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WS-10-843BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING - Owner's Name (Fee Simple Titleholder)�e( C4 Phone # ' �-Y ZCP L Owner's Address 13Otq LO3'd 4 0016 hataSstate /' / Zip-a31 3 g City Phone # Tenant/Lessee Name Email Value of Work For this Permit $ CO p C Type of Work: DAddition Describe k: pal® Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ❑Alteration i3 lotq Ntt to3r rttnos 2S Permit No. U Master Permit NO. Job Address (where the work is being done) �+� City Miami Shores Village County Miami -Dade Zip c�S 13 sS FOLIO / PARCEL # l 1 -3 —3a05- O m 0°0 Is Building Historically Designated YES NO Flood Zone gib+- Lt2(p - CALtZ hADA Contractor's Company Name ÷P cirlizAC. ) Rf,A 6,e1-4 1° Phone # gg va 7 Contractor's Address ‘ 7� 0 / 1./P c —'4 ,&Le, -L . Cit of fE,' State FccatPIA Zip 0%a0/P Qualifier Name . ei ' 4/2 . Z____60/ (..- Z Phone # 'r 6g Yo , State Certificate or Registration No. 6&)e 07SZ '2.- Certificate of Competency No. Contact Phone —3 3? rear, E -mail Li g-- 21 - rf -rC'Gr i L . C Architect/Engineer's Name (if applicable) �u� �.- Phone # W1942 ° 1 i - 00 Square / Linear Footage Of Work: ❑New �Repair/Replace D Demolition ******** * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal FeeTS- Permit Fee $ CCF $ 406 0 CO /CC $ Training/Education Fee $ 1 • (1 Technology Fee $ 5 '( Notary $ Scanning $ 1 V 00 Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 2.51 -a0 See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a' separate permit must be secured for ELECTRICAL WORK, PL UMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wi 1' not be appro ed and a reinspects I a will be charged. Signature Alii II i Signa �.„ Owner o II act The forego" The foregoin trument was oy dged before me this D instrument was acknowledged before L, , 20 1 ® by l own to me or who has produced e who is person ally As identification and who did take an oath. APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) - /Q Plans Examiner Engineer who is personally NOG own to me or who has produced as identification and who did take an oath. Zoning Clerk checked Inspection Number: INSP - 143197 Permit Number: WS -5 -10 -843 Scheduled Inspection Date: August 12, 2010 Inspector: Bruhn, Norman Owner: MCCREADY, JAMES Job Address: 1399 NE 103 Street Project: <NONE> Contractor: STRUCTURAL & MANSORY INC Building Department Comments Passed Failed Correction Needed Miami Shores, FL Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 11, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050300190 Phone: (305)332 -4059 Page 8 of 23 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 GONZALEZ, OSCAR JULIAN STRUCTURAL & MANSORY INC 7901 WEST 25TH AVENUE #3 HIALEAH FL 33016 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our services, please log onto www.myfioridaiicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsietters.and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new licensel DETACH HERE (850) 487 -1395 Awwm AO Mr. OCC h7UCC CInC it ]43 DO NOT. FORWARD STRUCTURAL & MANSORY INC OSCAR JULIAN GONZALEZ 7901 W 25 AVE 3 HIAL'EAH FL 33016 ��n{ �i., r{ fi, Inriii{{ i{{ r1,. 1:{ �{ 1: �i•!a•r�{1i {i {, {)u�n� {i {1 {9'1 Permit No: 10,. Job Name , 2010 Building Critique Sheet aj /4O d.'cl /A /AL //. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. WIND CALCULATIONS PROJECT: IMPACT WINDOW / DOOR INSTALLATION AT: 1399 N.E. 103 STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY i MAY 5, 201 PREPARED CA LOS M. PER'.' , P.E. STR CTURAL EN a INEER L. P.E. #: 54 .B. #: 0077 1 YOUR ON -CALL ENGI EERING COMPANY" 9420 S.W. 1 1 2TI1 STREET, MiAMi, FloRidA 33176 TEL: (786) 242 -1720 - FAX: (786) 242 -4399 "' 10 °° • t IMP el* efieS$,RANAPAt 40Er•(Kh)= Os gS • <Iwo) Ifiew 4-3 /11 • - &. Mft DIM 0= 619/-3 -,04t4wro - tit 4 • • , c9s!ifik PlOvi Oa agot 5) : 4 • TwauR4 ENGINEERING CONSULTANTS, . INC. ..,9420 SW. 1 I2TH STREET FLORIDA 33176 TELI (786) 242.1720 • FAX: (786) 242-4399 DESIGN CALCULATIONS 1,00cg 1-9 144 MP Co:PCOter C =ult. cotericoo Piglosi ( -• t.00.. • PROJECT •1 29 to3sr SHEET N • Z- OF DATE Ailirlilt• 2 O • q oico?..5G0K, 1< V • #1 0. oo2•54(0435)(1. • ih=46138P • 9= viticog C•Cf/i,=11: 0. : 1, to etraosgRe i f' —593 vintmori5 con: fiRc Q ,z 00.. 5 Corr AREelr. 0 • .‘ ' . • •••' ;1,11' Miami Shores Village Building Department Miami -Dade County, Florida Dear Sirs: If you should contact us. / Sincerely, STRUC Carlos FL. P M. Pere . #: 54844 * Exposure Category: C Job: Impact Window / Door Installation at: 1399 N.E. 103 Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures WINDOWS: DOORS: Positive Design Pressure (Zone 4): 54.7 psf Positive Design Pressure (Zone 4): 52.2 psf Negative Design Pressure (Zone 4): 59.3 psf Negative Design Pressure (Zone 4): 56.8 psf Positive Design Pressure (Zone 5): 54.7 psf Positive Design Pressure (Zone 5): 52.2 psf Negative Design Pressure (Zone 5): 73.2 psf Negative Design Pressure (Zone 5): 68.3 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 5' -10" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -05 based on the following criteria: * Building Category: II * Building Mean Roof Height: 14' -6" * Basic Wind Speed: 150 mph GINEERING CONSULTANTS, INC. ( E.B. #: 007781) 05/05/10 ., Structural Engineer YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 11241 STREET, MIAMI, FloRidA 33176 TEL: (786) 242-1720 - FAX: (786) 242.4399 May 5, 2010 We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: Anchor spacings and installation of glazing / window systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. en to have any questions or concerns regarding this or any other matter, please do not hesitate to JOB NAME : MAY 1 2 2010 RESIDENCE 1399 NE 103RD ST MIAMI SHORES , FL S!10 es UI i8 7� APPROVED 7.ONING DEPT DG DEPT SUBJECT i O COMPLIANCE WITH ALL FEDERAL STATE AND CC.UN iY RULES AND REGULATIONS • • • • • •• • 1 • • • • • • • •••• • • • • •• •• NOT PART OF THIS PERMIT LEFT BATH UTILITY GARAGE FAMILY ROOM /NOT PART OF THIS PERMIT KITCHEN EXISTING STEEL COLUMN(BY OTHERS) FRONT DINING FOYER NOT PART OF THIS PERMIT LIVING GROUND FLOOR STUDIO NOTE: MEAN ROOF HEIGHT : 14' -6" ROOF TYPE : 6:12 (EGRESS) BEDROOM BATH J BEDROOM (EGRESS) (EGRESS) RIGHT 00 REVISION: • 4 • •.! • • •• • • 4 • • • • •••• • • • • • • 4 •••• • • • •• • • • • • • .• •• • •• • • • 4 • • • • 4 • • • I • • •• • •••• • • • i ••.• 1 DA: 5/10 SCALTEE: 0 3/10 6 //" : 1" DWG, BY: M.R.Z. JOB #: 305 1 of 5 L 1 •� FRONT ELEVATION NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS, NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT, NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOT PART OF THIS PERMIT "A" 26 -1/2" X 74" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW -LMI N.O.A.: 09- 1210,05 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .075 STORMGLASS OR VANCEVA INTERLAYER OR .100 SOLUTIA SAFLEX HP PVB INTERLAYER OR. .090 SENTRYGLASS PLUS INTERLAYER. INTERIOR. LITE: 1/8" ANN.GLASS "C" 53 -1 /8" X 74" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW -LMI N.O,A.: 09- 1210.05 ZONE 5: +54.7 -73,2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .075 STORMGLASS OR VANCEVA INTERLAYER OR .100 SOLUTIA SAFLEX HP PVB INTERLAYER OR .090 SENTRYGLASS PLUS INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS EXISTING STEEL COLUMN(BY OTHERS) NOT PART OF THIS PERMIT (EGRESS) 4' -10" 1"X 4" X 1/S" X 74" ALUMINUM TUBE MULLION BY CGI "B" M.O. 80" X 74" (2) 40" X 74" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW -LMI N.O.A,: 09- 1210,05 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .075 STORMGLASS OR VANCEVA INTERLAYER OR .100 SOLUTIA SAFLEX HP PVB INTERLAYER OR .090 SENTRYGLASS PLUS INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS NOTE 1: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8" X 74" ALUMINUM TUBE MULLION BY CGI N.O.A,: 09-1210.05, NOTE 2: A MINIMUM OF (2) ANCHORS ON EACH SIDEOF MULLION IS REQUIRED FOR THIS INSTALLATION. 4' -8" 1(EGRESS) • • • • • • • • • REVISION: 1111 • •••• • • • • • • • • • • • • • • • • •• • • • ..� lit st • •• • • •• • • •• • • • • •• • • • • •••• DATE: 05/07/10 SCALE: 3/16" : 1" DWG, BY: M,RZ. SOB #: 305 2 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR 6'-1" "D" 53 -1/8" X 38 -3/8" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW -LMI N.O.A.: 09- 1210.05 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .075 STORMGLASS OR VANCEVA INTERLAYER OR .100 SOLUTIA SAFLEX HP PVB INTERLAYER OR .090 SENTRYGLASS PLUS INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS " E " "0" M.O. 106-1/4" X 38 -3/8" (2) 53 -1/8" X 38 -3/8" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW -LMI N.O.A.: 09-1210.05 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .075 STORMGLASS OR VANCEVA INTERLAYER OR .100 SOLUTIA SAFLEX HP PVB INTERLAYER OR .090 SENTRYGLASS PLUS INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8" X 38-3/8" ALUMINUM TUBE MULLION BY CGI N.O.A.: 09- 1210.05. 1 "X 4" X 1/8" X 38 -3/8" ALUMINUM TUBE MULLION BY CGI 14' -9" RIGHT ELEVATION 37" X 38-3/8" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW -LMI N.O.A.: 09- 1210.05 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .075 STORMGLASS OR VANCEVA INTERLAYER OR .100 SOLUTIA SAFLEX HP PVB INTERLAYER OR .090 SENTRYGLASS PLUS INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS "F" 53 -1/8" X 38-3/8" (OX) "SERIES 375" ALUMINUM HORIZONTAL SLIDING WINDOW- L.M.I. N.O.A.: 09- 0402.20 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .075 VANCEVA STORMGLAS BY SOLUTIA OR .090 SENTRYGLAS PLUS BY DUPONT INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS 4 REVISION: 1 1 DATE: 05/07/10 SCALE: 3/16" : 1" DWG. BY: MRZ. • • • • • • • • r • • • •a•• • •• • • •N • ••• • • •1 • ••• • •a• • • • • • • • • • • • • • •N •• • • •• •• • • • • • • • l • • • •• • • • •••• •••• 3 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I,E: BEAMS,COLUMNS,FRAMNG,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND =LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOT PART OF THIS PERMIT REAR ELEVATION "I" 142" X 83 "(OXXO) SERIES SGD -780 ALUMINUM SLIDING GLASS DOOR - LARGE MISSILE IMPACT RESISTANT. N.O.A.: 08- 1202.11 ZONE 4: +52.2- 56.8 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT SENTRY GLAS PLUS OR .075" SOLUTIA VANCEVA STORM INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS NOTE 1: 3 -1/2 "(MIN.) SILL RISER IS REQUIRED FOR THIS INSTALLATION. NOTE 2: DOOR FRAME/INTERLOCK FULL REINFORCEMENT OPTION IS NOT REQUIRED FOR THIS INSTALLATION. "J" NOT PART OF THIS PERMIT 96" X 44- 1 /2 "(XX) SERIES SGD -780 ALUMINUM SLIDING GLASS DOOR- LARGE MISSILE IMPACT RESISTANT. N.O.A.: 08- 1202.11 ZONE 4: +54.7- 59,3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT SENTRY GLAS PLUS OR .075" SOLUTIA VANCEVA STORM INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS NOTE 1: 3 -1/2 "(MIN.) SILL RISER IS REQUIRED FOR THIS INSTALLATION. NOTE 2: DOOR FRAME/INTERLOCK FULL REINFORCEMENT OPTION IS NOT REQUIRED FOR THIS INSTALLATION. • • • • • •••• • ••• •••• • •••• • • • • • • • • ••••` • •• • • • • •• • • • • •• • • • • • •• • • • • •••• • • •• DATE: 05/07/10 SCALE: 3/16" : 1" DWG. BY: M.RZ. JOB 0: 305 4 of 5 •• • •• • • •• • REVISION: / E A W 6 NOT PART OF THIS PERMIT NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 ; ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR 4' "K" 53 -1/8" X 50.5/8" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW LMI N.O.A.: 09- 1210.05 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .075 STORMGLASS OR VANCEVA INTERLAYER OR .100 SOLUTIA SAFLEX HP PVB INTERLAYER OR .090 SENTRYGLASS PLUS INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS "H" 96 "X 83 " (XX) SERIES SOD-780 ALUMINUM SLIDING GLASS DOOR- LARGE MISSILE IMPACT RESISTANT. N.O.A.: 08- 1202.11 ZONE 4: +52.2 - 56.8 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT SENTRY GLAS PLUS OR .075" SOLUTIA VANCEVA STORM INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS NOTE 1: 3 -1/2 "(MIN.) SILL RISER IS REQUIRED FOR THIS INSTALLATION. NOTE 2: DOOR FRAME/INTERLOCK FULL REINFORCEMENT OPTION IS NOT REQUIRED FOR THIS INSTALLATION, illiBIL NOT PART OF THIS PERMIT LEFT ELEVATION "E" 37" X 38-3/8" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW -LMI N.O.A.: 09- 1210.05 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .075 STORMGLASS OR VANCEVA INTERLAYER OR .100 SOLUTIA SAFLEX HP PVB INTERLAYER OR .090 SENTRYGLASS PLUS INTERLAYER. INTERIOR UTE: I/8" ANN.GLASS "El" 37" X 38 -3/8" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW-LIZ N.O.A.: 09-1210,05 ZONE 5: +54.7 -73.2 GLAZING; 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LTTE: 1/8" ANN.GLASS .075 STORMGLASS OR VANCEVA INTERLAYER OR .100 SOLUTIA SAFLEX HP PVB INTERLAYER OR .090 SENTRYGLASS PLUS INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS 1 REVISION: R o 6 d a . • �. - - -- • • • •, • • • • •••• •• • • •y•••• • ••• • • • i • ••• • •M•••• •• • • • • • • •• • •• DATE: 05/07/10 SCALE: 3/16" : 1" DWG. BY: M.R.Z. •••• • • • • • • • • • • • • •••• • • •••• J 5 of 5 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 360 Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W05 -04, titled "Aluminum Single Hung Window (L.M.I.) ", sheets 1, 1A, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05 with revision C dated 11/12/08, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date bye h . Miami -Dade County Product Control Division. • • • • • • . • MISSILE IMPACT RATING: Large Missile Impact Resistant , i • - • : • LABELING: Each unit shall bear a permanent label with the manufacturer's name. or 1$ 8' ty ta ; d7 following statement: "Miami -Dade County Product Control Approved ", unless otherwis . na ia, ein ' "/. RENEWAL of this NOA shall be considered after a renewal application has been fxlecraw tlf ha ;, t d • no change in the applicable building code negatively affecting the performance of this pcoixa _ •4 o f • TERMINATION of this NOA will occur after the expiration date or if there has been A1elThion or ih in the materials, use, and/or manufacture of the product or process. Misuse of this NOA.as an andorsemtc of any product, for sales, advertising or any other purposes shall automatically tenninat this OA.1 i1'ore• to comply with any section of this NOA shall be cause for termination and removal of t. • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, ad 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 renews NOA # 08- 1208.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09- 1210.05 Expiration Date: May 05, 2015 Approval Date: April 07, 2010 Page 1 CGI Windows & Doors C. CALCULATIONS NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W05 -04, titled "Aluminum Single Hung Window (L.M.I.) ", Sheets 1, 1A, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05 with revision C dated 11/12/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1.. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL -0080- 0402 -08, specimens 1, 2, 3 & 4 dated 04/03/08 - 07/22/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under previous NOA #08- 1208.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 ." 6) Forced E n t r y Test, per FBC 2411.3.2.1 (b) and AS : 2 -94 : . . . along with marked -up drawings and installation diagram of alumiw.ttp„skigle hlagg windows, prepared by Hurricane Test Laboratory, LLC, Test Report go.. • HTL- 0080 - 0323 -04, specimens 1, 2, 3, 4, 5, 6, 7, & 9 dated 03/29 sigge4 g t1 sealed by Vinu J. Abraham, P.E. (Submitted under previous NOA #BS V215.02) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 • • • • • .. • . 1. Anchor verification calculations and structural analysis, complyinAwifh IBC -2004. and 2007, prepared by Al- Farooq Corporation, dated 11/25/08, sig�}edpi 1 sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 .. • .... • • .. . • Manuel P .E. Product Control er NOA No. 09- 1210.05 Expiration Date: May 05, 2015 Approval Date: April 07, 2010 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 08- 0520.08 issued to Solutia, Inc. for their "Vanceva Composites Glass Interlayer" dated 07/17/08, expiring on 12/11/13. 3. Notice of Acceptance No. 08 -0206.01 issued to Solutia, Inc. for their "Saflex HP Glass Interlayer" dated 04 /17/08, expiring on 04/14/13. F. STATEMENTS 1. Statement letter of conformance, dated November 25, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated November 25, 2008, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 08- 1208.06, issued to CGI Windows & Doors for their Series 360 Aluminum Single Hung Window — L.M.I., approved on 02/11/09 and expiring on 05/05/10. E -2 •••• • • • • •••. • • • .• • • • • • • • • • • • • • • • • • • • • • • • •••• • •• • • • • • • •• •• • •• • • • • • • • • • • • • • • • • •• • • • •• • • • Ma uel P P.E. Product Contr I � er NOA No. 1 ' - 210.05 Expiration Date: May 05, 2015 Approval Date: April 07, 2010 • • • • • • (tor 11 Surface Applied Munl' s (Optional) Q drawing no. W05 -04 (OP) 1/2" (typ. flange) (typ) Standard 12 Psf Sill 4 SEE SHEETS 3 & 4 FOR GRAS5 ONIONS (Optional) (Opttnnai) General Window Sections Window Width Daylight Opng. 107-1 STFP 2 • • 830 ptional) • •• • ••• ••• ••• • Optictal:15 rSF Watei tar :Gdaptorty • eon fiot � uwite lac typ$ •©• • • • • • • • ••• •••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • Daylight Opng. Window Width INSTRUCTIONS FOR USING CAPACITY CHARTS; DETERMINE THE REWIRED DESIGN PRESSURES FOR A GIVEN WINDOW OPENING. DETERMINE THE CAPACHY OF 114E WIDOW SRE/CONFIGURATION /GLASS TYPE FROM CHARTS ON STREETS 3 AND 4. S1FP 3 DETERMINE THE ANCHOR CAPACITY FROM SHEET 7 FOR SINGLE OPENINGS, APPLICABLE TO ANCHORS TYPE A. B OR C SHOWN ON SHEETS 5 AND 8. STEP 4 IF ALUMINUM BUCKS ARE USED. VERIFY THE BUCK INSTALLATION CAPACITY FROM SHEET B. STEP FOR UNCLIPPED MULLED WINDOWS DETEPoONE MULUDN /MUWON ANCHORS CAPACITY FOR 554 TUB MULLION FROM CHARTS ON SHEET 8. STFP 6 IF ALUMINUM BUCKS ARE USED DETERMINE 6008 ANCHORING REQUIREMENTS FROM CHARTS ON SHEET 10. THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN PRESSURES OBTAINED FROM STEP 1. ro co ALUMINUM SINGLE RUNG WINDOWS APPROVAL.APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.FL OR SINGLE HUNG WITH OTHER MAIN -DADE COUNTY APPROVED WINDOWS USING MWAI -DADS COUNTY APPROVED MILLIONS IN BETWEEN. DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY 1O ENTIRE SYSTEM. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • LOADS TO TIRE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE 86706W_ SHALL BE BEYOND WALL DRESSING OR STUCCO.' ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL • •0 LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ORLY. • 1IATERINS 1WSDDWG BUT NOT LIMITED TO STEEL/METAL SCREWS. MAT CONE INTO AR • ItONEACT WITH OTHER DISSIAS MATERIALS I. MEET THE REQUIREMENTS • • 1 85F 2004/2007 FLORIDA BLOC. CODE SECTION 2003.8.4. 1 FRAME AND VENT DETAHS FOR GLASS TYPES 1 & 2. SEE SHEETS 3 & 4 FOR CAPACITIES. Instollation Screws (Refer to sheets 5, 6 & 7 for spacing information) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY W1114 THE THESE WINDOWS ARE RATED REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING ; SHUTTERS ARE NOT REGUTRED. HEN VELOCITY HURRICANE ZONE LINER). Enos DR. RUCA � 33R K. FAROOQ P12(TDUi4[ ' ' CAN i 138 8857 CAQgMi `FR° ,: /i C 0 3 2008 Window Width Typical .Elevation PRODUCT R 45 ce4 R4yleg 5585 Me F5351•5 '15:41tr0Cede vj ML LARGE M ISSILE V sheet 1 of10) Standard 12 Psf Sill Window Width Glazing at Insulated Laminated • ••• ••• ••• • • Qptinal: 5 PSF \tither or Ada:tor :Can St he•use! eV lac: re (-IC) • • • • • ••• • A FRAME AND VENT DETAILS FOR GLASS TYPES 3. 3A, 4 AND 4 SEE SHEETS 3A & 4A FOR CAPACITIES. OPTIONAL TOP RAIL SWEEP LOCK NOT AVAILABLE WITH THESE GLASS TYPES. Installation Screws (Refer to sheets 5. 6 & 7 for spacing information) Surface Appbed Mural ins ( p Tona I) �I IR Typical Elevation PINIBIICTRICRLVED otffiU9YbtO6 ,:4wrs4'nda wn log Y. Vero drawing no. W05 -04 r� I(sheet 'IA of 10 • • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • •• ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER REMARKS 1 W23201 NG AS REQD. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB /SCHLEGEL 2 CGI -612P AS REQD. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK 3 . #146 -4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY 4 N/A AS REGD. GLAZING GLASS _VARIES 5 N/A 1 COMPLETE SCREEN ALUM /MESH 6 CGI -615C & 616C 1 OR 2 COMBINATION EGRESS LOCK AND UFT /PULL ATTACHED W /(2) #8 X 5/8" FH SMS ZINC CUSTOM CASTING 1 W WOWS. 28" WIDE & SMALLER 2 CO WOWS. OVER 28" WIDE 7 A30700 & 030705 1 OR 2 OPTIONAL SWEEP LOCK & KEEPER (replaces item 6) ATTACHED W /(4) #6 X 5/8" FH SMS ZINC TRUTH HARDWARE OR EQUIV. 1 W WOWS. 28" WIDE & SMALLER 2 ® WOWS. OVER 28" WIDE 8 18-11-10(-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 1 ®WOWS. 28' WIDE &SMALLER 2 ® WOWS. OVER 28" WIDE 9 CGI -6140 2 TIE DOWN BLOCK ZINC CUSTOM CASTING 10 VARIES 2 BALANCES (B&T OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED 11 COI-617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB 12 CGI -618P 2 VENT STOP PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS 14 CGI -613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT 15 CGI --619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING 16 CGI -622N 2 BOTTOM GUIDE /CUP 47.01 LF • CARRIER SYSTEM • •. •.: : : VENT ASSEMBLY SCRP_4V • • • • • • .NT ION •• IZIIgC •• :91 • • 'S, • • CUSTOM CASTING CUSTOM CASTING VARIES VARIES OPTIONAL — BALANCE ATTACHES TO IT #10 X 1 1/4" PH SUS (2 PER CORNER) #10 X 1 1%4" PH SMS (2 PER CORNER) 17 Ci 1- 6 6 2 W i e 2 16 18 _ N/A 19 N/A 12 FRAME ASSEMBLY SCREWS • • • • • • 20 CGI -382V AS READ. VINYL BULB PVC PROTOTYPE PLASTIC EXTRUSIONS 21 VARIES AS REQD. STUCTURAL SILICONE SILICONE 3 SILICONES GE -1200, GE -2000, & DOW 995 22 CGI -632 1 OR 2 COMBINATION EltE4 WC LOCK & I ATTACHED W /(2). #81i X 5r8 5I-I SMS • ZI • • : p • • • 11ST0M CASTING OR USE WITH WATERBAR) 1 @ WOWS. 28" WIDE & SMALLER 2 ® WOWS. OVER 28" WIDE Bill of Materials • • • ••• • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • PRODUCT REVSE6➢ esprilittCses laraVrataNs a6 /' /AP B Engn . ' T ' ^• ' C # A I .3U, •• • • • • • • • . • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • •. • •• • • • •• •• • ••• • • • • .•• • 3.572 3 59 7 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (309) 2948100 FAX. (305)2826978 CJ is $ 08D 3.452 600 - Frame Head 6063 -T6 601 - Frame Sill 60633 -76 602 - Frame Jamb 6063 -16 x1.326- VENT SHAPES FOR GLASS TYPES 1.701 ---1 1 -- Z9E' L- 085 � m N .a60 r N .090 1.520 616 ALUMINUM SINGLE HUNG WINDOW (LW.) In r COI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX (305) 563 -8592 !.! mo _ - " 7 I r( i 1.701 -1 1-.1332 604 - Horiz. Rail 6063 I 1 605 - Fixed Intick. 6063 -T6 606 - Moving Intick, 607 - Side Rail 6063 -70 609 - Glzg Bead 6116331 -T6 6063 -T6 F-1.326 -1 VENT SHAPES FOR GLASS TYPES 3. 3n T w 4, 1.32 F-2.128 --1 .087 1.632 .070 lel 2907 1.832 z.040 1111 r ___ - m_ 2.507 3.134 1.326 _ .940 .960 ___1 L —1.658--.1 t • 1 iI .902 -� .950-1 .070j 1.701 I-- .997 -I 629 -Glzg. Bead 606.3 For Mass Types 4 de 4A 630 -Glzg. Bead 6063 - T6 For Gloss Types 3 & 3A 625- Horiz. Rail 6063 -76 626 -fixed Intick. 6063 -T6 627- Moving Intick. 60f+3 -TR 628-Side Rail 8083 -T6 .1351 - PEt0819C112 AS eosriIb'Eb'dg — b J( 3.155 "' Cn�o 1.094 .1.c^.9r'_t9R5 F.vaaR7?ns 43s_ _ . I ••• ••• • • • • • •• P.p ti--- .f�1! • • • t:4.3.' .. • • • • u 90..E-I5 s(op) If • -�) S 1 .075 ••• ••• •• 4 • • •• F T�naW MAP. c3757 / - D EC 0 3 2Q08 REVISES as conastawitleile [/ r ,L_ IA • • • • • • • • • ✓rowng no. 611- Waterbar 6063 -T5 631 Waterbar 1 • • • • • • • • • • • 6063 -T5 • • • • • • • • • • • • • • • (sheet of 1U) • • • • •• • • • • • • • . • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • •. • •• • • • •• •• • ••• • • • • .•• • EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PEP WINDOW DIMS. GLASS TYPE '1' GLASS TYPE '2' *1661 Hooka IX7.( +) 144t( EXL( +) INT.( - ) 19-1/8" EXIT( +) 100.0 210.0 100.0 210.0 26 -1/2" EXT.(+) 100.0 210.0 100.0 210.0 37" 26 " 100.0 210.0 100.0 210.0 53 -1/8" 100.0 100.0 171.1 100.0 210.0 19 -1/9" 100.0 100.0 210.0 100.0 210.0 26 -1/2" 38 -3/6• 100.0 210.0 100.0 210.0 3Y 100.0 100.0 197.2 100.0 210.0 53-1/8' 100.0 100.0 124.1 100.0 208.9 19 -1/8" 100.0 100.0 210.0 100.0 210.0 26 -1/2" 5/8 100.0 210.0 100.0 210.0 37" 100.0 100.0 188.3 100.0 210.0 53-1/8" 66.9 100.0 101.2 100.0 188.7 19 -1/8" 100.0 1000 210.0 100.0 210.0 28 -1/2" 100.0 100.0 207.5 100.0 210.0 3Y a 100.0 154.9 100.0 210.0 53-1 /6' 94.9 88.1 88.1 100.0 120.0 19 -1/8" » . 