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WS-17-1077vJS )II --1()-1 -7 TV PQR N 1.29' 0' 10' 20' 1 inch = 20' ft. STEPS nl 5)' 3, i LOT 5 N.L 75.00' SR&M)l 40'X2.5' IACIi o i 20.40' 0 N O_ N N LOT 8 0.05, 11 1 LOT 4 T. 7T. 1/2" — 3' 1.8' 12.80 °' 14.70 • *9175' 10.05' 0.7,22.0' C m0Vui N o •. C E; N C N o P ° 12.0' P F.I.P. 1/2" ' .2, 70' 'DFI.P. 1/2" P. C. 64.16'k :° '75-00R&M °5' CS F. P. 1/2" ° 13.0' PARKWA Y o •° 27 .0''' WIDTH VARIES RIGHT—OF—WAY (BY PLAT)::::.':. 19'f ASPHAL T PA VEMENT :.'.'.'.'.'.'.'..'..'. j' _` ' ". • • • • • • • • • • ." 9999:9999.. . .............................................................. ............................ ............................................................................................ N.E. 94th STREET .......................... ............................................................................................ FENCE IS OVER 2.5' U.E. AND CROSSES PROPERTY LINES. MAP OF BOUNDARY SURVEY Property Address: 1053 NE 94 ST MIAMI SHORES, FL 33138 nlineLand A, SURVEYORS, INC. 15271 NW 60 AVE, Suite 206 Miami Lakes, FL 33014 www.OnlineLandSurveyors.Com SURVEYOR'S CERTIFICATION: /HEREBY CERTIFY THAT THIS 'BOUNDARY SURVEY" IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. THIS COMPLIES WITH THE MINI STANDARDS, ASSET FORTH BY THE STATE OF FLORIDA BOARD OF P SIGNAL SU RS AND MAPPER IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CO UStSUANT TO SEC 472.027, FLORIDA STATUTES. 41011 F 15 NW4� WAR, yr Q. Si. . %TORI D#• Q� SIGNED '�. `� FOR THE FIRM MIGUEL ESPINO P.S.M. No. 5101 STATE OF FLORIDA NOT VALID WITHOUT AN AUTHENTIC ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL AND/OR THIS MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A LICENSE SURVEYOR AND MAPPER, Survey Date: 12/16/2016 Survey Code:0-30438 Page 1 of 2 Not valid without all pages. ON PL 0 13.33' 12.60' 0 7 'X4' ( ... TWO STORY 170 • w ;EO -T 10 •0 RESIDENCE 3.40 • • �•�t • • • • • • • # 1053 • •• M • • 9 9999.. 0 ... 9999. Qom...; �.•.. 9999. 28.30 R•,• 99 .. . 999999 0 •• 999 . 0• z)7.80• CONC:•:' :� a 9999:. CON • • • 5�:. • • 3' 1.8' 12.80 °' 14.70 • *9175' 10.05' 0.7,22.0' C m0Vui N o •. C E; N C N o P ° 12.0' P F.I.P. 1/2" ' .2, 70' 'DFI.P. 1/2" P. C. 64.16'k :° '75-00R&M °5' CS F. P. 1/2" ° 13.0' PARKWA Y o •° 27 .0''' WIDTH VARIES RIGHT—OF—WAY (BY PLAT)::::.':. 19'f ASPHAL T PA VEMENT :.'.'.'.'.'.'.'..'..'. j' _` ' ". • • • • • • • • • • ." 9999:9999.. . .............................................................. ............................ ............................................................................................ N.E. 94th STREET .......................... ............................................................................................ FENCE IS OVER 2.5' U.E. AND CROSSES PROPERTY LINES. MAP OF BOUNDARY SURVEY Property Address: 1053 NE 94 ST MIAMI SHORES, FL 33138 nlineLand A, SURVEYORS, INC. 15271 NW 60 AVE, Suite 206 Miami Lakes, FL 33014 www.OnlineLandSurveyors.Com SURVEYOR'S CERTIFICATION: /HEREBY CERTIFY THAT THIS 'BOUNDARY SURVEY" IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. THIS COMPLIES WITH THE MINI STANDARDS, ASSET FORTH BY THE STATE OF FLORIDA BOARD OF P SIGNAL SU RS AND MAPPER IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CO UStSUANT TO SEC 472.027, FLORIDA STATUTES. 41011 F 15 NW4� WAR, yr Q. Si. . %TORI D#• Q� SIGNED '�. `� FOR THE FIRM MIGUEL ESPINO P.S.M. No. 5101 STATE OF FLORIDA NOT VALID WITHOUT AN AUTHENTIC ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL AND/OR THIS MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A LICENSE SURVEYOR AND MAPPER, Survey Date: 12/16/2016 Survey Code:0-30438 Page 1 of 2 Not valid without all pages. Survey Date:12/16/2016 Survey Code:0-30438 Page 2 of 2 Not valid without all pages. - 1053 Nortl»a�t 941h Strwt � LOCATION MAP N.T.S. PROPERTY FRONT VIEW CERTIFIED TO: FLOOD INFORMATION: DAVID J. COVIELLO & LUIS CARLOS LOPEZ Community Number: VILLAGE OF MIAMI SHORES LAURA BOURNE BURKHALTER, P.A. 120652 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Panel Number: 12086CO306L ATTORNEYS TITLE FUND SERVICES, LLC Suffix: L CALIBER HOME LOANS, INC. Date of Firm Index: 9/11/2009 ITS'SUCCESSORS AND/OR ASSIGNS AS THEIR Flood Zone: AE INTEREST MAY APPEAR. Base Flood Elevation: 8.0 Date of Survey: 12/16/2 16 •""• LEGAL DESCRIPTION: LOT 9 OF KIRBY'S ADDITION TO MIAMI SHORES, ACCORDING "f0 *rHE PLAT-rHEREOrl. RECORDED IN PLAT BOOK 41, AT PAGE 44, OF THE PUBLIC RECORDS OF MIAMI-DADFW1.q NTY,'�LbRIDA.:"'0: 9999 •0906• . 6966•• 66.6 • 00000 9999. Surveyor's Legend " " 00 ' 0.00•• PROPERTY LINE 0::. • •• • STRUCTURE • • • • • • • • • 6. • • ® CONC. BLOCK WALL TREE 669••• L.M.E. LAKE or LANDSCAPE MAINT. • • BASEMENT • • x CHAIN—UNK or WARE FENCE >$ P.P. POWER POLE R.O.E. ROOF OVERHANG EASEMENT • • • DRAINAGE EASEMENT. • • • • • • 9 �.. • P.P. POOL PUMP LAfI AP BUFFER tsMT. —�r--rY- WOOD FENCE ®C.B. CATCH BASIN PL PLANTER OR PROPERTY UNE ..=. LIMIT#CrESS EASEMENT C.U.E.COUNTY UTILITY ESMT. I.D. IDENTIFICATION TEL. TELEPHONE FACILITIES IRON FENCE LEA, INGRESS/ EGRESS ESMT. B.C. BLOCK CORNER U.P. UTILITY POLE — — — — EASEMENT U.E.UTILITY EASEMENT FND. OR F FOUND IRON PIPE/ B.R. BEARING REFERENCE E.U.B. ELECTRIC UTILITY BOX — — CENTER LINE PIN AS NOTED ON PLAT Q CENTRAL ANGLE m DELTA SEP. SEPTIC TANK D.F. DRAIN FIELD LB/ LICENSE III — BUSINESS R RECORD OR RADIUS RAD. RADIAL AC AIR CONDITIONER LS# LICENSE III _ ® WOOD DECK N.R. NON RADIAL CSW CONC SIDEWALK CAC CALCULATED POINTE TYPTYPICAL DWY DRIVEWAY SET SET MONUMENT CONCRETE CONTROL POINT O . I.R. IRON SCR. SCREEN ■ CONCRETE MONUMENT PIP GAR. GARAGE I.P. IRON PIPE N&D NAIL & DISK ENCL ENCLOSURE ELEV ELEVATION ASPHALT P.T. POINT OF TANGENCY PK NAIL PARKER—KALON NAIL N.T.S. NOT TO SCALE P.C. POINT OF CURVATURE D.H. DRILL HOLE F.F. FINISHED FLOOR ® T.O.B. TOP OF BANK OBRICK/TILE P.R.M. PERMANENT REFERENCE MONUMENT WELL 10, FIRE HYDRANT E.O.W. EDGE OF WATER P.C.C. POINT OF COMPOUND CURVATURE P.R.C. POINT OF REVERSE CURVATURE OM.H. MAN HOLE E/P OR E.O.P. EDGE OF PAVEMENT WATER P.O.B. POINT OF BEGINNING O.H.L. OVERHEAD LINES C.V.G. CONCRETE VALLEY GUTTER P.O.C. POINT OF COMMENCEMENT TX TRANSFORMER B.S.L BUILDING SETBACK LINE S.T.L SURVEY TIE LINE APPROXIMATE EDGE OF WATER P.C.P. PERMANENT CONTROL POINT CAN CABLE TV. RISER W.M. WATER METER Ii CENTER UNE M FIELD MEASURED P PLATTED MEASURMENT P/E POOL EQUIPMENT R/W RIGHT OF WAY D DEED CONIC CONCRETE SLAB PUBLJC UTILITY EASEMENT COVERED AREA C CALCULATED CANAL MAINTENANCE EASEMENT ANCHOR EASEMENT GENERAL NOTES: • • � 1) LEGAL DESCRIPTION PROVIDED BY OTHERS. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO • , 1 DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING PROPERTY. • 3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR r LTA OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT. Affiliate Member 4) THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE ? AND FINANCING AND SHOULD NOT BE USED FOR CONSTRUCTION, PERMITTING Page HeI*V DESIGN, OR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF Printing to Scale: Sows I ONLINE LAND SURVEYORS INC. 5) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER �, t 1. Select "None'from Page Scaling P°0` C°� V (ICW1° IMPROVEMENTS WERE NOT LOCATED. 2. Deselect Auto -Rotate and Center" T[ ',Aoeogotatewc!Ce w 6) ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. 7) FENCE OWNERSHIP NOT DETERMINED. paper 3. Select "Choose a source b p p y (j) Choose paper source by PDF page s;ce 8) WALL TIES ARE TO THE FACE OF THE WALL. PDF page size' 9) BEARINGS ARE BASE ON AN ASSUMED MERIDIAN. Use custom paper vze »hm needed 10) BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN ATA IELD WORK. 12/15/2016 SHOWN SCALE AND/OR NOT TO SCALE. 11) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. RAWN BY C.S. 12) NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYORS EMBOSSED OR NtAFI C ELECTONIC SEAL. F 13) DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. HECKED BY: M.E. 14) ELEVATIONS IF SHOWN ARE BASED UPON N.G. V.D. 1929 UNLESS OTHERWISE NOTED. cINAL REVISION: 12116/2016 15) THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. vo ti U1 16) THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OFOMPLETED: 12/16/2016 p STATE 0 THE ENTITIES NAMED HEREON, THE CERTIFICATIONS DO NOT EXTEND TO ANYFt ORI DI" eQ fssa UNNAMED PARTIES. SCALE: 11, = 20' OR C Sl1RVE'I URVEY CODE: 1 0-30438 904 15271 NW 60 AVE, Suite 206 / n l i n e La n d33014 91 Miami Lakes, -0123 Phone: (305) 910-0123 SURVEYORSONIC. Fax: (305) 675-0999 www.OnlineLandSurveyors.Com Survey Date:12/16/2016 Survey Code:0-30438 Page 2 of 2 Not valid without all pages. U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program ELEVATION CERTIFICATE OMB Control Number: 1660-0008 IMPORTANT: FOLLOW THE INSTRUCTIONS ON PAGES 8-15 Expiration: 11/30/2018 Conv all nanes of this Elevation Certificate and all attachments for (1) community official, (2) Insurance agent/company, and (3) building owner. SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: DAVID J. COVIELLO & LUIS CARLOS LOPEZ A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Box No. Number: 1053 NE 94 ST City MIAMI SHORES State FLORIDA Zip Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Folio #:11-3205-012-0090 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitudell-ongitude: Lat. N 25°51'44.86" Long. W 80°10'33.00orizontal Datum: (-, NAD 1927 X, NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 2803 sq ft a) Square footage of attacl ed garage •... �a0 ... zq >t b) Number of permanent flood openings in the b) Number of permanent fLoogppVnings• • crawlspace or enclosure(s) within 1.0 foot in the attached garage V%ig. 0 foot • above adjacent grade 18 above adjacent grade .... 0 �.... .... . ..... c) Total net area of flood openings in A8.b 1728 sq in c) Total net area of flood x wpkv; in A9.b 0 gin . d) Engineered flood openings? (` Yes r) No d) Engineered flood open ng.3.e. (-)Yes*' • 1X No • • • •; • SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION • • •...:. B1. NFIP Community Name & Community Number B2. County Name .'. • B3• State • VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE COUNTY "'. I-ORIDA • B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ B8. Flood Zone(s) B9. Base Flood Elevation(s) Revised Date (Zone AO, use base flood depth 12086CO306L L 9/11/2009 9/11/2009 AE 8.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: )Community Determined ,Other/Source: C, FIS Profile 9 FIRM (- Bl l . Indicate elevation datum used for BFE in Item B9: K; NGVD 1929 () NAVD 1988 (7)Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ('.Yes OZ. No Designation Date: N/A (7) CBRS (-j OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: [J Construction Drawings* (-)Building Under Construction* a, Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations: Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: B-62 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. OC+NGVD 1929 (-; NAVD 1988 (; Other/Source: N/A Datum used for building elevations must be the same as that used for the BFE Check the measurement used. ,, meters a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 6.22 (R; feet (- b) Top of the next higher floor 8.56 (R, feet (7) meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A (X, feet (', meters d) Attached garage (top of slab) 6.76 a) feet C, meters e) Lowest elevation of machinery or equipment servicing the building 6.78 ,feet (> meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 6.22 OZ, feet () meters g) Highest adjacent (finished) grade next to building (HAG) 6.32 R) feet (, meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A QZ+feet r meters FEMA Form 086-0-33 (7115) Replaces all previous editions. Page 3 of 15 ELEVATION CERTIFICATE, page 2 OMB Control Number: 1660-0008 Expiration: 11/30/2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1053 NE 94 ST City State Zip Code Company NAIC MIAMI SHORES FL 33138 Number: SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents nV best efforts to interpret the data available. ! understand that any false statement may be punishable by rine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A ® Check here if attachments. provided by a licensed land surveyor? ,Yes )No F1 c Certifiers Name License Number F Miguel Espinosa 5101 Title Company Name PROFESSIONAL SURVEYOR & MAPPER Online Land Surveyors Inc. No.t STATE 0 • • • Address City State Zip Code •_FtOM 00'.... LZ`" • • 15271 NW 60 AVE Miami Lakes FL 33014 • •t►V� • Signature Date Telephone • SURVEYS' 12/16/2016 (305) 910-0123 .... . . .... . ..... Copy all pages of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) 4L iWj .owner... • •; • • Comments (including type of equipment and location, per C2(e), if applicable) • • • • • • • • • • • • LATITUDE LONGTITUDE PER GOOGLE, ATTACHMENTS = BUILDING PICTURES : • •: •: ' '. C2(E) DENOTES TO AIR CONDITIONER PAD. ' • • • • • • • BM# B-62 LOCATOR: 3250 S • • ELEVATION = 8.65 • • : ... . : "" 12/16/2016 Signatu a Date SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, (X,feet(, meters ❑ above or ❑ below the HAG. or enclosure) is b) Top of bottom floor (including basement, crawlspace, (R., feet (—j meters ❑ above or ❑ below the LAG. or enclosure) is E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is OZ feet meters ❑above or ❑below the HAG. E3. Attached garage (top of slab) is �feet C meters (% .1 [:]aboveor ❑below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is feet rJ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance? (J Yes (� No tX Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Page 4 of 15 ELEVATION CERTIFICATE, page 3 OMB Control Number: 1660-0008 Expiration: 11/30/2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1053 NE 94 ST City State Zip Code Company NAIC MIAMI SHORES FL 33138 Number: SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 -G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) G2 or Zone AO. G3. ❑ The following information (Items G4 -G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Ociugunex Issued . . .... Goes. G7. This permit has been issued for: t J New Construction t J Substantial Improvement G. e. e G . G; G • G G G G 0.0.00 G G8. Elevation of as -built lowest floor (including basement) • • • • • of the building: §Z; feet C) meters Dai�.fr o o e G o o G e e Ge. a 0.000 .so • G9. BFE or (in Zone AO) depth of flooding at the G e 000000 00:00 (:feet meters Daik"*.so 9 e 00 G 00000 building site: G 000 000 G G G10. Community's design flood elevation: 0(feet meters Datum' o G s G e 00: Local Official's Name Title • • •e e G G G 00 0 .. • . • G • Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Page 5 of 15 BUILDING PHOTOGRAPHS ELEVATION CERTIFICATE, page 4 See instructions for Item A6. OMB Control Number: 1660-0008 Expiration: 11/30/2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1053 NE 94 ST Policy Number: City State Zip Code Company NAIC MIAMI SHORES FL 33138 Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Frontview" and Rear view; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. ♦ 4 - 0000 0000• }/ • • • • *see • C • IF • ••! • r • 0000•• L —0 •♦•♦• ♦0000• 0 t- • 06000 to • ••• • • • • •• Date Taken: Thursday, December 15, 2016 L.L f Date Taken: Thursday, December 15, 2016 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Page 6 of 15 BUILDING PHOTOGRAPHS 008 0 Number: 166-0 ELEVATION CERTIFICATE, page 5 Continuation Page OMB Control Expiration: 11/30/2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit,Suite, and/or Bldg. No.) or P.O.Route and Box No. Policy Number: 1053 NE 94 ST City State Zip Code Company NAIC MIAMI SHORES FL 33138 Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View" and, if required, "Right Side View" and "LeftSide View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. • Date Taken: Thursday, December 15, 2016 id 4 i L r_ r Date Taken: Thursday, December 15, 2016 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Page 7 of 15 APKI S 2017 WENT OF REGULATORY AND ECONOM AND CODE ADMINISTRATION DIVISION CE )F - ACCEPTANCE (NO) S JMIAMI-DADE COUNTY PU CT CONTROL SECTION I "9W' 'N,fg5 G Strcc Room 248 �,(78� 315 h2590.� ^{�) 315-2599 .M. Windows LLC "zv i, J � 543 N. Powerline Road ompano Beach, FL 33069 his NOA is being issued under the applicable a04pavns verning the use of construe iaterials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER roduct Control Section to be used in Miami Dade County and other areas where allowed by We Authority • Paving Jurisdiction (AHJ). •• 0000 0000.. • � � • • his NOA shall not be valid after the expiration date stated below. The Mimi -pile Connlj *Produce • • • ontrol Section (in Miami -Dade County) and/or the AHJ (in areas other than Miam6Nadc County) reserve • to right to have this product or material tested for quality assurance proposes. 14"s product or.materii. • • • • 01% to perform in the accepted manner, the manufacturer will incur the expense ofs-ach testinff anca'the Alll.... • gay immediately revoke, modify, or suspend the use of such product or materifl•oftn their jtirisdiction..% ER reserves the right to revoke this acceptance, if it is determined by Miami—Dant Cdunty Predti'tict Contrel• • •.. eelion that this product or material fails to meet the requirements of the applicabl;V4,1 ling code.' • • 'his product is approved as described herein, and has been designed to comply,witllthe Fleisida-*Ruildirte'••' )ESCRIPTION: Series "805" Aluminum Horizontal Rolling Window—L.M.I. •.: • LrrttvV=DUUU3UNT: Drawing No. W0-81, titled "Series 805 Alum. Horizontal Rolling Wdw. ,.M.I.)", sheets 1 through 7 of 7, dated 09/19108, with revision E dated 03/16/15, prepared by Al-Farooq orporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control evision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County roduct Control Section. IMPACT RATING: Large and Small Missile Impact Resistant .LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur- after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 13-0107.08 and consists of this page 1 and evidence pages E-1, E-2 and F.-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 1.5-0505.29 Expiration Date: May 13, 2019 pproval Date: August 13 2015 ! page), / ows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1110.02) 2. Drawing No W08-81, titled "Series 805 Alum Horizontal Rolling Wdw, (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision E dated 03/16/15, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. TESTS ••�• 0000 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading ptf FBC TAS PO204 2) Large Missile Impact Test per FBC, TAS 2bi•-A' 0000.. 3) Cyclic Wind Pressure Loading per FBC, TAS 2D3-94 • 4) Forced Entry Test, per FBC 2411 3.2.1 an(f .4$'202-W • along ,%dth marked -up drawings and installation diagram of air *mtnum jiariaontal rolling window, prepared by Fenestration Testing Laboratory;fnc.3 Test Rdport No. FTI, -5945, dated 07/31/09, signed and sealed by Julio E. GopzaP.E. (Submitted under NOA No. 09-1110.02) 0• • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• • •.. 2) Uniform Static Air Pressure Test, Loading per FBC TAS &-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1,5457, dated 01/22/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 09-0105.02) 3. 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 aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5459, dated 01/17/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) E-1 000..0 .000% :*Soo: 0000. 0000. 000000 :000*: :00*0: Manuel , P.E. Product Contro miner NOA No. 15-0505.29 Expiration Date: May 13, 20[9 Approval Date: Augnst 13 2015 NOTICE OF ACCEP'T'ANCE: EVIDENCE SUBMITTED TESTS (CONTINUED) 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 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3995, dated 11/13103, signed and sealed by Edmundo Largaespada,.p.E. (Submitted under NOA No. 04-0120.01) • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ; • • • .' 