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WS-14-50,443 Miami Shores Village JAN 10 2014 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 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No.w5 i y Permit Type: BUILDING JOB ADDRESS: 3 t 0 I I ROOFING City: Miami Shores County: Folio/Parcel#: t 3 a 0 (,_ O 13 e 5 6 a U Is the Building Historically Designated: Yes NO X Miami Dade zip: 3 3 13 Flood Zone: OWNER: Name (Fee Simple Titleholder): C i cm) Phone#: 3 ©S. -444- 8 807 6x1-) Address: 370 WE ? 7 City: M k ' S he-re S State: la- Zip: 3 3 13 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �- -c' ►"" �-'� I' Q �'"� Phone#: 3 0 5- , s b "g t ‘ 6 Address: 6115 S i.•o OA 4' E- '-r-r, City: M a G: 1.1.1. t' State: l^ Zip: 3 17 L Qualifier Name: jot, vA Y D eta K Phone#: 30 s' 2 6— & 66 6 State Certification or Registration #:.25 -YOU Cell 3 7 " -14 Certificate of Competency #: Contact Phone#: rig 6,m 3 70-00 443 Rmail Address: to r../363 Cs con/ p614,4 es . tro rkk DESIGNER: Architect/Engineer: �t� -r"�a � ��-i"o t-� Phone#: 7e f 3 5 5 61 Lb Value of Work for this Permit: $ ` I< Square/Linear Footage of Work: Type of Work: ClAddition OAlteration Description of Work: R ef i a...e 5 Pe -4-1-e ei n4...0 a Q.©ir11Z e ra dikeo 1 ONew URevai ODemolition Si a del 42e, Dec' s A s k 13 c A)Ze ld'v1tuaeraLQCS' Color thru tile: Submittal Fee $ j 0 Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE$I •°O. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 205563 Permit Number: WS- 1 -14 -50 Scheduled Inspection Date: May 21, 2014 Permit Type: Windows /Shutters Inspection Type: Final Owner: CLAUSSEN, KENNETH AND VIRGINIA Work Classification: Window /Door Replacement Job Address: 370 NE 97 Street Miami Shores, FL Inspector: Rodriguez, Jorge Project <NONE> Contractor: THE COMPANIES OF R&S INC Phone Number Parcel Number 1132060135820 Phone: 305 - 256 -6666 Building Department Comments REPLACE 5 PATIO SLIDDING DOORS AND 3 MASTER BATH WINDOWS BRONZE FRAME/BRONZE IMPACT GLASS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 20, 2014 For Inspections please call: (305)762.4949 Page 5 of 30 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature \[L MN-P"1 Owner or Agent Contractor The fore, in instrument was acknowledged before me this The fo rn; ' : trument was acknowledged be Alr �, by Vi to rr OSS fr %.3, day of 1' 4 , by / day o' - ' 201 who is personally known to me or who has produced T1 is personally known to who has produced -S- Ie'-'" A identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ■(a ( at t t 56 1 t s My Commission Expiressnk►ar P MAFIA WI, au * MY OMISSION #EE874068 �9 : `oP EXPIRES: May 17, 2017 a * * * * * * * * * * *** *** * * * *'4s.04* APPROVED BY NOTARY PUBLIC: Sign: Print: (A1A SinAl/) Sa l L S My Commis * , <ti ! EXPIRES: May 17, 2017 /koane Banded Urn .;,:,,,,: NetryServices ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • ma IL SOUS MI' COLNISSIQN # EE 874068 Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10107)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) L-CeI WmdoWs ancl-Doors7nc.Y 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 and accepted by Miami -Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. -ESCRWTION Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements - L.1VLI:? APPROVAL DOCUMENT: Drawing No. W10 -31, titled "Series 150 Sentinel Alum. Sliding Glass Door (L.M.I./ S.M.I.) ", sheets 1 through 16 of 16 including 9A and 11A, dated 05/20/10 with revision "F" dated 12/04/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Mimi-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. Confidential RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0119.04 and consists of this page 1 and evidence pages H-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov /economy MIAMIDDADE COUNTY APPROVED .541 ‘2,0v7- Appr No li-0821.167 6 te: September22; 20157 val Date: December 20,2-012 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10 -31, titled "Series 150 Sentinel Alum. Sliding Glass Door (L.M.I./ S.M.I.) ", sheets 1 through 16 of 16 including 9A and 11A, dated 05/20/10 with revision "F" dated 12/04/12, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, 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, Type "C" sliding door, Grade 10, per ASTM F 842-04 and per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of Alum. SGD prepared by Architectural Testing, Inc., Test Report No. ATI— C0733.03- 450 -18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of Alum. SGD prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL- 0080 - 1208 -090, dated 07/30/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.1 5) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 08/20/12, prepared by Al— Farooq Corporation, signed, sealed and dated 12/05/12 by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 12-0821.16 Expiration Date: September 22, 2015 Approval Date: December 20, 2012 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11- 1102.11 issued to Solutia, Inc. for their "Saflex Clear and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16 3. Notice of Acceptance No. 11- 1102.09 issued to Solutia, Inc. for their " Saflex CP - Saflex and Saflex HP Composites Glass Interlayers with PET Core" dated 06/14/12, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC- 2010, issued by Al- Farooq Corporation, dated 08/20/12, signed and sealed by Javad Ahmad, P. E. 2. Proposal No. 11 -1225 issued by Product Control, dated 11/2/11, signed by Ishaq Chanda, P. E. 3. Laboratory compliance letter for Test Report No. ATI- 00733.03- 450 -18, issued by Architectural Testing, Inc., dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. 4. Proposal No. 09 -1073 issued by Product Control, dated 07/19/10, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 10-0510.15) 5. Laboratory compliance letter for Test Report No. HTL- 0080 - 1208 -090, issued by Hurricane Test Laboratory, LLC, dated 07/30/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.15) G. OTHERS 1. Notice of Acceptance No. 12- 0119.04, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150 Aluminum Sliding Glass Door w/ wo Reinforcements - L.M.I.", approved on 03/22/12 and expiring on 09/22/15. Jaime D. Gascon,'P. E Product Control Section Supervisor NOA No. 12-0821.16 Expiration Date: September 22, 2015 Approval Date: December 20, 2012 E -2 (sheet 1 of 16) FALSE MUNTIN OPTIONAL 282 13/18° 42 1/8" Di. OPG. ANCHORS IN PAIRS 1 AT HEAD /SILL /JAMBS III FRAME WIDTH ADDL. PAIR OF ANCHORS FOR WOOD INSTALLATIONS ONLY SEE CHART ON SHEET 8 FOR CAPACITY 18" MAX. HEAD /SILL 'EE SHEET 8 PI I I j' I PANEL HEIGHT 86 5/18" —_ — I I I II II -- r---- -14--- 11 II U „ - REINFORCING AT INTERLOCKS /—OPTIONAL SEE SHEET 7 // ..' a i% .*' o _ _ JLJL I � // II '/' LL%' IT r H {; II ' I ' I I I I I //. '7. .' // �. .' % .,' II II 'I II it II '1© II 1 o g d I O gld _ d-_ POCKET JAMB (SEE SHEET 4 & 6 & DETAIL M ON •SHEET 13) 8 (1) VEEP CLUSTER 8" 8° (2) WEEP CLUSTER THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 150 SENTINEL ALUMINUM SLIDING GLASS DOOR APPUCABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT IiAS BEEN DESIGNED AND ItDVtU TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, 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 ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO SIttL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 8" 8" (2) VEEP CLUSTER (2) WEEP CLUSTER TYPICAL ELEVATION REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 1, STEP 2 STEP STEP 4 L f 42 1/8° 42 1/8 °. 8 8 (2) MEP CLUSTER DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPUCABLE ASCE 7 STANDARD. DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 7 FOR THE GLASS TYPE AND REINFORCING TO USE. PRODUCFREV1SED USING CHARTS ON SHEET 8 SELECT ANCHOR OPTION Th tx8ht4ePlodda WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFtEDA No " �.! _ IN STEP 1 ABOVE. ,,Date /,fl7y D.L OPG. 48 1/8" PANEL WIDTH THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. D.L OPG. 48 1 /8° 8° 8" (2) VEEP CLUSTER PANEL WIDTH 8° MAX. HEAD /SILL CORNERS (1) VEEP CLUSTER D.L OPENING D.LO HEIGHT = DOOR HEIGHT — 9 11/16" D.LO. WIDTH = PANEL WIDTH — 6" U LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE /SMALL MISSILE IMPACT Engr. JAVAD AHMAD FIA PE # 70592 CAN. 538 C 05 2012 Z �e. ra O II. Ot O°f •x0 8 Q 3� rip et 3 2r �•a A C 0 n U m v 0 A .0 W C m v 0 0 N 4 8 N_ 0 C U 0 4 0 n Z3 0 a drawing no. W10 -31 FALSE MUNTIN OPTIONAL 190 9/16" ANCHORS IN PAIRS AT HEAD /SILL/JAMBS DOOR FRAME WIDTH 6" MAX. AT STILE ENDS ADDL PAIR OF ANCHORS FOR WOOD INSTALLATIONS ONLY SEE CHART ON SHEET 8 FOR CAPACITY 16" MAX. HEAD /SILL %%EE SMUT .___ I II \li. II —. — D.L OPG. G I II If H1 II — I II /. �1 /%1 I , I , I I 1 1 1 I IL 1 Ir 1 I� 1 i I 1� t=F J1 ,. // %. I� (P gad 01 // • 1 - (1) VEEP CLUSTER 8" 8" (2) iEEP CLUSTER 6" MAX. HEAD /SILL CORNERS 42 1/8" 8° 8° (2) BEEP CLUSTER TYPICAL ELEVATION (TESTED UNIT) D.L. OPG. 48 1/8" PANEL WIDTH 42 1/8° D.L. OPG. 48 1/8" 8 REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. 6° e' (2) PEEP CLUSTER as complying wih&eHolds Banding � a No PANEL WIDTH Lam 8°a (1) VEEP CWSIER D.L. OPENING D.LO HEIGHT DOOR HEIGHT — 9 11/16" D.LO. WIDTH PANEL WIDTH — 6' Engr: JAVAD AHYAD cw FM PE # 7 0592 C.A.N. 3558 5 C052'012 1134"u z g m O rg o O t a 8 Op a 0.o a e tivai 4w3E i stEsg 8 0 z 8 FAX. (305) 593 -6592 0'1 C 0 m v G O C Ca 1Y 1 0 V d 0 0 C U O W V 0 A scale: 1/2 %er -0• . b` drawing no. W10 -31 sheet 2 of 16 REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 7 FOR CAPACITY —. — _ m //. // ,/, /1 42 1/8" 8° 8° (2) BEEP CLUSTER TYPICAL ELEVATION (TESTED UNIT) D.L. OPG. 48 1/8" PANEL WIDTH 42 1/8° D.L. OPG. 48 1/8" 8 REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. 