100.0 210.0 100.0 210.0 26 -1/2" 100.0 181.5 100.0 210.0 37' 100.0 146.8 100.0 210.0 53 -1/8" 62.0 82.0 100.0 120.0 19 -1/8" 120.0 100.0 210.0 100.0 210.0 26 -1/2" 88.8 100.0 171.4 100.0 210.0 • 18" 100.0 136.6 100.0 210.0 53-1/8' 120.0 80.0 80.0 100.0 120.0 EQUAL LITES WINDOWS EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - P8F DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE '1' GLASS TYPE '2' WINDOW DIMS. GUM TYPE '1' GLASS TYPE '2' W10111 HEIGHT EXIT( +) 1NT.(-) EXI.( +) 1011-) 540TH HEIGHT EXT.(+) 197.( -) DR.( +) 1447( -) kkPk»%Z » 100.0 210.0 100.0 210.0 1000 � 100.0 181.9 100.0 210.0 100.0 118.8 100.0 120.0 1 00.0 210.0 100.0 210.0 100.0 111.9 100.0 120.0 100.0 210.0 100.0 210.0 100.0 180.0 100.0 210.0 100.0 101.5 100.0 120.0 100.0 144.0 100.0 210.0 65.4 85.4 100.0 120.0 76.2 78.2 100.0 120.0 100.0 120.0 100.0 200.0 100.0 102.9 100.0 171.4 66.9 138.9 100.0 120.0 Vm10 : %% k 100.0 210.0 100.0 210.0 kk ■ 106" 100.0 142.4 100.0 210.0 100.0 199.7 100.0 210.0 100.0 102.2 100.0 120.0 94.9 94.9 100.0 120.0 100.0 190.3 100.0 210.0 85.9 85.9 100.0 120.0 100.0 184.3 100.0 210.0 76.3 75.3 100.0 120.0 100.0 128.0 100.0 210.0 100.0 104.7 100.0 120.0 68.8 68.6 100.0 120.0 00.6 88.8 100.0 420.0 13 WI! 120' 100.0 120.0 100.0 120.0 90.7. 90.7 100.0 120.0 % i % s 72" 100.0 201.1 100.0 210.0 83.8 83.8 75.9 100.0 120.0 100.0 182.1 100.0 210.0 100.0 187.8 100.0 210.0 75.9 100.0 120.0 66.4 68.4 100.0 120.0 100.0 150.7 100.0 210.0 100.0 120.0 100.0 120.0 . • •• ••• • • • • • •• • • • • • • •• ••• •• • 96.0 98.0 100.0 120.0 80.0 80.0 100.0 120.0 �km 84 100.0 179.1 100.0 210.0 100.0 143.4 100.0 210.0 100.0 135.3 100.0 210.0 100.0 120.0 100.0 120.0 100.0 108.1 100.0 120.0 85.8 85.6 100.0 120.0 74.8 74.8 100.0 120.0 Glass Type "1 5/16" Nominal Glass Annealed /Annealed Glass trygloss Plus or itormglass or fonceva or Solutia Saf lex HP PVB Mn. Gloss m N m 0 Silicone GE-1200 2 995 Gloss Type "2" 5/16 Nominal Glass HS /HS 1/8" HS Gloss .090 Sentryglass Plus or .075 Stormgloss or .075 Voncevo or .100 Solutia Saflex HP PVB 1/8 HS Glass Silicone GE -1200 GE -2000 DOW -995 • • • •• • • •• a1D ••• ••• ••• • • •GLASS CAPACITIES ON THIS SHEtt ARE • • • • • BA D ON•ASTM E1300.02/04 SEC • • •A NA FLORRM sultoi1.� cosui O • • • • • D€ IARATt: } STA1EMPNT 1 40%05 *C -219 • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • •• 0 • • ••• • • All values shown are Design PSF (Pounds per Square Foot) VALUES FOR EXTERIOR LOADS( +) SHOWN ARE FOR SILL WITH WATERBAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR(+) LOADS TO 80.0 PSF Oy Supplemental Test Results for: Air Infiltration - Water Leakoge Resistance - Forced Entry Test Type and Method Air Infiltration Test (ASTM -E283) ® 1.57 psf pressure dfferential ® 6.24 psf pressure differential Water Leakage Test (ASTM -0331) without woterbor adaptor with waterbar adaptor Forced Er.try Resistance test (A5TM F588 & Grade 10) Results PASSED ( .044 C.F. / Min / Sq Ft ) PASSED ( .076 C.F. / Min / Sq Ft ) No leakage allowed PASSED 15 12.0 PSF PASSED ® 15.0 PSF PASSED cn . N t width PROIOIICi REVDiED pt ,flnIk0Id8 a10 Lwith Wend* Daldbreceds Rarglauxa ya !i 1 LIP 05 e � :ISdm,.r5671J rtJ5 ) A1.. -.. 11a?yaaProd¢et�� .. one.. . 0 0- w O w Equal Lite Window J a, 0 u P drawing no. DEC 0 3 2008 W05 -04 j (sheet 3 of 10 NOTE GLASS CAPACIIIS ON THIS SHEET ARE BASED ON -ASR1 01300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05 -DEC -219 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH 24' 30' 32' 38" 42" 48' 54' 24' 30' 32" 36" 42" 48' 54' 24' 30" 32" 38' 42' 48' 54 24' 30' 32' 38' 42' 48' s4' 24' 30' 32' 38" 42' 48' 54' 24' 30' 32' 36' 42' 48' 24" 30" 32' 38' 42" HEIGHT 48" 60 72 84 98' 108' 120" GLASS TYPE '3' EXT.( +) 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 103.0 103.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1004 1004 100.0 100.0 1000 100.0 100.0 1004 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 INT.( - ). 210.0 210,0 210.0 210.0 210.0 200.0 171.4 210.0 210.0 210.0 210.0 210.0 120.0 120.0 210.0 210.0 210.0 210.0 120.0 120.0 120.0 210.0 210.0 210.0 120.0 120.0 120.0 120.0 210.0 120.0 120.0 120.0 120.0 120.0 120.0 210.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 mass TYPE '34' EXT.( +) 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1004 100.0 100.0 1004 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1004 1004 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1117( -) 210.0 210.0 210.0 210.0 210.0 200.0 171.4 210.0 210.0 210.0 210.0 210.0 120.0 120.0 210.0 210.0 191.2 188.4 120.0 120.0 120.0 210.0 210.0 210.0 120.0 120.0 120.0 120.0 210.0 120.0 120.0 120.0 120.0 120.0 112.8 210.0 120.0 120.0 120.0 120.0 112.2 120.0 120.0 120.0 120.0 114.1 GLASS TYPE '4' GLASS TYPE '4A' Exr.( +) 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1004 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1N1'.( -) IXT.( +) 210.0 100.0 210.0 100.0 2100 100.0 210.0 100.0 210.0 100.0 200.0 100.0 171.4 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 120.0 100.0 2100 100.0 210.0 1004 2100 100.0 210.0 100.0 120.0 100.0 120.0 100.0 120.0 90.5 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 120.0 100.0 120.0 90.9 120.0 80.8 210.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 90.8 120.0 80.9 120.0 73.2 210.0 1000 • 120.0 10&0 120.0 1000 120.0 91,24, 120.0 80.0 120.0 72.9 120.0 100.0 120.0 6 120.0. 808 120.0; 818 120.0 110.8 TNT.( - ) 210.0 210.0 210.0 208.2 175.9 158.8 139.5 210.0 210.0 202.2 174.5 153.8 120.0 106.3 210.0 172.2 178.0 180.1 120.0 109.5 90.5 1902 1523 143.7 120.0 112.7 909 80.8 1724 120.0 1189 107.8 90.8 80.9 73.2 •1514• 108.8 100.8• - St4Z• 80.0 72.9 120.0 4 14.4 '13 18.8 16.8 3/16" HS Glass Type "3" 3/8" Air Space 1/8" HS 1/8" HS grallw Nay Gloss Type "4" .075 Vanceva Storm or .090 Sentryglass Plus or .100 Saflex HP 3/16" HS Silicone GE -1200 GE -2000 DOW -995 1/8" HS .075 Vanceva Storm or .090 Sentryglass Pius or .100 Soflex HP Silicone GE -1200 GE -2000 DOW -995 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PBP WINDOW ow. GLASS TYPE '3' 3LAS9 TYPE '34' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 060.0 •4 PAM 2104 100.0 100.0 100.0 100.1 100.0► 00 100.0 210.0 2100 210.0 2104 210.0 208.9 210.0 210.0 210.0 188.7 210.0 21010• 230.0 12010 2ra10• 210.0 210.0 120.0 '240.0 210.0• •1470.0 WIDTH 19 -1/8" 28 -1/2' 37" 53 -1/8' 19 -1/8" 28 -1/2' 37' 53 -1/8' 19 -1/8' 28 -1/2' 37' 53 -1/8" 18 -1 /8" • 28.1/2• 3x • 53.1/e, • 19 -1 28 -1/2' 37' 53 -1/8' 29' 38 -3/8' 50 -5/8" • • • • • • 72' 19 ••• 28 -102" 79. V . • • • • 53 -108' • • HEGHT EXT.( +) 1NT.( -) F3a.( +) 100.0 210.0 100.0 100.0 210.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 • 110.0 1110.0 11b.0 •100.0 1NT.( - ) 210.0 210.0 210.0 210.0 210.0 210.0 210.0 206.9 210.0 210.0 210.0 168.7 210.0 210.0 191.9 120.0 210.0 210.0 198.5 120.0 210.0 210.0 194.8 120.0 CUSS TYPE '4' oa.( +) 100.0 1004 100.0 100.0 100.0 1004 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100 TNT.( -) 210.0 210.0 210.0 210.0 210.0 210.0 210.0 208.9 210.0 210.0 210.0 188.7 210.0 210.0 210.0 120.0 210.0 210.0 210.0 120.0 210.0 210.0 210.0 120.0 MAN TYPE '44' EXT.( +) 1004 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1004 100.0 100.0 100.0 100.0 94.8 100.0 100.0 100.0 883 1NT.( - ) 210.0 210.0 210.0 210.0 210.0 210.0 210.0 206.9 210.0 210.0 193.1 131.7 210.0 210.0 177.6 104.8 210.0 192.9 156.0 94.6 210.0 182.1 145.1 88.3 • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • •• • • • • ••• • 3/16" AN 3/8 Air Space 1/8" AN niongentEnwre es iggw119lbe Rrk4ci4::eSe. Gloss Type "3A" Glass Type "4A" 1/8" ANN V O F 15 .075 Vanceva Storm or .090 Sentryglass Plus or .100 Saflex HP 3/16" ANN Silicone GE -1200 GE -2000 DOW -995 1/8" ANN .075 Vanceva Storm or .090 Sentryglass Plus or .100 Soflex HP Silicone GE -1200 GE -2000 DOW -995 width Equal Lite Window All values shown are Design PSF (Pounds per Square Foot) VALUES FOR EXTERIOR LOADS( +) SHOWN ARE FOR SILL WITH WATERBAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR( +) WADS TO 80.0 PSF ate e t r Itaidloseatie Engn SYR19AY0 cu. # 18857 088 3039 DEC 0 3.2Q08 u drawing no. W05 -04 reheet3A of 10 „ UNEQUAL LITES WINDOWS (ORIEL) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. TOP , GLASS TYPE '1'GL4S.S TYPE '2' W10114 HEIGHT HEIGHT EXT.( +) 1NT.( -) EXL( +) 1Nr.( -) 100.0 100.0 1819 100.0 210.0 100.0 100.0 118.8 100.0 120.0 98' (MAX) 48 , 99.3 100.0 1119 1009 120.0 891 100.0 101.5 1000 1201 100.0 80.4 85.4 100.0 120.0 105' 100.0 76.2 76.2 100.0 120.0 ( ') 83.6 88.9 68.9 100.0 120.0 100.0 100.0 142.4 1001 2101 120' S 100.0 100.0 1022 1001 1210 (.) 73.7 94.9 949 100.0 1201 108' 100.0 85.9 85.9 100.0 120.0 120' (MAX) 99.5 75.3 75.3 100.0 120.0 85.7 135.7 100.0 88.8 68.8 100.0 120.0 24' 210.0 100.0 100.0 120.0 100.0 120.0 30* 939 100.0 90.7 90.7 100.0 120.0 32* 120' 100.0 83.8 83.8 100.0 120.0 36' () 100.0 78.9 75.9 10.0 120.0 42' 120.0 100.0 68.4 89.4 1010 120.0 799 79.8 100.0 100.0 120.0 100.0 1201 Ise' 81.7 81.7 100.0 1201 77.7 77.7 100.0 120.0 (1160 87.4 87.4 100.0 120.0 24' 100.0 113.6 100.0 120.0 30' 77.1 77.1 100.0 120.0 32* 120" (1.142.) 72' 70.1 70.1 100.0 120.0 38" 80.3 60.3 100.0 120.0 N M n 100.0 120.0 100.0 120.0 120' 78' 71.2 71.2 100.0 120.0 (MAX.) 83.8 8311 100.0 120.0 24' 120. 84 , 100.0 120.0 100.0 120.0 30' (MAX.) 68.6 669 100.0 120.0 UNEQUAL LM'E3 WINDOWS (ORIEL) DESIGN LOAD CAPACITY - PSF ' WINDOW DIMS. Top VENT HEIGHT GLA63 TYPE '1' GLASS TYPE '2' WIDTH HEIGHT UT.( +) 1NT.( -) EXL( +) TNT.( -) 19-1/8" 100.0 210.0 100.0 210.0 28 -1/2" 100.0 138.5 100.0 210.0 37' 98' (MAX) 48 , 99.3 99.3 100.0 120.0 53-1/8' 891 89.8 100.0 120.0 19 -1/8' 100.0 210.0 100.0 210.0 28-1/2' 105' 100.0 120.0 100.0 120.0 37' ( ') 83.6 83.6 100.0 120.0 19 -1/8' 100.0 210.0 100.0 210.0 28-1/2' 120' S 100.0 108.6 100.0 120.0 37" (.) 73.7 73.7 100.0 120.0 19 -1/8' 100.0 210.0 100.0 210.0 28 -1/2' 120' 99.5 99.5 100.0 120.0 37' (MAX.) 85.7 135.7 100.0 120.0 19 -1/8' 12 0• 100.0 210.0 100.0 210.0 28 -1/2" (MAX.) 72' 939 939 100.0 120.0 19 -1/8' 120• 100.0 120.0 100.0 120.0 28 -1/2' (MAX.) 78 , 88.0 88.0 100.0 120.0 19 -1/8' 120' 100.0 120.0 100.0 120.0 28 -1/2' (MAX.) 84„ 799 79.8 100.0 120.0 Test Type and Method Results Air Infiltration Test (ASTM -E283) 6 1.57 psf pressure differential 6 6.24 psf pressure differential PASSED ( .044 C.F. / Min / Sq Ft ) PASSED ( .076 C.F. / Min / Sq Ft ) Water Leakage Test (ASTM -E331) without waterbar adaptor with woterbar adaptor No leakage allowed PASSED 6 12.0 PSF PASSED 6 15.0 PSF ' Forced Entry Resistance test (ASTM F568 & Grade 10) PASSED Gloss Type "1" 5/16 Nominal Glass Annealed / Anneoled 1/8" Ann. Glass 1/8" H5 Glass .090 Sentryglass Plus or .075 Stormglass or .075 Vanceva or .100 HP PVB 1/8" Ann. Glass N r, '5 Silicone GE -1200 CE -2000 DOW -995 Glass Type "2" 5/16" Nominal Gloss HS /HS All values shown are Design PSF (Pounds per Square •Foot) • .090 Sentryglass Plus or .075 Stormglass or .075 Vanceva or .100 HP PVB 1/8" HS Glass Silicone GE -1200 GE -2000 DOW -995 ••• • • • • • •• •• %At ARE • • • • • � 1 � , OM A • 04 Q SEC. GUSTS) • • • • OECIARA CORY a SEC -219 • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • . • • • • • • •• • • • • •• • • •• • • • • • • •• • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• • • • •• • • • ••• • • 0 This Lite must be Equal to or smaller than the Top Lite Supplemental Test Results for: Air Infiltration - Water Leakage Resistance - Forced Entry width Top Vent O N Unequal Lite Window) SF VALUES FOR EXTERIOR LOADS( +) SHOWN ARE FOR SILL WITH WATERBAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR( +) LOARk serresielfisstridatoriettfie BettlesCelis itcreseteeetfo gr. OA T': Y98N-FAR000 51P4 F1A: P9 ! 18667 838 GA9. 3 DEC 0 3 200 N c 8 drawing no. W05 -04 (sheet 4 of 10 UNEQUAL LITES WINDOWS (ORIEL) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. TOP VENT GLASS PIPE '3' GLASS TYPE 'sr GLASS TYPE '4' 01458 TYPE '44' WIDTH HEIGHT HEIGHT EDIT.( +) TNT.(-) EXL( +) 1Nr.(-) EXT.( +) 1Nr.(-) EXr.( +) 1Nr.( -) N e g n a e s 96' () 48" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 172.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 118.9 100.0 120.0 100.0 120.0 100.0 120.0 100.0 107.8 100.0 120.0 100.0 120.0 100.0 120.0 90.8 90.8 100.0 120.0 , 100.0 120.0 100.0 120.0 80.9 80.9 100.0 120.0 100.0 112.8 100.0 120.0 73.2 7.2.2 N n e a t/ 108" (MAX) X 100.0 210.0 100.0 210.0 100.0 210.0 100.0 151.2 100.0 120.0 100.0 120.0 100.0 120.0 100.0 108.6 100.0 120.0 100.0 120.0 100.0 120.0 100.0 100.8 100.0 120.0 100.0 120.0 100.0 120.0 91.2 91.2 100.0 120.0 100.0 120.0 100.0 120.0 80.0 80.0 100.0 120.0 100.0 112.2 100.0 120.0 72.9 72.9 24' 30" 32' 38' 42" 120" OW 100.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 98.4 96.4 100.0 120.0 100.0 120.0 100.0 120.0 88.8 88.8 100.0 120.0 100.0 120.0 100.0 120.0 80.6 80.6 100.0 120.0 100.0 114.1 100.0 120.0 70.8 70.6 24' 30" 32' 38" 120 04.0x.) ee" 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 86.8 869 100.0 120.0 100.0 120.0 100.0 120.0 22.8 82.8 100.0 120.0 100.0 120.0 100.0 120.0 71.8 71.6 N M/ A 120' (MAX.) 72' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 81.9 81.9 100.0 120.0 100.0 120.0 100.0 120.0 74.5 74.5 100.0 120.0 100.0 120.0 100.0 115.2 84.0 64.0 24" 30' 32' 120' ( 2 .) h 100.0 120.0 100.0 120.0 100.0 isd o 18205 4 140 100A 100.0 120.0 100.0 120.0 120.0 100.0 100.0 110.0 75.8 1 75.b• 120.0 _ 100.0 120% 871 4 48 24' 30" 1 120' (MAX) e4• 100.0 120.0 100.0 120.0. 100.0 11091 1010814 120.5 100.0 120.0 100.0 120.0 100.0 120.0 70.7 70.7 UNEQUAL LITES WINDOWS (ORIEL) DESIGN 1.0AD CAPACITY - PSF WINDOW DIMS. TOP PENT GLASS TYPE 's' GLASS TYPE 'SA' GI4SS TYPE '4' GLASS TYPE '44' WIDTH HEIGHT HEIGHT ECT.( +) TNT.( -) EXT.( +) 1Nr.( -) Oa.( +) TNT.(-) E)T.( +) 1NT.( -) 19 -1/8" 26 -1/2' 37" 53 -1/8' 96' (MAX.) 48" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 '100.0 210.0 100.0 210.0 100.0 147.1 1013.0 120.0 100.0 120.0 100.0 120.0 100.0 105.5 100.0 120.0 100.0 114.4 100.0 120.0 742 74.2 19 -1/8" 26-1 /2' 37' 108" (MAX.) N 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 88.8 88.8 19 -1/8' 28 -1/2' 37' 120" (MAX.) m 100.0 210.0 100.0 204.2 100.0 210.0 100.0 210.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 115.4 100.0 120.0 100.0 120.0 100.0 120.0. 76.3 78.3 19 -1/8" 26 -1/2" 3Y _ 120 oux4 86" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 105.7 100.0 120.0 100.0 120.0 100.0 120.0 899 89.8 19 -1/8' 204r 198'1/18' 2g-14- 19 -4/8" 26 -1/2" 120• 2MIAI) 01200 pup •t21• (MAX.) . iv • 1A • • 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 100.0 120.0 210.0 100.0 100.0 120.0 210.0 100.0 100.0 120.0 210.0 999 100.0 99.8 203-3 100.0 100.0 120.0 210.0 100.0 100.0 120.0 210.0 100.0 100.0 120.0 210.0 93.5 100.0 93.5 1635 100.0 120.0 100.0 120.0 100.0 120.0 849 84.8 NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON AWN 01300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA0S- DEC -219 3/16" HS Gloss Type "3" 3/8" Air Space 1/8" HS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • . '. •. • • •. • • • • • • • ••• • i 1/8" HS 11 M O P Glass Type "4" .075 Vanceva Storm or .090 Sentryglass Plus or .100 Saflex HP 3/16" HS Silicone GE -1200 GE -2000 DOW -995 1/8" HS .075 Voncevo Storm or .090 Sentryglass Plus or .100 Saflex HP Silicone GE -1200 GE -2000 DOW -995 3/8" Air Space 1/8" ANN 3/16" AN Gloss Type "3A" Glass Type "4A" s O+ L This Lite must be Equal to or smaller than the Top Lite .075 Voncevo Storm or .090 Sentryglass Plus or .100 Soflex HP 3/16" ANN Silicone GE -1200 GE -2000 DOW -995 1/8" ANN .075 Voncevo Storm or .090 Sentryglass Plus or .100 Soflex HP 1/8" ANN Silicone GE -1200 GE -2000 DOW - 995 width 1 Top Vent Unequal Lite Window �oDalcl'[tE'vcs�:s . BAI�1'�4d' Ut'�ari� 9ll5* lVYetlil9 B...447-ee rot .Dfo F,y�lrrNoc _ ►,IS'Jf.'7f'J31 All values shown are Design PSF Pounds per Square Foot) VALUES FOR EXTERIOR LOADS( +) SHOWN ARE FOR SILL WITH WATERBAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR( +) LOADS TO 80.0 PSF Engo DR.: WJMAYOUN FAR000 FlA PE 7 ' CAN. 38 DEC 0 3 2000 drawing no W05 -04 'sheet 4A of 10 ) Installation Type "A" w/ 1 x 4 Beveled P.T. Wood Buck 1/4" Dia. Flat Head Tap —Con Screws (or equal) a. Lir"—, . 1 1/4" Min. Optional Pre —Cast Sill JB & JT Buck bed in sealant (typ) Sealant (typ) Sealant a . • v. ° • • <• • • • • • • • • • • • • •• • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • 3 1/2 Min. • • r 0 E 2 3/4" I 1 x 4 Beveled P.T. Wood Buck (typ.) Optional Non — beveled Wood Buck (dotted) • • •• •4•• • • • • • ••• • • • • • • • •• v ••• a • • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • •• •• • • • • • •• • • • IMPORTANT NOTE: Wood Bucks must sustain loads imposed by glazing system and transfer them to the building structure. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy=155 KSI) 1/4" DIA. HILTI KWIK —CON U (Fu -183 Ks, Fy=157 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1 -1/2 MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -3/8" MIN. EMBED INTO CONC. OR MASONRY 1/4" CIA. SELF DRIWNG SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WTrH ALUMINUM TO BE PLATED OR PAINTED) 4114 SMS OR SELF DRIWNG SCREWS INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .080') (NO SHIM SPACE) YYPICAJ. EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Pe = 3000 PSI MIN. MASONRY fm = 1500 PSI MIN. Values for installation Type "A" apply to the following installation types, with maximum shim space 1/4 ": 1 — Using thy P.T. wood bucks, min. 5/8" thick, 2— Directly into masonry, without the use of wood bucks. 3— Directly into a steel or aluminum structure min. 1/8" thick and using #14 Teks or SMS. Structure must be designed by others to sustain the loads imposed by the window. 1113011VCTRENNOTED SlalAngd:orki Small) _ arm bttn'7^:!:rw9 •�° 10 b5 Ah`M. ; h^a Rn • • i iv .. 2 �-1_ DEG 0 3 2088 1 1 n drawing no. W05 -04 (sheet 5 ono) 4. Installation Type "B" w/ 2 x 4 Beveled P.T. Wood Buck 1/4" dia. Flat head tap —con screws (or equal) 1 -3/8" min. Wood embed . Arlyr Optional Pre —Cast Sill Buck bed in - sealant (typ) Sealant (typ) 2 3/4" 1 2 x 4 Beveled P.T. Wood Buck (typ.) v • v -• 4•. • • • • • • • • Alb a • • Optional Non — beveled Wood Buck (dotted) • • • • • •• • • • • • • • ia• • • • • • o " • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • •• 0 • • • • • ••• • • Installation Type "C" based on wood penetration only using 1 x 4 or 2 x 4 wood bucks 1/4" Dia. Flat Head Sheet Metal Screws or 1/4" Dia. Top —Con . Fasteners 1 3/8" Min. Total Wood Penetration Buck bed in sealant (typ) Sealont (tYa) s t o o d 1 x 4 & 2 x 4 P.T. Wood Buck (typ) See Installation P osut'r ee.NEWIM Types "A" & "8" M si with Oar Ms* for 1 x 4 & 2 x 4 b„ P.T. Wood Buck S tyles ,s4C 7c,i mu IMPORTANT NOTE: Wood Bucks must sustai Toads imposed by glazing system and transfer them to the building structure. structure O. Optional Non — beveled Wood Buck (dotted) /! PISODIXT tote p 11 Engr. K ro4N 'KNiooa nn T CAV& 3038 drawing no. DEC 0 3 2008 W05 -04 (sheet 6 of 10) ANCHORS DESIGN LOAD CAPACITY - ESP NO. OF STANDARD HOLE WINDOW DINS. ANCHORS PATTERN W0111 HOGHT AT JAMB EXr.( +) & INT.( -) 19 -1/8' 210.0 26 -1/2' 37' 28, 4 210.0 210.0 53 -1/8' 210.0 210.0 19 -1/8' 4 210.0 210.0 26 -1/2' _ 210.0 210.0 3r 38--3/8" 205.2 210.0 53 - 1/8' 171.9 206.5 19 -1/8' 210.0 210.0 28 -1/2' X5/8' 210.0 210.0 3r 210.0 210.0 53 -1/8' 4 199.5 170.0 19 -1/8' 178.5 210.0 26 -1/2 181.5 210.0 37' a 147.5 183.7 53 -1/8' 210.0 140.7 19 -1/8' L 210.0 210.0 28 -1/2' • 210.0 3r 6 8 210.0 140.7 19 -1/8' 210.0 210.0 26 37' 169.6 6 210.0 208.0 138.6 138.7 210.0 210.0 210.0 6 192.7 173.1 198.0 129.8 210.0 188.4 178.9 m k 8 183.1 145.4 132.5 122.3 210.0 210.0 108' 8 207.4 188.4 167.1 151.4 VsCRVri 210.0 193.8 120' 8 183.5 168.3 146.8 ANCHORS DESIGN LOAD CAPACITY - PSF STANDARD 801.E WINDOW DIMS. NO. OF ANCHORS PATTERN WIDTH HEIGHT AT JAMB OR.( +) & {NM 19 -1/8' 210.0 26 -1/2' 37' 28, 4 210.0 210.0 53 -1/8' 210.0 19 -1/8' 210.0 26 -1/2' 210.0 3r 38--3/8" 4 210.0 53 - 1/8' 206.5 19 -1/8' 210.0 28 -1/2' X5/8' 210.0 3r 4 210.0 53 -1/8' 170.0 19 -1/8' 210.0 26 -1/2 210.0 37' a 4 183.7 53 -1/8' 140.7 19 -1/8' L 210.0 28 -1/2' 210.0 3r 6 210.0 53 •1/8' 140.7 19 -1/8' 210.0 26 37' 78 6 210.0 208.0 53 -1/8' 138.7 Width • • . • CGI Stanlla F1'ofe ttetn Instollation Screws • • • • •• • • • • • •• • ••• .•• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • Refer Wheel S & 8 •10 fQr•descripti.I o1, irelallation types A - B - C • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOADS APPLY TO INSTALLATION TYPES A, B & C AND INTO ALUMINUM BUCKS FOR ALUMINUM BUCK INSTALLATION SEE SHEETS 9 AND 10. Enp: CH. HUMAYOUN F4B000 RA Pk. _1_6557 CAN. .a36 mmD xT!S'PNEBBSFY! 43cam14,84vgl &18 FiorL5z FIEWEIED Ya� a 4 e o all P z z 2 D I drawing no. W05 -04 sheet 7 of10) 6 1_ 4 ; -8 1-3" 1 10 1 � 4 I -Cr 4 Q / 4 1" x 4" x 1/8" thk. Aluminum Tube Mullion (unclipped at ends (Mull length = Wdw Height - 1 #14 x 3/4" FH Teks or SMS Multiple Opening (2 or more windows) 0/ 1 screw on each side of mullion Standard Installation Vertical Mullion Performance Tributary Width - Wt 2 + W2 For Window Performance, refer to sheets 3 or 4 TT, VON 24" 30 sr sr 42 48' 54 24' 30' 3r 38" 42' 48' 54' MUM DES/62 WAD CAPACITY - POP ONE ANCHOR 110 ANCH088 T8250 ANCH088 WINDOW DIM. EACH SIDE RAW SIDE EACH SIDE 98.0 92.0 85.7 79.1 75.0 72.7 50.0 75.8 72.3 88.7 805 583 FxL( +) 8 TNT.( -) 1500 1309 128.8 120.0 1145 112.5 112.5 112.5 24' 30' 32' 38" 42' 48' s4 ' 24' 30' 32" 1 38" 4r 4r 54' HEIGHT PX7.( +) • NT.( -) 210.0 48' 210.0 210.0 210.0 210.0 210.0 210.0 210.0 1920 60' 184.1 171.4 1882 1880 145.8 180.0 1515 72' 144.8 1333 121.0 1125 84' •••••; • 82.8 • •69.9 • • e ••48 45.0 90.0 42.1 84.2 oa.( +) • 210.0 210.0 210.0 210.0 2100 2100 210.0 210.0 2100 210.0 210.0 2100 210.0 210.0 210.0 2100 210.0 200.0 181.5 188.8 106.7 180.0 •i'• •4 • V • • • • 10.1 • • •11921/ • fi t ••• :1 •4 129.7 •• 117.4 1084 • • • ••• ••• ••• • • • • • • • • It • • • • • • • • • • • • • • • • 6 •• • • • • •• • • •• • • • • • • • ••• • • •• • • • • ••• • • • • • • • • • • • • 6 ••• • • • • • • • • • • • • • • •• •• • 6 • •• •• ••• • • • ••• • • Multiple Opening (2 or more windows) w/ 2 or 3 screws on each side of mullion High Load Installation (• = additional holes to be drilled by installer) Sealant (tYP) Horizontal Mullion Performance For Window Performance, refer to sheets 3 or 4 1" x 4 x 1/8" thk. Aluminum Tube Mullion (unclipped at ends)) • (Mull length = Wdw Width - 1 ") MULLION 00080N WAD CAPACITY - PIP WINDOW DIMS. 100tH 24' 30' 32' 38" . 42 48 54' 24' 30' 32' 38' 42' 48' 24' 30' 3Y 3r 42' HEIGHT 98' 108' 120' 022 ANCHOR PACO SIDE 12T.( +) • wc( 84.3 613 50.8 482 41.1 375 34.8 583 485 44.0 40.0 353 32.1 500 41.1 389 383 31.2 TWO ANCHORS EACH 81DE 1Da.(+) 6 TNT.-) 1288 108.7 101.2 923 820 75.0 69.8 98.3 793 74.9 87.2 083 52.2 71.4 57.8 54.2 483 422 THREE ANCHORS MACH 810E oa.( +) • 01L( - ) 140.7 114.1 107.8 96.8 845 76.1 664 863 795 745 672 585 522 71.4 57.8 54.2 483 42.2 PRODUCT DO4DWED es tmDetpirgt with the PISMI Rob •206' Cees Ate„ o8"F;_ #14 x 1 FH Teks or SMS 54" m x.mum .0dth M11LL30N DEMON LOAD CAPACITY - PST 028 ANCHOR 170 ANCHORS TERM 1200088 WINDOW DIMS. EACH ®E EACH RIDE EACH RIDE MOTH 83. - 1/9° 19 -1/8' 28 -1/2' 37' 67-1/8" 19 -1/9' 28 -1/2' 37' 53 -1/8' 38 -1/8' 28 -1/2' 3Y' 53 19-1/r 26 -1/2" n 63 -1/8' 19 -I/8' 28 -1/2' 3? 53-1/8" 10010 28' 38 -3/8' 50-5/8' 83' 72' 78" 6X8" <+) R INT.(-) 210.0 210.0 1944 1792 179.0 1860 130.9 1060 101.1 1268 953 78.7 870 1083 832 655 53.7 1020 779 609 493 PDr.( +) • 210.0 210.0 2100 210.0 210.0 210.0 210.0 210.0 202.3 210.0 1980 157.4 1339 210.0 1883 1309 107.4 204.0 135.9 121.8 987 EaT.( +) • Ort.( - ) 210.0 210.0 210.0 2100 2100 210.0 2100 210.0 2100 2100 210.0 2100 2009 210.0 210.0 198.4 181.1 210.0 210.0 192.7 148.0 'c N 1 drawing no. W05 -04 (sheet 8 0110 SILLS CAN ALSO BE USED WITH OPTIONAL WATERBAR CONCRETE m 3000 PSI BLOCK 1924 PSI 2 1/2" MIN. EDGE DIST. Eng, DR." 1NYAYOUN FAR000 SIRSIG'f11 FLA. PE / 5 187 C.A.N. X38 1 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS EXr.( +) & INr.( -) IWDOW DID. 35018 24' 30" 32 38" 42" 48" 24' 30" 32' 38" 42" 48 54' 24' 30" 32" 38' 42" 48' 54' 24" 30 32 38" 42' 48" s4• 24 30" 32" 38' 42" 48" 54" 24' 30" 32" 36' 42" 48" 24" 30" 32" 36" 42' HEIGHT 48" 60" 72" 84" 98" 108" 120' ANCHOR SPACING HMO CONC./2000 16" 0.C. 210.0 210.0 210.0 210.0 205.7 205.7 188.0 210.0 179.2 171.8 190.0 147.7 140.0 135.8 210.0 178.8 168.8 159.8 141.2 131.3 124.4 210.0 175.3 166.8 152.7 137.1 126.0 1179 210.0 174.2 165.4 150.8 134.4 122.5 113.6 183.8 151.7 143.8 130.7 115.9 105.0 188.7 153.6 145.4 131.8 118.4 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 510.