WEATHER STRIP CHANNEL 80wTB 0.378 2. .128 128 8 HINGE 32 ON3T6 a r N • 4; 5 • 4--Jp •� • • d • �`` br• ID fal .080 Bpi �•1 • IG GLAZING BEAD • 74 e9a�� • • • a r N • 4; 5 • 4--Jp •� • • d • �`` br• ID fal 11 - �—Zo� •� t1 O 1 NE SILL *w zoNE•� OU TABLE L. SHT. 9 -:AD HEAD HEAD •� ZONE "F*-I— ZONE - ZONE�"D"�zONe m--1 XXO OR OXX '[ 1C g SAL ,� 3[ BILL --., SL.■.4Z� -1 xx ZONi ® �ZONE'V ZONE V SEE TABLE 3.. BHT. 9 SEE TABLE 4., Off. 4 rH ZONE � ZONE *P ZONE NE " HEAD 2XO ZONE ��E "F. ---{ -Z IE4 ZONE %r ZONE'F' °E' 9 'v E TABLE 7.. MFR. S �—Zo� •� t1 O 1 NE SILL *w zoNE•� OU TABLE L. SHT. 9 -:AD HEAD •E' miaow •�-'aow •E•1 a �+ XO OR OX ■ ■ MINIMUM JAMB ANCHOR LOCATION. - ■ ADDITIONAL JAMB N ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PERTASLE8 3.7 ON SHEET IL �ZONE"L1P'�ZON "y §EE TABLE 9., SHT. 9 HEAD EXAMPLE aa4E"a'aoNE'F"�' ZONE "F*-I— ZONE XXO OR OXX oxxo SAL ,� Bw. BILL --., •E' miaow •�-'aow •E•1 a �+ XO OR OX ■ ■ MINIMUM JAMB ANCHOR LOCATION. - ■ ADDITIONAL JAMB N ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PERTASLE8 3.7 ON SHEET IL �ZONE"L1P'�ZON "y §EE TABLE 9., SHT. 9 HEAD EXAMPLE tli h_ ..1I._" �'i Lt:; :x._.11 NOTES: 1. APPROVED ANCHOR TYPES ARE: 1.114' ELCO TAPOONS 2.114" ELCO SU CRETE-FLEX MASONRY ANCHORS 3. Y12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETEk SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. ,LAMBS :13 IM' MAX. FROM CORNERS AND 23 IW MAX. O.C. WA 6 8 O DOO : 9' MAX. FROM CORNERS. P MAX FROM ASTRAGAL CENTERS AND 20 7�• MAX O.C. HEAD S SILL OF SIDE ITES: er MAX FROM CORNERS AND 24 314' MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ANCHORAGE SOLUTION A CONCRETE p- FOR OXXO INSTALLATION J A. 19" x 93 314' SIM LITE8'B' AND 'e•" ZONE ANCHORS FROM TABLE 7, SHEEj 9. • • PL.LlB; • . B. 71314• x a33wMbb8dzoNE P ANCHORS Iiii 9A'81.E 4, SHUT 9. EACH TAVL • 8EE ENCIRCLED VA AW.. SWEET 9 i • TOTALS (4) (4) TYPE 1 flR 1�1NCHORB i • EACH JAMB AND 24&W& %(14) TYPE 1 OR 2 ANCrORrAT,4" • AND AT SILL. .. • ■ ANCHORiLOC4TIGN FOR ' EXAMPLE 11BOVE• ® •, .4�. �O d Y p a �d ut o '1' 1-InI ••r!, r ZONE "F*-I— E'F' oxxo BILL --., SL.