6° e' (2) PEEP CLUSTER as complying wih&eHolds Banding � a No PANEL WIDTH Lam 8°a (1) VEEP CWSIER D.L. OPENING D.LO HEIGHT DOOR HEIGHT — 9 11/16" D.LO. WIDTH PANEL WIDTH — 6' Engr: JAVAD AHYAD cw FM PE # 7 0592 C.A.N. 3558 5 C052'012 1134"u z g m O rg o O t a 8 Op a 0.o a e tivai 4w3E i stEsg 8 0 z 8 FAX. (305) 593 -6592 0'1 C 0 m v G O C Ca 1Y 1 0 V d 0 0 C U O W V 0 A scale: 1/2 %er -0• . b` drawing no. W10 -31 sheet 2 of 16 XXX (SHOWN) Oxx xxo XXX (REVERSE) XXXXXX (sHOwN) oxxxxO XXXXXX (SHOWN) OXXXXO APPROVED CONFIGURATIONS NON — POCKETED DOORS (NON - REINFORCED SHOWN) THREE (3) TRACKS EXTERIOR PRODUCT � Florida Building Coda Acceptance No Engr: JAVAD AHMAD CdWL FIA. PE if 7032 C.A.N. 3538 drawing no. W10 -31 sheet 3 of 16) IH XXX (SHOWN) Oxx xxo XXX (REVERSE) XXXXXX (sHOwN) oxxxxO XXXXXX (SHOWN) OXXXXO APPROVED CONFIGURATIONS NON — POCKETED DOORS (NON - REINFORCED SHOWN) THREE (3) TRACKS EXTERIOR PRODUCT � Florida Building Coda Acceptance No Engr: JAVAD AHMAD CdWL FIA. PE if 7032 C.A.N. 3538 drawing no. W10 -31 sheet 3 of 16) r POCKET I r POCKET 1 1 1 � I Co 9 Q 9 • t OrI I ,T)-1 r I g i POCKET c — i O 9 1 o°� u� I O.0 �i p OX-01) I �" I X I' X I tae 0 -1 XXXX X 0 XX - XXXX X X X x r x -0,4 Z v © I 4. _ °z 1 6 I ON Io. n' o A i I x� POCKET � I POCKET 1 r POCKET 1 r POCKET O I h t I q 1 1 A 1 O r 1 e if iii lir, z 1911 I A Z a� 1!' a � . 1� ��� +11 a El II al if i 1IIii 1 V• O m 1 1 1- r AIR , 4 1�- A N • Z - :V W Imo: - v iiiI !_ _ �[ _' g r i. v g o ct, "me: A 0 It --L r ing■ 1: $ as ITIi 71 ... 1 I I 1 1 1 1 POCKET I L J a 'Ida. 05 -20-10 )"(revisions: ? -( STIES 150 SEEM A� WM DOOR (L�.1./S.114) AL- FAROOQ CORPORATION 0 o no dote by description a "'• scNa - C 04.29.11 REV. PER BNC COMMENTS ENGINEERS & PRODUCT DEVELOPMENT p CGI WINDOWS & 1238 S.W. 87 AVE p. ,o 0 10.10.11 NO CHANGE THIS SHEEP 10100 N.W. 25TH STREET MIAMI, FLORIDA 33174 C 0 ILL , I dr. by: HAMID E 08.29.12 HEAD & S REVISED W = l F 12.04.12 NO CHANGE THIS SHEET MIAMI, FL. 33172 TEL (308) 28448100 FAX. (308) 2624397E3 O1 —4 c - ( 1_• TEL (305) 593 -6590 FAX. (305) 593 -6592 j COMP- ANL \W10- 31CGI) PXXX(SHOWN) XXXP O o- ANEL WIDTH DOOR FRAME WIDTH EXTERIOR PXXXXXXP (SHOWN) EXTERIOR PXXXXXX(SHOWN) PXXXXXO XXXXXXP OXXXXXP APPROVED CONFIGURATIONS POCKETED DOORS (NON- REINFORCED SHOWN) T REE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL. AND TO BE REVIEWED BY AHJ. DOOR FRAME WIDTH EXTERIOR PANEL WIDTH 052012 drawing no. W10 -31 (sheet 4 of 16 4. O o- ANEL WIDTH DOOR FRAME WIDTH EXTERIOR PXXXXXXP (SHOWN) EXTERIOR PXXXXXX(SHOWN) PXXXXXO XXXXXXP OXXXXXP APPROVED CONFIGURATIONS POCKETED DOORS (NON- REINFORCED SHOWN) T REE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL. AND TO BE REVIEWED BY AHJ. DOOR FRAME WIDTH EXTERIOR PANEL WIDTH 052012 drawing no. W10 -31 (sheet 4 of 16 EXTERIOR XO SHOWN) OX PANEL WIDTH PANEL WIDTH #8 X 3/4° SMS AT 24° O.C. MAX. FRAME WIDTH EXTERIOR PANEL WIDTH MAX. FRAME WIDTH EXTERIOR OXXO XXXX(sfMILAR) PANEL WIDTH APPROVED CONFIGURATIONS NON — POCKETED DOORS (REINFORCED SHOWN) TWO (2) TRACKS 05201Z drawing no. W10 -31 POCKET CAVITY NOT BY COI SNOT PART OF THIS NOA EXTERIOR PX (SHOWN) XP DOOR FRAME WIDTH POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AH 1. EXTERIOR PXX (SHOWN) XXP DOOR FRAME WIDTH EXTERIOR EXTERIOR PXXXXP DOOR FRAME WIDTH guiRec M;i®il�aae EXTERIOR PXXXX (SHOWN) PXXXO XXXXP OXXXP PANEL WIDTH APPROVED CONFIGURATION$ POCKETED DOORS (NON — REINFORCED SHOWN) TWO (2) TRACKS C 0'5 2012 drawing no. W10 -31 sheet 6 of 16) (sheet 7 0116) DESIGN LOAD CAPACITY - PSF (GLASS) Para, 10M8 INCHES DOOR 15 ff INCHES GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & '81' INTERLOCKS W/O REINF. INTERLOCKS WITS REINF. EXT.( +) INT•( -) ExT.( +) NU-) 24 -1/8 80.0 800 80.0 80.0 30 -1/8 80.0 60.0 80.0 80.0 38-1/8 60.0 60.0 80.0 80.0 42 -1/8 60.0 80.0 80.0 800 48 -1/8 80.0 60.0 80.0 80.0 54-1/8 80.0 80.0 80.0 800 24-1/8 60.0 80.0 80.0 800 30-1/8 80.0 600 80.0 80.0 36 -1/8 800 80.0 80.0 800 42 -1/8 600 80.0 80.0 800 48-1/8 800 60.0 80.0 800 54-1/8 80.0 80.0 80.0 800 24 -1/8 80.0 80.0 80.0 80.0 30 -1/8 e0.0 80.0 80.0 80.0 38 -1/8 90 800 60.0 80.0 80.0 42 -1/8 80.0 60.0 80.0 80.0 48-1/8 ' 80.0 60.0 80.0 80.0 24 -1 /8 60.0 80.0 80.0 800 30-1/8 80.0 80.0 80.0 80.0 38-1/8 88 80.0 80.0 80.0 80.0 42 -1/8 60.0 80.0 80.0 80.0 48 -1/8 60.0 80.0 800 80.0 APPUCABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. INTERLOCKS W/0 REINF. INTERLOCKS WITH REINF. 0 a H Zf 3/16" ANN. GLASS .075° ' Soflex CP- Soflex and Soflex HP Composites Gloss Interlayers With PET Core' by Solutia Inc. Or .090" ' Soflex Clear and Color Gloss Inetrlayers' by Solutia Inc. Or 090° 'DuPont Sentry Glas Interlayer by E.I. DuPont DeNemours & Co. 3/16" HEAT STREN'D GLASS SIUCONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS SETTING BLOCKS AT 1/4 POINTS ON UTES WIDER THAN 36° EPDM DUROMETER 85 ±5 .075° ' Soflex •CP- Soflex and Soflex HP Composites (lass Inttrlayers With PET Core' by Solutia Inc. Or .090" ' Saflex Clear and Color Glass Inetrlayers' by Solutio Inc. Or 090° 'DuPont SentryGlas Interlayer by E.I. DuPont DeNemours & Co. _ 3/18" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS SETTING BLOCKS AT 1/4 POINTS ON UTES WIDER THAN 36° EPDM DUROMETER 85±5 3/8° AIR SPACE 3/16" TEMP. GLASS 3/16° ANN. GLASS .075° ' Soflex CP- Soflex and Soflex HP Composites Glass Interioyers With PET Core' by Solutia Inc. Or .090" 'Saflex Clear and Color Glass Inetrlayers' by Solutio Inc. Or 090° 'DuPont SentryGlos Interlayer by E.I. DuPont DeNemours & Co. 3/16° HEAT STREN'D GLASS SIUCONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 3/8" AIR SPACE 3/16" TEMP. GLASS 2 H SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 85 ±5 GLASS TYPE 'Al' 1" OVERALL INSUL. LAM. GLASS 3/16" HEAT STREND GLASS GLASS CAPACITY CHARTS AIR SPACE CONSISTING OF; SPACER. :0045" THK. ST. STEEL SPACER AROUND THE PERIMETER OF THE GLASS. .075" ' Soflex CP- Soflex and Soflex HP Composites Gloss Inttrlayers With PET Core' by Solutia Inc. Or 090° ' Soflex Clear and Color Gloss Inetrlayers' by Solutia Inc. Or .090" 'DuPont SentryGlas Interlayer by E.I. DuPont DeNemours & Co. 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 85 ±5 GLASS TYPE '$1' 1" OVERALL INSUL LAM. GLASS GLAZING OPTIONS Pg ama%REWIND as complying with the Bps Asoopianot No 11 FOR STD. SILL WITHOUT RISER LIMIT EXT. ( +) LOADS TO 60.0 PSF FOR SILL WITH RISER MAX. EXT. ( +) LOADS ARE 80 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr. JAVAD AHMAO CIVIL ru. PE 70592 C.A.N. i:i DE 052012 U 0 a. 0 • m m a 0 C n tr tr a .0 IN 0 4 0 0 4 S 0 0 C eo 0 m V I 0 W S. drawing no. W10 -31 TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR - QUANTITIES 28Y WOOD BUCKS SEE NOTE SHEET 1 ANCHOR TYPE A INTO 2BY WOOD BUCKS OR WOOD' STRUCTURES TYPICAL ANCHORS: SEE ELEV. FOR SPACING . TYPE 'A'- a 6 TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES 1BY WOOD BUCKS SEE NOTE SHEET 1 III►-- -�I_I� 7 1111711 . V ANCHOR TYPE A THRU 1BY WOOD BUCKS INTO 3 KSI CONCRETE TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES EDGE' disc MEd° i s WOOD BUCKS AND METAL. STRUCTURES NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND . TRANSFER THEM TO THE BUILDING STRUCTURE. - ' - - AT HEAD - • - • - ' - • - ' -1 I- . - 1 /4" DIA. ULTRACON BY 'ELCO' (Fu•177 'KSI, Fy.155 KSI) TYPE 'A'- THRU 1BY BUCKS INTO CONCRETE I I 1 -1/4" MIN. EMBED INTO CONCRETE THRU 2BY BUCKS INTO CONCRETE 1/2" MIN. EMBED INTO CONCRETE I TYPE 'B'- 1/4" DIAL ULTRACON BY 'ELCO' (Fu= 177 KSI, Fy=155 KSI) I I TYPE 'B'- DIRECTLY INTO CONCRETE 2" MIN. EMBED TYPE 'C'- 014 SMS OR SELF DR IWNG SCREWS (GRADE 2 CRS) TYPE 'C'- INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ' L -AT SILL -'- - • - - TYPE 'B'- 1/4" DIAL ULTRACON BY 'ELCO' (F0)177 KSI, Fy.155 K51) DIRECTLY INTO CONCRETE 1_ 1,4- EMBED ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE POURED •P HARDENED NO- METALLIC /NON- SHRINKAGE HIGH STRENGTH GROUT re - 5000 PSI MIN. NOT BY C.G.1. MUST TRANSFER SHEAR LOADS TO STRUCTURE SILL RISERS SEE SHEETS 9, 9A, 11 & 11A FOR DETAILS AND SHEET 7 FOR CAPACITY v ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE - • - -AT IAMBS- - • - - 1/4" DIAL ULTRACON BY 'ELCO' (Fu - 177 KSL, Fy.155 KS1) INTO 2BY WOOD BUCKS OR WOOD 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. ULTRACON BY 'ELCO' (Fu = 177 KSI. Fy. 155 KS1) DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ®14 SMS OR SELF D LING SCREWS (GRADE 2 per) • INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO CONCRETE OR MASONRY 1° MIN. INTO WOOD STRUCTURE - 1° MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS Pc - 3000 PSI MIN. 0 -90 HOLLOW/FILLED BLOCK AT JAMBS Pm • 2000 PSI MIN. TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES O W INSTALLATION CONDITIONS SHOWN APPLY TO BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH STD. OR ALTERNATE FRAME HEAD AND SILL. TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES ANCHOR TYPE C INTO METAL STRUCTURES OR APPROVED MUWONS DESIGN LOAD CAPACITY - PSF (ANCHORS) PANEL WIDTH INCHES • DOOR NOW MOMS ANCHORS TYPE A' ANCHORS TYPE 'H' & 'C' CLUSTER OF CLUSTER OF 4 6 4 24-1/8 30 -1/8 36-1/8 42 -1/8 48 -1 /8 54-1/8 80 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 24 -1 /8 30 -1 /8 36-1/8 42 -1/8 48-1/8 54-1/8 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 75.9 80.0 80.0 24-1/8 30 -1 /8 38 -1/8 42-1/8 48-1/8 90 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 73.7 80.0 80.0 24 -1/8 30 -1 /8 36 -1/8 42-1/8 48 -1/8 96 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 74.1 - 80.0 67.5 80.0 80.0 * INTERPOLATION BETWEEN WIDTHS AND HEIGHTS ACCEPTABLE NOTE: ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION WITH GLASS CHARTS ON SHEET 7 LOWER APPLICABLE VALUES CONTROL. * THIS SIZE ONLY USE CLUSTER OF 6 FOR ANCHOR TYPE B Engr. JAVAD AMMO CARL FLA. 70592 CAN. RODUCT REVISED us complying with theFtaifda Sanding Cade Acceptance No ‘u z g' iemi O d rg o u. O t OR o m a to o opi Q 0. 8 FAX. (305) 593 -6592 6 C 0 U 1 C 0 0 0 i3 a 0 N L 0 C a W I- 0 drawing no. W10 -31' (sheet 8 of16) SEE SHEET 8 FOR ANCHORS EDGE DIST. jt 3 1/2° 1r MINA_. .. III -"meson/ k d` HT tj 1 EDGE GIST. WEEP SIZE 1 /4° X 1 /8° REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILL COVER OPTIONAL SILL RISER REOD. FOR LOADS ABOVE +60 PSF SILL RISER REOD. FOR LOADS ABOVE +60 PSF • EDGE '01ST. • • • EDGE 'DIST. ' A KSI CONC. SEE SHEET 8 FOR ANCHORS EC 0 5 20t3r THREE (3) TRACK DOOR DETAILS (sheet 9 of 16 sheet 9A of 16) M x z Ea m S 0 EDGE DIST. SEE SHEET 8 FOR ANCHORS 0 0 a. 0 1 O a WEEP SIZE 3/4° X 3/16° REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS SILL RISER READ. FOR LOADS ABOVE +60 PSF SILL RISER READ. FOR LOADS ABOVE +60 PSF LO E11.1 6 { F1�� tf3= �i2�JriE%ft � .'.'