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 198.5 210.0 210.0 210.0 210.0 210.0 210.0 1948 210.0 210.0 210.0 210.0 210.0 195.0 210.0 210.0 210.0 210.0 210.0 ANCHOR SPACING INTO 80.7.02 max 18' 0.C. 178.7 210.0 155.9 210.0 150.8 210.0 142.9 210.0 131.3 204.2 131.3 107.2 201.0 187.8 134.0 210.0 114.3 200.1 109.6 191.9 102.1 94.2 89.3 88.8 134.0 112.8 107.7 Sea 90.1 838 79.4 134A 1119 106.4 97.5 87.5 80.4 75.2 134.0 111.2 105.5 96.2 725 117.3 989 91.8 83.4 73.9 67.0 119.1 8" 0.C. 178.7 184.9 158.3 151.8 210A 203.1 1939 178.7 1622 150.8 142.9 210.0 188.4 177.4 182.4 145.9 134.0 125.4 210.0 190.9 180.9 1849 147.0 134.0 124.3 210.0 179.8 170.4 154.8 137.3 124.4 210.0 98.0 183.8 92.8 173.9 84.1 1579 74.3 139.2 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS OIT.( +) & 1TAIDOM 0DI3. WIDTH 19 -1/8" 26 -1/2" 37' 53 -1/8 19 -1/8" 26 -1/2" 37" 53 -1/8" 19 -1/8" 28 -1/2" 37' 53 -1/8" 19 -1/8' 28 -1/2" 37' 53 -1 /8 19 -1/8" 26 -1/2" 37" 53 -1/8" 19 -1/8" 28 -1/2" 37" 53 -1/8' HEIGHT. 28" 38 -3/8" 50 -5/8" 63" 72' 78' ANCHOR SPACING 1NT0 CONC./1100D 19" 0.C. 8" 0.C. 210.0 210.0 210.0 210.0 2109 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 1&5.8 210.0 210.0 210.0 210.0 203.5 1719 210.0 210.0 183.7 156.2 210.0 194.2 152.8 125.3 210.0 181.9 142.1 113.1 210.0 210.0 210.0 210.0 210.0 210.0 210.0 2100 210.0 210.0 210.0 210.0 210.0 210.0 207.3 ANCHOR SPACING INTO 8093.02 BLOCK 16" O.C. 210.0 210.0 165.5 148.0 210.0 173.9 157.4 118.5 196.8 198.9 1299 109.6 188.8 148.4 117.2 99.7 161.8 123.9 97.5 79.9 151.8 116.0 90.7 73.5 8' 0.0. 210.0 210.0 210.0 210.0 210.0 210.0 210.0 207.4 210A 210.0 194.8 180.7 210.0 210.0 187.5 159.5 210.0 210.0 1755 143.9 210.0 2089 163.9 1922 •• ••• • • • • • • • • • •• • • • • •• ••• • ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • • • • •• 421 AA • -. • • • • •• .125 • ••• ••• ••• • • • • • • • • • • • • • • • • • • • •• • .. • • • • • • •• .. • • . • • • • 9 60 l - sJ • ••• • • • • • • • • • • • • • •• •• ••• • • .562 ALUMINUM BUCK FRAMING DETAINS REFER TO SHEETS 3 TM 9 FOR WINDOW CAPACMES USE LOWER APPLICABLE VALUES. #14 SMS AT 8" FROM ENDS AND 24" 0.0. MAX. . ^1/4' 091. ULTRACON OR 1/4' 010. KWIK -CON 8 1 -3/8" MIN. CONC. EMBED 1 -1/4' MIN. BLOCK EMBED AT 8' FROM ENDS AND 18' OR 8" 0.C. MAX SEE CHART FOR CAPACDY 1YPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING ALUMINUM BUCK SYSTEM .845 .085 1.125 L .903 -N OPTIONAL COVER 6083 -76 j14 SAS AT 6" FROM ENDS AND 24" 0.C. MAX. 1' MIN. DEC 0 8 2008 MODULI' RRPIEWRO es complying 1e4ffi t0,19TBdis 9a141ay Ca:40 Accntom _0 321.0 _V -WA lIy M • 2BY 900D SUCK OR 8000 STRUCTURES 1/4" 01A ULTRACON OR 1/4" DUL KTAK -CON 0 1 -1/2" WIN. EMBED AT 8" FROM ENOS AND 18" OR 8" 0.0. MAX SEE CHART FOR CAPACITY FRODuGT RiV1SE0 OAON1aspisOng with 0e OTat4d9 fierspasse Rao drawing no. W05 -04 [sheet 9 of10) PERFORMANCE VALUES OF ALUMINUM BUCK 1N5?ALTATION ANCHORS £Xr.( +) • INT.(-) WINDOW ORES. 24' 30' 32' 3B. 42' 48' s4' 24' 30' 32' 38' 42' 48," 54" 24 30' 32' 38' 42' 48' 54' 24' 30' 32" 38' 42' 48' 54' 24 30' 32' 38" 42' 48' 34' 24' 30' 32' 38' 42' 48' 24' 30' 32" 38' 42 ' 48' 80' 72' 84" 98' • 108' 120' .ANC9088 4100 ROUSW,75CK moms CWSitat OF OF 4 893 178.7 78.0 155.9 75.4 150.e 71.5 142.9 89.1 138.1 87.0. 134.0 87.0 134.0 87.0 ' 134.0 07.2 114.3 54.8 109.8 51.0 102.1 47.1 94.2 44.7 89.3 43.3 885 53.8 . 1072 45.1 . 903 43.1 . 88.1 39.7 79.4 385 72.1 33.5 67.0 31.8 83.5 44.7 89.3 37.3 74,8 35.5 70.9 32.5 855 29.2 58.3 '20 53.8 20.1. 50.2 38.3 78.8 31.8 63.5 30.1 60.3 27.5 55.0 24.5 49.9 22.3 44.7 20.7 41.4 33.5 87.0 27.7 553 282 52.4 23.8 47.8 21.1 42.2 19.1 38.3 299 59.6 24.5 49.0 23.2 46.4 21.0 42.0 18.8 37.1 CLUSTER ta.1187E9 81 9 • OF. 8 210.0 210.0 210.0 210.0 210.0 210.0 2105 210.0 204.2 210.0 201.0 210.0 201.0 2105 201.0 210.0 171.5 210.0 1843 210.0 153.1 2042 141.4 188.5 134.0 178.7 1299 173.3 180.8 210.0 135.4 180.5 129.2 172.3 119.1 158.8 108.1 144.1 100.5 1345 95.3 127.1 134.0 178.7 111.9 149.1 108.4 141.9 97.5 129.9 87.5 118.7 904' . 107.2 792 .. 100.3 114.9 153,1 95.3 .127,1 90.4 - 121.8 82.5 109.9 733'. 985 87.0 89.3 82.1 82.9 100.5 134.0 83.0 110.7 78.7 104.9 71.5 93.3 83.4 84.5 57.4 78.8 89.3 119.1 73.5 98.0 59.8 92.8 63.1 84.1 55.7 74.3 ANC8035 1570 CONC.f9009 LT58768 OF 9 140.0 1222 118.1 112.0 117,7 105.0 103.0 105.0 89.9 85.9 80.0 73.8 67.8 84.0 70:7 87.5 822 58.5 52.5 499 70.0 98.4 553 50.9 45.7 42.0 393 49.8 47.2 32.5 52.5 43.4 41.1 37.3 33.1 30.0 48.7 38.4 383 32.9 29.1 CLUSTER OF 4 210.0 210.0 210.0 210.0 210.0 210.0 210.0 179.2 1713 180.0 147.7 140:0 135.8, 188.0 141:5 135.0 124.4 112.9 105.0 999 1405 1189 1112 1013 91.4 84.0 78.8 130,0 99.8 94,5 88:2 785 70.0 849 1055 88.7 822 74.7 952 60.0 93.3 78.8 72.7• 85_9 1a31S188 OF 8 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 203.8 210.0 210.0 188.7 169.4 157.5 149.3 168.8 152.7 137.1 128.0 117.9 180.0 1493 141.7 129.2 115.2 105.0 97.4 157.5 130.1 1233 112.0 99.3 90.0 140.0 •1952• 109.0 •883 aAi9TER OF 8 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 2105 219.0 210.0 210.0 210.0 210.0 199.1 210.0 175.2 210.0 2105 210.0 203.8 19,9 1080 157.2 210.0 199.1 189.0 43,1 38.4. 172.3 183.6 140,0 129.9 210.0 173.4 184.3 149.3 132.4 1285 188.7 •1�J 8. 11.4 14912 • 172 • • 6%. x 61/L4 • WINDOW 0199. • A11C8098 INTO HOUO9.815CR ANC8099 ONTO CONC./11009 WIDTH 19 =1/8" 28 -1/2' 37' 53 -1/8' 19 -1/8' 28 -1/2' 37' 53 -1/8' 19=1/8'. 28 -1/2 37' 53 -1/8' 19 -1/9' 26 -1/2" 37' 53 -1/8' 19 -1/8' 28 -1/2 37' 53 -1/9 HEIGHT 25' 38 -3/8' 19 -1/8' 28 -1/2' 50 -5/8, 37" 53 -1/8' 8T 72' 78' PRE PUNCHED ANCHOR HOLES AU, OTHER HOLES M FIELD • • • • • • • • • • • ••• •• • • • • w • ••• ••• ••• • • • • • • • • • • • • • • • • 0 • • • • • • • • •• • • • • •• • • •• • • • • • • ••• • PERFORMANCE TALLIES 05' ALUMINUM HULK INSTALLATION ANCHORS Exxr.( +) • 010.( -) 849 129.9 164.8 210.0 1018 203.5. 210.0. 210.0 0 .0BTBR CLUSTER CLUSTER CLUSTER CW81ER CLUSTER OF 8 OF 4 .. OF 6 OF 8 OF 8 OF 4 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 2100 210.0 210.0 210.0 210.0 210.0 210.0 210.0 140.1 2105 210.0 210.0 210.0 115.9 210.0 210.0 210.0 210.0 210.0 210.0 210.0 2105 181.7 210.0 48.9 93.8 140.8 1875' 73.5 148,0 105.0 '2095 210.0 210.0 184.5 210.0 104.8 209.8 210.0 210.0 184.3 210.0 98.3 196.8 210.0 210.0 184.0 210.0 778.. 155.9 210.0 210.0 122.1 210.0 80.2 120.5 180.7 75.5 1815 210.0 58.5 . .117.1' 1759 210.0 94.4 188.8 210.0 118.4 210.0 210.0 91.7 1833 • it* 79.2 119.8 159.5 82.5 128.0' 843 ' 1294 1939 210• 101.3' 202.8 49.8. 99.2 148,7 198.3 77.7 158.4 395' 785 117.0 198.0 81.1 122.2 325 84.0 95.9 127.9 50.1 100.2 80.7 121.5 182.2 210.0 95.2 190.4 48.4 92.8 1192 1 85.7 72.7 145.5 38.3 72.8 1089 145.1 58.9 113.7 29.4 58.8 882 _117.8 48,1 92.1 W CLUSTER OF 2, 4, 8 OR 8 ANCHORS (SEE CHARTS ABMS). ALL OTHER BUD( ANCHORS AS PER SHEET 9. (CLUSTER OF 8 BEING SHOWN) CLUSTER CLUSTER OF OF8 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 2105 210.0 2100 210.0 210.0 210.0 210 .0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 1873 210.0 210.0 910.0 210.0 210.9 210.0 210.0 210.0 210.0 1833. 210.0 150.3 200.4 210.0 210.0 210.0 210.9 1703 210.0 1382 ' 1842 m - - rn - rn (1 11 , 1X4 MULLION- SEE SW 8 OF 11 NOTE: ALUMINUM BUCKS ARE SUPPLIED 7TH CUSTER OF 2 (1 5090' HOLE PER SIDE) STANDARD. EXTRA HOLES MUST FE FIELD DRILLED IF REQUIRED. ANCHORS A'2 ALUMINUM BUCK FRAMING (AT MULLION ENDS) FOR WINDOW ANCHORING TO ALUMINUM BUCKS USE #14 SCREWS SPACED AS PER SHEETS 7 & 8. C 0 3 20Q8 ANCHORS MIN EDGE DIST. = 2 -1/2 IN. Engr: di. 1411344YOUN i 100 STRUCTURES 11A. 79 9 15887 CAN, 3838 • 7):i. • • :, FlkniUCT REVISE) 40>0247108 w 43730 Tin* Salem 02-4, /0 (sheet 10 of1Q) 1 } 1 drawing no. f ••• • • • • ••• • • • • • • • • • s• •• • • • • • • ••• • • • • • ••• • • • • • • • • • s • • • •• •• ••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildintcode NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors 10100 NW 25th Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 375 Aluminum Horizontal Sliding Window — LMI APPROVAL DOCUMENT: Drawing No. W09 -13, titled "Series -375 Alum. Horiz. Rolling Wdw. (L.M.1. ) ", sheets 1 through 16 of 16, dated 02/27/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant •••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state aid following statement "Miami -Dade County Product Control Approved ", unless otherwisehoted hereja.: •: RENEWAL of this NOA shall be considered after a renewal application has been le 1� er-c h$e�en„ no change in the applicable building code negatively affecting the performance of this p 44,A ,t.. � ,l TERMINATION of this NOA will occur after the expiration date or if there has becn'� ON i,�io or rc an in the materials, use, and/or manufacture of the product or process. Misuse of this NOA'tt tnendorifterit., of any product, for sales, advertising or any other purposes shall automatically tcnnina OS NOA. Faille to comply with any section of this NOA shall be cause for termination and removal of Z': "3 ADVERTISEMENT: The NOA number preceded by the words Miami -�' ° - followed by the expiration date may be displayed in advertising literature. 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 consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Igbal Shaikh, P.E oui4y lo�,I,i and Sri f the is NOA No. 09 -0402.20 Expiration Date: June 10, 2014 Approval Date: June 10, 2009 Page 1 CGI Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'11ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09 - 13, titled "Series -375 Alum. Horiz. Rolling Wdw. (L.M.I.) ", sheets 1 through 16 of 16, dated 02/27/09, prepared by A1— Farooq Corporation, signed and sealed by Humayoun Farooq, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC Test Report No. 0080 - 0907 -08, dated December 18, 2008, signed and sealed by Vinu Abraham, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al— Farooq Corporation, dated 02/25/09, signed and sealed by Humayoun Farooq, P. E. Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co.',7nc' for their "DuPont Sentry Glass ® Plus ", expiring on 01/14/12. •••• • • • 2. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their ablutia. Vanceva" composite interlayer" dated, expiring on 12/11/13. • • • • . • •. •• •• • •• F. STATEMENTS • • • 1. Statement letter of conformance, dated March 25, 2009, signed art sealed by; • • • • Humayoun Farooq, P. E. • •• • •••• 2. Statement letter of no financial interest, dated March 25, 2009, signed and sealed bey' Humayoun Farooq, P. E. 3. Laboratory Compliance letter dated 12/18/08 for the test report No. 0080 - 0907 -08 by Hurricane Test Laboratory, LLC, signed by Vinu J. Abraham P.E. E -1 •• • • • • • • • • •• • • ••• • • • ohammed Iqbal Shaikh, P.E. Sr. Building Code Compliance Specialist NOA No. 09- 0402.20 Expiration Date: June 10, 2014 Approval Date: June 10, 2009 ••.••• • • • • • • • . • • .ASS TYPES '8' ANN. GLASS 075 VANCEVA STORMGLASS INTERLAYERS 8Y 'SOLUTIA' .090 SENTRYGLAS PLUS BY ' DUPONT' 1/8" ANN. GLASS 5/10" NOMINAL GLASS TYPE '1' 3/16' ANN. GLASS SILICONE GE -1200 DOW 995 DOW 899 r .075 VANCEVA STORMGLASS INTERLAYERS BY 'SOLUTIA' L .090 SENTRYGLAS PLUS BY 'DUPONT' 7/16" NOMINAL GLASS TYPE '3' .3/16' ANN. GLASS SILICONE GE -1200 1 DOW 995 DEN 899 3/18' ANN. GLASS AIRSPACE 1/8' HEAT STREN'D GLASS .075 VANCEVA STORMGLASS INTERLAYERS 1I BY 'SOLUTIA' I- .090 SENTRYGLAS PLUS BY ' DUPONT' /8' HEAT STREN'D GLASS 13/18" INSULATED GLASS TYPE '5' SILICONE GE -1200 DOW 995 IBDV 899 VW HEAT STREN'D GLASS 075 VANCEVA STORMGLASS YERS y B 'SOLUT .090 SENTRYGLAS PLUS BY 'DUPONT' /8" HEAT STREN'D GLASS 5/16" NOMINAL CLASS TYPE '2' 13/18" INSULATED GLASS TYPE '4' ••• • • • • • • • • • • • • • • • • ••• • • SILICONE GE -1210 DOW 995 DOW 899 3/16' ANN. CLASS NR SPACE 1/8' ANN. GLASS .075 VANCEVA STORMGLASS INTERLAYERS _ BY 'SOLUTIA' L_.090 SE TRYCUIS PLUS BY 'DUPONT' 1/8' ANN. GLASS SILICONE GE -1200 DOW 995 DOW 899 • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • STEP t STEP 2 SIEP 3 37 I /2' VENT WIDTH 33' 0.1.0. (015 TYPES 1 & 2) INSTRUCTIONS FOR USING CAPACITY CHARTS: D ETERMINE THE REQUIRED DESIGN PRESSURES FOR A GWEN WINDOW OPENING. D ETERMINE THE CAPACITY OF THE WINDOW SI ZE/CONFIGURATION /GLASS TYPE FROM CHARTS ON SHEETS 5 AND 7. FOR INSTALLATION ANCHOR TYPES SEE SHEETS 9 & 8. IF ALUMINUM BUCKS ARE USED. VERIFY THE BUCK INSTALLATION CAPACITY FROM SHEETS 14 & 15. STEP 4 FOR UNCUPPED MULLED WINDOWS DETERMINE MULLION CAPACITY FOR 104 TUBE FROM CHARTS ON SHEET 12. STEP 9 FOR MULLION ANCHOR CAPACITY SEE CHART ON SHEET 13. NOTES' 3115 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • •REOUWEMEl. S q' THE BUILDING CODE 2004/2007 EDITION INCLUDING • loco V(;OC(iY IIMRP�AN ZONE (HVHZ). •• ••• • • }�}�,,,,'�++'' �tl{ ER5. MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • •W Q 10 •T0 E � 57 R 4 T E • • e•• • • ANCH ORS 41ALC BE /tS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS • • • • • • • • • • • AA L01) OURATIO0 INtRE.p USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • MA r. S It �CLUD11t TO STEEL/METAL SCREWS. THAT COME INTO • • • • • • • • WITH QTll�t DT3SIIIILAR MATERIALS SHA MEET THE REQUIREMENTS OF 21 /200TkCCCRRIDA �CDG. CODE SECTION 2003.8.4 32 1/2" 01.0. (OL5 TYPES 1 4 & 5) 1 THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN PRESSURES OBTAINED FROM STEP 1. 111 WINDOW WIDTH 1 SURFACE APPLIED FALSE NUNTINS OPTIONAL t11gI:.,n..W1.1N(AIN F:Ji000 Fu NE 16537 jS7 CAN. 3538 32 I /2" 0.L.0. ors TYPES 3. 4 & 5) I 1 7 1 TYPICAL TEST ELEVATION 6HEM / SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 6 m,C4tirGe�e of RCAF. - a B .O 1Vi:D.'rL 7 = I3(risio_ // L / MAR 2 5 2009 - 1r — r -- n O I i d I 4 iJ 1 g drawing W09 -13, (sheet 1 of 16' 1. 1 1 Cz s3au Taa_ 1 1 1 1 1 1 • I , a " -, — , 7 "•"\ \ 1 1 1: 1 1 1 • i 11 =-=µ---I1 ' " - -- .1 i / /11 ___ _ II u II I I i I. II II --: a - T 11 , „, —' 11 i, 11 i / /I. 9 .I I .1 -- I,- _-f _ II I. II 'I --I IN= ITC hr .9 .ASS TYPES '8' ANN. GLASS 075 VANCEVA STORMGLASS INTERLAYERS 8Y 'SOLUTIA' .090 SENTRYGLAS PLUS BY ' DUPONT' 1/8" ANN. GLASS 5/10" NOMINAL GLASS TYPE '1' 3/16' ANN. GLASS SILICONE GE -1200 DOW 995 DOW 899 r .075 VANCEVA STORMGLASS INTERLAYERS BY 'SOLUTIA' L .090 SENTRYGLAS PLUS BY 'DUPONT' 7/16" NOMINAL GLASS TYPE '3' .3/16' ANN. GLASS SILICONE GE -1200 1 DOW 995 DEN 899 3/18' ANN. GLASS AIRSPACE 1/8' HEAT STREN'D GLASS .075 VANCEVA STORMGLASS INTERLAYERS 1I BY 'SOLUTIA' I- .090 SENTRYGLAS PLUS BY ' DUPONT' /8' HEAT STREN'D GLASS 13/18" INSULATED GLASS TYPE '5' SILICONE GE -1200 DOW 995 IBDV 899 VW HEAT STREN'D GLASS 075 VANCEVA STORMGLASS YERS y B 'SOLUT .090 SENTRYGLAS PLUS BY 'DUPONT' /8" HEAT STREN'D GLASS 5/16" NOMINAL CLASS TYPE '2' 13/18" INSULATED GLASS TYPE '4' ••• • • • • • • • • • • • • • • • • ••• • • SILICONE GE -1210 DOW 995 DOW 899 3/16' ANN. CLASS NR SPACE 1/8' ANN. GLASS .075 VANCEVA STORMGLASS INTERLAYERS _ BY 'SOLUTIA' L_.090 SE TRYCUIS PLUS BY 'DUPONT' 1/8' ANN. GLASS SILICONE GE -1200 DOW 995 DOW 899 • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • STEP t STEP 2 SIEP 3 37 I /2' VENT WIDTH 33' 0.1.0. (015 TYPES 1 & 2) INSTRUCTIONS FOR USING CAPACITY CHARTS: D ETERMINE THE REQUIRED DESIGN PRESSURES FOR A GWEN WINDOW OPENING. D ETERMINE THE CAPACITY OF THE WINDOW SI ZE/CONFIGURATION /GLASS TYPE FROM CHARTS ON SHEETS 5 AND 7. FOR INSTALLATION ANCHOR TYPES SEE SHEETS 9 & 8. IF ALUMINUM BUCKS ARE USED. VERIFY THE BUCK INSTALLATION CAPACITY FROM SHEETS 14 & 15. STEP 4 FOR UNCUPPED MULLED WINDOWS DETERMINE MULLION CAPACITY FOR 104 TUBE FROM CHARTS ON SHEET 12. STEP 9 FOR MULLION ANCHOR CAPACITY SEE CHART ON SHEET 13. NOTES' 3115 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • •REOUWEMEl. S q' THE BUILDING CODE 2004/2007 EDITION INCLUDING • loco V(;OC(iY IIMRP�AN ZONE (HVHZ). •• ••• • • }�}�,,,,'�++'' �tl{ ER5. MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • •W Q 10 •T0 E � 57 R 4 T E • • e•• • • ANCH ORS 41ALC BE /tS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS • • • • • • • • • • • AA L01) OURATIO0 INtRE.p USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • MA r. S It �CLUD11t TO STEEL/METAL SCREWS. THAT COME INTO • • • • • • • • WITH QTll�t DT3SIIIILAR MATERIALS SHA MEET THE REQUIREMENTS OF 21 /200TkCCCRRIDA �CDG. CODE SECTION 2003.8.4 32 1/2" 01.0. (OL5 TYPES 1 4 & 5) 1 THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN PRESSURES OBTAINED FROM STEP 1. 111 WINDOW WIDTH 1 SURFACE APPLIED FALSE NUNTINS OPTIONAL t11gI:.,n..W1.1N(AIN F:Ji000 Fu NE 16537 jS7 CAN. 3538 32 I /2" 0.L.0. ors TYPES 3. 4 & 5) I 1 7 1 TYPICAL TEST ELEVATION 6HEM / SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 6 m,C4tirGe�e of RCAF. - a B .O 1Vi:D.'rL 7 = I3(risio_ // L / MAR 2 5 2009 - 1r — r -- n O I i d I 4 iJ 1 g drawing W09 -13, (sheet 1 of 16' VENT VIDTH 2 1/4' EXTERIOR 111-11 2 1/4• Standard 12 PSF Sill VINDOV VIDTH GENERAL WINDOW SECTIONS FLANGE FRAME. n 0 • • • • • • • • • ••• •• • • • •• • ••• ••• ••• GL t YPES • • • • • • • • ii & a • • • • • • • • • • • • • • •• • • • • •• • • •• • • • • • • • ••• • GLASS TYPES 3, 4, & 5 VENT WIDTH EXTERIOR GLAZING AT 2 1/2' D1.D. 2 1/2' GLASS TYPES 4 & S VINDOV WIDTH MAAR 2 5 2009 ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • • • •• •• ••• • • • •• • • Optioncl A:urninurn Reinforcing .. • • • J • JI'a •• • Standcrd • • • 12 PSF StII • • • • • •• ••• •• • • • •• •• • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • GENERAL WINDOW SECTIONS EOUAL LEG FRAME Cptional 18 PSF Waterbar GLASS TYPES ••• ••• •••• ••• ••% 4 • • • • • • • • • • • • • • • • • • ••• • • • • • •• • • •• • • • • • • • • ••• • GLASS TYPES 3, 4, & 5 Engr. DR. HUNAYOUN FMOOQ SIRUCTlJRZt FtA. PE 1 S5s7 CAN. 3338 AYon°;L.:zieo S.ris.O__d [,D p Kraal: YYbaan Y / 5 ., }�plyY MAR 2 2U09 g 2 tr. g u. o • =g, o 4 ▪ 6n2 C N r drawing no. W09 -13 �et 3 efJ� 1 -- m L CGI -650 FLANGE FRAME HEAD 6063 -T6 3484 CCI -651 FLANGE FRAME SILL 6063-16 CGI -652 FLANGE FRAME JAMB 6063-16 2.507 L— L —��J CGI -625 SQUARE LOCK STILE 6063 -T6 CGI -604 OGEE LOCK STILE 6063 -T6 CGI -626 SQUARE FIXED INTERLOCK 6063-16 • 2250 •• • CGI -656 EQUAL LEG FRAME HEAD 6063 -T6 3484 CGI -657 EQUAL LEG FRAME SILL 6063-16 N CGI -658 EQUAL LEG FRAME JAMB 6063 -T6 2.507 --T L422J CM-627 SQUARE OPERABLE INTERLOCK 6063 -T6 ♦ ••• • • • • • . • • • • • • •t !� • `1.560 • • • 1.562 • • CGI -605 • • • • • •CGy -606, •* • OGEE FIXED INTERLOCI! • OGEE OPERABLE IeTERLOCK • 6063 -16 6063 -T6 ITEM 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 PART / QUANTITY C01-614C 2 CGI -684 2 001-680 AS REGD. 001 -683 3 CC1-812P 1/ IN1RUM CG _681 U CG -685 2 CGI -382V As RECD. W230180 AS RECD. 001- 1 41 3 OR 4 - 3/ CORNER - 2/ CORNER GE -2000 AS RE00. CO -886 AS RECD. - AS RECD. DESCRIPTION MATERIAL MANF. /SUPPL1EIR TIE 00M BLOCK ZINC ROLLER TRACK INSERT PVC WAD RORER NYLON CUSTOM CASTING WATERBAR CuP NYLON CUSTOM CASTING INTERLOCK SNUBBER PVC co EXTRUSION VENT ENO CLIP NYLON CUSTOM CASTING OPERABLE VENT BOTTOM CUP NYLON CUSTOM CASTING wall. BULB PVC CO EXTRUSION WOOL P11.0 WDH CENTER SOT FIN (CRAY) PILE ULTRAFAB /SCHLEGEL EGRESS LOCK AND PULL ZINC CUSTOM CASTING SELF CLOSING LOCK ZINC CUSTOM CASTING WEEP HOLE COVER FRAME ASSEMBLY SCREWS VENT ASSEMBLY SCREWS LOW MODULUS SEALANT ACCESS HOLE COVER (w /DRAIN PROVISION) WATERBAR SCREWS AT 25" 0.C. MAX. NYLON 5/0 S/S SILICONE NYLON 5/5 PEP VARIES VARIES GENERAL ELECTRIC CUSTOM CASTING VARIES REMARKS CUSTOM CASTING ,+'R l3) e IB 0 : 1 SINS •,wta t ea s t CC1 EIORUSON Cantinas Ot frame a15 �mw T to to - t_egttom 4 (1) 510 x 3/4" EH SMS ONIUM as 50 85erUCLA Attached n/ vent assembly screws ; Attached */ rent assembly screws w/ (2) 58 x 5/8" FN : 510 s 1 1/4" PN SINS 1 510 x 1 1/4" PH SMS AT FRAME JOINTS •w/ (2) 58 x 5/8" 081 SMS LialauT 1 at aaah SM Meta. *Crew 106 X 1/4" PH 5145 r -IZ35� � rl q 1 I I I L-1.022 - CGI -655 REINFORCEMENT 6063 -T6 CGI -628 SQUARE TOP /BOTTOM RAIL 6063 -T6 •• • • • • 1.320 • • • • • • • • • • •CGI -607 •, OG�F TOP /BOTTOM RAIL 6063 -T6 �L831 fi -T—T O Drr I CGI-654 SCREEN ADAPTOR 6063 -T5 CGI -630 7/16" GLAZING BEAD 6063 -T6 CGI -629 10 GLAZING BEAD 6063 -T6 CGI -609 5/16" GLAZING BEAD 6063 -05 .554 230 JO S- CGI -653 WATERBAR 6083 -T5 Engr• OR. HUMAYDUN FAR0 "" STRUCTURES FLA. PE g 10557 CAN. 3538 MAR 2 5 2009 drawing no. W09 -13 1 sheet 4 of 56' ••• • • • • ••• • • • • • •• • • • • • • • ••• • • • • • • • •• •• • • • • • • ••• ! • • • • • • • • •• •• WAtooat DIMS. INTERLOCKS 9178001 REINFORCING INTERLACES 91TR REINFORCING WINDOW DIMS. INTERLOOks 911110111 REINFORCING twrzewats 97TH REINFORCING AL-FAROOQ CORPORATION Ica ENGINEERS & PRODUCT DEVELOPMENT t . f 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (308) 264-8100 FAX. (305) 262-6978 GLASS TYPE 1 GLASS TYPE 4 GLASS TYPES 2. 3 & 5 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 5 GLASS TYPE GLASS TYPE 4 GLASS 'TYPES 2, 3& 5 GRASS TYPE 2 GRASS TYPE 3 GLASS TYPE 5 6 1 0 T H HEIGHT 6 5 5 2 0 HEIGHT 3 PANEL EXT.(+) FLAT.( -) Ext.(+) TNT.( -) EX7.( +) TNT.( -) Ext(+) mr,( -) art.( .) mt.( -)- EXT.( +) 9471( -) 2 P A N E L 3 PANEL val.) TNT.( - ) EM.( +) HAT.( -) I NT.( -) EFT.(+) mr.( -) EXT.(+) ma( -) EXT.(+) INT.( -) gbk a gg10.1 k - 120.0 1550 150.0 120.0 1500 1220 1500 1200 1500 1220 150.0 120.0 150.0 29 -1/2' 37 53 -5/8" 74' 39 -3/4' 55 -1/2' 79 -11/16 11I" 36 -3/8" 120.0 150.0 720.0 150.8 120.0 150.5 130.0 150.0' l gtg: 150.0 120.0 150.0 120.0 120.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 550.0 120.0 150.0 550.0 150.0 120.0 150.0 150.0 120.0 550.0 120.0 150.0 125.0 150.0 120.0 150.0 120.0 550.0 120.0 150.0 550.0 120.0 1517.0 120.0 .50.- 10.- 11 150.0 120,0 150.0 120.0 120.0 80.7 131.6 _120.2 80.7 9: g•g 144.7 134.1 85.0 150.0 120.0 150.0 120.0 150.0 7�.AO 150.0 9 . 120.0 150.0 120.0 150.0 120.0 .50.0 .20.0 150.0 1208 150.0 120.0 150.0 79 -1/2' 119 -1/4" 106 -1 /4" 158 -3/8' 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 145.2 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 28 - 5/2" 37' 53 - 2" '4" 39 - 3/4" 55 -1/2" 79- 11/16" 111' 119 -1 /4' 159- 3 /8' 50 -5/8• 120.0 120.0 150.0 139.0 120.0 120.0 150.0 139.0 120.0 120.0 150.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 130.6 120.0 145.7 1200 150.0 120.0 150.0 120.5 150.0 120.0 120.0 150.0 150.0 120.0 120.0 120.0 150.0 1200 150.0 118.3 118.3 120.0 131.9 120.0 150.0 120.0 150.0 120.0 150.0 107.2 107.2 107.2 107.2 120.0 150.0 120.0 150.0 120.0 150.0 'm 17 '2 ggke 120.0 150.0 1600 135.1 123.1 174.2 0 0 150.0 150.0', 150.0 150.0 9 9 S S:S P P • .! g.g g'S _ - -•- o!o - - L■; 85.0 85.0 85.0 85.0 1000 100.0 1200 1200 120.0 120.0 120.0 120.0 135.1 83.2 83.2 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 123.1 .q 68.0 66.0 73.8 73.8 180.0 100.0 120.0 107.8 107.8 120.0 520.0 114.2 114.2 120.0 1 150.0 25-1/2" 37" 53 -1/8" 74" 79 - 1/2" 39 - 3/4" 55 - 1/2" 79- 11/18" 111' 119 -1/4" 63• 120.0 142.4 120.0 142.4 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 107.4 107.4 107.4 107 1211.. IMO 1200 150.0 120.0 150.0 120.0 150.0 101.0 107.0 107.0 107.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 102.3 1023 102.3 150.0 120.5 150.0 120.0 1500 80.5 80.5 803 80.5 120.0 1208 120.0 150.0 120.0 150.0 120.0 150.0 98.5 983 98.5 150.0 1200 150.0 120.0 150.0 84.6 84.6 64.6 84.6 98.9 98.9 120.0 120.0 118.3 118.3 120.0 120.0 85.0 83.0 85.0 00.0 103.0 100.0 1213.13 120.0 120.0 120.0 120.0 120.0 82.7 82.1 62.1 621 93.1 93.1 120.0 520.0 110.4. 110.4 120.0 120.0 1 = T 93.0 83.9 85.0 9650 100.0 100.0 120.0 120.0 120.0 120.0 150.0 120.0 28 -1/2" 37" 53 -1 /8' 74' 39 -3/4' 55 - 1/2' 79- 11/18' 151" 120.0 122.8 120.0 1228 1200 150.0 120.0 550.0 120.0 150.0 520.0 1500 CGI WINDOWS & DOORS I 10100 N.W. 25TH STREET DORAL. FL 33172 TEL (306) 593 FAX. (305) 593 II 78' 84' 117' 126" 120.0 131.3 520.0 131.3 120.0 1500 120.0 150.0 120.0 150.0 520.0 1500 01.8 91.8 91.8 91.8 120.0 537.5 120.0 150.0 . 120.0 150.0 120.0 150.0 718.4 116.4 1154 118.4 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 68.2 882 88.2 88.2 100.0 500.0 130,5 120.0 120.0 120.0 120.0 120.0 105.5 1053 97.3 505.3 103.5 120.0 150.0 120.0 150.0 120.0 550.0 120.0 150.0 53.7 53.7 53.7 53.7 80.9 80.8 107.5 107.5 103.9 103.9 107.5 107.5 97.3 97.3 973 120.0 145.9 520.0 1500 120.0 150.0 1200 150.0 28 -1/2' 37" 53 -1/8" 74' 39 -3/4' 55 - 1/2 • 79- 71/16' 111' 78• 115.7 115.7 115.7 115.7 120.0 150.0 520.' 150.0 120.0 150.0 120.0 150.0 908 909 90.9 20.9 120.0 120.0 538.4 128.9 100.0 120.0 120.0 120.0 120.0 g,ctiedg g!glig'Z - ; - i -i-i-1- 9fq!giq g!g!gig 120.0 150.0 86.5 88.1 88.1 88.1 1200 1292 520.0 550.0 120.0. 150.0 120.0 150.0 88.0 88.0 88.0 88.0 120.0 150.0 83.8 63.9 63.8 83.9 858 95.8 120.0 120.0 120.0 120.0 120.0. 