■.4Z� -1 tli h_ ..1I._" �'i Lt:; :x._.11 NOTES: 1. APPROVED ANCHOR TYPES ARE: 1.114' ELCO TAPOONS 2.114" ELCO SU CRETE-FLEX MASONRY ANCHORS 3. Y12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETEk SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. ,LAMBS :13 IM' MAX. FROM CORNERS AND 23 IW MAX. O.C. WA 6 8 O DOO : 9' MAX. FROM CORNERS. P MAX FROM ASTRAGAL CENTERS AND 20 7�• MAX O.C. HEAD S SILL OF SIDE ITES: er MAX FROM CORNERS AND 24 314' MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ANCHORAGE SOLUTION A CONCRETE p- FOR OXXO INSTALLATION J A. 19" x 93 314' SIM LITE8'B' AND 'e•" ZONE ANCHORS FROM TABLE 7, SHEEj 9. • • PL.LlB; • . B. 71314• x a33wMbb8dzoNE P ANCHORS Iiii 9A'81.E 4, SHUT 9. EACH TAVL • 8EE ENCIRCLED VA AW.. SWEET 9 i • TOTALS (4) (4) TYPE 1 flR 1�1NCHORB i • EACH JAMB AND 24&W& %(14) TYPE 1 OR 2 ANCrORrAT,4" • AND AT SILL. .. • ■ ANCHORiLOC4TIGN FOR ' EXAMPLE 11BOVE• ® •, .4�. �O d Y p a �d ut o '1' 1-InI ••r!, a • PROVED ANCHOR TYPES: oxxo 1.114' ELCO TAPCOPIB Mo 5� ANCHOR 2.1/4° ELCO 884 CRETE -FLEX A N° MASONRY ANCHORS 3.012 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 a O on AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8 CL $� - w O J O i• •• • • • • • • •• • • ••O • • •••••• s • • • •+ • d •.•• • •••••• • • • •• • • s• •• • • •s•••• s s ♦ • • • • • tt11t • • i• •��Rttt >93 rrrrrr • a • • • �.`` 4c .........� gat •t iii ��i•° Y'�•j, ' �� 5 w TABLE 3. � DOORS ® TABLE 1. �{ DOORS � TABLE S. � SIDE LITE � TABLE 8. �Q 8 Q� ® TABLE T. Q�� t�,Q, Q� (ALSO Z( DOOR OF XO Ni OX 8 Ol.ABe TYPES A. S. C. Q E OLAB6 TYPES A. B, C. Q E O1A66 TYt�fi A, 0. C, Q fi 3utes TYPES A, B. C, Q fi fi1A881Y1�8 A, B, Q Q E � 18. WOOD 1,2, OOWC Ar8 �oR a,a WOOD 1.9. CONC y TM.� as WOOD 1,2 ctoec eIN8B7R t E,9, WOOD 1F. Co>rC �� za WOOD 1,2 aOMC IVEB LOAD l� 6 LOAD LOAD x - 1$2 °tx • n. °I3°- 7arb x- �. x TO TO 71.T TO 80. TO q. TO a7 d w, W W p �! p '70C 47. W� � 87 ��du1�fl u�ie Iljj�� wOrrt x x Ht. w�N►1 x 17x. x tR. x Ht. 28.80x{ II d n.7d x 70.7 A a 8 A 3 10.76x70. 4 1 ♦ 1 10.76 x 70.7 ♦ I Z 10.76 x T0♦ II 1 II { 2 8 08. 8 4 7♦ 2 a d2 ♦ 1 d2 4 3 1 2 ds. 4 3 4 2 4II 8 q. 0 4 7 4 II i q. 4 1 1 / q. 4 2 1 2 W. 4 7 4 Z 1 3 3 T 6 4 7 1 8 Ot. 4 1 1 / 01.7 ♦ 2 � II 01♦ �{ 1 1 06. 6 4 7 0& 4 1 ♦ 4 ♦ 4 Z Zr.eO x 70.T 6 2 7 1 II a 81.76 x 7Y. 8 4 7 1 2 3 1278x70. 4 Z 4 II 7276x70. 4II �♦ Z � 13.78x70. 4 II 4 2 027 8 2 7 7 3 p. 8 4 7 4 3 8 e0. 4 Z 4 Z 00. 4 2 �♦ ♦ Z W.T Z 7 II 156 q.7 { 7 4 3 8 q. 4 3 4 1 q.7 4II ♦ 7 W. 4 3 4 Z 01.7 O Z 7 4II 01.7 8{ 7 T'2 i Oi. 4 Z 1 3 01. 1 II 1 II O1. 4 3 4 II 7 7 T U. 4 8 06. ♦ Z 4 2 08. 1 2 �. 4 4 1 �.� x 70. 8 B 4 a 86.76x70. 8 1 7 1 a W.oB x70. 4 II 1 II 10.00 x70. 4 1 2 10.00x70. 