.':.'.'.'.'.'.'. II \ . e d 4 Y. •!I DIST. '. •. a 1 39'4•. MIN • EDGE Engr. JAVAD R MAD CIVIL FLA PE # 70592 C.A.N. 9; Lts co t�� with tb eFledde B 8� Avospitmos NOir�. SEE SHEET 8 FOR ANCHORS 1.16 ALTERNATE THREE (3) TRACK DOOR DETAILS ‘u 0 3 a C 0 _ U o 0 as i cr D 0 0 YN O O C 0 G W C- 0 iZ a I drawing no. W1 0-31 .... _. ._ I_ 1„,w,,wil , ilL.1_,,ii _—. e e 6b Ln III, li I: iiii 1 li it 11 • I• III I , WEEP SIZE 3/4° X 3/16° REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS SILL RISER READ. FOR LOADS ABOVE +60 PSF SILL RISER READ. FOR LOADS ABOVE +60 PSF LO E11.1 6 { F1�� tf3= �i2�JriE%ft � .'.'.':.'.'.'.'.'.'. II \ . e d 4 Y. •!I DIST. '. •. a 1 39'4•. MIN • EDGE Engr. JAVAD R MAD CIVIL FLA PE # 70592 C.A.N. 9; Lts co t�� with tb eFledde B 8� Avospitmos NOir�. SEE SHEET 8 FOR ANCHORS 1.16 ALTERNATE THREE (3) TRACK DOOR DETAILS ‘u 0 3 a C 0 _ U o 0 as i cr D 0 0 YN O O C 0 G W C- 0 iZ a I drawing no. W1 0-31 EXTERIOR PANEL WIDTH 1X6 OR LARGER WOOD BUCKS 1 /2" MAX. 2X6 OR LARGER WOOD SUCK OR WOOD STRUCTURE Q DOOR FRAME WIDTH #10 X 1 -1/4" SS PH SMS 1 PER CUP #8 X 3/4" SS FH SMS 1 PER CUP • . TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR DOOR FRAME WIDTH PEDIXICTREVISEID as complying withtheFlorida Building Cede No ZOji� monDa& Product Control THREE (3) TRACK DOOR DETAILS 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DST. REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. SEE SHEET 8 FOR ANCHORS TWO (2) TRACK DOOR DETAILS SEE SHEET 8 FOR ANCHORS EDGE DIST. 1 1 3/4 1 SEE SHEET 8 FOR ANCHORS 3 KSI CONC. WEEP SIZE 3/4" X 3/16" REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. SILL RISER READ FOR LOADS AHOY' +60 PSF 3 KSI CONC. 34... SEE SHEET 8 FOR ANCHORS 1 3/4. MIN. 3 KSI CONC. 05 2012 ALTERNATE TWO (2) TRACK DOOR DETAILS drawing no. W1 0-31 sheet! l Aof 16 (sheet 12 of 16) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL AN SEE FOR SPACI 1/2° MAX. LOAD BEARING SHI U LIIWAI• NM II #10 X 1 -1/4" SS PH SMS 1 PER CUP #8 X 3/4° SS FH SMS 1 PER CUP PANEL WIDTH m O.L.O. • • a 7 D.LO. PANEL WIDTH DOOR FRAME WIDTH PANEL WIDTH D.LO. EXTERIOR 1BY WOOD BUCKS SEE NOTE SHEET 1 1/2° MAX. LOAD BEARING SHIM PANEL WIDTH D.L.O. 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 DOOR WIDTH 0 1/2° MAX. LOAD BEARING SHIM L TYPICAL ANCHORS SEE ELEV. FOR SPACING II n • EXTERIOR DOOR WIDTH 8. PRODUCTREVISED as ampplying with the Flea Building Code ExplaakaalWa ANIL 1/4" MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TWO (2) TRACK DOOR DETAILS Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. "ti C 0 5 2012 o 1 _I iO to O d U. d LL vag 01<f% 0 46-2 Oils 0 FAX. (305) 593 -6592 C a 0 UI se 0 .0 IA C 0 '0 3 0 N 0 C a a W 4 0 A • u drawing no. W10 -31 POCKETED JAMB TYPICAL ANCHORS TYPE A. B OR C AT 6° FROM ENDS AND 9° O.C. MAX. 1 -1/2° MIN. WOOD EMBED 1-1/4° MIN. BLOCK EMBED 1 -3/4° MIN. CONC. EMBED I /B° MIN. METAL THICKNESS CONC. BLOCK WOOD METAL POCKET CAVITY NOT BY COI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ TYPICAL PAD PILE INSTALATION LOCATION TYPICAL AT PANEL 4 CORNERS EXTERIOR Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 3538 U U, _ M • O i J a O 8 1 N 2 M a p� Ow 'A: of 0 0 °N`J m o 3MM ZjGi 0_ U5 0 0 9 °2 0 0 0 0 a aN O C C N ♦N_ 0 C U a W O_ ss drawing no. W1 0-31 (sheet 13 of 16) E3 FRAME HEAD (2 TRACK) E3.1 ALT. FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) 13.1 ALT. FRAME HEAD (3 TRACK) El FRAME SILL (2 TRACK) 0 FRAME SILL (3 TRACK) E0 TOP /BOTTOM HORIZ 3.000 .070 1.490 1.415 2.005 E6 MAIN STILE E1.1 ALT. FRAME SILL (2 TRACK) 11.. ALT. FRAME SILL (3 TRACK) O INTERIOR INTERLOCK OUTER TRACK ASTRAGAL STILE 3.750 2.755 F.125 1.610 1.255 ASTRAGAL STILE E4 EXTERIOR INTERLOCK .995 .050 .975 b -�I 1.184 0 GLAZING BEAD LAM. GLASS .995 .050 .975 1.184 I.- GLAZING BEAD I•SUL LAM. GLASS 1.508 .725 nca I .684 .125 N2 FIX. PANEL CLIP SILL RISER (OPTIONAL) 0 EXTERIOR INTERLOCK (OPTIONAL) TOP /BOTTOM HORIZ (OPTIONAL) [-----3.750 2.755 .125 3.000 .070 1.490 1.415 2.005 ® MAIN STILE (OPTIONAL) POCKET HOOK ASTRAGAL (OPTIONAL) r-1.825 .125 1.310 INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) .625 1.920 2.670 0.625 SILL COVER(OPTIONAL) 0 Z 0� fgo o o, Qa.QQ o�yy wig . N al 41110 8 I 1 z INTERIOR INTERLOCK (OPTIONAL) 0 SILL RISER (OPTIONAL) Engr:.IAVAD:AHMAD CIVIL FLA. PE # 70592 CAN: 3538 PRODUCT REVISED �lg with the Florida Asseptatece No U rl z 8 C 0 CO 'a z a a 0 N 8 N N 0 C U 0 W 4 0 drawing no. W10 -31 (sheet 14 of 16 P501 -0036 -117 MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS El CG1 -183 FRAME SILL 2 TRACK 6063 -T6 COI EXTRUDER E1.1 CGI -150 ALT. FRAME SILL. 2 TRACK 6063 -T6 CGI EXTRUDER E2 CGI -151 FRAME JAMB 2 TRACK 6063 -T6 CGI EXTRUDER E3 CGI -186 FRAME HEAD 2 TRACK 6063 -T6 CGI EXTRUDER E3.1 COI -152 ALT. FRAME HEAD 2 TRACK 6063 -T6 E4 CGI -153 EXTERIOR INTERLOCK 6063 -T6 CGI EXTRUDER CGI EXTRUDER ES CGI -154 INTERIOR INTERLOCK 6063 -T6 CGI EXTRUDER E6 CGI -155 MAIN STILE 6063 -T6 CGI EXTRUDER E7 CGI -156 TOP & BOTTOM HORIZ 6063 -T6 CGI EXTRUDER E8 CGI -157 SILL RISER 6063 -T6 CGI EXTRUDER E8.1 CGI -181 ALT. SILL RISER(OPTIONAL) 6063 -T6 CGI EXTRUDER E9 CGI -158 ASTRAGAL 6063 -T6 CGI EXTRUDER E10 CGI -159 INTERLOCK REINFORCING (LENGTH FRAME HT. - 8") 6063 -TB CGI EXTRUDER E 1 1 CGI -182 FRAME SILL 3 TRACK 6063 -T6 CGI EXTRUDER E11.1 CGI -160 ALT. FRAME SILL 3 TRACK 6063 -T6 CGI EXTRUDER E12 CGI -161 FRAME JAMB 3 TRACK 6063 -T6 CGI EXTRUDER E13 CGI -185 FRAME HEAD 3 TRACK 6063 -T6 CGI EXTRUDER E13.1 CGI -162 ALT. FRAME HEAD 3 TRACK 6063 -T6 CGI EXTRUDER E 1 4 CGI -168 OUTER -TRACK ASTRAGAL 6083 -T6 CGI EXTRUDER E15 CGI- 170 POCKET HOOK 6063 -T6 El 6 CGI -121 7/16" GLASS GLAZING BEAD 6063 -T5 CGI EXTRUDER CGI hxiKUDER E 1 7 CGI -123 1" GLASS GLAZING BEAD 6063 -T5 CGI EXTRUDER E18 CGI -153A EXTERIOR INTERLOCK (OPTIONAL) 6063 -T6 CGI EXTRUDER E19 CGI -154A INTERIOR INTERLOCK (OPTIONAL) 6063 -T6 CGI EXTRUDER E20 CGI -155A MAIN STILE (OPTIONAL) 6083 -T6 CGI EXTRUDER E21 CGI -156A TOP & BOTTOM HORIZ (OPTIONAL) 6083 -T6 CGI EXTRUDER E22 CGI -158A ASTRAGAL (OPnoNAL) 6063 -T6 CGI EXTRUDER E23 CGI -168A OUTER-TRACK ASTRAGAL (OPTIONAL) 6063 -T6 CGI EXTRUDER E24 CGI -180 DECORATIVE SILL COVER (OPTIONAL) 6063 -T8 CGI EXTRUDER E25 COI -184 2 & 3 TRACK FRAME SILL SCREW COVER 6063 -T6 CGI EXTRUDER E26 CGI -187 2 & 3 TRACK FRAME HEAD SCREW COVER 6063 -T5 CGI EXTRUDER E27 CGI -188 FRAME JAMB SCREW COVER (OPTIONAL) 6063 -T5 CGI EXTRUDER M1 CGI -382V GLAZING BULB VINYL (DUROMETER 75 -80 SHORE A) PVC M2 CGI -171 C FIXED PANEL CUP (2 -1/2" LONG) 6063 -T5 2 ® FIXED PANEL M2.1 CGI -171 ALT. FIXED PANEL CUP (2 -1/2° LONG) 6063 -T5 2 la FIXED PANEL M3 CGI -173 AXED PANEL SHIM NYLON 2 PER FIXED PANEL M10 CGI- 176 FRAME HEAD ANTIUFT & PAD PILE WOOL/NYLON SULLIVAN M1 1 W23201NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIP. 1 PER INTERLOCK /ASTR. M12 CGI -177 PANEL TOP & BOTTOM DUST PILE WOOL/PVC M13 TA -51 ST /ST ROLLER ST /ST SULLIVAN AMESBURY OR EQUIV. 2 PER PANEL M14 M14A SGD-500 MORTISE LOCK ST /ST SULLIVAN ATTACHED TO 5GD -503 M15 SGD -507 KEEPER ZINC SULLIVAN M15A SGD -507N KEEPER ZINC INTERLOCKS MI 6 SGD -503 RECESSED ADAPTOR ZINC SULLIVAN M I6A Mil PS01- 0036 -117 RECESSED ADAPTOR ZINC INTERLOCKS SGD -5500 HANDLE SET ZINC SULLIVAN /INTERLOCKS INST. W/ 2 #10X3/4" PH INST. W/ 2 #10X3/4" PH INST. W/ 2 #10X3 /4* FH INST. W/ 2 #10X3/4• FH M18 SM2300WH HANDLE SET OPTIONAL ZINC SULUVAN M19 SCS2000 SILPRUF SEALANT SILICONE GE M20 CGI -177 PANEL TOP & BOTTOM DUST PILE WOOL SULUVAN OR EQUIV. M21 CGI -174 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. M22 CGI -175 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUIV. 4 PER PANEL 1 PER INTERLOCK /ASTRAGAL FRAME JAMB (2 TRACK) .510 .060 .260 —f .640 0 FRAME HEAD COVER FRAME SILL COVER 1.375 1.620 5.951 1.620 .065 .080 .625 -AIL 1.620 FRAME JAMB (3 TRACK) .243 1.791 FRAME JAMB COVER M2. ALT. FIX. PANEL CUP .340 LOCK: LOCK SYSTEM BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40" FROM BOTTOM SS MORTISE LOCK (PART #SGD -500) (PS01- 0036 -117) ZINC RECESSED ADAPTOR (PART #500 -503) (PS01 -0036 -117) ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) ZINC KEEPER (PART #500 -507) (PART #SGD -507N) PRODUCTREVISED as complying with the Florida Building Cade Acceptance No ate S2 #10 X 1 1/4° LG. PHL. PH. SMS. ST /ST. ASSEMBLY SCREW 2 OR 3 PER CORNER Miami Dade EnW JAVAD AHMAQ CIVIL F Cam# 70592 V z Pg go. 2 g rg O o; V O Oaag ca 4114re M 0 8 FAX. (305) 593 -6592 C 0 a q 0 15 to A W a la z 4 1 .0 0 0 a 0 0 C 0 U 0 W 4 drawing no. W1 0-31 (sheet 15 of 16) Irr / w \ \ , w tA \ \ \ \ \ , Ammrisommi.- --commirilik / , ' 1111111.11.M...1.111111M.11 __ __ __ ___.__A..FA.L...iiirf/pi_________ \ /4 ,\ ity CD N \ \ \, rviro , , -----,. -2-- , ---- - it,. / i!it WI gla . 1...:,-. \ Ai I ii k- — ------ - - — - —..1•••■•••■— — — - • KV, A rj- i -,.., : . 7 1 . ....,:. t ,-----yikv. , ,-----7,-----, s -, 4. zw.,, ._, \ . \ , A _ 4, •,,, \ o 3.rnog 11 w '''s,\\\\ c Y`� So \ 6 3 3 g 1111111■, ,/ \ P -'IMIIIIM--W. /A \ - --., _ T. \ \ \ \ iir 'tv 'Iv ® '%tp ® • tA R. (dabs: 03-20-70 Revisions: ) ( SERIES* 150 SENTINEL AUAI SWING GLASS DOOR (may /�)," AL- FAROOQ CORPORATION a 0 3 no date by description (ewe; 3/8• a 1 -) C 0429.11 NO CHANGE THIS SHEET CGI WINDOWS & DOORS ENGINEERS & PRODUCT DEVELOPMENT �r O7 O t0 l D 10.70.11 NO CHANGE THIS SHEET �"3$ S.W. 87 AVE T O I (dr. bN,' , E 08.29.12 HEAD & SILL REVLSEO 10100 N.W. 25TH STREET MIAMI, FLORIDA 33174 C .. W C r 12.04.12 REV. PER RER COMMENTS MIAMI, FL. 33172 * TEL (305) 2648100 FAX. (305) 282-6878 ` — cp ! (�. by ,- TEL (305) 593 -6590 FAX. (305) 593 -6592 �( COMP- ANL \W10- 31CGI1 . FRAME TOP CORNER 'I. FRAME TOP CORNER 3 TRACK SHOWN 2 TRACK SHOWN FRAME BOTTOM CORNER FRAME BOTTOM CORNER 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOP /BOTTOM CORNER MITERED BEAD CORNER {TYPICAL) PANEL TOP /BOTTOM CORNER SQUARE BEAD CORNER (OPTIONAL) EC/ +52012 drawing no. W1 0-31 Gus/9-564 (X) 36 x 68 cas4e.ruv.++ DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOM) PGTIndustrfes _' 1070 Technology Drive Nokomis, El 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA- Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION Series "CA_740" Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing .No. 7045-8, titled "Aluminum Casement Windows, Impact ", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant., LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08-0117.11 and consists of this page 1, evidence pages E -1 and B-.2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 ' Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 -2599 www.miamidade.gov /pera/ MlAMhDADE N'i'Y t2 t7� APPROVED NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 05- 1129.11 and 03- 0611.02) 2. Drawing No. 7045 -8, titled "Aluminum Casement Windows, Impact ", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 2. along with marked-up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL --4607 and FTL -4608, dated 05/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1129.11) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL- 3729, FTL -3587, FTL -3582 and FTL -3580, dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0611.02) C. CALCULATIONS 1. Revised anchor verification calculations and structural analysis, dated 11/21/05 complying with FBC, prepared by manufacture, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 08- 0117.11) 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Re atory Affairs (PERA) w Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 E--1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex — Clear or colored Interlayer" dated 04/21/11, expiring on 04/21 /16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10 /07 /11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, independence, conformance and compliance with the Florida Building Code, dated 01/11/08, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 08-0117.11) 5. Laboratory compliance letters for Test Reports No.'s FTL -4607 and FTL -4608, issued by Fenestration Testing Laboratory, Inc., dated 05/10105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 051129.11) 6. Laboratory compliance letters for Test Reports No.'s FTL -3729, FTL -3587, FTL -3582 and FTL -3580, issued by Fenestration Testing Laboratory, Inc., dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0611.02) G. OTHERS 1. Notice of Acceptance No. 08- 0117.11, issued to PGT Industries for their Series "CA-740 Aluminum Casement Window --- L.M.I" approved on 05/15/08 and expiring on 05/22/13. E -2 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 NOTES; LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. X D. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/18" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. IN MIAMI -DADE COUNTY OPTIONS E, F, AND G WHEN INSTALLED OVER 30' THE OUTBOARD LITE OF GLASS MUST BE UPGRADED TO TEMPERED.A 2. CONFIGURATIONS: X XX X0 OX, XOX AND O CONFIGURATIONS OPTIONS 4 X 4 O O 4 X X O 4 O O X 4 X X O X UNEQUAL LITES X O UNEQUAL LITES O X UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE. 1,3,4,13 3. DESIGN PRESSURE RATINGS I COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX° CONFIGURATIONS SEE SHEET 6. F. FOR 444 "XOX" & "0° CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, 'NCO" & "OX" CONFIGURATIONS SEE SHEET 9. ®4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4° FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID-SPAN ® SEE SHEET 13 FOR APPROVED ANCHORS. 1/4° TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON AU. FOUR CORNERS OF THE FRAME. ®7. REFERENCE TEST REPORTS: FTL -3580, Fn.-3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4808. 8. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). PRODUCTRBVISl3? OS 0001111,log with dor Florida Bonding Cada No '" ! 10.1 Rend Sp F.K Date 7110103 Rwdetanc C NO CHANGE THIS SHEET Rood BP F.K 'Bye J.J. rift 8 Rofedorstr d ADD 7B"HT., GLASS TYPES FANDG. REVISE ANC1HOR GE eater 10124111 E FEW 2010 CODE CHANGE 8 30' RULE Oman gig thew Checkedtgc O� FJC 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. Beg 1529 NOKOMIS, FL 34274 NOTES AND TABLE OF CONTENTS Tits ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better saa�re�a CA-740 t catx MPS I or 13 I�� 7045 -8 N% SONY LYNN Mi i,//i yk A• err a1 fl ce O�•.• STATE OF . •((� •••.FCORIO?;. NG,% b: /71,5;46. "I,, f ONA........ A LyrSlit d1 , I& P E # 58705 a• No. 58705 • A 1/8" ANNEALED OR —� ""--'.090 PVB INTERLAYER HEAT STRENGTHENED —1.7— GLASS 1/8" HEAT STRENGTHENED GLASS 30 5 /16 "t4MINATED GLAZING- DETAIL 00 3/160 ANNEALED OR HEAT STRENGTHENED GLASS L .65" NOM. GLASS BITE F 3/8" AIR SPACE 1/8" HEAT STRENGTHENED A OR TEMPERED GLASS 5/16" LAMINATED COMPONENT 1/80 HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT F—+ �-- STRENGTHENED GLASS .85" NOM. GLASS BITE t 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR PACE 1/8" ANNEAL D OR A TEMPERED LASS 13/16" IN MIAMI -DADE ANY IG UNIT A INSTALLED OVER 301 MUST UPGRADE THE OUTBOARD LITE TO TEMPERED. 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE Ravaleat F." Data 7r10/ns Rev4lanac C NO CHANGE THIS SHEET Dal: FIG O ADD 13118'1AMI LG. W7r18'ZAMI & CORRECTW18'LAMIOETAIL Rase BF Daft 10124/11 Reastatle E 30' RULE pram sy: FJC Data 03125!03 OhaafadBB Data 1070 TECHNaLOGYORR%e Nth, FL 34278 P.O. BOX 1828 NOKOMIS, FL 34274 13/16" I.G. W/ 7/16" LAMI A, GLAZING DETAIL tv-1 VLsi* Bette,• 'ADDUCT REVISED Wiping with the Florida Building Code , Acceptance " t IQ . ast GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT tiabsiketsfr NTs 2 i 13 t& 7045 -8 E •6 No. 587 J05 /ONAL �`��` A. Lyn al I.�d P.E.# 58705 1 1/2" CENTERLINE 3 ( 1 1/2"h- (\ ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 4 l 13" MAX. O.C. RevedBje FJL Data 7/10/03 SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7" 4" MAX. DENOTES HINGE 74" MAX. WIDTH LOCATION AT HEAD & 30° MAX. SILL OF "X° PANELS, DAYLIGHT TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 . . SEE MID -SPAN ANCHOR DETAIL / TYP. (2) / 7° 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30° MAX. DAYLIGHT -.— OPENING 134" MAX. WIDTH 53" MAX. \DAYLIGHT OPENING 13" MAX. O.C. $ 3 X SEE Mf ETING RAILAETAIL T1FI6. (2) \ 4° MfAX. 4° MAX. - I / 941/2" MAX. O.C. TYP. 30" MAX. DAYLIGHT .4". OPENING ELEVATION'S" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 4" MAX \, 4° MfAX. 4° MAX. - I / 941/2" MAX. O.C. TYP. 30" MAX. DAYLIGHT .4". OPENING ELEVATION'S" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 4" MAX \, / O /- 69" MAX DAYLIGHT OPENING X� t 4" MAX, �— C 37" MAX VENT TYP. 13" MAX O.C. 60" MAX. FIXED 76" MAX. HEIGHT /I- 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT FRODUCf REVISED as complying w i t h Ike Nlo id" Accoptance n L1Q1a p G ADD HINGE LOCATION DETAILS Read By. RIC 0/23/05 Raisittax D CHANGE MAX NT. TO70e AND MAX DLO TOW Reved8p J.J. 10/24/11 RwteJm E NOCHANG�E THIS SHEET F.K. Divot 8y; 2/17 Cheoked'B,e Date 1070TECHArOLOGYDRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 BZ Visibly Better `XX" & "XOX" ELEVATIONS Tilfor ALUMINUM CASEMENT WINDOW, IMPACT 740 I NTS 13 d 13 1 arming No. 7045x8 I E `0 ' II,', /,/ \‘‘‘ tYA1N M /���,, ` No. 5 °705 l • "E F ••C�: �� Si •.. .i OR1O�•'�t9 `. /t/9810. '91ONA " A. tal , &P E. P.E.# 88705 R.vedly FK Row sic RK Roved Bs .LL DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 141/2" MAX. O.C. VENT HEAD & SILL ONLY vac 5/23V5 Revklimx C 13" MAX. O.C. 4" MAX. 37" MAX. WIDTH 30" MAX. - DAYLIGHT OPENING 1-7..1 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 14 1/2" MAX. O.C. ELEVATION "D" - "7C" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 30" 97" MAX. WIDTH 53" MAX DAYLIGHT OPENING -•� DAYLIGHT —•— -� OPENING 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 13" MAX. O.C. 4" MAX. O 69" MAX DAYLIGHT OPENING " J !�• 4 MAX. 76" MAX. HEIGHT �-+-- -� -13" MAX. O.C. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 4" MAX. 69" MAX. DAYUGHT OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) I \ /- -+-J -• 13" MAX. O.C. 4 "MAX. L 37" MAX. VET 60" MAX. FIXED SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) Dew 7110/03 RellaziASIC D ADD HINGE DETAIL & HMIGE LOCATION NOTES CHANGE MAX HT. TO78 "AND MAX DLO T088" Dew 10/'2411 Reremons E NO CHANGE THIS SHEET atom as FJG oft 12117/02 Queue of FJG Date 1070 TECHWOLOOY DRIVE NOKOD&S, FL 34275 P.O. VOX 1529 NOKOMIS, FL 34274 "X", "0", "XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT 4 6owx pheee CA-740 I NTS I 4 at 13 7045 -8 I E PRODUCT REVISED as d lyhiig�withtk Florida Ca Accoptaace o z, �►y 18 . /20/S yNN MI 4./0,, • 8705 140 .5 st %�OiC�•''• FLOR.OP ....` A4���� : A. 4 /j�%I� I'� P.E.058705 COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1/8 "HS) °X° WIDTH HEIGHT . 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191 /8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -99.0 70.0 -90.0 70.0 -90.0 70.0 8,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0. 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26 1/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0_ -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -662 66.2 - 65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0-40.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 `70.0 -68.4 68.4 - 63.9 63.9 '- 60.0 60.0 -58.5 58.5 - 56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 PR0 R8n as complying the is Building Acceptance NM to .(g 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 - 39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.01 70.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMt(3 /16"A,.090,3/16"HSj F.13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16"A,.090,3/16"HS) "X" SIZES UP TO 37 "WIDE x 76" HIGH r- 55.0155.0 NOTES: ® X Miami Dade Product Contra //., t FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1 /4 "- TAPCONS OR 1/4" S54 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. `,,,litiil �N.N��•( 4YNN. n,/k �i,,� �� i.`j`: .EnISE ••. ': - .. * * . No. 58705 :?O'• ST Flfi1 /'•74,9.... ....1OP•� ..\ //7 /ONAL} ��` `�• A L 1 II1�ILi,IP �E � se705 FIG e` NO THIS SHEET �o>� P.O. SQX t NdCOAdt.4 834274 Fp• ...� ° - X CONFIG. WINDOWS EEC srr s 1zEv�EANCHOIasaaov HE/GHroPrnrnv _PRESSURES ALUMINUM CASEMENT WINDOW, IMPACT Rend*: J.J. K Daft 10/24/11 T/02 Threisianc E ea euty NO CHANGE THE SHEET I Visibly Herter SeEUAttodar CA-740 eivtr NTS taeee I 5 a 13 qua ( 7045 -8 are E COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 "XX" WIDTH GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8"HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG -75.0 POS NEG POS NEG POS NEG POS NEG POS 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A 60 A -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 X 68 A -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 - 52.8 52.8 -49.9 49.9 -46.4 47.9 46.4 -44.8 44.8 -42.2 42.2 -39.7 39.7 -43.5 43.5 -41.1. 