120.0 82.1 82.1 821 82.1 100.0 120,0 120.0 50.0 50.0 50.0 50.0 75.0 750 100.0 100.0 98.8 988 500.0 100.0 78.4 766 79.1 79.1 100.0 100.0 120.0 120.0 PERFORMANCE VALUES 74.6 74.8 78.7 76.7 100.0 100.0 120.0 120.0 520.0 120.0 120.0 120.0 I 66" 72' 78" BA' Sir 108' 117" 129' bo" 115.9 115.9 115.9 115.9 120.0 150.0 120.0 550.0 120.0 150.0 120.0 150.0 1023 102.3 1023 102.3 120.0 150.0 120.0 150.0 120.0 550.0 120.0 1500 EATJAi. PANELS 92.3 92.3 92.3 92.3 1200 138.5 120.0. 190.0 120.0 190.0 120.0 558.0 _ _ ., 84.7 84.7 84.7 84.7 120.0 127.1 120.0 150.5 120.0 ' 550.0 120.0 150.0 ,L., 78.8 766 78.8 78.8 118.2 118.: 120.0 1500 120.0 150,0 120.2 130.0 WINDOW WIDTH WINDOW W227 741 74.1 74.1 74.1 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 _� 70.4 70.4 70.4 70.4 1000 1020 120.0 120.0 120.0 120.0 120.0 120.0 67.3 67.3 873 . 67.3 100.0 1000 120.0 120.0 117.7 117,7 1200 120.0 $ O ' © 1/2 ii Eii © 1/2 i ,\T 1/2 5 Ail values shown ere Design ?SF (Pound v Square Foot) VALUES FOR EXIEWOR LOADS(+) SHOWN ME FOR SILL 8 6 WATERSAR ADAPTER FOR WINDOWS (.0)0117 s T 8 ADAPTER WI WI T O UT TO 8050 SF 008 T 84.4 64.9 84.9 64.9 97.4 97.4 120.0 120.0 110.6 110.6 120.0 120.0 .nn 1� 78' 84' g g g g g Inn ggka'210 68' 103.7 103.7 103.7 103.7 1200 550.0 120.0 150.0 520.0 150.0 120.0 150.0 953 95.3 913 97.3 120.0 1389 120.0 120.0 150.0 120.0 750.0 82.1 82.1 82.1 120.0 123.1 120.0 120.0 150.0 120.0 150.0 75.0 79.5 75.0 112.8 112.8 1200 720.0 150.0 120.0 150. 89 3 815 893 893 100.0 100.0 1200 120.0 120.0 120.0 1 20.0 120.0 611 85.1 65.6 97.7 923 97.7 92.3 88.0 84.4 120.0 - 120.0 120.0 120.0 120.0 120.0 81.8 81.8 618 120.0 120.0 116.7 118.7 1173 117.3 107.3 107.3 112.6 512.8 100.9 100.9 120.0 1173 120.0 117.3 58.7 58.7 58.7 58.7 88.0 X 0 0 X ` 3C^ ' ' GLASS CAPACITIES ON THIS 971 BASED ON ASTM 01300-02/04 M FLORIDA AND 600.000; (X3MM15 DECLARATORY STATEMENT 05505 VENT SIZE IS 18.7 S0. F1'. AIA7fI6149130.116 9581 4056545 IS 7t 11/16" 583 583 583 583 84.4 112.6 112.8 ��III I 80' 68' 72" I 78 it g LT, g ..- 99" 106" 117' 72 ' - 938 93.6 938 93.8 1200 140.7 120.0 150.0 120.0 5050 50.0 47.7 82.4 82.4 82.4 82.4 1200 123,5 120.0 150.0 120.0 u' 73.9 73.9 73.9 73.9 110.8 110.6 1200 147.7 120.0 'q o: :.; �� __ ti WIWOOW 10020TH 67.3 67.3 67.3 67.3 100.0 100.0 93.3 87.1 82.1 77.9 Igo& ,Zo 2 0 1 1 9120.0 120.0. 12Q0 + 6 116.2 116.21 11620 CB p 109 it 509 f •- 0 i s 07. 4 i •I651.9 iQ.T61• 98.20 418.2 20 MO 82.2 822 82.2 82.2 9313 87.1 92.1 77.9 2041 160 • • • - • MAXIMUM - WI I — 2634 58.1 58.1 58.1 58.1 54.7 54.7 ' 64.7 54.7 4,i +1Qa* •� • • • I • • • • 0 • • • • • o r ,. > 1 -✓ ii . / © 1/3 'i '' r 1 1/3 />-� �r� fi "'....% 2" 1/3 AND 52.0 52.0 52.0 52.0 9 • 003.9 '103& ,20.0 150.0 I, "REVERSED Enen 017. FBmAY0UN FAR000 STRUCTURES 165 FtA, PEI 165 57 CAN. 3538 ..: 5 - r, i`.' :: . (yld ` %:" • .0 g'2'sggg gg'A 76' ' I g 2.2 1 "In''l WP,S I . 88.2 120.0 132.3 1200 . 150.0 120.0 150.0 77.3 516.0 1160 1200 150.0 120.0 550.0 120.0 150.0 89.3 100.0 1000 120.0 120.0 120.0 120.0 120.0 120.0 63,0 94.8 94.5 1200 • Ro.O ,2•U 920.0 •107.0 120.01 ��+ 1 , 1 17 00120.011 2 L409 1.._CT - 2. • • .2 ri . _ ��1.. j ,nin ` " ll 4;'1 � ja '2 11 58.7 87.2 1• ti 118.3.083 18.3 11 i • i drowsing no. i ��/flff 991/17 -�3 54.2 54.2 54.2 24 .1 %.2 50.9 81.3 76.4 8/.3 ,9108.4 108.4. 104 1200.4 •108.4 108.41 76.4 6 101.7 01.7 1099 0058 1.1.19 r 101.9 50.6 50.8 500 t l " AM I r • y • X 0 X (sheet 5 of 1 J ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • •• • • ••• • • • • • • • • • •• • •• • • • ••• • • • • • 0 • • • • • • • • • • • • • • • • • • •• • • •• • • ( 410‘11{0 I I WINDOW 05 ANCHORS TYPE 'A' ANCHORS TYPE 'D' ANCHORS TYPE "C' WINDOW DINS TYPE T TYPE TYPE 'D' TYPE T 'C' TYPE 'C" WINDOW WIDTH WINDOW WIDTH 91019 HEIGHT EXT. (4) 957. (-) EXT. (41 Ox. ( -) EXT. ( +) 91T. (-) 1110114 0 EXT. ( +1 EXT. (+) 0.7.(-) EGO. ( +) MT. ( -) 2 PMMEL. 13 PANEL 2 PANEL 3 PANT r z I I ! I / i i 1/2 % ' '�5 1/2 L> if s '0 1/3 �i i 1/3 i/ 1/3 :n i ORATION 1 IELOPMENT L (305) 282.6878 78' I 94 IsOA 150.0 150.0 26 - 1/2` 37' 53 -1/8' 74" /2' /4" - 3/. 55 79 -11/ 111" 130. 15 150.0 .150 0 150 0 1500 1500 150.0 150.0 117' 928" &$$ gym Rio 150.0 two 150.0 _ 950 144.8 130 1183 . ' -a /o 89.0 150.0 150 0 999-1/4" 159 - 3/8' 92 150 150.0 -� I N d . x 150.0 68.9 120.0 120.0 �- ' '- . FAROOQ CORF 1INEERS & PRODUCT De (6 S.W. 87 AVE MI, FLORIDA 331.74 (906) 2848100 FA) 108.4 150.0 950.0 2" 53 - 1 /6" 74" 79 -1/2' 109 -1 /4' 39 - 3/4' SS -1/2" 79 11/18� '_ 150.0 150.0 150.0 100.1 150.0 150.0 150.0 _ 104.5 _ 75.0 89.8 - --- ---- I 6' MAX 93.0 150.0 150.0 t y5 QK 1 ANCHORS TYPE 9' Xy WIDTH 2 8" M 78" ! .- 197" 956" 48' 150.0 150.0 150.0 111" 118 - 1 /4' 159 -3/8' � -5� it o!.1 1 - i - 1 139.4 150.0 150.0 122.0 150.0 150.0 1500 523 104.5 120.0 ANCHORS 29 1 WttYf) AT 90C. STILE ENDS 108.4 1500 26 -1/2' 37' 53 -1 /8" 74' 79 -9/2" 28 -1 /2" 37' 53 -1/8' 74" 39 -3/4' 55 - 1/2" 79- 91/18' 111' 119 - 1/4' 39 -3/4' 95 -1 /2 79- 11/16" 111" 72 " 150.0 150.0 150 97.8 150.0 1500 120.8 156.0 156.4 987 130.0 1500 840 150.0 130.0 t 61.3 130.0 150.0 120.0 925.5 603 1200 120.0 79.1 69.7 120.0 120.0 58.1 947.3 105.5 112.2 190.0 130.0 120.0 150. 150. I C ' 1 ■ e4" 0. _ SERIES -375 ALUM. HOW._ ROLUNC 808. (L.M.I.) -. 41 V1 1r- °m 1 N.- Z6S9-£65 (50£) 1014 06g9-1 (50£) iai ZLL££ '1J 'TRI00 13381.5 HJSZ 'M'N OOLOL SNOW 7 8 SMOONIM IDO 84' 117' 126' �t2k'm 54' 144.9 1300 15047 = 1/2 ' 1/2 1/3 4 1/3 M 1/3 ii :a x i 123.9 150A 150.0 73.5 120.0 120. 108.4 150.0 150.0 52.8 105.5 120.0 98.4 150.0 950.0 26 -1/2' 37' 53 -1/8' 74" 39 -3/4' 59 - 1/2' 79- 11/18' III" 76• 139.6 150.0 150.0 i 88.8 76.9 150.0 150.0 100.0 150.0 190.0 150.0 150.0 69.8 120.0 120.0 iU ^''• 72.3 120.0 120.0 50.0 100.0 120.5 66.7 120.0 120.6 62.0 120.0 120.0 6' MAX 38' II 78: 5 117' 126' 'a 'a n 1 1 130.1 150.0 150.0 14' 111.5 150.0 150.0 97.6 150.0 150.4 ( 0 'B 24' MAX. I� 8643 1500 1500 ANCHORS 4 AMC11099 24' 9091. WINDOW WIDTH TYPE AT IOC. SOLE ENO5 SPACING BETWEEN ANCHORS MACAW WIDTH 78.1 150.0 150.0 71.0 120.0 1200 85.1 120.0 120.0 80.1 120.0 120.0 55.8 118.3 101.4 111.5 150.0 120.6 150.0 u0iidInsap I 1500 150.0 %15, % 1/2 i i/ 1/2 - 1/3 ii 1 /3 1/3 887 150.0 1500 78.9 950.0 9000 71.0 120.0 120.4 54.5 120.0 120.4 59.2 1183 120.0 54.6 109.2 920.0 n , "' I 50.7 101.4 9200 q � � m 49' II 42' 54' os 83' 72" 91" 0" 99' 1 117' 7a' 1084 156.0 1500 - 930 81.3 72.3 I i . 150.0 9500 120.0 150.0 - 1Y• - tF - ' 6" MAX 150.0 U' 120.0 •• ••• • • • • • •• 12' MAX. • ANCHORS TYPE 'C' "4 920.0 120.0 • • • • • • 4 ANCHORS AT M70. 5105 ENO5 I owb. - n ��I 120.0 • 12 " MAX. SPACUIO 82*605N ANCHORS • HUMAYOUN 748000 ar n• , . >:� - ;¢:•ti :•. ^.a. '',:.: :•. .} p . .-• .:. .... 0 920.4 •• ••• •• • • • •• • • ••• ••• ••• • • • • • • • • • • • • • • NOT • • • • / • • • • `�(�ny,, R S ## IISG T(t •e S•L(SI'k» ABOVE • • •• A +1F Q i� E 41 Ir' • • • E n9r. 0R. STRUCNRES �C N. 3538 7 36' 42" 48' S b0' 4` ss" 72" - • ,,...,5 s` 7 0.0 102.7 150.0 150.5 89.1 150.0 150.0 77.1 120.0 120.0 O /� fiuti �+9- `- 1�2��8 68.] 12 120.0 61.6 120.0 120.0 drawing AO. 9 I W09 -13 ss.o 112.1 I2o.o 120.0 MAR 2 6 Z009 51.4 102.7 I /2• MAX.•SHIM SPADE FOR EQUAL LEG FRAMES ONLY (sheet 6 of j) ••• • • • • • • • • • •• • •• • • • ••• • • • • • 0 • • • • • • • • • • • • • • • • • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW DIMS ANCHORS ANCHORS TYPE 'B' WINDOW DIMS ANCHORS TYPE 'A' ANCHORS TYPE 8' WINDOW WIDTH WINDOW WIDTH -.'- • 1 WIDTH HEIGHT WT. ( -) XT. {.) W7, (-) "'3111 I HEIGHT EXT. (.) WT. ( -) EXT. ( +) M. ( -) 2 PANEL 3 PANEL 3 P1 PAW. x mmloomm 'ii 1/2 1/3 1/3 / fir, 1/3 �7i • AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2948100 .u. FAX. (305)2828978 j 84" $ v S n S S. le Is 126' 38' $;$ gig, __ 130.0 130.0 150.0 • \•. 39 -3/4' 55 -1/2' 79 -11/16 tIi' 119-1/4" 159 -3/8' 38-3/8. 190.0 150.0 150.0 150.0 'O 1 7 a + Et" MAIC 150.0 150.0 150.0 119.3 150.0 150.0 150.0 111.0 150.0 142.5 150.0 83.1 120.0 130.7 150.0 0.i 33-1/8' 74' 79 -1/2' 108 -1/4' 26 -1/2" 77' 53 -1/8" 74' 79 -1/2' 39-3/4' 55 -1/2 78- 11 /t8' 111' 119 -t /4' 159 -3/0' 39 -3/4' 35 -1/2' 79- 11/16' 111" 119 -1/4' 87• 150.0 150.0 120.6 150.0 1500 150.0 112.0 150.0 123.8 150.0 NIII .AN( A' WINDOW WIDTH I ' I 84" 54' 63' 150.0 __ 13 147.0 130.7 _ 130.0 _ 130.0 90.4 120.0 W AX. • � 84.2 120.0 63.0 150.0 120.0 1500 1500 150.0 2 ANCHORS a um. SOLE 28' 4 IIHIL'- ENDS 6 117' 126' 117.6 108.9 98.0 90.5 84.0 150.0 145.3 150.0 130.0 101.2 150.0 150.0 72.13 120.0 120.0 87.8 120.0 I CGI WINDOWS & DOORS • 1000 NW 25TH STREET D1ORM, . Fl. . 33 t 72 (TEL (305) 593 -6590 FAX. (303) 593 -8592 120.0 28 -1/2' 37' 53 -1 /6' 74" 39 -3/4' 55 -1/2' 79- 11/18' 111' 72 150.0 150.0 ac 3 7$ m 1e k m 117' 128' l `s e a $ w FS ^ b 1 130.0 130.0 827.1 150.0 1/2 1/2 1/3 1/3 1 % 1/3 '0 i 149.3 130.0 88.3 120.0 130.7 123.0 63.6 1200 118.1 150.0 29 -1/2' 37. 53 -1/8' 74' 39-3/4" 55 -1/2' 79- 11/16' 111' 76 150.0 150.0 , , 6' MAX- 24' MAX. 1043 150.0 120.4 130.0 9 150.0 839 120.0 87.1 120.0 60.2 120.0 80.4 1200 74.7 120.0 38 42' sr 150.0 150.0 150.0 WIN ANCHORS 14' I ,, 134.4 117.6 150.0 104.5 150.0 TYPE • g; I� 94.1 150.0 4 ANCHORS 24 MAX. AT WM. STXE ENDS SPACING BETWEEN ANCNORS YANDOW WIDTH 85.5 120.0 78.4 120.0 72.4 121.0 87.2 1200 1 1 76' 53" 63' 72' 81' 90' 99' 1e6 117' 128' 1423 1500 122.2 106.9 150.0 11 ( 7 i 1/2 11 ' 1 .L 3' r ' 7' 1/2 - - 4 C 0. "7 v 1/3 --41 - 150.0 ; lb •r 1/3 i� :i' •r 1/3 96.0 1500 853 120.0 77.8 5200 n0. 1200 6521 1200 cu 61.1 120.0 38' 42' I 48' 'I 78' 54' 8.1' 72' 117. _ 130.7 112.0 98.0 8 _ 7e.4 71.3 65.3 80.3 150.0 750.0 150.0 120.0 0 , 0 O.O'O, crq R ' - , t. 14• I _I •• ••• • • • • • •• I J1 6' max. 12' MAX • ANCHORS TYPE 'C' • • • 4 ANCHORS AT MTG. STILE ENOS • • • • • 12' MAX. SPACING BETWEEN ANCHORS • • ••• • • • • • • • NOTE: Engt. ""0714U/o- :HRCS FLA. PE 0 18557 CAM. 3538 MAR 2 �? 2UU9 _tya _ ' P61 } / 0 , - �';" ... Qf__.0, Z ' 34 t r" ' -- JS 7S3fim$S$ 78' 1239 130.0 106.1 150.0 92.8 130.0 82.5 120.0 • • • ANCNOR 61 iMCING TON BE AS LISTED ABOVE • • 3/6" IMAX!SHIM SAC POR•FLANGE AND EQUAL LEG FRAMES • • • • • • • • • • . is SP NPR:ALUMINUM BUCK FRAMING • • • • IJ'� ;MX.. .Via drawing no. W09 -13 74.3 120.0 67.5 120.0 61.9 120.0 • AND•INSTALLATION$ 411100 METAL STRUCTURES ( sheet 6.101 16) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW DIMS. INTERIACXS GLASS TYPE WITHOUT REINFORCING GLASS TYPE 4 GLASS TYPES 2. 3 8 0 1 07.210 GLASS TYPE 2 301 MTH REINFORCING GLSS TYPE 3 GLASS TYPE 5 551064 HEIGHT 2 PANEL 3 PANEL EXT.(*) INT.( -) EXT.( +) WTI-) EXT.(+) 61T.)-) EXT.( +) INT.( -) EXT.( +) PIT.( -) EXT.(+) oat-) 26 -1/2' 35 -8/16" 37" 49- 5/16' 53 -1/8" 71" 4", 99 79 -1/2' 158" 108 -1/4 142" 78 -3/8' 120.0 190.0 120.0 150.0 120.0 1500 120.0 150.0 *50.0 120.0 150.0 1; 1; ,„__ , �� 150.0 Ig ,F 1500 147.2 95.0 I gq:c! N: o F-g ®" ®" 1500 120.0 grim 190 � �� 20too 1 1 Ern 84.6 848 100.0 immi� nimEginoran 120.0 120.0 120.0 120.0 120.0 58.8 506 ... 1000 36 -1 /2" 35 -5/16 37' 49 -5/18" 53-1/8" 71° 74' 99' 79 -1/2' 106 SO -S /B 120.0 1 20.0 ®" 142.8 ®" lanliallEn ���� � ®" ®" 150 .0 150.0 120.0 150.0 120 .0 --^7 R: 1111 120 150.0 120.0 98.8 98.6 ��� I' "'�"!M�� 100.0 *50.0 120.0 _ 72.0 982 72.0 88.2 100 100 Enimi 119.0 119.0 Em®" 76.1 76.1 100.0 *00 120.0 130 111.7 111.7 120.0 120.0 26 -1 /2' 35 -5/18 37' 49- 9/18' 53 -1/8" 7t" 63 *20.0_ 109.1 144.3 109 . 1 120.0 109.1 81.9 144.3 120.0 150 *20.0 150.0 120.0 1500 120.0 150.0 10 9. 81.9 imiumgEn® 100 100.0 120.0 120.0 1200 13110 imam 120.0 120.0 73.4 73.4 120.0 26 -1 /2' 35 -5/16 37 149- 5/16' 63 -1/8' 71' 72' 120.0 124.3 120.0 1242 1200 . 150.0 120.0 150.0 120.0 150.0 120.0 *50.0 932 93.2 93.2 �" EXI®" EMm 180.0 1111®" 61.6 91.8 99.7 68.7 100.0 100.0 120.0 120.0 119.4 119.4 120.0 120.0 2 37' 2" 53 - 1/8' 49 -5/16' 71' 76' 1 89.0 1 89 0 1 1 1 120.0 65 0 20 100.0 100.0 ann 1200 120.0 niEn 120.0 120.0 57.4 57.4 64.0 84.0 97.9 97.9 114.7 114.7 114.7 114.7 2119D0W DIMS. WIDTH 2 PANEL. 3 PANEL 38' 42 48' 54' 65' 72' 78' 84" 98" 108' 38' 42" 48" 54' 80" 66• 72" 78" 84' 38" 42' 48' 54' 80 66" 72' 78 " 36' 42' 46" 54 60' 66' 38" 42' 48" 54' 80• 36' 42' 48' 54' 48" 58" 84' 72" 60" se" 98' 104 112" 128" 144' 58" 84' 72" 80• 68" 96' 104 112' 48" se' 64" 72" 80" 88" 98" 104' 48' 56" 64 " 72' 80' 85" 48' 58' 64' 72" 80" 48' 55' 84' 72' 38' 48' 42" 58" 48" 64" 54' 72' *HEIGHT 36" 48" 80' 88' 72" 78" INTITRLOCIS WITR0UT REINFORCING INTERLOC88 WITH REINFORCING GLASS TYPE CLASS TYPE 1 4 EM.( +) 11 EXT.(+) 120.0 150.0 120.0 1200 150.0 120.0 120.0 150.0 120.0 120.0 150.0 1300 120.0 135.3 120.0 118.4 Y 118.4 120.0 104.5 104.5 115.8 85.0 85.0 850 83.8 83.8 85.0 71.9 71.9 802 61.5 81.5 88.6 120.0 150.0 120.0 120.0 130 130.0 118.1 118.1 120.0 105.6 105.6 117.7 85.0 850 65.0 83.9 83.9 85.0 77.6 77.8 600 72.4 72.4 80.8 87.5 67.5 753 120.0 134.3 *20.0 111. 111.5 179.7 97.5 97.5 108.7 85.0 850 85.0 80.1 80.1 85.0 74.7 74.7 83.3 70.0 70.0 78.1 85.6 85.8 73.2 1182 118.2 11 82 98.7 98.7 104.8 84.0 84.0 85.0 780 76.9 85.0 703 70.5 78.6 68.4 86.4 74.1 1058 105.5 ' 105.5 85.0 85.0 85.0 77.5 773 84.2 68.3 68.3 78.2 623 623 895 95.3 953 65.3 80.1 80.1 840 69.4 69.4 75.8 608 608 67.8 850 850 850 79.7 78.7 78.7 65.0 65.0 70.7 56.6 56.8 63.1 OIL( -) 150.0 150.0 150.0 150.0 150.0 132.0 118.8 850 85.0 80.2 68.8 150.0 139.4 127.9 117.7 650 890 650 60.8 77.3 134.3 119.7 108.7 85.0 82.0 833 781 73I 1192 104.6 850 85.0 788 74.1 1 05. 5 85.0 84.2 782 69.5 853 84.0 75.8 67.8 85.0 78.7 70.7 63.1 CLASS TYPES GLASS TYPE 2,386 2 LET.(4.) 120.0 120.0 120.0 120.0 120.0 120.0 120.0 *800 *00.0 100.0 100.0 120.0 120.0 120.0 120.0 100.0 100.0 100.0 1000 100.0 120.0 120.0 120.0 100.0 100.0 100.0 100.0 100.0 120.0 120.0 100.0 100.0 100.0 100.0 120.0 *00.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 100.0 100.0 96.9 00'.( -) EXT.( +) NT.( -) 150.0 120.0 1500 150.0 1200 150.0 7800 120.0 *50.0 150.0 120.0 1500 150.0 120.0 150.0 150.0 120.0 150.0 150.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 150.0 120.0 1500 122.0 150.0 120.0 1500 1200 1000 1200 1000 120.0 100.0 1200 1000 1200 1000 130.0 150.0 1200 150.0 120.0 150.0 1200 100.0 120.0 100.0 120.0 100.0 1200 100.0 120.0 100.0 120.0 120.0 120.0 150.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 150.0 120.0 100.0 120.0 100.0 1200 100A 1200 100.0 1200 1430 120.0 1000 120.0 100.0 1200 100.0 120.0 100.0 100.0 120.0 100.0 120.0 100.0 120.0 96.9 113.1 1500 1200 120.0 120.0 120.0 150.0 150.0 150.0 1500 130.0 120.0 1200 120.0 120.0 1500 1500 1'50.0 120.0 120.0 120.0 120.0 120.0 150.0 150.0 120.0 120.0 120.0 120.0 150.0 120.0 120.0 120.0 120.0 150.0 120.0 120.0 1200 120.0 120.0 1200 113.1 CLASS TYPE MI.( -) 1200 150.0 1200 . 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 130.0 130.0 1200 120.0 120.0 120.0 1200 120.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 1500 120.0 120.0 130.0 1200 120.0 1200 1184 1104 110.4 110.4 120.0 1500 120.0 1500 130.0 150.0 120.0 1200 120.0 1200 1200 1200 114.5 1143 1075 107.9 120.0 150.0 120.0 150.0 120.0 *20.0 120.0 120.0 120.0 120.0 110.8 110.6 120.0 150.0 120.0 120.0 1200 120.0 120.0 120.0 110.2 110.2 120.0_150A 120.0 120.0 120.0 1200 118.7 118.7 120.0 120.0 120.0 1200 120.0 120.0 112.0 112.0 c9AS5 TYPE 5 LET.(4) 120.0 1500 120.0 150 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0120.0 120.0 120.0 120.0 LIOO.o 120.0 " 120.0 120.0 120.0 1200 1200 120.0 1200 120.0 120.0 1200 120.0 1200 120.0 120.0 120.3 120.0 120.0 *20.0 *20.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 *20.0 1200 120.0 120.0 120.0 120.0 *50.0 150.0 150.0 150.0 120.0 120.0 120.0 120.0 120.0 150.0 150.0 150.0 120.0 120.0 120.0 120.0 120.0 150.0 150.0 1200 120.0 120.0 120.0 150.0 120.0 120.0 120.0 120.0 150.0 - 120.0 120.0 120.0 120.0 1200 120.0 1200 120.0 120.0 120.0 120.0 • • •• • •• • • • • • • • • • • • • •• •• • • • • • •• • ••• • • • • • • • • • • • • • • • • • • •• • • • • • •• •• • • • • • •••• • • •• • • •• • • • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •s ••• • • • ••• • • X WIN00W WIDTH 0 WINDOW LATH WINDOW WIDTH 2/3 1/3 0 X PERFORMANCE VALUE$ UNEQUAL PANED All valves shown ore Design PSF (Pconde per Square Fact) VALUES FOR EXTERIOR LCAD5(1-) SHOWN ARE FOR SILL WITH WAT£R8AR ADAPTER FOR WINDOWS WITHOUT WATERSAR ADAPTER UMIT EXTERIOR(.) LOADS TO 80.0 PSF NOTE St 55 CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) ARO FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT MAO MAXIMUM VENT SIZE IS 18.7 50. FT. AND MAXIMUM VENT HEIGHT IS 71 11/16' Engr: OR. FARt100 STRUCTURES FHA. PE / 18057 0.684. 3838 f7 G 70 /� MAR 2 6 2009 a 0 i 1 1 drawing no. drawing 511B8t 7 of) 6 WINDOW DIMS. ANCHORS TYPE "A" ANCHORS TYPE "8' ROTH • HEI0149 i EXT. ( +) 977 (-) EXt. ( +) •T. (-) 2 PANEL 13 PANEL 26 -I/2" 35 - 5/18" 150.0 150.0 37" 49- 5/18'1 150.0 150.0 53 -1/8" 71' 137.8 74" 99" 98.7 79 -1/2' 108" 92.1 !R'. 108 -1/4" 142" 69.9 26 -1/2" 35 -5/16" 150.3 150.0 37` 49 -9/18' 150.0 150.0 53 -1/8" 71' 104.3 150.0 74' 99' 50 -5/8" 741 120.0 75 -1/2" 106" 69.8 120.0 26 -1/2" 35 -5/18" 150.0 _150.0_ 37" 49 -5/18" 120.8 -- 190.0 _ 53 -1/8" 71' 839 120.0 28 -1/2" 35 -5/16" 147.3 _150.0 „ 37" 49 -5/18" 72" �.. 105.5 _ 150_1 _ 53 - 1/8" 71' 73.3 120.0 26 -1/2" 35 -5/18" 150.0 37' 48 -5/16' 78" I 8 120.0 53 -1/8' 71' 120.0 WINDOW DIMS. MOTH 2 PANEL 38" 42" 48" 4' ,.0' 66" 72' 78" 84' 1L_ 36' 42" 48" 54' 80" 66" 72' 76" 84' 38" 42" 48' 54" 60" 72" 70" 36" 42" 48' 94' 60" 88" 38' 42" 49 54' 80' 38" 42" 48" 54' 36' 42' 48' 54' 3 PANEL 48' 58" 84" 72' 80' 89' 95" 104" 112" 128" 144" 58" 64" 72" 80" 88" 88" 104' 112" 48" 64" 72" 80' 88" 96" 104' 48" 56' 64" 72' 80" 66" 48" 58' 84" 72" 80" 48" 58' 84" 72" 48' 58" 64' 72" HEIGHT ANCHORS TYPE "A" EX/. (+) 841. ( - 150.0 150.0 150.0 144.6 38' 130.1 118.3 108,4 100.1 48" 54" 80' 88" 72' 76" 93.0 120.0 81.3 120.0 72.3 120.0 150.0 150.0 139.4 150.0 122.0 150.0 108.4 150.0 97.6 120.0 88.7 120.0 91.3 120.0 75.1 89.7 144.8 1239 108.4 96.4 130.1 1 11.5 97.6 88.8 78.1 71.0 71.0 108.4 93.0 91.3 72.3 102.7 88.1 77.1 68.5 ANCHORS TYPE '8" 081. ( +) 169. ( -) 150.0 150.0 150.0 150.0 190.0 150.0 1504 120.0 120.0 120.0 190.0 1901 1501 120.0 88.5 120.0 78.9 120.0 72.3 120.0 66.7 120.0 150.0 1504 120.0 120.0 120.0 1200 118.3 150.0 101.4 120.0 85.7 120.0 78.9 120.0 120.0 150.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• ••• • • • • •• • • • • • o • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • • ••• • • • ••• • • WIMOOW WIDTH 1/3 2/3 1 .1;g00 mos 1/3 WINDOW WIDTH • •• ••• • •• • • • • • • • • • • • • • • N • • • • • • • • • AICIWR 3'OCIRG Td :3E :AS: LISTED ABOVE • • t/2* MAX! SHIM IFIkeE FOR EQUAL LEG FRAMES ONLY 1/4 ANCHORS TYPE 'A' 2 ANCHORS AT MTG. 517LE ENO5 29' MAX. SPACING 8ET6EE9 ANCHORS ANCHORS TYPE 'E1' 4 ANCHORS AT 4410. SOLE ENDS 24' MAX. SPACING 9ETNE' EN ANCHORS 2/3 ANCHORS TYPE 'C' 4 ANCHORS AT MTG. S81E ENOS 12" MAX. SPACNG BETWEEN ANCHORS 14' WIDOW WIDTH 1/2 28' NAX 24' MAX. WINDOW 010114 12" MAX 1/4 1/4 1/2 .. .. 1 I n 1/4 .8 2 6' MAX .0 q • • • " 6' MAX Engr. OR. HONAYOUN FARp00 ) 8. , 1 / , /nry STRUCTURES ew d{•7 , ;ll MA PE ! 16557 3538 1 0 :AA 4(itx".,'� r/o2g c Rr MAR 2 v V2/9 C 111 110 1 1 a .. 1. a J j din CWO9 raw-1no J 3 C et 8 of 16) 75 ALUM. MORI2. 0 ii .0 1/3 2/3 WINDOW DIMS. MOTH 2 PANEL 38" 42" 48" 4' ,.0' 66" 72' 78" 84' 1L_ 36' 42" 48" 54' 80" 66" 72' 76" 84' 38" 42" 48' 54" 60" 72" 70" 36" 42" 48' 94' 60" 88" 38' 42" 49 54' 80' 38" 42" 48" 54' 36' 42' 48' 54' 3 PANEL 48' 58" 84" 72' 80' 89' 95" 104" 112" 128" 144" 58" 64" 72" 80" 88" 88" 104' 112" 48" 64" 72" 80' 88" 96" 104' 48" 56' 64" 72' 80" 66" 48" 58' 84" 72" 80" 48" 58' 84" 72" 48' 58" 64' 72" HEIGHT ANCHORS TYPE "A" EX/. (+) 841. ( - 150.0 150.0 150.0 144.6 38' 130.1 118.3 108,4 100.1 48" 54" 80' 88" 72' 76" 93.0 120.0 81.3 120.0 72.3 120.0 150.0 150.0 139.4 150.0 122.0 150.0 108.4 150.0 97.6 120.0 88.7 120.0 91.3 120.0 75.1 89.7 144.8 1239 108.4 96.4 130.1 1 11.5 97.6 88.8 78.1 71.0 71.0 108.4 93.0 91.3 72.3 102.7 88.1 77.1 68.5 ANCHORS TYPE '8" 081. ( +) 169. ( -) 150.0 150.0 150.0 150.0 190.0 150.0 1504 120.0 120.0 120.0 190.0 1901 1501 120.0 88.5 120.0 78.9 120.0 72.3 120.0 66.7 120.0 150.0 1504 120.0 120.0 120.0 1200 118.3 150.0 101.4 120.0 85.7 120.0 78.9 120.0 120.0 150.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• ••• • • • • •• • • • • • o • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • • ••• • • • ••• • • WIMOOW WIDTH 1/3 2/3 1 .1;g00 mos 1/3 WINDOW WIDTH • •• ••• • •• • • • • • • • • • • • • • • N • • • • • • • • • AICIWR 3'OCIRG Td :3E :AS: LISTED ABOVE • • t/2* MAX! SHIM IFIkeE FOR EQUAL LEG FRAMES ONLY 1/4 ANCHORS TYPE 'A' 2 ANCHORS AT MTG. 517LE ENO5 29' MAX. SPACING 8ET6EE9 ANCHORS ANCHORS TYPE 'E1' 4 ANCHORS AT 4410. SOLE ENDS 24' MAX. SPACING 9ETNE' EN ANCHORS 2/3 ANCHORS TYPE 'C' 4 ANCHORS AT MTG. S81E ENOS 12" MAX. SPACNG BETWEEN ANCHORS 14' WIDOW WIDTH 1/2 28' NAX 24' MAX. WINDOW 010114 12" MAX 1/4 1/4 1/2 .. .. 1 I n 1/4 .8 2 6' MAX .0 q • • • " 6' MAX Engr. OR. HONAYOUN FARp00 ) 8. , 1 / , /nry STRUCTURES ew d{•7 , ;ll MA PE ! 16557 3538 1 0 :AA 4(itx".,'� r/o2g c Rr MAR 2 v V2/9 C 111 110 1 1 a .. 1. a J j din CWO9 raw-1no J 3 C et 8 of 16) 75 ALUM. MORI2. WINDOW DIMS ANCHORS TYPE 'A' ANCHORS TYPE IT WIDTH HEIGHT EXT. (4.) INT, ( -) 857. (4.) INT. ( -) 2 PANEL 3 PANEL 28 - 1/2' 35 - 5/16' t/2 150.0 150.0 37' 49 -5/18' 150.0 _ . 150.0 150.0 _ 53-1 /8" 71 150.5 74" 99' 38 -3/8" 18.9 120.0 79 -1/2' 108' 111.0 120.0 106-1/4' 142" 82.9 120.0 28 -1/2" 35 -5/16" 150.0 850.0 37' 49 -2/16" 1504 850.0 53 -1/6" 71" 125.6 150.0 74' 99" SO -5/8' 90.1 120.0 79 -1/2' 108' 84.2 120.0 26 -1/2" 35 -5/16" [ 2 150.0 150.0 37" 49 -2/16" 145.3 150.0 53 -1 /8" 71' 101.0 _ 120.0 26 -1/2' 35 -5/16" 150.0 150.0 37' 49- 5/16' 72' _ _ . 127.1 __ 150.0 53 -1/8" 71' i 88.3 120.0 , 26 -1/2' 35 -5/16" 150.0 150.0 37" 49 - 5/16' 78' 120.0 1 J 53 -1/8' 71' 63.7 120.0 7IND011 DIMS WIDTH 2 PANEL i 3 PANEL 38' 47' i" I' so- es- 72' 78' 98" 108' 36' 42' 48' 54' 60" 66' 72' 78' 84' 35' 42' 48' 54- 60' 66" 72' 7B" 36' 42" 48' 54' 80' 66' 38" 42" 48' 54' 60" 36' 42' 48' 54' 36' 42 ' 48' 54' 48' 56' 64' 72' 80' 8S' 98' 104' 112' 128' 144' 48' 56' 84' 72' so' 88" 98' 804' 112" 48' 56' 64' 72' 80' 86' 98' 104' 4a se- 64' 72' 80' 88' 48' 56' 64' 72' 80' 48' 56' 64' 72" 48" 56' 64' 72' HEIGHT 38' 150.0 142.5 130.7 120.0 46' 54' 80' 68' 72' 7 8' ANCHORS TYPE 'A' EXT. (4.) EXT. (4.) 74T. ( -) OR. ( -) 1910 1910 150.0 1910 150.0 1500 112.0 120.0 98.0 120.0 150.0 147.0 130.7 117.8 108.9 98.0 90.5 150.0 150.0 150.0 120.0 120.0 120.0 120.0 87.1 120.0 150.0 150.0 84.0 150.0 149.3 130.7 118.1 1043 95.0 87.1. ANCHORS TYPE 'H' 150.0 150.0 1500 150.0 150.0 1204 120.0 150.0 1504 1504 120.0 120.0 1204 120.0 853 120.0 80.4 120.0 150.0 150.0 134.4 150.0 120.0 117_6 104.6 120.0 94.1 120.0 8473 1504 1204 1203 1069 120.0 95.0 85.5 120.0 120.0 130.7 150.0 120.0 106.1 120.0 120.0 882.0 120.0 98.0 120.0 87.1 120.0 92.0 120.0 823 120.0 •• • • • • • • •• • • • • • • • •• ••• •• • • • •• • • WINDOW W10714 NOTE: • • • • AIVEIR SPLICING TIP BE AS LISTED ABOVE • • • 3 / }} 8; ¶IAg:SHIN S�'Adt COR :FLANGE AND EQUAL LEG FRAMES • • • • • 1 4MAX.414111 � SP i BUCK FRAMING • • AND INSTAILLATION@ •IPITO METAL STRUCTURES ANCHORS TYPE 'C' 4 ANCHORS AT 4170. SORE ENOS 12' WAX. SPACING BETWEEN ANCHORS 28' MAX. ANCHORS TYPE 'A' 2 ANCHORS AT MTG. STILL ENOS 28' NAIL 5600190 BETWEEN ANCHORS 14' S • • i 6' MAX. 24' MAX ANCHORS TYPE 'B' 4 ANCHORS AT NT6. STILE ENOS 24' MAX. SPACING BETWEEN ANCHORS Env: OR. HUMATOISN f78000 STRUCTURES RA. PE 1 16557 CAN. 3538 MAR 2 b 2009 1 1 - .. 76 ' , LLL t draw ng W09 -13 [sheet 8.1 of 16) ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 6 2/3 I P �s/ 's II 1/4 t/2 1/4 7IND011 DIMS WIDTH 2 PANEL i 3 PANEL 38' 47' i" I' so- es- 72' 78' 98" 108' 36' 42' 48' 54' 60" 66' 72' 78' 84' 35' 42' 48' 54- 60' 66" 72' 7B" 36' 42" 48' 54' 80' 66' 38" 42" 48' 54' 60" 36' 42' 48' 54' 36' 42 ' 48' 54' 48' 56' 64' 72' 80' 8S' 98' 104' 112' 128' 144' 48' 56' 84' 72' so' 88" 98' 804' 112" 48' 56' 64' 72' 80' 86' 98' 104' 4a se- 64' 72' 80' 88' 48' 56' 64' 72' 80' 48' 56' 64' 72" 48" 56' 64' 72' HEIGHT 38' 150.0 142.5 130.7 120.0 46' 54' 80' 68' 72' 7 8' ANCHORS TYPE 'A' EXT. (4.) EXT. (4.) 74T. ( -) OR. ( -) 1910 1910 150.0 1910 150.0 1500 112.0 120.0 98.0 120.0 150.0 147.0 130.7 117.8 108.9 98.0 90.5 150.0 150.0 150.0 120.0 120.0 120.0 120.0 87.1 120.0 150.0 150.0 84.0 150.0 149.3 130.7 118.1 1043 95.0 87.1. ANCHORS TYPE 'H' 150.0 150.0 1500 150.0 150.0 1204 120.0 150.0 1504 1504 120.0 120.0 1204 120.0 853 120.0 80.4 120.0 150.0 150.0 134.4 150.0 120.0 117_6 104.6 120.0 94.1 120.0 8473 1504 1204 1203 1069 120.0 95.0 85.5 120.0 120.0 130.7 150.0 120.0 106.1 120.0 120.0 882.0 120.0 98.0 120.0 87.1 120.0 92.0 120.0 823 120.0 •• • • • • • • •• • • • • • • • •• ••• •• • • • •• • • WINDOW W10714 NOTE: • • • • AIVEIR SPLICING TIP BE AS LISTED ABOVE • • • 3 / }} 8; ¶IAg:SHIN S�'Adt COR :FLANGE AND EQUAL LEG FRAMES • • • • • 1 4MAX.414111 � SP i BUCK FRAMING • • AND INSTAILLATION@ •IPITO METAL STRUCTURES ANCHORS TYPE 'C' 4 ANCHORS AT 4170. SORE ENOS 12' WAX. SPACING BETWEEN ANCHORS 28' MAX. ANCHORS TYPE 'A' 2 ANCHORS AT MTG. STILL ENOS 28' NAIL 5600190 BETWEEN ANCHORS 14' S • • i 6' MAX. 24' MAX ANCHORS TYPE 'B' 4 ANCHORS AT NT6. STILE ENOS 24' MAX. SPACING BETWEEN ANCHORS Env: OR. HUMATOISN f78000 STRUCTURES RA. PE 1 16557 CAN. 3538 MAR 2 b 2009 1 1 - .. 