4 82WO2 4II a p.7 8 4 7 1 3 i 8,. / Z ♦ 3 d0.. ♦ 8 dNL { 3 W.4 3 8 q. 0 4 7 4 2 a q. 4 Z 4 II 7 10. ♦ II W. 1 Ot. 4 7 8 01.T 8 4 7 4 0. 8 W. 4 Z 4 1 01.1 1 II 01. 4 00. Z p6.7 d 4 e 4 8 88. 4 Z 4 Z 1 ♦ Z 00. ♦ � 4 7 81.60 x70.7 8 2 8 4II 8 00.78x70. 6 8 0 4 3 a 21.76 x70. 4 7 ♦ 3 71.78 x 70. 1 8 1 2 27.76x70. 1 4 Z 111 q.T 2 8 4 8 05. 8 6 Z 8 90. 1 / d9. 4 8 �{ � ea 1 �♦ 2 87.7 p a 8 4 2 8 V. 6 8 8 a 8 W. 1 II 4 Z q. ♦ 8 4 W.7d 4 8 ppx�� 4 2 1 01.7 8 Z 0 4 2 b 01.7 0 6 a / 0. e 01. 8 7 1 3 07.7 6 8 � 1 II � 07. d 9 p 4 7 @B.7 7 2 10 4 II 00.7 e e 06. 8 Z 1 2 0b. b 0. Z ea. 8 � 4 � 9 9 . b 0 x 70.N113 p 4 9 8 48.78 x T0. 8 8 8 3 8 27.78 x>o b T 1 77.78x10.7 b 0. � if 7 � 27.76 x 6 0. � 4 3 8a. e 4 a e a A 8 6 d0.. s II ♦ Z di 8 9 � 1 II � SUS b 0. 4 II V.7 d 4 a 8 q.7 0 e 4 a q. 8 Z 1 Z q. b A 2 p7. 8 8 4 7 01. 10 4 0. 6 01.7 p b 8 4 1 01. Z 4 Z 01. d 0. 1 3 � O a 1 8 10 4 3 0&7 7 8 10 8 T 8 Z 4 Z 3 Ob. 4 88.80x70.7 d 8 4 8 8 W.78 x 70.7 8 8 8 4 0. 88.18 x70. 8 i 4 8 88.19 x70. tf 80.10. p 1 4 9 0 d 4 a a 83.0 8 8 4 a 6 ea 6 a 80.. A a q. 0 1 4 3 p 9 a♦ a 6 q. a { b q. T a♦ a q. 10. T e ♦ a 0'1.7 7 8 10 8 8 01.7 0 7 4 9 8 01. 7 a 4 b W. 1 8 01.7 T b 4 0. @6. 7 0. 10 4 08. 7 0 10 1 3 Ob. 7 a 4 a . 4 8 �. 7 6 4 0. 97.00 x70. 0 9 0 0. b 71.76x10.7 0 6 0 4 3 867e x 70. 6 a { a 98.78x70.7 0 4 4 i Sd.76 x TWO 0 1 4 9 83.7 Q a B 1 3 8 08.7 e 6 0♦ S 8 09.7 6 1 A a 8&78 8 1 ♦ 8 W.T 7 3 70 I a d q.7 8 8 0 1 8 W. 7 a ♦ 9 V. �♦ � � 3 3 01.7 08.7.7 01.7 06.7 01. N. 01.7 86.7 7 6 W. 01. ea. 4 8 4 0. 7 6 7 9 10 1 8 6 7 8 10 { 3 6 T 8 ♦ 9 7 6 7 6 8 7 0 ♦ a 9 10 ♦ 0. 8 7 6 1p 9 6 7 a 1 a 1 7 6 1 9 PROVED ANCHOR TYPES: oxxo 1.114' ELCO TAPCOPIB Mo 5� ANCHOR 2.1/4° ELCO 884 CRETE -FLEX A N° MASONRY ANCHORS 3.012 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 a O on AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8 CL $� - w O J O i• •• • • • • • • •• • • ••O • • •••••• s • • • •+ • d •.•• • •••••• • • • •• • • s• •• • • •s•••• s s ♦ • • • • • tt11t • • i• •��Rttt >93 rrrrrr • a • • • �.`` 4c .........� gat •t iii ��i•° Y'�•j, ' �� 5 w TABLE 3. � DOORS ® TABLE 1. �{ DOORS � TABLE S. � SIDE LITE � TABLE 8. �Q 8 Q� ® TABLE T. Q�� t�,Q, Q� (ALSO Z( DOOR OF XO Ni OX 8 Ol.ABe TYPES A. S. C. Q E OLAB6 TYPES A. B, C. Q E O1A66 TYt�fi A, 0. C, Q fi 3utes TYPES A, B. C, Q fi fi1A881Y1�8 A, B, Q Q E � 18. WOOD 1,2, OOWC Ar8 �oR a,a WOOD 1.9. CONC y TM.