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1/8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH I -75.0 I 70.0 TABLE 5. ")LX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: • C. 7/16" LAMI (3/18 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH I -90.0 1 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL 'IOC SIZES UP TO 74" WIDE x 76" HIGH x55,0I 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ea* Resklassc Retaditc F.K nor 8/13105 D REVISE ANCHORS &ADD TABLES 7B HEIGHT OPTION max J.J. n 10/24/11 t E NO CHANGE THIS SHEET F.K 12117102 rawer. 1070 TECH NOLOOYDRIVE NOKOMIS, FL 34278 P.O. BOX 1820 NQKOMIS, FL 34274 BGT Visibly Bearer PRESSURES- XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Seilesededst I NTS 16 d 13 1 llorafaii Na 7045-8 I E PRODUCrREVISED Bui 4 the Florida to No t( Miami F ; Product C, .t 2el: COMPARATIVE ANALYSIS TABLE 8. "O" & °1/4 -1/2-114 XOX" WINDOWS TEST REPORTS: FTL- 3582, FTL -3729, FTL -4607, FTL -4808 WIDTHS "O" • "XOX" GLAZING OPTIONS: A. 5118' LAMI (1/8 °A,.090,1/8"HS) B. 6118° LAMI (1/8"HS,.090,118"HS) C. 7/16° LAMI (3/18"A,.090,3116"HS) a 13116° LAMI (1/8" HS,3/8" SPACE,5118" LAMI -W/ 1/8"HS,.090,118"HS) F.13118" LAMI (1/8°A,AIR SPACE,7/18u LAMI -W/ 3M8"A,.090,3118°HS) HEIGHT 28 31 38 38 3/8 43 48 50 5/8 54 60 76 NEG POS NEG POS NEG 36 72 A -75.0 70.0 -75.0 70.0 -76.0 POS 70.0 NEG POS NEG POS -70.4 70.0 -60.4 60.4 NEG -54.3 POS NEG POS 54.3 B,E C,F -75.0 -90.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -51.1 51.1 POS 47.9 -75.0 70.0 NEG POS NEG POS NEG POS -44.8 44.8 -42.2 42.2 -39.7 39.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 37 74 391/2 79 A -75.0 70.0 -76.0 70.0 -73.7 70.0 -67.9 87.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 70.0 -43.5 70.0 -90.0 70.0 -90.0 70.0 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 C,F -90.0 A -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -76.0 70.0 -67.8 87.8 -90.0 -62.1" 70.0 621 -90.0 -55.7 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 55.7 -49.8 49.8 -43.6 43.6 -41.1 41.1 -38.6 38.6 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 42 84 A -75.0 70.0 -75.0 70.0 -90.0 -62.4 70.0 -90.0 70.0 -90.0 62.4 -58.4 58.4 -83.3 70.0 63.3 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 58.4 53.4 -50.0 50.0 -46.9 46.9 44.3 -41.9 41.9 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 70.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 45 90 A -76.0 70.0 -70.3 70.0 70.0 -90.0 70.0 -58.0 B,E -76.0 70.0 -76.0 70.0 -75.0 58.0 70.0 -90.0 -64.6 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 64.8 -59.3 69.3, -53.6 53.6 -50.9 70.0 70.0 -79.7 70.0 70.0 -44.7 44.7 42.1 -39.7 39.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F.. -90.0 70.0 -90.0 70.0 -90.0 48 96 A -75.0 70.0 -85.0 65.0 -54.3 70.0 64.3 -90.0 -51.1 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -81.8 70.0 -75.0 70.0 -75.0 70.0 70.0 51.1 -55.1 55.1 -51.4 -48.6 48.8 -45.3 -76.9 -42.5 70.0 -72.4 70.0 -692 69.2 42.5 -40.4 40.4 -38.4 38.4 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 501/2 101 A -75.0 70.0 -80.8 60.8 -90.0 -51.3 70.0 -90.0 70.0 90.0 70.0 -80.0 70.0 -80.9 -75.0 70.0 -70.7 70.0 -67.3 87.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 -46.9 46.9 43.5 -41.3 41.3 -392 392 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -76.0 70.0 70.0 -74.3 70.0 C,F -90.0 70.0 -90.0 70.0 531/8 108 3/8 A -75.0 70.0 -58.7 68.7 -90.0 -48.7 70.0 -90.0 48.7 -45.4 70.0 45.4 -90.0 -50.0 70.0 '50.0 -812 70.0 -48.1 -75.7 70.0 -70.3 70.0 -60.5 60.5 44.2 -422 422 -40.1 40.1 -38.0 38.0 36.2 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 70.0 -63.0 63.0 -60.0 60.0 -57.3 -53.8153.8 54 108 A -76.0 70.0 -58.2 58.2 -47.9 47.9 -44.5 44.5 -49.1 49.1 45.3 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 -35.9 35.9 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -71.8 70.0 -4621 462 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.9 70.0 -75.0 70.0 70.0 551/2 111 A -75.0 70.0 -57.1 57.1 -48.4 46.4 -43.3 43.3 -47.5 47.5 -43.9 43.9 -422 422 -65.4 85.4 -81.8 61.8 -59.1 59.1 -58.4 -52.81 52.8 -48.4148.4 -45.21 452 -39.1 39.1 -372 -35.4 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C,F -90.0 57 114 A -75.0 70.0 70.0 -90.0 70.0 -58.2 56.2 L90.0 -44.8 70.0 -90.0 44.8 -42.1 70.0 421 -84.3 70.0 70.0 -88.4 68.4 -46.2 482 42.5 -41.2 412 63.6 -60.1 60.1 -54.8 54.8 39.8 -38.5 -36.7 38.7 -34.8 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -69.6 69.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 -68.7 68.7 61.8 -58.7 55.9 53.2 -49.4149.4 -4521 452 -42.6 I 42.8 581/2 117 A -74.2 B,E -76.0 70.0 -55.0 65.0 -43.4 70.0 -76.0 70.0 -76.0 43.4 70.0 -40.9 40.9 -44.8 44.8 -41.3 41.3 -40.2 402 -38.7 38.7 -37.6 -75.0 70.0 76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 37.8 70.0 38.1 -34.2 342 -72.2 70.0 68.4 C,F -90.0 70.0 -90.0 60 120 A -72.9 70.0 -53.4 70.0 53.4 -90.0 70.0 -90.0 70.0 -79.4 70.0 -89.0 69.0 -64.9 64.9 -60.4 -422 42.2 -39.7 39.7 -43.5 43.5 -40A 40.4 -39.2 392 60.4 57.3 -54.5 -36.7 38.7 -35.5 54.5, 35.5 -51.6 -33.7 33.7 B,E -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -71.0 70.0 -43.6143.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 67.3 -63.3 63.3 -59.1 -55.9 -53.0 53.0 -50.0 TABLE 7. TEST REPORT: FTL-3585 GLAZING OPTION: D. 7/16" LAMI (3116uHS,.090,3/18"HS) TABLE 7k TEST REPORTS: FTL-4607, FTL-4608 -42.81 42.8 -40.8140.8 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1146 TAPCONS OR 1/411 SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO P.S.F. 4 2 0 1 4 FJG D 7/10/03 C NO CAE THIS SHEET Nose Bye FA aim 8/23105 Revmmwx 0 CHANGE ANCHORSANAADD DT HT. OPTION RevadBF JAL yam: 1012441 R E NO CHANGE THIS SHEET untso sx F.K Data 12117/02 Caoeedts Dam: 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. SQX 1520 NOKOMIS, R. 34274 EGT. Visib& Better PRESSURES- 0 & 1/4-112-1/4 XOX COMM. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT astfasfliolek PRODUCT REVISED as complying with the Florida Building Code Acceptance No • r.1 1/111-11 P.E.5 58705 COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) "XO" WIDTH "XOX" WIDTH 3 HEIGHT 26 31 36 38 3/8 43 48 50 518 54 57 60 63 NEC POS NEG POS NEC POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 213 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -89.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.070.0 1 -75.0 70.0 -71.9 70.0 - 67.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68.4 -63.9 63.9 -60.0 60.0 - 58.5 58.5 - 58.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 - 55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 - 55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 48.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL-3582, FTL -3729 GLAZING OPTIONS: B. 5/160 LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1/8 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP 70111" WIDE x 63" HIGH I -75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 83" HIGH I -90.01 70.0 1 1 1 3 3 3 X O X X 0 X TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3118"HS) F.13/16" LAMI (1/8 °A,AIR SPACE,7 /16" LAMI -W/ 3/16"A,.090,3/161HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH I -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rend* FIG RwKdity: RIG RevadOF J.J. FiC aux 7110/03 Oake 0123/05 Mask= Revhdrax C D NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76" HEIGHT OPTION nabs 10/14/11 t 12/17/02 iterbionx E sr NO CHANGE THIS SHEET 1070 TECHNOLOGY O RIVE NOKOMIS, FL 34275 P.O 8QX 1523 NOKOMIS, R. 34274 F4. IU.y Better PRESSURES - XO, OIC & 113- 1/3 -1/3 XOX WINDOWS rRr ALUMINUM CASEMENT WINDOW, IMPACT Sesteeksdet CA-740 �NTS abee 8 a 13 rit4e. 7045 -8 I E PRODUCT REVISED Building Code with Om Florida Acceptance No • • t Miami Dade No1%IlJI1 / //I ``N'o'•!. LYNai 4 �,. vOENSF •.K . *' No. 58705 .•: 1,661.;11.E. at S P.E.# 58705 COMPARATIVE ANALYSIS TABLE GLAZING OPTIONS: 11. '7(O° or ''OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4807, FTL -4808 A. 5/18" LAMI (1/8°A,.090,1/8"HS) B. 5/18° LAMI (1/8°HS,.090,1/8°HS) C. 7/18° LAMI (3/18"A,.090,3/18"HS) E 13118° LAMI (1/8°HS,3/8" SPACE,5/18" LAMI -W/ 1/8°HS,.090,1/ErHS) F. 13/18" LAM! (1 /8 °A,AIR SPACE, 7 /18" LAMI -W/ 3/1(rAi090,3/18°HS) HEIGHT WIDTHS 28 36 38 3/8 43 48 50 5/8 54 57 60 63 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEGIPOS 89.284 19.126 31.014 A -75.0 70.0 -76.0 70.0 -75.0 70.0 -74.1 70.0 - 84.9 84.9 -80.6 80.6 - 58.1 58.1 -56.1 56.1 - 53.3 53.3 - 50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 40.0 70.0 - 90.0 70.0 - 55.0155.0 - 66.0165.0 - 56.0155.0 88.919 24 38.919 A -75.0 70.0 -69.1 69.1 - 83.4 83.4 - 58.5 56.5 -50.4 50.4 -47.6 47.5 - 44.1 44.1 -41.6 41.6 -39.2 39.2 - 36.9 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 - 55.0155.0 ,- 55.01 55.0 - 56.0155.0 95.973 27 42.973 A -75.0 70.0 80.5 80.5 -57.2 572 - 82.1 82.1 - 56.2 652 -52.8 52.6 -49.1 49.1 -48.2 46.2 - 43.8 43.8 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 - 70.0 75.0 70.0 - 75.0 70.0 C,F -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 - 55.0165.0 - 55.0155.0 - 55.0155.0 108.649 30 48.649 A -75.0 70.0 -53.5 53.5 - 50.4 50.4 - 54.5 64.5 - 50.7 50.7 -482 482 - 44.9 44.9 -42.0 42.0 - 40.1 40.1 -38.0 38.0 B,E, 75.0 70.0 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.8 70.0 -69.7 69.7 -88.3 ;+ .3 - 83.1 63.1 - 55.01 55.0 - 55.0155.0 - 52.2152.2 116.892 32 51.892 A -75.0 70.0 -49.9 49.9 - 48.8 48.8 -51.3 51.3 -47.4 47.4 - 45.5 45.5 - 42.7 42.7 -40.7 40.7 - 38.8 38.8 - 38.8 38.8 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 40.0, 70.0 -78.6 70.0 -732 70.0 - 88.3 68.3 - 84.8 84.8 41.4 81.4 - 58.8 58.8 - 55.0155.0 - 50.9150.9 -47.7147.7 122 33.887 54.827 A -76.0 70.0 -47.3 47.3 -44.0 44.0 - 48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.6 39.6 -37.6 37.5 - 35.7 35.7 B,E 75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 - 69.4 69.4 -64.7 64.7 -81.0 