76 ' , LLL t draw ng W09 -13 [sheet 8.1 of 16) ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• P. 1/3 2/3 7IND011 DIMS WIDTH 2 PANEL i 3 PANEL 38' 47' i" I' so- es- 72' 78' 98" 108' 36' 42' 48' 54' 60" 66' 72' 78' 84' 35' 42' 48' 54- 60' 66" 72' 7B" 36' 42" 48' 54' 80' 66' 38" 42" 48' 54' 60" 36' 42' 48' 54' 36' 42 ' 48' 54' 48' 56' 64' 72' 80' 8S' 98' 104' 112' 128' 144' 48' 56' 84' 72' so' 88" 98' 804' 112" 48' 56' 64' 72' 80' 86' 98' 104' 4a se- 64' 72' 80' 88' 48' 56' 64' 72' 80' 48' 56' 64' 72" 48" 56' 64' 72' HEIGHT 38' 150.0 142.5 130.7 120.0 46' 54' 80' 68' 72' 7 8' ANCHORS TYPE 'A' EXT. (4.) EXT. (4.) 74T. ( -) OR. ( -) 1910 1910 150.0 1910 150.0 1500 112.0 120.0 98.0 120.0 150.0 147.0 130.7 117.8 108.9 98.0 90.5 150.0 150.0 150.0 120.0 120.0 120.0 120.0 87.1 120.0 150.0 150.0 84.0 150.0 149.3 130.7 118.1 1043 95.0 87.1. ANCHORS TYPE 'H' 150.0 150.0 1500 150.0 150.0 1204 120.0 150.0 1504 1504 120.0 120.0 1204 120.0 853 120.0 80.4 120.0 150.0 150.0 134.4 150.0 120.0 117_6 104.6 120.0 94.1 120.0 8473 1504 1204 1203 1069 120.0 95.0 85.5 120.0 120.0 130.7 150.0 120.0 106.1 120.0 120.0 882.0 120.0 98.0 120.0 87.1 120.0 92.0 120.0 823 120.0 •• • • • • • • •• • • • • • • • •• ••• •• • • • •• • • WINDOW W10714 NOTE: • • • • AIVEIR SPLICING TIP BE AS LISTED ABOVE • • • 3 / }} 8; ¶IAg:SHIN S�'Adt COR :FLANGE AND EQUAL LEG FRAMES • • • • • 1 4MAX.414111 � SP i BUCK FRAMING • • AND INSTAILLATION@ •IPITO METAL STRUCTURES ANCHORS TYPE 'C' 4 ANCHORS AT 4170. SORE ENOS 12' WAX. SPACING BETWEEN ANCHORS 28' MAX. ANCHORS TYPE 'A' 2 ANCHORS AT MTG. STILL ENOS 28' NAIL 5600190 BETWEEN ANCHORS 14' S • • i 6' MAX. 24' MAX ANCHORS TYPE 'B' 4 ANCHORS AT NT6. STILE ENOS 24' MAX. SPACING BETWEEN ANCHORS Env: OR. HUMATOISN f78000 STRUCTURES RA. PE 1 16557 CAN. 3538 MAR 2 b 2009 1 1 - .. 76 ' , LLL t draw ng W09 -13 [sheet 8.1 of 16) ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• BUCK BED IN SEALANT (TYP) Ah Er If ' FLANGE FRAME INSTAI I ATION TYPE '1' THRU 1 BY WOOD BUCK SEALANT (TYP) WOOD STRUCTURES, CONCRETE OR MASONRY :1J INSTALLATION CONDITIONS FLANGE FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET it FOR DESCRIPTION 3 1/2' MIN 2 3/4' x 4 BEVELED PRESSURE TREATED W000 BUCK (TYP) • •• • • •j • • •• ••• •• OPTIONAL NON— BEVELED WOOD BUCK (DOTTED) L2 1N4- • ••• ••• ••• `r..0 • • • • • • • • • 2 3/4' WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN : : • • • • • • • • • • • NIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER' • S • • • • • 1 OQ l Pre—Cast Sill THEM TO THE BUILDING STRUCTURE. • • • • ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • 0 •• •• ••• • • • ••• • • BUCK BED IN SEALANT (TYP) MIN EMBEDMENT FLANGE FRAME INSTALLATION TYPE '2' THRU 2 BY WOOD BUCK SEALANT (TYP) WOOD STRUCTURES. CONCRETE OR MASONRY 3/8' MAX. 11■111 1 3 1/2' l N 1 1 2 3/4' 2 x 4 BEVELED PRESSURE TREATED WOOD BUCK (TYP) Tarr:M. HUMAYDUN FPROCO STRUCTURES RA. PE r 16557 CAN. 3538 • MAR 2 5 2009 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 11 FOR DESCRIPTION OPTIONAL NON— BEVELED WOOD BUCK (DOTTED) H"_ gI U z 0 � 1 � FW F_ O � U 2 1 J. 8q �pOy •i g h S Y 0 4 •g J pp 7 i v Y � O 1- d ui 4 N IENs M NN1 m 8§(2, j Fr drawing no. [ W09 - 1 3 (sheet 9 of 16; EOUAL LEG INSTALLATION TYPE '1' THRU 1 OR 2 BY WOOD BUCK BUCK BED IN SEALANT (TYP) 1/2' MAX. •1 1/4" EMBEDMENT IN CONCRETE OR MASONRY 0 •1 3/8' EMBEDMENT INTO WOOD WOOD STRUCTURES, CONCRETE OR MASONRY 1 1/4'• 1 3/8'•• 5 4 3 1/2' Mw INS A a 5 1 x 4 (OR 2 X 4) PRESSURE TREATED WOOD BUCK (TYP) • • •• ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING 7- SEE SHEET 11 FOR DESCRIPTION 1 BY WOOD BUCK OR 2 BY WOOD BUCK • • • •• • • • • • • ••• • •••• • •• • • • •• • • •• ••• ••• • • • • • • • • • • • • • • • • • • • WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN • , • • • • • • • • • • LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER. • • • • • • • • • • THEM TO THE BUILDING STRUCTURE. _J • • • • • • • ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ON • NS E4LAL LE MIN EOUAL LEG INSTALLATION TYPE '2' DIRECTLY INTO STRUCTURE OPENING SEALANT (TYP) 1 3/8'•• 1 1/4 •1 1/4' EMBEDMENT IN CONCRETE OR MASONRY ••1 3/8' EMBEDMENT INTO WOOD W000 STRUCTURES. CONCRETE OR MASONRY Env DR. NUMAYOUN FAR000 STRUCTURES rut PE 9 16557 CAN. 3538 MAR 2 0 2009 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 11 FOR DESCRIPTION fifi 09 1 /np !t. � Y''1 r -f lr of e drawing no. 1 W09 -13 fshf eet 10 of 16 FLANGE FRAME INSTALLgTION METAL STRUCTURES SEALANT (TYP) METAL STRUCTURES TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELM' (Fu =177 KSi, Fy-155 X51) 1/4" DIA. HII TI KWIK -CON 1I (Fu -183 KSI, Fy - 157 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1 - 3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA UITRACON RY 'ELCO' (Fu =Ln Ks. ry =155 Ks) 1/4" DIA. Hun KWIK -CON y (Fu -tea Ks, Fy=157 KSI) • DIRECTLY INTO CONC. OR MASONRY 1 - 3/8" MIN. EMBED INTO CONC. OR MASONRY •• • •• • • • • • • • •• ••• Yt4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULUONS (MIL. THH♦. ; .090" • INTO METAL. STRUCTURES • • • • STEEL : 12 GA. MIN. (Fy = 36 KS; MIN.) • • • • • • ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) • • • • • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED PANTED) • INSTALLATION CONDITIONS METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • •• • • •• • • • •• ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • •• •• ••• • • • ••• • • TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 - 1/2" MIN. • •UNTO W000 STRUODURE = 1" MIN. INTO %TRs1CT$RE = 3/4" MIN. • • •• • • CONCRETE no= 6000 PSI MIN. • MASONRY•1h•= 130 PSI MIN. EQUAJ I FG FRAME INSTALLATION I METAL STRUCTURES Emir: OR HUUMA YYOUFI ,IMOMO FIA PE y 16557 C.A.N. 7538 MAR 2 6 Z009 TYPICAL ANCHORS SEE ELEV. FOR SPACING .. .COtto /op p9... AA2 -- V 3 i $ Ik J drawing no. , L WO9 -13 (sheet 11 of 16) MULLION DESIGN LOAD CAPACITY - PSF TRIBUTARY WIDTH WINDOW HEIGHT EXT.(+) INT.( -) 18" TRIBUTARY WIDTH 150.0 28 -1/2" • 150.0 37" *50.0 44" 38 -3/8 150.0 58" 150.0 120.0 71" 120.0 120.0 18" 78" 150.0 28 -1/2" 120.0 150.0 37" 50 -5/8" 120.0 44' 120.0 120.0 55" •• o • 120 -0 18" _ _ 150.0 _ -_ 120.0 150.0 26-1/2" 120.0 ....- -150.0 37' 83" 120.0 -- _ 44' • 450-• • r 1 120.0 18" • • . 20.0 4 • • •� 150.0 26 -1/2' 120.0 37' 72" 120.0 - 39" -- _ 120.0 18' 150.0 28 -1/2' 76" 120.0 37" 120.0 MULLION DESIGN LOAD CAPACITY - PSF MULLION DESIGN LOAD CAPACITY - PSF TRIBUTARY WIDTH WINDOW HEIGHT EXT.( +) INT.( -) TRIBUTARY WIDTH WINDOW HEIGHT EXT.(+) INT.( -) N '8 n n n 54" 150.0 72" 150.0 120.0 150.0 150.0 120.0 - 120.0 150.0 120.0 120.0 120.0 120.0 N N *st M 78" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 _ 120.0 120.0 120.0 120.0 24' 28' 30' 32" 38" 39' 40' IS • 416 44' • I 46'•• •• o • 150.0 150.0 •• • •• • •• • • *NOW: VALUES FROM CHARTS kV • •BE BETWEEN SIZE _ _ 150.0 _ -_ 120.0 120.0 120.0 120.0 • * • • •20.• • 7T • 4i e • 2 • 1 . 28" 30' 32" • • 36' • 636* , • •� • 4142' •• •• • • qb • • i' • • • 450-• • r 1 120.0 120.0 • • . 20.0 4 • • •� • �� - - r• • • • • 120.0 .•• • #14 Flat H e SMS MULLION GE WINDOWS 1" x thk. Aluminum Tube dipped at ends) - (Mull dw Height - 1") Head III II II Lill Sealant (tYP) MULLION AT EOUAL LEG WINDOWS 1" x 4" x 1/8" thk. Aluminum Tube Mullon (unclipped at ends) - (Mull length - Wdw Height) SMS Flat Head nr !'lII � IlfG 1 Sealant - -/ (tya) • • • • • • • • • • • MULLION PERFORMANCE STANDARD 1T5STALLATION MULTIPLE OPENING (2 OR MORE WINDOWS) w/ 1 SCREW ON EACH SIDE OF MULLION • • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• •• • • • • •• • • TRIBUTARY WIDTH - L S RION LOAD INSTAT LAT ON MULTIPLE OPENING (2 OR MORE WINDOWS) w/ 2 OR 3 SCREWS ON EACH SIDE OF MULLION (• = ADDITIONAL HOLES TO BE DRILLED BY INSTALLER) Engn OR. f1UH4 STRFCT1416 FLA. PE / 18557 G.AN. 3538 MAR t 6 2009 0 1* gl O O,3 a = II }� t drawing no. W09 -13] (sheet ' 12 of 16) FAX. (305) 593-6592 PERFORMANCE VALUES OF UNCLIPPED MULLION ANCHORS EM.( +) & INT.( -) PERFORMANCE VALUES OF UNCLIPPED MULLION ANCHORS EM.(+ & INT.( -) TRIBUTARY WSTH 616009 HEIGHT CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 8 TRIBUTARY 1410TH 901008 HEIGHT CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 6 N leg 14 M V< V M 108.4 150.0 1510 0 18' 28-1/f 37' 44' 56' 71' 38 -3/8. 150.0 150.0 150.0 138.2 150.0 150.0 931 1 150.0 1510 99.0 150.0 150.0 86.8 150.0 1510 83.2 150.0 150.0 81.3 150.0 1510 65.4 120.0 120.0 72.3 120.0 1210 51.8 103.2 `. 120.0 65.1 120.0 1210 59.2 54.2 118.3 1210 18' 28 -1/2 37' 44' -5/8 150.0 150.0 150.0 104.8 1 150.0 150.0 1014 1204 75.0 120.0 120.0 50.1 100.1 120.0 N N of h S Y LU . 97,8 150.0 150.0 63.1 1204 120.0 83.7 150.0 150.0 18' 26 -1/2' 37' 44' i 123.9 150.0 1501_ - 150.0 78.1 150,0 150.0 84.2 , 150.0 60.3 1 1204 1210 72.2 1201 120.0 517 101.4 120.0 85.1 1201 120.0 58.6 117.1 120 18' 28 -1 /2' 37' 1084 150.0 150.0 73.7 120.0 120.0 53.2 , 106.5 120.0 24' 28' 30' 32' 36' 40' 817 78.1 150.0 150.0 52.8 105.5 120.0 120.0 12_.0 0_ 16' 26 -1/2' 37' 76' 102.7 150,0 150.0 71.0 120.0 120.0 120.0 694 120.0 120.0 501 100.0 120.0 66.5 120.0 59.2 1183 120.0 • NOTE: VALUES FROM CHARTS MAY BE INTERPOLATED BETWEEN SIZES 53.2 106.3 120.0 24' 26' 30' 32' 36" 72• 81.3 150.0 150.0 69.7 120.0 T20.0 65.1 120.0 120.0 611 1200 1204 54.2 108.4 1201 N N n n /mfI 76' 77.1 1201 1201 66.0 120.0 120.0 81.6 1201 120.0 57.8 115.6 120.0 51.4 102.7 120.0 •• • •• • • • • • •• • • • • • • • • /CLUSTER OF 2, 4, OR 6 ANCHORS • 1 -(SEE CHARTS ABOVE). ALL OTHER •• ••• •• • • • •• • ••• • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • TRIBUTARY WIDTH = 2 2 ANCHORS AS PER SHEET 10. MULLION ANCHORS SCENT TO MULLIONS AT HEAD Sc SILL. ALL OTHER WINDOW ANCHORS AS PER $REST - 9 THRU U Eny'. 0 R. HUHA N FA R000 STRUCTUFE5 FLA. PE i 18557 CAA. 3538 MAR 2 5 2009 3 th 1 'drawing no. W09 -13 (sheet 13 of 16 FAX. (305) 583-6592 511 45• • • • • • • • • • • • • ••• • • • • •• • • • • • • • ••■• • • • • • • • • • • • • •• •• • ••• • • ) PERFORMANCE VALUES OF ALUMINIUM BUCK INSTALLATION ANCHORS ExT.(a) & INL(-) PERFORMANCE VALUES OF MAMMON BUCK INSTALLATION ANCHORS CW.(+) & INT.(-) ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 5 & 7 MO VANOOW CAPACITIES USE LOWER APPLICABLE VALUES. AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1236 S.W. 87 AVE MIAMI, FLORIDA 331.74 TEL (305) 2848100 FAX. (308) 2624978 OM�'IMI_dNO� ) WWII DIM& ANCHORS AT 16` 0.0. ARCMS LT r 0.C. WINDOW 111148. moon AT 15' O.C. ANCHORS AT 8" 0.C. %VAN HVORT Amu MACItiCONC. moon'oLocic cot WIDTH HEIGHT 8050 500ICK CONC. 8.000 61.006 COM. 56' 48" 56' 64- 64" 72 oo- 99" as- '-'.• 150.0 i 150.0 , 150.0 150.0 150.0 150.0 1475 123.3 150.0 150.0 . 150.0 150,0 150.0 150.0 128.4 105.7 x . . 0 A ' a 4 , . a 0 a a a 1/ 149.1 124.6 150.0 150.0 130.01 150.0 5191 100.2 M1 S3 134.9 112.8 150.0 150.0 150.0 150.0 113.3 94.7 law., 1509 150.0 150.0 190.0 150.0 150.0 117.1 97.9 131.1 137.0 1094 114.6 150.0 1500 1534 150.0 150.0 150.0 150.11 150.0 72 go- 5 ,4" .98. 96 108" 112" 117" 126" 99,0 98.8 82.8 82.4 11r.4 117.0 104.4 : ...A, 150.0 137.4 MinliiliffiiiiIMMENLEM. w_Lr_ 138.7 I 107.6 1500 150.0 150.0 150.0 90.9 76.0 107.8 150.0 126.6 ' 550.0 hilliiiii=ing1. laliala=GWEIni 121.4 101-5 144.o 150.0 150.0 150.0 64.3 i 703 103.0 150.0 129.2 150.0 Mina Mil Orril ... Mb n WM _ 6 150.0 30 7 150.0 150.0 85.8 71.8 147.1 123.0 5500 110 .5 • 108.3 150.0 150.0 150.0 1540 72.1 80.3 101.8 85.5 133.9 111.9 150.0 120.5 100.8 1430 190.0 150.0 190.0 78.2 85.4 92.8 135.9 114.4 150.0 114.4 95.7 135.8 150.0 150.0 150.0 73.8 81.5 97.3 1371 115.3 1504 118.0 98.7 1504 1500 150.0 74.7 62.5 , 85.7 132.9 111.1 150.0 AT 6" FROM AND 24" 914 SMS ENDS O.C. MAX. 112.4 94.0 150.0 150.0 190.0 ,,, 108" 112' 117" 131.1 109.8 150.0 150.0 150.0 150.0 914 SOS ENDS AT 8" FROM O.C. /AAX. AND 24- CGI WINDOWS do DOORS 10100 N.W. 25TH STREET MIAMI. FL. 33172 TEL. (305) 593 -8590 FAX. (305) 593 -9592 . . - 144' V} R 8 3 k 13 a' S' == n 150.0 150.0 150.0 150.0 150.0 150.0 110.6 92.5 131.3 150.0 150.0 150.0 130.0 148.0 153.0 150.0 150.0 150.0 103.4 86.5 122.7 150.0 150.0 150.0 1323 111.0 150.0 150.0 150.0 150.0 101.1 84.0 120.0 150.0 150.0 150.0 118.0 947 140.0 190.0 150.0 150.0 99.6 83.2 118.1 150.0 149.8 150.0 132.8 111.0 150.0 150.0 150.0 1580 98.3 82.2 119.7 150.0 148.0 150.0 110.8 92.5 131.3 150.0 150.0 190.0 96.5 80.7 114.5 150,0 134.5 150.0 113.8 95.1 135.0 150.0 150.0 150.0 88.5 74.0 105.0 147.5 123.3 150.0 108.2 88.8 128.0 150.0 148.0 150.0 81.7 68.3 98.6 149.8 1212 150.0 99.6 83.3 118.1 150.0 150.0 150.0 62.6 69.1 98.0 1418 118.4 150.0 103.3 68.3 122.5 150,0 148.0 1504 68.8 57.6 81.7 127.8 106.9 150.0 88.5 74.0 105.0 150.0 137.4 130.0 741 62.3 88.4 130.4 109.1 130.0 98.5 91.4 80.7 114.5 150.0 141.3 150.0 69.9 58.5 8.3.0 131.1 109.6 150.0 , 76.4 108.4 1500 1412 150.0 36 48 - 56. 80 64' 73' car 9{1m'3k's'aV O's 26. 122.1 102.1 94.8 102.1 144.8 150.0 150.0 150.0 MINIM (10111 93.7 78.4 111.2 150.0 139.3 150.0 85.4 79.3 121.2 150.0 150.0 150.0 4 t•P L1111111110 II 85.5 74.0 *05.5. 150A ...J.2 150.0 112.5 150.0 142.7 150.0 11 t ' dibani 38 / 49 58* . - 66 - 108 117' 126" 144" 150.0 131.8 150.0 150.0 150.0 150.0 92.3 77.2 159.6 1 50.0 . 139.0 150.0 il...MBECIN" e 11•Inm===i g.ir 145.6 118.4 I 150.0 150.0 150.0 150.0 90.5 75.7 107.4 1504 136.2 150.0 1.IE-1.114131iFil i MI6= 130.2 108.9 150.0 1504 150.0 150.0 88.5 740 105.0 150.0 1331 150.0 114.4 7 135.8 150.0 150.13 150.0 88.3 73.8 104.7 150.0 132.8 1540 = t J l _ • "uoiyauosa`pl 7 127.6 106.7 150.0 150.0 150.0 150.0 87.5 73.2 103.8' 145.8 121.9 120.0 .:1111 _111 A A . A 4 ' CONCRETE . 3000 PSI , BLOCK . 1924 PSI 4 • - "..IIIIIIIIIIIIEIIpppIPPPP" - . 2BY WOOD BUCK A 1/4" 019. ULTRACON OR OR V1000 STRUCTURES 104.9 87.7 124.4 150.0 150.0 150.0 60.5 67.3 95.5 147.6 123.4 150.0 106.9 88.4 126.8 150.0 9486 150.0 81.0 67.7 96 0 13E1.8 118.0 150.0 99.4 83.1 117.9 150.0 138.5 1500 67.1 58.1 794 124.6 104.2 147.8 1/ 4" 258. KWIK-CON 0 i ,, . 92.9 77.6 1102 150.0 542.3 1500 , I - 3/8" 1456. CONC. EMBED 2 1/3" MIN. • 1 MIN. BLOCK EMBED 1/4" DIA. ULTRACON OR 1' MTN. we 60A 115A 950.0 157A 1500 I 81.6 682 984 150.0 128.7 150.0 1500* r - , 1' EDGE DiST. AT 6' FROM ENDS AND 1/4" 01/1. lettK - CON II 16" OR r 0.C. MAX. 1-1/2' MIK EMBED SEE CHART FOR CAPACITY AT 6" HUM ENDS ANO 1.1 6118 74,2 1014 1540 1304 83.9 70.2 99.8 150.0 131.6 150.0 16" OR Fr 0.C. WM 1 SEE CHART FOR CAPACnY - TYPICAL INSTALLATION DETAIL • 45.8 71.8 101.8 150.0 127.6 150.0 i 80.7 67.5 917 145.2 121.4 150.0 . 64" 72' /99' Er 88• AA" F V's'aVk's'aVVIC= 1 :- - %' =- 8.0. 134.9 112.8 150.0 1513.0 150.0 150.0 ', MAF ON ALL FOUR SIDES/USING ALUMINUM RUCK SYSTEM 1180 98.7 140.0 150.0 150.0 150.0 • • • 0 • : 113,8 95.1 135.0 150.0 150.0 • • • * V o C a t t - r w B jer0 150.0 • • •• • • I II( 80 -LL -S0 moo; _____-. • 1 I It - .,j 113.3 94.7 134.4 150.0 150.0 1540 150.0 150.0 150.0 150.0 • • • 150.0 • • • 113.3 94,7 134.4 150.0 150.0 • • • • • 1 • • 10_0 1-145-1 101.1 84.8 9200 150.0 1500 •& ••• •• I r e65 STRUCTURES FLA. PE g 16557 C.A.N. 3538 . AR 2 6 2(109 .-■ , • 410/i. . -.. ....al ..,..ce ..02...14) F2',.. .- - • • - 502.0 89.2 1210 142.1 150.0 n 4 .625 E [ 94.4 78.9 112.0 131.6 150.0 11"r 87.9 715 104.3 134.7 150.0 90.1 75.3 106.9 150.0 : 129.2 • • • • • • 40 190.0 • • • 1..... 1 - , drawing no. WO9 .. - 13 _. .. 76.2 93.8 141.8 118.4 150.0 • • • • • • • 5 I....-.923 82.9 89.3 145.1 • • • • • __I 121.3 150.0 • • • • • • 78.1 851 146.5 122.5 150.0 NeTeVALUt FROM t dATS• A MAIII • • • AtI.MINUMo BUCK OPTIONAL COVER 79.7 66.8 141.6 BE TNTERPO TED BETWEEN SS 1184 150.0 6063 Csheet 14 of 16) 6063-06 511 45• • • • • • • • • • • • • ••• • • • • •• • • • • • • • ••■• • • • • • • • • • • • • •• •• • ••• • • PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS 60t( +) & INT,( -) 819508 MKS. '" -"-- AT '-' 0.C. ANCHORS AT a 0.7 � 1 � . •C E �� ANC. WOOD timi��i�l!8i�a;i� ®" 28 -1/2' 150.0 53 - 1/8' no.o 130.9 150.0 ®" E= ®" 79- 11/16' 131.7 110.2 150.0 ®" ®" ®" 108 -1/4` 38' 108. 89.3 126.7 150.0 150.0 150.0 111' 115.7 96.8 137.3 150.0 150.0 150.0 119 1/4' 150.0 150.0 150 159 -3/8' 104.2 87.2 1 123.7 150.0 150.0 150.0 26 -I /2' 150.0 150.0 150.0 150.0 150.0 150.0 53 - 1/8' 144.8 121.1 ' 150.0 79- 11/16` 111.1 92.9 • 131.8 106-1/4• 90 -5 /8' 87.1 72.6 103.3 111' 94.0 788 111.5 119 -1/ • 658 71.7 101.7 159 -3 /e 62.6 69.1 98.0 150.0 125.8 150.0 26-1/2 150.0 150.0 150.0 150.0 150.0 150.0 53 -1/8' 131.7 110.1 150.0 150.0 150.0 150.0 11/16' 100.7 84.2 119.5 150.0 140.4 150.0 108 -1/4' 758 63.4 89.9 140.7 117.7 En 111' 81.4 60.1 96.8 EmEmE33 119 - 1/4' 73.8 61.7 87.5 138.3 115.7 150.0 26-1/2" 150.0 136.9 150.0 150.0 150.0 53-1A* 88.3 .� 150.0 3500 1500 79 11/16' 97.2 81.3 150.0 1359 ®. 106 - 1/4' 70.5 39.0 917 111' 75.5 63.1 89.8 132.2 170.5 150.0 26 /2' 150.0 128.2 150.0 150.0 150.0 150.0 53 - I/8' 97.0 81.1 115.1 *50.0 1461 150.0 - 11/16` 78' �. 73.8 104.7 150.0 132.8 150.0 108 -1/4' 57.5 81.8 1278 196E 1500 111• 73.5 61.5 57.2 320.6 107.6 150.0 NOTE: VALUES FROM CHARTS MAY BE INTERPOLATED BETWEEN SIZES : \ SIUS CAN ALSO BE USED WITH OPTIONAL WATERBAR •• ••• •\ • ,_• • • •9, • • • • _ -f� • • • •• • • • • • • • • • • • • • • • • • ir'S3 •• ••• •• • • • 1270 • -- i . 625 • r • ••• ••• r - • • • • • • • • • • • • • • • • • • • •• • • • • •• • • •• • • • • • • • RL JRIINUNI BUCK 6063 -75 r •) H! p 01 a a ^ , CONCRETE - 3000 P51 BLOCK = 1924 PSI 21/2'118 ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 5 & 7 FOR wwDOW CAPACITIES USE LOWER APPLICABLE VALUES. a #14 SMS AT 6' FROM ENDS AND 24' 0.C. MAX. 11 I K21 � u� = w l::ri Z� TYPICAL INSTALLATION DFTAIL ON ALL FOUR SIDES /USING ALUMINUM BUCK SYSTEM I 84 II L.903J OPTIONAL COVER 6063 -76 a l 1/4' 018. ULTRACON OR 1/4' OA. KWIK -CON 11 1 -3/8' MIN. CONC. EMBED 1 -1/4 MIN. BLOCK EMBED AT 6' FROM ENDS AND 1 B' OR 8' 0.0. MAX. SEE CHART FOR CAPACITY 01 frommoi n I i � r 28 93000 BUCK OR 93000 STRUCTURES 1' 1654. /14 5M5 AT 6' FROM ENDS AND 24' 0.C. MAO. .065 Engel 10161AYOUN FAR090 STRUCTURES 7 C.AH. 3338 1.125 / MAR 2 6 2009 0 I/4' DIA. ULTRACON OR 1/4 DIA KW1K -CON 11 1 -1/2' MIN. EMBED AT r FROM ENDS AND 16' OR 8' 0.C. MAX. SEE CHART FOR CAPACITY 37,0 X197 3 .4 3i • RR NI ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8 511 1 1_4J a drawing no. I W09 -13 'shoat 15 of 16) PERFORMANCE VALUES OF ALUMINUM BUCK ANCHORS AT MULLION JOINTS EXT.( +) & INT.( TRIBUTARY WK1TH WINDOW HEIGHT ANCHORS INTO HOLLOW BLOCK ANCHORS 1PTO CONCRETE ANCHORS INTO WOOD CLUSTER' CLUSTER ' CLUSTER OF 2 OF 4 OF 6 CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 8 CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 8 18' 26-1/2" 37' 44" 56' 71' -3 /B' 123.4 150.0 150.0 150.0 150.0 150.0 147.6 150.0 150.0 83.8 50.0 50.5 39.7 31.3 150.0 150.0 115.9 150.0 150.0 100.3 150.0 150.0 120.1 150.0 85.2 150.0 150.0 71.8 143.6 150,0 101.0 150.0 71.6 143.3 150.0 60.4 120.8 150.0 79.3 119.0 56.3 112.6 150.0 47.4 94.9 142.3 62.6 93.9 44.4 88.8 150.0 37.4 74.8 112.3 1 8' 26 -1/2' 37' 44' 50-5/8 93.6 150.0 150.0 132.7 150.0 150.0 111.9 150.0 150.0 63.5 - 45.5 38.3 127,1 150.0 90.2 150.0 150.0 76.0 150.0 150.0 91.0 136.5 64.6 129.2 150.0 54.4 106.9 150.0 76.5 114.8 54.3 108.6 150.0 45.8 91.5 137.3 18" 26 -1/2' 37' 44" 63• 75.2 150.0 150.0 106.7 150.0 150.0 89.9 150.0 150.0 51.1 36.6 102.1 150.0 72.5 1449 150.0 61.1 122.1 150.0 73.1 109.7 51.9 103.8 150.0 43.7 87.5 131.2 30.6 61.5 92.3 43.6 87.3 130.9 36.8 73.6 110.3 18' 26 -1/2' 37" 72' 65.8 131.8 150.0 93.3 150.0 150.0 78.7 150.0 150.0 44.7 89.4 134.0 83.4 126.8 150.0 53.4 108.9 150.0 32.0 84.0 96.0 45.4 90.8 I36.2 38.3 76.5 114.8 18' 26 -1/2' 37" 76" 62.3 124.6 150.0 88.4 150.0 150.0 74,5 149.1 150.0 42.3 84.7 127.0 600 120.1 150.0 50.6 ! 101.2 150.0 303 80.6 90.9 43.0 86.0 129.0 38.3 72.5 108.8 PERFORMANCE VALUES OF ALUMINUM BUCK ANCHORS AT MULLION JOINTS EAT.( +) & TNT.( - TRI8UTARY WI DTH WINDOW HEIGHT ANCHORS INTO HOLLOW BLACK ANCHORS INTO CONCRETE ANCHORS LNTO WOOD CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 8 CLUSTER OF 2 CLUSTER OF 4 'CLUSTER OF 6 CLU97EN CLUSTER [CLUSTER OF 2 , OF 4 OF 6 54' 85.8 131.6 150.0 93.3 150.0 150.0 76.7 150.0 ' 150.0 56.4 112.8 150.0 80.0 150.0 150.0 67.4 134.9 150.0 49.3 98.7 148.0 70.0 140.0 150.0 59.0 118.0 150.0 43.9 87.7 131.6 82.2 124.4 150.0 52.4 104.9 150.0 40.5 81.0 121.4 57.4 114.9 150.0 48.4 96.6 145.2 39.5 78.9 118.4 56.0 112.0 150.0 47.2 94.4 141.6 37.8 75.2 112.8 53.3 50.9 106.7 150.0 45.0 89.9 134.9 35.9 71.8 107.6 101.8 150.0 42.9 85.6 128.7 34.3 32.9 68.6 103.0 48.7 97.4 146.1 41.0 82.1 123.1 659 98.7 45.7 93.3 140.0 39.3 76.7 118.0 30.4 60.7 91.1 43.1 86.2 129.2 36.3 72.6 108.9 r r V* 1-1 $ v ° v 59.2 118.4 150.0 84.0 150.0 150.0 70.8 141.6 150.0 50.7 101.5 150.0 72.0 144.0 150.0 60.7 121.4 f 150.0 44.4 88.8 133.2 63.0 126.0 150.0 53.1 108.2 150.0 39.5 78.9 118.4 500 112.0 150.0 47.2 94.4 141.6 36.4 72.9 109.3 51.7 103.4 1500 43.6 87.1 130.7 35.5 71.0 106.6 50,4 100.8 150,0 42.5 65.0 127.4 33.8 87.7 101.5 48.0 96.0 144.0 40.5 60.9 121.4 32.3 64.6 96.9 45.8 91.8 137.5 38.8 77.2 115.9 30.9 61.8 92.7 439 87.7 131.5 38.9 73.9 110.8 N N Mf r7 n p d 86' 53.8 107.8 150.0 78.4 150.0 150.0 64.4 128.7 150.0 46.1 92.3 138.4 65.5 130.9 150.0 55.2 110.3 150.0 40.4 80.7 121.1 57.3 114.5 150.0 48.3 96.5 144.8 35.9 719 107.6 50.9 101.8 150.0 42.9 85.8 128.7 86.2 99.4 47.0 94.0 141.0 39.6 79.2 118.8 _ 33.1 32.3 64.6 98.9 45.8 91.8 137.9 38.6 1 77.2 115.9 30.8 61.5 92.3 43.8 97.3 130.9 38.8 73.6 110.3 N N rf n �1 r 'g 49.3 98.7 146.0 70.0 140.0 1500 59.0 1180 150.0 42.3 84.6 126.9 60.0 120.0 150.0 50.6 101,1 150.0 37.0 74.0 111.0 52.5 105.0 150.0 44,3 88.5 132.8 32.9 859 _ 98.7 46.7 93.3 140.0 39.3 78.7 118.0 _ 30.4 60.7 91.1 43.1 88.2 129.2 36.3 72.6 106.9 H N N rI 76' - 46.7 93.5 140.2 66.3 132.6 150.0 55.9 1119 150.0 - 40.1 50.1 120.2 56.8 113.7 150.0 47.9 95.6 143.7 35.1 70.1 105.2 49.7 99.5 1492 41.9 83.8 125.8 31.2 62.3 93.5 44.2 88.4 132.6 37.3 j 74.5 111.8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 80 • 0 0 00 •• ••• • • • ••• • • x •• ••• • • • • • 00 • • • • • • • • • • • • • • • • • •• ••• •• • • • •• ALUMINUM BUCK ANCHORS ADJACENT TO MULLIOiT • • ••• ALL OTHER ALUMINIZVI :BU :K OR • ••• • • • AS PER SPI IT :4 • • •• 8 • • • • ••• • TRIBUTARY WIDTH - W I W1 W2 104 MUUI1Y SEE 91T 8 OF 11 X or 0 X or 0 111 111 CLUSTER OF 2, 4. OR 6 ANCHORS (SEE CHARTS ABOVE). ALL OTHER BUCK ANCHORS AS PER SHEET 15. NOTE: ALUMINUM BUCKS ARE SUPPUED WITH CLUSTER OF 2 (1 SCREW HOLE PER SIDE) STAN EXTRA HOLES MUST BE FIELD DRILLED IF REQUIRED. Ent: OR. HUMAYOUN FSROCO STRt:C1L'0ES FLA. PE J 16557 CAN. 3538 .0. -.0402. 2.42 MAR 2 ? ZUU9 NOTE: VALUES FROM CHARTS MAY BE INTERPOLATED BETWEEN SIZES SCREWS IN CLUSTER 2 IV x 5I W09 -13 r9heet 160 1f 6) a♦ MIAMI -DAADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: e 0109 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.eov/buildinacode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD 780" Aluminum Sliding Glass Door — L.M.I. APPROVAL DOCUMENT: Drawing No. 8100 -11, titled "Ahura. Sliding Glass Door, Impact ", sheets 1through 23 of 23, dated 05/01/07 with revision A dated 11/08/07, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise no e' e1r RENEWAL of this NOA shall be considered after a renewal application has been filed no change in the applicable building code negatively affecting the X41, g g Y g performance of this pr. CtJ ' TERMINATION of this NOA will occur after the expiration date or if there has beena•iisidn in the materials, use, and/or manufacture of the product or process. Misuse of this NOAr atr an of any product, for sales, advertising or any other purposes shall automatically terminattj to comply with any section of this NOA shall be cause for termination and removal of N � • •;1!