� as WOOD 1,2 ctoec eIN8B7R t E,9, WOOD 1F. Co>rC �� za WOOD 1,2 aOMC IVEB LOAD l� 6 LOAD LOAD x - 1$2 °tx • n. °I3°- 7arb x- �. x TO TO 71.T TO 80. TO q. TO a7 d w, W W p �! p '70C 47. W� � 87 ��du1�fl u�ie Iljj�� wOrrt x x Ht. w�N►1 x 17x. x tR. x Ht. 28.80x{ II d n.7d x 70.7 A a 8 A 3 10.76x70. 4 1 ♦ 1 10.76 x 70.7 ♦ I Z 10.76 x T0♦ II 1 II { 2 8 08. 8 4 7♦ 2 a d2 ♦ 1 d2 4 3 1 2 ds. 4 3 4 2 4II 8 q. 0 4 7 4 II i q. 4 1 1 / q. 4 2 1 2 W. 4 7 4 Z 1 3 3 T 6 4 7 1 8 Ot. 4 1 1 / 01.7 ♦ 2 � II 01♦ �{ 1 1 06. 6 4 7 0& 4 1 ♦ 4 ♦ 4 Z Zr.eO x 70.T 6 2 7 1 II a 81.76 x 7Y. 8 4 7 1 2 3 1278x70. 4 Z 4 II 7276x70. 4II �♦ Z � 13.78x70. 4 II 4 2 027 8 2 7 7 3 p. 8 4 7 4 3 8 e0. 4 Z 4 Z 00. 4 2 �♦ ♦ Z W.T Z 7 II 156 q.7 { 7 4 3 8 q. 4 3 4 1 q.7 4II ♦ 7 W. 4 3 4 Z 01.7 O Z 7 4II 01.7 8{ 7 T'2 i Oi. 4 Z 1 3 01. 1 II 1 II O1. 4 3 4 II 7 7 T U. 4 8 06. ♦ Z 4 2 08. 1 2 �. 4 4 1 �.� x 70. 8 B 4 a 86.76x70. 8 1 7 1 a W.oB x70. 4 II 1 II 10.00 x70. 4 1 2 10.00x70. 4 82WO2 4II a p.7 8 4 7 1 3 i 8,. / Z ♦ 3 d0.. ♦ 8 dNL { 3 W.4 3 8 q. 0 4 7 4 2 a q. 4 Z 4 II 7 10. ♦ II W. 1 Ot. 4 7 8 01.T 8 4 7 4 0. 8 W. 4 Z 4 1 01.1 1 II 01. 4 00. Z p6.7 d 4 e 4 8 88. 4 Z 4 Z 1 ♦ Z 00. ♦ � 4 7 81.60 x70.7 8 2 8 4II 8 00.78x70. 6 8 0 4 3 a 21.76 x70. 4 7 ♦ 3 71.78 x 70. 1 8 1 2 27.76x70. 1 4 Z 111 q.T 2 8 4 8 05. 8 6 Z 8 90. 1 / d9. 4 8 �{ � ea 1 �♦ 2 87.7 p a 8 4 2 8 V. 6 8 8 a 8 W. 1 II 4 Z q. ♦ 8 4 W.7d 4 8 ppx�� 4 2 1 01.7 8 Z 0 4 2 b 01.7 0 6 a / 0. e 01. 8 7 1 3 07.7 6 8 � 1 II � 07. d 9 p 4 7 @B.7 7 2 10 4 II 00.7 e e 06. 8 Z 1 2 0b. b 0. Z ea. 8 � 4 � 9 9 . b 0 x 70.N113 p 4 9 8 48.78 x T0. 8 8 8 3 8 27.78 x>o b T 1 77.78x10.7 b 0. � if 7 � 27.76 x 6 0. � 4 3 8a. e 4 a e a A 8 6 d0.. s II ♦ Z di 8 9 � 1 II � SUS b 0. 4 II V.7 d 4 a 8 q.7 0 e 4 a q. 8 Z 1 Z q. b A 2 p7. 8 8 4 7 01. 10 4 0. 6 01.7 p b 8 4 1 01. Z 4 Z 01. d 0. 1 3 � O a 1 8 10 4 3 0&7 7 8 10 8 T 8 Z 4 Z 3 Ob. 4 88.80x70.7 d 8 4 8 8 W.78 x 70.7 8 8 8 4 0. 88.18 x70. 8 i 4 8 88.19 x70. tf 80.10. p 1 4 9 0 d 4 a a 83.0 8 8 4 a 6 ea 6 a 80.. A a q. 0 1 4 3 p 9 a♦ a 6 q. a { b q. T a♦ a q. 10. T e ♦ a 0'1.7 7 8 10 8 8 01.7 0 7 4 9 8 01. 7 a 4 b W. 1 8 01.7 T b 4 0. @6. 7 0. 10 4 08. 7 0 10 1 3 Ob. 7 a 4 a . 4 8 �. 7 6 4 0. 97.00 x70. 0 9 0 0. b 71.76x10.7 0 6 0 4 3 867e x 70. 6 a { a 98.78x70.7 0 4 4 i Sd.76 x TWO 0 1 4 9 83.7 Q a B 1 3 8 08.7 e 6 0♦ S 8 09.7 6 1 A a 8&78 8 1 ♦ 8 W.T 7 3 70 I a d q.7 8 8 0 1 8 W. 7 a ♦ 9 V. 2X WOOD BUCK NOTE 2 13W MIN. 1314' 1314* 3.4 K81 MIN. CONIC. 1-MN E.D. MIN EA� Ix 1318' TYPE I Iq BUCK 2 1 awTym a IW MAX SHIM WOOD WM Tr ANCHOR TYN2CR& NOTE I DOOR HEAD (WOOD) 13W 1/4* MAX SHIM= t MINI- WOOD ANCHOR axwom 3A Krai MX CONIC. BUCK N0712 I iX WOOD BUCK NOTE 2 114w MAX. SHIM CONC. WIT. ANCHOR. NOTE I DOOR I iW TYPE I OR 2 JCMUI) AD (CONC) 1318 TYPE I (CONC) SIDE tW MAX -,4 1 WC TYPE 2 (CO. BRIM IW MAX SHIM 3w MIN. III D. 13W MK I I --iWMAX. SHIM wow EXT. ANCHOR TYPE 2 OR 3, NOTE I 114" MAX SHIM 1317 MIN. com ANCHOR, 1314" 1314' MIN. E.D. 13V TYPE I 13W TYPE 2 Iw MAX. SHIM ANCHOR, NOTE I AD (CONC) I Ile TYPE I OR 2 (CMU) I &W TYPE I (CONC) T 134- TYPE 2 (CO NQ 13W MIN. E.D. Np • • • • • ON CONC Nam I STAGGERED ANCHOR CENTERS wow TYPE STAGGERED ANCHOR 14 V 2OR3, CENTERS, TV" • NOTE I Ilm I 2OR3, 2X WOOD mxT IXWOOD 2XWOOO NOTE I 4m 1.0 KIN MIN. CMU OR BWK NOTB 2 NMI! 3.4 KE MIN. OONQ KICK NOTE 2 iX WOOD BUCK NOTff 2 EX T. DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CHIC ANCHOR, OR 3. 1 NOTE i WOOD ANCHOR, TYPE 2 OR 3 NOTE I CONIC. ANCHOR, NOTE I Ix W(= pm, BUCK NOTE 2 KXT. IW MAX FXT' NOTE 3 114*MAX WOOD -IT' 3' Mn" 1 14' MAX I' 1H• MAX SHIM SHIM a SHIM iawrmi ar MIN. 131 r INK 13(4* TYPE 2 3wTyPE 3A MIN. -4314-71M2 Oow_l 3A KSl MIN -f 2X wow BUCK NOTE am= DOOR SILL (WOOD) DOOR SILL (CONC) SIDE LITE SILL (WOOD) Mgt m SIDE LITE SILL (CONC) NOTES: 1. KM CONCRETE INSTALLATMS IN MIAMI-DAN COUNTY, USE ONLY MIIkMI-DADE COUNTY APPROM ELOO IW TAPCONS EMBEDDED 13W MIN. (TYPE 1) OR IW SS4 CRET"M EMBEDDED 1314' MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR To CONCRETE EDGE to 1314•• FOR WOOD INSTALLATIONS USE M SCREWS/ Of (TYPE 3) OR ELCO IW 884 CRETE•FLEX ANCHORS EMSEDDEV 1318' MIN, (TYPE 2). 1 WOW BUCKS DEPICTED AS Ix ARE LEN THAN I IX THICK Ix WOOD BUCKS ARE OPTICINAL, IF UNIT 16 INSTALLED DIRECTLY TO SOLID CONCRETE. WOW BUCKS DEPICTED AS 2x ARE I lir THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENQHEEREID BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION WIA 3. IF BILL 16 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL 19 NOT REQUIRED. IF USED, NO•~, NON-METALLIC GROUT (3400 PSI MIN.), (DONE By OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE BILL THAT 0 NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 3W FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1.5 KBI MN. CMU OR 3.4 K&I VA COMM MIN. B.D. • • * w 14 ...... 46,4 o • . it • see