81.0 - 58.4 58.4 - 55.7 65.7 - 52.1152.1 - 47.7147.7 - 44.8144.6 123.136 34 55.135 A -75.0 70.0 -48.8 46.8 -43.6 43.8 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 - 37.3 37.3 - 35.5 35.5 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C F -90.0 70.0 X70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 - 88.8 68.8 - 64.1 84.1 - 60.5 80.5 - 57.9 67.9 -55.2 65.2 - 51.5151.5 -47.2147.2 - 44.0144.0 126.000 34.791 58.418 A -75.0 -46.6 46.5 -42.8 42.8 - 48.7 46.7 - 43.1 43.1 -41.6 41.8 - 40.2 402 - 38.7 38.7 - 38.9 38.9 - 35.0 36.0 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -80.0 70.0 -90.0 70.0 -82.8 70.0 70.0 - 87.3 67.3 -82.5 82.5 ;59.2 692 -58.5 58.6 - 53.8 63.8 - 50.1150.1 - 46.8146.8 - 43.0143.0 130 35.895 58209 A -74.4 70.0 -43.8 43.8 -41.2 41.2 45.1 45.1 ,-71.3 41.5 41.5 40.4 40.4 - 38.9 38.9 -37.7 37.7 -36.2 382 - 34.3 34.3 B,E -75.0 70.0_ 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.8 88.6 C,F -90.0 70.0 90.0 70.0_ -90.0 70.0 -79.9 70.0 - 89.3 89.3 -85.3 65.3 80.8 60.6 - 57.6 57.6 - 54.7 54.7 -61.9 51.9 - 48.1148.1 - 43.9143.9 -41.9141.9 130.378 36 A -74.3 70.0 -43.5-43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 40.3 40.3 -38.8' 38.8 -37.8 37.8 -36.1 38.1 - 34.3 34.3 58.378 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -72.3 70.0 -68.5 88.5 CAF -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.8 70.0 - 89.1 69.1 -85.1 65.1 -80.5 80.6 -57.4 67.4 - 54.8 54.6 -51.7 51.7 48.0148.0 - 43.8143.8 - 41.8141.8 134 37 A -72.9 70.0 -42.2 422 49.7 39.7 -43.5 43.6 - 40.4 40.4 - 39.2 392 - 37.7 37.7 - 36.7 38.7 - 35.5 35.5 - 33.7 33.7 80 13,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 67.3 87.3 - 83.3 63.3 -59.1 58.1 -65.9 55.9 - 53.0 53.0 - 50.0 50.0 - 46.3148.3 - 42.8142.8 - 40.8140.8 "XO" & °OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/18" LAMI (3/16"HS,.090,3/16 "HS) ALL "COX" SIZES UP TO 134" WIDE x63" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH I-90.1 1 70.0 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FTL -4808 GLAZING OPTIONS: D. 7/18" LAMI (3/16"HS,.090,3/18"HS) G. 13/18" LAMI (1/8 "A,AIR SPACE,7/18" LAMI -W/ 3/18"HS,.090,3/18"HS) ALL "XOX" SIZES UP TO 134" WIDE x 78" HIGH WITH 37° MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH I -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR ® 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. Ramie, F" x 0 UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES Dye 711803 Rattans C NO CHANGE THIS SHEET PIC DDSs B a D CHANGE' ANCHORS AND ADD 76" HEIGHT OPTION among JAL MSc 10/24/11 Keeskar E Sam ex NO CHANGE THIS SHEET Data cneaad8s Data FJC 12/17/02 1070 7EGt VLOGYVANE NOKOMIS, FL 34275 P.D BQX 1578 NOKOMIS, FL 34274 Visibiy Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX Tic ALUMINUM CASEMENT WINDOW, IMPACT CA-740 Coax NTS 9 of 13 7045-8 1 E PRODUCT REVISED as complying with tho Ftarlda Building Code Acceptance No Eille 6" By Miami Product Cantrol (0.18 ````1tlIt'Iii, // • ``N "ONY• t.YWly 4; ... N. 5805 • * TA O �. -cam �•. S 4,7; /i/(./IiiiittNillen Pie P.8.668706 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11® REFERENCE `XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11A MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11® I MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SE HT. 3) HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X Rated* F.0 Dabr 7110/03 Radio= C SHOW TOP HINGE isir e Oft Revklong 0 CHOBHT. NO. REF. AND ADD ITEM 09 Road* ere: 10124111 Revisions E NO CHANGE THIS SHEET Damao F.K X7/02 o*cketey. 1070 TECHNOLOGY OHNE NOKOM IS, FL 34275 P.O.BQX1629 NOKOMIS, FL 34274 '‘„a.,;T Visibly Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT aaeaawas lemw itum* CA-740 I NTS 10 a 13 ranimml 7045 -8 Raw E PRODUCTRAVISBD 8 complying the Worlds mow" IIQ1 Product Control %%xpNY LYNN 4 �4 No. 58705 /IZ'ONAL ENG`�• AL ,84111 P.E.9 68708 FRAME ASSEMBLY TUBE, MATL: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN . "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6083 -T6 #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN "XO" & °XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL .095" CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 — ""'4.034" 2.854" .06 NOM. 1.159" - - -�— 2.139" --- OSASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A .062" NOM. 2.919" 2.784" FRAME HEAD, SILL, JAMB MAIL: 6083 -T6 DWG# 7002A FJC oft 7/10/03 Revisions C NO CHANGE THIS SHEET Kass oje FJC Das 8/23105 D ADD 17EM88 Reno sy: J.J. Caen 10124111 Revisions E eaSs F.K X7/02 NO CHANGE THIS SHEET Deis 10707EOHNOLOGYDRIVE NOKOMIS, FL 34278 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT a4to I NTS 11? a 13 I 7045-8 E PRODUCT REVISED as complying with die Florida Ituilding Code Acceptance No Q • Ditto acv3 rime Miami !,71= Product •, 3 \tt�itltlltr,'I, .' Y1.41 4i/4 �i�i, .:.,`‘‘,4...LtCENSF •.�tC,P �� • No.58705 CC 0•' STA : .. �•.A<OR10P. •'G� 1L Ong 11 Jh3 a.E P.E #88705 PARTS LIST ITEM DWG # PGT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 78IPQA #8 X 1 QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A 1/2"X1/2 "X1/8" CLOSED -CELL FOAM TAPE 5 7003A 78IPQA SASH - TOP, BOTTOM & SIDE RAILS 6 1155 78IPQA #8 X I QUAD PH SMS 7 7017 , 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16" MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 #10-24 X. 562 PH. PN. TYPE F 12 7014 3/16HS & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB MULTI -LOCK KEEPER (R.H. & L.H.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8-32 X 375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.H. & R.H.) 22 7858ZA #8 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12° HINGE (HEAVY DUTY) 26 710x12FP #10 X .500 PH. PHL. 30 5/16" LAMINATED (1/8A & 1/8115 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/515 & 1/8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVE 32 7/16" LAMINATED (3/16A & 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT I'VE 33 7/16° LAMINATED (3/16HS & 3/I6HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16°) 41 7042 GLAZING BEAD (7/16") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712XIPPT #12 X 1° PH. PHIL TEL 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 78IPQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 13/16" LG. GLASS (1B "HS, AIR SPACE, 5 /16°LAMI) 5/16" LAMI — (2) UTES OF I/8"HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1/8118, MR SPACE, 7 /16 °LAMI) 7/16° LAMI = 3/16A & 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16° LG. GLASS (1/8"11S, AIR SPACE, 7/16"LAMI) 7/16" LAMI 3/16HS & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706° .050° .865" 0 5/16° GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" .050" 07/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040° .423° @CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 TT° Er .289" .040" } --•-� �-- .172" .870�,1� .050" Imo— .569" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" .062" 1.1240r' J } INSTALLATION HOLE COVER MATT: 6063 -T6 DWG# 7007 PRODUCT REVISED as amplyiag with Ut°FI°Llda Build 2.701' !' ' N° t l O.% r• << ...; =' /!o .093° J 0 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A Rend Me name 7/10/03 RetiVonse C NO CHA THIS SHEET Rand F.K cams 823105 Ratio= D ADD EQUN. TO ITEM 44, SBdCONEANDADD ITEMS 87, 88 AND 89 Rowdily: J.J. batic 10/24111 E NO CHANGE 779S SHEET +miner FJG X7/02 Bit after 1070 TECHNOLOGY DRIVE NONOMIS, FL 34{275 P.O! BQX 1529 NOKOA FL 34274 12173-1: PARTS LIST & EXTRUSIONS IMF ALUMINUM CASEMENT IMNDOW, IMPACT Sedetatodat CA-740 NTS 13 � a 7045 -8 `��,ttttill,, //� `�� _,01#. LYNN I / //i #1- • LtCENSF •.l( * • • No. 58705 r STA E0 ' �" "h/ j ON�4L ;' f " a /3.1,4111110, RE. P.E # 58708 3 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 2 A lx WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM —] ASEE NOTE 1 SEE NOTE 4 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK Rns f�. 1 �1lllt'{II�'� r flit 111111 �I:flyf iilllf lti A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --I t-- ASEE NOTE 2 I I A EE NOTE 4 • •: :(.1/4" MIN. EE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2° THICK j 1.1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE J 1/4" MAX. SHIM ASEE NOTE 1 A lx WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 1 SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK j uuwuliiimnunv�- A SEE NOTE 4 11/4 "+ MIN. FIXED UNIT FRAME TO CONCRETE I Illit'III{:11111i1rr��i r SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK f NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WH6SE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Revadilp F.K t 7/10/73 C ReresdBp P.N. Date: 8/28/08 O NO CHANGE 715S SHEET REVISE NOTES AND REMOVE 3/18' TAPCONS &DPI SCREWS Rood Hp ofeirVn RK Date 10/211/11 X7/02 t E etnateess NO CHANGTETHIS SHEET Doc I 1070 TECHNOLOGY DRIVE NOICOMIS FL 34275 P.O. BOX 1529 NOKOMIB, FL 34274 Visibly Better ANCHORAGE DETAILS Tffir ALUMINUM CASEMENT WINDOW, IMPACT NTS 113 /m 13 I° 7045 -8 we E PRODUCT REVISED as complying with the Florida Dolkling Code �/ Z/.��g Mealtime No . • 4,f41 Dario • DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 N.W. 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 and accepted by. Miami-Dade County PERA Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.L APPROVAL DOCUMENT: Drawing No. W10 -18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw. (S.M.I.) (L.M.I.) ", sheets 1 through I 1 of 11, dated 03/29/2010, with the latest revision "B ", dated 10 /10 /11, prepared by Al- Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant., LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal .application has been filed and there has been no change in the applicable building code negatively 'affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10- 0510.12 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. MIAMI —DADE COUNTY, FLORIDA. PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590 F (786) 315 -2599 www.miamidade.gov/pera/ . • APPROVED �.J 411$` NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0510.12) 2. Drawing No. W10-18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw. (SALL) (L.M.I.) ", sheets 1 through 11 of 11, dated 03/29/2010, with the latest revision no. "B ", dated 10/10/2011, prepared by A1- Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad, 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, TAS 202 -94 along with marked-up drawings and installation diagram of horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL- 0080-0102 -10, dated 06/04/2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 05/05/2010, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0510.12) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) -E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. 3. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their " Vanceva Composites used for lamination of glass" dated 7/17/2008, expirin. on 12/11/2013. Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E -1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2010, dated October 06, 2011, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC -2007, dated May 05, 2010, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-010.12) 3. Laboratory compliance letter for Test Report No. HTL- 0080 - 0102 -10, issued by Hurricane Test Laboratory, LLC, dated June 04, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.12) 4. Proposal No. 09 -0032 issued by Product Control, dated October 22, 2009, signed by Manuel Perez, P. E. (Submitted under previous NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 10- 0510.12, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I. ", approved on 09/22/2010 and expiring on 09/22/2015. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E -2 TYPICAL ELEVATION 6° MAX HEAD /SILL 111° rya FLANGE WIDTH 10° MAX. 26 5/8° MAX. MTG. STILES HEAD /SILL 1104 .\ 2 _ • ••• i II ij\® a o o r II II II -II II hJ r I II r II r\1 //v1 �I 1 FALSE MUNTINS (SURFACE APPLIED) , 11111= ELMO 1111111111111111E ET-1111 5 1/2" MAX. 32 7/8° 0.1.. OPG. 36 3/8" VENT WIDTH 32 7/8° 0.L. OPG. ADDL ANCHORS AT CENTER OF LRES & MTG. STILES AT HEAD /SILL SEE NOTE ( *) ON SHEET 2 FLANGE & FLANGE ADAPTOR FRAME 110° HEAD /SILL 5° MAX MTG. STILES BUCK WIDTH 5° MAX. MTG. STILES 13 5/16° MAX. HEAD /SILL FALSE MUNTINS� (SURFACE PPLI� 32 7/8° D.L OPG. 38 3/8° VENT WIDTH 32 7/8" D.L OPG. FIN FRAME A • m 110" 5 1/2° MAX. HEAD /SILL BUCK WIDTH 10° MAX. 26 5/8° MAX. MTG. STILES HEAD /SILL to M 8 • ••• 1• II I-- I; II II II /. • • II o II u u ii II // C = V II ' • •tv . FALSE MUNTINS� (SURFACE PPLI� 32 7/8° D.L OPG. 38 3/8° VENT WIDTH 32 7/8" D.L OPG. FIN FRAME A • m 110" 5 1/2° MAX. HEAD /SILL BUCK WIDTH 10° MAX. 26 5/8° MAX. MTG. STILES HEAD /SILL to M 8 FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 32 7/8° D.L OPG. 36 3/8° VENT WIDTH 32 7/8° D.L OPG. EQUAL LEG FRAMB SERIES 120 SENTINEL ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SKEET 3. APPROVAL APPLI ES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI —DADE COUNTY APPROVED WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ADDL ANCHORS AT CENTER OF UTES & MTG. 5111.ES AT HEAD /SILL SEE NOTE ( *) ON SHEET 2 PRO1DUC F REV(U3F.p jis complying with die Florida bidding C.sde too II -i0 LAMINATED GLASS INSULATING LAM. GLASS SMALL MISSILE. ..IMPACT LARGE MISs,SI1 '.wP'AG'T I 1 n I v 2 n C 0 I 0 0 0 m 6 • I 0 drawing no. W10 -18 sheet 1 of 11 I I II I-- . II II It II II — II II H H H /. -1 -' p H B1 FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 32 7/8° D.L OPG. 36 3/8° VENT WIDTH 32 7/8° D.L OPG. EQUAL LEG FRAMB SERIES 120 SENTINEL ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SKEET 3. APPROVAL APPLI ES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI —DADE COUNTY APPROVED WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ADDL ANCHORS AT CENTER OF UTES & MTG. 5111.ES AT HEAD /SILL SEE NOTE ( *) ON SHEET 2 PRO1DUC F REV(U3F.p jis complying with die Florida bidding C.sde too II -i0 LAMINATED GLASS INSULATING LAM. GLASS SMALL MISSILE. ..IMPACT LARGE MISs,SI1 '.wP'AG'T I 1 n I v 2 n C 0 I 0 0 0 m 6 • I 0 drawing no. W10 -18 sheet 1 of 11 - DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A' &'AL' GLASS TYPES 'B' &'81' WIDTH HEIGHT WIDTH HEIGHT EXT.( +) ENT.( -) EXT.( +) INT.( -) 28 -1/2" 25 -1/2° 85.0 65.0 80.0 90.0 37" 26" 38" 25" 65.0 65.0 80.0 90.0 53 -1/8" 52 -1/8° 85.0 65.0 80.0 90.0 74" 73° 65.0 85.0 80.0 90.0 26 -1/2" 38 -3/8" 28 -1/2" 37 -3/8" 65.0 85.0 80.0 90.0 37" 38 -3/8" 36° 37-3/8" 85.0 85.0 80.0 90.0 53 -1/8" 50 -5/8" 52 -1/8" 49 -5/8" 85.0 85.0 80.0 90.0 74° 50 -5/8" 73" 49 -5/8° 65.0 65.0 80.0 90.0 26 -1/2° 25 -1/2° 85.0 65.0 80.0 90.0 37" 50 -5/8 " 38" 49 -8 /8° 85.0 65.0 80.0 90.0 85.0 65.0 80.0 90.0 53-1/8" 61.8 52 -1/8" 78.2 74' 73° 65.0 65.0 80.0 90.0 26 -1/2" 25 -1/2" 85.0 85.0 60.0 90.0 37" 83" 36" 62" 85.0 65.0 80.0 90.0 53 -1/8" 52 -1/8° 65.0 65.0 80.0 90.0 74" 73" 80.2 60.2 74.3 74.3 74" 63" 73" 62" - - 80.0 90.0 * WP. DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. G61S8 TYPES 'A' &'Al' OIA86 TYPES 'B' &'B1' WIDTH HEIGHT WIDTH HEIGHT EXT.( +) ENT.( -) EXT.( +) $NT.( -) 74" 73" 85.0 85.0 80.0 90.0 108 -1/4" 26" 105 -1/4" 25° 65.0 85.0 80.0 90.0 111" 110° 85.0 85.0 800 90.0 74" 73° 65.0 88.0 80.0 90.0 108 -1/4" 38 -3/8" 105 -1/4" 37 -3/8" 65.0 85.0 80.0 90.0 111" 110° 85.0 65.0 80.0 90.0 74" 50 -5/8" 73" 49 -5/8" no no 80.0 90.0 108 -1/4" 50 -5/8" 105 -1/4" 49 -5/8° 86.0 65.0 80.0 90.0 111" 110' 65.0 85.0 80.0 900 , 74° 73" 85.0 85.0 8110 90.0 106 -1/4" 63" 105 -1/4° 82" 81.8 61.8 78.2 78.2 111" 110" 80.0 60.0 76.4 78.4 106 -1/4 "° 105 -1/4" - - 80.0 90.0 * 111" 110° 82" - - 80.0 90.0 * *ADDL ANCHORS REQUIRED AT CENTER OF IJTES AND MTG. STILE ENDS. OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH 'XO OR OX' BUCK DIMS o1 ' !FLANGE, FRAME FLANGE DIMS (1/3W) (1 /3W) ( (1/3W) GLASS TYPES 'A' &11' CIA88 TYPES 'B' &'BW' WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH BUCK DIMS 'XOX' DESIGN LOAD CAPACITY - PSF (X0X SIZES) FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A' &11' CIA88 TYPES 'B' &'BW' WIDTH HEIGHT WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 74" 73' 65.0 65.0 80.0 90.0 108 -1/4" 26" 105 -1/4° 25" 65.0 85.0 80.0 90.0 111" 110" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 106 -1/4" 38 -3/8° 105 -1/4" 37 -3/8' 650 65.0 80.0 90.0 111" _ 110" 65.0 65.0 - ,-, 80.0 90.0 74" 50 -5/8" 73" 49 -5/8" 85.0 65.0 _ ' 80.0 90.0 74" 83" 73" 82" 85.0 65.0 80.0 90.0 (1/r) (I /2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH STD. MTG. RAIL: LIMIT MAX. LOAD TO ±65.0 PSF H.D. MTG. RAIL: LIMIT MAX. LOAD TO +80.0 -90.0 PSF 'XOX' PRODUC C REVISED Ju complying with 11w Flo,SIi Balding Code Acceptance No 1�_0Y .o4 Dam MIomI Control FLANGE & FLANGE ADAPTOB\..IE• ' EQUAL LEG FRAME JAVAD AHMAQ NOTE: / GLASS CAPACITIES ON THIS SHEET ARE :; L . , BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION �� DECLARATORY STATEMENT DCA05- DEC -219 2012 z r� FF I t O a g 1 0 8 `•1 o :ICS 14 mo 0 0c 0 0 0 W v a s E c a m drawing no. IW10 --18 sheet 2 of 11 ) DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZE'S) BUCK DIMS. GLASS TYPES 'A' &'A1' OLASS TYPES 11' &'B1' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 25 -1/2° 65.0 85.0 80.0 80.0 36" 25° 65.0 65.0 80.0 80.0 52 -1/8" 85.0 85.0 80.0 80.0 73" 65.0 85.0 80.0 80.0 25 -1/2° 37 -3/8" 65.0 85.0 80.0 80.0 38° 37-3/8" 65.0 65.0 80.0 80.0 52 -1/8" 49 -5/8" 65.0 65.0 80.0 80.0 73° 49 -5/8" 65.0 65.0 80.0 80.0 25 -1/2" 65.0 65.0 80.0 80.0 38" 49 -5/8" 65.0 85.0 80.0 80.0 52 -1/8" 82" 65.0 65.0 80.0 80.0 73° 65.0 65.0 80.0 80.0 25 -1/2" 65.0 65.0 80.0 80.0 38' 62" 65.0 65.0 80.0 80.0 52 -1/8" 65.0 65.0 80.0 80.0 73" 60.2 60.2 80.0 80.0 (1/2w) 4 (1/2W) GLASS TYPES 'A' &'A1' GLASS TYPES WV OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (xOx SIZES) BUCK DIMS. GLASS TYPES 'A' &'A1' GLASS TYPES WV WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 73' 65.0 85.0 80.0 80.0 105-1/4" 25° 65.0 85.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 73" 65.0 85.0 80.0 80.0 105 -1/4" 37 -3/8" 85.0 85.0 80.0 80.0 110° 65.0 65.0 80.0 80.0 73" 49 -5/8" 65.0 65.0 80.0 80.0 105 -1/4" 49 -5/8" 65.0 85.0 80.0 80.0 110" 85.0 65.0 80.0 80.0 73" 65.0 85.0 80.0 80.0 105 -1/4° 82" 61.6 61.6 80.0 80.0 110" 60.0 60.0 80.0 80.0 (1/.13W) =i (1/3W) (1/T) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xox' STD. MTG. RAIL: OMIT MAX. LOAD TO ±65.0 PSF H.D. MTG. RAIL: UMIT MAX. LOAD TO ±80.0 PSF DESIGN LOAD CAPACITY - PS7 (x0x SIZES) BUCK DIMS. GLASS TYPES 'A' &'AI' GLASS TYPES w &'B1' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 73° 65.0 85.0 80.0 80.0 105 -1/4" 25" 65.0 65.0 80.0 80.0 110" 85.0 65.0 80.0 80.0 73" 85.0 65.0 80.0 80.0 105 -1/4° 37 -3/8" 85.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 73" 49 -5/8" 65.0 65.0 80.0 80.0 73" 82" 65.0 65.0 80.0 80.0 (1 /4w) (1 /2W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PRODUC t REVISED fla complying with the Plod . bidding Acc nccee iNo %t- I031.O'l En FIN FR/WE, NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 ,F1A ICE 0592 • C.A.N. . . i 8 w C 0 U 0 T4 0 V 0 0<m u I I drawing no. W10 -18 (sheet 3 of 11) 1/8° ANN. GLASS 075° PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA OR .090° PVB INTERLAYER SAFLEX MG BY 'SOLUTIA' OR .090° SGP INTERLAYER BY 'DUPONT' 0 1/B" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'A' 5/18° NOMINAL LAM. GLASS 1/4" AIR SPACE 1/8° ANN. GLASS 1/8" ANN. GLASS .075" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090* PVB INTERLAYER SAFLEX MG BY 'SOLUTIA' OR .090" SOP INTERLAYER BY ' DUPONT' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'Al' 0.70° OVERALL INSUL. LAM. GLASS 1/8" HEAT STREN'D GLASS .075° PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090° PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' OR .090° SOP INTERLAYER BY ' DUPONT' 1/8° HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'B' 5/18" NOMINAL. LAM. GLASS 1/4° AIR SPACE 1/8" HEAT STREN'D GLASS >i 1/8" HEAT STREN'D GLASS .075° PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090° PV8 INTERLAYER SAFLEX IIIG BY 'SOLUTIA' OR .090° SOP INTERLAYER BY ' DUPONT' 1/8" HEAT STREN'D GLASS 0 SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'B1' 0.70° OVERALL RSA. LAM. GLASS NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & 'B1' MUST BE TEMPERED. EnQr. JAVAD t 32012 PRODUC T REVISED ngCode the Flork� Acceptance No V a 0 6 X drawing no. W10 -18 (sheet 4 of 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23b ". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING ° ° 4 '� .4 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL. STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'I1W' (Fu -120 KSI. Fy=92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" 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 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. =.090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK 1J,d/$41EIS fm = 2000 PSI MIN. PRODUCT REVISED Un the Floruia Ateeptance No — o • O%( ZF drawing no. W10 -18 (sheet 5 of 11 MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING i V• 4 BUCK WIDTH FLANGE & FLANGE ADAPTOR FRAME 1/4' MAX. SHIMS FLANGE ADAPTOR FRAME 1BY WOOD BUCKS CQX LAYOU EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM BUCK WIDTH MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH oALTERNATE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SIfMLS INTALLATION, DETAILS SHOWN ON PAGES 5 AID' APPLY' TO. BOTH FLANGE FRAME AND FLANG ',ADAPT R FRAMES. EXTERIOR XO LAYOUT D.L OPG• PRODUCP REVISED e•mplying with the Florida Acceptance No I 5 4 I v .4) L C d • 0 •�1 drawing no. W10 --18 sheet 6 of 11) TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. I /4° MAX. BUCK WIDTH 2 -3/8° MIN. �a WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2W. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing no. W10 -18 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING BACKBED CAULKING BACKBED CAULKING WOOD STRUCTURE NOT BY COI HOUSE WRAP NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° MAX. GAP 1/2" MIN. TYPICAL ANCHORS; SEE ELEV. FOR SPACING #8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1 /2" MIN. PENETRATION INTO WOOD BUCK WIDTH FIN FRAME 1/4" MAX. GAP 1/2" MIN. V 0 n. HOUSE WRAP NOT BY CGI EXTERIOR .', ttG• t M �At7Atl�•AiINJ1D • • PIA: PE' 7r•, • N,t • JAN 13 2012 PRODUC I' REVISED ��wih the Florida Code Magda= No l^ 10 AS drawing no. W10-18 sheet 8 of 11 ITEM PART # QUANTITT DESCRIPTION MATERIAL MANF. /SUPPLIER/RSMARKS El CGI -100 - FRAME JAMB ® FIXED GLASS 6083-16 COI EXTRUDER E2 CGI -113 - FRAME SILL 6083 -T8 CGI EXTRUDER E3 CGI-102 - FRAME HEAD 8083 -T6 CGI EXTRUDER E4 CM-103 - MEETING RAIL 6083 -T8 CGI EXTRUDER ES CGI -104 - LOCK RAIL 6063 -T8 X01 EXTRUDER E8 CGI -105 - HANDLE RAIL 6083 -T8 X01 EXTRUDER E7 C01 -108 - SASH RAIL 6063-76 CGI EXTRUDER ES CGI -107 - 5/18° GLAZING BEAD 6083-15 CGI EXTRUDER E9 CGI -108 - 0.700° GLAZING BEAD 6063 -15 CGI EXTRUDER E10 CG1 -109 - FRONT FLANGE ADAPTOR 6083 -T8 CGI EXTRUDER Eli CGI -110 - NAIL FIN ADAPTOR 6063 -T6 CGI EXTRUDER E12 CM-135 - IF FRAME JAMB 0 FIXED GLASS 6063 -T8 CGI EXTRUDER Et3 C0-138 - TF FRAME HEAD 6083 -TO CGI EXTRUDER E14 001 -139 - TF FRAME JAMB 6063 -T8 CGI EXTRUDER E15 CGI -140 - 1" MUNTIN 6083 -T5 CGI EXTRUDER E16 CM -141 - 2.5" MUWON 6083 -T6 CGI EXTRUDER E17 CGI-605 - SCREEN FRAME 6063-1S CGI EXTRUDER E16 CG1 -114 - SELL SNAP IN 8063-T6 CGI EXTRUDER E19 CGI -115 - SILL FILLER 6063 -T8 CGI EXTRUDER E20 C01 -116 - FRAME JAMB 6083 -T6 CM EXTRUDER E21 CM -117 - HD LOCK RAIL 6083 -T6 CGI EXTRUDER E22 CGI -138 - TF FRAME SILL 6083 -T6 CM EXTRUDER E23 CM-109 - FRONT FLANGE ADAPTOR 6063 -T6 CGI EXTRUDER M1 COI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI -111 - SCREW COVER (OPTIONAL) PVC - M3 CGI -112 3°0 ANCHORS EQUAL LEG COVER /SHIM PVC - M4 - 0.700° X 0.040° BEAD GE1200 SILICONE SILICONE GE M5 - 0.700"X 0.040° BEAD DONORS SILICONE DOW Me - 0.700" X 0.040" BEAD DOW 899 SILICONE DOW M7 - 2/ LITE SETTING BLOCK EPDM - M8 - - PROTECTO WRAP WATERPROOFING OR EQUN. - - M9 684 - ROLLER TRACK PVC - M10 001 -128 2 PER SASH ROLLER HOUSING NYLON - M11 W23201 NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. M12 C01 -129 1 PER SASH EGRESS LOCK ALUM. SULLNAN M13 CO-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391 -N 1 PER SASH ANTILIFT BLOCK NYLON M&M MI5 - OPTIONAL RETICULATED FOAM 30 PPI - - M16 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EOUN, M17 A30730401 -32 1 PER WO. CAM LOCK ZINC TRUTH OR EQUN. M18 COI -132 2PER WD. 2° SASH STOP PVC PROTOTYPE M19 COl -111 0 FR. HEAD SCREW COVER PVC PROTOTYPE M20 CM-125 2PER SASH SASH CAM (B%T BALANCE) NYLON M &M M22 - VARIES HI -FLO WEEP COVERS PVC AMESBURY OR EQUN S2 - 2 OR 3 PER CORNER # 10 X 1 1/4° LG. PHL PH. SMS. ST /ST. ASSEMBLY SCREW - - S3 - 1 1/4" EMBED. # 8 X 1 1/2" LG. PHL PH. SAS. FIN ANCHOR SCREW - - S4 - 4 PER WD. # 8 X 1/2° PH. SAS. ST /ST BALANCE BRACKET SCREW - - S5 2 PER WD. # 8 X 1° L.G. FH. SMS. ST /ST. SPIRAL B. ASSEMBLY - - S6 - - # 6 X 1/2" LG. FH. SMS. 0 CGI -133 & CAM LOCK - - SB - 4 OM. RAIL # 10 X 4° LMT. PHL PH. SMS. ST /ST. ASSEMBLY MEETING RAIL - - S9 - 2 PER ANTILIFT • 10 X 5/8" LG. PHL PH. SMS. ST/ST. ANTIUFT SCREW - - EEngr: J/WAD AHEAD • CNC FLA. PE 70592, 0, 012 PRODUCT REVISED with the Merida MeeptanceNo I1-to3 .Oq '!4z7 COMP- ANL \W10 ore I 0 v to Q s I 0 O v 0 g a a 0 m i0 TIE 6 • II • I drawing no. W10 -18 sheet 9 of 1 ) m �V 1 0 2.440 2.440 2.113 1.015 085 .490 .120 2.849 2.101 1.880 .705 ,050 TYP. .705 ,050 TYP. 1.301 2.346 1.801 1.301 Z n 0 T 2 Cr G 0 t d' 0 w gi p a .11 044 Ch2 g 4611 zd G. F 085 088 TYP. 1.220 1.550 se4 s9a Fr_5171 1.007 .050 c O 5/16" GLAZING BEAD O .700" GLAZING BEAD 1.155 1.155 E4 M 1.368 MEETING RAIL .745 1.385 ® NAIL FIN ADAPTER 1398 .180 1.449 FLANGE 1.015 FRAME HEAD FLUSH 1.015 FRAME HEAD 293 X1.498 -a • 080 O FLUSH FRAME COVER oeD O SCREW 1.413 COVER b 1.015 -a 1.015 2.284 -7 1.786 7YP• 4.430 1 .140 3.930 1.140 088 TYP. 1.015 D 1.220 098 IYP. TYP 0 3.888 2.885 3.185 2.885 < 1 1 gl vs U Q O ID SILL FILLER LOCK 1.043 RAIL .550 1.450 .180 I A 4 LS 21 L ti 1.788 O •05O f 2.440 O FLANGE FRAME SILL 4 FLUSH 2440 FRAME SILL 0 FLANGE ADAPTOR 1.015 085 7YP. D 1.220 2.310 2.737 2.737 E21 ALT. 2.613 '. 2.813 1.043 LOCK RAIL • J . 2.505 088 TYP 2.505 a . -, 1.892 ,065 TYP, 2.195 1.000 .991 .500 .991 -d c 1.015 1 9 I ID3.237 FLANGE FRAME JAMB (MOVING) 2.737 °FLUSH FRAME JAMB (MOVING) 1.043 O HANDLE RAIL .811 TW. .811 - TYP. c S n o 2.505 .085 2.505 ,085 4 c.-- to 1.025 O it of •- . Prior • JAWS AHEM - PRODUCT REVISED F . t .•)8592 with We Flo No 1-103 • y 42r� :.. 1.015 1.015 O .065 1385 .745 ® FLANGE FRAME 1745 JAMB 1.000 (FIXED) E7 FLUSH FRAME .500 1.243 JAMB (FIXED) 1.015 SASH RAIL :. ;r 2012 2012 / -- c ; drawing no. 440 --18 (sheet 10 of 1 1) VENT TOP /BOTTOM CORNERS PRODUCrREVISED ps complying It gCodewN6 the Roddy Acceptance No I `0141"u] t 3 O 2 2 FRAME BOTTOM CORNER 6 0 a a 0 m I drawing no. W10 --18 (sheet 11 of 11) i W5 Pk0 MECAWind Version 2.1.0.6 per ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date Company Name Address City State File Location: : 11/18/2013 Project No. : MARK E REARDON Designed By : 15790 SW 88 AVE Description : PALMETTO BAY Customer Name : FL Proj Location C: \Projects \R &S WINDOWS \tony \claussen \claussen wind.wnd : NEW WINDOWS AND DOORS : CLAUSSEN RES : 370 NE 97 ST Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category Natural Frequency Importance Factor Damping Ratio (beta) Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang at 2 Bldg Length Along Ridge = 81.00 ft = II • N/A = 1.00 • 0.01 - 9.50 • 0.11 • 0.15 • 0.20 = 0.20 = 3 : 12 = 15.00 ft 20.50 ft 2.00 ft Eave= Exposure Category = Flexible Structure = Kd Directional Factor = Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area C No 0.85 = 900.00 ft = 1.00 = 0.65 = 500.00 ft = 15.00 ft = 14.00 Deg = Gabled = 11.50 ft = 2000.00 ft^ Bldg Width Across Ridge= 70.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1 /(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.85 = 15.00 ft = 0.23 = 427.06 ft = 0.90 - 0.87 Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 Topographic Adjustment 0.33 *z Kzt (0.33 *z): Topographic factor at elevation 0.33 *z Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33 *z)] ^0.5 = 4.95 - 1.00 - 175.00 mph Net Wind Pressures on Walls (Table 27.6 -1) Wall Pressures do not include effect of internal pressure MWFRS -Wall Pressures for Wind Normal to 70 ft wall L/B ph: Net Pressure at top of wall (windward + leeward) p0: Net Pressure at bottom of wall (windward + leeward) ps: Side wall pressure acting uniformly outward = .56 * ph = pl: Leeward wall pressure acting uniformly outward = .36 * ph= pwh: Windward wall pressure acting uniformly outward = ph -pl = 1.16 37.91 psf 37.91 psf 21.07 psf 13.75 psf 24.16 psf pw0: Windward wall pressure acting uniformly outward = p0 -pl = 24.16 psf MWFRS -Wall Pressures for Wind Normal to 81 ft wall L/B = 0.86 ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf pwh: Windward wall pressure acting uniformly outward.= ph -pl = 23.99 psf pw0: Windward wall pressure acting uniformly outward = p0 -pl = 23.99 psf See Fig 27.6 -2 for Parapet wind Roof Pressures See Table 27.6 -2 Wall Pressures See Table 27.61 Elevation Net Wind Pressures on Roof (Table 27.6 -2): Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 psf psf 1 -35.37 5.12 2 -24.35 -7.17 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone /load case is not applicable. Load Case 1: Povhl: Overhang Povh3: Overhang Load Case 2: Povh1: Overhang Povh3: Overhang Gabled Roof Roof Overhang Loads (Figure 27.6 -3): pressure for zone 1 pressure for zone 3 pressure for zone 1 pressure for zone 3 Um 1 or 3 N or P • -26.53 psf • -27.03 psf - 3.84 psf _ .00 psf Date Company Name : Address City State File Location: MECAWind Version 2.1.0.6 ASCE 7 -10 Developed by MECA Enterprises, : 11/18/2013 MARK E REARDON 15790 SW 88 AVE PALMETTO BAY Inc. Copyright 2013 www.mecaenterprises.com Project No. Designed By Description : NEW WINDOWS AND DOORS Customer Name : CLAUSSEN RES FL Proj Location : 370 NE 97 ST C: \Projects \R &S WINDOWS \tony \claussen \claussen wind.wnd a, ' 2: al-3 r -i I ) 11 2; ; 2 31213 Gable Roof 7 < 6 <= 45 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 6 ft Description Width Span Area Zone Max Min Max P Min P ft ft ftA2 GCp GCp psf psf WINDOW A PANEL WINDOW B DOOR 1 PANEL DOOR 2 PANEL 1.50 3.10 2.50 3.00 4.20 6.3 4 5.25 16.3 4 6.70 16.8 4 6.70 20.1 4 1.00 -1.10 0.96 -1.06 0.96 -1.06 0.95 -1.05 40.05 -43.45 38.78 -42.18 38.71 -42.10 38.23 -41.63 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 0.85 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd = 33.94 psf