�r+� ar i ADVERTISEMENT: The NOA number preceded by the words Miami -Dade �... ;� � Y , • followed by the expiration date may be displayed in advertising literature. If any p91 , pf 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 manufartur f pr its • distributors and shall be available for inspection at the job site at the request of the Buildhfg Official . " • This NOA revises NOA # 07- 0607.02 and consists of this page 1 and evidence pages E -1 and E -2, as welt as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No. 08- 1202.11 Expiration Date: August 02, 2012 Approval Date: March 18, 2009 Page 1 • • • • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8100 -11, titled "Alum. Sliding Glass Door, Impact ", sheets lthrough 23 of 23, dated 05/01/07 with revision A dated 11/08/07, prepared by manufacturer, signed and sealed by Lucas A. Tumer, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass door, prepared by Architectural Testing, Inc., Test Report No. ATI- 8124.01 - 401 -18, dated 11/13/08 respectively, signed and sealed by Joseph A. Reed, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL- 5618, dated 06/21/08 and FM-5619, dated 07/07/08 respectively signed andeeed by Carlos S. Rionda, P.E. • • • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 ' ..' • 2) Uniform Static Air Pressure Test, per FBC, TAS 20 • 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 213n4 • • • • 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS Z02 -94 . Along with marked -up drawings and installation diagram of aluminum SlidintGlass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(ds). FM- 5254, dated 05/17/07 and FTL -5273 dated 05/07/07 respectively, sitiled'and sAid8 by Carlos S. Rionda, P.E. (Submitted under previous NOA # 07 -0607.02) E -1 Jaime D. Gascon, ' .E. Chief, Product Control Division NOA No. 08-1202.11 Expiration Date: August 02, 2012 Approval Date: March 18, 2009 .' • • • • • • • • • • • • PGT Industries G. OTHERS NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by manufacturer, dated 11/26/08, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB, Interlayer" dated 01 /05 /06, expiring on 12/11/10. 3. Notice of Acceptance No. 06- 0216 .06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. 4. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their "Vanceva Composites Glass Interlayer" dated 7/17/08, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance, dated November 26, 2008, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated November 26, 2008, signed and sealed by Lucas A. Turner, P.E. 3. Laboratory compliance letter for Test Report No. ATI- 8124.01- 401 -18, issued by Architectural Testing, Inc., dated 11/13/08, respectively, signed and sealed by Joseph A. Reed, P.E. •••• 4. Laboratory compliance letter for Test Report No(s). FTL -5618, dated 015/21/08" " FM-5619, F-5619, dated 07/07/08, FTL -5254, dated 05/17/07 and FTL -52"l dated 0 issued by Fenestration Testing Laboratory, Inc., respectively, signekl„4441,sealed by Carlos S. Rionda, P.E. •••• • • (Submitted under previous NOA # 07- 0607.02) • •••• " • E -2 •• •• •• • • • • • •• 1. Notice of Acceptance No. 07- 0607.02, issued to PGT Industries foi t'ti r `Series SQD 780 Aluminum Sliding Glass Door (Reinforced /Non - Reinforced) — .impact ", aflild'&d on 08/02/07 and expiring on 08/02/12. • ' • •• • • • • Jaime D. Gascon, P. Chief, Product Control Division NOA No. 08- 1202.11 Expiration Date: August 02, 2012 Approval Date: March 18, 2009 • •• • • • • • • • • • • • GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) A GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED A = ANNEALED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS SVS = .075 SOLUTIA VANCEVA STORM DBPVB = .090 DUPONT BUTACITE PVB 1,3 - 7/16" LAMI: (1) LITE OF 3/16" A GLASS AND (1) UTE OF 3/16" HS GLASS W/ AN .090 SOP OR .075 SVS INTERLAYER. 2,4 - 7/16" LAM: (2) LITES OF 3/16° HS GLASS WITH AN .090 SGP OR .075 SVS INTERLAYER. 5,6 - 7/18" LAMI: (1) LITE OF 3/16° A GLASS AND (1) UTE OF 3/16" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 7,9 - 9/16" LAMI: (1) UTE OF 1/4" A GLASS AND (1) UTE OF 1/4° HS GLASS W/ AN .090 SOP OR .076 SVS INTERLAYER. 8,10 - 9/16" LAMI: (2) UTES OF 1/4" HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYER. 11,12 - 9/16" LAMI: (1) LITE OF 1/4" A GLASS AND (1) LITE OF 1/4" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 13,15 -1 1/16° LAM1 1.0. 3118° T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMI: (1) LITE OF 3/16° A GLASS AND (1) UTE OF 3/16" HS GLASS W! AN .090 SGP OR .075 SVS INTERLAYER 14,16 - 1 1/16' LAMI I.G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16° LAM1: (2) LITES OF 3/16° HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYER. 17,18 -1 1/16" LAMI I.G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMI: (1) LITE OF 3/16" A GLASS AND (1) LITE OF 3/16" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 19,21 -1 1/16" LAMI I.G. 3/16" TEXT. CAP + 5/16° AIR SPACE + 9/16" LAMI: (1) UTE OF 1(4" A GLASS AND (1) UTE OF 1/4" HS GLASS W/ AN .090 SGP OR .076 SVS INTERLAYER. 20,22 -1 1/16" LAMI I.G. 3/16" T EXT. CAP + 5/18° AIR SPACE + 9/16° LAMI: (2) LITES OF 1/4" HS GLASS W/ AN .090 SOP OR .076 SVS INTERLAYER. 23,24 -1 1/16" LAMI I.G. 3/16" T EXT. CAP + 5/16" AIR SPACE + 9/16" LAMI: (1) LITE OF 1/4" A GLASS AND (1) UTE OF 1/4" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 25,27 - 1 1/16" LAMI 10. 1/4" T EXT. CAP + 5 /16° AIR SPACE + 7/16" LAMI: (1) UTE OF 3/16" A GLASS AND (1) LITE OF 3/16" HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYER 26,28 -1 1(15° LAMI I.G. 1/4" T EXT. CAP + 5/16° AIR SPACE + 7/16° LAMI: (2) LITES OF 3/16° HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYER. 29,30 -1 1116" LAMI I.G. 1/4° T EXT. CAP + 5/16° AIR SPACE + 7/16° LAMI: (1) LITE OF 3/16" A GLASS AND (1) LITE OF 3/16" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 31,33 -1 1/16" LAMI I.G. 1/4° T EXT. CAP + 1/4" AIR SPACE + 9/16° LAMI: (1) LITE OF 1/4" A (LASS AND (1) LITE OF 1/4" HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYER. 32,34 -1 1116" LAMI I.G. 1/4" T EXT. CAP + 1/4° AIR SPACE + 9/16" LAMI: (2) LITES OF 1/4" HS GLASS W( AN .090 SOP OR .075 SVS INTERLAYER. 35,36 -1 1/16° LAMI I.G. 1/4" T EXT. CAP + 1/4° AIR SPACE + 9/16" LAMI: (1) LITE OF 1/4" A GLASS AND (1) UTE OF 1/4° HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 4 THROUGH 13. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL-5254, FTL -5273, FTL -5618, FTL -5619, ATI- 81241.01.401 -18-81 ELCO TEXTRON NOA 07- 0425.01, 03- 0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONN§TRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPUANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. pA ®ON FIGURATIONS: STRAIGHT DOORS - MAXIMUM 4 TRACKS BY 10 FT. (120") HIGH WITH A MAXIMUM OF EIGHT 5 FT. NOMINAL WIDE DOOR PANELS. INSIDE OR OUTSIDE CORNER DOORS - MAXIMUM OF 4 TRACKS BY 10 FT. (120") HIGH WITH A MAXIMUM OF FOUR 5 FT. PANELS EACH SIDE OF CORNER. SEE EXAMPLE ELEVATIONS, SHT. 13 AND PANEL CONFIGURATIONS SHT. 14. / X XO, OX, XX • • • • .• / / OXO, OXX, OXX, XXX OXXXXO, XXXXXO, OXXXXX, XXXXXX • • - OXXXX�O, )000(X)(0, 0)0000X, )000000( / r OXXO,XXXO,O)0X,MOO( / / r / / 0X0X0 XXXXO,OXXXX,XXXXX / / / / / / / / O XXXXX(O, )000000(0, OXXXXXXX, XXX)000(X SSPVB = .090 SOLUTIA V*Wik F.K v,"olmE� pyy, J-L I IOY/XJfie1 1101.7 8/1/07 rana�c • • • • • • • • • • • • • • • • • • •• • • • �eArms 1 � REV�N0767A� • A�IDG�LC�ITAIY& 1070 TECHNOLOGY DRIVE NOKOMIS. R 34278 P.O. B X 1520 NOKOMIS, R 34274 Visibly Better. GENERAL NOTES AND MAP ALUM. SLIDING GLASS DOOR, IMPACT Immo NTS 1 m 23 49100 -11 I A SAFLEX PVB NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2-3 ANCHORAGE 4 -13 DESIGN PRESSURES 4-9 ELEVATIONS 14 CONFIGURATIONS 14-15 VERT. SECTIONS 16-17 HORIZ. SECTIONS 18-20 PARTS LIST 21 EXTRUSIONS 22 -23 ( 1/7,647 Lucas A Turner, P.E. PE 08201 Mel aNCel ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •• • • •I GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) A GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED A = ANNEALED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS SVS = .075 SOLUTIA VANCEVA STORM DBPVB = .090 DUPONT BUTACITE PVB 1,3 - 7/16" LAMI: (1) LITE OF 3/16" A GLASS AND (1) UTE OF 3/16" HS GLASS W/ AN .090 SOP OR .075 SVS INTERLAYER. 2,4 - 7/16" LAM: (2) LITES OF 3/16° HS GLASS WITH AN .090 SGP OR .075 SVS INTERLAYER. 5,6 - 7/18" LAMI: (1) LITE OF 3/16° A GLASS AND (1) UTE OF 3/16" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 7,9 - 9/16" LAMI: (1) UTE OF 1/4" A GLASS AND (1) UTE OF 1/4° HS GLASS W/ AN .090 SOP OR .076 SVS INTERLAYER. 8,10 - 9/16" LAMI: (2) UTES OF 1/4" HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYER. 11,12 - 9/16" LAMI: (1) LITE OF 1/4" A GLASS AND (1) LITE OF 1/4" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 13,15 -1 1/16° LAM1 1.0. 3118° T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMI: (1) LITE OF 3/16° A GLASS AND (1) UTE OF 3/16" HS GLASS W! AN .090 SGP OR .075 SVS INTERLAYER 14,16 - 1 1/16' LAMI I.G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16° LAM1: (2) LITES OF 3/16° HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYER. 17,18 -1 1/16" LAMI I.G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMI: (1) LITE OF 3/16" A GLASS AND (1) LITE OF 3/16" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 19,21 -1 1/16" LAMI I.G. 3/16" TEXT. CAP + 5/16° AIR SPACE + 9/16" LAMI: (1) UTE OF 1(4" A GLASS AND (1) UTE OF 1/4" HS GLASS W/ AN .090 SGP OR .076 SVS INTERLAYER. 20,22 -1 1/16" LAMI I.G. 3/16" T EXT. CAP + 5/18° AIR SPACE + 9/16° LAMI: (2) LITES OF 1/4" HS GLASS W/ AN .090 SOP OR .076 SVS INTERLAYER. 23,24 -1 1/16" LAMI I.G. 3/16" T EXT. CAP + 5/16" AIR SPACE + 9/16" LAMI: (1) LITE OF 1/4" A GLASS AND (1) UTE OF 1/4" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 25,27 - 1 1/16" LAMI 10. 1/4" T EXT. CAP + 5 /16° AIR SPACE + 7/16" LAMI: (1) UTE OF 3/16" A GLASS AND (1) LITE OF 3/16" HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYER 26,28 -1 1(15° LAMI I.G. 1/4" T EXT. CAP + 5/16° AIR SPACE + 7/16° LAMI: (2) LITES OF 3/16° HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYER. 29,30 -1 1116" LAMI I.G. 1/4° T EXT. CAP + 5/16° AIR SPACE + 7/16° LAMI: (1) LITE OF 3/16" A GLASS AND (1) LITE OF 3/16" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 31,33 -1 1/16" LAMI I.G. 1/4° T EXT. CAP + 1/4" AIR SPACE + 9/16° LAMI: (1) LITE OF 1/4" A (LASS AND (1) LITE OF 1/4" HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYER. 32,34 -1 1116" LAMI I.G. 1/4" T EXT. CAP + 1/4° AIR SPACE + 9/16" LAMI: (2) LITES OF 1/4" HS GLASS W( AN .090 SOP OR .075 SVS INTERLAYER. 35,36 -1 1/16° LAMI I.G. 1/4" T EXT. CAP + 1/4° AIR SPACE + 9/16" LAMI: (1) LITE OF 1/4" A GLASS AND (1) UTE OF 1/4° HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 4 THROUGH 13. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL-5254, FTL -5273, FTL -5618, FTL -5619, ATI- 81241.01.401 -18-81 ELCO TEXTRON NOA 07- 0425.01, 03- 0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONN§TRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPUANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. pA ®ON FIGURATIONS: STRAIGHT DOORS - MAXIMUM 4 TRACKS BY 10 FT. (120") HIGH WITH A MAXIMUM OF EIGHT 5 FT. NOMINAL WIDE DOOR PANELS. INSIDE OR OUTSIDE CORNER DOORS - MAXIMUM OF 4 TRACKS BY 10 FT. (120") HIGH WITH A MAXIMUM OF FOUR 5 FT. PANELS EACH SIDE OF CORNER. SEE EXAMPLE ELEVATIONS, SHT. 13 AND PANEL CONFIGURATIONS SHT. 14. / X XO, OX, XX • • • • .• / / OXO, OXX, OXX, XXX OXXXXO, XXXXXO, OXXXXX, XXXXXX • • - OXXXX�O, )000(X)(0, 0)0000X, )000000( / r OXXO,XXXO,O)0X,MOO( / / r / / 0X0X0 XXXXO,OXXXX,XXXXX / / / / / / / / O XXXXX(O, )000000(0, OXXXXXXX, XXX)000(X SSPVB = .090 SOLUTIA V*Wik F.K v,"olmE� pyy, J-L I IOY/XJfie1 1101.7 8/1/07 rana�c • • • • • • • • • • • • • • • • • • •• • • • �eArms 1 � REV�N0767A� • A�IDG�LC�ITAIY& 1070 TECHNOLOGY DRIVE NOKOMIS. R 34278 P.O. B X 1520 NOKOMIS, R 34274 Visibly Better. GENERAL NOTES AND MAP ALUM. SLIDING GLASS DOOR, IMPACT Immo NTS 1 m 23 49100 -11 I A SAFLEX PVB NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2-3 ANCHORAGE 4 -13 DESIGN PRESSURES 4-9 ELEVATIONS 14 CONFIGURATIONS 14-15 VERT. SECTIONS 16-17 HORIZ. SECTIONS 18-20 PARTS LIST 21 EXTRUSIONS 22 -23 ( 1/7,647 Lucas A Turner, P.E. PE 08201 Mel aNCel ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •• • • EXTERIOR 3/16" HS GLASS ® .090 SGP OR .075 SVS 3/16" HS GLASS 7/16" NOM. 28OR44 .65" NOM. GLASS BITE A 7/16' LAMI GLASS TYPES 2 & 4 A EXTERIOR 1/4" HS GLASS .090 SGP OR .075 SVS 1/4" HS GLASS 9/16" NOM. • • • ® 9/16" LAMI GLASS TYPES 8 & 10 ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • ••• • • • • • • 1070 1ECMNQ WGYOWVE NOKOMIS, PL 34276 P.O. BOX 1618 NOXOMIS, FL 90274 EXTERIOR 3/16° HS GLASS .090 DBPVB SSPVB. SOP OR .075 SVS 3/15" A GLASS 7116" NOM. GLAZING TYPE OPTIONS KEYS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED A = ANNEALED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS SVS = .075 SOLUTIA VANCEVA STORM DBPVB = .090 DUPONT BUTACITE PVB SSPVB = .090 SOLUTIA SAFLEX PVB EXTERIOR 1/4" HS GLASS .090 DBPVB SSPVB, SGP OR .075 SVS 1/4" A GLASS 9/16" NOM. LAM GLAZING DETAILS .65" NOM. GLASS BITE A 7/16" LAMI GLASS TYPES 1, 3, 5 & 6 .65" NOM. GLASS BITE ® 9/16" LAMI GLASS TYPES 7, 9, 11 & 12 ALUM. SLIDING GLASS DOOR, IMPACT awe tlearlq0b. eutflame X 1 2 023 8100 -11 ntovuer dying REVISED vandal Batklicii Code oft Lucas A. Turner, P.E. PE $16201 Mechanical OUTSIDE 3/18" HS GLASS ®.090 SGP OR .075 SVS 3/16" HS GLASS 3/8" AIR SPACE 3/18" OR 1/4" T 1 1/16" NOM. OUTSIDE 3/18' HS GLASS .090 DBPVB. SSPVB. SOP OR .075 SVS 3/18" A GLASS 3/8" AIR SPACE 3/16 "OR1 /4'T 1 V18" NOM. 1 1/16" LAMI I.G. TYPES 14, 16, 26 & 28 1 1/16" LAMI I.G. TYPES 13, 15, 17, 18, 25, 27, 29 & 30 GLAZING TYPE OPTIONS KEYS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED A = ANNEALED INTERLAYER TYPES - SOP = .090 DUPONT SENTRY GLAS PLUS SVS = .075 SOLUTIA VANCEVA STORM DBPVB = .090 DUPONT BUTACITE PVB SSPVB = .090 SOLUTIA SAFLEX PVB OUTSIDE 114" HS GLASS .090 SGP OR .076 SVS 1/4" HS GLASS 3/8' AIR SPACE 3/16"OR1/4 "T 1 1/16" NOM. 1 1 /16 "1.ANIr4.G. 'YYP 25 g 22 A OUTSIDE 1/4" HS GLASS .090 DBPVB. SSPVB SOP OR .076 SVS 1/4" A GLASS 3/8" AIR SPACE 3/16" OR 1/4" T 1 1118" NOM. 1 1/16" LAMI I.G. TYPES 19, 21, 23, 24, 31, 33, 35 & 36 PRODUCT REVISED as masayips wb the Florida Balding Code Acceptance No • :_ ..._�.. • ) . ANNA Ar Asnelbt Rester FIG Omer F.IG err • • • ••• ••• • • • • • • • • • • avast. =• D O NTEIWAY ERC400B 01DClFMA GNAW 13A • • • • • • • XXIXJW7 • • • • • • •• • • 1070 TECHNOLOGY DRIVE NOKOMI9, FL N276 P.O. BQX 1629 NOKOMI$, FL 34274 PIG" Vtribly Better LAMI I.G. GLAZING DETAILS mr ALUM. SLIDING GLASS DOOR, IMPACT a ratoa.e sac aNN! drew*. Air 9e0780 1X 3 a 23 8100 -11 A Lucas A. Doter, P.E. PE •88201 Medrenlcal ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • •• •• ••• • • • ••• • • DESIGN PRESSURE AND ANCHORAGE - NO REINFORCEMENT - 4 1/2" OR 5 1/4" SILL SEE NOTES BELOW FOR OTHER SILLS1 TABLE 1, LamI 7/16 Ann/Hoat w/ SOP or SYS Interlayer >HEAD & SILL (H&S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL GLASS - 1 YPtSt 1 3 >JAMB ANUMUM QTY. T. >P-MWK ANCHOR QTY. (SEE DETAIL SM I. 13) DOOR HEIGHT 80" (88) 84" (70) 90" (78) ( 96" (80) 102° (86) 08" (90) 114" (98) 120" (100) NOAH PANEL WIDTH FRAME SIDE ONOO '1 ONOO QOOM 'E'Zi ONOO 't ONO° 'Z COOM E'Z ONOO 't ONOO 'Z 000M ONOO 't ONOO aooM 'El 3N00'1 ONOO a M 'E'Z ONOO '1 ONOO 'Z CIOOM 'E'Z ONOO 3N00 GOON `Ez 3NOO ' 1 0N00 000N1 'E Z TABLE 1A. SILL HT. VS POS. DP SILL HEIGHT POS. DESIGN PRESSURE DESIGN PRESS. +80) -80 +80/-80 +8W-80 +801 -80 +80/ -70 +601-70 +80-70 +80/ -70 24" (20) H&S C4 +1 C4 +1 04 +1 C4+1 C4 +1 04+1 04+1 ' C4 +1 C4+1 04 +1 04+1 04+1 C4 +1 C4 +1 C4 +1 04 +1 C4 +1' 04 +1 04+1 04+1 C4+1 C4 +1 04+1 04 +1 JAMB 8 8 8 8 8 8 9 9 9 9 9 9 10 10 10 10 10 10 11 11 11 11 11 11 P-HOOK 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 5 6 5 6 8 6 6 6 6 1 5/8" N/A DESIGN PRESS. +87 .0 +80/-80 +80/-80 +801 -80 +801-70 +80/ -76 +6770 +6770 30" (28) H&S C4+1 C4+1 C4 +1 04+1 04+1 C4+1 C4+1 C4 +1 C4 +1 04+1 C4 +1 C4 +1 C4+1 C4 +1 C4+1 C4 +1 C4 +1 04 +1 C4 +1 C4+1 04 +1 C4 +1 C4+1 C4 +1 23/4" +50.0 PSF JAMB 8 8 8 8 8 8 9 9 9 9 9 9 10 10 10 10 10 10 11 11 11 11 11 11 P - HOOK 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 6 5 5 6 6 6 6 6 6 3 1/2" +73.3 PSF DESIGN PRESS. +801 +80%60 +801 +80/ +60/ - 70 +601 +80/ +80/ 38" (30) H&S 04+1 04 +1 04+1 C4 +1 C4 +1 C4+1 C4+1 C4 +1 04 +1 C4 +1 04 +1 C4 +1 01+1 C4+1 C4 +1 C4 +1 C4 +1 C4 +1 04 +1 04 +1 C5 +1 04 +1 01+1 C5+1 4 1/2" +80.0 PSF JAMB 8 8 8 9 8 8 9 9 9 10 9 9 10 10 10 10 10 10 11 11 11 11 11 11 P-HOOK 4 4 5 4 4 5 5 5 5 5 5 5 5 5 5 6 5 6 6 6 6 6 8 6 5 1/4° +80.0 PSF DESIGN PRESS. +87430 +87.80 +80/ +80/40 +80/ +601-70 +60/70 +60/ - 69.7 42" (36) H&S C4+1 C4 +1 C4+2 (."4+1 C4 +1 C4 +2 C4 +1 C4 +1 04 +2 C4 +1 C4+1 C4 +2 04 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4+1 C4+2 C4+1 04 +1 C5+2 SEE NOTES 1 JAMB 9 8 8 10 8 8 10 9 9 11 9 9 11 10 10 11 10 10 12 11 11 12 11 11 P -HOOK 4 4 5 4 4 5 5 5 6 6 5 8 6 5 6 5 5 8 6 6 8 8 6 7 DESIGN PRESS. +801.80 +601-60 +77/ -77 +72.3/ -72.3 +60/47.3 +87$23 +59459 +5 .1/ - 571 H&S C4+1 04 +1 C4+2 C4 +1 C4 +1 C4+2 C4+1 C4 +1 C4 +2 C4 +1 C4 +1 04 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4+2 C4 +1 04+1 04 +2 48°(40) JAMB 10 8 8 11 8 8 11 9 9 11 9 9 11 10 10. 11 10 10 11 11 11 12 11 11 P-HOOK 4 4 6 4 4 6 5 5 8 5 5 6 5 5 6 6 5 6 8 6 8 6 6 8 DESIGN PRESS. +801.80 +77.3/ -77.3 +71.8/-71 8 +68.5/ .5 PANELS OVER 48" WIDE NOT AVAILABLE OVER 98° HIGH H&S C4 +2 04+1 C4 +3 C4 +1 04 +1 C5 +2 C4+1 C4 +1 05+2 C4 +1 C4 +1 C5+2 54" (48) JAMB 11 8 9 12 8 9 12 9 9 12 9 9 -HOOK 4 4 8 4 4 6 5 5 8 5 5 8 DESIGN PRESS. +75.2/752 +71.8/ -71 8 +67/.67 +61.8/ -61.8 H&S C4 +2 C4 +1 C4+3 04 +2 C4 +1 C4 +3 C4+2 C4+1 C4 +3 C4 +1 C4 +1 C5+2 80° (50) JAMB 12 9 9 1 12 9 9 12 9 9 12 9 9 P-HOOK 4 4 8 4 4 8 6 5 6 5 5 8 PRODUCT REVISED as complying with IJ Fladda Building Code Ascapteace No O : - 202.11 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 41/2" OR 5 1/4" SILL. 2. WHEN USING THE 2 3/4" SILL POSITIVE DP IS 50 PSF MAX. AND WITH THE 31/2" SILL, POSITIVE PRESSURES IS 73.3 PSF MAX OH LENGTH I iii � �� ) � (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A 3.2 3/4 ", 31/2", 41/2° AND 61/4° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 6/8" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PRO G AN VERL�(IAANNG COIjVNIPLY�IiG WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); OH THIS CONDITION IS NO4I�F 11/AVRATFiL.TF;ATON• HEIGHT 4. ANCHOR TYPES: 1.1J49ELCO UL $(FORAE R POQN) 2.1/4" ELCO SS4 CRETE -FLEX 3. *12 STEEL SCREW (G5) 5. SEE SHEETS 10 THROUGl1 3 F H E P AN!)FMBEDMENT INFORMATION. 6. GLASS TYPE KEYS: (SEEM T6e'w HEEii FOACOMPLOTEIDESCRIPTIONS) I 11 OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 cc OR GREATER 0 i "Ti ‘7./...._ , . ( ( 727#/' /2/� 1 1 Lucas A. Turner. P.E NW Mechanical 1,3 - 7/16" LAMI (AN -HS W/ SGP OR SW) SEE NOTE 3 ® F.K Oman FJL • 7V&07 ' 3//07 ••• ••• ••• • • 10707ECHNOLOGYOWE NOKOMIS, R. 34178 P.O. BOX 1829 NOKOA9& FL 34114 Visibly Better DP AND ANCHORAGE, LAMI TABLE 1 ____ 'M. ALUM. SLIDING GLASS DOOR IMPACT , r-� .� 0P yy .. • r ' ..1." . 4,-, . , , • .* ,,,7, n eN�Rtak 8017790 ewt NTS ec 4 s 23 omtQ 8100 -11 sax A • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• ••• • • • 000 • • DESIGN PRESSURE AND ANCHORAGE - NO RENFORCEMENT • 4 1/2" OR 5 1/4" SILL (SEE NOTES effl.ow FOR OTHER SILLS1 TABLE Z. CLUSTER LamI 9/18 Annfileat w/ SOP or SYS Intarlayer >HEAD & SILL (H&S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL PLUS ANCHOR QTY. PER PANEL GLASS 1 M8; 7, 8 >JAMB ANCHOR QTY. >P -HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) DOOR/1E}G14T 80" (68) 84" (70) 90" (76) I 96" (80) ' 102' (88) 108" (80 1 14" (96) 120" (100) FRAME SIDE m il ONO° aa am 'E ONOO 't ONOO'E COOM're ON00 DOOM 'E Z ONO3 't ONO3 'Z 1300M 'ET WOO ' 1. ONOO 'L 000M 'E z 3N00 ONOO 'Z OOOM ' Ez 3N00 0NO3 'L aooM Ez ONOO 3NO3 'Z aoonn 'E z TABLE 2A. SILL HT. VS POS. DP SILL HEIGHT POS. DESIGN PRESSURE DESIGN PRESS. +80/ -80 +60/ -80 +80!$0 +801 +601 -70 +60146 +6000 +80/- -70 H&S C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4+1 C4 +1 C4 +1 C4+1 C4 +1 C4 +1 04 +1 C4 +1 C4 +1 C4 +1 C4 +11 C4 +1 C4 +1 C4 +1 04 +1 C4 +1 04 +1 C4+1 8 8 8 8 8 10 10 10 10 0 1 11 11 11 11 11 11 P-HOOK 4 4 4 4 4 4 5 6 6 6 6 fi 5 fi 6 6 6 6 6 1 5/8" N/A DESIGN PRESS. +80%01) +801 -80 +80.80 +801 -80 +60/-70 +60/-70 +601 -70 +80/-70 H&S C4 +1 C4 +1 04 +1 C4 +1 C4+1 04+1 C4 +1 04 +1 C4 +1 04 +1 C4 +1 04 +1 04+1 C4 +1 04 +1 C4 +1 C4 +1 04 +1 C4 +1 C4+1 C4 +1 C4+1 C4 +1 C4 +1 2314" +50.0 PSF Y 9 9 9 9 10 10 10 10 10 10 11 11 8 11 11 P HOOK 4 4 4 4 4 4 5 5 5 5 6 5 5 6 6 5 5 5 6 6 B 3 1/2" +73.3 PSF DESIGN PRESS. +801.50 +80/ -80 +80/-80 +80/ -80 +80/ -76 +801 -70 +60/-76 +60/-70 (30) H&S 04+1 104 +11 C4 +1 C4 +1 C4 +1 04+1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4+1 05+1 C4 +1 C4 +1 1 05+1 11 11 4 1/2" +80.0 PSF JAMB 8 8 8 9 8 8 I 1 9 9 9 I 10 9 I 9 F 10 I 10 I 10 10 10 I 10 11 11 11 11 1 1 5 4 4 5 5 6 6 6 5 5 5 5 5 8 6 6 6 6 6 6 6 6 51/4" +80.0 PSF DESIGN PRESS. +80/ -80 +601-80 +801.80 +80/.80 +80/-70 +601 -76 +601-70 +60/ 42" (38) H&S C4+1 C4 +1 C4 +2 C4 +1 C4 +1 04 +2 C4+1 C4 +1 C4 +2 C4 +1 04+1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4+1 C4 +1 C4 +2 C4 +1 C4 +1 C6+2 SEE NOTES 1.3 JAMB 9 8 8 10 8 8 10 9 9 11 9 9 11 10 10 11 10 10 12 11 11 12 11 I 11 P-HOOK 4 4 6 4 4 5 6 6 6 5 5 6 8 5 6 8 6 6 6 6 6 6 8 7 DESIGN PRESS. +50/.80 +80 1-80 +801-80 +80/.50 +60/ -70 +80/ -7 +8W-70 6 I +60/-7 48" (40) 1183 04 +1 04+1 04 +2 04+1 04 +1 04 +2 04+1 04 +1 C5+2 04+1 04 +1 05+2 C4+1 04+1 05+2 04+1 04 +1 06+2 04 +1 04 +1 C6+2 C4+1 04+1 C6+2 JAMB 10 8 8 11 8 8 12 9 9 12 9 10 12 10 10 13 10 10 13 11 11 14 11 11 P-HOOK 4 4 8 4 4 6 5 5 6 8 5 7 5 8 6 6 5 7 8 8 7 6 6 DESIGN PRESS. +80-80 +801 -80 +80%60 +80/-80 PANELS OVER 48" WIDE NOT AVALABLE OVER 98" HIGH 54" (48) H&S C4 +2 04 +1 C4 +3 C4 +2 C4 +1 C4 +3 C4 +2 C4+1 04 +3 C4 +2 04 +1 C5+3 JAMB 11 8 9 12 9 9 13 9 10 14 10 11 P -HOOK 4 4 6 4 4 6 6 5 7 8 6 7 DESIGN PRESS. +801 +80/-80 +78.1/- .1 +7101- 9 H&S C4+2 04 +1 04 +3 04 +2 C4 +1 05+3 C4+2 C4+1 08+3 C4 +2 C4 +1 C5+3 60' (60) JAMB 12 8 10 13 9 10 14 10 11 14 10 11 P-HOOK 4 4 7 4 4 7 5 6 7 5 5 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 41/2" OR 51/4" SILL r OH LENGTH 1 2. WHEN USING THE 2 3/4" SILL, POSITIVE DP IS 50 PSF MAX AND WITH THE 31/2" SILL, POSITIVE PRESSURES IS 73.3 PSF MAX. 4. �• (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3.2 3/4 ", 31/2 ", 412" AND 61/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 5/8" SILL IS NOT AND MUST ON BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PaO1LC?Lb:3YZN PVF N/1 CQMP WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS N RATED FAR WAiERaINRILTEKILONe HEIGHT 4. ANCHOR TYPES: 1. 1/ CQ (FFQRI Et 1 fAPCDtl) 2. 1/4" ELCO SS4 CRETE -FLEX 3.812 STEEL SCREW (05) 6. SEE SHEETS 10 THRO "L F 13 Altel:/WCCy- SP CI G 4ND EMBEDMENT INFORMATION NTH HEIGHT EQUAL TO 1 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) 7,9 - 9/16" LAMI (A HS W/ SOP OR VS_) SEE N.O T V v • • Am"der. 011w Swab= • _ .. ••• • • • • • • • • 1070TECHNOLOGY DRIVE NOK078<8. it 34275 P.O. 64X 7G19 NOKOMIS FL 34279 Viably Better mmombor DP AND ANCHORAGE, LAMI TABLE2 fare ALUM. SLIDING GLASS DOO IMPACT grader • • • • • • • • •• • • • • B ' • • ' MS FABLE • • • • • F.K Rem* FJC 77/841 8/1!67 .4 *lab%EV II ASE Nem + 6 NTS 5 m 23 I u.dow 810041 A • ••• ••••••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • •• • •• ••• • • • • • ••• • • • DESIGN PRESSURE AND ANCHORAGE - FULL REINFORCEMENT - 6 114" SILL (SEE NOTES BELOW FOR OTHER SILLS), TABLE 3. Lam! 7/16 or 9/16 Heat1H•at w/ SGP or SVS Interioyer >HEAD & SILL (H&S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 2, 4, 8, 10 >JAMB ANCHOR QTY. >P -HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) DOOR HEIGHT 80" (88) 84" (70) 90" (76) 98" (80) 02" (88) 108" (80) 114" (98) 120° (100) PANEL PANE WIDTH FRAME SIDE o "! $ 1 a e7 $ a .- of H 8 of a N o 3 TABLE 3A SILL HT. VS POS. DP SILL HEIGHT POS. DESIGN PRESSURE DESIGN +1081 -115 +1051 -115 +105/ -115 + 1051 -115 +1051_11 + 051_11 +1051.1 {5 +105/ -11 H&S C4+1 C4+11 04 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 04 +1 C5+1 C4 +1 04 +1 05+1 C4 +1 04 +1 C5+1 24" (20) JAMB 8 8 8 8 8 8 9 9 9 9 9 9 10 10 10 11 10 10 11 11 11 12 11 11 P -HOOK 4 4 4 4 4 6 5 5 5 5 5 5 5 5 6 5 5 8 8 8 8 8 6 8 1 5/8" N/A DESIGN PRESS. +105/ -11 +105/ -115 +105/ -115 +105/ -11 +105/ 45 +105/ -1(5 +105/ -115 +105/ -115 H&S C4 +1 04 +1 C4 +1 04+1 C4+1 05+1 C4+1 04 +1 05+1 C4 +1 C4 +1 C5+1 C4 +1 04 +1 C8+1 C4 +1 C4+1 C8+1 C4+1 C4+1 It 08+1 C4 +1 C4 +1 C7 +1 23/4" +50.0 PSF 30" (28) JAMB 9 8 8 10 8 8 11 9 9 11 9 9 12 10 10 13 10 10 14 11 11 14 11 11 P 4 4 5 4 4 8 5 5 6 5 5 8 5 5 6 5 5 7 6 6 7 8 6 7 31/2° +73.3 PSF DESIGN PRESS. +105/ -115 +105/ -1f5 + 05/ -11 + +05/-115 +105/ -115 +1051 -11 +105/ -115 +1051 -115 H&S C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 05+2 C4 +1 04 +1 C5+2 C4 +1 C4 +1 08+2 C4 +1 C4+1 C8+2 C4 +1 C4 +1 08+2 C4 +1 C4 +1 C7 +2 C4 +1 C4 +1 C7 +2 4 )/2" +100.0 PSF 36° (30) JAMB 11 8 9 12 8 9 12 9 10 13 10 10 14 10 11 15 11 12 16 11 12 17 12 13 P-HOOK 4 4 6 4 4 6 . 