2) Uniform Static Air Pressure Test, Loading pe, TABS 2i)2-94 ""' • 3) Water Resistance Test, per FBC, TAS 202-94... ' 4) Large Missile Impact Test per FBC, TAS 26 1-94' : • • • • • , .... • 5) Cyclic Wind Pressure Loading per FBC, TA32DI-94 • • • • • ..:.. • 6) Forced Entry Test, per FBC 2411 3.2.1 andYAS:202-94" ' • • • •; • along with marked—up drawings and installation diagram of attafitminum hor%,ontal • • rolling window (XOX), prepared by Fenestration Testing Labc rato;y, Inc.;11M. * � • Report No. FTL-3946, dated 11/04/03, signed and sealed by Edmurnio Lwggsrada, P.E. •• (Submitted under NOA No. 04-0120.01) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'" Edition (2014) and of no financial interest dated 03/16/15 and revised on 08/07/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. (!lazing complies with ASTM E1300-09 QUALITY ASSURANCE. I. Miami -Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc, for their "SentryGlas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126.20 issued to Allnex USA, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. Manuel P , P.E. Product Contr Ex in NOA No. 505.29 Expiration Date: May 13, 2019 E-2 Approval Date: August 13 2015 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statement letter of conformance, complying with FEC -5e1 Edition (2014), and of nc financial interest, dated March 26, 2015, issued by Al-Farooq Corporation, signed an( sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under NOA#09-1110.02) • • • • 3. Laboratory compliance letter for Test Report No. FTI. -5457, issued -by Fen%.str�tion Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Cl losS. Rioro&,•P.E. (Submitted under NOA No. 09-0145.02) *000 0 4. Laboratory compliance letter for Test Report No. F'1L-5459, issug000�:6y Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed byMQblel R. letrzel, P.E. 000000 .. . • (Submitted under NOA No. 09-0105.02) • • • • • •. •. 5. Laboratory compliance letter for Test Reports No. FTL-3946 ionoar L-3995.1ssued by Fenestrati on 'resting Laboratory, Inc., dated 11/04/03 and Ll/1.3163 respcetri"ly, both signed and sealed by Edmundo Largaespada, P.E.' see (Submitted under NOA No 04-0120.01) ' • OTHERS 1. Notice of Acceptance No. I4-0107.08, issued to T.M. Window LLC, for their Series "805" Aluminum Horizontal Rolling Window - L.M.I., approved on 02/20/14 and expiring on 05/13/10. E-3 0000.. 0000.. 0000. 0000. 0006.. Nil r�/l_ GW Manuel P e P.C. Product Control miner NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 132015 -3/16" ANN. GLASS .090" Inlerloyer Soflex Cl And Color Glas. By 'Sostman Chemicof Co.' 1-3/16' ANN. GLASS --3/16' HEAT STREN'D CUSS .090" Inter"r { Kuroray SentryOlas } By 'Kuroray Arn.6co, Inc.' ll 1 3/16' HEAT STREWO CUSS SILICONE w SILICONE GE RCS7700 lu GE RGS7700 DOW CORNING 995 ? In DOW CORNING 995 X28 AIDER 1 TS N UTES �26 1R 36' ONLY LYES THANPOiNTS TNANPOINTS _LY ii2A'L A TYPE IB 1/16' OVERALL GLA 7/16' OVERALL GLASS - 3/16' HEAT STREWO GLASS - -3/16' ANN. GLASS 120' Interloyer 120' Intedayar -INekol S Uvokol S By Alpe. USA, Inc.' By Allne. USA, Inc.'N. 3/16' HEAT STREN'D CLASS 3/16" ANGLASS SILICONE w SILICONE m 3 GE RGS7700 now CORNING 995 m m GE RGS7700 DOW CORNING 995 13� 1� Ii \ 13 �I i Ii 4 I it 1 tZAT1/4 AT 1/4 POINTS ON LUES 28 POINTS ON LITES WIDER THAN 36" ONLY DER THAN 36' ONLY TYPE 'C' TYPE !z 1/2' OVERALL GLASS 1/2" OVERALL CUSS .$ERIF;9 8Q� %VMINUId HORIZONTA_L_$QL i 1_G_.WD1Y. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THRU WODO BUCKS INTO MASONRY _ 74" MAX _ __ WINDOW WIDTH 9 3/8" NA)(. 6" MAX. FALSE MUNTINS 6' HEAD HEAD/SILL (SURFACEMAY BFPUSED 3" jSfLL CORNERS I r --1/8" TEMP. GLASS S II� n it II 11 11 II II - 1/4" AIR SPACE I' II II II 8 1/8' ANN, CLASS 3 I' .090" Intorloyer -Salle. Clear And Color Gtaes W 'Eastman Chemical Co.' 1/8" ANN, CUSS 32 7/8" 33 SILICONE D.L. CE RG57700 \ u DOW CORNING 995 37 1/2" m 13A / VENT WIDTH ., TYPICAL ELEVATION p. XO OR OX STZES o MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER 28 AT 1/4 POINTS ALL SIZE GLASS TYPE 'A' CUSS TYPL 'B' CLASS TYPE 'C' I GLASS-TYPE 'D' CUSS TYPE.'LC_ 1YPG E• 80.0 F 90.0 90.0 130.0 _90.0 90.0 _ 55.0 55.0 79.0 f 79.0 11/16' OVERALL INSUL. GLASS LOA OWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 1000 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • 000 • • ASID F O DA BUILDING COMMISSION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • •DEr•1�1yAT�RY SIRTEMENT DCA05-DEC-219 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCIT• • • • • • • • -� _ HURRICANE ZONE (HVHZ). • • • E$� f'y',��`DOW� ARE RATED FOR LARGE &SMALL MISSILE IMPACT. S WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER• • • • • • • SHUYER� OW f1AR REQUIRED. LOADS TO THE STRUCTURE. - --._ . _ - ------ --- ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS Eng,.. JAVAO AMIAAO EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML 1'RUDUCr RBVLSIID • • • FIA PE ! 70592 as m coplying with Ulo Florid• ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARF: • • • • C.A.N. 5 Buihlwg Codo NOT PART OF THIS APPROVAL. • 0 0 • 4• Acacplan.c Na I�'O iq A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO *00 ONK. • • • • • • By 1-1b Dalc ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPREZI•(l. • • • •• • Dy. • • • hti,ml ,? Prrtdual [ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE APR 2015 REQUIREMENTS OF THE FLORIDA BUILDING CODE. • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • e Awf _i 1 y.V 7I p J I rn 0 0 �+ 6n ZLL V)�= o u o t ? Zam In o" 3z� �u!o 1 "SIN F- a_ !RI(iP drawing no. W08-81 ADOL. ANCHOR REOD. F'OR INSTALLATIONS INFO THRU WOOD 9UCRS INTO MASONRY FALSE MUNTINS (SURFACE APPLIED) MAY BE USED {\/3C fL `� m WZ m J 3 > 111" MAX. XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF MASONRY WINDOW WIDTH 6" MAX. EAD/SILL FOR SIZES SHOWN ABOVE OR SMALLER 11 r MAX. 10 1/4" Ir p II WINDOW 'MEmi _ .1 1 6" MAX_ _ HEAD\SILL \�--_ 3 AT FIX. LITE 9 3/8" MAX Ap\5'ILL AT VENT CLASS TYPE C01 THRU WOOD FALSE MUNTIN! (SURFACE APPLIED, 64AY BE USEC 'ORES OR XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF MASONRY XOX SIZES MAXIMUM DESIGN LOAD RATING - PS. 6" MAX. EAD/SILL FOR SIZES SHOWN ABOVE OR SMALLER 11 r MAX. 1 h II 11 Ir p II WINDOW 'MEmi _ .1 1 GIA.SS TYPE 'C" 14 7/B" 3" LIAX. HEAD 3" \ CLASS TYPE GLASS TYPE 'B' �_--_ 11 1HT.(-) T.(+) II II JL 11 I' i i I 1 III 11 11 II _ EXT.(+) INC(-) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 01l 80.0 90.0 90.0 130.0 LOAD N A80VE ARE FOR WINDOW VENTS WITH SPR;NG LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES UMff MAX. LOADS TO f80.0 PSF. LOADS SHOIYN ABOVE ARE FOR WINDOW VENTS MTN SPRING LOADED ALUM LATCHES. I II IIC� 11 1 In ' li tl O it A^ 1� II < mil H m 00 p = 3 � Imn �I 11 �I 11 J J p 11 It -I to Qo d m z p IF 133 ❑ I' p 11 iI it 1 'ORES OR XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF MASONRY XOX SIZES MAXIMUM DESIGN LOAD RATING - PS. 6" MAX. EAD/SILL FOR SIZES SHOWN ABOVE OR SMALLER 11 r MAX. FOR SIZES SHOWN ABOVE OR SMALLER WINDOW 'MEmi _ GLASS TYPE 'A' CIA.SS TYPE 'B' GIA.SS TYPE 'C" 14 7/B" 3" LIAX. HEAD 3" \ CLASS TYPE GLASS TYPE 'B' r SILL 1HT.(-) T.(+) I I I 11 I' i i I 1 III 11 11 II _ EXT.(+) INC(-) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 01l 80.0 90.0 90.0 130.0 LOAD N A80VE ARE FOR WINDOW VENTS WITH SPR;NG LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES UMff MAX. LOADS TO f80.0 PSF. LOADS SHOIYN ABOVE ARE FOR WINDOW VENTS MTN SPRING LOADED ALUM LATCHES. f0 O =--71--_ II I I 11 II m I I 11 � it II -+II C 11 1� � 11 1 TO 280.0 PSF. J J p I 1 I I I I I l l i i t 1 1 1 1 1 1 11 32 7/8" 1 33 1/2" 32 7/8" 0524 5/8" _ 50•_MAX- 24 5/8" )A. OPG. -�D.L. OPG.-- -- O.L DPG.s D.L. OPG. D.L OPd. D.L. OPG. 37 5/8" 37 5/8" 29 1/4" 29 1/4" FHT WIDTH VENT WIDTH -� VENT WIDTH VENT WIOTM •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • NO E! : • • • • • • • • GLi 6•CAPOIFIES OBJ •TRIS S:AET ARE : • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION OCCLARATORY STATEMENT OCA05-OEC--219 000 • • • • • • •.• . •• .• . . . .... 0 0 .... •• •• . 07 2015 n 14. I A U XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF TYPICAL ELEVATIONS XOX SIZES MAXIMUM DESIGN LOAD RATING - PS. 6" MAX. EAD/SILL FOR SIZES SHOWN ABOVE OR SMALLER XRNERS FOR SIZES SHOWN ABOVE OR SMALLER O 0G �LL GLASS TYPE 'A' CIA.SS TYPE 'B' GIA.SS TYPE 'C" CLASS TYPE 'E' CLASS TYPE GLASS TYPE 'B' EAT.(+) 1HT.(-) T.(+) 1Ni.(-} EXT.(+) INT.(-) &r.(')INT.(-) _ EXL(+) WC(-) _ EXT.(+) INC(-) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 80.0 90.0 90.0 130.0 LOAD N A80VE ARE FOR WINDOW VENTS WITH SPR;NG LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES UMff MAX. LOADS TO f80.0 PSF. LOADS SHOIYN ABOVE ARE FOR WINDOW VENTS MTN SPRING LOADED ALUM LATCHES. f0 O m FOR METALLIC SWEEP LATCHES LIMIT MAX. LOAC OM v J"288 � U TO 280.0 PSF. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • NO E! : • • • • • • • • GLi 6•CAPOIFIES OBJ •TRIS S:AET ARE : • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION OCCLARATORY STATEMENT OCA05-OEC--219 000 • • • • • • •.• . •• .• . . . .... 0 0 .... •• •• . 07 2015 n 14. I A U p 0 PRODUCT REVISED A9 m.plyi.S wah UN Floc d• p it Idiug Cade �n � R%IflftliOM1 UtlN. 15 y Munni ade Tactual drawing na. W08-81 z 0 6" MAX. EAD/SILL 0 $ C XRNERS QQ O 0G �LL Sa1a�O �ppC J� 1 n f0 O m OM v J"288 � U [ J J p to Qo d m z p p 0 PRODUCT REVISED A9 m.plyi.S wah UN Floc d• p it Idiug Cade �n � R%IflftliOM1 UtlN. 15 y Munni ade Tactual drawing na. W08-81 a � WIJ W2 EDGE 01ST. GE01ST.' �#10 A 3/0' PH SNS = 2 PER CLIP (6— 14 4' LONG WIND LOAD CLIP €ol 21 \ N I • TYPICAL ANCHORS SEE ELEV. I FOR SPACING v j\ o� N L G_E DIST, i TYPICAL ANCHORS SEE ELEV. FOR SPACING SFAI,ANTS_ ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALE SILICONE OR ACRYLIC SEALANT. Y!'FPEiI()1.F5; W1 - 1-1/4' X 1/4' WEEPHOLES WITH PLASTIC GAFF AT 4-7/8' FROM EACH END AND AT MIDSPAN W2 - 1-1/4" X 1/4' WEEPHOLES AT 4-7/8' FROM EACH END AND AT MIDSPAN W3 = 2" LONG WEEP NOTCH AT EACH END W4 - 1" LONG WEEP NOTCH AT 32" FROM EACH END Ir 4 TYPICAL ANCHORS �v —SEE ELEV. _ITAL'TRICRE ___ __ _ ___________ MIAM—DAOE COUNTY M_RO__I I iI Z IMULLION k MULLION ANCHORS SEE SEPARATE NOA EDGENEQF, arnq %v I ; EDGE 06T. \ ul Q TYPICAL ANCHORS QI ' SEE ELEV. pd FOR SPACING I( �Snf e W000 BUCKS AND METAL STRUCTURE NOT BY 7M WINDOWS I Q MUST SUSTAIN LOADS 11APOSED BY GLAZING SYSTEM j E—_ AND TRANSFER THEM TO THE BUILDING STRUCTURE. J( I TYPICAL ANCHORS: SEE ELEV. FOR SPACING n iia° n1A uITaAGON BY'ELCO' (Fu=177 KSI, Fy-ISS K'1) z 0 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES a n 1-1/2" MIN. PENETRATION INTO WOOD (PLEAD/SILL/JAMBS) C)C� THRU 1BY BUCKS INTO CONC. OR MASONRY i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 zi 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) C) 5 p a m DIRECTLY INTO CONC. OR MASONRY 10 Z o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS 0. a ' (GRACE 5 CRS) H N EL INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy — 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) �12" LONG (STEEL IN CONTACT WFFH ALUMINUM TO BE PIAIE OR PAINtEO) �i SILL CUP ADAPTER 7� #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. 9o� gr (NO SHIM SPACE) 1� 0 6 TYPICAL EDGE DISTANC INTO CONCRETE AND MASONRY 2-1/2" MIN. D lf� • • • • • • • • • INjO WQ(p STRUCTURE = 1" MIN. c N•METAL, o a 6 I • • 0 I0 : ETAI- STRUCTURE = 3/4" MIN. h c J' r • • • � � � � � �MW At HERO, SILL OR JANBS SG >< 0.55 MIN. ` • • • • • • • • • C CWAT HEAD, SILL OR JAMBS f'C - 3000 P51 MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm 2000 PSI MIN, A r T En9 r: JAVAb ANMAD _ '--"�•.-_, .�--'� _ --I I'ROITItCT RRVtSC:D CML muplyinjjh UI° Fludd4 • • • • • CA 3578 Hrrildrog Code I 051 3 • • • Acu lilncc Nn t . v • • • • • • • • • • • ['. talion Dlt3 )� ro i S �� ° I `\`7YpICP1 ,x','��•.,.N 5 Oy. drawing no. 3 PER CUA'Eg Nu n C&Frodmicaltnd N/08-81 PR 07 201: • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OPT. TYPICAL ANCHORS SEE ELEV. FOR SPACING mr EXTERIOR WINDOW MOTH VENT WIDTH '/4'MAX FOR SPACING SCREENS OPT�-- WOOD tic EXTERIOR 9? ___ �tINCLOW WITH SEE SE��TE NW 00 VENTS WITH 0 11 00 0 00 SPRING LOADED LATCHE CAN 353a EXTERIOR 7 2m OAR�t8-1 WINDOW WIDTH METAL - STRUCTURE TYPIGL ANCHORS SEE ELEV. FOR SPACING TYPI - --------SCREENS OPT. (C) EXTERIOR WINDOW WIDTH XO IAYOU? OX OPPOSITE (DJ SHOAS TYPICAL ANCHORS SEE ELEV. FOR SPACING v . :v/+" rIBy a W�00 BUCKS A H SCREENS OPT. -- 1/4" I" SH04S ley l WOOD BUCKS r v �MICAL ANCIIORS SEE ELEV. POR SPACING i V Di XON LAYQU V1 8 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DAOE COUNTY APPR,O MULL • • • • • • • • • • • c u �^ SEE SEPARATE NM ` • • • • • • • • ° - �__r • VENTS W11 < < m o • f I • • • • • • • SWEEP LATCHES �_-- — n — .R SFJ. Erg,: JAVAO AHMAO PROI)UCTRHVISEO n l I I M T C L as complying Jth Ow Ffori& ljg�- too ••• II FIA. P /70597• • • • _ CAI 3578 Building Cudo•Qrp524 I "-� �� SLRI:'s OPT.** C-. ,... • • •— • • ` VY drawing . - i- _31 • • _•—• {I ML+m' )ndc r s1 drawmyrt n0. EXTERIOR W08-81 APit 7 2�)lfi �.__._, NTNIOW WIDTH _ wrmow WIDTHSheOF — — — --- — - �-._et 5et —. _ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 -- 3.069 --'moi f I-1.375--.1 1 -"1 1.000 .689 1 . -- 750 1.675 ..__ f .._.._). r 1.425 L ") - 1.250 II I -� 14 WIND LOAD CLIP -1.500 CIO TOP & BOTTOM RAIL I I.o-o �• 1.030 FRAME HEAD -1.750 ---- ❑ .054 .077 �•-1.p80 -• .125 •�p 2.201 _ 1.[75f3 15 MTG. STILE REINF. .3 .563 .DBS '.000 - -2.312-• a 107 �� I SILL TRACK � JAMB STILE .125- 1.000 1.071 2.}t2- C- FIX. STILE REINF. 062 .055 1.255 Typ 31I.-.. ' 1,296 L373 .•f .939 F.- 1.3751.1000 IS46 {.._._ ___ 849 J -_-_ _ -_ - 1.235 SILL CLIP ADAPTER -� 1.750 .062 1A06pp--"{j--� �• IMEETING STILE G1 VrNr IAT - 2.708 .062 TYP. - -1,641 FRAME SILL TOP FRAME SILL BASE ITEM PART / QUANTITY I DRSCRIPTION MA79RIAL WAND./8UPPIJBR/REMARR9 7 TM -1338- -- t FRANE SAL BASE F--1.750 FIXED STILE (SWEEP LATCH) GLAZING BEAD IJ (LAM. GLASS) 6063-f6 3 TM -174 _ 1 _ FRAME S.LL TOP_ FIXED 8063-T6_ 4 TM -132 AS REDD. FRAME JAMB - VENT _- _6063-t6 S .6 iM-13tA A_5 REQO._ -2/VENT FRAME JAA18 _- l%EO-_-_---6093-78 - • .163 -•7 • • TAI-IJB • • TOP AND BOTTOM ._RAIL___-__. 6063-T6 • • • 7 TM -139 1/ VENT JAMB Sf4E MEETING STILE - _ --- 6063-T6 6063-T6 - - 8 TM -140 1/ VENT TM -137 9 I/ VENT FIXED S71LE (SPPoKG LOADED LATCH) 6063-T6 - TM-IJTA 1 VENT FIXED STILE (SWEEP LATCH) - 6067-T8 I SRL TRACK INSERT 6067 T_8_ _ 10 TN - II TN -1331 SILL CUP ADAPTER 1T LONG 6067 T9 AT MTG. STILE LOCARON N-178 1/ VERT _ SPRING LOADED VENC LATCH 3 I/8 LONG 6063 T6 Ai UIO SPAN - X 3/4' t/ VENTMETALLIC 2/LATCI{ AS RECO.- _ ___ SWEEP LATCH SWEEP IATCH MQUNTPLG SCREWS MJ21NGBEAD 0"31NATED CLASS) AT WO SPAN FH SMS +120fla -141A 6063-T9M-181RECD. GLAZING BEAD (INSUL. LAN. G1A55) 6067-76IND LOAD CLIP, 4' LONG I/ STILE MEETING STILE REINFORCING 60837T6 f8 -2/ .. 5711,E _ _-.. 6063-T8 FIXED STILE REINFORCING _ AS RE00. 17 WJtIZS _.__ - _ FlN SEAL N'STRIPPING (270' %.220' MON) ._ WOOL 16 WA371 _ AS RE00. FlN SEAL WSTgIPgNG (.167 % 370' HIGH) WOOL - f9 W43201 AS . REG - - FIN SEAL W'STRIPPING (.187" X .200' HIGH) A-FIESNE BACX CLOSED Cf LL FLWA VENT ROLLER HOUSING & GUIDE - 7/8' X I/2' X t-7/18' LOIN; __ _ _. AT EACH END WOOL 20 P9043 - PUSRC VENT - 72 _ VENT ROLLER/WHEEL BRASS 723 /12 X 1 3/ CORNER _ _ FRAME ASSEMBLY SCREWS P.H.PHILLIPS SMS 24 j110 X 1 2/ CORNER VENT ASSEMBLY SCREWS _ P H PHILLIPS SMS 25 1/ LATCH VENT LATCH SPRING - -S6L ST STEEL - - 26 W31175 AS RE00 FIN W STRIPgNG ( 187 X 175 HIGH) WOOL - 27 -8B TM -151 _ 1 -AS SILL RISER- REQ-. I SETTING BLOCKS IX:ROMETER 8025 SHORE A EPOM I 1-2.31 - .312 _ •.OSS 1.477 1.2E{37 .__..2.312- _ _ .OSS 1.3175 1.277 1.000 .BO4 ..040 382 .540 _- _ .040 .500 -�_�00 �. 3.042 3.283 1 .923-•-I 3.04 �?) FIXED STILE (SPRING LATCH) F--1.750 FIXED STILE (SWEEP LATCH) GLAZING BEAD IJ (LAM. GLASS) (t SULZING BEAD (AM. GLASS) 1.76'- -i .937 1.919 -4.2 � TYP a i 3.042 3.283 1 3.168 RIP LEC AS RFCO. 3.04 t I r -••1 .875!- a E J FRAME JAMB - VENT (6� FRAME JAMB FIXED •• • .062 • • ••• • • • • • •• •• • • • • ••• • • • • • • • • • ••• •• • • • •• 1.919 1.799 PRODUCTRHVISED .. complying With the Plorkle a i I M I Building Cud. )�-Q O Ac7rTllenc. N6 I r Fn irAl' n Uale ) q a E v Hy Ene JAVAO AHMAD 1 no. CML • .163 -•7 • • • • • • • • • • :0: •• • • • FLA. PE J 70592 CAN. 3 38 27 SILL RISER 0:0 • • ••• • • • •• •• •• • 0 • • 600 • • • • • • • ••• • • •• 0 • • • •• 0 Z 080 a O N O ''1 Q a � � Ya8yy �r�Po�N cs W 3 oox rL W J d p Z � g�U 6 isW zom (L O 3ZZ � � J W F �a PRODUCTRHVISED .. complying With the Plorkle a i I M I Building Cud. )�-Q O Ac7rTllenc. N6 I r Fn irAl' n Uale ) q a E v Hy Mi:u "Dmk Pro Ic nn I drawing no. (2) /12 a I I { PH. SMS. ASSEMBLY 41 ,99 TOP CORNER 4ENr TOP CORNER x I' PH. SMS. (2) /10 ASSE .. •.• • • • • • • . • . • • • • • • • �CEf. MT% r�n�Laononi CORNER 0 x 1 • PH. SMS. FIXED MTG, ML TOP CORNER FL \.(2) /10 x i' °HISS • Pu PE ,� ASSEMBLY SC�EW� • • • • • • • • CA.N. V Nr MEW COPNER •• • •0 00 00 0 • • • • • • •.• . . f . . ..... . ... . ...... . .... . . •... . MAO PRODucr RBVISr.D 1591 to annplying.eeh tba Florid. i 5 guildiugCodd c� A"cpl-,. Na e(p im�iv( mj, o drawing no. W08-81 072a - IAMI•DADE TARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) ►ARD AND CODE ADMINISTRATION DIVISION ANCE N1, W Impact Windows, LLC 5 S. Congress Avenue, # 102 dray Beach, FL 33445 MIAMI -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.,gov/economy_ his NOA is being issued under the applicable rules and regulations governing the use of construction iaterials. The documentation submitted has been reviewed and accepted by Miami—Dade County RrsR— roduet Control Section to be used in Miami—Dade County and other areas where allowed by the Authority aving Jurisdiction (AHJ). Ws NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product ontrol Section (In-Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade CoujiVAreserve to right to have this product or material tested for quality assurance purposes. V this, produc"t.or. OateriaL..... As to perform in the accepted manner, the manufacturer will incur the expense or%1661 Testing ar"Qt a AHJ [ay immediately revoke, modify, or suspend the use of such product or material lt�itltisr their- uL isdictionr • • • • • ER reserves the right to revoke this acceptance, if it is determined by Miami—DadVitbafity Product Contro: . eetion that this product or material fails to meet the requirements of the applicablo,6tSZding co(4..;. • his roduct is approved as described herein, and has been designed to comply �ilh *the Florid Buildini ode, inclu mg . IESCRIPTION: Clipped, Extruded Aluminum Tube Mullion �iu�mruhe ...... R • Nl6ion;', she;" J:throug5 * *' • 3 of 18, dated 10/01/07, with revision E dated 02/15116, prepared by M-FarooqCorporation; signed an;•... :alcd by Jawad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stainl?4th the otice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. ZLSSILE IMPACT RATING. Large and Small Missile Impact Resistant ,Ai3ELING: mach unit shall bear a permanent label with the manufacturer's name or logo, city, state, ode]/ series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise )ted herein. :ENEWAL of this NOA shall be considered after a renewal application has been filed and there has been > change in the applicable building code negatively affecting the performance of this product. 'LRMINATION of this NOA will occur after the expiration date or if there has been a revision or change the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement ' any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure comply with any section of this NOA shall be cause fbr termination and removal of NOA.. DVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and flowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is splayed, then it shall be done in its entirety. VSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its stributors and shall be available for inspection at the job site at the request of the Building Official. ris NOA revises NOA No. 12-0221.09 and consists of this page 1 and evidence pages E-1 and E-2, as ill as approval document mentioned above. re submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0715.04 Expiration Date: November 21, 2017 21 �9�1 Approval Date: February 25,201,6 Page I NOTICE Ole ACCEPTANCE: EVIDENCE SUBMI'T'TED DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-1016.06) 2. Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets I through 18 of 18, dated 10/01/07, with revision E dated 02/15/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 nVA d -single ,:: hung and fixed windows, prepared by Hurricane EngineerinL&- 6iesting, jpj�, Test • Reports No. HETI-07-4107, dated 03/26/07 and HETI-07-4115rdated 04007, 07, both...:. signed and sealed by Rafael E. Droz-Seda, P.E. 609:00 . (Submitted render NOA No. 07-1016.06) : 0 0 * 0 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : . ..: ..: . ... ..... 2) Unifot7n Static Air Pressure "lest, Loading WjjW, J'A'S X2-94 3) Water Resistance Test, per FBC, TAS 202-94• • • • 4) Forced Entry Test, per FBC 2411.3.2. 1, an(h A, 202—ct4 along with marked -up drawings and installation diagram of sed ies � 00 tr alledsingle.... hung windows, prepared by Hurricane Engineering & Testing, inc., Test lVegit No. HETI-07-410$, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 07-1016.06) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with F.SC 511' Edition (.2014), dated 07/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.F. QUALPI'Y ASSURANCE I. - Miami -Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. Manuel Pe Product Control xa iner NOA No. 15-0715.04 Expiration Date: November 21, 2017 E-1 Approval Date: I+ebruary 25, 2016 F. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), and of no financial interest, dated May 19, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07-41.07, dated 03/26/07, HETI-07-4108, dated 03/26/07 and HF,TI-07-4115, dated 04/09/07, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NDA No. 07-1016.06) OTHERS 1. Notice of Acceptance No. 12-0221.09, issued to S1W Impact Windows, LI�C'�E�oz� their Clipped, Extiltded Aluminum Tube Mullion — L.M.., a Ti 0 ppv %A :on 0412.(VJ2 and • expiring on 11/21/17. ......oleo .... ...... ...... ...... ... ..... . . . . ...... Y�PP a Manuel P r ., P.E. Product Control miner NOA No. 15-0715.04 Expiration Date: November 21, 2017 E-2 Approval Date_ February 25, 2016 ' I TUBE MULLION 5EE SHEET 2 FOR SIZES AND SHEET 3 FOR CAPACITY c.� _ l' TUBE MULLION SEE SHEET 2 FOR SIZES AND SHEET 3 FOR CAPACITY Y_..___ _ __� _ I I I f II I TUBE MULUON --- SEESHEET 2 FOR SIZES AND SHEET S FOR CAPACITY FOR CAPACITY -Fr n'T T WINDOW FRAME II'I i SEE SEPARATE NOA 1 i IIl iiir I / FOR CAPACITY I I J�iG R� 1 TUBE MULLION SEE SHEET 2 FOR SIZES AND SHEET 3 FOR CAPACITY DOOR FRAME SEE SEPARATE NOA FOR CAPACITY SEE SEPARATE NOA FOR CAPACITY C ' II.. } IIr_J t� �i i I I lI_ •. li l I MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING =RFf=TAN9" AR Al 111111III IM III �a 4. u3 USING MULLION PROPERTIES ONLY 2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SEE SEPARATE NOA'S FOR WINDOWS/DOORS IMPACT AND LOAD RATINGS. J i N a LOWER VALUES FROM MULLION APPROVAL OR WRNDOW/DOOR NOA 0 WALL APPLY TO ENTIRE SYSTEM`-_, IF] THIS PRODUCT HAS BEEN DESIGNED NTD TESTED TO COMPLY WITH THE EDITION) FLORIDA BUILDING COOS INCLUDING 0 y REQUIREMENTS OF THE 2014 (STH HIGH VELOCITY HURRICANE ZONE (WIZ). U n 0 G of � I ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE 00 - R4 8 APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD. WATER 0 0' G H INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 0 d C WOOD BUCKS BY OTHERS, MUST DE ANCHORED PROPERLY TO TRANSFER a, 0 LOADS TO THE STRUCTURE. Q W ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). LL 2 p Q W W ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETALS ARE NOT PART OF D9S APPROVAL A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. e MATERIALS THAT COME INTO OTH BUT NOT UNREO i0 STEEL/METAL MEET THE CONTACT WITH OTHER DISSIMILAR MATERIALS 514LLL MEET THF. REQUIREMENTS WITH OF THE 2014 FLORIDA BLDG. CODE. 7 U a MANUFACTURERS LADEL SWILL BE LOCATED ON A READILY VISIBLE LOCATION O h IN ACCORDANCE WITH CURRENT FLORIDA BUN DING CODE. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 OEIERMINE DEStM LOAD REOUIREO PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MINA -DARE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE GLAZING PRODUCT CONNECTION TO MULLION AS AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. STEP 5 USING ANCHOR TYPES WYD ANCHOR CAPACITY CHARTS ON SHEETS 4 THRU 18, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. •• ••• • • • • • •• • • • • • • • • • • • .. ... .. . .. .. I'RUDUCT REVISED EN,: AAVAD AHMAD s complyin8 u'Nh IIIc Fbfida 0 I M. PE PL 70592 builJiug Colo a 7:, CAN. 8 qq • • •5•r.•pWn�'c K. •4 I [ I' • •itpu9lion [�10 LQ • • `"':f� Gri�1 • • ♦ivnl 9UTIIR"o jpd co�yrljj'E ' ^'I" i i • HESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 drawing- no. M07-04 I ,.000 1 -{ 1.000 ��- .375 125 4 TYR 4.000 4.000 3.000 .125 TYR _3( 5 4.500 1.250 125 Ix .9502 al\4 Ix 2.0374 NI\4 Ix = 3.1878 10\4 Ix = 4.2421 W\4 Sx .6335 IN\3 Sx 1.0187 IN \3 Sx 1.5939 IN\3 Sx 1.8654 rN\3 1 x 3 1 X 4 1 X 4 1-1/4 X 4-1/2 -M—MLU. UM STD. MULLION CUSTOM MULLION CUSTOM MULLION 6063-T6 6063-16 6063-T6 6063-16 r- 2.000._ •1 1- 2.000-1 Irte -2.000--•1 �- 2.000-•� 125 TYP. T _ .125 ,250 6.000 5.000 TYP. TYP. 4.000 4.000 I— L Ix -2.9762 114\4 Ix .• 5.3073 M\4 Ix - 8.2757 :N\4 Ix - 15.2031 IN\4 Sx _ 1.4881 IN\3 Sx 2.6536 IN\3 Sx = 2.7586 IN\3 Sx - 5.0677 IN\3 2 X 4 2 X 4 2 X 6 2 X 6 �IS'S6fV`!Y HhAVT MULLION SID. MULLION HEAVY MULLION 6063-T6 6067-T6 6063 -IB 6063-T6 .690-• { 2�0 • 1.530-^{ 3.750 _ NO OPTIC, MULUDN CLIP (6043-76) (ALT. To ANGLES) CLIP LENGTHS MUST BE CUT TO PIT S INTO IBY TUBE MULLIONS. Ix = 17.4502 YI\4 Ix 40.7060 w\4 1.690 Sx = 4.3625 IN\3 Sx 10.1770 IN\3 — -- 2 x6 a x a STD. MULLION STD. MULLION • *09 • • SOS -946 • • • GO63-T6 . t 25 • - rrr _ 2.500 • • • • • • • • • - -` 1 030 C=I • • • • • 9 • • • • THESE MULLIONS CAN ONLY 9E USED WITH j fl • • • • Ol • • • SIW GLAZING PRODUCTS �Jf • ••• •• .P •\• NOTCH En9r. JAYAD AHMAD 7.750 OPTIONAL .125 a CML III FLA PE / 70592 NOT a.ao Ix 4.6538 iN\4 Sx 2.4269 IN\3 4 X 4 STD MULLIQN 6063-T6 125 TYR a. 000-1 a rZ S 125 TYP."0 6 o 6.000 a• � w O �io'i� O d0ti O late - Ix 16.9059 14\4 {L IN Sx .• 5.6353 IN\3 j 0 b 6 x 6 _ STD MULLION 6063-T6 m 8.000— Z 141 + 2.000 CAN. 3336 NAL • • • • • • • • • •1 2" MULLION CLIP (6063-T6) t� 2- • • (•- •.oc•-»I • • • • • I/2' (ALT. TO ANGLES) '-T4I�.• • • • • • NUG t— AZ"N' CUP LENGTHS MUST BE CUT TO FIT SNUG ANGLE CLIP INTO 28Y TUBE MULLIONS. ,1z5_ TYP. IGO I'ILUUUL'T REVISED • ar cunrplyiu6 arilb l{w Iwida - • • ••• D,dIal16cam - 0 7 1 5 0 4 • IiccePlalce No � 2017 L•.x imeun Dma-N By ado Product I 2.000 CAN. 3336 NAL • • • • • • • • • •1 2" MULLION CLIP (6063-T6) t� 2- • • (•- •.oc•-»I • • • • • I/2' (ALT. TO ANGLES) '-T4I�.• • • • • • NUG t— AZ"N' CUP LENGTHS MUST BE CUT TO FIT SNUG ANGLE CLIP INTO 28Y TUBE MULLIONS. 6063 -TS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. M07-04 1 DESIGN LOAD CAPACITY - PSF (TULIP. MULLIONS) DESIGN LOAD CAPACITY - PSP (TUDX MUI33ONS) • • • ••• 1_1/4 • 1 6 X S 2 X 8 STD. NINDOII DIME._ 1% 5 1 X 4 I X 4 4-1/2 2% 4 2 X 4 2% e STU. WINDOW DIMS. '810tH (11� MULL SPAN 4 X 9 STD. l K d STII, 1 X 4 CUSTOM STD. 1-1/4 4-1/2 CUSTOM 2 X 4 STD. X X 4 HEAVY 2 X 8 STD. WD. B X 8 SID. 2 -g HEAVY NINDON DIMS. WIDTH (W) ANLL SPAN 1 X 5 STD. I E A STD. 1 X 4 CUSTOM _ 1-1/4 4 1/0 CUSTOM 2 X 4 STD. 2 X 4 HEAVY 2 X 6 STD- STD. 8 X 8 z. HEAVY 19-1/5' 26-1/2' 30' 37' 41' 48' 51 60' 86' 72• 36-1/6' 130.0_ 130.0 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8' 26-1/2' 30' 37" 42' 46' S4' 60'-_ 66' 72' 78, 64.3 4G.4 11.0 33.2 - - -_ - - _-44.0_ 130.0 99.5 87.9 71.3_ 30.0 130.0 130.0 130 0.0 130 130.0 170.0 130.0 130.0 170.0 130.0 - 130.0 130.0 130.0 130.0 130.0 130.0 130.0 _I 13_0.0 130.0 111,6 IJ0.0_ 130.0 IJ0.0_ 130.0_ 12.8.4_ 104.1 91.7_ _ 80.3 _170.0 _ 130.0 1]0.0 130.0 130.0 130.0 _130.0 130.0 _130.0 130.0 _130.0_ 1]0.0 1300130.0 61.0 130.0 170.0 130.0 I30.0 130.0 _ 130.0 130.0_ 1JO.0 130.0 130.0 130.0 130.0 130.0_ 130.0 130.0 130.0 _130.0 130.0 170.0 130._0 170.0 130.0 130.0 730.0 130.0__130.0 130.0 170.0_ 130.0 110.0 130.0_ _1]0.0 130.0 62_8 54.9 48.8 98.3 60.0_ 76.4 _ jt.$ 127.5 _ 1115_ 99,1 69.2 81.1- 74.4 130.0 130.0 130.0 1300 IJ_0.0 130.0 123.0 130.0_ 130.0 130.0 130.0_ 71.4 64.2 _127.2_ 114.5 130.0 130.0 _130,0 _112.5_ 103 .2 130.0 1.0 30 130.0 130.0 130.0 -130.0 130.0 130.0 _1]00 1301.0 _130.0 130.0 1.30.0 130.0 130.0 - - 4_0 .0 36.6 62.5 57.3 56.4 53.5 10_4.1 95.4 118.7 106.8 130.0_ 130.0 19-1 6' z6 -I/2' 30' 17' 42' 46' 54' 60' 66' 72' So -5/6' 130.0 �lao_ 130.0 115.3_ 101.8 130.0 130.0. 130.0 13D.0 130.0 130.0 _..170.0__ 130.0 130.0 130.0 130.0 _.10.0 13_0 0 130.0 IJ0.0 130.0 1Jao 130.0 130.0 _i30.o 130.0 130.0 _170.0 130.0 "Do 170_.0 130.0_ 19-1/8- 26-1/2• 30" 37' 42'76.7 48' 54' 60' 86• 72' 84' 51.5 _ _ J1.Y 110.4 79:7 130.0 iz4.7_ 130.0 _ 130.0 130.0 40.9 130.0 1,30.0 n8.a _130.0 1JO.tl l]o.o_ IJO.o_ 110.2 130.0 102.8 110.0 170.0 i 30.0 130.0_ IJ0.0 130.0_ 170.0_ 130.0 130.0 130.0 170.0 _32.8 _70.4 60.3 118,8^ 81.4 130.0 130.0 130.0 _ - _57.1 - 101.7 73.5 110.0 114.6 130.0 130.0 170.0 130.0 E&9 79.0 IJ0.0 127.2 110.0 130.0 13(1.0 130.0 130.0 170.0_ _30.6 44.0 688 91.6 64.3 130.0 130.0 IJO.O_ 130.0_ _110.0 130.0 39.1 61.2 61,4 57.1 101.9 125.1 130.0 71.1 64.7 114.5 132'48* 130.0 170.0 130.0 130.0 130.0 l- 55.1 73.3 51.4 91.7 212.6 102.3 170.0 130.0 104.1 _130.0 130.0 130.0 130.0 130.0 130.0 130.0 Z _35.2 32.0 50.1 96.6 _ 46.7 63.4 59.3 95.4 130.0 _ 130.0 _ 130.0 130.0 110.0 170.0 - 45.9 61.1 42.8 76.4 93.6 130.0 i9-1 8' 20-1 2 _ .41 5 122.1 130.0 13D.0 130.0 130,0 130.0 130.0 19-1/8 26-1/2' 30' 1. 42' 48' 54' 66' T2' 98• 34.5 74.0 1I5.6 130.0 106.1 130.0 130.0_ 122.5 170.0_130.0 13_0.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 34.3_+ 30.0 130.0 13 0.0 _100.0 170.0 130.0 130.0 110.0 - 53.4 53.5 111.2 98,2 76.0 66.9 30' 37' 42' 48' 54' 60' 68' 72' _08.1 _ 71.8 -1,56-0 130.0 130.0 130.0 130.0 130.0 130.0 i3o.o 130.0 130.0 _- - 47.2 38.2 73.6 59.8 63.1 55.6 119.9 165.6 130.0 130.0 130.0 79.6 70.1 55.9 {II ___. 99.6 87.7 _..- 76_9 130.0 123.1 _107.7_ 95.8_ 130.0 130.0 130.0 130.0 130.0 130.0 - _ _- - 33.7 _.. ___.. _ - 52.7 _.._ 46.1 33.5 30.7 46.8_ 47.2_ 92.4 62.2 130.0 130.0 130.0 130.0 120.0 __. 1300 1304 ...__ 130.0 170.0 130.0 _1304 130.0 130.0 130.0 i 30.034.4 130.0_ 130.0 _._._ 81.4_ 54.6 44.6 40.9 43.1 38,3 31.3 - 126.5 38.9 77.9 _ _87.2 61.5 1 13.7 _ 105.1 96.4 1_08.0 98.2 90.0 130.0 130.0 130.0 _66.2 _01.4 _ 55.8 51.2 96.2 76.4 71.6 130.0 130.0 1]0,0 35.4_ 12.4 _170.0 124.3 114.0 19-1/6' 78-I/2' 30' 37' 42' 48' 54' 72' 74-1/" _ 74.6 53.8 _ 47.5 --,30.5- '33'0 _1_1_11.__ - _130.0 I15.4 101.9__130.0 62.8 _.__.._1. 72.8 83.7 50.6 3 OL _170.0 129.3 113.9 _^_ 99.7 __..._._ _130.0_ 130.0 IJ0.0 ___ 130.0 ____- 123.1 130.0 130.0 130.0 720.7 -_ 106.4 - 93.1 _170.0 IJ0.0 130.0 130.0 _ __ 130.0 __� 130.0 130.0 730.0_ 130.0 130.0 130.0 130.0 30.0515 _210-_51 __I JOA_ IJ0.0 1]0.0 130.0 __ 1JO,D 26-1/2' 30' 37' 42' 46' 54" 60' fib' 72' 108, _-- - - - ' ]7.5 ->J.1 81.3 58.7 108.2 7&I 75.9 549 48.4 130.0 87.7 _130.0 130,0 130.0 130.0 51.8_ 69.0 00.3__ _130.0_ 109.1 1]0.0 130.0 _ - 42.0 55.9^ 39.2 70.0 - __ 37.0 49.3 -_-. 34.6 .__ 8L.8 96.1 __ 94.1 130.0 130.0 - -- 32.4 _ 43.1 _ 30.2 53.8 __ 109.4 82.7 730.0 130.0 130.0 - - - 76.3 47.9 _. 74.7 130.0 _ _ St.O 46.3 _86.8 %9.7 ^72.5 98.5 89.5 74.4 170.0 130.0 130.0_ -- _ _- - 14.5 43.1 67.1_ 123.6 677_ 110.7 170.0 IlO.O _- - -- _- 32.} 40.4 - 51.2 :11723 1 103.0 425 68.5 82.1 62.0 110.6 1 120.1 1 t300 1 - -- 58.1 DESIGN LOAD CAPACITY - PSP (TUBS MULLIONS) I 1 �X 4 SfD. l GLAZING VERTICAL PRODUCT 3 _-MULLION GLAZINGGLAZNO PROOUCT PRODILX:1,°�- PRODUCT III PRODUCT ALL LOADS ARE EXT.(-t)/INT.(--). -MUI $ .. LION SPAN i o m i8 M ••• • • • • •• ••• • • • • • • • • �0,m„a�, • • • • • • • • • TYPICAL MULL ON ARRA.N�ENTS = • • • • • • • 000 • c. .• ... .. 1111 -WI + w7 -I NOTE: ( WIDTH (W) E ,: VAD MMAD = '• MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED I=IIOHR DUCTVISRI) �___ Z eS ---- I YAD I It «I VERTICALLY OR HORIZONTALLY. c: AVIn I u riID 1801'IOTI l6 FIA. PE / 70592 ? 1 \II PY 61 (INTERPOLATION BETWEEN WIDTHS ALLOWED) HuilUingColk - T Ii'ali7 11611UIID•ICrawing n0. LM07-04 M U LLI O I N r ? � • • • THESE MULLIONS CAN ONLY BE USED WIIH _ SIW OtAZINO PRODUCTS shoe! 3._of 18 ••• • • • • ••• 1_1/4 • 1 6 X S O r 2 1 �0 NINDOII DIME._ 1% 5 1 X 4 1 T 4 4-1/2 2% 4 2 X 4 2 X 8g (•' W iw01H (W) 361LL SPAN TO. TU. CUSTOM CUSTOM STD. HEAVY STU. HEAVY Q a .NI 19-1/8' •• - 37.9 • • 58.3 98.7 430.0 130.0 OJ 26-1/7' _- _ - _59.3 42.8 _78.9 5619 _ 39.9 71.2_ 111.0 110.0 �ir1 C7 CL 30' - - 3718 50,3 335 62.9 96.1 _130.0 O r 37' _ - _ - 30.6 - 61.0 79.5 130.0 0 t a 42• - _40.6_ 35.8 -4 Z-9 YO.i 128.7 tM 48' 120' -_ 39.3 81.3 112.6 34.9 54.55 100.1 4 G G 60' - 73.1 49.0 90.1 0 N q0 66' 7Z' 40.9 75.1 Z N LL F I O 59.341.6 74.1 115.6 130.0 26-1/2' - -- _44.5 32.1 42.951 _- 814 130.0 Q y1 p f 30• - - 37.5 47.3 73.1 37' - _30.6 _38.3 _59.8 109.8- 42' 339 52.6 967 132'48* V),. 54' 40.9 75.2 Z _ U 60' - _-_ 67.7 zI JO .. _..�_ _38.8 33.5_ _ .41 5 J I d 72' - 32.0 _ 5_7.1 30.7 89.0 56.4 1_30_0 :2 (/) 00 } '� 34.3_+ 45.6 _ Q 26-1/2' -- - - 32.9 - - - - 41.2 _64.3 118.0 LO j Z 1 3D' _ - - - 36.4 56.8 104.3 N N 37' 144' 46.0 845 Of 3: m 42' __ _ - _--- _ _ _ _ _ 40.5 74.5 :E F - Z U I 48• - _ _ _ _ _ _ 35.5 65.2 Z 0 0 m n 54' - - . _ 31.5 57,9 tn J v ARCHES TO BE INSCRIBED INSIDE RECTANOULAA %WE HORIZONTAL MULLION flu rn c, t GLAZING VERTICAL PRODUCT 3 _-MULLION GLAZINGGLAZNO PROOUCT PRODILX:1,°�- PRODUCT III PRODUCT ALL LOADS ARE EXT.(-t)/INT.(--). -MUI $ .. LION SPAN i o m i8 M ••• • • • • •• ••• • • • • • • • • �0,m„a�, • • • • • • • • • TYPICAL MULL ON ARRA.N�ENTS = • • • • • • • 000 • c. .• ... .. 1111 -WI + w7 -I NOTE: ( WIDTH (W) E ,: VAD MMAD = '• MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED I=IIOHR DUCTVISRI) �___ Z eS ---- I YAD I It «I VERTICALLY OR HORIZONTALLY. c: AVIn I u riID 1801'IOTI l6 FIA. PE / 70592 ? 1 \II PY 61 (INTERPOLATION BETWEEN WIDTHS ALLOWED) HuilUingColk - T Ii'ali7 11611UIID•ICrawing n0. LM07-04 M U LLI O I N r ? � • • • THESE MULLIONS CAN ONLY BE USED WIIH _ SIW OtAZINO PRODUCTS shoe! 3._of 18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 X 2 X 1/9-.. a ALUM ANGLE TYPICAL ANCHHORS 1 - 1 PER ACiE /14 SMS \� O I 2 PER ANGLE ti . - .✓ MULLION 1/2" BLOCK TRIM LEO n t� f TYPICAL ANCHORS 2 PER CUP --� MULLION 1/2' AS REOD. P MIN. ALTERNATE j I/ ANCHOR LOCATION -B _ / I 3 eJ' MIN. MIN. MUWON-1 � .- MULLION _ 1 TYPICAL. ANCIIORS TYPE 1V2' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1BY BUCKS INTO CONC. OR MASONRY SEE SHEET 6 FOR ANCHOR CAPACITIES BLOCK •• ••• • • • • •• • •• • • • • ••• • • • PR0 0 1IC'T RL•f S'HU • • • • • canp{yill� �ri61 ILe FluBda U"ilding Cods _ A—plaKI 11110 fw,r0110 l Un: t zo11 0 4 • • • • • � � dE P[•1LIG L:UII�II/ • • • • • • • _ • _• -! CAN ONLY A USEI WITH' SIW GLAZING PRODUCTS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITA OA.N PE ` 7 09592 14M 2 H oo N IL W 0 = 0 aRap8 gQQa„ °��� ,I is a z"f 0 Q W • F drowing no. M07-04 I 2 x 2 x 1/8"_. X11 ALUM AN _ _ 4. vo11 FLOATING CLP J T 1 PER ANGLE / n 3 TYPICAL ANCHORS Z n 3 (D 2 PER4 sms ANGLE C 2 PER CUP — I.. �' , 7 + i L41A N- F MULLION 0 L O< g I 1/2• 1/2' , �� 0 d N Y� O FZ'4W/FILLEO BLOCK MAX. /Z0UL0W/FILLFO BLOCK a w p' ,. �CONCRE iE /CONCRETE LL Z po rThySTRUCTURE M/FIAI STRLOCTURE j Z to LL.. a TRIM LEC � � AS REOB. — - �1 3' MIN_ _ ALTERNATE_ j// ANCICII LOCATgN MIN z p MIN, � / � J O y3 r7z= ?rL I W II Q 7 -- IRS m I Z N W •'n -----J.......... LL. J V Z n Z fD MULLION MULLION U N a Arno � MUWON 'r_----� BOATING CLIP MU77 PIER CCAL LWCHORS Y n CONCRETE '1'YPICAI. ANC If ORS ,I'YPG 'D2', 'C2'. 'h42' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 6 FOR ANCHOR CAPACITIES •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• I'RODUCf REVISED Engr: JAVAOAHMAD s-mplywr'"ilb lYc hlorlda 1 k AccjII9IwCKuG—O7 0 4 FLA PE/70592 '1535 _ rmt C.A.N. ,• .... • bfia +i o Proor nal+ • • • • • • • • — •-- ------•--•—, THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PR00VCT9 J ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I II o Q3 drawing nlo. M07-04 ' DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. NCHORS TYPE WINDOW DIMS. ANCFIORS TYPE WIN 19-I/8' 26-1/2' 30" 37" 12" 48' 54' 60' 66 72" 130.0 117.7 BS.O _ 75.0 60.9 130.0 130.0 130.0 130.0 13_0.0 130.0 130.0_ 130.0 19-1/8' 26-1/2" 1. 37" 42" 40' 54" 60" 66' 72' 99.6 71.9 63.5 51.5_ 45.4 39.7 __57.9 41.6 35.9 29.9 26.4 23.1 _129.0 93.1 B_2.2 _68.) 58.7 51.4 130.0 108.8 98.1 77.9 68.7 60.1 59-1/8' 26-1/2' 30" 37" 42' 18" 54" 66' 72' IJ0.0 129.1 104.7 92.2 53.6 119.4 130.0 60.7 71.7 46.9 41.7 104.4 92.6 122.1 f08,5 35.3 31.8 28.9 _20.5 - 45.7 37.4 _5_14_ 64.5 50.7 37.5 34.1 83.8 76.0 97.7 88.8 43.7 53.8 31.3 69.6 61.4 25.5 --- 34.3 40.1 ' 6-1/2' 30" 37' 42' 48" 54" 60" 66' 72` 50-5/0 130.0 89.2_ 130.0_ 130.0 130.0 130.0 19-1/8' 26-1/2' 30" 37" 42" 48' 54" 60' 6fi` 72' Ba, _92.5 66.8 53.8 38.8 119,8 86.4 130.0 101.0 26-1/2' 30" 37" 42' 48' 54• 80" 66' 72' 110.8 54.4 97.8 56,9 126.7 1}0,0 59.0 34.3 76.3 89.3 79.3 _69.9 _61.2 54.4 48.9 _44.5_ 40.8 46,1 40.6 35.B 31.6 26.4 25.4 102.7 90_.5 79.2 _ 70.4 63.3 57.8 120.1 105.8 9_2.6 82.3 _ 74.1 _ 87.3 81.7 47,8 42.1 27.8 24.5 61.9 54.5 72.4 63.8 36.9 32.8 _ 29.5_ __28.$_ 24.6 21.4 _ - - --- - 47.7 42.4 38.2 34.7 31.8 55.8_ 49.6 44.6 40.6 _ 37.2 23.7 _ 52.8 I9- --i/2 30" 37" 42' 48' 54- 60' 66" 72' \ ` } 1(6�-1./ 123.3 71.7 -51.8 45.7 I}0.0 115.2_ 101.8 130.0 13_0.0_ 119.0 19-t/8' 28-1/2' 30" 37" 42' 48" 54" 80" 68` 72' 96, 00.9 58.4 _ __St.6 41.6 36.9 47.1 34.0 1.0_4.8 122.5 19-1/8' 25-1/2' 30" 37• 42' 48' 54' 60" 66" _ 30.0 2_4.3 21.{ _75.6 _ 66.8 _54.2 _ 47.7 _88.4 78.1 63.3 55.6 53.8 58.2 _ 37.1 32.7 82.5 9_6.5 _ 85.0 72.7 49.1 43.7 _28,6 25.4 63.6 56.5 74.4 66.1 _32.3 28.7 - 41.8_ 37.1 33.4 _ 48.8 43.4_ 39.1 39.3 27..9 50.9 59.5 2S.B _ 35.7 20.8 46.3 54.1 23.5 21.5 _ _ -_ - 30.4 27.A 35.5_ 32.8 - 42.4 49.6 32.5 19-1/6' 26-1/2" 30" 37" 42' 48' 54" 60" 68" 72' 74-1/4' 104.7 75.5 60.8 130.0 130.0 19-1/8' 26-I/2" ]0' 37" 42' 48' 54' 60" 66' 72' 108" .9 41.8 93.1 108.9 43.9_ 97.8 114.3 -71 _51.9 45.9 _30.2 26.7 67.2 59.4 78.6 89.4 66.7 34.1 47.7 41.7 37.1 36.8 31.4 27,7 -24.2- 21.5 - - -----36.0 86.4 70.0 61.7 54.0 101.0 81.9 72.1_ 63.i 37.2 21.6 48.1 56.3 32.8 42.4 49.6 28.7 25_.5_ 22.9 20.8 - - - -_-- - 37.1 33_.0 43.4 48.0 _43.2 39.3 56.1 _50.5 45.9 42.1 38.6 34.7- 31.6_ 28.9 __33.4 _29.7 27.0 24.7 30.1 27.8 ALL LOADS ARE EXT.(+)/INT.(-), NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 4 & 5 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) DESIGN LOAD CAPACITY - PSF V TYP�AI�ANc;HO 2�5.' DOW DIMS. ANCHORS TYPE J g I 64.8 37.6 918 96.0 W2: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z R .s _46.7_ 27.2 60.5_ _70.7 1-1/2° MIN. PENETRATION INTO `HOOD k Y o 3 24.0 41._ _ _53.4 625 G J _ _ W2: THRU IBY BUCKS INTO CONC. OR MASONRY Q a 33.5 1-1/4" MIN, EMBED INTO CONIC. OR MASONRY oR 29_5.38.2 44.6 120" - - - 02: DIRECTLY INTO HOLLOW/FILLED BLOCK 33.4 311 1-1/4" MIN. EMBED INTO BLOCK 29.7 34,7 O G y h o 20.6 28.7 31.2 C2: DIRECTLY INTO CONCRETE V u a 24.3 284 1-1/2" MIN. EMBED INTO CONCRETE C S E M 8 0L0Q 4. - - 22.3 26.0 1 /4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRs) 0 a 58.9 14.2 _76'89.1 a 42.5 24.7 55.0 64.3 2 O h - M2: INTO METAL STRUCTURES _ Q m 37.5 21.9 48.6 _56.8 STEEL 1/8" THK. MIN. (Fy = 36 KSI hltN.) LL Z ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ,A u 30.4 -_ _39.4 46.1(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Q w m S 26.6 34.7 40.6 132- 23.5 30.4 35.5 TYPICAL EDGE DISTANCE <.- 20.8 27.0 31._6_ INTO CONCRETE AND MASONRY = 2-1/2" MIN. n -- - 24.3 284 INTO WOOD STRUCTURE = I" MIN. (n -__ _ 22.1 25.8 INTO METAL STRUCTURE a 3/4" MIN. Z1.O r N N 20.2 23.7 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. I 0 89.9_ et.7 CONCRETE AT HEM, SILL OR JAMBS Pc - 3000 PSI MIN. j 16 38.9 _2_2.6_ 5_0.4 _ _58.9 C-90 HOLLOW/FILLED NORMAL WEIGFR BLOCK AT JAMBS I'm = 2000 PSI MIN. _20.0- -44.5 _52.1_ W M 422 1 j _ _ 24.6 - 51.8- 3 7 .2 PRODUCE ILEVJSED � F- 21.5 3 w n 144" - ---- 3. mcmnplying-ithilID410faa ! (, t U 4 �= w 21.5 - 27.8 _32.5 ❑udJil>c C0d9 (1 7 1 1 F- C9 U .-- -- - Accv7itMK0 N0 V 9 17 7 V o r4 _ 24.7 28.9` Px limtiwl Dlnc , L01) z pa" U Do `•' _-_ - 22.3 26-0 D VI1 20.2 23.7 Ity a T, ndc 10cucl 0011 -3 J aI Fn�Lpo MULLION ANCHORS II�_ PROPRODUCTPRODUCT GRAZING GLAZING MULLION ANCHORS :1 HOR120111AL MULLION ARCHES 10 BE INSCRIBED /-INSIDE RECTANGULAR SHAPE 00 �• • W1 • •+I•-• H 5 -J 00- 00. - • 000 • • MULLION SPAN .J •• ••• •• • • • •• TYPICAL MULLION ARRANGEMENTS Eng,: JAVAB AN14AD CML FU. PE 1 10592 •• • 111 0112 C.A. 538 • •t• WiiTII'•(w)i� ••• .f.l. • • • • • • • • • • • •• • • •• • • • THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS 0:0 •• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 L Will drawing- no. M07-04 2x 2x 1/9- u a ALUM ANGLE �_ _ m TYPICAL ANCHORS_ •1 2 PER ANGLE o / 2" MIN._ 3 / -• / TYPICAL ANCHORS 11 J14 SMS_ 4 PER CLIP 2 PER ANGLF. i ------------- xx ULLION- � - - - _._ � MULLION � _ - _ _ - 1/2• /! MAX. MAX. iHOLLOW/FFLLrD BLOCK '-i ,HOLLOW/FKLED BLOCK TRIM LEG tEOD. MUM TYPICAL ANCHORS TYPL 'wn-2' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU IBY BUCKS INTO CONIC. OR MASONRY SEE SHEET 10 FOR ANCHOR CAPACITIES 7 C d' o �N H I. OGv'I^ 8'I0o g', 04 IIIrynI1 N to '1 Z UJ c~ 0�JO� b ! 0 M W oa m z�� jhVZC? w zN'L00m Z) 1 Iwo drawing no. M07-04 • •• • • • • ••• • raouucrRs IT us cOm(dyinU rein1h , Ll.,a Florida En9r: JAVAD AHMAD noildlug Co AcceMan<eNA0 cc CIVIL FAPE 85 D �9�2 �qJ ... .•. ByM14 J{;30 • uJc�TroJuci'u' ;ol �i • • • • • �TIIESE MULLIONS CAN ONLY BE USED WITH L SiW GLAZING PRODUCTS ••• • • • • ••• • • • • • • • • • • • • • •• •• 000• •• •• 7 C d' o �N H I. OGv'I^ 8'I0o g', 04 IIIrynI1 N to '1 Z UJ c~ 0�JO� b ! 0 M W oa m z�� jhVZC? w zN'L00m Z) 1 Iwo drawing no. M07-04 2X2%1/8` ALUM ANGLE FLOATING CUP r -a — ;i 2' MIN. 2 PER AN ; 2" Will. TYPICAL ANCHORS #I4 SMS_ // n - 4 PER CUP / 2 PER ANGLE y ------ - // - - to UU.KKJ - - / -� a,MU - LI ION 1/2 //f 1/2' MA% HOLLOW/FFL EO BLOCK /fiOLLOW� CONCRETE i f_nNCRF- TRIM LEG G TYPICAL__ANCHORS TYPE 'V -4 -2—C4 -2',—'M4-2' DIRECTLY INTO 1101.LOW/FILLED BLOCK DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 10 FOR ANCHOR CAPACITIES BLOCK •• ••• • • • • • •• • •• • • • • ••• • .. ... .. . .... 1'It017UC1' RGV[SIiD Engr m mmplyiny,�ilh the GloriJu . 61ulJing Cudc 7 '' FL AccePlnncu Nur • old. • • •Illy.000 rqi A ' ad•Prudu• mnr • • • • • • • • T THESE MULLIONS CAN ONLY OE USED V11TH SIW OWING PRODUCTS ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • II L drowing F no. M07-04 Iheet 8 of 1 E 2%2X 1/0' ALUM ANGLE 2" MiN. rvn 2•PER, ANGLE - 014 SMS. } � 2 PER ANGLE �----------- - V TYPICAL ANCHORS .TYPE 'N -2',C2` -',M4_2, DIRECTLY INTO HOLLOW/FILLED DLOCk DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 10 FOR ANCHOR CAPACITIES •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• rltDnucr Nevtseu :n couWlyur•�rilU the PluriJa RuOdW' nG C Accq Innimlil« NoU210 - 0} 20f7 5 • 0 4E. • • ?:Ii a c tuJucKwdn • • • • • THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _CF $ H W ry 6 H^ ONcq A 0tu)m pzm O 0.0 O A Cao QWof � o � droving no. M07-04 HOLLOW/FILLE01iLOCK /CONCRETE /MEfAI, STRUCTURE / ✓ L TRIM LEG AS REGO. ALTERNATE ANCHOR LOCATK)N'\ ; / 1 I JI1 / ' I I 1 1 f = I I _ L o MULLION �� TYPICAL ANCHORS .TYPE 'N -2',C2` -',M4_2, DIRECTLY INTO HOLLOW/FILLED DLOCk DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 10 FOR ANCHOR CAPACITIES •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• rltDnucr Nevtseu :n couWlyur•�rilU the PluriJa RuOdW' nG C Accq Innimlil« NoU210 - 0} 20f7 5 • 0 4E. • • ?:Ii a c tuJucKwdn • • • • • THESE MULLIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _CF $ H W ry 6 H^ ONcq A 0tu)m pzm O 0.0 O A Cao QWof � o � droving no. M07-04 DESIGN LOAD CAPACITY -PSF I I DESIGN LOAD CAPACITY - PSY DESIGN LOAD CAPACITY -PSF TYPICAL ANClLQPS' V i2 OR DIMS. _ ANCHORS TYPE ii WINDOW DIMS. ANCHORS TYPE R'INDOW DIMS. ANCHORS TYPE I o l 19-1/8' 1_700 130.0 19-1/8" 26-1/2' _130.0_ 130.0_ 130.0_ _130.0 130.0 130.0 26-1/2' 130.0_ 30" 130.0 117.1 130.0 130.0 30' 2 n 37' _9_0.4 65,2_ 130.0 94.9 130.0 130.0 37" 42.4 42" 48" 38_3/8130.0 130.0 83.6 73.2 130.0 130.0 110.0 130.0 42' 48" 130.0 54" 130.0 85.0 124.0 130.0 54" Q F 129.1 58.5 111.6 130.0 60" 37" 42" i6" 54" GO' 88.9 59.0 - SL6 117,3 53.2 101.4 13_0.0 1" 32.0 66'30 106.8 72" 107.6 48.8 93.0 1.0 72" _45.9 41.3 19-1/8' 35.7 130.0 130.0 130.0 130.0 19-1/8- 49.9 26-1/2* 66" 72" 26-1/2- 37.5 34.4 - 130.0 100-5 IJ0.0_ 130.0 130.0 8a7 130.0 130.0 30" 130.0 130.0 30" 115.0 170.0 72.0 _130.0 130.0 37' 37' _ 60.5 42'130.0 48' 50-5/6" 76.5 34.0 63.4 120.8 130.0 42" 48' 84" _ 122.4_ - SS.3 _._. 105.7 110.0 54" 60.9 108.7 49.3 94.0 130.0 54" 132' 60" Q m E C 97.8 44.4 84.6 110.0 fi0' %3.7 _ 66" 87.7 89.0 40.7 _ 76.9 130.0 66" 41.7 72" 36.0 81.5 37.0 70.5 123.4 72" 60' 66" 19-1/8' 37.5 130.0 111.9 13_0.0 130.0 19-1/8- 34.1 28-1/2' 29.5 130.0 80.7_ 130.0 130.0 26-1/2' 130.0 71.3 170.0 130.0 M. 30" 127.5 37" 5T8 110.2 130.0 37' 50.9 97.1 1.30.0 42' 48' 63' 112.3 42" 48' _ 96 98.3 44.6 85.0 130.0 87.4 39.6 -75.5 130.0 54" 54' 78.6 68.0 119.0 60' 80" 71.5 _35.7 32.4 61.8 108.2 68" 66" 05.5 29.7 58.6 99.2 72' 72" 19-1/8" 130.0 94.9 130.0 130.0 19-1/6- 26-1/2' 26-1/2- 130.0 68.5 130.0 130.0 W. 130.0 60.5 115.3 130.0 30" 108.2 49.1 03.5 130.0 37" 37" 42"95.3 48" 74_1/4•' ._ _ 83.4 43.2 37.8 _ 82.4 __- _ 72.1 130.0 126.2 42' 48" 108" 54"_ 74_.1 33.6 64.1 11 2.2_ 54• 6o" _68.7 30.3 _57.:7 101.0 6o" 91.8 66' 60.7 27.5 52.4 66' 72' 55.6 25.2 _ 48.1 _ 64.1 1 72" ALL LOADS ARE EXT.(+)/INT.(-). 49.1 22.3 42.5 74.4 72" 31.3 - - 27.0 47.7J U ANCHORS CL TO CL DISTANCE 2" MIN. I' 130.0 73.4 IJ0.0 170.0_ 19-1/8'107.9_ 48.9 _ _9_3.3 110.0 7 %� 116.8_ _5_3.0_ 101.0 130.0 26-1/2" _77.9 35.3 _67.3 II7.9 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 37 107.2 _ 46.8_ 89.2 IJ0,0 30" 86.8 31.2 59.3 104.1 CONCRETE AT HEAD, SILL OR JAMBS Yc - 3000 PSI MIN. W Q n C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS I'm 2000 PSI MIN. In 8_3.7 37.9 72.3 126.6 37" _ 55.8 _ 25.34B(A 73.7_ _33.4 _83.7 111.6 42" 49.1 22.3 42.5 _74.4_ PRODUCTREVISSU _64.5 29.-3 _55.8_ _97.8 4B' 144" - 47.0 _ - 37.2_ 65.1 ro ildi.o odwish Um FI01Idq L,.. z ce V m D"Dame c9a4 5 0 4 z¢ o ;� r 57,7 28,0 44.8 888_ 54" 38.2 _ 31.0_ $7.9 A4ccpronce N6 %3 '}1 ► Z _51.6 23.4 4{,6 79.1 60' 34.4_ -� 29.7_ _52.1 6vpwLw6 ULno L�jl i _U m0 46.9 21.7 40.5 71.0 66" 31.7_ -- -27.0 47.3 BY J 43.0 - 37.2 63.1 Mi ag MCbn 6 ^ w NTO I30.0 65.3 124.4 130.0 MULLION HORIZONTAL MUILRIN 1._.- 103.8 47.1 89.8 130.0 MUI_UGN ANCHORS i -- - - -�-- ANCHORS ARCHES TO BE INSCRIBED 91.7 41.6 %9.3 130.0 INSIDE RECTAMCULAR SHAPE 74.4 37.7 64.3 112.6 j"', _ -- _ _� - 65.5 29.7 .7 _ 56.6 99.2 GLAZING P C 57.3 _2_6.0 49.6_ 86.8 _VERTICAL PRODUCT 57.3 MULLION Eo•._.' 51.0 23.1 44.0 77.1 y 4_5.9 20.8 39.6 69.4 CWJNO GLAZING 3 N-� D� 1 \\ V a 41.7-- 36.0 _63.1 PRODUCT PRODUCTAAL \. uANILLION CHORS 38.2 - 33.0 57.9 _-- GLAZING GLAZING [PRODUCT PRODUCT l NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 7 THRU 9 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 4J , MIA.LION I = Q • W1 ��_ y'� _�� • • • • MULLION SPAN � °c ` _ TYPICAL MULLION ARRANGEMENTS Eng,: JAVAD AHMAO CML c o I 3 FLA. PEff 70592 �� CAN 578 II • ••• I wo-0 (%-):R WI • w2 I••� I :5 g! 11 _7 • • • • • • • • • • drawing no. • e �07-04 THESE MULLIONS CAN ONLY BE USED WITH SMSGLAZING PRODUCTS lsh�eet _ of __l ... . . . . • • • . . . . . . . . . . . . RACON BY 'EICO' Cr 130.0 130.0_ r9 -1/e' 129.5_ 56.7 111.9 W4-2: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 2 n 13_0.0 _9_0.4 65,2_ _130.0 124.3 130.0 26-1/2" _93.5 42.4 80.8 _13o.o 170.0 1-1/2" LAIN. PENETRATION INTO WOOD 0 Z C 12_7.0 57.6 109.8 130.0 30' _82.6 _37.4 71.4 125.0_ W4-2: THRU TOY BUCKS INTO CONC. OR MASONRY Q F 89.3 -- 78.1_ 69.4 .103.0 90.7 - 79,4 46.7 41.1 36.0 89.0 78.4 BB_.6 130.0 130.0 120.2 37" 42" i6" 54" 120' 88.9 59.0 - SL6 _30.4 28.7 - ---- _23.4 20.8 _57.9101.3 51.0 _�_ 44.6 30._8_ I-1/4" MIN. EMBED INTO CONC. OR MASONRY B4-2: DIRECTLY INTO HOLLOW/FILLED BLOCK 1'1/4" MIN. EMBED INTO BLOCK 600 5 QQ N i Q, y1 6 0 C 0GRm 7_0.6 32.0 610 106.8 28.8 54.9 96.1_ 60' _45.9 41.3 - 35.7 _ 62.5 04-2: DIRECTLY INTO CONCRETE _63.5 57.7 26.2 49.9 87.4 66" 72" 37.5 34.4 - �- -- _3_2.4_ Z9.7 56.8 .52.1 1-1/2" MIN. EMBED INTO CONCRETE 1 /4" DIA. TE'KS_ OR SELF DRILLING SCREWS (GRADE 5 CRS) M4-2: INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1 /8' THK. MIN. (8063-T5 MIN.) 0M g 910 O cp Q d T*+ Q 17iO�j � a LL Z g - ,,II 52.9 24.0 45.7 80.1 130.0 130.0 83.9_ 115.0 130.0 130.0 19-I/8' 26-1/2" 30" 37' 53.4 130.6 _ 60.5 115.4 85.0 85D 75.1 76.5 34.0 73.4 73.4 04.9 52.8 128.6 113.6 92.11.q 117.9 53.5 101.9 I30.0 95.6 43.4 62.1 130.0 60.9 27.6 84,2 38.2 72.8 42" 45" 54" 132' (STEEL 1N CONTACT WITH ALUMINUM TO BE PLATED OR PLANTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. Q m E C 127.5 53.6 46.9 24.3 21.3 46.3 40.5 81.1 71.0 %3.7 _ 33.4 87.7 111.6 _65.5 29.7 56.6 99.2 41.7 - 36.0 63.1 _59.0 53.6 28.7_ 24.3 51.0 45.3 fl9.3 81.1 60' 66" 37.5 - 32.4 56.8_ INTO WOOD STRUCTURE = 1" MIN, INTO METAL STRUCTURE = 3/4" MIN. rn 7 TJ 34.1 - 29.5 51.6 49.1 22.3 42.5 74.4 72" 31.3 - - 27.0 47.7J U ANCHORS CL TO CL DISTANCE 2" MIN. I' 130.0 73.4 IJ0.0 170.0_ 19-1/8'107.9_ 48.9 _ _9_3.3 110.0 7 %� 116.8_ _5_3.0_ 101.0 130.0 26-1/2" _77.9 35.3 _67.3 II7.9 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 37 107.2 _ 46.8_ 89.2 IJ0,0 30" 86.8 31.2 59.3 104.1 CONCRETE AT HEAD, SILL OR JAMBS Yc - 3000 PSI MIN. W Q n C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS I'm 2000 PSI MIN. In 8_3.7 37.9 72.3 126.6 37" _ 55.8 _ 25.34B(A 73.7_ _33.4 _83.7 111.6 42" 49.1 22.3 42.5 _74.4_ PRODUCTREVISSU _64.5 29.-3 _55.8_ _97.8 4B' 144" - 47.0 _ - 37.2_ 65.1 ro ildi.o odwish Um FI01Idq L,.. z ce V m D"Dame c9a4 5 0 4 z¢ o ;� r 57,7 28,0 44.8 888_ 54" 38.2 _ 31.0_ $7.9 A4ccpronce N6 %3 '}1 ► Z _51.6 23.4 4{,6 79.1 60' 34.4_ -� 29.7_ _52.1 6vpwLw6 ULno L�jl i _U m0 46.9 21.7 40.5 71.0 66" 31.7_ -- -27.0 47.3 BY J 43.0 - 37.2 63.1 Mi ag MCbn 6 ^ w NTO I30.0 65.3 124.4 130.0 MULLION HORIZONTAL MUILRIN 1._.- 103.8 47.1 89.8 130.0 MUI_UGN ANCHORS i -- - - -�-- ANCHORS ARCHES TO BE INSCRIBED 91.7 41.6 %9.3 130.0 INSIDE RECTAMCULAR SHAPE 74.4 37.7 64.3 112.6 j"', _ -- _ _� - 65.5 29.7 .7 _ 56.6 99.2 GLAZING P C 57.3 _2_6.0 49.6_ 86.8 _VERTICAL PRODUCT 57.3 MULLION Eo•._.' 51.0 23.1 44.0 77.1 y 4_5.9 20.8 39.6 69.4 CWJNO GLAZING 3 N-� D� 1 \\ V a 41.7-- 36.0 _63.1 PRODUCT PRODUCTAAL \. uANILLION CHORS 38.2 - 33.0 57.9 _-- GLAZING GLAZING [PRODUCT PRODUCT l NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 7 THRU 9 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 4J , MIA.LION I = Q • W1 ��_ y'� _�� • • • • MULLION SPAN � °c ` _ TYPICAL MULLION ARRANGEMENTS Eng,: JAVAD AHMAO CML c o I 3 FLA. PEff 70592 �� CAN 578 II • ••• I wo-0 (%-):R WI • w2 I••� I :5 g! 11 _7 • • • • • • • • • • drawing no. • e �07-04 THESE MULLIONS CAN ONLY BE USED WITH SMSGLAZING PRODUCTS lsh�eet _ of __l ... . . . . • • • . . . . . . . . . . . . 1/2" }• MIN - 3 5/8" MIN, 2x2K1/ TIPICAL ANCHORS 2 PER ANGLE #14 SMS_, 2 PER ANGLE \ I )%FILLED BLOCK FLOATING CUP ; TYPICAL ANC110RS \ 4 PER CLIP %fILIED BLOCK CONCRj E 'TYPICAL AI CMQRS,__TYP, '14_3, INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 18Y BUCKS INTO CONC. OR MASONRY • • • • • • • • • • .00 SEE SHEET 14 FOR ANCHOR CAPACITIES • • • • • • • • • • • •• ••• •• • • •• PRODUCT RRVISF.D• Ergr. . cnrnply mg will, rhe Florida rfoilJing Code 1 % ''11 O F' MRPlance \o • A . �,.I• Dat. Z0 7 I; Ily ••• • • • FFs •a it s • • • • • THESE LIONS NNI ONLY BE ESED h1TH I SIW GLAZING PRCDUCLS ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.1 a • •• •• ••• • • • ••• • • 6 i I •T Q II drowing no. M07-04 MR4. a o 2 X 2 X I/8' ALUM ANGLE 2 PER ANGLE /� t!L�IINV UW d14 SMS_ i / SII 3 MW. TYPICAL ANCHORS_ 2 PER ANGLE TMP' 8 PER CLIP �\ 1/ f { k . 7 MULLION- �_-�r/---- � -� / MULLION- /2' i I, OLLOW?FILLED BLOCK MAx. OLLCW/nLLED BLOCK / CONCRETE / CCNCHETE - U Aye RUCTURE / Ay2 STRUCTURE MULLION 1 / L- MULLION -1 I / z j TXPICAL_ANCHORS DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE •. •. • • • • • • • • SEE SHEET 14 FOR ANCHOR CAPACITIES • • • • . • . • .0: PRODUCFRBVISUD Engc JAYAD AHMAO w: cnmplyinG a•iUULc Florida _ CIVIL n�ad"'Bcodo 15- 0 7 1 5 O 4 �. PE 4 70592 38 CA 5]B \ccLac No I HESE MUL LIC I�I ONLY t SIW CLAZING PRODUCTS BE USD WITH -- -.----...---'--._.__ _._- _ . • • • • • • • • • • 2,2 k 4 ICI 4 � ISI drawing^no. M07-04 2x2x 1/8 - ALUM ANGLE IANC ' 2 PER ANGLL E /14 SITS_ 2 PER ANGLE MULLION 1/2" W ILLED BLOCK IE STRUCTURE MULUON- TYPICAL ANCHORS TYPE;'U4-3',_.'C4_3 DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE SEE SHEET 14 FOR ANCHOR CAPACITIES •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• PRODUCT RE?V ISED camplyinD,01i Ilio Flodda - - liuildingC:odo^ / U �'IiPji'u tc T 5 4 =UI� • • Tl ••• • • THESE MULLIONS ONLY BE USED VA H PRODUCTS SIW GLAZING UC L _ _ .... ....... . . ..... . ... . .. .. . . • . .. .. .... . .... . CML RAA 38 CAI .3538 V �q Q f r`�3i 1 b GC v o�� o doo aWm�� a zo M az z Z L ! J O i W QQn m E ~z` Z a0m Z) ui 31n L tnm0 kJ 9 drawing no. M07-04 DESIGN LOAD CAPACITY - 1'SF DESIGN LOAD CAPACITY - PSP 4canylyhlg wish the PlutWa • • MU -WON- SPAN AIil0Code uCV�pl.',"O, WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIND WIDTH V-5- MULL SPAN - - - A2-i1�•• L'I•OP• AAAGEMNTEN,. - - JAVAD AH1DJNo � 19-1/n' 26-1/2' 30" 37" 42"JB-J/B' IB' 54' 60' 66" 72" 130.0_ 130.0 130.0 130.0 ILO -O_ 130.0 130.0 129.1 117.3 130.0 130.0 130.0 _121.7_ 107.2 _130.0 130A 130.0 17_0.0 110.0 19-1/8' 26-1/2' 30" 37" 42" 48' 54' 60" 68" 72' 78' 130.0 _130.0 17.7,0 115.8_ 83.6 73.8 130.0 130.0 130.0 19-1/8 26-1/2 30" 37" 42' 4E' 54' 60" 68" 72' 2W.0 90.7 79.4 70.6 _59,9 52.7 46.2 41.0 130.0 117.5 102.8 91.4 93.8 83.4 _ 75.0 68.2 170.0 130.0 130.0 130.0 63.5 369 812 74.1 68.5 57.7 52.9 33.6 30.8 IOT6 62.5 130.0 19-1/8' 26-1/2- 30' 37" 42" 48' 54"108.7 60' 66" 72" so- Va. 130.0 130.0 170.0 19-1/8" 26-1/2' 30' 37' 42' 48" 54' 60' 66" 1 72" 84" 130.0 107.6 130.0 19-1/8- 28-1/2- 30' 37- 42' 48' 54- GO' 66' 1 72' 130.0 126.8 130.0 130.0 77.6 130.0 130.0 113.8 130.0 17.9 95.6 68.6 130.0 123.8 130.0 130.081.3 122.3 92.3 . 71.1 63.2 58.9 _ 51.7 _1 30 0 130.0 130.0 130.0_ 1_26.7 115.2 105.8 55.6 84.2_ 73.7 _49.0_ 42.9 109.1 95.4 65.5 59.0 53.6_ 49.1 _3B_.I _ 34,3 _31.2 28.6 B4.8 76.3 89.4_ 63.8 _ 97.8 89.0_ 1 81.5 47.4 19-1/8' 26-1/2' 30, 37" 42' 48" 54' 60' 96" 12" 63' 130.0 130.0 _130.0_ 103.5 _ 91.4_ 74.1 65.3 130.0 130.0 130.0 130.0 130 .0 ig-1/8' 28-1/2' 30" 37" 42" 48" 54' 60" 66" 72' 96' _130.0 116.8 94.1 67.9 130.0_ 130.0 150.0 108.3 19-1/8' 28-1/2- 1" 37' 42" 48' 54' 60' 66' _!30 0 _ 127.5 112.3 _103.2• 87.7 _ 60.0_ 48.6 73.7 42.9 37.5 95.4 83.5 _98.3 _57.4 78.6 57.1 50.8 45.7 127.2_ 113,1 101.8 64.5 57.3 33.3 30.0 27.3 _74.2 66.8 607 _ S 1.8 _ 71.5 41.6 92.5 84.8 65.5 38.1 _46.9_ 43.0 25.0 55.7 19-1/8 26-1/2' 30" 37" 42" 48" 54' 60' 66' 72' 74-I/4" 130.0 121.7 130.0 19-1/8" 26-1/2' 30" 37' 42" 48" 54" 60" 66' 72' 108' 130.0 83.7 130.0 130.0 130.0 87.8 130.0 103.8 60.4 130.0 10&2 _95.3- 83.4 77.6 62.9 55.4 48.5 43.1 130.0 130,0 123.4 108.0 96.0 86.4_ 78.5_ 72.0 91.7 74.4 65.5 53.3 43.2 38.1 118.8 _96.3 64.8 57.3 51.0 45.9 4_1.7 78.2 33.3 29.6 74.2 66.0 _ 59.4_ 49.5 7_4.5 66.7 60.7 55.8 38.8 35.3 1,32.3 26.7 _ 24.2 27..2 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS II THRU 13 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • " 1 DESIGN LOAD CAPACITY - PSP 1 al, APICAL A IM -0 $ �V� OA DIMS. ANCHORS TYPE IF -177 KSI, Fy-155 KSI) _-- o� 129.5 5. W4-3: INTO 26Y WOOD BUCKS OR WOOD STRUCTURES _73 130.0 i _93.5 54.3 121.0 1-1/2" MNQ. PENETRATION INTO WOOD 92.6 48.0 106.9_ W4-3: THRU 1BY BUCKS INTO CONC. OR MASONRY Q a O w 68.9_ 38.9 ns.7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o o 59.0 34.3 76.3 _ 120' - E14-3: DIRECTLY INTO HOLLOW/FILLED BLOCK d 6 51.6 30.066.8 1 _ 1/4" MIN. EMBED INTO BLOCK SOC n rn 1, -45_9 26.7 59.4 , Fl - 4 413 24.0 53.4 C4-3: DIRECTLY INTO CONCRETE V o V d _ 8 3T 21.b 48.8 1-1/2" MIN. EMBED INTO CONCRETE d&R _ 1L 0 N 34.4 20.0 44.5 TYPIC& EDGE�0 N c 117.7 68.4 130.0Q Z d N 85.0 49.4 110.0 INTO CONCRETE AND MASONRY - 2-1/2" MIN. 5 INTO WOOD STRUCTURE = t" MIN. {L z N = 75.1 43.6 97`2 60.9 35.4 78.8 ANCHORS CL TO CL DISTANCE A 3" MIN. Q p 53.6 31.2 69.4 132" WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. L--------T� 46.9 27.3 _6060.77 CONCRETE AT HEAD, SILL OR JAMBS f'c a 3000 PSI MIN. �r 41.7 _ 24.2 54.0 C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS I'm = 2000 PSI MIN. 'O w 37.5 71.8 _ 48.6 (n a 74.1 44.2 Z 31.3 40.5 l 107.9 62.7_ 130.0 Z) {2� _77.9 _45.3 100.8 OjM 68.6 40;0 _ 69.1 W cla in z 55.8_ 32.4 72.2 144" _4_9.1 28.6 43.0 25.0 55.7 f� Z 35.2 _ --22.2 49.5 Z �I d O0 m 344 20.0 44_5 40.5 MULLION 110111111,11A]. MULLION `C 3 r W _I N01 A11 ms MULLoo!iANCHORS ARCHES TO BE INSCRIBED - --. tNS10E RECiMiGUTAR SHAPE � -- - �` CLAZIf1G PRODUCT3� 041 _ VERTICAL MULLION ANCHOR 0 F R GLA2IN0 GLA2ING OETNL (t c PRODUCT II PRODUCT �. AUL IKl40H5 .......... '-I - .} ,••TC 4canylyhlg wish the PlutWa • • MU -WON- SPAN AIil0Code uCV�pl.',"O, I a PgRa �`-;•�.g • CCDo w 201 •44 ••• •0 0 . 0 0•. •t•A 00 •• 0 Hy - n ,hadeProducCon., A2-i1�•• L'I•OP• AAAGEMNTEN,. JAVAD AH1DJNo � CIVIL WIDT-W W1 ' w2 H' '1 0 FLA- PE 0592 AN, 38 C20 4 f n • • • • • • • • • • T no. Browing • •• •• • • • 1M07-04 THESE MULLIONS CAN ONLY BE USED WNHI SIW GLAZING PRODUCTS _) sheet 14 of 1E 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X2X 1/81 u H ;I ALUM A4Z FLOATING CUP TTP.\\\\ J PER ANGLE J PER' ANSMSGLE \ / Ii 2 112' MIN. i ORS n I TYP. TYPIC 5 PANCHCLIP C y :Z �— -- -- j� / – �� --- --------- ----T __= -------- — --- C ,� a m o G uy� -- -Al-- -- �,� -------------------------- a o o 0 0 -0 (* —_ 0 MuuloN- 1/2- /l /� {j Q) — Muwar/ 1,2' / b o a a Q I r it IjjII M -+/ MAX. <�1J _ TRIM LEG t AS REOD. METAL STRUCTURE i METAL STRUCTURE / / / �–• 1z _ t – u J/8 3_MW.__ MIN. �{ – En z O JI JN N Jd_ ^) a 3Q a M � Ld F 3 W= n UZV e Z aQm r. Vi I I I I I I I I I E MULLION 'M6' TYPICAL ANCHORS TYPE TW, a, DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 17 FOR ANCHOR CAPACITIES •• ••• • • • • • •• g ,$ 8�•�� • • • • • • • • • ` m •• ••• •• • • • •• I'RODUCT REVISED Engr• dAV10 AHMAD m a.—plying Lnh the Florida CN [Ioilding Code C _ FIA PE 70582 AC I—c ND J '] CAN. to iAtlElfllulc }� 5 X.0 4• • • • • • ", • I ii� o e I b s a I I 1{. T Mian ado F�ductC�nh • • • • • • • drawing no. •• • ITHESE MULLIONS CAN ONLY BE USED WITH I M07-04] _ . StW GLAZING PRODUCTS sheet 15 of i $1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 101 TRIM LEC AS REOD. 2 X 2 X 1/s' ALUM ANGLE TyP— 3 PER ANGLE /11 SMS y;A 3 PEh 4 SMS 0 o I MULLION TYPICAL. ANQBQ8S TYPE 'C6'.'d�' DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEEP 17 FOR ANCHOR CAPACITIES •• ••• • • • • • •• • •• • •• ••• •• • • • ••• • PRODUCTRBVISC•D • • • •• EMr. JAVA wC—plyu%g slAdla Florida _ CI 13 ilding Code + NaI _ �} rry. O FLA. PE CAN. 0ACl1•.fCC • atpiledoa Uuo j�•��+� • D ft • • • • • ••• • • Ily • Yli a ProdAl 11411 • • • *00 THESE MULLIONS CAN ONLY BE USED WITH 51W GLAZING PRODUCTS 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • " a ;,..V 0 m Q IX -0 0 0 c OOCo� Nr O a a Q g � O a U) � I 3II i u b � 3 h -, drawing �no. M07-04 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSP WINDOW DIMS. ANCHORS TYPI WINDOW DIMS. ANCHORS TYPI WINDOW DIMS. JANCHORS 7YP: GLAZING GLAZING GLAZING PRODUCT PRODUCT PROOIICT PRODUCT 19-1/8' 26-1/2` 30' 37" 4 2' 48' 54" aO" 66' 72' JB -3/8" 130.0 130.0 130.0 170.0 130.0 130.0 130.0 130.0 130.0 13 0.0 130.0 --- 170.0 19-1/8• 28-1/2' 30" 37" 42" 48" 54" 60" 66' 72• 78' 130.0 13_0.0 170.0 130.0 130.0 130.0 130.0 130.0 130.0 130-.0 130.0 19-1/8" 26-1/2" 30• 37' 42" 46• 54' 60" 66' 72' 120' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 108.6 130.0-- - � 128.8- 114.5 95.7 _ 93.7 130.0 t 17.2 104.1 93.7 130.0 130.0 130.0 130.0 74.4 103.0 93.7 85.8 13a.0 130.0 120.2 67.0 130.0 130.0 60.9 55.8 65.2_ 78.1 130.0 130.0 19-1/8' 26-1/2` 30" 37' 42" 48` 54" 60" 66' 72" 130.0 130.0 IJO.0 130.0 19-1/a' 26-1/2" 30" 37' 42" 48' 54" 60" 66'87.0_ 72" 130.0 130.0 19-1/8" 26-1/2` 30' 37' 42' 46' 54' 60^ 66' 72• 137._87.0_ 130.0 130.0 130.0 130.0 130.0 130.0 130.0 121.7 98.7 76.1 67.8 60.9 55.3 I30.0 170.0 130.0 121.7 106.5 .94.7 85.2_ 17.5 71.0 130.0130.0 130.0 130.0 130.0 130.0 130.0 170.0 119.6 106.3 95.7 130.0 130.0 1-30.0 130.0_ 130.0_ 130.0_ 170.0 130.0 130.0 130.0 170,0 130.0 130.0 130.0 121.7_ 111.6 130.0 79.7 50.7 19-1/8" 26-1/2' JO" 37' 42' 48' 54" 60" 66• 72` 83, 1300 1.30.0 19-1/8" 26-1/2" JO` 37' 42` 48" 54' 60' 66' 72" 96• 130.0 130.0 130.0 130.0 130.0_ 130.0 IJ0.0 130.0 19-1/8" 2a-1/2" JO' 37' 42' 48' 54" 6o• fib' 144, IJ0.0 126.3 130.0 130.0 130.0 130.0 170.0 1300 130.0 1,30.0 130.0 _135.0 130.0 130.0 170.0_ 130.0 111.6 90.5_ 79.7 69.8 13 0.0_ 126.6 111.8 -ii. _6 119 .6 104.6 0 13.0 130.0 93.0 130.0 62.0 55.8_ 50.7 66.8 T8.1 71.0 127.5 115.9 106.3 130.0 63.7 117.2 130.0 130.0 78.1 108.5 a9.8 97,6 19-1/8` 26-1/2' M. 37" 42' 48' 54" Go" 66" 72" 74-1/4" 130.0 130.0 19-I/8` 26-1/2" 30` 37" 42" 48" 54" 60" 66" 72' 109' 130.0 130.0 130.0 130.0 130.0 130.0 130.0_ 130.0 130.0 130.0 130.0 130.0 120.6 6 10.7_ 130.0 130.0 130.0 1. --300 -- 130.0 130.0 130.0_ _13?. 0 125.2 130.0 1202._ 108,2 98.4 90.2 93.0 82.7_ _ 74.4 _67.6_ 114-7_ 62.0 130.0 115.7 104.1 86.8 ALL LOADS ARE EXT.(+)/INT NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 15 do 16 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) JYY1SAL�NU.2ai C6: DIRECTLY INTO CONCRETE 1-1/2" LAIN. EMBED INTO CONCRETE 1/4' DIA TES OR SELF DRILLING SCREWS (GRADE S CRs) M6: INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTA_ANC INTO CONCRETE = 2-1/2" MIN. INTO METAL STRUCTURE = 3/4" MIN. ANCHORS CL TO CL DISTANCE - 2-1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS I'c . 3000 PSI MIN. CWON ANCHORS F- W� t WSl MULLION ANClw"R a HORIZONTAL MULLION ARCHES TO BE INSCRIBED iINSIDE RECTANGULAR SHAPE GLAZING Mi000CT -_ - , ANCHOR- VERTICAL DETAIL I I MULLION x GLAZING GLAZING GLAZING PRODUCT PRODUCT PROOIICT F- W� t WSl MULLION ANClw"R a HORIZONTAL MULLION ARCHES TO BE INSCRIBED iINSIDE RECTANGULAR SHAPE GLAZING Mi000CT -_ - , ANCHOR- DETAIL I I � MULUON ANCHORS 3 GLAZING GLAZING PROOIICT PRODUCT _ MULLION SPAN • • • • e Mill I IC1N ARRAikGEMELim • •• • (•"• • ••• wi W2� PRODUCT RF ViSE♦D Er�gc as campllyiny with tjle V.o 7 1 . 0 4 FLA Duildln Codc T 1 •AcV*cc No•, •PA Iryial Dae_ •r (0t7 s ••• i!.:�> •By 0 ••• • • • 1.1i� fjndc P.nd>�II'yjr'� • • • • ••• _. THESE MULLIOONLY RE USED WitH1 SIW GLAZING PRODUCTS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a 14 • ' Z � O Q g � 0 �ya.p � OUR- v'o`J� aOw s QIL04 N 0vt O LL=u'I� 8 n N to r Z 0I Jo � V7 Ld oQn 03 Z vl r1 UZ�: Z,CL r au3n� � fl(nO.O r drowing no. M07-04 •DES!UN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DINS. ANCHORS TYPt WINDOW DINS. ANCHORS TYPI 19-1/8' 130.0 _130.0 19-1/8' 130.0 130.0 18-1/8' T26.039.1 130.026-1/2' 130.0 130.0 26-1/2' 108.8 130.0 26-1/2" 108.130' _130.0_ fJ0.0 30' 961 1J00 30" 93.737" 130.0 1300 37" 77.9 116.9 37" 78.042" 130.0 130.0 42" 68.7 103.0 42' 66.938-3/8' --- - 78' 120" 48' 122.1 130.0 48" 60.190.148" 58.654'108.5 130.0 54" 53.454" 52.160' 97,7 1Jo.0 60' 48.1 72.1 60' 48.968' 88.8 IJO.O68" 43.7 65.5 66'42.672' 81.4 122.1 72" 40.1 60.1 72' 39.119-1/8' 1300 130.0 19-1/8' 130.0 130.0 19-1/8" J0.026 -I/2'1300 1300 26-1/2' 1010 IbO 26-1/2' .96.5_ 30" 130.0 130.0 30' 89.3 130.0 30" S&IT 85.2 37' 120.1 130.0 37' 72.4 _ 108.8 37' 46.1 69.1 42' 105.6 130.0 42" 63.8 95.6 42" 40.6 60.9 50-5/8" __ 48' 92.6 130.0 48, 84" 55.8_ 83.7 48' 1ST" 35.5 53.3 54' 62.3_ 123.4 54" 49.6 74.4 54' 31.6_ 47.3 60" _74,1 111.1 60' 44.6 86.9 60' 28.4 42.6 66" 67.3 101.0 66' 40.6 60.9 66' 25.8 _ 38.7 _ 72" 61.7 92.8 72' 37.2 55.8 72' 23.7 35.5 19-1/8" 130.0 130.0 19-1/8" 122.5 130.0 19-1/8" 81.7_ 122.5 26-1/2' 130.0 1_30.0_ 26-1/2' BO.i- 130.0 26-1/2" 58.9 8_8.4 30' 119.0_ 130.0 b' _78.1 117.2 JO' _52.1 _78.1 37' 90.5 130.0 37' 6_33 95.0 37'83.3- 42" _85.0 127.5 42' 55.8 83.7 42' -37.2 55.8 48" 83' 74.4 111.6 48' 96' 48.8 7},2 48' 144" 32.5 48.8 5!" _ 66.1 _!M2_ 54' 41.4 65.1 54" 28.9 43.4- 60" 59.5 89.3 60" 39.1 58.6 60'-26.0 39.1 66" 72" AiVC110DET IAL #_l 54.1 49.6 81.1 _74.4 66" 72" 53.3 _35.5 32.5 46.8 19-1/8' 26-1/2- 30" 37" 42' 48" 54' 60" 66" 72' 74-1/4" 130.0 114.3 130.0 130.0 19-1/8' 26-1/2' 30" 37' 42" 48" 54" 80" 68" 72" 108'.1 100.9 76.6 130.0 117.9 101.0 130.0 122.8 69.4 56.3 104.1 84.4 81.9 _ 72.1 108.2 49.6 74.4 63 94.7 43.4 65.1 56.1_ 50.5 84.1 34.7 _1 38.6F43.4 31.63 28.9 9 75.7 • • • • 45.9 68.0 63.1 42.1 TUBES MAY BE NOTCHEO AS SHMNI T(1 At InVI INSTAI I ATION 2/ CHA.4NEL- FTUBE MULLION SEE CHART M2A' I 114 F.H. S.M.S. 2/ SIDE. �I s 1/8' THICK PLUM CHANNEL. LENGTH TO FIT SNUG INTO MULLION -TUBE MULLION #14 FH SMS 2 PER CLIP SEE CHART 'M2A' /-3 PER CLIP SEE CHART 'M3A' ACCESS HOLE -1 1-1/2' O.C. MIN. THIS SCREW CAN BE INSTALLED 84 ION •F EITHE 09tECT R-� �\ X114 FH SMS II 1 1 2 PER CLIP I I 1 I I 1 1-3/4' X 2- X 1/8" (FOR 28Y TUBE) 3/4' X 2" X 1/8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSWE TUBE a • 4 z o a Oar O Cc 0�1'nM DaooH a [,�y LL ZVI_ jES A � m Z (D J ^ N J IU) n W Q Q M m ZZ to n H I w a rIY :If n CTZ n Z V D3 N J p K � r, w o � n QrQWir14 ono. M07-04 AiVC110DET IAL #_l METAL TO METAL CONNECTION •• ••• • • • • • •• • •• • • • • ••f • •• ••• •• • • w •• I'NUUUCC IU:VISkiU +: l x •Iorida !:pjyk Engr: JAVAD N j,jIH Flu Iding Code - 0 7 1 5. i 0 4 CML FLA. PE e ; A"up1 oc4 No 3D� L. iIA Talc '• M7 • 'CAI. 35" • : • •1.1i I proow C1f11 • • �• •000 • • • • • • • • THESE MULLIONS CAN ONLY BE SFW GLAZING PRODUCTS USED WITH ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a • 4 z o a Oar O Cc 0�1'nM DaooH a [,�y LL ZVI_ jES A � m Z (D J ^ N J IU) n W Q Q M m ZZ to n H I w a rIY :If n CTZ n Z V D3 N J p K � r, w o � n QrQWir14 ono. M07-04 MIAMO. MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Strcet, Room 208 DEPAR hIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION -r(786)315-2590 F(786)315-2599 ACCEPTANCE (OA) www.miamidade.aov/economy T. Aindows, LLC. 1543JPowerline Road, Pomo Beach, FL 33069 This N A is being issued under the applicable rules and regulations governing the use of construction materials. The docum ntation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be u ed in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). This A shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Sectio (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this pri iduot or material tested for quality assurance purposes. If this product or material fails to perform in the accept(d manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modor suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this ac eptance, if it is determined by Miami -Dade County Product Control Section that this product 91 jnateria[ fails to meet the requirements of the applicable building code. • .... ...... This p duct is approved as described herein, and has been designed to comply with the A&Pidabuilding.Gcde, includk High Velocity Hurricane Zone. • • • ; • • • • • • ....:. ESIO �eries-�249AIuminum Outswing Doors w/wo Sidelites-L.M.I. .0.6 • ` . PP VA o. 11-03 Rev , ee err 5- um Out►rrwing Doci'r•dit Sidelites • • • • 660 (L.M.I)", sheets 1 through 16 of .16, prepared by AL Farooq Corporation, dated 02/10111• trDd4ast revised•on SEP .. %.' 03, 20 5 signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County ProdUt �ntrol lZe�•rsiun stamp •. . with tl r, Notice of Acceptance number and expiration date by the Miami -Dade County Pi;d &Wontrol Section. • . ...... MIS �E IMPACT RATING: Large Missile Impact Resistant • ... • • Limit' tion: ' ..' • • • • • • • 1. Se sheet 4 for Single door w/ SHW and sheet 5 for single or double Door Design Pressure (DP) rati4is glass • tyl e and/ or threshold types (Exterior (+) water limit) 2. Sc sheet 6 for Stationary unit or doors wl sidelite DP rating Vs glass type and/ or threshold type. Lower DP ral ng of Doors or Sidelites shall control when combined together. Max total frame area of alternate unit shall no exceed 125.84 ft' tested frame area. 3. S4 glazing options in sheet 7. Insulated laminated glazing Type Al and 111 are limited up to 30' above grade. LAB LING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and f lowing statement: "Miami -Dade County Product Control Approved", noted herein. RE N ",WAL of this NOA shall be considered after a renewal application has been filed and there has been no chang in the applicable building code negatively affecting the performance of this product_ TE IINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materi its, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any produ t, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any s tion of this NOA shall be cause for termination and removal of NOA. ADV + RTISFMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the ex iration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall he doi a in its entirety. INSP CTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall I a available for inspection at the job site at the request of the Building Official. This I OA revises & renews NOA 912-0208.14 and consists of this page 1 and evidence pages E-1, as well as appro at document mentioned above. The si bmitted documentation was reviewed by Ishaq I. Chands, P.E. NOA No. 15-0611.05 AMI-DAD�COUNTY Expiration Date: Apri121, 2021 royal Date: October 08, 2015 i�lt�) Page 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file listed below) 2. Drawing No. WI I-03 Rev D, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.L)", sheets I through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10111 and last revised on SEP 03, 2015 signed and sealed by Javad Ahmad, P.E. TESTS (Submitted under files #12-0208.14/ # 11-0218.05) 1.. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing doors w/ wo Sidelites (samples A-1 thru F-1), prepared by Fenestration Testing lab, Inc., Test q�Qgrt No. FTL-6168, dated 12/14/2010, witnessed by Jorge A. Causo, P. E. and signed ancl•a"eti by ...... reviewing engineer Marlin D. Brinson, P. E. • • • Note: This test report has an addendum letter dated March 28, 2011, Ps's Irby Fdlffhltration • • • • • Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. nrj'pjon, P. .E. ' CALCULATIONS � • .... . ..... 1. Anchor verification calculations and structural analysis, complying wish FBC' 201x1 (5'1'' •. • • • Edition), prepared by Al Farooq Corporation, dated 06/01/15 and lq_t�revisej ap SEP 0 : 2015, signed and scaled by Javad Ahmad, P.E. • 2. Glazing complies W ASTME-1300-02,-04 & -09. QIJALITY ASSURANCE "' • 1. Miami Dade Department of Regulatory and Economic Resources (RER). • MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Sentry Glass 0 (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. STATEMENTS 1. Statement letter of conformance to FBC 2014 (St' Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 04/24/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. OTHER 1. This NOA revises & renews NOA # 12-0208.14, expiring on April 21, 2021. 2. Test proposal # 10-0017, dated 01/06/10 and e-mail test revision dated Oct 06, 2010 approved by BCCO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0611.05 Expiration Date: Apri121, 2021 Approval Date: October 08, 2015 1-1 6' MAX. _ 15" MAN. HEAD/SILL CHEAO/SILL CORNERS A i \ K, / V \' 1C L \ M v " I m c� o )Y Oi n u ILL O1 i n / II / LOCK OPTIONS I OR 2 SEE SHEET 5 i 11 GLASS D,L O. DIMS, D.L.O. HEIGHT (DOOR k SIOELITE) = FRAME HEIGHT - 14.875" D.L.O. WIDTH (X DOORS do 0 PANELS) - FRAME WIDTH - 11.875" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 20")/2 DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH - 3.250" DOOR LEAF WIDTH (XX DOORS) _ (FRAME WIDTH - 7..750")/2 SERIES -249 ALUMINUM FRENCH DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT RAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 19Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMSEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, LOAD BEARING AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT Willi OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. O.L. OPC. 38 5/8" LEAF WIDTH SURFACE APPLIED FALSE MUNTINS MAY BE USED HINGE OPTIONS SEE SHEET 5 {off HEAO/SILL ANCHORS - AT' STILE ENDS - C 0 4,u iYPI.AI ENATION ( X ) SINGLE LE E. DM • •• • • • • ••• • •• ••• •• • • • •• DOORS/SIDELITES ARE RATED FOR LARGE MISSILE IMPACT. H("W ARE NQj REQ�I". • `• — • --•_•— _'I —i • • • • • • • ••• • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • •• •• • • • •• •• 000 0 • 0 ••• • 0 L[ r MUM (fF_1 F DOOR &%"Ng Cod.MIW� AaepA.n n._ I sad !!. es :ylnM.• Mh A RTS FU, PE70542 CA/N. J538 4.4, W5 9 pHi g L drowing no. W1 1-03 T 6" MAX. 1EAD/SILL CORNERS_ ANCHORS AT MULLION — — - HEAD/SILL ANCHORS AT 4", 7" Al 10' FROM END OF '661MAX. B AT 3 O.C. TYP, AT HFAO/SILL TESTED FRAME WIDTH TYPICAL ELEVATION 1 1/4' MAX 1 1/4MAX 41 7/8" ° •• ••• .ITE FRAME WIDTH XX DOOR FRAME WI H E WIDTH •• 3' '.IYP. 7yp� • F CA �....__. ',...-. __ / SURFFALSCLIUNTINSED ANY BE USED • D.L. OPG. 38 qw IN i \ / I \ ii _HINGE OPTIOKS I \ j SEE SHEEv 5 I II / E I II \ / I _ it �I I u I II IOCH OPTION 2 i II \SEE SHEET 5 u \ u I I \ i %n G INACTIVE _ 4 ACTIVE 30' 30" 29 7/8" 3A. OPC. O.L. OPC. D. L. OPG. 38 5/8" 38 1/8" LEAF WIDTH 38 5/8' �tF WB)T f LEAF WIDTH LEAF WIDTH u u V", TYPICAL ELEVATION I _ I n u n u I ( OXXO ) •• ••• • • • • • •• _W1TII I'ANE�,$IpSLiTS 11 11 • • • n u D II u u n II If n n u u II • D.L. OPG. 38 qw LEAF WIDTH LEAF WIDTH TYPICAL ELEVATION ( OXXO ) •• ••• • • • • • •• _W1TII I'ANE�,$IpSLiTS • • • • • • w • • SIIJJ�LI_TF.0Y1'If�N �y_SH 1_�n_OR •• ••• •• • • • •• MAX. FRAME AREA NOT TO EXCEED 125.84 50. F7. PER FBC 2014m • • • • • • • • • . . . . . ..... • • • w • • • . • ••• 0 • /tODUCCBE � ED FbrWr YFAMoIC^do A4otyt►ota No,f�_ bOf' t�yaM. = 4 d - o -drawing _. no. W11-03 CORNERS HEAD/SILL ANCHORS M1pi0RAT r SAT-MUlUON Nr;-.OE— /-FRAMEAT DOOR AND SIDELITES 166 1/4" MAX AT HEAD/SILL 46 5/16" FRAIAE WIDTH 3" XX DOOR FRAME WI H TMP. �IH+-E�AD/�LSURFACE APPLIED I 1 FALSE MUNTINS MAY BE USED II it HINGE OPY104S \ 11 I' / SEE SHEEY5 1 11 '1111 V. 11 II 11 �, ' n n LOCK OPTION 2 \ SEE SHEET 5 \ 1 n D o \ I V 11 1 I I 11 II II IL � h -__ INACTIVE _ .._ _ ACTIVE- I 'I-I-rI----r- - 41 5/8 _ _ 307/8"-" - - 29 -- -- �+ -'- D.L. OPO. D.L. OPG. D.L. OPG.s 46 3/8" 38 5/8" u SIOEUTE WIDTH LEAF WIDTH 38 5/8" LEAF WIDTH TYPICAL ELEVATION •• ••• • • • • ( OXXO ) • • • • •• • • • ••• �YLTH DIRECT SN:1 SIDSLITES • • • • • • • • • • • •• ••• •• • • • •• SIAELLTE OPTlQN WITH DOOM MAX. FRAME AREA NOT TO EXCEED 125.84 SO. FT. PER F8C 20;4 • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • . . • . . . . . . . . .. .. . • • •• •• NIS "LODUC r REVISE" so espy* win, the Finrlih Yr%Ye{COM � Rw?Yrb. Mlt. IVW rdc= 1{f►aJ fLMC .o o g 1 33 3 drawing no. W1 1 —03 OCK OPTIONS I OR 2 - SEE SHEET 5 \ O Em TYPICAL ELEVATION ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 5 SINGLU LEAF DDog_W tIT { �jjgG1�F fiUNG gpfT. iN$ERT 3—H. WINDOW INa R'1 OPTION NOTE: T.M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Op = +65 —80 PSF EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD •• ••• • • • • • •• / 14 cl \ 14 s • •• � • • ••• • � I 14 I ACTNE 30' LL/ C1. L. OPG. , 38 5/8' Em TYPICAL ELEVATION ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 5 SINGLU LEAF DDog_W tIT { �jjgG1�F fiUNG gpfT. iN$ERT 3—H. WINDOW INa R'1 OPTION NOTE: T.M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Op = +65 —80 PSF EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD •• ••• • • • • • •• • •• • • • • ••• • Engr: JAVAD ARLMO CML • • • • . • . • • ILA P A 7O59Y • • .. • CA. 3578 . . . . . . . • • • . . • . . . . .... . . • • . • • • . . • 000 Sr 3 tui, • . ••• . • . . . . . . . . . •• •• . . • :090: ... . . • 000 . 0 VWDUCt REVISED m com,$)%g*hb ibe FIo" bmwwg Codi AaeDn.a No,1 — 611'6f jfq{rMN�lhle yj 21 AL) pnlr ied�tl drawing no. W1 1-03 SINC.LF LEAF (X) DOORS WITHOUT SIDRLITES DESIGN LOAD CAPACITY - PSF FRAME CORNERS AND GLAZING BEAD TO PANEL SEALFO LOCKS 1 & 2 LOCK OPTION Al \ CLASS TYPES GLASS TYPES FFRAMEMOTH FRAME HE1GH' OR Al' 'B' OR 'BI' INCHES T.IN1,(_ 9 0.0 80.0 100.0 141.0 x • m • 1 1 I ACTIVE \ (x) SINC.LF LEAF (X) DOORS WITHOUT SIDRLITES DESIGN LOAD CAPACITY - PSF FRAME CORNERS AND GLAZING BEAD TO PANEL SEALFO LOCKS 1 & 2 LOCK OPTION Al \ CLASS TYPES GLASS TYPES FFRAMEMOTH FRAME HE1GH' OR Al' 'B' OR 'BI' INCHES T.IN1,(_ 9 0.0 80.0 100.0 141.0 Ex7.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STO• THRESHOLD LIMIT EXT.(4) LOADS TO 58.0 PSF LACKS: OPPON #1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF LOCK STILE, 48' FROM BOTTOM FASTENED WITH (2) 1/4-28 X 2-1/2' MS CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF LOCK STILE, 39-1/2" FROM BOT70M FASTENED WITH (2) 08 X 5/8" PH SCREWS AND (2) #8-32 X 1-1/2' OH MS CONCEALED FLUSH DOLTS AT TOP & BOTTOM OF LOCK STILE, MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 11-1/2" AND 89-1/2' FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2" FH MS 1, e / / / f / (xx) DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF {OCILQPTVIN .2 GLASS TYPES FRAME WIDTH FRAME HEIGf T _'A', 'Al', 'B' OR '81' INCHES INCHES EXT. INT.(-) O9 80.0 XT. ( FOR STO. TTHRSHOWN ESHOLDLWIT XT.(+)WLOADS O 58.OSIPSSLFOJ 3 POINT LO K SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED WITH (2) #12-28 X 2-1/4" OH MS METALLIC STRIKE PLATE AT 40' FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE, MANUALLY OPERATED LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE LOCATED AT 10-1/2" & 76-1/2' FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2" FH MS I I I \ h \ v \ I \ I � \ I f , r i 1 I / / 1 / r / 1 / I / I I i FRAME CORNERS AND GLAZING BEAD TO PANEL SEALFO / \ / I \ A4x.p/.—'4. ( 1 xm*m . D.I. • • 1 1 I \ INACINE ACTIVE (xx) DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF {OCILQPTVIN .2 GLASS TYPES FRAME WIDTH FRAME HEIGf T _'A', 'Al', 'B' OR '81' INCHES INCHES EXT. INT.(-) O9 80.0 XT. ( FOR STO. TTHRSHOWN ESHOLDLWIT XT.(+)WLOADS O 58.OSIPSSLFOJ 3 POINT LO K SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED WITH (2) #12-28 X 2-1/4" OH MS METALLIC STRIKE PLATE AT 40' FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE, MANUALLY OPERATED LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE LOCATED AT 10-1/2" & 76-1/2' FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2" FH MS I I I \ h \ v \ I \ I � \ I f , r i 1 I / / 1 / r / 1 / I / NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION \ DECLARATORY STATEMENT OCA05-DEC-219 4\ SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF LOCK OPTIONS ql & q2 GLASS TYPES O DOOR FRAME WIDTH FRAME HEIGHT 'A', 'Al', B' OR 'BI' INCHES INCHES EXT.(+) IML(-) 42 109 85.0 1 80.0 GLASS TYPE 'P' B S.H. WOW EXT,(+) LOADS SHOWN A80VE ARE WITH HIGH THRESHOLD FOR SIO. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF Hl GF$1 7-5/8' LONG ALUM BUTT HINGES, AT 12" FROM EACH ENO AND ONE AT MIDSPAN OF LEAF. OPTION # 3-1/4 LONG ALUM PIVOT HINGES, AT 12° FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH (2) 1/4-20 X 1-1/2' MS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2' MS ZZALANT_S; I I i FRAME CORNERS AND GLAZING BEAD TO PANEL SEALFO / \ / I \ A4x.p/.—'4. ( 1 xm*m . D.I. • • 1 1 I \ / I • 5 MUODVE ACTIVE NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION \ DECLARATORY STATEMENT OCA05-DEC-219 4\ SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF LOCK OPTIONS ql & q2 GLASS TYPES O DOOR FRAME WIDTH FRAME HEIGHT 'A', 'Al', B' OR 'BI' INCHES INCHES EXT.(+) IML(-) 42 109 85.0 1 80.0 GLASS TYPE 'P' B S.H. WOW EXT,(+) LOADS SHOWN A80VE ARE WITH HIGH THRESHOLD FOR SIO. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF Hl GF$1 7-5/8' LONG ALUM BUTT HINGES, AT 12" FROM EACH ENO AND ONE AT MIDSPAN OF LEAF. OPTION # 3-1/4 LONG ALUM PIVOT HINGES, AT 12° FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH (2) 1/4-20 X 1-1/2' MS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2' MS ZZALANT_S; FRAME CORNERS AND GLAZING BEAD TO PANEL SEALFO manucFREVISED WITH WHITE COLORED SEALANT. wewPying%ilh the Florid. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. 41".t Cab A4x.p/.—'4. ( 1 xm*m . D.I. ••• • • • • • •• •• • • • • ••• • . . • . • . • • . . • •••• • . • . •. .• ..• . • .•. . • CML FN PE N 70592 4C.AN 1538 SEP (<i '1015 4 U drawing no. W11-03 STATIONARY PANEL (0) OR DOORS WITH SIOELTTES DESIGN LOAD CAPACITY - PSF • • PANEL/DIRECT SET GLASS TYPES FRAME HEIGHT DOOR WIDTH SIDELITE MOTH A, 'Al'. '11' OR 'Eli INCHES INCHES INCHES EXT. (+)7 INT.' (-) 61 41 7/8 (X) B0 (a) 4a 80.0 69.7 as 41 7/8 (X) 80 (XX) 49 80.0 69.7 91 41 7/8 (X) 80 (XX) 46 80.0 63.7 97 417/8 (X) 42 80.0 79.6 101 7/8 0.1x0 (XX)x) 42 aD.O 79.6 109 417/B (X) aD (XX) 41 7/8 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 504 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIOELfTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. DIRECT SET SIDELITE WIDTH - PANEL SIDELITE MOTH = SIDELITE FRAME WIDTH 1-1/4• DIRECT SET SIDELITE WIDTH DOOR FRAAE WIDTH (X) OR (XX) LEAF WIDTH 4" ACTIVE L __ PANEL SIDELITE WIDTH`- DOOR FRAME WIDTH (X) 1-1/4• 1 INACTIVE PANEL SIOEUTE WIDTH -_ _ _-_ DOOR FRAME VADTH (XX) _. i G G L (xG) Ox �SIDELITE W DOOR FRAME WIDTH _ 0 © (A) DOOR ClKllrf w FD�1Ir W CIKIRC W F C A F C • • • •• _ N . • •• \ r ON ••• \ M •• ••• •• • • OVERALL FRAME WIOTH SIDEEDTEE W. DOOR FRAME WIDTH S4DELITTE�W. FriloJ CA) lr /LG7 I _ _OVERALL FRAME WIDTH OVERALL FRAME WIDTH ( Oxx) ( OXX0 ) ( Xx0 ) •• ••• • • • • • •• • •• \ r ON ••• \ M •• ••• •• • • • •• V • ••• • • _ _OVERALL FRAME WIDTH OVERALL FRAME WIDTH ( Oxx) ( OXX0 ) ( Xx0 ) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• I • ••• • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • G U PRODUC F REVISED uerl•y211KnHY Ibe FTnrlh bNdl.2 Cod. Asap..n Ho 1 1<girllY� D.1u { �S� \ •l Catr� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E130D-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 FIA. PE ! 70592 ce. s1a SC. B 2015 orawlnq no. W11-03 ••• • • • ••• • 3/I6" HUT 57PEN'0 CUSS -3/16" HUT STREN-D GLASS r y ; -3/16" HFAT STREWD CUSS --V4" AIR SPACE 3/16" HUT STREN'D CLASS --.090" 1 _• ofte Inlear An Sollex Gear And IC.1 Glosa BY 'Emtman Cnemhat Co.' -3/16' HEAT STHEN'D GLASS 090' Interlayer 3/18" IIUi STREN'D GLASS 090" Interlayer .090" Interlayer Sent Claa ry 'Kuroray t Z J yg; Sof lex Clear And Color Glass SeniryClan By America, Inc. -1/8" HEAT STREN'0 CUSS Fa 3/16" HEAT STREN'D CUSS By 'Eastman Chemical Co.' By 'Kuraray America, Inc.' J/16" HUT STREN'D CLASS .090' FFF6 0 GE RCS GE RI57701 3/16" NEAT STPF14'0 GLASS 3/16' HUT STREN'D GLASS SILICONE Interlayer K By ' uroray Americo, Ins.' ACC o � CE 1200 SILICONE -GE RGS7701 CE 1200 M SILICONE GE RGS7701 GE 1200 -CE RGS7701 GE 1200 1/8" HEAT STREN'D CLASS SILICONE al -GE RCS7701 C V t• GE 1200 \ 2 I I r iii I \ io ] V \ Q rn Iy C O 7 ^ -- 3 'Y a 1 O ALUMINUM ja�j .1 SPACER I ) ALUMINUM Q W d P - W w 574 w SPACER cc 4 T ENDS r'"r A 4 M /2" FROM u -AT 4M /2" FROM ENDS 1P AND 10-1/2" O.C. AND 10-1/2" O.C. � 3 AT 1/4 POINTS ALL SIZES }y AT 1/4 POM1T5 AIL SIZES W a �I1SS 'TYPE -'A' GLASS 'TYPE 'AIGLASS TYPE GLASS TYPE 'III' GLASS TYPE ` (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) V y J JZ LL GLAZILYG_ OPTION i U i30 1 s 0000 � C OO ZQ � GLASS TYPES 7'A' OR 'B' (ABOVE) GLASS TYPES At' OR 'BI' (ADOVE)`A� p r ICONE _1200 701 a14, SILICONEGE GE RGS7701 GE 1200 0. i3 PRODUCT REVISED•a jAy#.K.1U Ike Fk"W"Dli/ri4r Cate CPOINTS ON LITES w •• •• • • • • TAN 36" 39 AT 1/4 POINTS ALL SIZES • • • • • • • • • • • pi GLA7,_�1G DF;TAILS_t�'� S[llELIT�, • • • • • • • • • • � • i • • • r--�-- •t Erg,; JAYAD AHHAO r CML 3 • • • • • • • • • • • FLA PE y 70592 CAN. 3538 • • • • • 3 • • • • ••• • • • • • drowing no. 0 3 9015 W1 1-03 sheet 7 of 16, ••• • • • ••• • 1/2" MIN. SH BOLT OR SHOOT BOLT'S PENETRATION (8 R TYPICAL ANCHORS - -- rSEE ELEVATIONS iBY W000 BUCK FOR SPACING EDGE DIST. / ALTERNATEt ANCHORLOCATION"a15 ONS FOR SPACING MIN. BOLT OR BOLT 8 I (SEE LTYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL EDGE rSTRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PERNAT� • .�. I. -._.I �-, • AL '^ • •\ • • ! • • • • 00 0 1/2" FROM v' ' ' ' d0 ° v v - '' • v' h o. • .° Engr .ANMLAHWD SILL ENDS ° I \—TYPICAL ANCHORS " v TYPICAL ANCHORS v TYPICAL ANCHORS , M PE r 70592 EDGE_DIST. SEE ELEVATIONS SEE ELEVATIONS • • • • • ••'?EE Eltl•ilONS • CAN. J53B FOR SPACING EOCE GIST. __ FOR SPACING �.g E: E DIST._: • :FOR SPA•ING • • HIGH THRE • • • • • _ .T STANDARD THR 4HOI D • • • �{ I • • • • • APPR'D FOR WATER RESISTANCE APPR'D FOR WATER RESISTANCE • • • NOT APPR'D FC•T WATER;I SISTAMCF. • • • LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 58.0 PSF • • LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) 1DIrl OPERATING IJNT7'S V OPERA'�NG UNI'CS -�_ o_ I ' n o n drawing no. W11-03 Z R� I � o xTWWo 0 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS v p MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER C THEM TO THE BUILDING STRUCTURE. fl n p TYPICAL ANCHORS: SEE ELEV. FOR SPACING LL W 1/4' DI T A ON BY ICO' (F°:177 KSI, FY -155 KSI 91ry6 P_ 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w ^ d 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 113Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (IIEAD) n 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY � x 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) } ¢ n 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAM8S) �10 1 /4" 01 T KG OR SELF F DRI IN SCREWS (GRADE 5 CRS) J Z C INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK, = 1/81) 0: M m X INTO METAL STRUCTURES' p O STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) -0 0- 1' ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) z � li (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i n a ' �CAL_ED DISTANCE a W INTO CONCRETE AND MASONRY = 2-1/2" MIN. .. INTO WOOD STRUCTURE = I' MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SO - 0.55 MIN, CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLCW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. PwDUCFRF-VTSEO rta.ptyh/w11h11tcFMrf4 n� b".4 con. AOrcpu"' No� 1 X.Pkwk. D.1,1[aL nL 4 .. OPERA'�NG UNI'CS -�_ o_ I ' n o n drawing no. W11-03 a/8- MAX. METAL RU STCTURE TYPICAL ANCHORS J/8- MAX. TYPICAL ANCHOR$ SEE ELEV. FOR SPACING LL/ LOCK OPTIONS 1 OR 2 AT SINGLE DOORS OPTION I SHOWN SHEET 5 FOR DESCRIPTION O BUTT HINGES IN—ACTIVE LEAP ACTIVE LEAF EXTr RIOR D.� TG-- - -- J8-5/8• IAA)(. LEAF WIDTHf— --- 41-7/8- MAX. FLUSH BOLTS AT TOP & BOTTOM LEAF WMTH _ _ LOCK OPTION 2 AT DOUBLE DOORS SHEET 5 FOR DESCRIPTION 27 EXTERIOR IEAF MOTH 80- NAY. • • *09 • 6 FRAME WIDTH • • • • • • • •• • • • • ••• • •• ••• •• • • • •• PRODUCENF•VfMID En JAVM LML AHIMO hwAms C.4 r ev.ylTL�wNA ITK iMrW qr. • • • • • A«wi• N. - t I( RAC . 70591 • • • • L�ttw� pAft APE 38 03 TBY WOOD BUCK �3 TYPICAL ANCHORS i' SEE ELEV. FOR SPAC114G V aA Z I � V O 0—t ALT. FRA1�E�lAbB � it v pp m 3/8- MAX. P 0' _ Q � Q M On O .J Z� u 3 L 0 00 m -0IL y z CL � • f • 0 • . . .. .. OPERATING UNITS a drow i b W19 1 1 03 OR 16 '-,-_010 X 3/4" PH SMS AT 6" FROM ENDS \V-- _ _ AND 24" O.C. MAX ALT. FRAME JAMB 3/6" MA%. . SHIM'.. CHS N10 % 3/4" PH SMS AT 6" FROM ENDS 3 AND 24" O.C. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING u i6 21 2 I C� ALTERNATE " WEEPS - - � ° 1/2" FROM d0 ° .. ". v. • �.. •. SILL ENDS ° TYPICAL AN EDGE LIST. -SEE ELEVATIONS FOR SPACING ANEL SIDELITE UNIT (S1'p.. THRESHOI. p 010 X 1" PH SMS A7 4" FROM ENDS � AND 16" O.C. MAX. N �/ S EXICEKIOR _ SIDELITE LEAF WIDTH T _ IIOEUTE WIDTH 11 I/a'I DOOR LEAF WIDTH = SIDELITE FRAME WIDTH - 3.25^0'' ••• TYPICAL ANCHORS -- • SEE ELEVATIONS ALTERNATE EDCE DIST. FOR SPACING ANCHOR LOCATION •• .ANCHOR. LOCATION V 'o cy - M1! (//C % uW g �Q • • OR 16 '-,-_010 X 3/4" PH SMS AT 6" FROM ENDS \V-- _ _ AND 24" O.C. MAX ALT. FRAME JAMB 3/6" MA%. . SHIM'.. CHS N10 % 3/4" PH SMS AT 6" FROM ENDS 3 AND 24" O.C. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING u i6 21 2 I C� ALTERNATE " WEEPS - - � ° 1/2" FROM d0 ° .. ". v. • �.. •. SILL ENDS ° TYPICAL AN EDGE LIST. -SEE ELEVATIONS FOR SPACING ANEL SIDELITE UNIT (S1'p.. THRESHOI. p 010 X 1" PH SMS A7 4" FROM ENDS � AND 16" O.C. MAX. N �/ S EXICEKIOR _ SIDELITE LEAF WIDTH T _ IIOEUTE WIDTH 11 I/a'I DOOR LEAF WIDTH = SIDELITE FRAME WIDTH - 3.25^0'' ••• • • • • cl o i t • •• V 'o cy 00 L}zM • •• • • • • ••• • J � 16i� El'•• a _ - to WEE E ` JZti4 T 5 y U g 21 5 o0M m ._ LEAF WIDTHH Cao � H 3:n, • • • • O i TYPICALWORORS • • • • • -SEE ELEVATIONS • • • FOR SPACING monucruevlseD 0--U=l SHOLD � � � A�91weNu is--oGfllnt o = o s'N"".. 0.1� 1, E6. V2 • • • • • • • • • • • •• •• ••• • • • •• •• • • • ••• • PANE. SIDELITE UNITS 01MN) c I 7059238 c7 n d drawing no. 32015 (W11-03 . z c( cl o i t of a4 V 'o cy 00 L}zM J � 16i� a _ - 011O WEE E JZti4 T 5 y U g 21 5 o0M m ._ LEAF WIDTHH Cao � H 3:n, v :2'n IUTT HINGES O i DOOR FRAME WIDTH monucruevlseD � � � A�91weNu is--oGfllnt o = o s'N"".. 0.1� 1, E6. V2 PANE. SIDELITE UNITS 01MN) c I 7059238 c7 n d drawing no. 32015 (W11-03 JIIRECT SU, ,SIDFLITE UNITS TYPICAL FOF AND I6` O c."Z. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • •FLA. K • • • • • • • •CAN. • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • tRODUC f AFVfSED reMpyMy wllM IAT FTorllc bowi.j Cob Aetepf". Nu I 6 1. T RyN••w D.n 2t 14pad mdr t C DIRECT SET SIDELITF UNITS 4% z 9 P �o Oaao 0 LL z Q M K �Z� Ul W V r9i 33 0 Mo V D. p 0 32a M IL t� 'n a orowmg no. W11-03 t12 -.060 1.750 4.000.- - v _ .093 -.062 1.750 2.375 1 r .625 062 L-- 1.750 L - .50.0_ 2-�75 O J +1 F -.S32 a 6 � O $� O 1.843-� C C, U FRAME HEAD C) TM -099 8.250 '090 37 PANEL GLAZING BEAD O TM -155A 1.843 .145 3.485-- �'\ SIDELITE HERO/SILL HI v GW -30769 C t v _ 2.375 2.125 r13 R-)��-, N1465 O .062- 125 e.310 V CENTER HINGE 4.672 _T00 K_ZFgJJ$ 4.000 N-Q•_ 1.888 F1 1,262 SIDELITE GLAZING DEAD (INSUL. LAM. GLASS) PIVOT HINGE _10.J1V�0q 1.5601•.57 M��xmJNn�•I 1.750 -.-. - DOOR BOTTOM RAIL 7M-29236 GW 37889-A OUTER HINGE .250 2.062 •125F JAMB/SIDELITE NA5499 FRAME 4WNR vT75 .125 .082 'I0� 1.376 2STD. SILL ADAPTER 500 BA5796 .166 MID RAIL CORNER CHANNEL O -.062 625 1750 G93 701 65 3661 - LOW HOL0 1,856 8 7DK9 _ 3 �0^ZZ_ ORM .062 L 4.090- -[.093 HINGE a 3.675 .835 •2r av4^aIwDOOR Z. 14.000 CAP 0/10 , DOOR HINGE STILE x 1/2' F.H. 5M6 HIGH SILL ADAPTER TM -193 -7 -tgrgA_; TOP/BOTTOM RAIL 2.000 ° -_% --2157 7M-104.562 4.530 123 INSUL. GLASS PANEL ADAPTER rDOOR 1.595 „ 1 -ae59--_] 3 J IN -32994 3.500 7.669825 1.930 . .554 t o C2.040 .62 I1.750 ----'-4.000 - 1.574-j 11 00 2.000 I � FRAME (STD.) c, 'HT 30SILL Cl BA8797M-121A TM 180 .075. - 4,000-6 2.126 • 4 07VIEATHER-STRIP ADAPTER O ACTIVE LEAF LOCK STILE TM -172 �; G BUTT3 2.02•-• • • • • • • • • • • • • • • • • • •Y19-EU .082 wNY 1M Florid p •IMWCy�toern g4 c v '• ^ ° O "y o Sv S GW-31828 -`-4.659 075 7HgI0N.G-E-_ Ny"uE D eAftu�OvL�nV L0) .999 TM1tL L �••• 4.000 Engr. JAVAO ,W WD p Y p 1,�0 I 1 1,750 1.287 r J15 050 1Y ..j00 1.554 .300 ,125 I( {�-_ _(. FtA. PES/ 70592 ✓ 7T8Mr 4C" • ••• t. -J •_:r ^-}8 •••CAS576 0 • 1.908 ' k 305 1.799 f» --2.011--J --1.779 M- ,\-1,•%Sti• • •'-ll • • • C� SE 7 rawing no. l "COLI .625 SIOEUTE GLAZING BEAD (LAM. CLASS TM -157 4A INACTIVE. LEAF LOCK STILE 7M-36048 REINFORCING BAR 31 TM -182 LJ J 1015 ALT. DOOR JAMB/SIDELITE FRAME ALT. FRAME COVER W 1 1-03.) r___ BA BA [iheeL 12 of I ( • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • ••• • • i 6 i f /o A I1 i 21 FRAME TOP CORNEg SIDELITE CORNER I DOOR LF CORNEg 26 j f i FRAME BOTTOM CORNER ITEM / PART / QUANTITY DESCRIPTION 114ATERIAL MANP./SUPPLIER/REMARKS 1 iM-099 1 FRAME HEAD 6063-T6 PER TM SPECIFICATIONS _ LOW_THRESHOID _ FRAME JAMB &T -TB 6063-T6 6083-T6 M SPECIFICATIONS TA 8970KB BA5499 8A BA TM -172 1 2 AS REGIO.— AS RE00. 1 _ PER TM SPECIFICATIONS J PER TM SPECIFICATIONS PER TM SPECIFICATIONS PER TM SPECIFICATIONS PER TM SPECIFICATIONS _ ---- JA 30 4 ALT, DOOR JAME/SIDELRE FRAME 606J -T6 _ PLT. FRAME CWFR 6063-T6 ACTIVE LEAF LOCK STILE------ - -- 4A _ TM -36048I INACTIVE LEAF LOCK STILE _ PANEL HINGE STILE _6063-T6 _8263 T6 6063=Tg PEA TM SPECIFICATIONS PER TM SPECIFlCATWNS 5 TM -32995 1 6 TM -32991 1 PANEL TOP/BOTTOM RAIL _- - WEATHERSTRIP ADAPTER _ _ 606_3-T6 6063-T6 PER TM SPECIFICAT" 7 GW 31828 4 - END OF DOOR STILES (TOP/BOTTOM) 8 FO 107 J/ LEAF _ BUTT HINGE -PIVOT 6063-Tfi SULLIVAN k ASSOC. BA - 3/ LEAF -_— HINGE 6063-T6 LOIRA 9 _ _CW30769 AS REOD. _ SIEUTE HFAD/SILL 6063-T6 - 10 6W 32222 2 DOOR LOCK INSERT 6063-T6 LOCK STILE 11 CW -34808 2/ LEAF PRESSURE PLATE -TIE R00 ALUMINUM 4' TONG -- --- 72 F8 1202 2/LEAF _ FLUSH BOLT ASSEMBLY AIJMNUM SULLIVAN & ASSOC. 15 _ __7M -121A AS READ. 'H' MULLION - 6063-T6 - 16 32001 AS REO'D. FOAM FILLED BULB W'STRIPPING - .187 X ,250 T -SLOT 16A 32084 AS REQ'D. MULTI FLAP FOM/ FILLED BULB W'STRIPPIND - y IfiB 32011 AS REO'D. FONT FtLLEO BULB W'STRIPPING .187 X .350 T-1107 17 TROT 2/LEAF FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP/BOTTOM) 6063-T6 M k M PLASTICS - 19 TM -29236 1 PANEL BOTTOM RAIL 6063 -TB - -- 20 - AS REOD. _ _ /10 v 1/2" F.11, UNDERCUT SMS. STEEL AT FLUSH DOLTS 21 - 2/LEAF 1/2'0 THREADED ROO, WASHER & NUT STEEL TOP/BOTTOM END RAILS 22 _ 23 _25 __. -._ '..V DEAD BOLT LOCKING HANDLE __�.._. 1 JB_ .MULTI POINT LOCK— .. OUST PLUG (OPTIONAL) #10 . I" P.H. SMS. (ASSY. SCREW) -�. p NO STEEL ACTIVE LEAF, 41' FROM 130TTOM DOOR JNAB INSTALL. SCREW HOLES DOOR FRAME MEMBERS/MULL CLIPS AS REOD. 28 BA5798 TM -180 AS REOD. AS REDD. -I _— STD. SILL ADAPTER 60fi3-TS PER TM SPECIFICATIONS PER TM SPECIFICATIONS PCR TM SPECIFWA710NS- _ - PER TM SPECIFICATIONS SIDE LITE GLAZING PERIMETER _ 30 NIGH SILL ADAPTER (USED WITH STD. SILL) 6063-15 SILL COVER _ -_�-_--- 6063_-T6 31 _ JS 37 JB TM- - LOCK STILE REINFORCEMENT !_ SIDELITE GLAZING BEAD (LAM. GLASS) SIUELI_ GLAZING BEAD QNSUL. LAM. GLASS) PANEL GLA21NC BE40 _ _ INSUL. GLASS PANEL ADAPTER SETTING BLOCKS (I/B" X 3/4' X 4' LONG) 6063-T6 6063-T6 6063-T6 6083-T8 6063 -TS EPD M SIDE LITE GLAZING PERIMETER PER TM SPECIFICATIONS PER TN SPECIFICAl10NS T TM -155A OPTIONAL TM -194 - 39 _ AS RE01C DUROMETER 80tS SHORE A t,l • • MID RAIL CORNER SINGLE DOOR W/ S.H. WOW. • • • • • • • • • • ••• •• • • • •• •• ••• • • • ••• 0 • DOOR COMPONPNTj PODUC F 14EVISED •6•A•071r0 wah the Fl.A" bwk*.E Code Aeeept.ace No 641(iAb��•�` >M1rMIN fNte � PAG poria b o n drawing no. W11-03 • • • • • • • • • • Engr. ,LAVA ANMAO CML • • • • •OFLA, PE # 70592 AN. 3 • • • • � • • • • • • • • • • ••• •• • • • •• •• ••• • • • ••• 0 • DOOR COMPONPNTj PODUC F 14EVISED •6•A•071r0 wah the Fl.A" bwk*.E Code Aeeept.ace No 641(iAb��•�` >M1rMIN fNte � PAG poria b o n drawing no. W11-03 C� X 1-1/2° FH SMS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1 I I i I I #10 X 1-1/2' FH SIAS SEE ELEVATIONS FOR SPACING M l� W � m n � oo n J 3 a 33wa oam m 3 Z z Q w 0. o O_ PsoncrREYMn r—PIT&%with IN FW A CW."�jgAeq IS -0 T c,brw•wl._� sI • • • • • • • • • • • • • • • • MILD A OPERATING UNITS W/ S.H. WDT a o ry m n c •1 3 Ee9r: JAVAD AHMAD a n a N CIVIL 3 ` • • • • • • • •Flj PE AN. • Hl—THRESEIOLD • • • • • • • • • • • • • • • ••• • • • • • • • • • • OPTION $F 1��� < S drawing no. W 1 1-03 (sheet 74oi 1B • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 3/8" MAX. \ 110 X 1-1/2" FH SMS sELIO El FOR SPACIINGGNS WOO RUCTU0, - - -_ 4EN 2flY DO DUCK 3 _ 3/n MAX. SHIM METAL STRUCTURE\ TYPICAL ANCHORS SEE ELEV. FOR SPACING LLOCK v \ exr� Taloa TYPICAL ANCHORS OPTION 2 SHOWN SEE ELEV. FOR SPACING SHEET 5 FOR DESCRIPTION D.L. OPG. (FD) (FIXED) ---- FIXE /--� 16 ACTIVE LEAF S.H. WINDOW WIDTH -- 38-5/8" MAX. LEAF WIDTH 41-7/8' MAX. 3/n MAX. SHIM METAL STRUCTURE\ TYPICAL ANCHORS SEE ELEV. FOR SPACING LLOCK OPTIONS 1 OR 2 AT SINGLE DOORS OPTION 2 SHOWN SHEET 5 FOR DESCRIPTION CC) /--� 16 .'3/8" MAX. F 1 r SHIM • 1YPICAL ANCHORS SEE ELEV. 14. 16 FOR SPACING - a 21 It. 5 _- HINGE OPTIONS SHEET 5 C� 3/ -SH N- IMM /RODUC f REVISED w Implying wflh Me PMA44 W W= C•& AMeNe Nu (T- Oi. \I • L j1MYMM• C.11-142429 V 0 A NC Oa9 0 Igo OG v rJ a a 0 o <o a3O LL�inI ti J 'a m 3QM p a' 0) J W J 8 1 7 '. C_ .! Vf W U rY�i oaCa) i O ~ 3za D_ a Ia0 a drawing no. W11-03 ----- W000 DUCK /--� 16 ACTIVE LEAF 1/ 16 EXTF,RIOI2 21 :. TYPICAL ANCHORS - SEE PAC FOR SPACING S-SL ��— ,3 OPG. 38-5/8" MAX. • ' • • • • • • LEAF MOTH •-0 i • • • • • 0* 41-7/8' MAX. • • • • • • • • FAME MOTH `-- -- Ergr. JAVAD AHNAO CMC SINGLE (X) OPEFA'fING UNITS IY/ • SA WDW.� 000 � • � 090 • • FLA. PE 70592 C.F.N. � � s • • � � • • • • • • • • • • . . . . • i . • . . . .. .. . . • .. .. ... . . . •.. . . /RODUC f REVISED w Implying wflh Me PMA44 W W= C•& AMeNe Nu (T- Oi. \I • L j1MYMM• C.11-142429 V 0 A NC Oa9 0 Igo OG v rJ a a 0 o <o a3O LL�inI ti J 'a m 3QM p a' 0) J W J 8 1 7 '. C_ .! Vf W U rY�i oaCa) i O ~ 3za D_ a Ia0 a drawing no. W11-03 062 .062 _625 .936 .130 dJ-375 ...-_ I .2501 F FRAME HEAD 750 1.000 "0� 1.749 937 FIXED MEETING RAIL l.7sa- 'F-- .940 7•- `7 1.121 5 - -•0 fi I 1.562 .• 750 STD. VENT TOP RAIL - IF .882 .062 ,674 d r .617 - SASH LATCH 060 2.250 2.725 LI I --1.754- VENT BOTTOM RAIL FIXED RAIL REINF. DOOR STILE REINF. SASH SIDE RAIL -j .969 1 I 877 1.875 3 -j --I- II 913 055 F- FFFF 1.460 FRAME JAMB Z.O50 2.626 .66 9 1.937---j FRAME SILL CLASS STOP ANGLE PART 0 I READ. I DESCRIPTION 2.1 TPJ- 117 3.1 _!.I GW -36123 GW -36123 5.1 iN-113 TN -112 7�1 GW -31802 8.1 _ TM -115 aat- 9.1 10.1 - 15.1 16.1 WV -3045 W43201 w43371 NATBRIAL 2 I 1 FRAME JAMB iFLWE SILL 6063 -TG 6063-T6 I PER TM SPECIFICATIONS PER TM SPECIFICATIONS PER TM SPECIFICATIONS - �_ i FIXED MTG. RAIL 0063 -TS 1 -_ I -A 2 STD. VENT TOP RAIL_ _ VENT BOTTOM RAIL _ VENT JAMB -� - _ — �— 6063-T6 6063-T6 6063 -TB PER TM SPECIFICATIONS PER TM SPECIFICATIONS PER TM SPECIFICATION; 2/VFNT SPRING LOA0EO EGRESS LOCK O 8' FROM ENDS 6067-T6 PER TM SPECIFICATIONS 2/VENT LATCH LOCK O 6" _FROM ENDS _ CAST PER tM SPECIFICATIONS AS REOD. 2 - GLAZING STOP ANGLE _ VENT STOP (5-1/4` LONG) ALUMINUM PLASTIC PER TM SPECIFICATIONS PER TM SPECIFICATIONS 2 SPIRAL BALANCE - CALOWELL 4 VENT GUIDE '-_----� PUS11C PER TM SPEC6TCATIONS AS REDO. AS REOD. BULB WEAtHERSTHIP FIN SEAL WEATHERSTRIP -___--_- vdm WOOL_ PER TM SPECIFICATIONS PER TM SPECIFICATIONS AS REOD. FIN SEAL WEATHERSTRIP w_—~T WOOL PER TM SPECIFICATIONS x'10 x 1" P.H. SMS I _ FW EVENT ASSEMLY SCREWS _ CRS FIXED RAIL REMFORCING ALUMINUM PER TM SPECIFICATIONS DOOR STILE REINFORCING ALUMINUM PER TM SPECIFICATIONS S�-{._SYIND01Y COMPONENTS 7. 6. t Ei9,: JAVAO AHMAD CML • • • • • • • • FLA. PE / 7 92 ,r • • • • • • • GAN. 35 9 FRAME BOTTOM GOR FR VENT BOTTOM CORNR $E 2UI, • • • • • • • • • • ••• • • • ••• • • PROUt1C F REVISED ro pjy"xNk tht F1nHN N•IJImE CM• P AetePl••t�Nu lc eL11, Lgir•IF IhN FJ LAI N M �n JZC2 J = U 00m 01 ,�a c o i 3n1L N n. 0 q6 S orowing no. W 1 1-03 r 5. � s VENT TOP CORNER 7. 6. t Ei9,: JAVAO AHMAD CML • • • • • • • • FLA. PE / 7 92 ,r • • • • • • • GAN. 35 9 FRAME BOTTOM GOR FR VENT BOTTOM CORNR $E 2UI, • • • • • • • • • • ••• • • • ••• • • PROUt1C F REVISED ro pjy"xNk tht F1nHN N•IJImE CM• P AetePl••t�Nu lc eL11, Lgir•IF IhN FJ LAI N M �n JZC2 J = U 00m 01 ,�a c o i 3n1L N n. 0 q6 S orowing no. W 1 1-03 r Florida Building Code Online BCIS Home I Lop In It User Registration Hot Topics Submit Surcharge Stats a Facts Publications FBCStaff BCIS Site MapIr Links Search Product Approval y USER: Public User PrOdLst Aoo�val Menu > Product or goollcation Sea h > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance method Detail FL16220-R1 Revision 2014 Approved T M Windows LLC 1543 North Powerline Rd Pompano Beach, FL 33021 (954) 781-4430 ocordova@tmwindow.com • • Frank Bennardo • • • • • • frank@engexp.com • • • • • • • goes •gee •••0960• •• •• •600•o• ••• • eggs 0000 • 0000 0000•• • 0 • • • e • s• • • • • 0000•• • 0 0 • •• • ••• - Ouation •• eport from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank Bennardo the Evaluation Report Florida License PE -0046549 Quality Assurance Entity Nati editation & Management Institute Quality Assurance Contract Expiration Date /31/2019 Validated By eith 'E nos, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code ,' Validation Checklist - Hardcopy Received EL16220 R1 COI Index odf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 _app dti.aspx?param=wGEVXQwtDgsNc735fObMijSjN8AMWH6TdO4eG81%2fsDQIXgdMVILYQQ%3d%3d •0000• • • • 0000•• 99•o•• •960060 • 0000• 9000•• *see:* • 0 ••9••e 112 4/13/2017 Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted 04/27/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL # Model, Number or Name Description 16220.1 Series "525" Aluminum Fixed Casement Window Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-75 Other: Series "525' Aluminum Fixed Casement Window - LMI42" x 96" Installation Instructions FL16220 RI II Dwa Ddf Verified By: Frank Bennardo PE -0046549 Created by Independent Third Party: Yes Evaluation Reports FL16220 R1 AE Fval Ddf Created by Independent Third Party: Yes Bacl: '1-77 Contact Ug :: 2601 Blair 219M Road Tallahassee FL 32399 ane: 850-487- 1 � 4 • • • • 0000 • 000000 The State of Florida is an ANEW employer. Coovrlcht 2007-2013 State of Florida.:: PfiyaCV Statement :; • • • • • • • • ---.-5,., Accessibility Statement • • ReRnd Statem nt • Under Florida law, email addresses are public records. If you do net want your a -mall address released in response to a •-rrequest,•• •�_ • • • • • • mail to this entity. Instead, contact the office by phone or by traditional mail If you have a p • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the D do�nt send elerironic any questions, lease conte 7h an Pursdant to Section! • one. The emails provided may be used for official Communication with the licensee. However email addresses are pdbli� y, it o eo ec adtljess if they have • • • personal address, please provide the Department With an email address which can be made available to the public. To de&"t* if you area �cernseeyunderChr • • • • 455, F.S., please click �, ••••••• • Product Approval Accepts: • • • • • • • • • • • • • Credit Card Safe • • • • • • • • • .. . ... . ...... ilding.org/prlpr_app dei.aspx?param=wGEVXQwtDgsNc735fobMijSjN8AMWH6Td04eG81%2fsDQIXgdMVILYQQ%3d%3d 212 S ENGINEERING EXPRESS O E s R . Ta PRODUCT EVALUATION REPORT ENGINEERING EXPRESS EXPERT PRODUCT EVALUATION REPORT 15 >lication Number: FL#16220.1-R1 Project Number: 15-2371 duct Manufacturer: TM Windows, LLC iufacturerAddress: 601 N.W. 12th Ave. Pompano Beach, Florida 33069 iuct Name & Description: Series 525 Aluminum Fixed Casement Window Large Missile Impact Resistant ,oF a of Evaluation: *see** 0.0 0000 •00.0• Th Product Evaluation Report is being issued in accordance with the requirements of 0 0 ida • * 0 • ' • De artment of Business and Professional Regulation (Florida Building Commission) Rg1I�0tLter 61G2Q- • 0000.. 3.0 5, F.A.C., for statewide acceptance per Method 1(d). The product noted above has bppp testecL :0000:' an or evaluated as summarized herein to show compliance with the Florida Building CbuJp Fifth EdiroR••• (20 4) and is, for the purpose intended, at least equivalent to that required by the Code•,U04yaluatigrLoL •': thiE product shall be required following pertinent Florida Building Code modifications or r9?%sjdhs. "'•' .. 0000.. 0000.. s antiating Data: 0000;• 0000.. PRODUCT EVALUATION DOCUMENTS 00 000 •••••• EXyawing #15-2371 titled "Series 525 Aluminum Fixed Casement Window", sheets 1-7, prepared by En veering Express, signed & sealed by Frank L. Bennardo, P. E. is an integral part of this Evaluation Re rt. TEST REPORTS Uni rm static structural performance has been tested in accordance with TAS 202 test standards per test rep rt(s) #0108.01-13 by American Test Lab of South Florida (ATL). Lar missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 r 203 test standards per test report(s) #0108.01-13 by American Test Lab of South Florida (ATL). an No STRUCTURAL ENGINEERING CALCULATIONS ral engineering calculations have been prepared which e the product based on comparative and/or rational Raised Engineer's Sea to qualify the following design criteria: Pages 1 thro`' 1. Anchor Spacing _ 2. Maximum Allowable Size/Pressure Combinations 2� 3. Glass Capacity 4. Anchor Capacity Frank L. Bennarde # PE0046549.,� s increase in allowable stress has been used in the design of each product. 10U 5 V 1Z`" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM Ll Y �.CEN F'b��� J^ 49 9885STATE IF �sS�4NAO��,�' /j��0ltl4f1it4yH1�\���1 Li, ENGINEERING 4/22/2015 X.P.E.R.T. PRODUCT EVALUATION REPORT (CONTINUED) 4 Window, LLC. — Series 525 Aluminum Fixed Window (LMI) Page 2 of 2 following are approved for use in the HVHZ as specified in their corresponding NOAs: • Saflex PVB Interlayer by Eastman Chemical Company (NOA# 14-0423.17) • DuPont Butacite PVB Interlayer by E.I. DuPont De Nemours & Co., Inc. (NOA# 13- 0129.27) :t Resistance: le Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, is accounted for in the engineering design of this product. Load Resistance product has been designed to resist wind loads as indicated in the design schedule(s) on its ective Product Evaluation Document (i.e. engineering drawing). ►ation product listed above shall be installed in strict compliance with its respective Product Evaluation 000* • 0 0 0' iment (i.e. engineering drawing), along with all components noted therein. '..' 0000 product component shall be of the material specified in that product's respective Pi;gggcDvaluAVW iment (i.e. engineering drawing). 0000 nil tions & Conditions of Use: Us of this product shall be in strict accordance with its respective Product Evaluation pecwwent (i.e.•�, • enc, ineering drawing) as noted herein, All upporting host structures shall be designed to resist all superimposed loads and stall p44Df a mliterial� list din each product's respective anchor schedule. Host structure conditions which are'riot Accour4t % ; for ri each product's respective anchor schedule shall be designed for on a site-specific basis by a reg tered professional engineer. All 4 omponents which are permanently installed shall be protected against corrosion, contamination, and oth r such damage at all times. Thij product has been designed for use within & outside of the High Velocity Hurricane Zone (HVHZ) 1bU SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM 0000.. 0 ' ...... 0000.. 0000. 0000. 0000.. 0000.. 0000.. A SERIES 525 ALUMINUM FIXED CASEMENT WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT TO BE USED INSIDE AND OUTSIDE OF HVHZ ZONES GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM El 300-09 STANDARDS, 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE, SITE SPECIFIC LOAD WINO LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE, 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM AL LOY, UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL UE ZINC COATED STE EI., GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED. 11, GLAZING ILLUSTRATED HEREIN UTILIZES SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY (NOAB 14-0423.17) AND DUPONT BOTACITE PVB INTERLAYER BY E.I. DUPONT DE NEMOURS & CO., INC. (NOA4 13-0129.27) 12. APPROVED FOR SMALL AND IARGE MISSILE IMPACT" APPLICATIONS, 13. WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDED IN THIS DOCUMENT AND MUST BE ADDRESSED ON A SITE SPECIFIC BASIS, NOT BY TM WINDOW & DOOR LLC. 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SNOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et, al. INDEMNIFIES & SAVES HARMLESS THIS • • 06: • &NGIN&FR FCR Ali COS=PODAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL • • •AB*CAWOMo SYr&TEIj ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, • • • 6TA"F, T•FEI.RAr COTES & FROM DEVIATIONS OF THIS PLAN. • • • • • 10 !XC•T• •S EXRRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE • • • ? TEOMEO. • • ZD • • • • 0411 16. • AL I111A AON•,•,DDITIDNS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMIT -TED AND INVALIDATE THIS CERTIFICATION- • ••• • • • • AT1f.*d 'AN TES* LAB OF RUTH FLORIDA REPORT NUMBER 0108.01-13 • • • • • ••• • • • • • • • • • • • • • " •• FL #16220.1 ... . . . . ... . . . .. .. . . . .. .. ... . . . ... . . I 15-2371 ICOVER SHEEP I I ) if 8� B 1/4" MAX. FOR ANCHORS TYPE "B" FOR ANCHORS /- ANY JOINT OR TYPE "A", "C", "D' CORNER (TYP.) 6' MAX FROM ANY JOINT OR SURFACE APPLIED, CORNER(fYP.) FALSE MUNTINS !i OPTIONAL -----j i_ _ )'(- --II - - a x____-,___-+___ Ox,2 O -_ I1 ! �V =w - - L- -' L----- �I—Dl.O.---1FRAME WIDTH --1 TYPICAL ELEVATION F- —L. WIDTH = WINDOW WIDTH -4 Ye D.L.O. LENGTH = WINDOW LENGTH -4 y" 6" ANN. Q) SETTING BLOCK -V AT y POINTS IIS M1` �) )� SEF. SEPARATE APPROVAL FOR i �� ----'(---�1---- ALUMINUM MULLION —_ )� 'L----- L !i I� CI --ID FRAME WIDTH — APPROONTGU EDF aY5 ALUMINUM MULLION IS USED TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION D.L.O. WIDTH = WINDOW WIDTH -4 Y.- O.L.O. LENGTH = WINDOW LENGTH -4 K" .090 SAFLEX OR .090 SAFLEX OR BUTAC[TE lN7ERLAYF.R BUTACITE INTERLAYER ?Se" ANN. y" ANN. y" ANN. © 6 yie° H.S. 090 SAFLEX OR AIR SPACE �1 �OUTACX," H.S. TE INTERLAYER IW" TEMP. -I g 8 1/4" MAX. FOR ANCHORS TYPE "R" m N w 16 1/2" MAX, 6" MAX FROM SETTING BLOCK AT Y POINTS FOR ANCHORS ANY JOINT OR 6" MAX FROM TYPE "A', "C', "D" CORNER (TYP.) ANY JOINT OR CORNER (TYP.) '•'•��O• • SURFACE APPLIED ::±r — FALSE MUNTINS !` OPTIONAL • �) )� SEF. SEPARATE APPROVAL FOR i �� ----'(---�1---- ALUMINUM MULLION —_ )� 'L----- L !i I� CI --ID FRAME WIDTH — APPROONTGU EDF aY5 ALUMINUM MULLION IS USED TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION D.L.O. WIDTH = WINDOW WIDTH -4 Y.- O.L.O. LENGTH = WINDOW LENGTH -4 K" .090 SAFLEX OR .090 SAFLEX OR BUTAC[TE lN7ERLAYF.R BUTACITE INTERLAYER ?Se" ANN. y" ANN. y" ANN. © 6 yie° H.S. 090 SAFLEX OR AIR SPACE �1 �OUTACX," H.S. TE INTERLAYER IW" TEMP. -I g SETTING BLOCK AT Y POINTS m N w SETTING BLOCK AT Y POINTS U m 3 '•'•��O• • • • • •• • •• • • • • ••• • ... . . . . ... . • IG1 FL #16220.1 15-2371 SCALD MTs PAGE DE6GlfT10N, COVER SREET EXISTING HOST METAL STRUCTURES (STEEL OR STRUCTURE ALUM. 1/8' MIN. THICK) STEEL: Py= 36 KSI MIN, IDISEDGE DIST lx OR 2x WOOD UCK (OPTIONAL). OT BY T.M. AX SHIM HORS PER HOR SCHEDULE. TYPICAL ATION ON ET 2/7 FOR CING TED ANCHORS PER ANCHOR ELEVATION FOR SPACING " MAX SHIM I v v NOTE: WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. = SEE APPROVED _ GLASS TYPES wJ ON PAGE 2 17 g o OO ,� 1 W z 2 ANCHORS PER ANCHOR SCHEDULE. p THRU 18Y INTO CONCRETE 12846 PSI MIN) OR GROUT w SEE TYPICAL ELEVATION ON SHEET 1/4" DIA. ULTRACON BY'ELCO' (Fu -177 KSI, d F 2/7 FOR SPACING U = 1-3/4" MIN. EMBED INTO CONCRETE OR GROUT FILLED O COO 2 SEAL SCREW HEADS TYPE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH SEALANT (TYPA Y" 2. Gs0.55 MIN) p1/4' DIA. ULTRACON BY'ELCO' (FU=177 KSI, 1/4' MAX SHIM Fy-155 KSI) 1-1/2" MIN. PENETRATION INTO WOOD i Ix OR 2x WOOD BUCK INTO METAL STRUCTURES (S PITCHES PASS THE (OPTIONAL). NOT BY T.M. S STEEL: Ya" THX. MIN. (Fy=36 KSI MW) ALUMINUM: 1/8" THK. MIN. (6063-T5 MW) £ (STEEL IN CONTACT WITH ALUMINUM TO BE PLAT • OR PAINTED) •• 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (Fu= 120 KSI, Fy=90 KSI) TYPE 'D' ••• • EXISTING HOST •• • • ••• • • •• STRUCTURE i • • 6/16" DIA. ULTRACON BY'ELCO' (FU=177 KSI, 5• • • • • Fy-155 KSI) • ••• • • • • • jNTj WOOD STRUCTURE - 1" MIN. (FOR TYPE "B') • • • • TYPICAL SECTION • • •. • 3 4" = 1.'0. VERT SECT • • • • •• • • • • /4' MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/7 FOR SPACING TYPICAL ANCHORS: SEE ELEV. ON PAGE 2/7 &ANCHOR TYPE 'A' _ _�v..... p THRU 18Y INTO CONCRETE 12846 PSI MIN) OR GROUT w FILLED BLOCK (ASTM C90)BLOCK (ASTM C�1 1/4" DIA. ULTRACON BY'ELCO' (Fu -177 KSI, d F Fy=155 KSI) U = 1-3/4" MIN. EMBED INTO CONCRETE OR GROUT FILLED O COO BLOCK. TYPE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES C1 Y" 2. Gs0.55 MIN) p1/4' DIA. ULTRACON BY'ELCO' (FU=177 KSI, Fy-155 KSI) 1-1/2" MIN. PENETRATION INTO WOOD TYPE 'C' INTO METAL STRUCTURES (S PITCHES PASS THE THREAD PLANE MIN.) S STEEL: Ya" THX. MIN. (Fy=36 KSI MW) ALUMINUM: 1/8" THK. MIN. (6063-T5 MW) £ (STEEL IN CONTACT WITH ALUMINUM TO BE PLAT • OR PAINTED) •• 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (Fu= 120 KSI, Fy=90 KSI) TYPE 'D' ••• • • • • • • INTO 26Y WOOD BUCKS OR WOOD STRUCTURES • • • • • (SYPt2 G=0.55 MIN) • • • 6/16" DIA. ULTRACON BY'ELCO' (FU=177 KSI, 5• • • • • Fy-155 KSI) 1-1/2" MIN. PENETRATION INTO WOOD • • • • TrICAL EDGE DISTANCE • • 4N �o CONCRETE/GROUT FILLED BLOCK= 2-172" MIN. • • • • jNTj WOOD STRUCTURE - 1" MIN. (FOR TYPE "B') • • • • •NT• WOOD STRUCTUP.E = 1 y1" MIN, (FOR TYPE "D") • • • !NTA METAL STRUCTURE = Y." MIN. -28Y WOOD BUCK 14" MAX SHIM 7 ANCHORS PER ANCHOR SCHEDULE, SEE TYPICAL ELEVATION ON SHEET 2/7 FOR SPACING FL #16220.1 'N fpV tn• R O � �sV i <<LLC7� c m ui IN vivi ta 15-2371 SCALEt NTS PAGE DESCRIPTTOR. COVER SHEET ••• • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • -28Y WOOD BUCK 14" MAX SHIM 7 ANCHORS PER ANCHOR SCHEDULE, SEE TYPICAL ELEVATION ON SHEET 2/7 FOR SPACING FL #16220.1 'N fpV tn• R O � �sV i <<LLC7� c m ui IN vivi ta 15-2371 SCALEt NTS PAGE DESCRIPTTOR. COVER SHEET METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) ALUMINUM: 6063-75 MIN. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/7 FOR SPACING SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/7 FOR SPACING BED OF WOOD BUCK 1/4" MAX SHIM BY OTHERS. INTERIOR F— I I 2 13 13 ANCHORS PER I - ANCHOR SCHEDULE. I SEE TYPICAL ELEVATION ON SHEET 2/7 OR SPACING L. 3 6 I tT �Dl.j 1 J - FRAME WIDTH TYPICAL SECTION EXTERIOR c} 6' = 11-0" HORIZ SECT OPTIONAL JAMB CONDITION 4 6- - I''O" HORLZ SECT 1/4" MAX SHIM Ix OR 2x WOOD �r BUCK (OPTIONAL) BY OTHERS. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/7 FOR SPACING EXISTING HOST STRUCTURE • • • • • • • • • ... • • ... . . • 0 ... . • ••• • f . . . . . . . . . . FL #16220.1 15-2371 6: NTB OE6CR3PTION R SHEET MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER REMARKS I TM -360 FULED CASEMENT fPAME SItL/JAMR/HEADER EXTRUSION 6063-T6 2 SNAP COVER 6063-T6 ALUMINUM "U" CHANNEL 2" LONG AT EVERY ANCHOR LOCATION (TYP.) $052 M32 ALUMINUM 3 TM -327 1/6" GLASS STOP FOR 9/16" GLASS 6063-T6 4 TM -326 I/6" GLASS STOP FOR 1" INSULATED GLASS 6063-T6 5 32001 VINYL BULB - 0.175"o TPE POLYPROPYLENE FOR 1" INS. CLASS ULTRAFAS S 32011 VINYL BULB - 0.270'0 TYPE POLYPROPYLENE FOR 7/16" d 9/16" GLASS ULTRAFAB 7 8 9 - (2) 010 X 1 1/2" PH PHILLIPS (TYP. ALL CORNERS) IO - (1) 010 X 3" PHILLIPS FH SMS (TYP, ALL CORNERS) 11 - I - OPTIONAL SURFACE APPLIED MUNTINS 6063-T6 1 - RAPID STRENGPI RCS7700 S-OUCI•RAL6TKIS)NE• • • • EI.ASTOMETRIC ADHESIVE _ 'f—• • • MOMENTIVE PERFORMANCE MATERIALS • •• • • • • ••• • I - 5/16"ALUMINj{LyMUMI• y �PEB•—f • • • • • • �_�• ALUMINUM ALL METAL I - I - PRIMARY SEAL PHI, PB 069 G AOCO I - SECONDARY SF•�L : • • • • • •_•—= � 3-017 OOW CORNING • • • • • • • • • ... • • ... . . • 0 ... . • ••• • f . . . . . . . . . . FL #16220.1 15-2371 6: NTB OE6CR3PTION R SHEET DESIGN LOAD CAPACITY - -- - - -- ---- - -. rcuMvwL UM:wS rntsSVRE (PSF.) NOMINAL DINS PRES UR (PSF-) NOMINAL WAS PRESSURE (PSF.J IJOMINAL (0.15 PHESSU E (PSK.J y FRM1E FRPAtE GLASS TYP GLASS TYPE FRAME FRAME GLASS TYPEGLASS TYP FRAME FRA7•¢ GlA55 TYPE GLASS TY FRM.fE FRAME GLASS TYP IHSS TYP FRAME FRAME GLASS TYP GLASS TYP �• HEIGHT WIDTH M1 M2 6 IGI HEIGHT WIDTH M1 M2 & IGl HEIGHT WIDTH '4 - t9' 75.01+70.0 750/«700 - Ml M261G1 MEIGHi WIDT}1 24' _ -75.0/+700 -750/.70.0 _ 2a" -75.01+700 -750/+706 IGI --- -` - 4' - s0 740$700 24* 75_(/.700 8+700 !15 M0�,01 I HEIGHT 2J 750!<700 750/+70.0 30' •7501 wD.0 -750/<70.0- . -- -0 -750/ 70.0-75A/NOO - - zs' 3r 5.0/+700 7s.o/+7Do -J,TD a5or+loo Tor-_7sol�7oa` -75.0 /,70+0 _ 38_ •7501 70.0 •750/+700 78" -7501 700 •7501800 38^_ -730/ 700 75A/✓10.0 36' -75.01+70.0 -7507.700- 53 . ..0/w00 75.0/.700 38" _ 7)5.01 700 -750/N0.0 38' -75.0! 70.0 •750/+700 3B' -750/ 0.0 _-750/+700 38 -_75.0 f _+700 -75.01 74 501.700 _ 7501.700 n2" -7501 700 -750/ 7D.0 _ 42• 19 73.01+700 7501+700 - -7501 N0.0 450/+70.0 47 -7501 700 •710!.700(98 _.. _ a8" -7501 700 7SOt+700 40'• -7301 700 -7501+70.0 48" 50/ 100 7501 700 - - L W 27 _•7501+700 75.0/N0.0 54 •750/ 7G0 7501 70.0 _-54' -7501 70.0 -75.01+700 - pgpggy 38" 37 730/-700 7501+70.0 24 "� 47 - -- ._ 80. 54 •7501+700 -75.01.700 - - .N.1� 3'-1 BO" -750! 700 7501 700 6P -730!.70.0 -750 h70.0 60' -75.D/+700 -75.0/a'700 42' -75.01 N0.0 45 01 +70.6 d8' 71 f 1.700 -75.0/.70.0 50 7501+700 501+700 Bn' -750! 700 750/+70-0 88' -750/ 70.0 •75.0/+7p- 74 75.0/+700 75.0/ 70.0_ 77 _ 75.0/N0.0 -75.0!•N.0 - - - ._ . 0 5. - - 54' X % _ 60' X X }IL yy^3 J 72' -750/ 70.0 -750/+700 6� / / x x 19 750/+700 750la70.1 78' -75.0/:700 -75.0/+70.0 - 72' 1.9X+70 OX 70 72 X X ) b W 7 .0 -7 0 lj 7S -750/ 70.0 75.07+700 __ - ffJ 27 -75.01+70.0 4501+70.0 84' -7131+700 -750/.70.0- 79' X _. x _ 78' X x. Bd"_ •77.31 70_0_ 76.0/+70.0 _ X X JT 75.01+700 -75.01+70:0 90" -75.01+700 •750 F+700 90' _115.61x66.6 •750/+700 % % • 6T 7501+700 45.01+70.0 - ` - _ _ 90' -X- X SO" x 9ti' 4501+70.0 •750/.10.0 BB' -61.7(+61.7 45,0/+700 95" X X96" X X _ 74' •72.71 +700 450/N00 24' 75.0/+700 •73.0/«i0.0 _ 2d' _ •750/+70.0 -75.0!<70A- i9" _.-75A/«loo -75.07:700 7-7777-- ". _ _ 24" -75.01+70.0 -75.01.700 24" -7501+70.0 -75.01+70.0 n. 36" •75.01 w00 -750/.700 - -' --- _._.-. _ _.._-... 70" -7501+700 75.0/•700 30' -75.01«700 .760l+71LG 2T' -75.0!.70.0 775.0/ wD.0 _ 36" -75.01.700 -750!+70.0 - '" - - --. m" _ -75.01.70.0 775.0/+700 e 87' 3)' -1301«700 -750/+700 - 78" -75.0/ 70.0_ -75.0/«70.0 38• _ -7501.700 •75.0/+70.0 36- -75.01+700 -150!+70.0 3 # _0 _ 38" -75.0/ 70.0_ 150 TO0 08" -75.01 706 -75.0/+700 311- -75_0/+70.0 •750/+700 fY -75.0/ 700 -7607*70.0 53' _ •750/+i00 •7507.700 42 •75.0! 70.0 -7501+70.0 4Y -730/ 700 •7501+70-0 __47' 0/+70 _ "- 73 64' •720/N -0O 0 -750/•100 4B 45.01170 .0 •75.01+700 48" -75.0/ 700 .7501+70.0 19' -75.0!.700 .7507+700 54 75.0/ 70.0 750/+700 -- - - _ - -- - _ _ d8' 450/ 700 4501+700 a8' 357! 857 -7501+700 -" - 77'77 - 30' 48• 54' -750/ 700 -75.07+70.0 54"75.01 700 -7501+700 54' _ 2T -7501.700 •15.01+70.0 -- ----"'-- -- �• �, _ 60' _ -7501 70.0 -75.01 N00 _ GO' -75.0/ 700 .75.0/+700 50' -71_9/+_700 -75.0!+700 _g'p• X x �+ = o O 74" 3T- 75.0/w00 •75.0/+10.0 68' -750!+700 -75.0/+700 68' -713.0/ 700 -750+770.0 - -- q t 53' 10.U_ +T0.0 75.0/.7pp .. - -__ _._ 66' X X _. - __ VV3I - 72` •7s OJ woo Js0/+700 72' •750/ 700 .75.0/+70.0_ 72_ X x -- - % g Q yWj f j 70 X X 78' 7501 70.0 •75.01+70.0 76" -71,1/ 700 •750/.700 s t9' 75.01 w00 750/.70.0 84' .7501-700 -75.01+70.0 84' -6571:65.7 -750/ 700 -- - 7fT x x ° 7777- - x % - Q Z Z n W O 2T 75.0/:7(0 -75.01.700 90" -750! 760-•75.0/.70.0 -`- ---- g 78' X _ X 90" x x_._ - 84--- -"-% --. .__._X. _.. __ .. _ 90' x X OF— X x Z" n a x of o 7B 31" 7507 w0.0 -75.0/woo _ 96" -75.01+700 .7501+700 96' X �% - 57' -672/.57.2 •7s`01+Dr+7D.o _ - x X _ $6" X X j v p u1 Z p� _. _ _ 2a^ _-75.0/,700_ 15.0!*70.0_ 2a' -75.0/+70.0 -750/.700 2C -75.01+70.0 -750/w0A_ se. 1. -75.01 N00 -75.0,.70.0 ? 6 N q 74' -� X - X 30' 45.0! 700 -75.0/+70,0 20' -75.0!•700 -75.0/R00 __ 30' -75.01+700 -75.01+70.0 30" _ W W Z 36" -75.0! 700 •73.01,70.0 36" .75,01+700 .75.01+700 36 •730! 700 7750/+70.0 Sy' Oso/ ,00-Tso/+7o0 0 36• -73.07 700 •750/+700 38' -75.0/ 700 _45.01+70.0 - 39- -7501 70.0-75.0li700 38 -75.07 70.0 -750_1+700 38' •725/ 700 -730/+70.6 ~ ° 47 -75,01-70 0 75.0/+70.0 42' -75.0! 70.0 .75.0/+700 42' - -75.01+700 -7501.70.0 __ a7 -686/ 66.6 4_50/+700 F 48 -7501 70.0 -75.01+700 48' -750/ 700 -75.0/+70.0 - - - G 46' 775.0!+70.0 -750!+70_0 4Y X x 5.4 -]5_0/ 70.0 75.C1+700 :7i '--- - - 35" - - 54' S4' 75.0/ 760 -750/+70.0 72" 51' -71,1/+70.0 .7501.700 54' X j( 60' -75.0/ 700 •75.01.70.0 - - "' " - ---- 90" 15.0/ 700 -750! 765 -- '0 -- LL - 5 0/ eo" x x 60° x x 86 -750/ 700 750/ 700 88 75.0! 00 -75_0!.70.0 - 68" X X _ 66' x x 72 750/+700 75.0, 70.0 77 7L1/ 70.0 73.61+70.0 72^ _ X - _ a� Ig tt 78 775_0/ 70.0 75.0/ 7_00 - !T %.. - X 7B" X X - -- - x '- IKp n' x x P Bd 75,0/ +70 0 75 0! 1 - - 78' % X - _ Ij��- ■y [aa Sq. -7501 700 75.Or+�700 90' X X X - 90' X x -38811 90' X x 98' .729/+700 -75.0/+70A 9•' X X _ X %.. - x - Y y_. 24" - -i 5.07+700 -75.01+10.0,1' qpy 30' 45.67.70.0 -750_1 X70.0 36'-- •72.91+70.0 _-75.0!•70.0'1 1•fi�g • • • • • • • • • • 38' -67.8!+67.8 -75.0!+700 e • • • • t • • • ♦" 42' 3_1.7/+91.7 775.0/+700961. 10 5c x • • • • • • 60- `x ..XII. 66" X X Comm ENOIkTlLv.0L3PREae 72 " " IS -2371 78 X x auLe: NT9 • • 1 • • • • • • • 8d' % -- -- X --- PAGE DP.SCWPTTONt • • • • • • • - 96' x X - COVER SHEET • • • • • • • • i • �. X _ x • FL #16220.1 ••• • • . . ••• . EXPOSED SURFACES EXPOSED SURFACES EXTRUSIONS A X0.562"-4 1 SURFACES n 0.124" ry 3.010" O -FU 0.350" 32001 O SASH FLANGE 32011 SASH FLANGE SURFACES 10 'LOX 1 y" PH PHILLIPS #10X 3" PHILLIPS FH SMS (TYP. ALL CORNERS) (TYP. ALL CORNERS) I NOTE: EXTRUSIONS NOT TO SCALE. 124' NOTE: PART ? 2A IS NOT REQUIRED WHEN USING THIS EXTRUSION 3.010" 2.675' 2.154' --� • • • • • • • too to. . ..•,... f • • • • O• 7 FRAME CORNER KEY (I PER • • • • CORNER) .060 ALUMINUM SHEET 006 • • •• •• 0 6 0 0f 00 �0.768'� <t , �'`�,' O.BII" SURFACES o E EXPOSED SURFACES EXPOSED EXPOSED SURFACES SURFACES 0.130" 0.575"1 °' P M EXPOSED N o N o SURFACES M o O O 1A i 2.08 7- 0 0 N �._./ FRAME CORNER KEY (I PERU FL #16220.1 CORN.060 ALUMINUM SHEET oisi1=f' i / YUAN, . N, COPipONf DA4IEERIHGE) 15-2371 KALE: NTS PAOH DESd1IPT20N: COVER SHEET 0 TN -360 TM -360 0 . f .. j 0 TM -360 90% SEE APPROVED �FS GLASS TYPES ON PAGE 2/7 TM SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE INSTALLATION OF WINDOW, INSPECT ALL JOINTS TO ENSURE A PROPER SEAL •• ••• • • • • • •• •• •• ••• • • • • • -=t • •Tri •• ••• •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TM SEAL FL #16220.1 Lu g �- j u4x 0 << . W wtd ci 15-2371 N Florida Building Code Online FL # FL16132-R1 Application Type Revision Code Version 2014 Application Status Approved Pompano Beach, FL 33021 (954) 781-4430 BC15 Home Log In User RegrstratlonHot ocordova@tmwindow.com ToDirs Submit Surcharge Stats & Facts Publications FRC Staff BCIS Site Map links Search Authorized Signature• Product Approval 0000 • iD '_ USER: Public User Bennardo • • • • • • Pmuutt Appmval Menu > product or Application SeanmhOr Application Seam > Applican isf> App tion Detail frank@engexp.com FL # FL16132-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 1543 North Powerline Rd Pompano Beach, FL 33021 (954) 781-4430 ocordova@tmwindow.com Authorized Signature• Frank 0000 • Bennardo • • • • • • • • • • • • frank@engexp.com ' • • •• • 0000 • • Technical Representative 0000•• • 0000 0000•• Address/Phone/Email 0000•• 0000 • • • • • 0000•• • • • • • • • • • • Quality Assurance Representative 0000 • 0000• • • 000000 . • . ... 0 0 Address/Phone/Email • • • • • Category 9 Y Windows •• •• 0000•• • • •• • • • • 0000•• • • •••••• Subcategory • • • • Casement • 000 •0000• Compliance Method• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE -0046549 Quality Assurance Entity N I creditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Keith E. or.r PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections From the Code Validation Checklist - Hardcopy Received FL161.32 R1 C0I Indep.odf Year TAS 201 1994 TAS 202 1994 TAS 203 1994 _app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOw6X4oBzkns4ihkCzz27vS1bKT8WrUmpw%3d%3d 112 4/13/2017 v Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 04/27/2015 04/29/2015 05/06/2015 06/22/2015 Summary of Products FL # i Mode4 Number or Name 6132.1 Series 525 Casement Window j Limits of Use-•-�-_-------_— Approved for use in HVHz: Yes Approved for use outside HVHz: yes Impact Resistant: Yes Design Pressure: +70/-75 Other: Description i r+lununurn basement window Large and Small Missile Impact IInstallation Instructions I FL16132 R1 lI Dwa odf Verified By: Frank L. Bennardo P.E. PE -0046549 Created by Independent Third Party: Yes Evaluation Reports FL16132 R1 AE Fval odf i Created by Independent Third Party: Yes on U :: 201 Blair Stone Road T Ilti sec Fl. 37toe Phone: 850-487-1814 The state of Florida is an AA/EEO employer, cpovrloht 2007-701 t -t of Florida :: Privacv_Statemment :: AcgeSSibility Statement : yfieinstl Statemenr Under Florida law, email addresses are public records. It you do not want your e-mail address released in response too publiaorecords request! Abt�pt sed el4L'Ro 11 mail to this entity. Instead, contact the office • • 455.275(1), Florida Statutes. effective October 1, 012�licenseei+s licensed under Chapter If you 455, F.S. muve any questions, t onrovide the p lad ASe.487. ane *Pur5t�a0t to section ' one. The amails Provided may be used for of tial communication with the licensee. However email addresses are pu l ccQrd. Xt W1If yous1Q �plq'�Siwldisshsto1 su pyo#• • 9 • Personal address, please provide the Department with an email address which can be made available to the public. Td �e�er�nln� if you are a Ticensee under Chapter 45S, F.S., please click here . Product Approval Accepts: • • • • • �� tL'ra¢t Ls:7 • •••••• :••••• • • L ••••• • • • • • • • • • • • • • • Credit Card' .. .. .. . 0...... Safe• . . so***: ••••• 00 _aPP_dn-aspX?param=wGEVXOwtDgvyf4ngAXh10w6X4oBzkrrAihkCzz27vS1 bKT8wrUmpw%3d%3d 212 J s / ENGINEERING EXPRESS PRODUCT EVALUATION REPORT 2/2015 kr lication Number: Project Number: )r duct Manufacturer: IIE nufacturer Address: Product Evaluation Report FL# 16132.1-R1 15-2372 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Name & Description: Series 525 Casement Window Large & Small Missile Impact Resistant e of Evaluation: Thi3 Product Evaluation Report is being issued in accordance with the requirements of the Florida • • • • De artment of Business and Professional Regulation (Florida Building Commission) Pule Ghapter NOW 310 5, F.A.C., for statewide acceptance per Method 1(d). The product noted above has beep tested • • • • ah(/or evaluated as summarized herein to show compliance with the Florida Building Qode•Fifth ECK*;(• (2 4) and is, for the purpose intended, at least equivalent to that required by the Code. 44wevaluation•of this product shall be required following pertinent Florida Building Code modifications or cauisions. • Sub��antiating Data: •...•• PRODUCT EVALUATION DOCUMENTS ' ring #15-2372 titled "Series 525 Casement Window", sheets 1-8, prepared by Engine:ring , signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. .090 • .. TEST REPORTS ii rm static structural performance has been tested in accordance with TAS 202 test standards per test Art #1213.01-12 by American Test Lab of South Florida (ATL). r e missile impact resistance and cyclic loading performance have been tested in accordance with TAS 1 & 203 test standards per test report(s) #1213.01-12 by American Test Lab of South Florida (ATL). StrI eva STRUCTURAL ENGINEERING CALCULATIONS tural engineering calculations have been prepared which iate the product based on comparative and/or rational Raised Engineer's ana Ysis to qualify the following design criteria: Pages 1 th 'Q6 1. Anchor Spacing 2. Maximum Allowable Size/Pressure }' Combinations A. '. APR� 201 3. Glass Capacity 4. Anchor Capacity Frank L. Bennarrd , 0,E No No 3% increase in allowable stress has been used in the # PE00465419 co des@ n of each product. The following are approved for use in the HVHZ as specified in their corresponding NOAs: IOU 5W 12711 AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM I ENGINEERING . EXPRESS-' 4/22/2015 F1 Window, LLC. — Series 525 Casement Window (LMI & SMI) Page 2 of 2 I Saflex PVB Interlayer by Eastman Chemical Company (NOA # 14-0423.17) • DuPont PVB Interlayer by E.I. DuPont De Nemours & Co., Inc. (NOA #13-0129.27) ,act Resistance: a ge and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test eports, and is accounted for in the engineering design of this product. I Load Resistance Ea h product has been designed to resist wind loads as indicated in the design schedule(s) on its re ective Product Evaluation Document (i.e. engineering drawing). I Instp flation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Do ument (i.e. engineering drawing), along with all components noted therein. *000 Ea h product component shall be of the material specified in that product's respective:Pixt Evalutjp Do ument (i.e. engineering drawing). �od •••••• •••• • nil tions & Conditions of Use: •....• •. Us( of each product shall be in strict accordance with its respective Product Evaluatio@*QGG �ment i.a► • en neering drawing) as noted herein. • • All upporting host structures shall be designed to resist all superimposed loads and sI�0 e:of a material listed in each product's respective anchor schedule. Host structure conditions which are not accouRl a • for each product's respective anchor schedule shall be designed for on a site erre basic by a *.. • reg tered professional engineer. Allomponents which are permanently installed shall be protected against corrosion, contamination, and oth r such damage at all times. Ea product has been designed for use within the High Velocity Hurricane Zone (HVHZ). I lbU 5W 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW. ENGEXP.COM INn- &N, -1-1 ' 1 — y y-1[ 1. m L.J !k J V U (N i `P lgju-iK-- SERIES 525 ALUMINUM CASEMENT WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WIIH THE FLORIDA ML'IN,G CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE 70NE, PER TAS 20112021203 TM 11300-09 S"FANDARDS, 2. NO 33-113% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE OESIGIJ OF THIS SYSI"EH. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVFRNING (-ODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETFRMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDIfdG CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OP. EQUAL TO THE POSITTVE OR NEGATIVE DESIGN PRESSURE CAPACITY VAI UE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED f IFREIfN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FUR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIIINCRON WITH THIS DOCUMENT S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUC LURE TO WITHSTAND SUPERIMPOSED LOADS, WOOD BACKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO IRANSFER LOADS TO THE EXISTING STRUCTURE, 6. MULTIPLE UNITS MUST BE INSTALLED USHIG STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARAI E CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063=T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALFD WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED SI EEL, OR STAINI.ESS STFEL WITH A MINIMUM TF NSILE YIELD S IRENGTH OF 60 KSI. 10. AIL DISSIMILAR MATFRIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN TILE FLORIDA PUILDING LODE. 11. GLAZING ILLUSTRATED HEREIN UTILIZES SAFLFX PVB INTERLAYER BY EASTMAN CHFMTCAL COMPANY (NOA Y 14-0423.17) AND DUPONT PV8 INTERLAYER BY E.1. DUPONT DE NEMOURS & CO„ INC. (NOA# 13 0129.27) 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GIASS TYPES FOR ANY RESTRICTIONS 13. ENGINEER SEAL AFFIXED HERE. TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY, USE OF THIS SPECIFICATION BY CONTRACTOR el. al. INDEMNIFIES & SAVES HARMLESS IHIS ENGINEER FOR Al COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING f ROM MATEERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL. CERTIFICAFIONS OR AFFIRMATIONS ARE • 115. • AIRER1fICAS, tDDIORS, OR OTHER. MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND • • • •;MEP.I?Aeti IFS -IAB OF 51UTH i 1OR10A REPORT NUNEER 1213.01-12 • ••• • ••• • • FL #x16132.1 ... . . . . ... . . . . . . . . . . . . . • • • • . • . • • . . ... . . . ... . . J N M J :Do b O oa> M H Z m w £ Q3o O °Ro wac H N E F - 15-2372 I o if -�� - r =ism ==4 L D. L.O. ----FRAME WIDTN ---, TYPICAL ELEVATION D L.o. vnom = WINDOW w1uTH -a i; O.L.O. LENGTH = WINDOW M va Max. TYPE "0' 16 1/2' MAX. 6" MAX FRUM FOR ANCHORS ANY JOINT OR TYPE -A", -C', "D' CORNER (IYP,) 4_ - SEE SEPARATE r k� ,��� ________ ALUMINUM FOR o i�mf(1r _____ii____�I MALI ION �q voI if - -- _ _ E WIDALLOEW �_d CONTIGUOU EDIINCOWS FRAAPPROVED -� ALUMINUM MULLION IS USED TYPICAL_ ELEVATION - MULTIPLE WINDOW INSTALLATION D.L.O. VfIDTH = WLNDO1'. WIDTH -4 Ys' D.L.O. LENGTH = WINDOW LENGTH -4 y,' •• ••• • • • • "TYPE "8• •• 16 112" MAX. 6" MAX FROM FOR ANCHORS TYPE "A','C'.'D" A1:Y JOINT OR I CORNER (TYPj 5" MAX FkOM ANY JOINT OR 6' MAX FROM CORNER (JJP. ......... ANY )DINT OR F.URFACE APPLIED CORNER (TYP,) : FAI SE 14U"TINS 1 IIJRFACE APPLIED FALSE OPTIONAL _ L_ PTITS� OPTIONONAL o if -�� - r =ism ==4 L D. L.O. ----FRAME WIDTN ---, TYPICAL ELEVATION D L.o. vnom = WINDOW w1uTH -a i; O.L.O. LENGTH = WINDOW M va Max. TYPE "0' 16 1/2' MAX. 6" MAX FRUM FOR ANCHORS ANY JOINT OR TYPE -A", -C', "D' CORNER (IYP,) 4_ - SEE SEPARATE r k� ,��� ________ ALUMINUM FOR o i�mf(1r _____ii____�I MALI ION �q voI if - -- _ _ E WIDALLOEW �_d CONTIGUOU EDIINCOWS FRAAPPROVED -� ALUMINUM MULLION IS USED TYPICAL_ ELEVATION - MULTIPLE WINDOW INSTALLATION D.L.O. VfIDTH = WLNDO1'. WIDTH -4 Ys' D.L.O. LENGTH = WINDOW LENGTH -4 y,' •• ••• • • • • • •• . ......... . .. ... .. . .... • ••• • ••• • • • • • • • ••• • • • • • • • • • • • • • •• • • •• • • • FL #16132.1 . ..... . .. . . ...... . .... Soo 0 4 I a EXISTING HOST - STRUCTURE METAL STRUCTURES (STEEL OR STEEL; "Fy- 36 KSu•f ALUMINUM' 6063 T° lx OR 2x WOOD BUCK (OPTIONAL) NOT BY T.M. 1/4" MAX SHIN ANCHORS PER ANCHOR. SCHEDULE. SEE TYPICAL ELEVAI ION ON SHEET 2/8 FOR SPACING EXISTING HOST STRUCTIME TYPICAL SECTION 3 E' x V-0' VERr SEL'T RFW HEADS AL ANT (TYP. ) )OD RUCK NOT BY T. I4, IURS PER ANCHr••P :OULE. SEE TYPI ATION FOR SPA( X SHIM TYPE AND SIZE.2BY WOOD BUCK THRU 1BY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) JET 1-3/A" FAIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. TYPE 'B' - /4" DIA. ULTRACON BY'ELCO' (Fu=177 KSI, Iy=155 KSI) I14T0 2BY WOOD BUCKS OR WOOD STRUCTURES , ' MAX SHIM*'�ISPACING 4" MAX SHIFT ���ilS TYPE 'C' • 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (Fu= 120 KSI, Fy=90 KSI) NCHORS PERANCHORS PER NCHOR SCHEDULE.ANCHOR SCHEDULE. (Fy.36 KSI MIN) EE TYPICALSEE TYPICAL FVATIOIJ ON SHEETELEVATION ON OR PAINTED) '8 FOR SPACINGSHEET 2/8 f OR • • • • • • • • Fy=lS5 KSI) • • • • • • • 000 • INTO 2BY WOOD BUCKS OR WOOD SIRUCTURES TYPICAL ANCHORS: SEE ELEV. ON PAGE 2J86 ANCHOR WOUD BUCKS AND METAL STRUCTURE NOT BY R-0 WINDOWS. RTS FOR SPACING &QUANTITY h1U5T SUSTAIN LOADS tt-0POSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 'A'- 1/4" DTA, ULTRA ON BY 'ELCO' (Fu -177 "K.SI, • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #16132.1 .. . J N M b LL O G O Z E 0a QzQ" Ho v O E p N O 0 Deg wtto zO � '"50 15-2372 SCALE: I,rs PAGE OEICRIKim COVER SCET Fy=SSS K•51) THRU 1BY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1-3/A" FAIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. TYPE 'B' - /4" DIA. ULTRACON BY'ELCO' (Fu=177 KSI, Iy=155 KSI) I14T0 2BY WOOD BUCKS OR WOOD STRUCTURES (SYPY2 G-0.55 MIN) 1-1/2' MIN. PENEI RATION INTO WOOD TYPE 'C' • 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (Fu= 120 KSI, Fy=90 KSI) INTO METAL STRUCTURES (S PINCHES PASS THE THREAD PLANE MIN.) STEEI : Y." TINK. MIN. (Fy.36 KSI MIN) ALUMINUM: 1/8" THK. MIN, (6063•T5 MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • 00: • • • • • JYPE ipi- 5/ 16" DIA. ULTRACON SY'ELCO' (Fu=177 KSI, • • • • • • • • Fy=lS5 KSI) • • • • • • • 000 • INTO 2BY WOOD BUCKS OR WOOD SIRUCTURES • • • • • • • • • (SYPd2 G,O.SS MIN) • • • • • • • • • • • • 1-1/2" MIN. PENETRATION INTO WOOL) TYPICAL EDGE DISTANCE INTO CONCRETE/GROUT FILLED BLOCK- 2-1/2- MIN. • • • • • 9:0 • • JUTO WOOD STRUCTORE - P' M:'N. (FOR TYPE "B") • • • • • • R70 WOOD STRUCTURE - 1 Yz" MIN. (FOR TYPE "D') • •• • • • • • • i100 METAL STRUCTURE . i:' MIN. • • • • • • • • • • • . • • • .. ••• . • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #16132.1 .. . J N M b LL O G O Z E 0a QzQ" Ho v O E p N O 0 Deg wtto zO � '"50 15-2372 SCALE: I,rs PAGE OEICRIKim COVER SCET In o' u J.. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL / ELEVATION ON SHEET 2/R FOR SPACING SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING BED OF ON SEALAN7� METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN, THICK) STEEL: Fy= 36 KSI MIN. r-1/4" MAX SHIM FRAME WIDTH OPTIONAL JAMB CONDITION HORIZ SECT 11 2U 16Y OR 26Y 1{4' RIAX SHIM WOOD BUCK ANCI IORS PER ANCHOR SCHEDULE. I 6 SEE TYPICAL e Fl EVATICN ON SHEET � < 2/8 FOR SPACING L._ EXTERIOR 114' MAY Cf/lf.l lx OR 2x WOOD BUCK (OPTIONAL) i ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL. ELEVATION ON SHEET 213 FOR SPACING t\ EXISTING HOST STRUCTURE TYPICAL SECTION 4 fi" n 1'-O' HORIZ SECT SCHEDULE "A" SCHEDULE RB" DES1fi" La47 (n,�P 1.!ETFtl.0) _� �_.�pE51(?I LOAD CAPAGTY (ASO METRODI_ FRAME I FRAME GLASS TYPE M1 HEIGIR lASSTYPE 652 rGLASi TYPEfG FRAME FRAME GLASS TYPE MI G S-f/PEM IGLASS WIDTH __ _ 1 F f 1 _ l� [•I _ • IiEIOHT NAD1M_ 1 IT . (<I S () F,{.)_a (- 28 112' 70 I5 70 S 70 7524 70 75 ]0 75 70 75 26' 3T 70 ! )8' 70 75 73 r0 70 75 75 ;0 ;0 IS f 76 it YJ 70 3� JT 70 75 ]S 70 70 ]! 75 70 , 70 75 75 _ 38' 70 75 70 76 I 70 75 1.Y 7 75 70 75 f x 7ro' Ir 7n 38' 70 is 70 5 io 75 '--- Qq^ 7p 75 70 75 i Yo 7f I 75 7a 75 70 75 70 16_- 7s 70 75 i to 75 -__..... .. _. �.. 70 ... r _... _. 70 70 75 75 70 tt. I 70 _ __... .A 15 I 75 ]q ' )B' 70 Ts 76 ro 70 7s 75 _ ,a 70 1 15 . 70 75 70 ' 75 _j 21' ! 70 7 75 � )f. 201 2 � 70 '75 75 70 TS 70 ]5 30' 70 6 38' 70 76 75 ( 70 70 75 75 70 70 75 ST 70 63' __ _._ 7S 70 75 . 70 I5 f 36 70 5 ]0 75 70 75 37 7o rs 73 7s 70 75 i I - 2 -I0_ _ l70 76 Il" 7C 75 70 75 7a /5 1 74' a0• 75 70 7S 76 , 76 37' 70 74 111' I 36' 70 75 I 75 70 10 )5 75 TO 70 75 + 75 >B' JO 11' 70 75 75 70 70 75 75 70 I( 15 75 _ -- fi Irt• ](• J5• • iJ • _� •r0 1 •r5 •i • 21' TO �� _ 7S - 70 15 70 75 I S7' ( •a /5 I•i0 •i0 • ,' } 7.• •/5 •� • ]0' 70 75 TO 5- '/0 _ 15 75 _5- �0 73 •,S } 1� �5 • • 76 36 i 70 7S iD i5 70 75 3s.7o is 70 75 70 75 1 . ••. . ••• . • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • . ..... . ... . ...... . .... .... . . .... . FL #16132.1 No -.46549 _ STAT /dfti w Iw=�X>i > U 4: l z Z y 11 m Wa w , 3 J 0I w.r r 0� E ala i -VIII, 7 5s COPYIWRTEhahEEA1cD 15-2372 SGEEI RTS ►Ace 0150UPY10N GOFER BNEET j 1.9 LTS DUA1_FRM OPERATOR -- - - OP -10603G j LTS DUAL ARM OPERATOR LH !T r LEELtlMiDSMOYitI --I- c; -T- 1.094 1.094 0.50 r- fi�1 1-1.663—{ I 0.77$ { ATTACHMENT ANCHORS: I RAM,SILL ATTACHED WITH (2)YSOx 5/8"PHILLIPS FH, _ 55, UNDFRCLIT, SMS. ARM OPERATOR TRACK ATTACHED -- -- WITT( (3) 88x 3/4" PHILLIPS FH, SS, SMS SCREWS. 1 PIVOT ARM ATTACHED WITH (3) P8x 3/4° PHILLIPS FH, SS, SFIS SCREWS. 4,J% --I- c; -T- 1.094 1.094 0.50 r- fi�1 1-1.663—{ I PART i I J DESCRIPTION { O i I I 1 0 � II I,I OP -10717 .. ...__.___. - ..—_. -- `L -- -- O 1 APPLIED GASKET AROUND SLOT 4,J% 0.867 MULTIPOINT LOCKING HANDLE - PO 2701 LTS MULTIPOINT LOCKRiG HANDLE ATTACHMENT ANCHORS: LOCK HANDLE AI"TACHED WITH (2) i 10-24 x y;" PH' PHILLIPS ZINC, B -POINT, MS SCREW. LOCK BAR ATTACHED WITH (2) $8x bpi' FH PHILI IPS, TEKS SCREW. LOCKPIN STRIKER ATTACHED WITH K IO x yi• FII, UNDERCUT PHILI IPS HEAD, B -POINT, SS SCREWS. L SHAPE STUD BRACKET__ I PART i I J DESCRIPTION { O IOP -10226 L SHAPE STUD BRACKET LH I O TRACK SE( HOLE OP -10717 .. ...__.___. - ..—_. -- `L -- -- O OPS -10226 SHAPE 61U0 BRACKET SNAP CMI LH I OPS 10227 1 L SHAPE STUD BRACKET SNAP ON RH ATTACHMENTANCHORS. 21 1•tAGNUM HINGES 3000 SERIES, OFFSET 4 -BAR PROJECT IOM HINGE INSTALLED AS PER MANUFACTURER SPECIFFI(AI IONS. ATTACHMENT ANCHORS: 3) .1l0x 3/8' PHILLIPS PH, SS, SMS ATTACHED TO THE TOP OF THE VENF HEAD AND (5) f IO x Y, PHILLIPS PTI, SS, SMS SCREWS •• ••• • • • • • •• •• • •• • • b.6b • • • • • • • •• • • 000 ' •I- �LL — ANCHORS; FRAMEATTACHMENT NUB ry FRAME SNUBBER RECEIVER ATTACHED WITH (/) N1Llx '/," LONG FH, PHILLIPS, UNDERCUT, B -POINT, SMS SCREWS. n FRAME SNUBBER DRIVER AITACHEO WITH (2) A IOx %" •••_ _ _•� LONG Eli, PHILLIPS, UNDERCUT, R POINT, SMS SCREIVS. o ••• •• ••2>2a1s49.3SNUP,ER •• FL #16132.1 • •• •• • • • •• •• ••• • • • ••• • • 15-2372 MEET m P','�i4f' n �X.. Z .. ' W N i wO€ 15-2372 MEET m GLASS TYPES BUTACIT, INTERLAYER .M SAFLEX OR BUTACCI E INTERLAYER F' ANN. Vie' ANN. Y" ANN. y" ANN. e � B SE TANG BLOCK Z ' vI SETTING BLOCK " AT Y, POINTS �+ z o �, r� m` AT Ya POINTS g atom Mi�'rVAro, Y.F.. AIR SPACC BUTACITE INTERLAYER NOTE: GLASS COMPLIES WITH A4Tm TI zm,- "rLs. • Mi�'rVAro, Y.F.. AIR SPACC BUTACITE INTERLAYER • • • • • • • • • • • s © -0..$fAl g114 SETTING BLOCK • M i���''i' AT Ya POINTS 5 �' 7 ��✓ 4 �17m I �LLwt: I 4> �Q9W EJ Gm� W Qi or • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • or . ..... . .. . . ...... . .... ••• • • • ••• • • FL #16132.1 J n J e O oda �Q ZW� 3�g zmwfG' . p �=ax O[] v Np Ogg wat z R 0 gE iF i i i' i-ddpll§Y i i €4fg� I gill' Elis CGP'(R'4'M fhG�FEWGEV. W 15-2372 SCALE: Nf5 PAGE OlSCRIPft�H• CQVEF �I,CF.T 0 3.010 1—}--1.625 G 1 1 o a � N � O 32001 Qezd250 SASH FLANGE SASH CENTER M � 07 a M O O 17.293 320110 FRAME SASH FLANGE NOTE: EXTRUSIONS NOT TO SCALE. N G) O EXPOSED SURFACES 0 a m a 0 0.077Jt-0.391 O 2.675- 2. 154 .6752.159 ---j EXPOSED EXPOSED EXPOSED SURFACES 0575 SURFACESIL 0 SURFACES .–{ I � P f !1 1 SASH ClaNER KCi j • • • • • • • • PCR C(tRN�t) • • • • • • • .060 A�IAl111TSlIeET • • Y • ! • • • ••• • ••• • • • • • • • ••• • • • • • • • • • • • • • •• • • •• • • • . . . . . • . . . . . •. .. • • . .. .. T 2.087—iA O 100 O FRAME CORNER KEY (1 PER CORNER .060 ALIMIINUZ1 SHEEr FL #16132.1 tel }`tt X 3 >UIw�> Qw C95 wppppo nW�3Cj� ti Lu p w P Lu J m J G* O 8�b jo a=� 3Na Q 0 w:10 3 �fo 0' 2 �<N Z Ngo m old c ' f 1`epq�� e� ' 86� i el G^TRICff FISI.[[RMBG 15-2372 SCALE t:.5 GAGE TCAnMaR: COVER 5MEET m SEAL •• ••• • • • • • •• 4i I ..�... ft1� I ;g�i • • • • • • • • • • • • • • • • • • • SEAL • UN ul •• ;r ;VIc W 3�3� •• mvewGt fro «'IiOLNCO i < _ w 15-2372 J N • • • • m SCALE; NTS J • • r . � LL • OSSCN MON o sf� • • _a LL G 3 •'+.r Q r 'vEli o51-C:T • • • •• • • • • • • FL #16132.1 0 0 Q;O" 3 2 n o� SEAM lEAL MAY HAVE TO BE 11W WaN W o REAPPLIED IN THE FIELD t, zm 3 o BEFORE INSTALLATION OF ; �� - WINDOW, INSPECT ALL iOIN TS TO F.NSI IRE w A PROPER SEAL . .. .. . . .. •• ••• • • • • • •• 4i I I ;g�i • • • • • • • • • • • • • • • • • • • SEAL • •• ••• •• • • • •• mvewGt fro «'IiOLNCO 15-2372 • • • • • • • • • SCALE; NTS • • • • • • • OSSCN MON • • • • • • r 'vEli o51-C:T • • • •• • • • • • • FL #16132.1 0 0 • . .. .. . . .. . . .... .. . .... ... . . . .... .