105/ 5 5 7 5 5 7 5 5 7 5 5 8 6 8 8 8 6 9 5 1/4" +105.0 PSF DESIGN PRESS. +1051 - 115 + - 11 5 +105/ -115 +105/ -115 +1051-115 +105/ -115 1 � +1051 -1 5 +1051 -115 H&S C4+1 C4 +1 C5+2 C4 +1 C4 +1 C8+2 C4 +1 C4 +1 06+2 C4 +1 C4+1 C7 +2 04 +1 C4 +1 C7 +2 04+1 C4 +1 C8 +2 C4+1 C4+1 C8+2 05+1 C4 +1 09+2 42" (38) JAMB 13 9 10 13 10 10 14 10 11 15 11 12 18 12 13 17 12 13 18 13 14 19 14 15 SEE NOTES 1-3 P, -HOOIZ 4 4 7 4 4 7 5 5 7 5 5 8 5 5 8 5 6 9 8 8 9 6 8 10 PRODUCT REVISED as complying With the Flaride ° . Atee�eeND of; 2 •�' I DESIGN PRESS. +105/ -1 5 +105/ -115 +105/ -1 fa +1051 -115 +105/ -115 +105/ -1(5 +105/ -115 +1051414.1 145 04 +2 C4 +1 C5+3 C4 +2 C4 +1 06+3 C4 +2 C4+1 C8+3 C4 +2 C4+1 C7 +3 C4 +2 04+1 C7 +3 C4 +2 C4 +1 08+3 C4 +2 C4+1 09+3 04 +2 C4 +1 C9+3 48"(40) JAMB 14 10 11 15 11 12 16 12 12 17 12 13 18 13 14 20 14 15 21 15 18 22 15 17 P-HOOK 5 4 7 6 4 8 5 5 8 5 5 9 8 5 9 8 5 10 8 8 10 7 8 11 DESIGN PRESS. +105/ -115 +105. -115 +105/ -116 +105/ -115 PANELS OVER 48" WIDE NOT AVAILABLE OVER 98° HIGH 54° (48) H&S 04+2 C4 +1 08+3 04 +2 04+1 C7 +3 C4 +2 C4 +1 C7 +3 C4 +2 C4 +1 C8+3 JAMB 18 11 12 17 12 13 18 13 14 19 14 15 P-HOOK 5 4 8 5 4 9 8 5 9 6 5 10 DESIGN PRESS. +1051 -115 +105/ -115 +1051 -115 +106/ -115 H&S 04+2 C4 +2 08+4 C4+2 C4 +2 C7 +4 04 +2 04 +2 C8 +4 C4 +2 04 +2 C8+4 80"(50) JAMB 17 12 13 18 13 14 20 14 15 21 15 16 P -HOOK 5 4 9 6 4 9 8 5 10 6 6 11 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 5 1/4" SILL. 2. WHEN USING THE 2 3/4" SILL, POSITIVE DP IS 50.0 PSF MAX., WITH THE 31/2" SILL, POSITIVE DP IS 73.3 PSF MAX AND WITH THE 41/2" SILL, POSITIVE DP •3100.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. OH LENGTH dill 2%'- _ �`- 3.2 3/4 ", 31/2", 41/2" AND 51/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 15/8" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PR(1,TTC1 43Y i4N 9VERjiANCiCC3NIPLUG WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); OH THIS CONDITION IS NOW RATED FOR WA'6ERaINRRLT9ATiON• HEIGHT 4. ANCHOR TYPES: 1. 1/4• LCO U (F 2. 1/4" ELCO SS4 CRETE -FLEX 3.812 STEEL SCREW (G5) 5. SEE SHEETS 10 THROUG F H P CI N) MBEDMENT INFORMATION. 6. GLASS TYPE KEYS: (SBEMVOTE *HE L�f•1 FOR COMPLETE�DESCRIPTIONS) I I OVERHANG I OH LENGTH OH HEIGHT EQUAL TO 1 1 OR GREATER SEE NOTE 3 '-1 "' '— (( 7-z.67,r Lucas A. Turner, RE. H t 2,4 - 7/16° LAMI (HS-HS W/ SOP OR §) 8,10 - 9116" LAMI (HS -H�^ W/ SGP OR - 1— • ••• • • • a Pm)* Cakc R'''''''''4 • • • • • • • • • • • • • 1070TECHNOLOGY DRIVE 100#03259 R 24275 P.O. 21479 1678 1:0X0 LflB, FL 34174 p G T DP AND ANCHORAGE, LAMI TABLE 3 t us 4 • • • • • • • • • • • • • • • • . ALUM. SLIDING GLASS DOOR, IMPACT Read* FJC F.K We WSW Raisions A • • • • • I DPNSANCHORAGE ABLE RIG x/07 a.maer Ad. 1 Visibly Herter B I ;S. I 6 d 23 Nr 8100.11 _ I A • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • DESIGN PRESSURE AND ANCHORAGE - NO REINFORCEMENT - 4 1/2" OR 6 1/4" SILL (SEE NOTES BELOW FOR OTHER SILLS1 TABLE 4. Land I.G. w/ 7/16 or 9/16 Leml Arm/Heat w/ SOP or Vanceve Interlayer >I4EAD & SLL (H&S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL LUSTER PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 13, 16, 19, 21, f•, 27, 31, 33 >JAMB At4CHOR QTY. >P-nutty ANCHOR QTY. (occ uc , „w un ,. 3) DOOR HEEGHT 80” (86) 84" (70) 90" (78) 96" (80) 102" (86) 108" (90) 114" (96) 120` (100) FRAME SIDE NNOO ' L ONOO 'Z 000M '£z ON00 '1 ONOO 'Z co OM 'E'Z ONOO 'L ONOO 000M 'E'Z ONOO ' L ONO3 'Z DOOM '£'Z ON00 ONOO 000M '£'Z ONOO 'L ONO° 'Z a00M '£'Z ONOO L ON00 z ao0M '£'Z ONOO ' L ONOO z DOOM 'E'Z TABLE 4A. SILL HT. VS POS. DP SILL H 1 POS. DESIGN P �N/A DESIGN PISS. +801 +80%80 +80/46 +80/40 +80170 +801 -71f +901 - 0 +80/ -7 24° (20) H&S C4+1 04+1 04 +1 C4 +1 C4+1 04 +1 04+1 04+1 04 +1 C4+1 04 +1 C4+1 04 +1 04 +1 C4 +1 C4 +1 C4+1 C4 +1 C4+1 C4+1 C4 +1 C4 +1 C4 +1 C4 +1 I 1 1 I P -HOOK 4 4 4 4 ( 4 4 5 5 6 5 6 6 6 5 5 5 5 5 6 6 6 6 8 8 1 5/8" DESIGN PRESS. +80/40 +801-80 +80140 +80/ -80 +601 -70 +80/-70 +806 70 +�-7 U 30" (26) H&S C4+1 C4 +1 C4 +1 C4 +1 C4+1 C4 +1 04 +1 C4 +1 C4 +1 C4+1 04 +1 04 +1 C4 +1 C4+1 C4 +1 C4 +1 C4+1 C4+1 C4 +1' 04 +1 04 +1 C4 +1 C4 +1 C4+1 23/4° +50.0 PSF JAMB 8 8 1 8 8 8 1 8 9 9 9 9 9 8 10 10 10 10 10 10 11 11 11 11 11 11 P -HOOK 4 4 4 4 4 4 6 6 6 5 5 5 6 5 5 6 5 5 6 6 6 6 8 8 3 1/2° +73.3 PSF DESIGN PRESS. +801 +801-80 +80/-80 +50/ -80 +81/ -70 +80/ -70 +60/-70 +80/ -70 38°(30) H&S 04 +1 04 +1 C4+1 C4 +1 C4 +11 04 +1 04 +1 C4 +1 04 +1 I 04 +1 C4 +1 C4+1 C4 +1 C4 +1 C4 +1 C4 +1 C4+1 C4+1 C4 +1 C4 +1 C5+1 C4 +1 C4 +1 C5+1 4 1/2" +80,0 PSF JAMB 8 8 I 8 9 8 ( 8 I 9 9 8 I 10 9 9 1 10 10 10 I 10 10 10 11 11 11 11 11 11 P-HOOK 4 4 5 4 4 5 6 6 5 6 6 5 5 5 5 5 5 5 6 8 6 8 8 6 5 1/4" +80.0 PSF DESIGN PRESS. +80/46 +80680 +80/ +801-80 +801 -70 +601-70 +60/-70 +80% 47'(35) H&8 04+1 C4 +1 C4+2 04+1 C4 +1 C4 +2 04+1 C4 +1 04 +2 C4 +1 03+1 04 +2 C4+1 C4 +1 C4 +2 C4 +1 C4+1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4+1 C5+2 SEE NOTES 1-3 JAMB 9 8 8 10 8 8 10 9 I 9 11 8 9 11 10 10 11 10 10 12 11 11 12 11 11 P -KOOK 4 4 6 4 4 5 5 5 8 5 5 6 5 5 8 6 6 8 6 8 6 8 8 7 DESIGN PRESS. +801.85 +80140 +80/ +801 +80/ -70 +811 -70 +80/-66.7 +60/-64.4 48"(40) H&S C4+1 C4 +1 C4+2 C4 +1 C4 +1 C4 +2 C4 +1 C4+1 C5+2 C4 +1 C4 +1 C5+ C4+1 C4 +1 C5+2 C4 +1 C4 +1 C5+2 C4 +1 C4 +1 05 +2 C4 +1 04 +1 C5+2 JAMB 10 8 8 11 8 8 12 9 I 9 12 1 9 10 12 10 10 13 10 10 13 11 11 13 11 11 P- OO 4 4 8 4 4 6 5 5 6 5 5 7 , � 6 6 8 5 5 7 6 6 7 6 6 7 DESIGN PRESS. +8 01 -! .140/4(1 +801 + 5.1/ -7 SEE EXAMPLE OXXO CORNER ANCHORAGE PLAN AND OX><5TRANaHT DOOR ANCHORAGE PLAN ON SHEET 10 PANELS OVER 48" WDE NOT AVAILABLE OVER 96° HIGH 54° (48) H &S C4+2 C4+3 C4+3 C4 +2 C4 +1 C4 +3 C4 +2 C4 +1 C4 +3 C4 +1 C4 +1 C5+2 JAMB 11 8 B 12 9 9 13 9 10 13 9 10 P-HOOK 4 4 6 4 4 8 5 5 7 5 5 7 DESIGN PRESS. + 80/4f +8014& +76.7/ -75.7 .9/ 9 H&S C4+2 C4+1 C4+3 C4+2 C4+1 C5+3 C4+2 C4+1 C5+3 C4+2 C4+1 C5+3 60" (50) JAMB 12 9 10 13 9 10 14 10 10 13 10 10 Ps PRODUCT RINSED complying moaphPlmme Amapa= No • - - 2 .11 P -HOOK 4 4 7 4 4 7 6 6 7 6 6 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 41/2° OR 51/4" SILL 2. WHEN USING THE 23/4" SILL, POSITIVE DP IS 50 PSF MAX AND WITH THE 31/2° SILL, POSITIVE PRESSURES IS 73.3 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 4A. 3.2 3/4 ", 3 112°, 4 1/2" AND 61/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 5/8" SILL IS NOT AND MUST ONLY, BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 4 MAY BE USED -1-- WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. ANCHOR TYPES: 1. 1/4" ELCO ULTRACON (FORMERLY TAPCON) 2.1/4" ELCO SS4 CRETE -FLEX 3.012 STEEL SCREW (G5) OH 5. SEE SHEETS 10 R C AE P CI G BEDMENT INFORMATION. HEIGHT 6. GLASS TYPE KEYS: (SaE NOTE 1 H 641 F P ESCRIPTIONS) OH LENGTH '. "' , ;9GF11. Z sr J.... OVERHANG OH LENGTH OH HEIGHT z EQUAL TO 1 g OR GREATER a Y 1 �— te r' 11/1-41/41' Lis A. Turner. P E. PE 188201 Meenwmi 13,16 - 1 1/18° LAMI I.G. 3 1 P1 TEXT. CV, AIq S 7 /!6 LAMI (AN HS VS) & SGP OR 3S 19,21 -1 1/16" LAMI I.G. $1 T CP. /jR S C 4 &Rusk LAMI (AN-HS WI SGP ORS ) 25,27 -1 1/18" LAMI I.G. 1/4" T EXT. CAP, 5/16" AIR SPACE & 7116" LAMI (AN -HS W/ SGP OR 31,33 -1 1/16° LAMI I.G. 1/4" TEXT. CAP, 1/4" AIR SPACE & 9/16" LAMI ( AN-HS W/ SGP OR SEE NOTE 3 DNS ram • ••• ••• ••• • • • • • • • • 1070TECHNOLOGIYDRNE MDIWWR F1.4 P.O. BOX 1120 Il0160d!!8, R 3477I o°°wm° OP AND ANCHORAGE, LAM11.G. TABLE e� u� 1 • • • • • • • • • • • • • • • • • . ALUM. SLIDING GLASS DOOR, IMPACT Reader FA oa.,,op FX tads f 3(7 mae 5/1/07 rem. 4 CM1°mae ex • • . • • . • • • . t(WOPANpANlXfONRGE ykB1Fs • • •• • 1 Vir/bly Better &"`""'m 0031:17110 eae NTS a.e 7 e 23 I u a.rm"a 8100 aar: A • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN PRESSURE AND ANCHORAGE - FULL REINFORCEMENT - 61/4" SILL (SEE NOTES BELOW FOR OTHER SILLS) TABLE 8. Laml LG. w/ 7/16 ar 9116 Lami Heat/Heat w/ SOP or Vanaeva Int•rlayer >HEAD & S0l (H&S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 14, 16, 20, 22, 28, 28, 32, 34 >JAMB ANCHOR QTY. >P -HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) I DOOR HEIGHT 80" (63) 84' (70) 90" (78 96" (80) 02° (86) 08" (90) 114 (86) 120" (100) TABLE 8A- SILL HT. VS POS. DP NOM. PANEL WIDTH FRAME SIDE t O i "- v ° N ° N {V z .- ca N ° cs N .-. p © N c:1 ° 13 v o .-7 v o �i a ° " N 0 v o c°i r- l" 1 of zz 8 . z v is ° gQ + [O N v z .- N o N e s U o z c� N ° VC a SILL HEIGHT 1518 POS. DESIGN PRESSURE N/A DESIGN PRESS. +105/ -11 + 05/ -116 +105/ -115 +105/ -116 + 06/ -11 +105/ -115 'C4+1 +1051 -1 6 + 05/-11 24" (20) H&S C4 +1 C4+1 C4+1 - C4+1 04 +1 C4+1 C4+1 C4 +1 C4+1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C5+1 C4 +1 C4 +1 C5+1 1 C4 +1 C4 +1 C5+1 JAMB 8 8 8 8 8 8 9 9 9 9 9 9 10 10 ]10 11 10 10 11 11 11 12 11 11 P-HOOK 4 4 4 4 4 5 5 6 5 5 5 5 5 5 5 6 6 6 6 8 6 6 6 6 DESIGN PRESS. +105/ -11 +105/ -115 +105/ -115 +105/ -115 + 05/ -115 + 03/-1 i f 5 ( I +105/ -1 5 +105/ -115 23!4" +50.0 PSF 30° (26) H &S - C4 +1 C4 +1 C4+1 C4 +1 C4 +1 C5+1 C4+1 C4 +1 05+1 C4 +1 C4+1 C5+1 C4+1 C4 +1 06+1 C4 +1 C4 +1 06+1 C4 +1 C4 +1 06+1 C4+1 C4 +1 C7 +1 JAMB 9 8 8 10 8 8 11 9 9 11 9 9 12 10 1 10 13 10 10 14 11 11 14 11 11 3 1!2" +73.3 PSF P -HOOK 4 4 5 4 4 5 5 6 6 5 6 6 5 5 6 5 5 7 6 6 7 6 6 7 DESIGN PRESS. +105/ -115 +105/ -f1 5 +105/ -113 +1057 -115 +105/ -11 +105/ -115 +1051 -115 +105/ -11 4 1/2" 8174° +100.0 PSF +105.0 PSF 38'(30) H&S 04 +1 C4 +1 C4 +2 04 +1 C4 +1 C5 +2 C4+1 C4 +1 C5+2 C4+1 C4+1 C6+2 C4 +1 C4 +1 06+2 C4+1 C4+1 06+2 I - C4 +1 C4 +1 C7 +2 04+1 C4 +1 C7 +2 JAMB 11 8 9 12 8 9 12 ' 9 10 13 10 I 10 14 10 11 15 11 12 18 11 12 17 12 13 P-HOOK 4, 4 6 4 4 1 8 6 5 7 6 5 7 6 6 7 5 5 8 6 6 8 6 6 9 DESIGN PRESS. +105/ -115 6 +105/ -11 + +05/ -115 +1057- 5 +105/45 +105/ -11 y +105/ -115 +105/ -11 SEE NOTES 1-3 42"(36) H&S C4 +1 C4 +1 C5+2 C4+1 C4 +1 C8+2 C4 +1 C4 +1 C6+2 C4 +1 C4 +1 C7 +2 C4+1 C4+1 C7 +2 04 +1 C4 +1 C8+2 C4+1 C4+1 C8+2 C5+1 C4 +1 C9+2 JAMB 13 9 10 13 10 I 10 14 10 11 15 11 I 12 16 12 13 17 1 12 13 18 13 14 19 14 15 P-HOOK 4 4 7 4 4 I 7 5 5 7 6 5 l 8 5 6 8 5 5 9 6 6 9 6 6 10 DESIGN PRESS. +105/ -1'(6 +106/ -115 +106/ -11 ' +1051 -115 +105/ -115 + 051 -115 +106/ -116 +105/ -115 48°(40) H&S C4 +2 C4 +1 C6+3 C4 +2 C4 +1 06+3 04 +2 C4+1 C8+3 C4 +2 04 +1 C7+3 C4 +2 C4 +1 C7 +3 C4 +2 C4 +1 C8 +3 C4 +2 C4 +1 C9+3 C4 +2 C4 +1 C9+3 JAMB 14 10 11 16 11 12 16 12 12 17 12 13 18 13 14 20 14 15 21 15 16 22 16 17 P-HOOK 5 4 7 6 4 8 5 5 8 _ 5 5 _ 9 6' 5 9 6 5 10 6 8 10 7 6 11 DESIGN PRESS. + 05/-115 +105/ -113 +105/ -115 +106/ -11 5 54" (46) H&S C4+2 04 +1 C6+3 C4 +2 C4+1 C7 +3 C4 +2 C4 +1 07 +3 C4 +2 C4 +1 C8 +3 JAMB 16 11 12 1 1 P-HOOK 5 4 8 5 4 9 8 5 9 6 6 10 PANELS OVER 48° WIDE NOTAVAIIABLE OVER 96' HIGH DESIGN PRESS. +105/ -116 + 051 -115 + O5/ -11 +105/ -1 5 H&S C4 +2 C4 +2 C8+4 C4+2 C4+2 C7 +4 C4+2 C4 +2 08+4 C4+2 C4+2 C8+4 80° (60) JAMB 17 12 13 18 13 14 20 14 15 21 15 16 e P1aNe 644144t , ;' - r , ``'� P-HOOK 6 4 9 6 4 9 6 5 10 6 5 11 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 51/4° SILL. 2. WHEN USING THE 2 3/4" SILL POSITIVE DP IS 50.0 PSF MAX, WITH THE 31/2" SILL, POSITIVE DP IS 73.3 PSF MAX AND WITH THE 4 112" SILL, POSITIVE DP IS 100.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE SA 3.2 314", 31/2", 4 112" AND 61/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 6/8" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 6 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); f-- THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. OH LENGTH OVERHANG OH LENGTH 4. ANCHOR TYPES: 1. 1/4" EIBCOMN.iRACOO1 (FORMERLY 3APt)M) 2.1/4" ELCO SS4 CRETE -FLEX 3.412 STEEL SCREW (G5) OH 5. SEE SHEETS 10 THRO$GH 13 FOR ARC.HORRGE END EMBEDMENT INFORMATION. HEIGHT 6. GLASS TYPE KEYS: SEgyNOTE J, d)RtO QESCRIPTIONS) 011 HEIGHT EQUAL TO 1 O OR GREATER L--,- 4^ �-- ( l�Zt�/�P Lucas a Turner, P.E. PE i#58201 Mechanical 14,16 -1 1/16" LAMI 1 G. 3/18" T EX/F. OAP,43/SbAII4 SPACE & 7/1 BP LAMI (HS-HS W/ SGP OR §) 20,22 -1 1/16' LAMI I.G..16° T CA1 • AIR SPACE littler LAMI (HS-HS W/ SGP OR 26,28 -1 1/16° LAMI I G. 1/4' TEXT. CAP, 6/16° AIR SPACE & 7/16' LAMI (HS-H3 W/ SGP OR SEE NOTE 3 32,34 -1 1/16' LAMI I.G. 1/4° T EXT. CAP, 1/4" AIR SPACE & 9/16" LAMI (HS HS W/ SGP OR SVS) 0 ••• ••• ••• • • g. 1 1 `14: _ • • • • .. PD AND ANCHORAGE, LAMJl.G.TABLE 5 "NW lereltreav 6.. • . 8 . ; • • •• • ... . • r07oTECfmrOLOOTORNE 0TECH IS R 30278 ALUM. SLIDING GLASS DOOR, IMPACT 11/&07 A • • • • • • NEW OPANDANC1f0RAQ6 TABLE P.O. r� Visibly Better gem•m � m,� I NTS I aewe - 8 - 23 earp 8100 -11 Fbc A Dew 6/1107 a eaaaey wee 1 Noi(o00L4 830274 ••• • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • •• • •• • • • ••• • • DESIGN PRESSURE AND ANCHORAGE - NO REINFORCEMENT PLUS ANCHOR QTY. TABLE 8. TES BELOW FOR OTHER SILLS1 PER PANEL All Laml or Loin! HEAL....,. (H&S) >JAMB ANCHOR LG. w/ PVB rlayer 1,23.24, 29, 30, 35, 36 INTERLOCK _,....".... h STRAIGHT & CORNER ASTRAGAL CLUSTER QTY. >P -HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) DOOR HEIGHT 80" (88) 84" (70) 90" (76) 96" (80) 1 I FRAME SIDE ONOO 'L ONOO 'Z OOOAA '£'Z ONOO '6 ONOO 'Z OOOAA '£ Z ONOO '. ON00 000M '£'Z ONOO ONOO 000m '£ Z DESIGN PRESS. +65/65 +65/-85 +851.65 +85/ -85 24" (20) H&S C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4+1 C4+1 C4+1 04 +1 C4 +1 JAMB 8 8 8 8 8 8 9 9 9 9 9 9 P -HOOK 4 4 4 4 4 4 6 5 5 5 5 5 DESIGN PRESS. +65/65 +65/.65 +85/ -66 +8£ds 30" (28) H&S C4+1 C4 +1 C4+1 C4 +1 C4 +1 C4+1 C4 +1 C4 +1 C4 +1 04+1 C4 +1 C4 +1 JAMB 8 8 8 8 8 8 9 9 9 9 9 9 P -HOOK 4 4 4 4 4 4 5 5 5 5 5 6 DESIGN PRESS. +65165 +65/85 +85/85 +85/65 36" (30) H &S C4 +1 04 +1 04 +1 C4 +1 04 +1 - C4+1 04 +1 04 +1 04 +1 C4 +1 04 +1 04 +1 JAMB 8 8 8 8 8 8 9 9 9 9 9 9 P -HOOK 4 4 4 4 4 4 6 5 5 5 5 5 DESIGN PRESS. +65/.35 +651-65 +65/ -85 +65/ -35 42" (38) H&S C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 04 +2 04 +1 04 +1 C4 +2 04 +1 C4+1 04 +2 JAMB 8 8 8 8 8 8 9 9 9 9 9 9 P-HOOK 4 4 4 4 4 5 5 5 6 5 5 5 DESIGN PRESS. +85/65 +85/ -65 +85/66 +65 -65 48" (40) H&S C4 +1 04 +1 C4 +2 C4 +1 04 +1 C4 +2 C4+1 C4 +1 C4 +2 C4+1 C4+1 C4 +2 JAMB 9 8 8 9 8 8 10 9 9 10 9 9 P-HOOK 4 4 5 4 4 5 5 5 6 5 5 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4 1/2" OR 61/4" SILL. 2. WHEN USING THE 2 3/4" SILL, POSITIVE DP IS 50 PSF MAX AND WITH THE 31/2" SILL, POSITIVE PRESSURES IS 73.3 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 6A. 3.23/4 ", 31/2 °, 41/2° AND 51/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 5/8" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSMVE DESIGN PRESSURES SHOWN IN TABLE 6 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. ANCHOR TYPES: 1. 1/4" ELCO ULTRACON (FORMERLY TAPCON) 2.1/4" ELCO SSA CRETE -FLEX 3.612 STEEL SCREW (G5) 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. GLASS TYPE KEYS: (SW 110TE•!SHEEP1 FOR COMPLETE !DESCRIPTIONS) 5,6 - 7/16" LAMI (AN Fh W/ DBP43 P1t6) • • • • • • 11,12 - 9/16" LAMI (AN -HS►W/ DBMS OR SS P B) • • • • • a CRP 1}/8 AN HS W! DBPVB OR SSPVB) �Jc� 17,18 -1 1/16" LAMI I.G. 11/4° T FlSPACL & 7/18• LAMI ( _ DB 23,24 -1 1/16" LAMI I.G. 16" T . CA3� %/16° R SPACE & LAMI ( AN -HS W/ DBPVB OR SSPVB ) 29,30 -1 1/18" LAM1 I.G. T EXT. CAP, 5/16" AIR SPACE & 7/16" LAMI (AN -HS W/ DBPVB OR SSPVB) 35,36 -1 1/16" LAMI I.G. 1/4' T EXT. CAP, 1/4" AIR SPACE & 9/16° LAMI (AN-HS W/ DBPVB OR SSPVB) • ••• ••• ••• • • r OH LENGTH �{ OVERHANG OH LENGTH OH HEIGHT OH HEIGHT 1 SEE NOTE 3 EQUAL TO 1 OR GREATER TABLE SA. SILL HT. VS P08. DP POS. SILL DESIGN HEIGHT PRESSURE 1 5/8" 2 3/4" 31/2" 4 1/2" 51/4" SEE NOTES 1-3 PRODUCTREVISED as •8hlhoFlald• Haildrag AmPtI 1 /mss /15 N/A +50.0 PSF +73.3 PSF +100.0 PSF +105.0 PSF yes xor • • • • • • • • • • • • • • • • Oahe 1V8.7 5 • • • • • •• • • 14 INA gam • • A IVEY( DEAN° ANOHDRAGE TABLE CMtle1 new • • •• • • •• • • • • ••• • 1070 TECHNOLOGY ORME 1VOKOMI& FL 94279 P.0. 1879 14OK088$ F1. 34274 Visibly Better B r_ DP AND ANCHORAGE, LAMI & LAM! I.G. TABLE 6 mr ALUM. SLIDING GLASS DOOR, IMPACT S1311>80 od" 8w4 NTS 9 d 23 0MlbaAb. 8100-11 Ifwe A Lucas A. Twner, P.E. PE 068201 Mechanical ••• • • • • •• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • • • • • • • • • • • •• • • • • B" MAX x % x R x "x x Y 8" MAX.. x % % % % TYP. % R % I z x % x R R . —.I % x 1:.- R % x 711/16' f % % x x % % % % % 9d" MnY n n 1 } 1 x x 24 1/2" .C. 1/2" MAX O.C. x % x f 1 t 1 t r MAX 711116° 1 T I ._.R -1 HVHZ ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1) 1/4" ELCO ULTRACON (FORMERLY TAPCON) 2)1/4" ELCO SS4 CRETE -FLEX 3) #12 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-6. SHTS. 49: HEAD & SILL 6" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 4-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL ANCHORS PER PANEL (THE 6" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS ON SHT. 11. JAMBS & P- HOOKS... 711/18° MAX FROM BOTTOM AND 24 1/2" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 4-9. SEE P -HOOK ANCHOR DETAILS ON SHEET 13. 24" MAX O.C. ANCHORS PER PANEL " ARE THOSE AT THE HEAD AND SILL BETWEEN CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB OR P -HOOK. 6" MAX t I® EXAMPLE OXX ANCHORAGE PLAN: (3) PANEL, 48" x 96" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE SEE CLUSTER DETAILS, SHT. 11 (7) P -HOOK ANCHORS FIRST ANCHOR AT BOTTOM TO BE PERPENDICULAR TO GLASS. ANCHORS THEREAFTER ALTERNATE PERPENDICULAR AND PARALLEL TO GLASS. SEE SHEET 13, P -HOOK INSTALLATION DETAIL. L — 90° CORNER PRODUC1REVISED 8, comPlYing withfbaF&,dda Bulldog ® EXAMPLE OX-X0 CORNER ANCHORAGE PLAN: Awopdm ea .II (4) PANEL, 48" x 96" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE `.vl"r ay INTERIOR INTERLOCK CENTERLINE MIN. CLUSTER TYP. 3 • • • 711/1 24 711/1 INTERLOCK ▪ 8" MAX CENTERLINE 0 SEE CLUSTER DETAILS, SHT. 11 24" MAX. O.C. SEE CLUSTER DET., SHT. 11 C5 +2 HEAD & SILL ANCHORAGE (3 PANEL. 2 -TRACK EXAMPLE SHOWN) _ (20) ANCHORS TOTAL EXTERIOR C5 +2 & CORNERS =127) ANCHORS TOTAL AT HEAD AND AT SILL 4 C5 2 C5 2 C5 4 x r - 8" MAX. 0 24° MAX O.C. ASTRAGAL CENTERLINE MAX. MAX 6 " MA 0 0 (10) JAMB ANCHORS 17 -6 /c' NTERIOR Road fly: Road Aftscl FJC Ormin F.I( Oafs ReAtices Aft 11/607 0 6 /!Po7 Rabb= ReviAne A 000146) .GL • ••• • • • • • • • • • • • • • • • • • • • • s• • • • • povianto _ ANGI�R TABLES •sY118.48 • • � AMMON Momo4s7 1070 TECHNOLOGY OWE NOKOMIS, FL 34275 P.O. BOX 1823 NORO341S, FL 34274 Pc VMMy Baas:. ANCHORAGE SPACING & EXAMPLE PLANS 7xx ALUM. SLIDING GLASS DOOR, IMPACT exaeXicebt 8130780 NTS 1 10 - 23 r& rowe 8100 - I ▪ A LuaanATume P.E PE #58201 Mechanical ••• • • • s • •• • • • • • • • • • • • • • ••e • • • • • • • • • • • • e • •• •• • • • •• •• • •• • • • •• • • r L INT. 2- TRACK, ASTRAGAL I INTERLOCK 4 ANCHOR CLUSTER 1Nr. \ 2.529 2- TRACK, OUTSIDE CORNER 0 8 ANCHOR CLUSTER wends¢ F awinB�c F.K h 1 4 '"t 4 ' I a,: 1113107 8 /1177 o 4.184 • o • ASTRAGAZ OR INTERLOCK CENTERUNE 1 r r INT. `. �-- 2.529 • 1 �Q• 11 • •.• • • _ ' • •t r L INT. r 4.164 .1 2- TRACK, INSIDE CORNER ® 8 ANCHOR CLUSTER • Anaaaec t ••• ••• ••• • • ••• • • • • ••• • • • • • • • • c • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.313 L-- • • t• • • • • as -SAS- 3 -TRACK OUTSIDE CORNER 3- TRACK, INSIDE CORNER 1010 ANCHOR CLUSTER A 10 ANCHOR CLUSTER • • • • • • rr • • 8 • • • • • • • • • • • •• • • "'kW. HAVS11 10 • • • • • • • A i^OD4- EXAMPLE CS137LRAM CORNEA ESIIPIE MUSSERDErNLL tae .4.1. 000 AA 001/717 T\S1 AGAL Olz 1 INTERLOCK CENTERLINE 3.313 4.164 2 -TRACK ASTRAGAL I INTERLOCK 5 ANCHOR CLUSTER 10107EQI NOLOGYDRIVE WAWA a 30273 P.O. BOX 1329 NOWAK FL 34274 2.529 J L MIIADAEDA INTERLOCK CENTERUNE I L 4- TRACK, ASTRAGAL / INTERLOCK Q 4 ANCHOR CLUSTER b INT. 2.529 4- TRACK, OUTSIDE CORNER A 10 ANCHOR CLUSTER VL ibdy Better C TRAOAEDA INTERLOCK CENTERLINE 1 1.656 INT. 3.313 0 0 e Z 3- TRACK, ASTRAGAL / INTERLOCK 4 ANCHOR CLUSTER 5.058 1 INT. rAb'TRACAEOR r INTERLOCK CENTERLINE tASTMAEDA INTERLOCK CENTERLINE L 4.164 4- TRACK, ASTRAGAL 1 INTERLOCK ® 6 ANCHOR CLUSTER 2.529 EXT 4-TRACK INSIDE CORNER A 8 ANCHOR CLUSTER ANCHORAGE, EXAMPLE CLUSTERS ALUM. SLIDING GLASS DOOR, IMPACT 8 NTS 11 s 23 8100 -11 1 INT. 5 ANCHOR CLUSTER 1 PRODUCT REVISED m complying with theFlorida Builders No- .- i2o, Eupiredeu 41,Lr F .o�2 1 INT. l I /247er Lutes A. Turner, P. E. 0E058201 Mechantcal 1/4" I t 114" MAX SHIM SHIM WOOD ANCHOR TYP., SEE NOTE 2 DETAIL AA, 2 -TRACK FRAME HEAD DETAIL AB, 3 -TRACK FRAME HEAD WOOD INSTALLATION WOOD INSTALLATION 1" MIN E.D., TYP. DETAIL AE, 2 -TRACK FRAME SILL WOOD INSTALLATION 2 17/32" O.C., TYP. WOOD ANCHOR TYP., SEE NOTE 2 SEE NOTE 5 = 1 3/8" MIN. 2 17/32° O.C., TYP. SEE NOTE 5 L A 217/32° O.C., TYP. 1 DETAIL AJ, 4-TRACK FRAME SILL WOOD INSTALLATION 2x WOOD BUCK TYP., SEE NOTE 3 217/32" O.C. WOOD ANCHOR TYP., SEE NOTE 2 1" MINI E.D., TYP, DETAIL AF, 3 -TRACK FRAME SILL WOOD INSTALLATION Ls - - - ,-.-9 3/8" MIN. 1 MINI T ED., !+- TYP. 3/8" MIN. 1/4" MAX � SHIM 3/8° MIN. 21/2" MIN. E.D. TYP. 217/32" Q.C. TYP. CONCRETE ANCHOR TYP., SEE NOTE DETAIL AC. 2 -TRACK FRAME HEAD DETAIL AD, 3 -TRACK FRAME HEAD CONCRETE INSTALLATION CONCRETE INSTALLATION ® CONCRETE ANCHOR TYP., SEE NOTE 1 CENTER ANCHOR STAGGERED ON 3 -TRACK TYP. jll SEE NOTE 5 jg`i 217/32" O.C., TYP. SEE NOTE 5 21/2" MIN. E.D. TYP. DETAIL AO, 2 -TRACK FRAME SILL CONCRETE INSTALLATION SEE NOTE 1 L- 3.4 KSI MIN. CONC. TYP. CONCRETE ANCHOR TYP., SEE NOTE 1 217!32" O.C., TYP. SEE NOTE 5 2 12" MIN. ED. TYP. — DETAIL AK, 4 -TRACK FRAME SILL CONCRETE INSTALLATION A NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 12-13: QA 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED ELCO 1/4" ULTRACON (FORMERLY TAPCON) - MIN. 1 318" EMBED. OR 1/4" ELCO SS4 CRETE - FLEX -1 314" MIN. EMBED. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 1/4" ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS. 3. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 12" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT STRUCTURAL MEMBER SHALL BE OF ASIZE Tt E UM `L 4, STRENGTH DOOR RAME SIMILAR TOT TOTHA SHOWN IN THE DETAILS USING 2x WOOD BUCKS. ANCHORS SHALL BE #12 SHEETNIETAL SCREWSANTITO FULL iHREAFa ARE ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA A MET, THE FULL DESIGN PRESSURES 5. F SIL SILL TO SYIiS RftIRETICIll Tfc O N OR IPTH �STFRiA L IS N OT REQUIRED. . I USED, N R TYPE 3 INK, NON-METALLIC GROUT. 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE 18 WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • ••• ••• ••• • • Division 2 12" MIN. E.D. TYP. DETAIL AH, 3-TRACK FRAME SILL CONCRETE INSTALLATION "mBnp{ylug wiw um Fimids — 12 No + - 02.•i 7 -lC13' � !2 R..97 Ravi Br Non* F.1C ma Par O* 11/8DT Dew 5/1/07 rare• • • ItiPbbaK A mooed ssi rr. • • • • • • • • • • • • • • • • •••••• • • •• •• • •• • • • • • ••• • ADO 4-771AOIC FIUME SILL DETAILS. DEUS AH CENTER ANCHOR STAR. 750)OGD7 1070 TECHNOLOGY DRIVE' NAB, FL 34275 P.O. BOX 1528 NOKOM IS, 8.89270 PST Visibly Better ANCHORAGE DETAILS TRW ALUM. SLIDING GLASS DOOR, IMPACT N TS 12 > 23 8100-11 Lucas A. TIMM P.E. PE 158201 Mechanical ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • 13/8" MIN. 1/4° MAX. SHIM I WOOD ANCHOR TYP., SEE NOTE 2, SHT. 12 DETAIL AL, 4 -TRACK FRAME JAMB ® WOOD INSTALLATION WOOD ANCHOR, SEE NOTE 2, SHT. 12 ANCHOR QUANTITIES FROM TABLES 1.6, SHTS. 4-9, PERTAIN TO THIS ANCHOR LOCATION 1 3/8" MIN. 1/4" MAX SHIM WOOD ANCHOR p_.- TYP., SEE -- NOTE 2, SHT. 12 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 12 DETAIL AM, 2 -TRACK FRAME JAMB WOOD INSTALLATION MAX. 114" MAX SHIM -. n WOOD ANCHOR TYP., SEE NOTE 2, SHT. 12 LI DETAIL AP, 3 -TRACK FRAME JAMB WOOD INSTALLATION WOOD FRAMING -+I 1 318" MIN. 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 12 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 12 1 3/8" MIN. 1 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 12 A - WOOD ANCHOR •1 • • • :EINME 2, M 2 • • • • it 1 11/1)3' P • M/ (. F't0�! = • -= - _ -.: -:. • • ORNEfi, 214 1AQ" M1iAJ4 • C!{ tS,irtHOR: ••• DETAIL AR, -H OOK WOOD INSTALLATION 21/2" MIN. E.D. TYP. DETAIL AN, 4 -TRACK FRAME JAMB 0 CONCRETE INSTALLATION DETAIL AS. P -HOOK CONCRETE INSTALLATION 1/4° MAX SHIM - X11 �- _' •: l i I li CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 12 1x WOOD BUCK TYP., SEE NOTE 3, SHT. 12 r "t+ 3.4 KSI MIN. CONC. DETAIL AO. 2-TRACK FRAME JAMB OR 1.5 KSI CMU, TYP. CONCRETE INSTALLATION 4 3/18" MIN. O.C. DIAGONAL STAGGERED SPACING, TYP. ALL JAMB DETAILS 1/4° MAX SHIM CONCRETE �? ANCHOR TYP., SEE NOTE 1, SHT. 12 • CONCRETE ANCHOR SEE NOTE 1, SHT. 12 711/18° MAX FROM CORNER, 241/2" MAX O.C. (FIRST ANCHOR) ELCO 1/4° TAPCON (MIN. 1 3/8" EMBEDMENT) $ OR ELCO 1/4" SS4 CRETE -FLEX (MIN. 1 3/4" 2 112° EMBEDMENT) MIN. E.D. TYP. — 2 4 1/2" MIN. ED. Ix WOOD BUCK TYP., SEE NOTE 3, SHT. 12 ;: 3.4 KSI MIN. CONC. Lir , .> OR 1.5 KSI CMU, TYP DETAIL AQ, 3 -TRACK FRAME JAMB CONCRETE INSTALLATION ELCO 1/4" TAPCON (MIN. 1 3/8" EMBEDMENT) OR ELCO 1/4° SS4 CRETE -FLEX (MIN. 13/4" EMBEDMENT) CONCRETE ANCHOR, SEE NOTE 1, SHT. 12 ANCHOR QUANTITIES FROM TABLES 1.8, SHT, 4-9, PERTAIN TO THIS ANCHOR LOCATION. 11" MAX FROM CORNER, 241/2" MAX O.C. 3.4 KSI MIN. CONC. 3 5/16" TYPICAL JAMB CLUSTER ELCO 1/4" TAPCON (MIN. 1 3/8" EMBEDMENT) OR ELCO 114" SS4 CRETE -FLEX (MIN. 1 3/4" EMBEDMENT) 1x WOOD BUCK TYP., SEE NOTE 3, SHT. 12 es REVISED Fledda Balling Code No 12. Axed Br Ro" Rood fir De* Rarkeris • ••• • • • • •• Reader F.K F.K hee 11897 &1/07 A Pe°ted J-A • . • � 1070TEt OOHORNE . Fa6417• • • • • • ADD4TRACK FRAME AIM peRveatep enemysm.. RIF AunEZAS • mamma No • • • • ••• • ANCHORAGE DETAILS r.� ALUM. SLIDING GLASS DOOR, IMPACT dYeled,e B"e" tleeet SfD780 1 NTS 13 of 23 8100 -11 A Luna A. Turner, P.E. PE #88201 Mechanical •• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• PANEL TYPE 'R' IIIII� PANEL TYPE 'M' 11 j W O. (�j W D . PANEL TYPE IF PANEL TYPE 'R' / PANEL TYPE 'L' % •I PANEL TYPE 'R' PANEL TYPE 'F PANEL , TYPE 'R' SEE NOTE —` 4 PANEL TYPE 'F PANEL TYPE 'R' / PANEL TYPE 'L' % n 121 MA H1 TY � j W a . PANEL TYPE 'P' i / SEE NOTE 4 PANEL TYPE 'R' / PANEL TYPE 'L' % DETAIL '13', SHT. 18- f DETAIL 'C', SHT. 18 '1 -DETAIL W, SHT. 18 DETAIL D', SHT. 18 r SEE NOTE 2 191 7/16" MAX WIDTH OXXX (2 TRACK) 1 NOTES: DETAIL 'F, SHT. 18 (1 DETAIL' F, SHT. 16 - DETAIL 'B', SHT. 18 - DETAIL'C,..SHT. 18 ■i 'i DETAIL 'G', SHT. 19 l DETAIL'11', SHT. 19 SEE NOTE 2 / 52 3/32" MAX DLO TYP. �• . • DETAIL' J', SHT. 16 OXXXp (3 TRACK RIGHT POCKET), • • • 106 5/8° MAX DLO TYP. rl DE1:4ILUK',6H118i • • • • • • • Fowl* 0--0 a.aad Read ex DokAr 1 Cnemmay • • - • • • • ADDER NDEDC FM. 7 DOQR� IAOriD�E • • ro7oD Dr(�nrE R • Rend Fx txwn ay: 170x F.K 1/1/07 L. 1000407 arrr • Pb�� QQJa a • • • • • � VOK ft • • • • •.. • • • 1. SEE SHEET 15 FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH = 80". SHTS, 16-20 FOR SECTION DETAILS AND SHTS. 4-13 FOR ANCHORAGE DETAILS. 2. REINFORCEMENT LOCATIONS: REINFORCEMENTS ARE REQUIRED IN THE EXTERIOR INTERLOCKS OF DOORS. SEE SECTION DETAIL C, SHT. 18. 3. DLO WIDTH = NOM. PANEL WIDTH - 7 29/32° DLO HEIGHT = DOOR HEIGHT- 3 3/8° 4. (1) LOCK (ITEMS 154-161) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 170) AT FRAME JAMB OR ASTRAGAL .Pc Vlslbly Bearer XX XX (2 TRACK OUTSIDE CORNER) DETAIL'S', SHT. 16 DETAIL'D', SHT. 18 \-DETAIL', SHT. 16 DETAIL 'M'. SHT. 19 DETAIL 'N', SHT. 19 -r DETAIL'L', SHT. 19 SEE NOTE 2 DETAIL '0', SHT.17 - // DETAIL' P, SHT. 17 XXXX (4 TRACK BY -PASS) EXAMPLE ELEVATIONS/CONFIGURATIONS 7111c ALUM. SLIDING GLASS DOOR IMPACT s°reaad eu•° &°e: m+aea see seD750 NTS 14 d 23 8100-11 A DETAIL 'M', SHT. 19 I ��) SEENOTE2 7. DETAIL '0', SHT. 20 SEE NOTE 2 HORIZONTAL SECTION A-A PRODUCT REVISED aseamplyisg with the Flaids Balldins Cock N , 8- 1202. f� ✓I . Lucas A lunar. P. E PE 558201 M,echana• ••• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• •• 00 0 • • • ••• • • PANEL LETTER PANEL LETTER NOTE: P SINGLE FIXED /"1 t7 DOUBLE 1. MAXIMUM NOMINAL S I NTERLOCK LOCKSTILE LOCKSTILE INTERLOCK rs PANEL CONFIGURATIONS EQUALS 80" INTERIOR R FIXED SINGLE U (BOX OUT) ASTRAGAL �= LOCKSTILE OUT � L OCKSTIE INTERLOCK T (BOX OUT) ASTRAGAL c r FIXED OUT LOCKSTILE U (BOX IN) ASTRAGAL LOCKSTILE IN • T (BOX IN) ASTRAGAL A IN LOCKSTILE INTERLOCK LOCKSTILE S (BOX OUT) FIXED rL.+ D , ASTRAGAL LOCKSTILE OUT LOCKSTILE SINGLE INTERLOCK (ALL PANEL TYPES) EXTERIOR S (BOX IN) FIXED ASTRAGAL G 1 V DOUBLE LOCKSTILE IN LOCKSTILE INTERLOCK Y FIXED DOUBLE J (BOX OUT) _ , LOCKSTILE INTERLOCK LOCKSTILE *i ------ ASTRAGAL OUT YR J (BOX IN) LOCKSTILE ASTRAGAL IN INTERLOCK �� LOCKSTILE 1/1/ (BOX IN DOUBLE ASTRAGAL T YL SINGLE INTERLOCK IN LOCKSTILE INTERLOCK WR (BOX OUT) ASTRAGAL .- DOUBLE CS Q ASTRAGAL SINGLE a; OUT -� INTERLOCK RECEIVER 4 INTERLOCK L (BOX 0111) SINGLE SC A INTERLOCK ASTRAGAL RECEIVER INTERLOCK OUT (BOX OUT) / '� QS ® SINGLE OUT INTERLOCK LOCKSTILE l INTERLOCK N (BOX IN) ASTRAGAL SINGLE SQ SINGLE CORNER PRODUCT REVISED B n iaswml Amide i No y I I IN INTERLOCK F- INTERLOCK LOCKSTILE C (BOX IN) SINGE ASTRAGAL AS INTERLOCK IN RECEIVER INTERLOCK B SINGLE SINGLE SA ® SINGE I INTERLOCK — INTERLOCK E VER �� '' %''`'��- F SINGLE SINGLE Cl CORNER a SINGLE LOC KSTI LE INTERLOCK INTERLOCK INTERLOCK E SINGLE SINGLE IC • A SINGLE CORNER _ �� INTERLOCK • • •IYTiERLO�K • • INTERLOCK LOCKSTILE aJ __ -� �'` (( /26/v5 4N;98 A. TMmer, RE. mMa PE ian1 / • - -- • • • • •/ • • • •A N�ELIND INTERLOCK I 04 • ASTRAGAL FIXED RECEIVER RECEIVER LOCKSTILE /� K SINGLE ••,. • • F� j • • (� INTERLOCK LOCKSTILE FIXED ASTRAGAL LOCKSTILE RECEIVER rvn.ear De. - 1 lit' • • a • ••• • •• ; r o • • lat�aa WS, p. sszra • • . #' T • PANEL TYPES � � •• • - A L UM. SLIDING GLASS DOOR, IMPACT �' F.*. ads ttALf71 ADD PANEL OPTIONS =FOTOFAf�7TATE 00R1EA00010P7ACAAND FFA Oda REVISENOfPTOMAX NOM. PANG WIDTH OF B7: • I • • • �+ sc�7sa NTS 15 d 23 I „� 8100 -11 _ A ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •0 • • • • • :• • •• •0 •• • • • • DETAIL 'E' 1 518° • • • • • • • • • • • DETAIL 'J' C ] EXTERIOR INTERIORS (ALL VERT. SECTIONS) PRO DUCTRBVIS® � ��, n oN o • 8 � 2DZ fry 10 Awed Op sex FX Fx I I V8/07 11107 Rvieme lbahierw A L7mmder u • •• _ • • • CORRECT ITEMS MASERS TO•00 ,PART: ST. • • • ADD Easy. COVER • • ..• ••• • • •_ • • •• • • • • 1070 TEc DLOCI 7 NOVAS a jar IN FL • .• Fr" VERTICAL SECTION DETAILS Tar ALUM. SLIDING GLASS DOOR, IMPACT _ Durk No. 1/2x B m 23 8100-11 ` A SGD?60 Loma A. Tuner, P.E PE 4758201 Mechanical • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • •• • • •• • • • 106 5/8" MAX DLO TYP. A DETAIL '0' •• ••• •• • • • A DETAIL'P' C ] EXTERIOR INTERIOR [)o (ALL VERT. SECTIONS) .938" RISER I 23/4" 1 SILL HEIGHT 3.630" RISER 4 112° SILL HEIGHT 4.408" RISER 5 /4" SILL HEIGHT PBODUCI REVISED es implgrogwitb the Florida Buikling Cato AtteptIACOND 08_ Z• )I • Date 780° RISER 15/8° SL HEIGHT ar f T SILL RISERS OPTIONS 1 1f26/ Division 2.628" RISER 31/2" SILL HEIGH R.0080 De: Relticalt C O R R E C T RB IS f N U R ffi l a t S Td M1 I PARE UST. ADD DETAIL SO &P. *TRACK lFAD SILL ,.y. AL Drit iaV/1owr • • Sal �T. Ors 11/807 S'l/07 A J1 • ••. ••• • • • • • •.•. • • taro 7E0EVOLOGYORNE warms. new* ••• • f c - �T Verb V Fetter VERTICAL SECT. DETAILS & SILL RISERS OPT. ALUM. SLIDING GLASS DOOR, IMPACT SGD780 I 17 23 I 8100 -11 Roo A Lucas A. Turner. PE. PE #88201 Mechanical ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• DETAIL 'A' (FIXED PANEL) NOTE 12• LG. 'O PANEL BRKT. LOCATED AT TOP & BOTTOM OF FIXED PANEL Q INTERIOR (ALL NORM SECTIONS) 0 , EXTERIOR ITEM 148 NOTE: A •• •• 'TABLES 8 AND 5,8HEEWS8 AND 8 i WIFORVICNTROQUIRED ONLY • �• LOC • • • •IN SH I • • RS R EQUII REIAIFORCEMENT DETAIL 'C' (REINFORCED) DETAIL 'D' ,RODUCP REVISED d• rkai gCols Aca+nsc N o ` D' ;TL•'. �P •. 1 Vu/i Road OF FX orenal: FX Ora oar o6r 1M07 Ma 6 Roviabnir A JL • • • • • . • ••• ••• • • • • • • • • CORRECT TRBASNUMBERSTCI { tAM'P • • REVISE OVAL CNOTE CONCERNING . • • • • lowow7 • 1070 7sfXMPLOy No�rnwlls • Pt�. X Inn a PST Visibly Batter HORIZONTAL. SECTION DETAILS ALUM. SLIDING GLASS DOOR IMPACT &abaft laaT 000 1/2x 18 d 23 8100 -11 I A Luma A Timm P.E. PE i882M Mechanical ••• IS • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR (ALL HORIZ. SECTIONS) V EXTERIOR DETAIL 'G' (FIXED PANEL "0") NOTE 12" LG.'0' PANEL BRKT S LOCATED AT TOP & BOTTOM OF FIXED 6 PANEL. SCREW ITEMS 132 AND 134 LOCATED 1 112" FROM EACH END OF BRACKET INK ci l 0 A DETAIL 'M' (NOT REINFORCED) =purr REVISED as complying a u Fta+ae Acoega G ,, , 12•Z•{1 1 f/24/ef AAA d Rwad ..sd FX @l.eF F.K Ds* R • •• • . • •.. ••• • • • • • • • CORRECTREM91WA 1•tdAlpH • • ADD DETAu.8 8 144- WRAMIAVOL•A�1 *D. MIAA1•D.) )OWOW7 I • • ftwirbfer A malmsey u 10701jCi • PPS • sike .R ra re • c.; T Vtrbfy $ever HORIZONTAL SECTION DETAILS ALUM. SLIDING GLASS DOOR, IMPACT mom ( / 2x lab* 19 a 23 I � 8100 -11 A Lucas A. Timer, P.E. PE*8 201 Mechmikal • • • • • • ••• • • • • • ••• • • • • • • • •• • •• • • • ••••• ••• • •• ••• • • • • • •• • DETAIL':Q'• • • (OUTSIDE CORNER, 2 -TRACK SIHQIIV■)" INTERIOR INTERIOR EXTERIOR PRORUCrR vim], as omitting with theFlorida Saildiug Cede Asceptartne No. _ DETAIL'R' A . (INSIDE CORNER, 2 TRACK SHOWN) 6 /vY Division Dew aa** c Omit* f Dies MONT 6/7!07 eedrmY • • •• ••• ... • • • • • • • • • • • • • • • D 91eel INseemt.i OEOomevDOMOI:T•ma • 107D 1NVE RL14427� • P.M X4s2e • NOHOW 86427• Vi tly Better r_ HORIZONTAL SECTION DETAILS, CORNERS me ALUM. SLIDING GLASS DOOR IMPACT arawteare sere rnr. o.mare, rar SOD78O 1/2x 20 , e23 8100 -11 A Woaa A Tuner, P.E PE•L8201 Menhanical ••• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • •• •• • • • • DWG 6 8012 8104 1644 8102 7070 8014A 801313 8103B 8105 8138 8197 1695 8153N 8153X 8022 8145 8148 8148 8149 8150 1224 1643 1052 8047 8185 8184 8156 8176 8111 8110 8112 G 0 POT 88012 B/W 88104 B/W 61644G 88102C B/W 67070K 68014A BNV 68013A BAN 881038 B/W 88105 B/W 8813813/W 7516QLBOLTX 48197N 71.0C34PPTX410 716951( 710X115PPX 78153N 78153X 68022 (BMW) 68145 (BMW) 68148 (BMW) 88148 (BAN) 88149 (BAN) 58150 (B/W) 611 (K) 818431( 710521( 780471( 78185X 78184X 71032X1FPFX 7103239 88156 6/W 48175 WB 88111 BM/ 66110 BNV 68112 S ITEM 2 3 4 5 11 12 13 15 18 19 19A 20 21 22 24 25 26 28 32 40 42 44 46 47 48 50 51 52 53 54 55 58 59 80 61 62 70 71 72 73 74 75 ITEM DWG 8 POT 100 8132 68132W,B 101 8133 68133W,B 102 8134 68134W,B 103 8135 88135W,B 104 8108 88108 B/W 106 8109 88109 BNV 108 8120 68120A 107 8118 68118A 800760 PANEL PARTS DESCRIPTION PANEL STILE STILE ADAPTER (FDEDAND LOCKING) WEATHERSTRIP, .270 X.187 WSTP 4PLY GREY INTERLOCK ADAPTER (LEFT AND RIGHT) NEOPRENE BULB WEATHERSTRIP TOP RAIL! SMALL BOTTOM RAIL TALL BOTTOM RAIL SNAP RALADAPTER BACKER PLATE SCREW COVER 5/16" X2" LAGBOLT, (STAINLESS) LAGBOLT WASHER NYLON 88X3/4" PHIL PAN TEK SCREW 410 SS 1 1/2"W X 1 "L X 3/4 "H FIN SEAL DUST PLUGS CREW 810X 1 1/2" PHIL PAN SMS TANDEM NYLON ROLLER ASSEMBLY TANDEM STAINLESS STEEL ROLLER ASSEMBLY I NTERIOR BEAD 7/16 OR 9/16 LAMINATED BEAD (OGEE STYLE) 1 1/18 LAMINATED BEAD (OGEE STYLE) 9/16" SQUARE BEAD 1 1/18" 10 SQUARE BEAD 7/16" SQUARE BEAD VINYL GLAZING BULB FOAM FILLED NEOPRENE GLAZING BULB SETTING BLOCKS 1" X3/4" X1118", LAMI SETTING BLOCKS 1" X4" X 1/8", 10 GEMINI LOCK W/ LONG TRIM PLATE GEMINI LOCK W/ POCKET TRIM PLATE 10.32 X 1" LG FLATHEAD SS SCREW WITYPE "F" TIP 10-32 STEEL ZINC U -NUT DOW 899, 995 OR INSTANTGLAZE GLAZING SILICONE INTERLOCK TRIM COVER CORNER ASTRAGAL SEALS CORNER RECEIVER ASTRAGAL CORNER LOCK ASTRAGAL CORNER BACKER PLATE TIONS 1,23,4,5 & 6 TIONS 7,8, 9,10,11 & 12 W! 3116 CAP & 7/18 LAMI - OPTIONS 13-18 W/ 3/18 CAP & 9/18 LAMI - OPTIONS 19-24 W/ 1/4 CAP & 7/18 LAMI- OPTIONS 25-30 WI 1/4 CAP & 9/16 LAMI - OPTIONS 31-38 800780 DOOR FRAME PARTS DESCRIPTION 4 TRACK JAMB 3 TRACK JAMB, 2 TRACK JAMB! • • • 2 TRACK JAMB W /.SCRetN TRACK • • • c • •• P-HOOK P-HOOK MOUNT 4T SILL ASSEMBLY 3TSILL • • • • • • • • • • • • • • e ••• .: • • • • • • • • B 800780 DOOR FRAME PARTS CONTINUED ITEM 108 109 110 111 112 113 114 115 116 117 118 119 120 121 ITEM 125 128 127 128 129 130 131 132 133 134 135 141 142 143 148 150 151 152 163 154 166 156 157 158 159 180 181 162 163 184 165 166 187 168 169 170 171 DWG 8118 8115 8117 8121A 8124A 8127A 8128A 8140 8139 8138 8137 8182 8183 8119 DWG 1270 1179 853 727 947 1155 1696 4385 8188 8192 8167 8158 8169 8177 8160 8161 8162 8178 8163 8164 8165 8179 8186 8187 8180 8188 8189 8170 8171 8181 8186 8187 POT 8 88118A 68115A 88117A 88121A WB 88124A WB 68127A W/B 88128A WB 88140A 68139A 88138A 88137A 88182A 68183 68119A POT 8 781PQA 7PAD118 710X34PPSDAX 7SDKEEP 41818K 41722W,K,S 720878 78X38PPAX 44432 W,B 781 PQX 716986 71184W,K,S 78X38PPTX 68188 68192 M 781778 78157K 78158W 78159SN 78160K 78161W 78162SN 781788 78183K 78164W 78185SN 78179B 78168WR 78187WR 78168SNR 78180B 78169KL 78170WL 78171SNL 7818113 78188X 78187X PrT Vblby Bettor DESCRIPTION 2T SILL MID MU. COVER INT EXT SILL COVER 4T SINGLE HEAD 3T SINGLE HEAD 2T SINGLE HEAD 2T W/ SCRN SINGLE HEAD 8141 RISER, 15/8" SILL RISER, 2 3/4" SILL RISER 3 1/2" SILL RISER 41/2 SILL RISER, 51/4 SILL MOUNTING STRIP EXT SILL COVER WSCRN 8LaD780 MISC. & qT PARTS DESCRIPTION FRAME SCREW 88 X1 TYPE A TWINFAST THREAD PAD, OPEN -CELL FOAM ADHESIVE (1/2 X1 1/8) 810X3/4 1E1( TIP PHIL PAN SCREW SCREEN LOCK KEEPER SCREEN KEEPER SPACER SET ROLLER ADJUSTMENT HOLE PLUG BLACK SIMPER (FRAME JAMB) 88X3/8" PHILLIPS PAN HEAD 18-8 SS COME A LONG 8 X1" LONG COMBO SQ/PHIL SCREW 18-8 STST 1 5/8" W X3/4" L X 7/8° H FIN SEAL DUST PLUGS 4 HOLE BUMPER STOP 88 X3/8" PAN PHILLIPS TEK SCREW "0° PANEL BRACKET —12" LONG INTERLOCK REINFORCEMENT HANDLE KIT IN- ACTIVE BLACK HANDLE KR IN -ACTVE SATIN WHITE HANDLE KIT IN -ACTIVE SATIN NICKEL PVD HANDLE KIT IN -ACTIVE BRASS PVD HANDLE KITACTNE NON -KEYED BLACK HANDLE KITACTIVE NON -KEYED SATIN WHITE HANDLE KIT ACTIVE NON-KEYED SATIN NICKEL PVD HANDLE KR ACTIVE NON -KEYED BRASS PVD HANDLE Kft ACTIVE KEYED BLACK HANDLE KR ACTIVE KEYED SATIN WHITE HANDLE KR ACTIVE KEYED SATIN NICKEL PVD HANDLE KITACTWE KEYED BRASS PVD SECONDARY ACTUATOR KR R.H. BLACK SECONDARY ACTUATOR KIT RH. SATTN WHITE SECONDARY ACTUATOR KR R.H. BRASS PVD SECONDARY ACTUATOR KIT RH. SATIN NICKEL PVD SECONDARY ACTUATOR KR LH. BLACK SECONDARY ACTUATOR KR LH. SATIN WHITE SECONDARY ACTUATOR KIT LH. SATIN NICKEL PVD SECONDARY ACTUATOR KR LH. BRASS PVD 1° KEEPER 3/4" KEEPER PARTS LIST ALUM. SLIDING GLASS DOOR, IMPACT ant. NTS ghat tasty Mt se. 21 d 23 8100 -11 A PRODUCT PEV1SCD as cemFlYm&rriW 0m Reads Bab Codo Acceptance No Lucas A Tom, P.E. PE 588201 Mechanical •• • • • • • • . • •• • • • • • • • • • • • • • • • • • •• ••• • • • • •• •• .045 .506 —( F— L r 045 138 .306 I II.. !! I z' 293 .100 I .717 4 `847 INTERLOCK TRIM COVER (88) MATL:6063 -T8 DWG NO. 8158 .857 7116" OG BEAD (28) MAIL: 6063 -T5 DWG NO. 8023A 4.409 -+i ` .062 --a- .713 SILL RISER - 5 1/4" (119) MAIL: 6083 -T8 DWG NO. 8182 9/16" OG BEAD (30) MATL:8083 -T5 aA DWG NO. 8145 FRAME SCREW COVER (18) MATL:8033 -T6 DWG NO. 8138 .125 4 912 .050 1 1/18• IG OG BEAD A MATL: 6063-T5 A DWG NO. 8148 • • • .. , . SILLRISER • • •SliCIIISEIt•31/2" ( 118 ) L• 904130T6 •. (1 , 1 1 1 7 ) 6083•T8 DWG NO. 8137 DWG N8..8138 .713 SILL MOUNTING STRIP (120) MATI 6063 -T6 DWG NO. 8183 .782 r j 1 .050 - ► +- : .850 9!16" SO BEAD (40) MATL: 6063-T5 A(45) DWG NO. 8148 SILL RISER -2 3/4" (116) MAIL• 8063 -T6 DWG NO. 8138 1 442 .985 � INTERIOR BEAD (26) MATL: 6063 -T5 DWG NO. 8022 SILL RISER -1 6/8" (115) MAIL: 8083 -T8 DWG NO. 8140 045 1 1/16" IG SO BEAD (42) MAIL' 6063 -T5 DWG NO. 8149 ?ADDUCT REVISED as complying with rho Flwlde Rogan Cods Acceptance No 8y Miami Division (I /%G /ai Ramey. t» Ri ng: Om ftmft mow RFC 1M1A7 F.K 5/1/07 • ••• • • • • ••• •' • 1d 70EECIS8Y0/�CiY�FOVE P T EXTRUSIONS • • or • -ia�' — ALUM. SLIDING GLASS DOOR, IMPACT eftdod /7�193� cSRRECrrt$ft4I0 l$TQ ia1 - f a{ 4 VislliFj se.. d.L XY∎70(V7 SDD780 ff2 22 s 23 8100 -11 Lucas A Turner, P.E. PE 08201 Mechanical ••• • • • • • • ••• • • • • • ••• • • • • • ••••• • • • • • • • • ••• • • ••• •• •• • • L 1 -- 4.741 771 2.000 .074 0 1 PANEL STILE (1) MATL:6063 -T6 DWG NO. 8012 n.1 1 I - 1.081 i r .075 J LOCKSTILE ADAPTER (2) MATL:8063 -T6 DWG NO. 8104 .125 1.793 CKER PLATE (15) MAIL: 6063 -T6 DWG NO. 8105 . 045 883 -►I 2.099 MID SILL CO (109) MAIL: 6063 -T6 DWG NO. 8115 .080 1.495 'I'= J_. �: 8.794 2 -TRACK SILL {108} MATL: 6083-T8 DWG NO. 8118 2.701 1.938 '-• .101 DOUBLE INTERLOCK {14} MAIL: 6063 -T6 DWG NO. 8101 ASTRAGAL (28) MAIL: 6063 -T6 DWG NO. 8107 L P -HOOK MOUNT 1.000 Q (105) MAT'L.:8063 -T6 t DWG NO. 8109 1.793 .125 241 CORNER BACK -UP PLATE (82) MATL:6083 -T6 DWG NO. 8112 9.002 .100 7i TALL BOTTOM RAIL - 9° {12} MATL:6063 -T6 DWG NO. 8013B .090 -+tl+- 2.442 P -HOOK (104) MATL: 6063 -T6 DWG NO. 8108 2.380 2.324 .101 INTERLOCK ADAPTER (4) MAIL: 6083 -T6 DWG NO. 8102 5.500 .110 7.205 1.938 2.723 .094 77 ^_ - .312 135 CORNER RECEIVER ASTRAGAL MAIL' 6083 -T6 ( DWG NO. 8111 5.186 -+I .074 -- TIP/BOTTOM RAIL - 4 12" (11) MATL:6063 -T6 DWG NO. 8014A 1 ' 1.845 1.172 ►Jr.--- .075 1 1 1 .420 374 A 1.801 F - 1-•3.063+ INTERLOCK REINFORCEMENT (148) MAIL: 6105 -T5 DWG NO. 8192 � 2.838 I� J / 2.424 .084 CORNER LOCK ASTRAGAL (61) DWG NO. 8110 MATL:8083 -T6 0 h r -1300 L .090 SNAP RAIL ADAPTER "O PANEL BRACKET MAIL: 6063 -T6 (143) DWG NO 888 (13) DWG NO. 8103A I I- I � I(( 1.495 I -_ .I _� _�L -1. 1 lf7m [ 3u rii � � I 9.323 3 -TRACK SILL (107) MAUL: 8083 -T6 DWG NO. 8118 r 090 1 1.405 r I .-- 8.085 --I 2 -TRACK SINGLE HEAD (113) MATL:6063 -T6 DWG NO. 8127A `( r- 1.18 1.084 I L .140 1.405 r 4 -TRACK JAMB (100) MATL:6083 -T6 DWG NO. 8132 3 -TRACK JAMB ( 101) MATL: 6063-T6 DWG NO. 8133 140 .090 171171 su II -J2 1.455_l 11 !1 11.144 4 -TRACK SINGLE HEAD MATL: 6083-T6 A ,090 (111 DING NO. 8121A J1 1.495 � .. � 11.853 l' r_ _ 'L ��' _. - I� 92g l J F,.71 , : 1 J E 1 ' 4 -TRACK SILL ASSEMBLY MAIL: 6083 -T8 ( 1,...) DWG NO. 8120 L yr °9° 1.405 II ll t U !1 7.443 2-TRACK SINGLE HEAD W/ SCREEN (120) MATL:6063 -T8 DWG NO. 8128A r 11 8.615 3 -TRACK SINGLE HEAD (112) MATL:8063 -76 DWG NO. 8124A 6.085 .090 2 -TRACK JAMB (102) MAIL: 6083 -76 DWG NO. 8134 I -r-- 1.084 Wishes �j f•• 1.084 if 1 7.443 2 -TRACK JAMB WI SCREEN (103) MArL:6063 -T6 DWG NO. 8135 _ ynggw h �gi Rands Beare Cede Axtvoo9 K. •• Azad a)! Ressler Rnaa eR Px Awn gr FJL Owen 11&07 Oda 5/1 ,07 Aestekex XICUOCR7 I R Arcs A Snow* 1 I 2• : • • • • 1,ri21 {.-- e • �yy l 1.6184 •• • • :. • ++ • •. ••• •' • • • • 0 45 I EXT SILL COVER W/SCREEN • 114'0. >tr SILL COVER MAIL• 6083 -T8 (110) M '1 8083 -T6 n (121. • DWG NO. )°` DWG NO. 8117 • • • ••• ••• • • • • • • • • • • • • •• • • • • • • ••' AVMS4044 !Kt 04 IAA 108d 4l1, 44 FRAME 844ORNIIR AIRTB • • 167 +ve , 34476 P.A BON 1641 RGlialWB, RIB4274 P4GT Visibly Better EXTRUSIONS aex ALUM. SLIDING GLASS DOOR, IMPACT tom 1 /4x 23 s 2 3 8100 -11 780 Reg A Lucas A. Turner. P.E. PE 888201 Me:rental ••• • • • • ••• • • • • • • • • • • • • • • • ••••• • • • • • • ••• • • •• •• S i OP 94660 SMCJM,,, . ACORD.v CERTIFICATE OF LIABILITY INSURANCE PRODUCEN - -- Adv Ins U1VY FTL - Comm Lines 3260 North 29th Ave. Hollywood, FL 33020 -1313 9.54 963 -6666 INauRBO Strueturai & Masonry, Inc. P y p rawn= s • Aaaociation Insurance Company MBE 10750 NW 138 St By 0S I I1�URER HIalaali, FL 33019 a � D ' URER COVERAGES INWRCR E 1 _ INC nixes OF INSURANCE LI Teo BELOW HAVE SEEN ISSuEO TO THE INSURED NAMBO ABOVE FORME POLICY PER Ir: IOD OICATfcO NOTWfTHSTANDINO ANY REt1tJU EMENT. TERM OR CONDTION OF ANY CONTRACT OR OTHER DOCUMENT M TH RESPECT To WHIGII TH'S CER7tPIOA re MAY BE ISSuE3 OR MAY PERTAIN. THE INSURANCE ACFOf oED BY !RE POLICIES DESCRIBan HERhIN 1S BUBJECT 70 ALL THE TERMS, EXCLUSION$, ANO CONDITIONS OF 6UCH POLICtes. AciaRi'OATE LIMIT$ 3MOY. NAY HAY! BWI Rapti D EY PAID CLAIMS. LTR A rrpf or rouirANGE POLICY WNW" G KE A6 U 1' A$IU GLP006B44400 CflM un AI. GENERAL wow CLANG MAD ` ^' E OCCUR O ri Ped:2,500 GEA& ATE UWT APPLE PER PRO K7 . Log: f7T4 _�/ilri ■ OTNCR IR AUTDOBILE LIAEjUTY ■ ANY AUTO AM, AUTOS sCNGDU Eb AVTOB MIRED AUTO) NON -0 NEDAUTOS OA*A9! W►a1L1Tr ANY AUTO DEWICTBLE RETENTI�I S • EYCL LlwraRT occult MAINS *We *COMM eOYPt!NBATToN AND W01002187403 EAIF WTEita' LIADIUTT ANT I ROPALA TORPARTyF C11TIJr OFFICER/MEMBER EtOLuoED7 d� Ouoc +SPEGAL PROVISI Na aur4. lar§rD� 06124/08 0812411 08/04/10 05/04/11 ORBOR®T1ON OF OPERATIONS 1 LOcATtONB: VEWCi.B* r19(CW DD iIOHe AWED HY nNOORasurAT/ Sp Otal. PROWatONa Workers Compensation policy includes Blanket Waiver of SUbropatlon, CERTI FICATE H OLDER ACORD 25 (20D1103) 1 of 2 t0 Miami Shores Village 10050 NE 2nd Ave Marra, FL 33116 1JSE36761/M636724 5/1 3/2010 THIS CERTIFICATE It ISSUED AS A MATT or )NFORMATION No RIGHTS uPoN THE CERTIFICATE HOLDER. TH 8 CER DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFPORbING COVERAGE % NAIC yI rr aUAERA; VIninga In04ranos Company DATE IMM✓oDDYY1 EACH OCCURRENCE DAMAGE 1 Mau'(ap WiFNIAPN fa ocw...►mr' NO WyI a o•••.r) PEABONAL a ACV INJURY GENERM.ASORPGATE uwT9 PRODUCTS- C OMPIQP AGG COMBINED 2=W LIMB (Ea aadoeln) • l poison) ▪ oL Y B ODILY INJURY MA OANOINO OTHER flout Aviv ONLY: AGGREGATE 5./CELLATION 10 Oayy for Non- Pawner!) 1 'soave s _ __,......_ A do 009 ( ( DOSAGE 0 AUTO ONLY- EA ACCroern EAACC _ 1 AOG 5 Ir RB4�•r� 1 a e .I. EAyw ACCIDENT 11,0110,000 E o/a2;WE - EA Emkores :1,000.000 EL O19EABE_ POypyso447 s1 000 no • SNNOYLD ANY OF THB ASOv9OESCRMED POLICES BB CANCELLED 6EFORE THE EXPIMTtoA DATE TNERl op, Tam ammo IHOURERWP .LEIm4AVORTOMAIL 40 DATOarRTTrEN NOI Km To THE DERT(FIC 1 NOLDBR NAtiao To THE LEFT. WY FAILI)RC TO Do 8O SHALL wool NO OBLIGATW N DR L ANtLT Y OF ANY I({IID UPON 'THE, IMF:ak ITS AGENTS OR r REPRE9ENTATHe5. AU NORCEO RFPREBD TATAN A 111 R Armin r51150ACIAT /rm noon VZE =60 01E— LI —XvW COVERAGES 8 t0 °d ACORtx CERTIFICATE OF LIABILITY INSURANCE mutroocen -- Aev in UfW FTL - Comm Lines 3260 North 29th Ave. Hollywood. PL 33020 - 1313 954 963.6666 IRBII O G1ian Structural & Masonry, Inc. 10760 NW 138 St Bay es Hialeah, FL 33018 THE POLICIES Or INSURANCE UST €D BE-LOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTNiTFISTa,NDINEI MAY PERTAIN. � j U A A BY OU E D ESCRIBED HEROIN IS TO u THE TERMS - USIONSS ANO C OND:T ORS Dr SUCH POLICIES. AGGREGATE LIMIT$ SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. tn►. DFINSURANGe 0 ° WM. LIABILITY GOP•MI aoTAL GENERAL LIALUTV Gluts! MAQE LE OCCUR Pb D0d2.500 : 64660 ISANCN INSURER O: I E: D ICY MAWR GLP006844400 00/24/00 GEML ACCPROAtE OMIT APPuF,B PFR: POLICY - PRO. - LOG AUT4MORAE (AaILJTY ANY AUTO /3/1. OWNED AUTOS SGNGyUL ® Auras WIRED AUTOS Nom-am= Auras GARAGE LABILITY ANY A1JT0 IOADP.BatUNIIIRELLA UMiJTY TaFFIA, G..IMS Mope 0E0UCT>Bf.E ■ RETENTI VAMP* CONAtYMmtlnN ANO 0 MPLOYE*OI' LINN/ITV ANY PRCPRIETOIINJLRTYFR+F.XECUTNI: OFRCEFIA!MIRR EXcLunem e S.:t PArPA • • wow once WCV002137403 RTIFlCA OLD -R Miami Shores Village 10050 NE Zncl Ave Miami, FL 33131 /WORD 25 (2001/08) of 2 ..#3636761/14636724 eArF puwpAnvYI J 5113/2010 T HIS CERTIFICATE IS ISSUED AS A MATTER or INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THAI CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED Atv THE POLICIES SELOw 1 NAIL R II _URERS AFFORDING COVERAGE tNBURekA: V1nln1s Insurance Company eisuAeR s: Aaepciatlon Insurance Oompan)r INSURER C DATE tpoVD01'M DA7f U– YYI 05/04/10 00124110 05/04111 0E9tRtFPT.Ou OF OPKRAT10O 1 LOCAT1ONA r vIIIAOLES /O55LU1I0,.3 ADDED UV Workers Compensation policy inclutlea RIankat Waiver of Summa ° t, n l � P Ne CANCtr ,CATION w , - 10 Domfor Non- Pevment UNTI'(! 25445 LIRA gi C LIRAt:t>GC c100 000 150500 ARO VIP Dmv 00 GENERAL AscuareATE _12.000,000 COMBINED SINGLE UIIT (Ea :wenn 8�00LY N U 111:3131/y INjuRY T; AGaNl ATE 3 I 3 PROPERTY (Aaraalslr4) DAHAMIN 1 AUTO Oss-t . EA ACCIDENT 1 _ OTNER EA ACC t AUTO ONLY AUG �d - EACH OCCURRENCE + .I eAFH ACCIDENT 31,000,000 5 1- DI ASE- 6AF EE 11,000,000 EL tsaEAEE - POLICY UNIT S1 ,000.000 BtOULU ANY OF THE AMC DC3Cwelp POLICIEI it C ACELLED WERE T}Ig EXhnitiON DATE TN NW. THE moms *WEER WILL ENDEAVOR TO R1AI1 40 DAye wan TEN NOT 70 THE FP-FORMATS HOLDER MAIM *MINE 1 BM PAWED TO DO SO MALL eaFoRE NO OE LIGATIOY OR LIAt37LIry OP ANY (ONO UPON TIM mauler*, , TA Atlanta ON E►RA AUTHO*O RFPWEI,$TAT1VE •■••■•■• It A PAM n o.nnnw,.. o..... V9ta60 Ot — LT —��W NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION � -,-� PERMIT NO. TAX FOLIO NO.1 MO05 RO STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/agldre 2. DescripVo of im•,•vement: 3. Owner(s) name and address: Interest in property: _a(o Name and address of fee simple titleholder: 4. Contractor's name and a Q . ta�yi\ o j notices or • er d 7.1:1 5. Surety: (Payment bond Name and address: Amount of bond $ 6. Lender's name and address: cifie Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 required by owner from contractor, 11111111111111111111111II I11I II 1111111111111 CF 2010803296655 OR Bk 2728? Ps 0519► (1os) RECORDED 05/17/2010 13 :52 :26 HARVEY RUVIN, CLERK. OF COURT fIAt1I -DADE COUNTY: FLORIDA LAST PAGE 1 to r T s _i if more or ruarrA, ettLIVOFEMS t J:REBY CZRr /'?;'JP Picas is /I/ 1. copy ad On = U _ ___- . = 7. Persons within the state of Florida designated by Owner upon wh provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: uments may be served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: piration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a r en ... AEA. PL AEA at re of • wn : t Owner's Na W � 5 vv Il � Ge n Sworn to and subscribed efore me this 10 day of , 2060. nera Prepared by Address: