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WS-15-2821-5 Fc - Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 02101 VA =J FBC 20i6 BUILDING Master Permit No.ws— 1!5 - 2-22, PERMIT APPLICATION Sub Permit No. *BUILDING E]ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL❑PLUMBING [:]MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP `` ® / CONTRACTOR DRAWINGS !OB ADDRESS: / (0 ` ® � l ` Citv: Miami Shores County- Miami Dade Zin: :3 / 3-57 Folio/Parcel#:_ I/-2232 -04- 0 iY2-0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): r! �1 � �1� ��� i� py��Fhone#��, � 7 — to ( 7 Address: I� 61 City: Tena Emai &A4 I � l!�4�J State: lam' L Zip: ��1 CONTRACTOR: Company Name: 4/22 LQs; Phone#: 477-79 . Address: SAO cirri 161 Sri` City: r State: - Zip: 3. 4V Qualifier Name: ,¢- Phone#:��'� State Certification or Registration #: &1.4.06 Certificate of Competency t 4 , e/47A -17 DESIGNER:Architect/Engineer: 4:.`/aew,axt*-16--2op''LGsis Phone#: ,s -3S -ago Address: 160 $ iw `x A/% P-401. /®/6 City: z tate: 'LZip:�W= Value of Work for this Permit: $ .-l% Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work:`2 v4 ; - 2 Ay A o � f w if(arz:: f,eLjo.4 ALQQUAS� az) '6&a P -'22.4-A 3 Specify color of color thru tile: Submittal Fee $ 50 . o® Permit Fee $ Glti' ' �7 CCF $ CO/CC $ Scanning Fee $ Technology Fee Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Souffront Construction's Group Ltd. Co Certificate of Authorization No.29697. " CGC 1508685 15375 SW 104th Terrace # 5 Miami, Florida 33196 786-306-9417 souffrontenaineerin-gOgmail.com June 9, 2015 Miami Shores Village Building Department. 10050 N.E. 2nd Avenue Miami Shores FL 33138-0000 Reference: Sliding Glass Doors Installed at Arturo Rodriguez Residence. Address: 10618 NE 11 Ct., Miami Shores, FI 33198. TO WHOM MAY CONCERN This letter certify that SOUFFRONT CONSTRUCTION'S GROUP LTD CO. Has done a field inspection at Arturo Rodriguez Residence located at 10618 NE 11 court, Miami Shore FL 33198. SCG verified that a New Three panels OXX Sliding Glass Doors has been installed by Prestige Windows and Doors into an existing windows opening, removing four (4) rows of non-structural Concrete Masonry unit installed by the previous owner. The new sliding Glass Door is qualified by the NOA # 13-1121.08 "Series 150° Aluminum Sliding Glass Doors W/Wo Reinforcement LMI, from CGI Windows & Doors, Inc., Door was installed with Anchor Type A (1/4" Ultracon by Elco with 114" Minimum Embedment into concrete) and Glass type B. with capacity for +/-57 psf versus the required +35.32 psf — 38,71 psf as per wind load calculations given by Prestige Windows and Doors. IN MY PROFESS ONAL JUDGMENT AND THE BEST OF MY KNOWLEDGE AND BELIEF THE SOLUTION GIVEN ABOVE MEET THE REQUIREMENT TO WITHSTAND SAFELY THE WIND LOAD AND COMPLY WITH THE APPLICABLE FLORIDA BUILDING CODE 2010 INCLUDI HIGH VELOCITY HURRICANE ZONE. Should yofi hive any questions or additional requirements, don't hesitate contact me at your convenience. Yours Oscarit du ont P.E. Mi ASCE President. 786-306-941 'Bonding Company's Name (if Bonding Company's Address City 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature_' OWNER or AGENT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this � day of ./�I �l�7PP�/ , 20 /,S' , by day o ' 20 L J , by e�—Jt , who is personally known to 17A1,4— 52�W'" who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as me or who has produced Seal•m� .fa - - - -- =�° �� MY GC+C4 N-,381ON # EE1,77745 EXPII E!' Wrcdi 11, 2016 L407> 39a-053 APPROVED BY (Revised02/24/2014) t{ identification and who did take an oath. NOTARY PUBLIC: Sign: - Print: Seal: life t C'M11eilS:al0ISf # EE177745 -2. R 'a CAPIRES March 32, 2096 (4081390.01x53 FI©fd®iJo(tifyS81viC2.609P1 Plans Examiner Structural Review as Zoning Clerk F.,. 5500 NW 161 at Street STIGE Miami, FL 33014 P. 305.820.5999 Serving Keys to Palm Beaches F. 305.575.1587 WINDOWS & DOOR.$ www.prestigewindoc)r.com WWW.PRESTIGEWINDOOR.COM LIC # CBC1251687 Name: Ckr�-tAri, Zoarigu,f-1 Job #: Address: 106 I t N C I 1 t" C+ City, Zip: 144,4#14' S 3 313ff Tel: 3 05 - RY) - 0 F 7 Alt. Tel: D S• 197 .7 Y V L% Email: b) I1 410aA t� C7 *f,) 0 -is, Ref. by: VIj/Th Window/Door Replacement Contract Scab of Work Included: Additional Work Included: * Preuare floor clans and eneinpprpd urind Incl rolndarinne * Obtain all necessary permits for work to be completed • Remove existing windows/doors and remove debris from jobs(te * Prepare existing openings to accommodate new windows/doors ' Adjust new windows/doors after installation ' Pass all necessary inspections to close out permit &xdusions: Painting, windowsill replacement SpecftationS Impact:4— Non -Impact: C-peehlayc, 111X62+0 1M401% 56% C V,6 3'7k3S' fiy 5d)(6 d 3 ? xko Biosis. Screen: 18 x 16 charcoali�_1 , e _ ��,J_ Notes/Spedal Subtotal for all Materials $ Sales Tax Total Contract Price Down Payment Balance on Delivery Balance on Completion HOA Approval Req?: BUYERS RIGHT TO CANCEL INCLUDED ❑ Credit terms arranged for balance due (pending approved credit appg®tion & based on finance companies terms & conditions) $ 1-T 7h1t'� ❑ Credit Card (Auth. Form attached) -$ ❑ Cash / Check # $ (there is a $30 fee for any unpaid/retumed check $ NOTE TO CUSTOMEIR Do not sign any dawments that •�(�,� 6�GJ are blank Yes No Mgmt Co: Phone: All work on the above mentioned property herein will be performed in a timely and professional manner. Buyer may cancel tits Agreement by providing written notice by US Certlfled Mail, Return Receipt Requested to Prestige Windows. This cancellation must be written in english and postmarked before midnight of the 3rd business day after you sign this agreement For the purposes of this AgrsemsM a Tusiness Day' stall Include Monday through Saturday, but shall not Include Sundays or arty legal holiday on which the Postal Service does not deliver. If the right to cancel period expires, the seller's contract may not be cancelled by the homeowner or applicant. The total amount of the contract may be collected by se ler, aril if any court action Is needed, the buyer will be responsible for any costs Inmeed to enforce this agreemeft IN wITNLM WHEREOF, the Parties acknowledge and agree to the teams of this Contract and, intending to be legally bound hereby, have hereunto set their bands and seals as of the date herein. Only terms written m this Contract and approved by Prestiae management will become part of this Contract. No verbal committments from the sales persons wM be honored. Accep ;ed - Pri t Name at Accepted - Print Name Accepted - Signature Accepted - Signature Date PROPERTY OWNER: PROPERTY ADDRESS: WINDOW/DOOR SCHEDULE ARTURO RODRIGUEZ RESIDENCE 10618 NE 11 CT MIAMI SHORES, FL 33138 DATE: 02/04/15 OPENING DESCRIPTION OF WINDOWIDOOR UNIT TYPE PRODUCT ACCEPTANCE NO. GLASS IMPACT THICKNESS NOA PRESSURE (+) PSF (-) PSF OPENING PRESSURE (+) PSF (-) PSF OPENING SIZE MULLION REQ MULLION YIN NOA MULLION SHUTTER REQ SIZE YIN D-1 SERIES 450 SINGLE DOOR X 12-0706.03 YES 1" 90 -90 38.01 -41.4 39x81 NO - - N W-2 HORIZONTAL ROLLER XO 11-1031.04 YES 5/16" 65 -65 40.1 -53.63 36x38 NO - - N W-3 I HORIZONTAL ROLLER XO 11-1031.04 YES 5/16" 65 -65 38 -41.4 52x62 NO - - N W-4 HORIZONTAL ROLLER XO 11-1031.04 YES 5/16" 65 -65 37.6 -48.8 73x50 NO - - N W-5 HORIZONTAL ROLLER XOX 11-1031.04 YES 5/16" 65 -05 36.5 -46.6 111x50 NO - - N D-6 SLIDING GLASS DOOR XX 13-1121.08 YES 1" 60 -60 36.44 -39.84 72x80 NO - - N D-7 SLIDING GLASS DOOR XXX 13-1121.08 YES 1" 60 -60 35.32 -38.71 111x80 NO - - N D-8 I SERIES 160 SINGLE DOOR X 13-0226.06 YES 1'1 80 -80 38.14 -41.54 37x81 NO - - N W-9 HORIZONTAL ROLLER XO 11-1031.04 YES 5/16" 60.2 -60.2 37.03 -47.58 73x63 NO - - N W-10 HORIZONTAL ROLLER XO 11-1031.04 YES 5/16" 60.2 -00.2 37.03 -47.58 73x63 NO - - N W-11 HORIZONTAL ROLLER XO 11-1031.04 YES 5/16" 65 -65 40.1 -43.5 37x38 NO - - N W-12 HORIZONTAL ROLLER XO 11-1031.04 YES 5/16' 65 -65 40.1 -43.5 37x38 NO - - N W-13 HORIZONTAL ROLLER XO 11-1031.04 YES 5/16" 65 -65 38.31 -41.7 74x38 NO - - N W-14 HORIZONTAL ROLLER XO 11-1031.04 YES 5/16" 65 -65 38.31 -50.14 74x38 NO - - N W-15 HORIZONTAL ROLLER XO 11-1031.04 YES 5/16" 65 -65 38.31 -50.14 74x38 NO - - N W-16 (A -B) HORIZONTAL ROLLER XO 11-1031.04 YES 5/16" 60.2 -60.2 36 -38.6 74x63 YES 12-1220.15 1x4x64 N D-17 I FIBERGLASS DOOR I X FPA 16708.1 YES - 1 65 -65 1 38.41 -41.8 33x82 NO - - I N Confidential C-� --cs 292 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT St 1111FCT TO COMPLIANCE WITH ALL FEDERAL rnrr AND COUNTY RULES AND REGULATIONS JOSE E. PEREZ Permitting Coordinator ....... . .. .. . .. . . . . ... . .. ... .. . . . .. . ••• •• . ••• . .. . . ..... . . . . .. . • . • . • . • • •• •• • • • •• •• ••• • • • ••• • • page W-9 HR 73x63 XO EGRESS W-10 HR 73x63 X0 EGRESS W-11 HR 37x38 X0 W-12 HR N11 - 37x38 XO W-13 HR 74x38 XO EGRESS W-14 HR 74x38 XO EGRESS MASTER BEDROOM I MASTER' BATH i i M i i i i BEDROOM1 i i i BEDROOM2 i W-15 HR 74x38 XO EGRESS D-8 D-7 D-6 W-5 SD SGD SGD 37x81 1 1 80 72x80 11x50 XXX XX XOX LIVING ROOM A . B W-16 (A -B) HR 74x63 XO MULLION NOA: 12-1220.15 SIZE: 1x4x64 FAMILY ROOM . 1 IM M W 1 1 ... 1 1 ... ... I ... I IM M W 1 KITCHEN t• ... ...11...I I= W W 1 1...1 1 ... i i i i i i ENTRY; GARAGE i D-1 SD 39x81 GARAGE DOOR TO REMAIN W-4 HR 73x50 X0 W-3 HR 52x62 XO D-17 FGD 33x82 W-2 HR 36x38 XO II VIII Project: ARTURO RODRIGUEZ RESID 10618 NE 11TH COURT MIAMI SHORES, FL 33138 Drawn by: Jose E Perez Permitting Coordinator M • • . Y Y 7 i r Y .. . LEGEND'..4M/ escap,e. wipdows shofl provide i..... .. .... -. Clear opeiwhg,of not less than.5.7 SQFT. " The width sfPi4ll be not Fess than W and r•.... 9 •, r.... Y The height Shall notly fess thaw? • ; • 24". :.•:.. • The botfom of the gpeiaing shaft ade be More than 44'1 above fRished boor " Notes: • Remove and Replace existing windows • SD: Single Door • DD: Double Door • SGD: Sliding Glass Door • FGD: Fiberglass Door • SH: Single Hung •HR: Horizontal Roller • CSMENT: Casement • FIXED: Fixed N.T.S. A1_ It A FRANK L. BEN NARQO, P.E_ rNC. INNOVATION 00 Project #: 42038-5115 Project Details: RODRIGUEZ RESIAME Contractor: PRESTIGE WINDOWS AND DOORS 10618 NE 11 COURT - MIAMI SHORES; ft**o .••• Subject: Wind Load Design Pressure Calculations (Components & Clacl•c(ing) Site Information • • • • Building Classification: Enclosed Wind Speed (Vult): 175 mph Exposure Category: C Roof Type: Hip Roof Slope (0): 18.4 deg Mean Roof Height (h): 15.0 ft Min. Building Dimension (L): 20.0 ft Parapet z 3 feet? No L_ 56.57 psf ••• • 6 .••• • • 0006 0 66 0 • • 6.6• 0 0 General Ca#oulation • • • • K (Kn) so.* . Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure 39.0 x 81.0 Coefficient (GC I): ±0.18 Topographical Factor (Kt): 1.0 Velocity Pressure Exposure 0.94 Coefficient ( nK): 0.85 Velocity Pressure (qn): 56.57 psf End Zone (a): 3.0 ft ASD Method: P = 0.6w Mar Elev, z' ft) Size. UU x H (In) Zone Nutter Area ijftZ) _ ....y._.__._ . _ K (Kn) , i ( h) . _ GCP;+ GCPT= Pressured (psf) - D-1 15 39.0 x 81.0 4 No 21.9 0.85 56.57 0.94 -1.04 +38.0/-41.4 W-2 15 36.0 x 38.0 5 No 10.0 0.85 56.57 1.00 -1.40 +40.1/-53.6 W-3 15 52.0 x 62.0 4 No 22.4 0.85 56.57 0.94 -1.04 +38.0/-41.3 W-4 15 73.0 x 50.0 5 No 25.3 0.85 56.57 0.93 -1.26 +37.6 /-48.8 W-5 15 111.0 x 50.0 5 No 38.5 0.85 56.57 0.90 -1.19 +36.5 /-46.6 D-6 15 72.0 x 80.0 4 No 40.0 0.85 56.57 0.89 -0.99 +36.4/-39.8 D-7 15 111.0 x 80.0 4 No 61.7 0.85 56.57 0.86 -0.96 +35.3 /-38.7 D-8 15 37.0 x 81.0 4 No 20.8 0.85 56.57 0.94 -1.04 +38.1/-41.5 W-9 15 73.0 x 63.0 5 No 31.9 0.85 56.57 0.91-1.22 +37.0/-47.6 W10 15 73.0 x 63.0 FTT No 31.9 0.85 56.57 0.91 -1.22 +37.0 /-47.6 NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the 2010 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Vult may be converted to Vasd according to the following formula: [Vasd = Vult * V(0.6)]. Risk Category for the listed Vult shall be verifie<: pursuant to ASCE 7-10 Table 1.5-1 and Figures 26.5-1A, B, & C, or 2010 FBC 1620.2 by others. Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 42038-5115 PHONE: 954-354-0660 FAX: 954-354-0443 paular WWW.ENGEXP.COM Valid Only With Raised Engineer Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 PAGE � OF 2, A FRANK L. SENNARDO, P.E., INC. INNOVATION Site Information Building Classification: 0000 Wind Speed (Vult): o • Project #: 42038-5115 Project Details: RODRIGUEZ RE9 PSCE C Roof Type: Hip Contractor: PRESTIGE WINDOWS AND DOORS 10618 NE 11 C04R'F•• �••� Mean Roof Height (h): 15.0 ft MIAMI SHORES, -!S:: "' ' Parapet z- 3 feet? 0000 0 0 • 0 0.0• •000 End Zone (a): 3.0 ft ASD Method: P = 0.6W Subject: Wind Load Design Pressure Calculations (Components & Clad'd'ing) '*:0 0.00.. 74.0 x 38.0 4 No Site Information Building Classification: Enclosed Wind Speed (Vult): 175 mph Exposure Category: C Roof Type: Hip Roof Slope (0): 18.4 deg Mean Roof Height (h): 15.0 ft Min. Building Dimension (L): 20.0 ft Parapet z- 3 feet? No Coefficient (Kh): 0.85 ••0000 0000.. •••••• 0 •••• 0000. 0000.. 0.000• 0000• • General Caloulalion • • • Pjfesures sees . Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure 0.85 Coefficient (GC,,): ± 0.18 Topographical Factor (Kt): 1.0 Velocity Pressure Exposure 15 Coefficient (Kh): 0.85 Velocity Pressure (qh): 56.57 psf End Zone (a): 3.0 ft ASD Method: P = 0.6W Marlen, z (ft) Size W z ihl (in') ,Zone Shutter? Area((ft4) dK r,),'q Z (A h) tGC p {iiC Pjfesures W11 15 37.0 x 38.0 4 No 10.0 0.85 56.57 1.00 -1.10 +40.1/-43.4 W12 15 37.0 x 38.0 4 No 10.0 0.85 56.57 1.00 -1.10 +40.1/-43.4 W131 15 74.0 x 38.0 4 No 19.5 0.85 56.57 0.95 -1.05 +38.3 /-41.7 W14 15 74.0 x 38.0 5 No 19.5 0.85 56.57 0.95 -1.30 +38.3 /-50.1 W15 15 74.0 x 38.0 5 No 19.5 0.85 56.57 0.95 -1.30 +38.3 /-50.1 W16 15 148.0 x 63.0 4 No 64.8 0.85 56.57 0.86 -0.96 +35.2 /-38.6 D17 15 33.0 x 82.0 4 No 18.8 0.85 56.57 0.95 -1.05 +38.4/-41.8 NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the 2010 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Vult may be converted to Vasd according to the following formula: [Vasd = Vult * d(0.6)]. Risk Category for the listed Vult shall be verifie0(�: pursuant to ASCE 7-10 Table 1.5-1 and Figures 26.5-1A, B, & C, or 2010 FBC 1620.2 by others. Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 42038-5115 PHONE: 954-354-0660 FAX: 954-354-0443 paular WWW.ENGEXP.COM Valid Only With Raised Engineer Frank L. Bennardo,P. PE0046549 Cert Auth 9885 PAGE 2- OF 2. ', qtr, i � a�1, , .g .• � . • • e • • • � • • .. �, s• 040 i • • • • 0:0 •• • • • • 6:0 •• • • • • • • • • • • • • • •• •• • • • •• •• MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOM www.miamidade.sov/economv CGI Windows & Doors, Inc. 10100 N. W. 25th Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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. DESCRIPTION: Series "450" Aluminum Outswing glazed Doors w/wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98-01, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1. 1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10-20-97 and last revised on JUN 29, 2012, signed and sealed 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 Limitations: • • • • 1. See Design Pressure ratings in sheets 1. 1, 5, 6 and 7 for unit sizes Vs lock options my?lion type,%-Idelites, gmg; • types and anchors. • • • • • • • • • • 000000 0 .. 0000.. 2. For mulled units lower design pressure of doors or mullion shall control for entir % 1s.sembly. • • 3. Exterior Design Pressure= +100 PSF Max w/ threshold (sill type S-0). Sills (thre4VIds) types •1 & SSJ20 • • • are not rated for water infiltration. See thresholds (sills) limitations notes, in sheel%4 A r) and .*pe ..... A 1(muntin) limitations notes, in sheet 6. go:**: .. 0000. 4. Narrow stile sidelites are limited to 18" or less. • • • • 0000 • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or lobo, WA state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. • • • • • • 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed and•Me has heea ao chaije • 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 # 11-1025.02 consists of this page 1 and evidence pages E-1& E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 12-0706.03 Eff MIAMI -RADE COUNTY Expiration Date: November 09, 2016 ` Approval Date: October 25, 2012 Page 1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 11-1025.02). 2. Drawing No.W98-01, titled "Series 450 outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10-20-97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file # 11-1025.02) 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(+50.0 PSF, sill S -I only) 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 manufacturer's parts and section drawing marked -up drawings of aluminum out swing / Inswing door w/wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-0080-0304-11 dated 11/28/2011 and HTL-0080-0902-11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B-5234.02- 450-18 dated 12/19/2011, 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 pprF.0C TAS 162-94 :0***: 3) Water Resistance Test, per FBC, TAS 202-9A... .... :"": 4) Large Missile Impact Test per FBC, TAS 2'al•-9� • • • • • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TA'S 2M-94 :. • •. • • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS M2-94. Along with manufacturer's parts and section drawing marked -up dra4ings pf alujinign • • ��; In/out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., •Test•ReporCNo.'1'ITL-. 97055 (0080-912-97) dated 09/23/97 thru 02/27/98 for specimen #1, 2s5, 4•testedpgrtA202!••• 94, specimen #4, 5A, 513, 5C tested per PA201-94 & PA203-94, signed and sealecdby Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-01071 (0080-0402-02) dated 04/01/2002 tested per PA201-94 & PA203-94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09-0723.04). Original tests conducted per SFBC, PA 201, 202 &203-94 now known as FBC, TAS 201, 202 & 203-94. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 E-1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Submitted under file # 11-1025.02) 1. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 09/09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under file # 11-1025.02) 3. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 08-1224.04 issued to Solutia Inc. for "Saflex composite glass w/ PET interlayer", expiring on 12/11/13. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex color & clear interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 10/16/12, signed and sealed by Javad Ahmad, V.E 2. Lab compliance and addendum letters, as part of the above refere;j%d tgst repgrts; Gooses ...... . .. ...... G. OTHER ' 1. This NOA revises # 11-1025.02, expiring on November 09, 208.0: • •, 00 • • 2. 00: Hardware cut sheets verified and marked -up by the Architectural .Tasting (former 00000 ..:..' Hurricane Testing lab). • • • • sees • • • ... 3. Test proposal # 10-0940, dated 11/17/10 approved by BNC. ":' 0 o: ...... .. . . ... haq r. Chanda, P.E. Product Control Examiner NOA No 12-0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 E-2 TYPICAL ELEVATIONS 6 6 7/6' LOWNG OPNONS SEE OM SHEET M La oI ` OUTSWING N 4 ♦\` \ `♦ LH CONFIGURATIONS SHOWN `♦ RH SIMILAR 74-1/2' FRAME WM 11 1/$ H30 OL OPG. 01 OPO. 6 7/s' 810TH 1 STEPS TO USE CHARTS SEE SHEETS 6 & 7. KIET NOTE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFIM D.L. GPG. HEIGHT 6/8 1 66-1/2' I 1 1 3 OUTSWING 551 SS2 SADDLE SILL 8/0 94-7/8' i 1 1 ♦ji 100-7/8' 88-1/2' 9/0 i I 9/6 112-7/8' A , I � •• •• • •• • I i I A \beg •• • • • , 1 • • • S _ 4 /. �� I / �i ••• • I i • i•• i • • • • 690 i sss e/00 I \ 1 A 4 • • • ACINACTIVE STEPS TO USE CHARTS SEE SHEETS 6 & 7. KIET NOTE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFIM D.L. GPG. HEIGHT 6/8 1 66-1/2' 7/0 1 3 OUTSWING 551 SS2 SADDLE SILL 8/0 STEPS TO USE CHARTS SEE SHEETS 6 & 7. KIET NOTE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFIM 113-1/16° FRAME WIDTH SEE SHEET 1 1� D.L. GPG. HEIGHT 6/8 1 66-1/2' 7/0 1 70-1/2' 7/6 88-7/8' 76-1/2' 8/0 94-7/8' i 1 1 ♦ji 100-7/8' 88-1/2' 9/0 i I 9/6 112-7/8' 200-1/2- , I � •• •• • •• • I i I A \beg •• • • • , 1 • • • S _ 4 /. �� • / �i ••• • W i • i•• i • • • • 690 i sss e/00 \ i 4 (SEE SHEET 6) • • 4 • • • \ I ♦ I I ACTIVE 1 / INACTIVE 113-1/16° FRAME WIDTH SEE SHEET 1 1� � r N s -o s -o 3 3 NGMINAL DME/SIDELITE PANEL PANEL D.L. GPG. FRAME HEIGHT = PANEL HEIGHT + 1-7J8' STD. THRESHOLD) WIDTH WIDTH WIDTH FRAME HEIGHT = PANEL HEIGHT + 1-5/8' (ADA THRESHOLD) 2/0 23-3/4' 12-7/8' FRAME WIDTH = PANEL WIDTH + 2-3/4' LEGEND 2/6 29-3/4' 18-7/8' 3/0 35-3/4' 24 7/8' _ -0 - OUTSWING DOOR DETAIL 3/6 41-3/4' 30-7/8' - ITEM DESCRIPTION (see sheet 2 of 7) NOMINAL DOOR/SIDELITE PANEL PANEL HEIGHT HEIGHT D.L. GPG. HEIGHT 6/8 78-7/8' 66-1/2' 7/0 1 70-1/2' 7/6 88-7/8' 76-1/2' 8/0 94-7/8' 82-1/2' 8/6 100-7/8' 88-1/2' 9/0 106-7/8' 94-1/2' 9/6 112-7/8' 200-1/2- , 118-7/8' � •• •• • •• • I i I •• •• • • • , 1 • • • S _ 4 /. �� • / �i ••• • W i • i•• i • • • • 690 i sss ♦♦ \ i 4 (SEE SHEET 6) • • 4 • • • \ I ♦ I I AcnvE � r N s -o s -o 3 3 NGMINAL DME/SIDELITE PANEL PANEL D.L. GPG. FRAME HEIGHT = PANEL HEIGHT + 1-7J8' STD. THRESHOLD) WIDTH WIDTH WIDTH FRAME HEIGHT = PANEL HEIGHT + 1-5/8' (ADA THRESHOLD) 2/0 23-3/4' 12-7/8' FRAME WIDTH = PANEL WIDTH + 2-3/4' LEGEND 2/6 29-3/4' 18-7/8' 3/0 35-3/4' 24 7/8' _ -0 - OUTSWING DOOR DETAIL 3/6 41-3/4' 30-7/8' - ITEM DESCRIPTION (see sheet 2 of 7) NOMINAL DOOR/SIDELITE PANEL PANEL HEIGHT HEIGHT D.L. GPG. HEIGHT 6/8 78-7/8' 66-1/2' 7/0 82-7/8' 70-1/2' 7/6 88-7/8' 76-1/2' 8/0 94-7/8' 82-1/2' 8/6 100-7/8' 88-1/2' 9/0 106-7/8' 94-1/2' 9/6 112-7/8' 200-1/2- 10/0 118-7/8' 106-1/2' ••• • • • • ••• • • 1 6 11 • • • • • • • _ •• •• • •• • • •• •• • • • MULI7PLE • 3 • • • •• • • OOSI't • • • ••• • SIDELITES AVAILABLE i • i•• i • • • • 690 i sss 4 (SEE SHEET 6) • • 4 • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9 2012 revisions: E IMIM REV. PER 8= Cow= F 07.10.08 tft= FOR 2DW Fec "1=11 REV. PER We �00]I1S i 04.2112 REV. PER PM CM61003 4 OM12 NO owa Me sm DWG. NO.: W98-01 WINDOWS ac MOORS 10100 notthsest 25 street m snA, Wdo 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 1 sheet 1 of 7 TYPICAL ELEVATIONS LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) CGI 3 POINT LOCK r-5-21 TRUE OPTIONAL TRUE MUNTINS DOOR OR SIDELITE FRAME H13GHT - PANEL HEIGHT + 1-7/8' (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1-5/8' (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2-3/4' 10A 10AA I 10B 10C & IOCC 10D & 10E 10 F DOOR HEIGHT EXT.(+) INT.(-) EXT .(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) HORIZONTAL 90A 90.0 100.0 710.0 100.0 110.0 85.0 65.0 80.0 1 80.0 100.0 110.0 96-3/4' .0 90.0 100.0 110.0 100.0 110.0 65.0 85.0 70.0 70.0 90.0 80.0 108-3/4' - - 100.0 110.0 100.0 110.0 - - - - S0.0 90.0 (IORMORE - - 70.0 70.0 70.0 70.0 - / PER DOOR OR SIDEUIE PANEL) i% s DOORS WITH 3 HINGES TO 100 PSF Mr a i ACTIVE I ' N • • 11MV I I OPTIONAL TRUE MUNTINS DOOR OR SIDELITE FRAME H13GHT - PANEL HEIGHT + 1-7/8' (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1-5/8' (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2-3/4' 10A 10AA I 10B 10C & IOCC 10D & 10E 10 F DOOR HEIGHT EXT.(+) INT.(-) EXT .(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 84' 90A 90.0 100.0 710.0 100.0 110.0 85.0 65.0 80.0 1 80.0 100.0 110.0 96-3/4' .0 90.0 100.0 110.0 100.0 110.0 65.0 85.0 70.0 70.0 90.0 80.0 108-3/4' - - 100.0 110.0 100.0 110.0 - - - - S0.0 90.0 120-3/4• - - 70.0 70.0 70.0 70.0 - � I 1 \ RESIDENTIAL HARDWARE COMMERCIAL HARDWARE • • ii I 1 . HINGE LGCAIj'ION• • • • li • 4 MAX. DOGR HEIGHT • NOS EO AAX• S�AC: i% s DOORS WITH 3 HINGES TO 100 PSF LIMITED \ i i ACTIVE I HARDWARE :DES .RIP.T10(�•• • • 11MV I I INACTIVE ACTIVE IDA : COPPER CREEK W/ CGI 3 POINT 10AA : BALDWIN W/ CDI 3 POINT 108: RECENT COMMERCIAL 3 POINT 10C BALDWIN SINGLE POINT LOCK IOCC COPPER CREEK SINGLE POINT LOCK 10D DDR-O-MAnC SERIES 1890 IOE : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK n REGENT COMd�IAI m 3 POW LOCKA 1 12 3 II RESIDENTIAL HARDWARE COMMERCIAL HARDWARE • • ii I 1 . HINGE LGCAIj'ION• • • • li • 4 MAX. DOGR HEIGHT • NOS EO AAX• S�AC: ••• s DOORS WITH 3 HINGES TO 100 PSF LIMITED \ i � INACTIVE ACTIVE I m RESIDENTIAL HARDWARE COMMERCIAL HARDWARE • • ii • 35.1/8 . HINGE LGCAIj'ION• • • • li • 4 MAX. DOGR HEIGHT • NOS EO AAX• S�AC: ••• s DOORS WITH 3 HINGES TO 100 PSF LIMITED • • • • 66 • • • • • 6 ®loom HARDWARE :DES .RIP.T10(�•• • • 11MV m NR UPTG 90-3/4' • • • • ii • 35.1/8 A80VE 90-3/4' UPTO 120' 4 44 I/8' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LEGEND _ -0 - OUTSWING DOOR DETAIL -ITEM DESCRIPTION (see sheet 2 of 7) DWG. NO.: W98-01 CAM► wlnloows ec 000Fts 10100 northwest 25 stre et rniarni, fbrido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 1.1 of 7 0 ANN. GLASS 3/16' NEAT STREdb GLASS .075' INTERLAYER .OW INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' VANCEVA COMPOSITE BY 'SOLVW OR OR .090' SENTRYGIAS INTERLAYER .080' SENTFtYM INTERLAYER BY 'DUPONr BY 'DUPONr 3/10' ANN. GLASS BULB Wft 3/16' HEAT SFRDM MUSS CGI -382 ANN. GLASS .090' PVB INTERLAYER SAKE% LAG BY 'SOLUM' 3/16' HEAT STREN'D GLASS 0 .090 ALUMINUM SHEET 1/4' PLYWODD A90 AUWNUM SHEET GLAZING STOP OPTIONS Ito k .639.652 -_Il ll'�12M SILICONE StldCONE SILICONE778 .754 .744 995 GE -1200 GE -t20 GE-t2� 899 � � � 09 WN w CGI -375 CGI -504 CGI -515 GLASS TYPE 'A' GLASS TYPE '8' 7/16' OVERALL COMPOSITE PANEL 7/16- OVERALL LAM. GLASS 7/16. OVERALL LAM. GLASS b17 b72 1/8' OR 1/4' TEMP. MUSS AR SPACE 1/8' OR 1/4' TEMP. GLASS .DSO A80 AOR SPACE 3/18' AM GLASS A75' INTERLAYER 3/ ANN. GLASS YLR mA.NVINUN SHEET .754 .742 VANCEYA COMPOSITE BY'SOLUTIA' CGI -396 CGI -519 OR3/4' PLYWOOD A90' SENTRYGLAS OOERAYER .090' PYB INTERLAYER BULB MNYL By ' BULB VINYL SAM MG BY •SO.UTW .090 ALUMINUM SHEET CGh382 CGl-382 BULB VINYL 3/16' ANN. GLASS 3/16' BEAT SREN'D GLASS Cm - DOORS AND SIDELffES CAN BE GIAZEO IfSING SQUARE OR OGEE GLAZING BEADS/ADAPTERS 40. SILICONE SILICONECONE GE -1200 GE -12M-1200 X899 �an 8899 GLASS TYPE *Al • • • • • •SASS -TLE ' 31' • • 1" OVERALL COMPOSITE PANEL 1' OVERALL LfSUL. LAM. MASS W WERAI: 5: lliM. 6196 _. _ xv wm 68 #b" • • . • . . • • • • @ �wr�•/�aaN AIR SPACE CONSISTING OF: • • • 000 -%UIIQC* bPZOEner ,AVM AHMAD � � `• 3 SPACER: ST. STEEL METAL SPACER AROUND CIVIL THE PERIMETER OF THE GLASS. • ••• •• • ••• • •• • • • • • • • • • • ••1 :• ••• ••• ••• •••i{ N .n 2 2012 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DWG. NO.: W98-01 • CaL WIMIDOWS a. 000RS 10100 northwest 25 street tftrg, Mads 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 1.2 of 7 74 1/2' (TESTED SIZE) . .. . . . . ... . 00 0 LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FGR SIZES SHOWN ASM OR SMALLER UPTO CGDE UUM i •'632.10 F • • • 90: • •. GLASS TYPE 'A' . • • • • • • • •• • • • • • • • • • • LOCK OPTION 10AA CGI 3 PONT61ECNANISa! w/ BALDYfIN SERIES W00 atj4 BIT � • • . • • . • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DWG. NO.: W98-01 CAU, wlNOowS ac OOORs 10100 rwrttnn d 25 street vkrM. flaida 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 1 sheet 1.3 of 7 aw+ao Eagr: JACML FLA, Possz 6 JUN 9 2012 DWG. NO.: W98-01 CAU, wlNOowS ac OOORs 10100 rwrttnn d 25 street vkrM. flaida 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 1 sheet 1.3 of 7 73 1/9* hrCTA WF1 I 35—t/2' MAX. I FFF PALL WIDTH ^`eiil DOORS LOAD CAPACITY _j* • • • • • • . • • • FRAME HEIGHT FRAME WIDTH EXT.(+) INT.(—) 96-1/2' 74-1/2" 70.0 70.0 84-1/2' 74-1/2" 80.0 •80.0 • • I DOOR NOT RATED FOR WATER INFILTRATION RL31STANCE. • •• QUALIFIED WITH ALL GLASS TYPES SHOWN ON VOW 1.2 . • LOCK OPTIONS 10D AND FFOIEJ ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • �j 9 Engr: JAVAD AFiMAD $ 88 FIA. PE 1_70392 !y CAN.'p`3sstS 4 g 9 /'tel l a) 'FUN 29 R PANIC HARD RE1 ROVED PANIC HARDWARE FOR DOORS —O—MATIC SERIES 1690 TOUCHBAR EX R DEVICE ;SON SERIES 2085/2086 CONCEALED VERTICAL EXIT DEVICE DWG. NO.: W98-01 FRAME WIDTH 4 1/4• 3• 3..24' 6' 24' 3" 4 1/4- /4'3' MAX. MAX. H—D 3 m I i I I I I I I I I m / 1 I I I ODNCEAlE0 I 1 VERTICAL ROD I I 1 1 I I I 1 1 1 I I I I I 1 I I I I I A I 1 3 I i w (� *-------------- V - k -A 1 LA k� p ------------ F 00 OR tOE 1 I I I I I I 1 1a I i I 1 � I 1 1 1 1 1 I 1 t I 1 I I I 1 1 ACTIVE ACTIVE 10 ; ; SS7 6° 6' 24' 7 1/4' I 35—t/2' MAX. I FFF PALL WIDTH ^`eiil DOORS LOAD CAPACITY _j* • • • • • • . • • • FRAME HEIGHT FRAME WIDTH EXT.(+) INT.(—) 96-1/2' 74-1/2" 70.0 70.0 84-1/2' 74-1/2" 80.0 •80.0 • • I DOOR NOT RATED FOR WATER INFILTRATION RL31STANCE. • •• QUALIFIED WITH ALL GLASS TYPES SHOWN ON VOW 1.2 . • LOCK OPTIONS 10D AND FFOIEJ ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • �j 9 Engr: JAVAD AFiMAD $ 88 FIA. PE 1_70392 !y CAN.'p`3sstS 4 g 9 /'tel l a) 'FUN 29 R PANIC HARD RE1 ROVED PANIC HARDWARE FOR DOORS —O—MATIC SERIES 1690 TOUCHBAR EX R DEVICE ;SON SERIES 2085/2086 CONCEALED VERTICAL EXIT DEVICE DWG. NO.: W98-01 BILL OF MATERIALS ITEM DESCRIPTION 10 #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 2A 3/8-16 FULLY THREADED CONTINUOUS ROD 25 3/8-16 HEX NUT 2C 1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE 3� SHEAR CLIP (EXT. NO. 506) ® DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" O.C. MAX. Fl -11 HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL CGI 4-1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12-24 X 1/2" F.H. M.S. (3 PER PANEL UP TO 7'-6 3/4" HIGH) (4 PER PANEL OVER 7'-6 3/4") 12 CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1/2" PH SMS. Fl -31 SEE SHEET 1.2 FOR GLAZING OPTIONS 14 SILICONE GE -1200, DOW 995, DOW 899 50 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 17 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM 6" FROM ENDS, 3 @ CENTER OF PAIRS SPACED 6" O.C. & 24" O.C. MAX. t0A TAPE WITH ONE SIDE ADHESIVE © #10 X 1" PH—PH—SS TEKS SCREW, ® 3" & 7" END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, 18 PLASTIC WEEP BAFFLE (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, FROM ENDS & 19-3/8" O.C. MAX. 19 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL 7� #14 X 3/4" HEX HEAD S/S TEKS SCREW AT ANGLE ADAPTOR 6" FROM ENDS & 24 3/16" O.C. MAX. (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, ® .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) 91 .350 HIGH FOAM—TITE WEATHERSEAL (AMESBURY # 32011) 10 ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) t0A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. tOAA CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. 106 REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. 10C •• ••• • • • • SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SER9S 8200.0 ••� i • • i O10CC SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREE{,9EREG•D8l4;. • • ••• i-• �i• • •• • • • •• 107D DOR—O—MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. 10E JACKSON 20 SERIES PANIC EXIT WITH 2085/208§ UN1*tED VgftA6 RSD • • e EXIT DEVICE SEE SHEET 1.4. • • •• • • • 10F CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WIjh;GI BOL%%T ONE LL•%F• (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 AD OLT. B ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXT. = EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063—T6. 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063—T5. Engr. JAVAD AHMAD FLA Asa • • .• JU 9 2012 DWG. NO.: W98-01 cAva► WIND(Dws ac DOORS. 10100 noftmt 25 street frjmK f eida 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 1 sheet 2 of 7 .125 �4.462 •631 4.852639 .652 1 .7S0 .1257 i°u� ry •O✓m 1.877 1918 �! 1.812 .Q82 .778 .794 .100 CGI-511 CGI-37 GI-50 2.082 JAMB COVER CGI-502 CGI-507 JAMB/LOCK/SIDELITE STILE DOOR FRAME HEAD/SILL t.toz 1844 772 1.1503W .090 1918 125 .794 .742 CGI-396 CGI-51 .125 CGI-503 4.613 NARROW SIDELITE STILE 4.M 1172 1.T30 97s .150 1358 1.112 CGI-500A .BSB TOP RAIL CGI-509 CGI-505 .188 1941 FRAME JAMB/MULLION ASTRAGAL .rte .480 7W r-1244--1CGI-540 4.� .125 J.277 .125 1 .750 4.522 .125 .125 CGI-539 1m 5.176 CGI-514 23M SADDLE THRESHOLDS HORIZONTAL MUNTIN 7.312 • ••• • • • • • •• • • • • • • • • arvra .. . . . . . w8&110FbdrdL DWG. NO.: W98-01 CGI-510 • • • • • • • • �+�. • .. F SIDELITE MULLION • ••. •. • . • ntr tnvno nlleuD fah CML Cassa CAn L .465 • •• • •. • ••• • WINDOWS ac DOORS I • • • • • • • 975 1.O6S�1 • • •• • • • • • 10100 rror01®eat ZS street miami, tlorida 33172 �I • • • • • • • • • • • • • • . • . . • • • � � product : Series 450 Outswing Doors & Sidelites CGI-508 CGI-501 000 • • • • • 8 FRAME COVER BOTTOM RAIL _ UN 2 9 2012 date : 10-20-97 sheet 2.1 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/z' Bolt Assembly. Cylinder/Deadbol Assy. I TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3—POINT LOCK j _ J� Bolt ��J Housing #10 x 3/4° PH SMS Flushbolt Linkage Assy. Connection Wheel Bolt Tip I SMS #8 x 1/2° PH MS Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) OO 12 Flushbolts (Inactive Panel) Threader Rod Keyed Cylinder Deadbolt Assembly Actuator Arm Actuator Arm I Bolt Housing I SMS Bolt T TOP SECTION SHOWN (BOTTOM SIMILAR) SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT I SMS 0 x 3/4" FH SMS Surface Mounted Activator DWG. NO.: W98-01 •• . . . • • . .. . . . . ... . one •.• •. . • • •. REGENT 3 COMMERCIF or 00: 0 one 000 one 0 0 one 000 one *so 00: Actuator Arm I Bolt Housing I SMS Bolt T TOP SECTION SHOWN (BOTTOM SIMILAR) SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT I SMS 0 x 3/4" FH SMS Surface Mounted Activator DWG. NO.: W98-01 #12 x 1 FH SM Keepe Top Lock Assembly Bottor Bolt Dor—O—Matic 1690 1/4' SIS #8 x 3/4" FH SMS 1 t/2. Strike Plate—T-7 Top Guide _ w/trip release Top Bolt - Bottc Balt Gu Jackson 20861 #10 x 1/2" FH MS . . .. . . . . . ••• • • • • ••• • • a. DWG. NO.: W98-01 . .. . . . . ... . • • • • • • • • . • • • . • • • • . • • • • • • Elryr. JACNI AHMAD ,< •• ••• • • . •% • • CaLU.N. ••. •• . ••• • 9Q WINOOWS 8k DOORS • • • • • • • • • 1011x1 nattheat 25 street rroane, flmids 33172 product : Series 450 Dutswing Doors & Sidelites • • • • • • •• • • • • . . • • • • . • • • • UN 2 ;1 2012 dote : 90-20-97 sheet 2.3 of 7 �.. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • . •% • • 1X4 PT WOOD SEE NOTE BELOW— SEALANT —i �91 C7 W 2 Q TYPICAL p I 1/4' DIA ULTRACON ® 6' FROM ENDS AND 24" O.C. SIT ..) A NCII I 3 KSI CON4IR n 1/4" DIA. ULTRACON I SEE SHEET 7 1r' ./a1 l -j 911m� \INTO 2X4 PT WOOD I I SEE SHEETS 2.2 & 2.3 M FOR BOLT ENGAGEMENT 3 TYPICAL 0-1O 125 2A TYPICAL p 1-1 EE E w � r 125 F- 1X4 PT WOOD v, 2X4 PT WOOD 1-174:,-1 SEE NOTE BEL W Eafi�o TYPICAL JAMB ANCHORS 1/4' DIA ULTRACON ® 6' FROM ENDS AND 19-3/8' O.C. FOR LOADS UPTO 70 PSF 14-1/2' O.C. FOR LOADS UPTO 110 PSF 12" O.C. FOR LOADS ABOVE 110 PSF (SEE SHEET 7) 1/4" DIA. ULTRACON 1/4SKU 4x62 ACTIVE EXTERIOR '688 505 OPTIONAL F 502 SQUARE GLAZING (SEE SHEET 1.2) E3 4 2X4 PT WOOD g j) OPTIONAL INSTALLATION INTO 20 PT WOOD ACTIVE NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI 2A TYPICAL MUST BE PROPERLY SECURED AND1.675 505 p12 SCREWS MUST SUSTAIN LOADS IMPOSED EXTERIOR 3/ END BY GLAZING SYSTEM. A 2.082 • •?/4'%:UL'atACZN • • • • • • • • ,100 a6" FRGN ENIIB• • • • • • .r Rfi VnM •AND 24 C.• • • • ••• • +� (MITERMENATO ANSHOlb) • • • • • • • • • • • • • • • I n a � Enqr JN11pA@�.AKMADLn cq �w.,•w ' NOTE: FuC.AA. tam • ^ • ZatL ANVHOR �&VITIONS':HQy% ON NINO CHEET43t 4 AND 5 MO BE -DIRECTLY 3 n d a a • .a0 IIANAY -WIT-W 1-/4 MAX-* SAM SPACt s � Z � Z UM 9 cf WITHOUT �ARIATiON IN G*PACITh W . - y 9 2012 ••• • • FRAME WIDTH ••• • INTERIOR EXTERIOR '688 505 OPTIONAL F 502 SQUARE GLAZING (SEE SHEET 1.2) E3 4 2X4 PT WOOD g j) OPTIONAL INSTALLATION INTO 20 PT WOOD ACTIVE NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI 2A TYPICAL MUST BE PROPERLY SECURED AND1.675 505 p12 SCREWS MUST SUSTAIN LOADS IMPOSED EXTERIOR 3/ END BY GLAZING SYSTEM. A 2.082 • •?/4'%:UL'atACZN • • • • • • • • ,100 a6" FRGN ENIIB• • • • • • .r Rfi VnM •AND 24 C.• • • • ••• • +� (MITERMENATO ANSHOlb) • • • • • • • • • • • • • • • I n a � Enqr JN11pA@�.AKMADLn cq �w.,•w ' NOTE: FuC.AA. tam • ^ • ZatL ANVHOR �&VITIONS':HQy% ON NINO CHEET43t 4 AND 5 MO BE -DIRECTLY 3 n d a a • .a0 IIANAY -WIT-W 1-/4 MAX-* SAM SPACt s � Z � Z UM 9 cf WITHOUT �ARIATiON IN G*PACITh W . - y 9 2012 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 14 i- 504 OR D EXTERIOR IAL REOD. FOR RESISTANT DOORS ONLY 502 INACE kr OUT SWING DOOR .OCK OPTIONS iEE SHEET 1.1 DWG. NO.: W98-01 0 Cr, WINDOWS 8e DOORS 10100 eorthv t 25 street agars, none 331n product : Series 450 Outswing Doors & Sidelites date : 10-20-97 I sheet 3 of 7 THIS SILL IS NOT RATED FOR WATER SS1 ADA SADDLE EXTERIOR SWEEP --1 300 502 ft DOOR FRAME WIDTH MULLION #1 502 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES V-6" WIDE OR SMALLER. r -y .575 r" - 4.e12 EXTERIOR @ S SEALANT Stu SIDELITE FRAME WIDTH DS -0 THIS SILL IS NOT RATED FOR WATER SS RESIDENTIAL SADDLE r 4" WIDE SADDLE THRESHOLD • • • 4ER7tRIQR x--540 • • • — 1/4" DIA. ULTRACON• • • • ® 6" FROM ENDS & 24" O.C. • • • iO0 • 3 9 CONCRETE • • • • 6 Lo •• • ••• • • • • ••• • • areEo DIA. ULTRACON ® 6" FROM ENDS & 9 19-3/5" O.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1X4 PT WOOD — SEE NOTE SHEET 3 511 502 SIDELITE FRAME WIDTH SJ -0 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS a. DWG. NO.: W98-01 �G► WINDOWS 8t OOORS 10100 northwest 25 sleet m rnL Deride 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 1 heet 4 of 7 /a- taro. areEo DIA. ULTRACON ® 6" FROM ENDS & 9 19-3/5" O.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 a. DWG. NO.: W98-01 �G► WINDOWS 8t OOORS 10100 northwest 25 sleet m rnL Deride 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 1 heet 4 of 7 MULLION TYPE 1 WME STILE -WIDE STILE -4.675 .675 t SIDELITE PANEL PANEL WIDTH DOOR SIMILAR MULLION TYPE 2 WIDE STILE -NARROW STILE 502 -a1 .675 as12- SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 3 NARROW STILE -NARROW STELE E%IERM SIDELITE PANEL WIDTH 511 O to SS -0 DS -0 1f� 502 -4.812 Y �A75b vT Dnem SIDELITE PANEL WIDTH 675 Fa SS -0 SIDELITE PANEL WIDTH DS -0 L_ .. .. . • • • • •. 303.. . 1918 SS -0 r 1�08`� SZYELIT;.;A;I• WIC •�• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PANEL WIDTH II PANEL Wm IPANEL WIDT I11PANELWm WIDTH (w) - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS NOMINAL DIMS. Its' iRo<I g g tl§7 E^9r. JAVc� MOD y 92 FLCA MULL TYPE 3 WIDTH (w) HOW -(+) I -.(-) -(+) Sig I w.(+) w.(-) DWG. NO.: W98-01 • CG ► WINDOWS ac 0o0R5 10100 northwest 25 street miamL Wide 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 5 of 7 MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 21 MULL TYPE 3 WIDTH (w) HOW -(+) I -.(-) -(+) I -(-) I w.(+) w.(-) 1/6 2/0 2/6 3/0 3/6 6/8 100.0 110.0 100.0 1 110.0 I 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 1/6 2/0 2/6 3/0 3/6 7/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - CODA 110.0 100.0 110.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 7/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 1110.o 110.0 70.0 70.0 100.0 110.0 IOU 110.0 - - IOU IID.O 70.0 70.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 8/0 100.0 11ao 100.0 110.0 100.0 110.0 100.0 110.0 100.0 1 110.0 70.0 70.0 100.0 110.0 ,00.0 110.0 - - 100.0 110.0 - - - 1D0.0 104.6 - - - - 1/6 2/0 2/6 3/0 3/5 8/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 IOU 100.4 - - 889 989 - - - - 70.0 70.0 1/6 2/0 2/6 3/0- 9/0 WELD 110.0 100.0 110.0 100.0 110.0 IOU 110.0 100.0 104.1 - - 88.1 98.1 70.0 709 - - 1/6 2/0 2/6 3/0 9/6 709 70.0 70.0 70.0 I= 110.0 70.0 70.0 700 70.0 - - 709 70.0 - - - - 70.0 709 - - - - 1/6 2/0 2/8 3/0 la/0 1 70.0 70.0 70.0 7D.0 70.0 70.0 70.0 70.0 70.0X0 - - 70.0 70.0 5" DWG. NO.: W98-01 • CG ► WINDOWS ac 0o0R5 10100 northwest 25 street miamL Wide 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 5 of 7 PANEL PERFORMANCE CHART FOR SINGLE &DOUBLE DOORS &SINGLE 3IDELITE3 • • • • ••• • U (NARROW STILE SIOpJTES UNITED TO 76' OR LESS) DESIGN LOAD CAPACITY - PSP • • • • • • • • • NOMINAL DIMS. GLASS TYPE 'A' ••• • • 7/16' COMPOSITE PANELS I` COMPOSITE PANELS GLASS TYPE 'AI' GLAD TYPES & 'Bl' • PR t�-P• NOM PANEL NON. PANEL WIDTH HEIGHT EXT. <*) INT. C-) EXT. <*) INT. C-) EXT. C+) INT. <-) 2/0 100A 110.0 7a0 70.0 90.0 90.0 \♦♦ Q U 2/B IOaO 170.0 70.0 70.0 90.0 9a0 !Q: 6/8 ♦\\ ♦ 3/0 IOOA 110.0 70.0 7a0 9a0 90.0 G 3/6 IOOA 110.0 70.0 70.0 90.0 90.0 A� PJO 1040 IIaO 70A 70.0 90.0 90.0 V O d 2/6 300.0 110.0 70.0 7a0 90.0 90.0 ANEL WIDTH P'- WDiH PARTIAL COMPOSITE PANEL d 3/0 7/0 100.0 110.0 70.0 70.0 90A 90.0 OR TD DOOR/SIDELITE Q Q Al! m Ix 3/6 IOaO II0.0 70A 70.0 90.0 90.0 ?JO 300.0 110A 70.0 70A 90A 90.0 2/6 100.0 uao 70.0 70.0 90.0 90.0 3/0 7/6 700.0 IIaO 70.0 70.0 9a0 90A \♦\ W F 3/6 !OSA 105.0 70.0 70A 90.0 90.0 �/ 2/0 IQOA 110.0 Tao 70.0 9a0 90.0 2/6 8/0 IOOA 1140 70.0 90A 90A \ / d 3/0 IOaO 110.0 70.0 90.0 90.0 as ♦ / \ / ♦ / e N n 3/6 70.0 70.0 70A ■ - - \♦ / C u� 2/0 P./6 100.0 110.0 740 ■ 100.0 110.0 70.0 ■ M7U- - - $ it it 0 W 3/0100.0 110.0 70.0r PANE. WIDTH PANEL WIDTH 0 3/6 70.0 7a0 70.0 ■ - - 2/0 100.0 1140 70A r 740 r - - 2/6 9/0 100.0 110.0 70A r 70.0 r - - 3/0 100.0 lla0 70.0 ■ 70.0 ■ - - $Zdr 2/0 70.0 70.0 70A r 70,0 ■ - - �r 3 0 2/6 9/6 70.0 70.0 70A ■ 70.0 r - - N W O v U 3/0 70.0 70.0 70.0 ■ 70.0 ■ - - e/o Tao Tao 70.o r Tao r - - NOTE: 2/6 Iva Tao 7aa 7oA r 70.o r - - GLASS CAPACITIES ON THIS SHEET ARE 3/0 7A�E 7DOOi$ BASED ON ASTM E1300-04 (3 SEC. GUSTS) LOADS�tOWN ARE FOR USOtlG70.0O1D�S70.0®r � ANY CONDIRON AND SS B WHERE WATER WFlLTRATION REONREMENTS ARE NOT APPLICABLE AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 c a * GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN. • THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. I�.�y �3 6 • • • • • • • • • P§ USE CHARTS: SS1 �$ • • • • • • • • • • • • • 1.•OE�RMIN##E WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. o • • : o • j : • • • • • : • • : 2.:DEjRMINE AYATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. • Engr. JAVAD AHMAD q 3z rc 3.•SE&CT•A•DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LACK OPTIONS. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE. CHART. FLA. ,yL X82 CAN. 5938 \ 3 Sc 507 twt Ci THE ALLOWABLE (AADS MEET w MUST OR EXCEED THE DESIGN LOADS REQUIREMENTS. 540 53%** • • • 5. SEdffWl4ND SHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) drawing no. • 6. FOR yUL 4 SITE REFER TO MULLION CAPACITY. •• • • • • • • • •7.sLO$:RKSION PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION • • yN �ACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR UN 2 fl 2412 W98-01 OUTSONG OUTSN7NG (SADDLE) RESIDENTItIL•(�ADDIia • • TMEd EENN'TnI RE sheat 6 oT 7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • SINGLE DOOR OR SIDELITE DOUBLE DOOR rMULLION ANCHORS CLUSTER OF ANCHORS I AT SIDEUTE 3. 4, S OR 6 MM STILE(3) 2 AT SIDELDE 1 AT DOOR S\ANCNORS SEE AT FOR CAPACITY ANCHORS: TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT V FROM CORNERS - TYPE 'B'- ]/a• DIA. ULTRACON BY 'ELco' (Fn=177 IaI. Fye165 ttsl) MAX. SPACING 24" O.C. AT HEAD &SILL. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE AT HEAD STEPS TO USE CHARTS: �t 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1. SELECT TYPE OF ANCHOR. - � R g g DIRECTLY INTO CONCRETE 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE mG' i-1/4• MIN. EMBED INTO CONC. OR MASONRY LOAD CAPACITY' THIS LOAD CAPACITY MUST k- < MEET OR EXCEED DESIGN WIND LOAD a' ')' • • • s • • • EDG:.DISTANCES • • • • • •0 e • • INI0 CONCRETE AND MASONRY = 2• MIN. • • • • • • • • e • • • I Q► WOOD STRUCTURE = 1' MIN. •• ••• l• IC'J' 1" TYPE j%4 DIA. ULTRACON BY 'ELCO' (Fu=177 ICSI, F�t55 KSI) DIRECTLY INTO CONCRETE TAT HEAD OR SILL 1-3/4" MIN. EMBED INTO CONC. • • • • • EDGE DISTANCES Z Z 62 11 REQUIREMENT DETERMINE IN STEP 1OF SHEET 6.ngr. JAYAO AHMADCIVIL FIA. PEE 70692 �w11;//�aoJQCAN. 3938 +•8�•aw- X_ L g ••• ••••• • • • •&TOJ)N, jRETE=2-1/2•MIN. •• ••• •a• •SONCREts fc - .1. PSI MIN.116- 1.3, 2012 C-90 HOLLOW/FILLED BLOCK I'm - 2000 PSI MIN. •e• • e • • ••• • • • • • • • • • • • • •e• 0 0 0 000 • 0 oromng no. W98-01 MAX. � ANCHOR SPACWC� MTG. STILE ANCHORS AT DOUBLE DOORS OMINAHDW DESIGN LOAD CAPACTY-PSF' OMDQAL DDA- DESIGN LOAD CAPACTY-PSF TYPE 'B' TYPE 'C' OF CLUSTER OP CLUSTER OF CLU -TER OF CLUSTER OF 3 ANCHORS 4 ANCHORS S ANCHOR- 3 ANCHORS 4 ANCHORS TYPE 'B' & TYPE 'C' AT SSI BILL 'C' AT 8-0 & 89E SJUCLUSTER OF CLUSTER OF CLUSTER OF CLUB= OF CLUSTER OF 3 ANCHORS 4 ANCHORS 5 ANCHORS 3 ANCHORS 4 ANCHORS PANEL V.D. PANELCLUSTER HEIGHT 2/0 2/6 3/0 3/6 6/8 IOU 110.0 1100 110.0 110.0 ,r bre 105.7 110.0 L�IA.EL MOTH PANEL VIDTH PANEL VIDTH PANEL MIDTH ANCHORS: TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT V FROM CORNERS - TYPE 'B'- ]/a• DIA. ULTRACON BY 'ELco' (Fn=177 IaI. Fye165 ttsl) MAX. SPACING 24" O.C. AT HEAD &SILL. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE AT HEAD STEPS TO USE CHARTS: �t 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1. SELECT TYPE OF ANCHOR. - � R g g DIRECTLY INTO CONCRETE 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE mG' i-1/4• MIN. EMBED INTO CONC. OR MASONRY LOAD CAPACITY' THIS LOAD CAPACITY MUST k- < MEET OR EXCEED DESIGN WIND LOAD a' ')' • • • s • • • EDG:.DISTANCES • • • • • •0 e • • INI0 CONCRETE AND MASONRY = 2• MIN. • • • • • • • • e • • • I Q► WOOD STRUCTURE = 1' MIN. •• ••• l• IC'J' 1" TYPE j%4 DIA. ULTRACON BY 'ELCO' (Fu=177 ICSI, F�t55 KSI) DIRECTLY INTO CONCRETE TAT HEAD OR SILL 1-3/4" MIN. EMBED INTO CONC. • • • • • EDGE DISTANCES Z Z 62 11 REQUIREMENT DETERMINE IN STEP 1OF SHEET 6.ngr. JAYAO AHMADCIVIL FIA. PEE 70692 �w11;//�aoJQCAN. 3938 +•8�•aw- X_ L g ••• ••••• • • • •&TOJ)N, jRETE=2-1/2•MIN. •• ••• •a• •SONCREts fc - .1. PSI MIN.116- 1.3, 2012 C-90 HOLLOW/FILLED BLOCK I'm - 2000 PSI MIN. •e• • e • • ••• • • • • • • • • • • • • •e• 0 0 0 000 • 0 oromng no. W98-01 MULLION ANCHORS AT SIDELITBS MTG. STILE ANCHORS AT DOUBLE DOORS OMINAHDW DESIGN LOAD CAPACTY-PSF' OMDQAL DDA- DESIGN LOAD CAPACTY-PSF TYPE 'B' TYPE 'C' OF CLUSTER OP CLUSTER OF CLU -TER OF CLUSTER OF 3 ANCHORS 4 ANCHORS S ANCHOR- 3 ANCHORS 4 ANCHORS TYPE 'B' & TYPE 'C' AT SSI BILL 'C' AT 8-0 & 89E SJUCLUSTER OF CLUSTER OF CLUSTER OF CLUB= OF CLUSTER OF 3 ANCHORS 4 ANCHORS 5 ANCHORS 3 ANCHORS 4 ANCHORS PANEL V.D. PANELCLUSTER HEIGHT 2/0 2/6 3/0 3/6 6/8 IOU 110.0 1100 110.0 110.0 2/0 2/6 3/0 3/6 bre 105.7 110.0 110.0 110.0 110.0 81.1 110.0 110.0 110.0 110.0 845 110.0 110.0 110.0 110.0 68.0 90.7 110.0 110.0 110.0 71.4 919 110.0 110.0 110.0 589 78.1 I10.0 101.3 110.0 60.4 80.5 110.0 1100 110.0 2/0 2/6 3/0 3/6 7/0 95.6 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 1017 110.0 110.0 110.0 110.0 772 10.1.0 110.0 110.0 110.0 805 107.4 110.0 110.0 110.0 849 86.4 110.0 110.0 110.0 67.1 895 110.0 110.0 110.0 559 74.4 110.0 965 1109 575 707 110.0 108.0 Ilan 2/0 2/6 3/0 3/6 7/6 893 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/6 94.0 110.0 110.0 110.0 110.0 721 982 110.0 110.0 110.0 752 100.3 110.0 110.0 110.0 B0.5 80.7 1100 104.6 11&0 627 BIB 110.0 110.0 110.0 31.1 695 1043 901 110.0 517 71.6 107.4 IOU I= 2/0 2/6 3/0 3/6 S/0 817 1119 1100 110.0 110.0 2ro 2/6 3/0 3/6 8/0 882 110.0 110.0 110.0 110.0 67.7 902 110.0 110.0 110.0 705 94.1 110.0 110.0 110.0 58.8 75.7 1100 98.1 110.0 58.8 78.4 IIOA 110.0 110.0 48.9 852 979 845 1079 50.4 072 1009 94.6 110.0 2/0 2/6 3/0 3/6 8/6 788 105.1 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/6 83.0 110.0 1190 110.0 110.0 617 849 I= 110.0 110.0 65.4 8&6 110.0 110.0 110.0 535 713 111" 924 1IO.O 55.4 739 110.0 1039 110.0 46,0 61.4 921 79.6 1015 47.4 83.3 949 89.1 110.0 2/0 2/6 3/0 9/0 745 993 1100 110.0 1111.0 2/0 2/6 3/0 9/0 78.5 104.6 110.0 110.0 110.0 802 803 110.0 104.0 110.0 628 817 110.0 110.0 110.0 505 973 110A 873 110.0 523 69.7 1049 98.1 110.0 2/0 2/6 3/0 9/6 70.8 94.1 110.0 110.0 110.0 2/0 2/6 3/0 9/6 74.4 99.1 110.0 1109 110.0 57.0 701 1100 908 110.0 595 793 110.0 1100 110.0 479 83.8 937 827 1016 49.6 8&i 99.1 911 110.0 2/0 2/6 3/0 10/0 67.1 89.4 1104 118.0 110.0 2/0 2/6 3/0 10/0 707 942 110.0 110.0 110,0 542 723 1084 917 IIOA 583 75.4 1109 108.1 110.0 455 0.8 91.0 708 103 47.1 629 942 88.4 110.0 ANCHORS: TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT V FROM CORNERS - TYPE 'B'- ]/a• DIA. ULTRACON BY 'ELco' (Fn=177 IaI. Fye165 ttsl) MAX. SPACING 24" O.C. AT HEAD &SILL. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE AT HEAD STEPS TO USE CHARTS: �t 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1. SELECT TYPE OF ANCHOR. - � R g g DIRECTLY INTO CONCRETE 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE mG' i-1/4• MIN. EMBED INTO CONC. OR MASONRY LOAD CAPACITY' THIS LOAD CAPACITY MUST k- < MEET OR EXCEED DESIGN WIND LOAD a' ')' • • • s • • • EDG:.DISTANCES • • • • • •0 e • • INI0 CONCRETE AND MASONRY = 2• MIN. • • • • • • • • e • • • I Q► WOOD STRUCTURE = 1' MIN. •• ••• l• IC'J' 1" TYPE j%4 DIA. ULTRACON BY 'ELCO' (Fu=177 ICSI, F�t55 KSI) DIRECTLY INTO CONCRETE TAT HEAD OR SILL 1-3/4" MIN. EMBED INTO CONC. • • • • • EDGE DISTANCES Z Z 62 11 REQUIREMENT DETERMINE IN STEP 1OF SHEET 6.ngr. JAYAO AHMADCIVIL FIA. PEE 70692 �w11;//�aoJQCAN. 3938 +•8�•aw- X_ L g ••• ••••• • • • •&TOJ)N, jRETE=2-1/2•MIN. •• ••• •a• •SONCREts fc - .1. PSI MIN.116- 1.3, 2012 C-90 HOLLOW/FILLED BLOCK I'm - 2000 PSI MIN. •e• • e • • ••• • • • • • • • • • • • • •e• 0 0 0 000 • 0 oromng no. W98-01 g12 SCREWS U �r 2/ END rrr #12 SCREWS °0 2/ LEG Z P 2 X 2 X 1/4• ALUM aNCI.E I � EXTERIOR / EXTERIOR INTERIOR INTERIOR HEAD CORNER DETAIL S1 A SIL CORNER DETAIL �^ w CORNERS TO BE SEALED WITH RESIAENTIAI SADDLE SILL CORNER CONSTRUCTION o LOW MODULUS SILICONE SILPRUF. w= X12 SCREWS N a X12 SCREWS 2/ LEG g 3/ END '" V1- .z, o pW �_ y U f 2X2X 1/4" ALUM ANGLE EXTERIOR o i cI I EXTERIOR cmti- / INTERIOR -till • • • • • ADA SIL ® NUUjo rus)"cT asva� • • • 00: • • • i • INTERIORs, ,�� � &P2 .. s. 2 70 03 PANEL CORNER DETAIL �� • ••• c •• • •••• ••• 4# • • E •drawing no. • • •• • • • • • SO •• • • • • • • • •D.Ds. CORNER DETAIL W98—�� • • • • • • • • •,• • • N 3 J 201't sheet 7. of 7 • •• •• • • • •• •• j�MI12M MIAMI—DADS COUNTY, FLORIDA, PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3152599 NOTICE OF ACCEPTANCE (NOA) wwiY.miamidade.eov/pera/ 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 on 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 60966" APPROVAL DOCUMENT: Drawing No. W10-18, titled Series "120 SeutinetAluro. Horiz.DSGding Wdw. (S.M.I.) (L.M.I.)", sheets 1 through 11 of 11, dated 03/29/2010, with the lalgs;•rpyisiony`I.j.edated 10/10/11, prepared by Al-Farooq Corporation, signed, sealed and dated 1/13/2012 byD4gvgad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice Vf AcceptanrPaUmber and expiration date by the Miami -Dade County Product Control Section. •DDD 000000 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. DODO*: D•• LABELING: Each unit shall bear a permanent label with the manufacturer's nig orDlogo, city�Dstate, model/ series and following statement: "Miami -Dade County Product Control Apppovdd';unlesj othqrwise noted herein. :60600 RENEWAL of this NOA shall be considered after a renewal .application has been filed and the;e his teen no change in the applicable building code negatively affecting the performance of this product. O' O 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. Gascon, P. E. NOA No. 11-1031.04 CMIAMINADIENZ • , sin Expiration Date: September 22, 2015 Approval Date: January 12, 2012 Page 1 DODO.. DODO.. :DODO: DODO* DODO. DODO.. DODO.. ODOOD: O D 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. (S.M.I.) (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 Al-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 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTIA0804102-10, dated 06/04/2010, signed and sealed by Vinu J. Abraham= P. E. (Submitted under previous NOA No. 10-0510. 12) • • • • • • C. CALCULATIONS 6.66•• 0 66 6099•0 1. Anchor verification calculations and structural analysis, comptIftV with FBC-2007, ;.. • •: prepared by Al-Farooq Corporation, dated 05/05/2010, signed'and.sealed'B�'J.avad .... .... Ahmad P. E. ..... • (Submitted under previous NOA No. 10--0510.12)• • .... .... ...... 2. Glazing complies with ASTM E1300-04 • • • • • • • ' 9 . . . . ...... D. QUALITY ASSURANCE• 1. Miami Dade Department of Permitting, Environment, and• oiegulatosy6 O-Atfairs (PERA) -.E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 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. 114325.05 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, expain. on 12/11/2013. Jaime D. Gaseo , 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 F13C-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. 10-0510.12) 3. Laboratory compliance letter for Test Report No. IITL-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. 164510.12, 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 ...... . .. ...... 0000 sees . . • 4 e • .... 0000 00.00 •••e•• . e• 00000 00609* 0000 0. 0.00 ••••se s • • • • • 0044•• 0000•• • • • •0046• 0 000 6.94 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 FALSE (SURENCE _i1T' Mm 6' 26 �— ii F ii F d O if B D 32 7/13' 111 32 7/8' 36 R ADDL ANCHORS AT CENTER OF URS & MTC. STILES AT WAD/SILL SEE NOTE (-) ON SHEET 2 FLANGE &FLANGE ADAPTOR FRAME BUCK WIDTH 6 1/2' 265/8' MAX. 10' MAX. MAX HEAD/SRL OTO. S11LES HEAD/SILL � ii ii O ii F u N. Bt n I LSE MUNTINS CEJ/APPLImI 32 7/B' 32 7/8' ADDI.. ANCHORS OPTIO D.L. OPO. D.L. OPO. AT � OF UTES &R M ILL 35 - SEE NOTE (°) ON SHEET 2 EQUAL LEG FRAME 110' SOCK WIDTH 5 1/2MAX ` 13 5/16' �gj HEAD/SILL M C. SfILFS ' HEAD/SILL N m If P`g SERIES 120 SENTINEL °1 AIT,UMINUM HORT70NTAL SLIDING WINDOSIT ©" ii F ii F N. /. 6 a II • • u •• •• ii • • • DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS DING 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 REQUCN NOF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY P • �L1R� (Ifmz). • woo* BILKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER • • PACED AS SHOWN ON DETAILS. •60•'M TO INiE STRUCTURE. LISTED.• • • EM TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORIORS STUCCO. FALSE MUNONS ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE (SURFACE J 32 7/8'32 7/8' NOT PART OF THIS APPROVAL D.OPG. O.L on. • 8:0 • • • A LOAF @URATION INCREASE IS USM IN DESIGN OF ANCHORS INTO WOOD ONLY. 38 3/8° •A L- • �MpATQCt10LS INILU NG BUT NOT L6ARED TO STEEL./MEFAL SCREWS, THAT VENT WIDTH FIN I�'I2AME • i t • • i t t 1 "`�>w'u "� 0 FLORIDARBI,�MCODE LLAR MATFSECTION 20D3 .MEET THE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I� Psoaacr/6+vT6vml .��aIPTyGsoatt6 Ow 1?larMn C No I{ -t0 0�0 P M Coat P 4l LAMINATED GLASS • a INSWATING LAM. GLASS o d SMALL MISSILF—IMPACT 0, m LARGE MjS$ILL,.IrAAI;I `5 ,FIA PE' TIH9 •� r� •` ca.N g. 1V D12 W10-18 EQUAL LEG FRAME 110' SOCK WIDTH 5 1/2MAX ` 13 5/16' �gj HEAD/SILL M C. SfILFS ' HEAD/SILL N m If P`g SERIES 120 SENTINEL °1 AIT,UMINUM HORT70NTAL SLIDING WINDOSIT ©" ii F ii F N. /. 6 a II • • u •• •• ii • • • DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS DING 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 REQUCN NOF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY P • �L1R� (Ifmz). • woo* BILKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER • • PACED AS SHOWN ON DETAILS. •60•'M TO INiE STRUCTURE. LISTED.• • • EM TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORIORS STUCCO. FALSE MUNONS ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE (SURFACE J 32 7/8'32 7/8' NOT PART OF THIS APPROVAL D.OPG. O.L on. • 8:0 • • • A LOAF @URATION INCREASE IS USM IN DESIGN OF ANCHORS INTO WOOD ONLY. 38 3/8° •A L- • �MpATQCt10LS INILU NG BUT NOT L6ARED TO STEEL./MEFAL SCREWS, THAT VENT WIDTH FIN I�'I2AME • i t • • i t t 1 "`�>w'u "� 0 FLORIDARBI,�MCODE LLAR MATFSECTION 20D3 .MEET THE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I� Psoaacr/6+vT6vml .��aIPTyGsoatt6 Ow 1?larMn C No I{ -t0 0�0 P M Coat P 4l LAMINATED GLASS • a INSWATING LAM. GLASS o d SMALL MISSILF—IMPACT 0, m LARGE MjS$ILL,.IrAAI;I `5 ,FIA PE' TIH9 •� r� •` ca.N g. 1V D12 W10-18 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS DING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUCN NOF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY P • �L1R� (Ifmz). • woo* BILKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER • • PACED AS SHOWN ON DETAILS. •60•'M TO INiE STRUCTURE. LISTED.• • • EM TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORIORS STUCCO. FALSE MUNONS ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE (SURFACE J 32 7/8'32 7/8' NOT PART OF THIS APPROVAL D.OPG. O.L on. • 8:0 • • • A LOAF @URATION INCREASE IS USM IN DESIGN OF ANCHORS INTO WOOD ONLY. 38 3/8° •A L- • �MpATQCt10LS INILU NG BUT NOT L6ARED TO STEEL./MEFAL SCREWS, THAT VENT WIDTH FIN I�'I2AME • i t • • i t t 1 "`�>w'u "� 0 FLORIDARBI,�MCODE LLAR MATFSECTION 20D3 .MEET THE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I� Psoaacr/6+vT6vml .��aIPTyGsoatt6 Ow 1?larMn C No I{ -t0 0�0 P M Coat P 4l LAMINATED GLASS • a INSWATING LAM. GLASS o d SMALL MISSILF—IMPACT 0, m LARGE MjS$ILL,.IrAAI;I `5 ,FIA PE' TIH9 •� r� •` ca.N g. 1V D12 W10-18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I� Psoaacr/6+vT6vml .��aIPTyGsoatt6 Ow 1?larMn C No I{ -t0 0�0 P M Coat P 4l LAMINATED GLASS • a INSWATING LAM. GLASS o d SMALL MISSILF—IMPACT 0, m LARGE MjS$ILL,.IrAAI;I `5 ,FIA PE' TIH9 •� r� •` ca.N g. 1V D12 W10-18 W -d • FLANGE DIMS. DEBRGN )AAD CAPACITY - PSF (XO OE OX sm) GUM rM 'A'&'AI' GIM TYm '8'&'81' WIDTH FLANGE DW. BUCK DInm am TTP 'IftAl'i GLASS TTP 'B'&'BL' WIDTH MGHT WIOTH HECKI EXr.(+) INT.(-) EXQ+) Kir.(-) 26-1/2" 37' 53-1/8' 74' �. 28-1/2° 39' 52-1/8" 73' 25, 830 65.0 BOA 90.0 65A 65.0 80,0 90_0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 28-1/2° 3Y38-3/8' 63-1/8' • 74' 73' 105-1/4' 110' 25-1/2' 36" 62-1/e' 73' 37-3/8' SEA 65.0 60.0 90.0 •0 80.0 G&O 88A 80.0 85.0 651 BOA 90.0 eA0 90.0 28-1/2" 37' 55-1/8° 74° 25-1/2° 3r 52-1/6° 73' 49-5/6. 65.0 65.0 80.0 90.0 630 85A 80.0 90.0 0AA 80.0 90.0 65.1a65.0 BOA 90.0 26-1/2° 37' 83-1/e' 74" or 25-1/2' 38' 62-1/8' 73' 82, BBA 65.0 SOD BOA 650__. X80 80.0 90.0 BED 85A 80A 90.0 60.2 602 74.3 74.3 74° 1 03 f 73° 62° 604 20.0 VJ _!® DESIGN LOAD CAPACPf1r - PSF (XOX mm) FLANGE DIMS. RUCK DIMB. GUM rM 'A'&'AI' GIM TYm '8'&'81' WIDTH HBGHT WIDTH 1.1041U EXr.(+) IM.(-) ERr.(+) Mr.(-) 74' 106-1/4' 111' 28° 73' 105-1/4' 110' 25° 85.0 65.0 BOA 80.0 65.0 630 80.0 90.0 BBA 88A IAA 90A 74' 108-1/4' 111' 38-3/8° 73' 105-1/4' 110' 37-3/8' 65.0 65.0 BOA 90.0 65.0 65.0 BOA 90.0 65.0 65.0 80.0 90.0 74' 108-1/4° 111' 50-5/8' 73' 105-1/4' 110' 49-5/8' 0&0 65.0 90.0 90.0 r 88.0 35.0 80.0 90.0 65A 08.0 fl0A 90.0 T4° 106-1/4' 111' Sr 73' 105-1/4' 110' 62" as -0 B8A _80.0_ _ _ 90.0 SIX 61A 782 782 - 60.0 BOA 7&4 76.4 111' 108--1/4' 110' or - - 80.0 90.0 - - BOA 90A *AWL ANCHORS REOUPM AT CENTER OF LREB AND DUO. SOLE ENDS (1/2W) (1/2W) 41, c OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH �j_�i w Z. 'XO OR OX' 3 i W -v7- %0-3 12%0'`3 OPERAMNG VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' y�[ DESIGN LOAD CAPACITY - PBF (XOX SMS) FLANGE DIMS. BUCK DIMS (1/3W) (1131P) (1/"3w) WIDTH HEOtII' EXT.{+) INT.(-) EIfT.(+) IM.(-) 74' 108-1/4' 111' 28' 73' 105-1/4` 110° OPERAMNG VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' y�[ DESIGN LOAD CAPACITY - PBF (XOX SMS) FLANGE DIMS. BUCK DIMS I G= TU416 'A'&'AI' Gim TYPSB `B'&$I' WIDTH HflOHf WIDTH HEOtII' EXT.{+) INT.(-) EIfT.(+) IM.(-) 74' 108-1/4' 111' 28' 73' 105-1/4` 110° 29' 98.0 65.0 80.0 90.0 830 65.0 80.0 90.0 830 66.0 80.0 90.0 74' 106-1/4' 111' 35-3/8" 73' 105-1/4' 110° 37-3/6' 630 65.0 80.0 90.0 630 85A 80.0 soA 65.0 65.0 80.0 90.0 74" 50-5/8° 73' 49-5/6' 630 65.0 80.0 90.0 74' 83' 73' 82' 85.0 88.0 80.0 90.0 lII° TIP. BOCK DW jr t7P. BUCK DINS BUCK DIMS :::t' FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME flAIIGE 0013 FLANGE DIMS E5 STD, MTX. RAIL IJMR MAX. LOAD TO 165.0 PSF E4 -- • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • 000 0 0 (1/4*) (1/2WI (,/4 . ......... . H.Q. MTC. RAIL, LIMIT MAX. LOAD TO I-80.0 -90.0 PSF •• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • 000 0 0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PRoDuc f REVTBED zap FLANGE & FLANGE ADAPT OR'I U�1<�m� i EQUAL LEG FRAME Ems:•``AVAD AMA?_ �0.✓4N. �� 2 : � `� NOTE: GLASS CAPACITIES ON THIS SHELT ARE r --- BASED ON ASTM E1300-04 (3 SEC. OUSTS) drawing no. AND DECLARATORY STATEMENT MISSION DDA BUILDINGMCA05 DEC -219 2012 �- 8 sheet 2 of 11 (1/4*) (1/2WI (,/4 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PRoDuc f REVTBED zap FLANGE & FLANGE ADAPT OR'I U�1<�m� i EQUAL LEG FRAME Ems:•``AVAD AMA?_ �0.✓4N. �� 2 : � `� NOTE: GLASS CAPACITIES ON THIS SHELT ARE r --- BASED ON ASTM E1300-04 (3 SEC. OUSTS) drawing no. AND DECLARATORY STATEMENT MISSION DDA BUILDINGMCA05 DEC -219 2012 �- 8 sheet 2 of 11 DEMN LOAD CAPACTTY - PSP (80 OR o% SMES) • . RUCK DnM. GTAS9 TTPBB 'A'A'At' OLm TTPIW °B'A'BY WIDTH HE7- EXT.(+) I NT.(-) EXT.(+) [-.(-) 25-1/2' 341' 32-118' 7S 25, 08.0 415.0 65.0 85.0 80.0 WA W.0 BOA e54 85A 60.0 BOA 654 65.0 WA 80.0 25-1/2' 36' 52-1/8' 73' 37-3/8.aftoac.0 BOA 65.0 W.0 80.0 .0 WA 60.0 BA W.0 W.0 A WA 80.0 28-1/2' 341' 82-1/8'48-5/8'5.0 73' 65.0 80.0 9.0 _ .0 W.0 WA W.0 W.0 WA so .0 W.0 W4 25'-1/2' 73' . 61.8 81.9 Bao 90.0 60.0 80.0 5.0 80.0 W.036' 0 _ 841.0 A BOA WA32-1/B' 80.0 .2 80.0 W.0 (112W) (1/28) C OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' Es 7,Q STD. MTG. RAL LJMIT MAX. LOAD TO ±65.0 PSF E4 1 DESIGN LOAD CAPACITY - PSF (Kox S=) • . BUCK DDIS. GIA88 TYPBH 'A'A'Af GLABB TTPBB 'B'A'BI' VADTH HBOW EXIT(+) W.(-) EXT.(+) I MT.(-) 73' 105-1/4" 110' 25' 65.0 Su WA I 50.0 a5A 65.0 W.o $0.0 65.0 $5.0 Isom Bao 73' 105-1/4' 110' 37-3/8' 66.0 S5.D 80.0 60.0 B5A 95.0 80.0 W.o 65.0 86.0 60.0 BOA 73' 104-1/4' 110• 49-5/8' 65.0 65.0 80.0 80.0 WA 98A W.0 ou WA Box WA W.0 73' 105-1/4' 110' 82' $5.0 65.0 80.0 80.0 61.8 81.9 Bao 90.0 60.0 80.0 WA Box OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' BWK DIMS FIN FRAME • • • • • e • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX S0DT6) • . .. . . .. HEPW EXT.(+) NT.(-) EXT(+) IW.(-) • . . • 4130 654 BOA 80.0 830 65,0 60.0 Bao ...... 37-3/8' . • •• • • • • ••• • 7r 62 86.0 W.0 80.0 W.0 NOTE: •• • • • •• }I.D. NITG. RAJL• LIMIT MAX. LOAD TO ±80.0 PSF W4 BASED ON ASTM E1300-04 (3 SEC. GUSTS)a7- • ••• l • • • • • • 00 •• • • • • • • • • • • • • • • • e • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX S0DT6) BUCK DIMS. Was TTPBB 'A'A'A1' GUM TTPtS 'B'A'BY WIDTH HEPW EXT.(+) NT.(-) EXT(+) IW.(-) 73' 108-1/4' 110' 28' 85.0 854 60.0 840 4130 654 BOA 80.0 830 65,0 60.0 Bao 73' 105-1/4' 110" 37-3/8' 65.0 85.0 80.0 Bao 854 65.0 80.0 8Q0 85.0 65.0 80.0 80.0 73' 49-5/6' 63.0 65DW.0 B0.0 7r 62 86.0 W.0 80.0 W.0 (1J4� (1/21VJ (1/4N% =D 45 11 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PRODOCf REVISED "c=PI3iftwft dm PWM& )boding ca& Aaepame No 11-1031.04 I ado ,Mi Cagro�'1 FIN FRAME .nA NOTE: 3 GLASS CAPACIITES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS)a7- dmlrin0 no. AND AND FLORIDA BUILDING COMMISSION yq 7J DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • En r. JAWW MOND i a drawing no. W1 1/IT^ Ahad. GLASS "•D GLASS • • .075' PVB INTERLAYER 0.70' OVERALL MUL IAM. GLASS • • • • V8 INTERLAYER • 0.:0' I%L IAM. VANCFVA COMPOSITE K 'SOLUTYL' COMPOSITE BY 'SOLLRW' .. ... OR . .. .. .000• PV8 INTERLAYER IN ORDER TO QUAUFY• FOR•S*LL MISS Pe INTERLAYER FXTERIOR PLY OF C{ASS TYPES 'Al' DY soLLITIA' NNSL BE TEMPFi1L'D• • 010 IiY •SOUTRW' 0fId6 oR •• • • • • • • • • .090• sGP INTERLAYER • • P INTERLAYER Ire 'DLIPOW rl 1/11' ANN. CLASS /8' IIFAT STREWD GLASS ;E8 SILICONE SILICONE GE 1200 GE 12M a� DOW CORNING 899 �{DIY! CORNPIG 889 a M1 DOW CORNING 995 sDOW CORNING 995 � I � P 0 I a EB GLASS TYPE 'A GLASS TYPE 8/18' NOMINAL LAM. GLASS 8/18' NOMINAL LAN. GLASS 1/8- ANN. GLASS ' TREWD GLASS .075° PIS INTERLAYER INTERLAYER 1/4' AIR SPACE VA CEPA COMPOSITE BY 'SOUITW' A COMPOSITE BY 'SOLUTIA' 1/4' AIR SPAC®R: MOW M INTERLAYER PV8 INTERLAYER 1/B' ANN. GLASS GIG BY 'SOLUTIA' 1/8' HEAT STREN'0 GLASS OIG BY 'SOUITW' OSAFLEX 090' SGP INTERLAYER NTERLAYER j BY 'DUPONT' PONT' 1/8' ANN. GLASS 1/8' HEAT STREN'O GLASS SILIE 51 rDOW GE 12006E CORNING 899 CORNING 995 1200DOW DOW CORNING WS DOW CORNING 905 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • En r. JAWW MOND i a drawing no. W1 GLLSS TYp6 `Ai• • • • • Y� • g •GLASS 0.70' OVERALL MUL IAM. GLASS • • • • • • • • 0.:0' I%L IAM. .. ... .. . .. .. NOTE: IN ORDER TO QUAUFY• FOR•S*LL MISS W IMPAQT RATING• • • • FXTERIOR PLY OF C{ASS TYPES 'Al' 8. 81' NNSL BE TEMPFi1L'D• • •• • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • En r. JAWW MOND i a drawing no. W1 'm "'"°i01� FLANGE & FLANGE ADAPTOR FRAME y„U 10Y Fa FOR a WOOD BUCK 1 lYP6AL ANCHORS {� . . .. SFE ELEY. O •. 4 " •]d' ' a FORSPACING I'r__ ________APPRIAW .•a', gyy • a t•.' a 4 • ` $ c 1 i i A1lAU0A1 & WWON ANCHORS TMCAL ANCHORS STYPICAL ANCHMS 1 SEE El" MR SPACMO FOR SPACING LL (s^ as � 2 3/e" Mev 2 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 ELEY. FOR SPACING 2-3/8' MIN. 1/4" DIA TAPCON BY 'ITdP (F4-126 KSI. Fy-02 KSI) O �t a 1/4! Die ULTRdCON BY 'ELCO' (Fw,177 KSL Fj-153 KSQ o v )f c y INTO 2BY WOOD BUCKS OR WOW STRUCTURES C s 1-3/8" MIN. PENETRATION INTO WOWei O d WHEN USED THE MK ,ADD ' THRU 18Y BUCKS INTO GONG. OR MASONRY T/1 a DEPTH SHALL BE 2%-. THE USE OF 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY O DEEPER OR BMED WOODDUCKS s p g a PERMITTED. DIRECTLY INTO CONIC. OR MASONRY Z a i 1-1/4" MR EMBED INTO CONC. OR MASONRY Si 1pq S A14. SMS OR SELF DRILLING SCREWS (CIWDE 2 CRS) � U p F ° INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK.=.096)_. INTO METAL STRUCTURES y STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) p (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) $ 1 E7 TYPICAL EDGE DISTANCE ° 1 INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. Y Me INTO METAL. STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f C -3000 PSI MIN. iC-80 HOUAW/FILLED I BLOCK..AT:,4WW I"m - 2000 PSI MIN. a 1 � d ego • • • • • • • •• C < m 1 • • • • • moi/ • • • • • • • • • 1mums TatonecrRBvlseDEr4r. �Ao a • • • • • : • • • • • a Ae pCode IDo Fh rka kA PE /6M � � . r . + 1 dn' ' d � t1Oe! N° - C • O� .CAN. '�'• �• 11 18r I g 1$ �.. .a•..,.o•.• 4 8i TYPICAL mcHof 9p Mt�l drOWirlg rro. WOOD BUCK FOR SPAgt�, • . • • I i • ♦;," FOR SPACING Y IL W 10-18 •• •' • • • • • • i • • • • • • • • [sheet 5 Cf 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX. 7m TYPICAL ANCHORS SEE ELEV.- FOR SPACING —SCREENS OPTION BUCKS 0 • P 0 rd SCRFf7,5;&N% �.• • - Ee � EXTERIOR • : Xi LA*4T .. . . . . . . . . . . . .. . . . . . . . . ... . . . . ... . . . . . . . . . . . . . •• •• . . • . .. .. ... . . ... . . �Jim FLANGE & FLANGE ADAPTOR FRAME V.V 1/4` MAX SFfW3 FLANGE ADAPTOR FRAME 0 � L/2—* TW. a 11Q77 ulWOOD � � W vu��d{ gggsggg An -- ALTQiNATE ES 0 '$ oO SWEEP I= C �{ �1 OPTIONAL TO 4 SPRING (ACK C4 N M OZc� 45 O/ INTALIATION DETAILS SHOWN ON PAGES 5 & d AND'G APPLY -To BOTH FLANGE FRAME AND . FIANIX,AU5VM FRAMES. Feer. JAYAD AW�IAD, i 0 O/W: 3assr YRODUCf RBVL4E11 ' �Is�aR6 toe Fiorhla � � 103104 Jfz . drawing no. MG wia—�s sheet B of 11 W000 BUCK ' 1 Al I f O a" —@ A TYPM ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. BUCK W@TH SHINS 1 1 v � I v _ - '------__ n/ir I EB S ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL LEG FRAME ~—OADE COUNTYAPPROVED 1 MULLION . MULLION . ANCHORS 1 SEE SEPARATE NOA EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/B" MW. 2-31W MIN. WHEN um THE Ift WOOD mm OEC"' OE PE a e ±'ENiDUCf REVISIO! =codoBwDL the BluNdt B AcceptemeeNe 1-10'.x. � � 3 drawing no. W10-18 • • • • •• • •• 100 • • • ••• • • • • • • • ••. ' o e•, "' i d • • 1 •�. i' • • • o ' a i' •1 $ INPICAL ANCHORS • • IYPRAL AkHORi • .� • .• •. S N SEE ELEV. lay WOOD BUCK • SEEOIM&. • • • • FOR•SPACO•I • • • '•:'. • ,•..' '•' •.a • • m • '• •� • FOR SPACING ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL LEG FRAME ~—OADE COUNTYAPPROVED 1 MULLION . MULLION . ANCHORS 1 SEE SEPARATE NOA EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/B" MW. 2-31W MIN. WHEN um THE Ift WOOD mm OEC"' OE PE a e ±'ENiDUCf REVISIO! =codoBwDL the BluNdt B AcceptemeeNe 1-10'.x. � � 3 drawing no. W10-18 62 HOUSE WRAP NOT BY CGI WOOD STRUCTURE 1/4' MAX. NOT BY CGI \ CAP 1/2° NTN. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS: sm ELEv. FOR spAcm #A sMs (GRADE 2 CRS) INTO 213Y WOOD SUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD N FIN FRAME n �v n 04" PRODUC t BEYISED 15 �A 7.59d •, !n _NYwltd tha Flmlda y� �. .� •, 8t,ttptmtallo — .Oy. S Ilk- 13 l�a DAPI 13 2012 [IreeE 8 of 11) HOUSE WRAP J ya1� NOT BY CGI 9 • • • • • • • w • be • • • • • • •• M • • • • • --• • • • • • • F ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS: sm ELEv. FOR spAcm #A sMs (GRADE 2 CRS) INTO 213Y WOOD SUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD N FIN FRAME n �v n 04" PRODUC t BEYISED 15 �A 7.59d •, !n _NYwltd tha Flmlda y� �. .� •, 8t,ttptmtallo — .Oy. S Ilk- 13 l�a DAPI 13 2012 [IreeE 8 of 11) ITEM PAST / I q-NTMY DISCRUMON MATHRIAL MANP./SOPP-1—/RSMARKB 4 u 1� E7 CIN -100 - FAME &M • FOOD GLASS 8063 -TB CGI EXTRUDER E2 CGI -113 FRAME SIL. 8053 -TB Ow E(Tf UM E3 CCI -102 FRAME HEAD 6063 -TB CO EXTRUDER E4 001-103 - MEEnNO RAO. 6083 C01 EXTRUDER! ER Eb CGI -104 - LOOK RAIL _-TB 8053-T6 X01 EXTRUDER EB ..E7 ODI -108 - HANDLE RAIZ. 6083-78 CGI EXTRUDER tL COI -108 - _.� SASH PALL 5083-76 CGI EXTRUDER E8 CGI -107 - 5/18` GLAZING BEAD 6053-73 CGI EXTRUDER 0. Q, O � � a E8 X01-108 0.700' GLAZING EIFAD 80(i3-75 CGI FXTRUOEti E/0 cm -108 - FRONT FLANGE ADAPTOR 8083 -TB CGI EXTRUDER Ell CGI -110 NAE. FIN ADAPTOR 8083-T8 CGI EXTRUDER pp Q 6 Q E12 CCI -135 - TF FRAME JAMB • FIXED GLASS 8063 TB COI EXTRUDER Ef3 C01-138 - TF FRAME HEAD 8083 75 CGI EXTRUDER E14 CGI -17.8 - ... TF FRAME JAMB 6083-T8 cm EXTRUDER Ag E15 CM -140 - 1' MUFRIN 8053-78 X%D EXTRUDER EI G OGI-141 - 2.8' MULLION SM -T8 CO] EXTRUDER -. - E17 CGI-Bm SCREEN FRAME .. 6087-T5 CGI EXTRUDER E78 COI -114 SOL SNAP IN 6063 -Te 001 EXTRUDER E78 CGI -118 - SOL PRIER 6083-T5 XXD EXTRUDER QO CW -118 - FRAME JAMB 6085-T0 XXiI F]CTRUDER E21 CGI -117 - HD LOCK RAO. 6083-76 OW EXTRUDER E22 COI -138 - 1£ FRAME SL. 8083-78 (X5 IXTRI®FR E23 CGI -109 FRONT FLANGE ADAPTOR 6063 -TB CGI E TRUGER g S. - - - O M7 CGI -382V - GLAZING BULB UNYL (DURONEIER 76-80 SHORE A) Pte - M2 cri-111 - SCREW COVER (OPTIONAL.) PVC - M3 CCI -112 3' • ANCHORS EQUAL LEO COVER/818M .. _ PVC - N M4 - 0.700' X 0.040' BEAD GE1200 SILICONE SILICONE GE a NS - 0.700" X 0.040' WAD DOW 908 SILICONE DOW M8 M7 - - 0.7ow X UAW BEAD DOW895 2/ LTTE SETRNG BLOCK E SEUCM EPDM DOW - Z h18 - - PRO 1=0 WRAP WATERPROOFING OR EQUVV. MB 684 - ROLLER TRACK .. pyo M10 001-125 2 PER SASH ROLLER HOUSING NYLON L&M M11 W23201 NO - _ PILE WITH CENTER FEN WOOL ULTRAFAB OR EQUIV. M12 001-129 1 PER SASH EGRESS LOCK ALUM. SILLWAM F M13 06-1131 2 PER SASH HANDLE RALL END CAP NYLON M&M M14 391-N 1 PER SASH ANTUPT BLOCK NYLON M&M d9 M15 - OPTIONAL RtMCULATED FOAM 30 PPI --... M16 CGI -134 -- JOB SPACER IWC PROTOTYPE OR EQUIV. Y M17 A3073MI-32 f PER WD. CAM LOCK ZINC TRUTH OR EQUIV. II55. MIS CGI -132 2PER WD. 2' SASH STOPS PVC PROTOTYPE � $ MIG 00I-111 ® FR, HEAD _ S�Ar COVER PVC PROTOTYPE M20 CGI -129 2PER SASH SASH CAM (8/T BALANCE NYLON M@M _ M22 - VARIES HI -FUO 9(EEP COVERS- %R.' AMESBURY OR EQUAL d 52 - 2 OR 3 PER CORNER J 10 X 1 1/4" LG. PRL, PH. SFIS, ST/SL ASSEMBLY SCREW a S3 1 1/4' EMBED. (8 xi 1 LG. 6Y •e S4 4 PER WD. ® 8 X 1 PLL SES.#T BWKV SWENq .... S5 2 PER WD. ® 8 X 1' d FH. SRO : ASSENE&Y • - - so- _ - Er.esplffil B 6 % -1 & K•• - - EIV.. J, NIU. MAD DIME. FLA. PE 7.582. G,�,�i PR(IDUCFBEV73EO em DV�C(r�� RPEtAOre Lg9Ndb y 1 i6 _ - 4 ®M. RAIL $ 10 X 4' LG. PHIL PFL SMS SI'/ST. a4sd&.Y MEETING RAIL - S9 - 2 PER ANTUrr e 10 X 6/8" L6 PHL PH. SES Sf/Sr. ANTIUFT SCREW - - �� Mprypp Ne •••• •• a ••• • ' drawing no. . • • • • • • • • �j� •.• : :•. : : : : e9�neT W10-18 . • .• • • • • • • • • • • • sheet 8 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 2.440-- Lt 2440 2.113 1.015 4011 ,.m 089 .490- T_ �- •m.050 np. •7� .050 TYP.L Z ,.220 17,ao, 2.848 .088 1.801 ,D6D 1.660 J384 Ji84 / TIP. 2.348 TYP. ,.007 ((ll •� O 5/10" OLAZJNG BEAD- V .700" GLAZING BEAD 1.396 a y j0y8p, 1.755 1.015 •1S FLANGE FRAME HEAD O RUSH 1.155 1.015 FRAME HEAD 1.388 .749 E4 MEETING RAIL E11 NAL FIN ADAPTER 1.396 7.449 1.498 �.uni •� 085 •� 1.413 ((''11 O t�- 009ti Qn d ¢ Q Q r 4 ei• 6 tats 1.740 1.016 1.140 1.7� TYP. 2264 ly,S6 LJ RUSH FRAME COYER SCREW COVER j a Q11a� TII 1 [ 1.015 � 1220 0.430 3.8&4 .065 TYP. 2.888 3• .086 3.186Typ' 2.086 1.043 �6 x OO LOCK RAIL Et9 SILL FILLER g 1.768 1.450 6 ppo g 2.n40 ® FLANGE FRAME SILL 2.940 O FLUSH FRAME SRL 2.310 1.016 Aes TYP. 1.220 ,�OL l N e7 °7 R Z Z 2.737 2737 1.043 E21 ® FLANGE ADAPTOR r 8--1 p 1 057 IYP.TP. ALT. LOCK RAIL-� t.69a p$ 2305 2.813 23m 2.613 .065 TYR a " 7.000 e9t- 000 .991 2.195 I� 3237-- E74 FLANGE FRAME JAMB (MOVING) 2.737 @RUSH FRAME JAMB (MMM).611 1.016 $ .811 1.043 HANDLE RAIL • • • • •• • • T� .......`•' • • • • •WM . 2306 .085 TYP. 2.W5 • • • • • • • •�1h9re_ AD AHVAD ��7.746 o _.tro. W10-18 �% F.12 FUWGE FRAME JAMB • 7.245` •• • . • • • • E, • • • . • • a • ZO/h tilt f.o�dr0ai0q L sheat 10 of 11 (FlKEO) R 911 JAMB ('FOtED) RAIL • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • AAA Q a eQO iffl o 0 P� VENT TOP/BCTTOM CORNERS FRAME TOP CORNER Q i, 62 8 nclin op • (� 5i v o f r o MoDUCPREVmm om iNY&s vl• 16oF9orido r+u�mx Cuda AMapWmMq $ $ •• • • • • • •• • • • • • • • ••• • • • • • • • • • • • FRAME BOTTOM CORNER," •0 Fl= 7x592 • • • • • • • • • •. • • • • • 20'12 drawing rro. W10-18 •• • • • • • • • • • sheet 11 of 11 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • MIAMI-DADE MIAMI-DADE COUNTY, FLORIDA 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ��6VW,n►4amidade.ovtecQnomv CGI Windows and Doors, Inc. 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. DESCRIPTION: Series "Sentinel 150" Aluminum Sliding Glass Door fv/ wo Reinforcements — L.M.T. APPROVAL DOCUMENT: Drawing No, W10-31, titled "Series 150 Sentinel Alum, Sliding Glass Door (L.M.I./ S.M.I.)", sheets 01 through 16 of 23 including 6.1, 6.2, 9A, I IA, 12.1, 12.2 and 15. 1, dated 05/20/10 with revision "H" dated 01/16/14, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—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 6666 LABELING: Each unit shall bear a permanent label with the manufacturer's name Dor logo,0eity; state, • • •: • model/series, and following statement: "Miami—Dade County Product Control Approved'', unl1st oftrwise • noted herein. Confidential a**:** • • • :0000: RENEWAL of this NOA shall be considered after a renewal application has been MOOK6 and therpbs been • • • • no change in the applicable building code negatively affecting the performance of th6prr3duct. 0 9 a 9 a * 00000 TERMINATION of this NOA will occur after the expiration date or if there has fl@gR 2:revisiDnOd?r0hange• •' • • in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an enTUrrsemenf �..�. of any product, for sales, advertising or any other purposes shall automatically terWIMT; this NOA Fallure0 0 .;; to comply with any section of this NOA shall be cause for termination and removal of NPA. • • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami--Dacia• County, 14olidg, anc; 0 0 0 0 followed by the expiration date may be displayed in advertising literature. If any portion of Me 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. 12-0821.16 and consists of this page 1 and evidence pages E-1, E--2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-1121.08 Expiration Date: September 22, 2015 Approval Date: February 13, 2014 Page 1 ..-,. ,, ,lay•, CGI Windows and. Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0821.16) 2. Drawing No. W10 31, titled "Series 150 Sentinel Alum, Sliding Glass Door (L.M.I./ S.M.I.)", sheets 1 through 16 of 23 including 6.1, 6.2, 9A, IIA, 12.1, 12.2 and 15.1, dated 05/20/10 with revision "H" dated 01/16/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS I. 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, 2 -Track prepared by Architectural Testing, Inc., Test Report No. ATI -0733.03450-18, dated. 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 12-0821.16) 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Alum. SGD 2 -Track prepared by Hurricane Test Laboratory, LLC, Test Reper No. HTI.-0080-1208-09R, dated 02/09/11, signed and sealed by YinyJ• Abrandv,, P. E. • • • •: • (Submitted under previous NOA No. 11-0303.02) 00 0 :00 0000 0000.. . .. 0000.. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• • •: • • • 000.. 0 2) Uniform Static Air Pressure Test, Loading par.EBC, TASZ02-94 • 3) Water Resistance Test, per FBC, TAS 202-04• • • • • • • • o • •: • • • 4) Large Missile Impact Test per FBC, TAS 2(1?494: : .". "•' 0 5) Cyclic Wind Pressure Loading per FBC, TAj 2�d394 0 0 • • ; 0 • 6) Forced Entry Test, per FBC 2411.3.2.1, and; i'A'S 202-%4 00000 0 along with marked -up drawings and instaIIation diagoam. • of Alum 0 SGD; 0 •; 3 -Track prepared by Hurricane Test Laboratory, LLC, • Test F epoft; No' 0 HT"080-1208-09, dated 07/30/10, signed and sealed by Vinu J. Abraham, P7 E. (Submitted under previous NDA No. 10-0310.1 S) _0000.___ .�r�tc� ¢• .` ...�.,�;�..., , Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-1121.08 Expiration Date: September 22, 2015 Approval Date: February 13, 2014 E-1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 11/14/13, prepared by Al-Farooq Corporation, signed, sealed and dated 02/04/14 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). 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. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC 2010, issued by Al-Farooq Corporation, dated 11/14/13, signed and sealed by Javad Ahmad, P. E. 0000 2. Proposal No. 11-1225 issued by Product Control, dated 1112/1L signed.by"Ishaq...... Chanda, P. E. (Submitted under previous NOA No. 12-0821.16) • • • • • • • • • 660660 3. Laboratory compliance letter for Test Report No. ATI -00733.' 5.4045048 ?--:*r rack); • • • • : issued by Architectural Testing, Inc.; dated 08/09/12, signedeiiDealed•�stru J�....� Abraham P. E.' ' 0000.. .. 0000. (Submitted under previous NOA No. 12-0821.1 S) • • • • 0000 •••••• 4. Laboratory compliance letter for Test Report No. HTL- 008- 8-09 (2 -Track), '. issued by Hurricane Test Laboratory, LLC, dated 02/09/11.0 signed anj- sealed by Vinu J. Abraham, P. E. 0.00. ; 0 000 ; • • • •; (Submitted under previous NOA No. 11-0303.02) 6.0* : 5. Proposal No. 09--1073 issued by Product Control, dated 07/19/10, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 10-0510.1 S) Jaime D. Gascon; P. E. Product Control Section Supervisor NOA No. 13-1121.08 Expiration Date: September 22, 2015 Approval Date: February 13, 2014 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Report No. HTL4080-1208-09 (3 -Track), 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--0821.16, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150 Aluminum Sliding. Glass Door w/ wo Reinforcements - L.M.I.", approved on 12/20/12 and expiring on 09/22/15. r Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-1121.08 Expiration Date: September 22, 2015 Approval Date: February 13, 2014 E-3 . . .... ...... ...... . .. ...... 000.0• • • • 0000•• 0000 0000 • • 0000 0000 0000• 0000•• • •• 0000• • • • • • •• •• 0000 0000•• • 0000•• • • • 0• • •0000• •0.00• r Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-1121.08 Expiration Date: September 22, 2015 Approval Date: February 13, 2014 E-3 THE SHUTTERS ARE NOT REQUIRED. SERIES 150 SENTINEL ALUMINUM SLIDING GLASS DOOR TYPICAL ELEVATION D.L. OPENING D.LO HEICHi =DOOR HEIGHT - 9 11/16' m x� o 0 APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE RENEWED 0.1-0.WIDTH = PANEL WIDTH - 6" z z BY BUILDING OFFICIAL REFER TO PAGES 9, 9A, 11 & IIA FOR WEEP SIZE. PRODIICTREVI3ED • • • • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WAT'H THE • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HICK VELOCITY • • • • • • • • asoomplyG,gr�ilhth*Flwwa • • • • • • • Building Cod tt� '� �Y • �,,_•. • Aocep1•�,�LAMINATED GLASS AND a o • • • .s • • IIIYSTaud 1L�S: • LAMINATED INSIiLATING GLASS o o c W r n x HURRICANE ZONE (HVHZ). ter OR 26Y wood Bucks er OTHERS. MUST BE ANCHORED PWWERLY• • y�; J BY , :aua. • • • � :� Ti;1LS FOLLOWS. _ F '_�fb LARGE/SMALL MISSILE IMPACT TO TRANSFER LOADS TO THE STRUCTURE. ' STEP t DETERwNE omGN WIND LOAD REOUIIEMENT BASEoNifw�i1 -W IA-cmWo ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ON WIND VELOCITY, BLOC HEIGHT, WIND ZONEOP& USING APPLICABLE ASCE 7 STANDARD. E.V..IAVAD 94MMD ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE•dET�41L5or • • •? ACTIY FROM TABLES ON SHEET 7 FDE�I PE AND REINFORCWG TO USE. 'ah '"-36 s2 s NOT PART OF THIS APPROVAL • • 04 • • s 9 f e A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCH" INTO N000 @NL'R MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL ST1R✓i1Y6, TH�YT •• •�p� tmA CHARTS OM'sHEET a SELECT ANCHOR oPTION Y'W`-� YATH•DEftN %Tft MORE THAN DESIGN LOAD SPECDIEO • IN yamP t pgDft, [ < _� drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE # ,r W10-31 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.6.4. - STIP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND s SHALL APPLY TO ENTIRE SYSTEM. V sheet T Of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • .I II n I I u I� 'i ISO 9/18' DOOR FRAME WIDTH rr ANCHORS W PAIRSFOR � ADDL. PAIR OF ANCHORS WOOD INSTALLATIONS ONLY 18' MAX Z p FALSE MUNTIN AT NERD/SILL/JAMBS 6MAX SEE CHART ON SHEET 8HEAD/SILL FOR CAPACITY y u I l n 11 OPTIONAL AT STILE ENDS SHEET 8' MAX 61 Al C1E IS p $� n REINFORCING CY AT INTERLOCKS OPTIONALm V 4 �a C SEE SHEET 7 FOR CAPACITY Q a 1 ZO rr ag j % m ino o ° a m to 0! � cn r1 CJ z 3 Z � �o 8' 8• 8' 42 1/8' (1) up viza (2) IM Cilo D.L. OPG. g L 4e ,/B• 48 1/8• PANEL WIOTH PANEL WIDTH 8• 8' 8" 8" 41 8 $ � (2) %gP CLIISIEN (2) %1EP QUSIi11 (1) %£F 0ifi B c € m TYPICAL ELEVATION �' $ (TESTED UNIT) • • 00: • Q,EFEIi TU 1i4GF� 9, Ok, 11 & 11A FOR WEEP SIZE. A.L OPENING o o .. n a *.go • D.L.O HEIGHT = DOOR HEIGHT — 9 11/16° • • • • • • • • • D.L.O. WIDTH - PANEL WIDTH — 8' • •• • • t t ••• • o q Eagm JAVAD AHMAD .. g CIVIL PE 70M fl`AN. 3 v s • ••• •• • • ••• • • • • • PRODLTCTRHVISBD on a yl • • • • • • •• • • • • • as complying u9lbdon Florida 8 • • • s • • s • • • i • • • • • • • • • • • t t • • • • • • • Hunding Cork Axrynamxi No 3 y� 3 V�j Bsp(ratnnp_w��S3F�eiy(;5 ` I ZL11�} % drowtng no. W10-31 A9i—�llSadoProducrConWl -f--t 2 of�6 • •• •• • • • •• •• ••• • • • ••• • • .I II n I I u I� 'i � 11 u 11 II IL—_ u y u I l n 11 61 D1 • •• •• • • • •• •• ••• • • • ••• • • FRAME WIDTH 4 iI U PANEL WIDTH TI 0 H L aa i o °a J a xxX (SHOWN) EXTERIORoxx n Q xx0 0 Q xxX (REVERSE) FRAME WIDTH O J H L m xxxxxx (SHOWN) EXTERIOR PANEL WIDTH Y p OXXXXo O FRAME WOTH y PANEL WIDTH N o 3: N M °� NE O M o- ZZd� 51 �0 O XXXXXX (MOWN) EXTERIOR OXXXXO APPROVED CONFIGURATIONS c € F NON—POCKETED DOORS (NON—RENFORCED SHOWN) a THREE (3) TRACKS §$22 wl! of ••• •• t • • •. Engr: JAVAD AHMAO CML 1 RA PEI 70592 TS i • ♦ • •. • • CAN• X538 •• ••• • • • • • • • • PROi1iTCfRBVTS80 • • • • • • • • • • • • 13gtldlnpCo�iv woDmpbjhmrdlhdwpbmQ 11... >�in� ods )J/'jAId.201E� W10-31 h4ie�ai Dada Pnxtucl Cbntro '^� • � sheet 3 Df 1 B • • • • • • • • • • • •• •• • • • ••• •• ••• • • • ••• • r -- I f J� H L Iti t I PXXX(SHOWN) XXXP , �I I of I , PXXXXXXP (SHOVni) PXXXXXX(SHOWN) PXXXXXO XXXXXXP oXXXXXP DOOR FRAME VADTH ANEL vnDTH v� m to Ow H V CA 4 Wv►�nm oNM� pQ�M,l� zzc " o=� oFm 0 APPROVED CONFIGURATIOIJS c ..... POCKETED DOORS (NON-REPIFORCED SHOWN) • • • • • • • • • • • • • • • . • • • • • RID w o 0 d c THREE (3) TRACKS •• i i i•i ••ooW.�: P •i POCKETS ARE NOT PART OF THS APPROVAL • • • • • • • ••i • • • • • • • • • • • • • • + O AND TO SE REVIEWED BY AHJ. o Engr: JAVAO AHNAD $ CML 1 • •.• • • • •• • • • • ••• • •A&Y7x92 • • $ 8 ` • • • • • • • • • • • • PRODUCTRCVISBDt n. complyingivlUatlreFtodda Dundh% Code t .. s i o draaring no. W10-31 • • • • . • • . • • • • • AeeepLuceeNo �j + -� .aDce ... . . Ilxp :u, �� 2a��a e sheat 4 of 16 .. . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MAX. FRAME WIDTH TR O 0 J P EXTERIOR PANEL WIDTH XO (SHS) D a OX MAX. FRAME WIDTH p p�CRa °a l EXTERIOR O XX PANEL 0DT1 #8 X 3/4' SMS m AT 24' O.C. MAX FRAME WIDTH N O N 10 � o pw ghJ7 £�ri�y:lid rt N o EXTERIOR 1O 0 M n PANEL WIDTH z Z OXO (SHOWN) §0 a OXO (REVERSE) MAX. FRAME WIDTH U p pppO EXTERIOR PANEL oxxo g�g� XXxx(SM90R) �mo"Vvs •• ••• • • • • • ••a_a APPROVED CONFIGURATIONS • • • • • • • • • o. o NON—POCKETED DOORS (REINFORCED SHOWN) • • • j • • �. • • o w �. u x ITO (2) TRACKcrM S •.• ••i ••i •.• i i ••• O FIA. PE @ 70592 • • . • • • • • . • • CAVI. 3538 • • . • • . • • • PRODOCfR15MBD -4 • • • • • • • • • aswmplybgwW (Implmide • • • • • • • • • • • • Rmpm Code / s •. ' o • • hu • • • • • • • • • Accepsnnceho �8 / � '� drawing no. ... offioAN �Ol�t W10-31 MceC rol� l sheet 5 of Cl • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 I I Iti I I I PXX (SHOWN) XXP I Y I --- I 1 � �o I M 1 I I I 1 M I PXXXXP PXXP r--- --- I 1 � �o JI I M M I PXXXXP Wr-05 I �� M I I L -- POCKET CAVITY NOT BY CGI NOT PART OF THIS NGA DOOR FRAME MOTH 1 1� I I� I I 1 L-- CYTCDI/1D DOOR FRAME WIDTH Q u �- DOO FRAME MOTH L--- • • : E$T€Rlo : • : • PANEL MOTHmtD Cr .vllH6taBlmtda PXXXX (SHOWN) • • • • • • • • • • • Butldfng Chile PXXXO APPROVED CONPIGUR}l•}9SNS • • • • • AeeepUmeo No XXXXP POCKETED DOORS (NON -REINFORCED SHOWN) r.-,q*wm� oxxxP TWO (2) TRACKS MG'i de Pro ud ConUo1�5 . ... .. . .. . . ...... . .... ODD POCKETS ARE NOT PART OF THIS APPROVAL AND TO RE REVIEWED BY AHJ. z s e a 0 d IzO 1 g� 0 498 � § 22 �6 u5 O v Ow om JvE 4 n4 03M uc?R GNIL Fm PN 70982 yg a /` j J/ drawing no. -. W10-31 Jim 2 2094 sheet -6of 16 FRAME WIDTH a PANEL WOTH �4-, I @ o H = O b J H a " �0 i R � g$ xxxx (SHOWN)oxxx p $ X xxxox (REVERSE) EXTERIOR a FRAME WIDTH a � L 3�ln iR XXXXXXXX ( ) 06 OXxxxxXOO EXTERIOR PANEL W1DTN � O (r d3�No rn>n�m FRAME WIDTH 00 PANEL WIDTH a 3 Zzu! K i i �- XXXXXXXX (SHOWN) c OxXXXXXO ° EXTERIOR c v APPROVED CONFIGURATIONS - g NON V POCKETED DOORS (NON—REWFORCED SHOWN) FOUR (4) TRACKS Erpr: *VAD A -NO CML F & PE • • • • • • • • • 0 • yiosa2 rRoaucrsdMsao • • • • • • • • • • • • • • • D ntcodwhh dro Florida r fr • • • • • • • • rlccaptmtee No IIxphaNnn.Doto ;�JfjlU��t LU6 W10-31 age a bihWti Doric Product Contro sheet 8.1 of 18 • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• 0 • DOOR FRAME WIDTH P WIDTH � 0 I 0 y8 8t�` , F XXXXP HOWL L__ EXTERIOR 0 1 S N FRAME WIDTH 4 2 L4 PANEL WIDTH __ I L —i N j J H I ti ru I 1� I IY Y i I I M I I I O Wj PXXXXXXXXP (SHOWN) �— EXTERIOR N 4 3NM� FRAME WIDTH p 3 M PANEL WIDTH Z z r, I tttiiiSSS V � I - o€ ` PXXXXXXXX (SHOWN) — EXTERIOR � PXXXXXXXO XXXXXXXXP 121 OXXXXXXXIM POCKET CAVITY NOT BY COI NOT PARI OF THIS NOA •• ••• • • • • • •• c m d APPROVE CONFIGURATIONS • • • • • • • • • oy o POCKETED DOORS (NON -REINFORCED SHOWN) • • • • • • • • • FOUR (4 TRACKS •• •i i i i i i•i •• �` POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REWEWED BY AHJ. Dig, JAVAD AHMAD d cra FLA. PE /. 70382 1 • • • • • 00: • 'cA.N. 3.538 D • • • 000 • • • • rnonucTtABvlseo N, • • • • • • • • • w a1mPlyinswilh dto Plod& • • • • • • • • • • • • Bolding CodO •000 * o • • • • • • • • • • Aoce!»nnm lib 3 " �}�qj'�'�8+r • • • • • • • • t3 l�a�IY drarnng no. W10-31 M�lem of uctCo111101 sheet6.2of�8 • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 31 DESIGN LOAD CAPACITY - PSF (GLASS) PANS. NIOM wars DOOR XOOM Rcm GLASS TYPES 'A' & 'Al' GLASS TYPES 'S' & 'RL' INTERLOCKS 1NTBRLOCKS W/0 REIIRF. WITH REM. EKT.(+) IML-) -,(+) MT.(-) 24-1/8 30-1/8 38-1/8 42-1/8 48-1/8 so BOA 60.0 80A 80.0 60A BOA 80.0 8OA 80.0 SOA BOA BOA 16G.0 80.0 60.0 80A 80.054-1/8 BOA 80.0 BOA24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 84 WA 80.0 BOA MO 60.0 80.0 BOA 600 60.0 88.0 80.0 80A 80.0 88.0 80A 60A 60.0 80A 80.0 60.0 SOA 80.0 BOA 24-1/8 30-1/8 38-1/8 42-1/8 48-1/8 M 60.0 WA 60.0 80.0 60.0 60.0 80.0 80.0 $OA 60.0 80.0 BOA 60.0 60.0 86.0 80.0 60.0 SOA SWO BOA 24-1/8 30-1/8 36-1/8 4'-'/'60.0 48-1/8 OB 60.0 60.0 WA 80.0 SOA 60.0 80.0 BOA W.0 60.0 88.0 80.0 60.0 WA e0A 80.0 1 80.0 80.0 80.0 3/18' ANN. CLASS .075" 'Su11ex CP-Saflex and Safi" HP Composites Glass tntedayere With PET Core' by 'Eastman Chemical Co.' 3J8" AIR SPA O 090" 'Soflex Clear and Color Class tnetrlayera by 'Eastman Chemical Co.' or 3/16° TEMP. GIA' AP APPLICABLE FEC EGRESS ,090" 'DuPont SentryGles Interlayer REQUIREMENTS TO BE by E.I. DuPont DeNemoum & Co. REVIEWED BY AHJ. 3/16' HEAT STREN'D GLASS SU J=E GE SCS 1200 DOW CORNING 899 DOW CORNING 995 a M MI p O AST 1/4 POINTS ON LITES O 1 WIDER THAN 3B"EPOM ' w DURO WImMETER 8515 iWS! GLASS TYPE 7/16" OVERALL LAM. CLASS 3/16" HEAT STREWD CLASS .075" 'SIt aflex CP-Saflax and Soflex HP Compo Glass Intertoyere With PET Core' by 'Eastman Chemical CO. Or 090' 'Soflex Clear and War Gloss lnetrlayera' by 'Eastman Chemical Co.' Or .090' 'DuPont SentryGlaa Interlayer by EJ. DuPont DeNemoure & Co. 3/16" HEAT STREN'D MUSS SILICONE GE SCS 1200 DOW CORNING 899 s DOW CORNING 995 n SETTING BLOCKS AT 1/4 POINTS ON LITES V. THAN 36° Q'i U A EPDM ±±±OLLL WROMETER 8545 • • • • • • • • • • GCA*S9 TYP1? 'B' • • • • • 7/16" OVERALL LAM. GLASS 3/8" AIR SPACE 3/16' TEMP. CLASS 9 9 O a ANN. GLASS .075" 'Sol" CP-Saflsx and Safi" HP Composites Glass Interloyens With PET Core' by 'Eastman Chemical Co.' Or -.090' 'SaRex Clear and Color Glen IneWayers' O'Eastman Chemical Co.' \.090" 'OuPont SentryGlas tnterloyer' by EL DuPont DeNemours & Co. -.3/16- HEAT STREN'D CLASS GE SCS 1200 Dow CORNING 899 DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPOM DUROMETER 8515 GLASS CAPACITY CHARTS GLASS TYPE 'AI' AIR SPACE CONSISTING OF: t' OVERALL INSIs. LAM. GLASS SPACER .0045' THK. ST. STEEL SPACER AROUND THE PERIMETER OF THE GLASS. 3/16" HEAT STREN'O CLASS .075' 'Saflex CP-So11ax and Soft. HP Composites Claes Interloyere With PET Core' Or Co.' 'Eastman Chemical Co 090" 'Saflex Clear and Calor Gloss Inetriayars' O 'Eastman Chemical Co.' LOBO' 'DuPont SentryMlas laterloyer by E.L DuPont DeNemoure & Co. 3/118' HEAT STREN'D GLASS SILICONE GE SCS ( W CORNING 899 DO895 GLASS TYPE 'B1' 1' OVERALL INSUL. LAM. GLASS • • • 0:0 ••• • • • • • : GLAZING OPTIONS • • • • • rROD11C171UVM •• • • • • • • • • • ascomptyingwlthttwFIM • • • • • Buildin9Code • •• • • • • • • • • XT. (+} Acceplami"._y3" FOR STD. SILL wITHOUT RISER LIMIT ELOADS TO 60.0 PSF rixPfa "DPte_ 1 FOR SILL WITH RISER MAX. EXT. (+) LOADS ARE 80 PSF Hk.... _ i' �_ -e" . . . . . . . . . . . .. .. . . . .. .. ... • • . 0% • . RM BLOCKS POINTS ALL SIZES rER 8545 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DL•GLARATORY STATEMENT DCA05-DEC-219 (a 4V Z °a �j S 0 hig O ��C W, 3rowmg no. W1 Q-31 TYPICAL ANCHORS TYPICAL ANCHORS IN CLUSTERS IN CLUSTERS AT MTG. STILE 2BY WOOD SUCKS AT MTG. STILE TYPICAL ANCHORS & INTERLOCK ENDS & AT ENDS SEE CNART SEE NOTE SHEET 1 SEE CHART IN CLUSTERS FOR -QUANTITIES: FOR QUANTITIES 18Y WOOD BUCKS AT MTG. STILE °•....a SEE NOTE SHEET 1 &INTERLOCK ENDS p0'E .. d . • ' SEE CHART -- ;.•a'''• -DISI .. ) FOR QUANTITIES � A • 1 EDGE' 1)I � . = mN N N N 9g ANCHOR TYPE A ARMOR TYPE A a ANCHOR TYPE 8 INTO 28Y WOOD BUCKS THRU 1BY WOOD BUCKS ' DIRECTLY INTO 3 KSI CONCRETE OR WOOD STRUCTURES INTO 3 KSI CONCRETE WOOD BUCKS AND METAL STRUCTURES NOT 8Y CGI WINODI'15 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE � - - - - AT READ- - - - - --I F- - - -AT JAMBS- A7- - - - - -� TYPE 'A'- 1 /4' DIA ULTRACON BY 'ELCO' (F-177 KSI, Fy-135 KM) TYPE 'A'- j/4" DIA ULTRAcoN BY 'ELCO(F-177 KSI, Fy-155 Km) THRU 18Y BUCKS INTO CONCRETE I INTO 25Y WOOD BUCKS OR WOOD STRUCTURES 1-1/4' MIN. EMBED INTO CONCRETE 1-3/8' MIN. PENETRATION INTO WOOD ' THRU 2BY DUCKS INTO CONCRETE I I THRU 16Y BUCKS INTO CONC. OR MASONRY I1, 1/2' MIN. EMBED INTO CONCRETE 1-1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- ,)/4' DIA. ULTRACON BY 'ELCO' (FU -177 KSL F1-155 KSI) I I TYPE 'e'- I/4' DIA ULTRAM BY 'ELCO' (FU -177 K% FY -155 KS) to 1 - DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY 1 2' MM. EMBED I I 1-1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- B14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) TYPE 'C'- 014 SMS OR SELF DRILLING SCREWS (GLADE 2 CRS) INTO MIAMI -DAD£ COUNTY APPROVED MULLIONS (1/8" THY. MIN.) I I INTO MIAMI -RADE COUNTY APPROVED MULLIONS (1/8" THK MIN.) INTO METAL STRUCTURES INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) 1 I STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK MIN. (6053-T5 MIN.) I ALUMINUM : 1/8" THK MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (11 IN CONTA ._ _ _ _ - - - _ .T- CT WITH ALUMIARIhODiDCB90ROA'1$61 OR PAINTED) L_ - _J - - - - - - a<.•OlnplyJlGwUk16UFIW1t16- -J DUTAHUSC4d¢ s - - - -AT SELL - - -- '�j ANCHOR EDGE DISTANCES AcoeptSnoO NO o TYPE 'B'- ,1/4' DLA n ACON BY ' O' (FU -177 KSI. Fy-155 KSI) I INTO CONCRETE OR MASONRY - 1' NUN' DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE - 1' MIN. D��k !At I 1-1/4" MIN. EMBED II INTO MLTAL STRUCTURE = 3/4' MIN. n2y1,�.w.�.-• T�„_� L- - - - - - - CONCRETE AT HEAD. SILL OR JAMBS f'o - 3000 PSI SILL RISERS C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. 5£E SHEETS 9, 9A, 11 & i to FOR DETAILS AND SHEET 7 FOR CAPACITY ANCHOR TYPE B ,,,_SEE ANCHOR TYPE B INSTALLATION CONDITIONS SHOWN APPLY TO CK SYSTEMS WRH i TYPICAL ANCHORS IN CLUSTERS AT MIG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES ANCHOR TYPE C INTO METAL STRUCTURES OR APPROVED MULLIONS i DESIGN LOAD CAPACITY - PSF (ANCHORS) PANEL WIDTH DR*= ODOR H=W 11 ANCHORS ANCHORS TYPE 'A' TYPE 'B' & CLUSTER OF CLUSTER OF 4 8 4 24-1/8 30-1/8 38-1/8 42-1/880.0 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 - 80.0 24-1/8 30-1/8 36-1/880.0 42-1/8 48-1/8 54-1/875.9 84 80.0 - 80.0 80.0 - 80.0 - 80.0 80.0 - - 80.0 80.0 - 80.0 80.0 80.0 24-t/8 30-1/8 36-1/8 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 87.5 80.0 80.0 DIRECTLY INTO 3 KSI CONCRETEDIRECTLY INTO 3 KSI CONCRETE BOTH 2 TRACK AND 3 IRA INTERPOLATION BETWEEN WIDTHS AND HEIGHTS ACCEPTABLE • • D• • • • • • • • • • STD. OR ALTERNATE FRAME HEAD AND SILL. •• • • • • �k THIS SIZE ONLY • •• • NOTE: USE CLUSTER OF 6 ::r ANCHOR CAPACITIES LISTED ON THIS FOR ANCHOR TYPE 8 :..:::::::.....:: :: • • • a SHEET TO BE USED IN CONJUNCTION 1 •° .x WITH GLASS CHARTS ON SHEET 7 fagr. 1Avao AT1UAo ' •' - •. ` a< "CIVIL • ` • '� • < • LOWER APPLICABLE VALUES CONTROL. FLA. PE y 70592 CAN. 3538 .'s n 1 1 • • TYPICAL. ANCHORS • a IN CLUSTERS • • �' -- NAL ASCHWIS • • 10 otos om • • • • • • • • • 3 TRACK SYSTEM SHOWN ALSO APPLICABLE TO 2 AND 4 TRACK FRAMES. PLEASE SEE FOLLOWING SHEETS FOR DETAILS. `"� ,' } No-MEIMLc/NO- KINKAGE AT MTG. STILE • -• • • AT9MTA SWE • • • • / "• MGM*o STRENGTH GROUT & INTERLOCK ENDS • • • & IN'ERLOCK ENDS • • CHART SEE CHART NOT 8Y "J.SEE MUST TRANSFER SHEARHEAR OR QUANTITIES FOR QUANTITIES LOADS TO STRUCTURE: ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • hawing no. W10-31 O o t SILL RISER ® ® ® E8 READ. FOR LOADS ABOVE }gp PSF 1 ® • • • • • 'D O ® ® I • •• • ••• ••• •4-4 •]IM: I , • i si. : f .••. e..I KSI4PONC • . • . . • • • . . • . .. •. • • • •• .• u Engr:, JA1AD AHUM CML FM PE 6 7QS82 CAM $938 • .•' ' .. " . x ; a. , } KSI CONC. i f EDGE •DIST.,' t .',• .: •I THREE (3) TRACK DOOR DETAILS ✓f biY, T Z I drawing no. W10-31 Em4ft, M z 8� n w o� DECORATIVE SILL COVER �a OPTIONAL 0 3 N in m �o 4 $� n WEEP SIZE 1/4" X 1/8" Q �ag REFER TO SHEET 8 FOR VARIOUS O0 4 � 3 INSTALLATION CONDITIONS. fll� OPTIONAL SLANT SILL ADAPTORS REVISED g •vllh tlio Fbdda 145 a t SILL RISER ® ® ® E8 READ. FOR LOADS ABOVE }gp PSF 1 ® • • • • • 'D O ® ® I • •• • ••• ••• •4-4 •]IM: I , • i si. : f .••. e..I KSI4PONC • . • . . • • • . . • . .. •. • • • •• .• u Engr:, JA1AD AHUM CML FM PE 6 7QS82 CAM $938 • .•' ' .. " . x ; a. , } KSI CONC. i f EDGE •DIST.,' t .',• .: •I THREE (3) TRACK DOOR DETAILS ✓f biY, T Z I drawing no. W10-31 M 8� n w DECORATIVE SILL COVER O N OPTIONAL 3 N in m 4 C3 3" zrzu! a O REVISED g •vllh tlio Fbdda O • No o8 � M�113 SIM RISERFOR+GO PSFS t SILL RISER ® ® ® E8 READ. FOR LOADS ABOVE }gp PSF 1 ® • • • • • 'D O ® ® I • •• • ••• ••• •4-4 •]IM: I , • i si. : f .••. e..I KSI4PONC • . • . . • • • . . • . .. •. • • • •• .• u Engr:, JA1AD AHUM CML FM PE 6 7QS82 CAM $938 • .•' ' .. " . x ; a. , } KSI CONC. i f EDGE •DIST.,' t .',• .: •I THREE (3) TRACK DOOR DETAILS ✓f biY, T Z I drawing no. W10-31 ANCHORS w PPER AWMRS • • • • ALTERNATE THREE (3) TRACK DOOR DETAILS • •• •• • • • •• •• ••• • • • ••• • • 'RSVL%W na wills ft vlodda SILL RISER REOD. FOR LOADS ABOVE +60 PSF Engr. JAVAD AHMAD cora. FIA. PE i 092 CAN. �3i6 el 2 RISER FOR LOADS E +60 PSF 7rc"ing no. 11 0-3111 Z o � d M � WEEP SIZE 37/4--X .3/16]- /16`REFER REFERTO •SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. DECORATIVE SILL y 0 ii OPTIONAL SLANT SILL ADAPTORS 'RSVL%W na wills ft vlodda SILL RISER REOD. FOR LOADS ABOVE +60 PSF Engr. JAVAD AHMAD cora. FIA. PE i 092 CAN. �3i6 el 2 RISER FOR LOADS E +60 PSF 7rc"ing no. 11 0-3111 M Ow DECORATIVE SILL 0 ii OPTIONAL jrC4o Tr NM Jn14 „,Zzgg QMJ 'RSVL%W na wills ft vlodda SILL RISER REOD. FOR LOADS ABOVE +60 PSF Engr. JAVAD AHMAD cora. FIA. PE i 092 CAN. �3i6 el 2 RISER FOR LOADS E +60 PSF 7rc"ing no. 11 0-3111 ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• 0 • 0 000 • • ANCHORS PANEL WIDTH STYPICAL EE EtEK FOR SPACING o © E8 01.0.O O O LOAD BEARING O SHM N15A 1 a 8 -----__--_- rr n •: O O ® O O a 3� M14A MtaA = _ _ _ _- SZ tltl E27 , E4 14 0•L•0• A m 1 D.L. OPG. EXTERIOR PANEL WIDTHODOOR ZIX6OR PANEL WIDTH 40 FRAME WIDTH LARGER WOOD BUCKS O 110 X 1-1/4" 55 PH SMS L 1 PER CUP C3 3i Z z 1/2" MAX. PANEL WIOTH 1/2" MAX. 1/4" MAX, {r g a_ V U p .F RM I= 8EAG SHIM D.L.O. LOAD BEARING #a X 3/4" SS FH SMS N2.1 LOAD BEARING in' k' O SHIM 1 PER CLIP N2 SHIM TYPICAL ANCHORS a TYPICAL ANCHORS ELEV— TYPICAL ANCH — — SEE ELEV. FOUR SPACING SEE _ _ _ _ _ _ FOR SPACING FOR SPA G a a c VI A PC d I a •. > METAL STRUCTURE • • • • •w • • •RIOR • • • ;, EXTERIOR W o FRAME WIDTH EXTE Engr. IAtm6 aiNaO DOOR Ctwl D �3L78 92 \ 2X8 OR LARGER W000 BUCK - w • • • • • • • • • '� • • OGO$ FRAME-MDTH PR UCT P"ISBD C • w • as I Ingg wt1U16e p(wLdO gCode�1 p ' n 8 6 WOOD STRUCTURE *06 e • • • • •• • • • • • • • Buildl C • • • Atte nw h,o ���.. � • • • C� Hoa v c� drawing no. W10-31 BvPN lldto`7'•�'' JJ ••i •• ••• ••• ••• ••• L • h�A1a Dc�,taoi THREE (3) TRACK DOOR DETAILS ✓l'� aheatlaofls ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• 0 • 0 000 • • �V v SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS of 3 ggZg EDGE OISf. 1 3/14" EOGE D15T. 0 7d' my e; ',ya . I • i '3 KSI CONC. N m a ',ya . I • I 3 KSI CONC. u. a� WEEP SIZE 1/4" X 1/8" p n (� O REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. G & a 126aa�Q3� ® �ZYfs� OPTIONAL SLANT SILL ADAPTORS II \ DECOPATNE n 4 SILL. COVER ur I I OPTIONAL 0 t ,: vc 4 11 � o D N m 06 � o � 03"'� z d J s d 0 1 SILL RISER E8.1 OPTIONAL FOR LOADS 4 +80 PSF E8 MSILL SER U u FOR LOADS 4 0 $ 18 T.. $ $ ® +60 PSF 8 II 2 • .p . iso E1 • • • o_ _ PRODUCTR13MED Ertgr: JAVrm NIAND ...... :..i :::. .: .' !' :'. ::. os oomplyn g wil6lhe Florida aHL a •::::: .. .. a BWding Codd ftA P.C. 970582 n . ... -.. .. ... ....: Aaeplonce Roi 'E [� CA4538 8 I n qqq • 1 f ' .� '� "� • !IIp1E4U.li9W `ALJ �t tCONC. n '• :' •:RBa� ' •. • < , • • • ... •• t 3 i' N0. drewlo ED(.'£ DIST. 3.3/4' • • EDGE D. • }./4 • • • M(my1�ANiuCt CgNlel -1/ �N• • • • f • uN' • SELO SHEET 8 FOR ANCHORS W10-311 SEE SHEET 8 FOR ANCHORS TWO 2 TRACK DOOR DETAILS H ,��� b 2 toa sheet � ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DV o SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS c z �Z � EOGE e,� • DIST. ',3p Al 1 3/4 .1 �?'':. , _� 3 K51 CONC. N EODE m� <; DIST. •,�a I � ': t _' 3161 CONC. 0 Fz W £ 3 1 Q, � � U WEEP SIZE 3/4" X 3/16" O n E31 �y REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. I�y�yr �< 1 1 , `+ � Oan7 g 1 2 ® OPTIONAL SLANT SILL ADAPTORS yy ® II m i I d i DECORATIVE SILL COVER T OPTIONAL g 25 Y.{ N r e4v� `I II I II` 5 Q0 p O "x ia = dN e O $�DVz 1y C3 III � I I , ' SILL RISER E8.1 OPTIOWd. FOR LOADS OVE +60 PSF F SILL EB READ q IFOR LOADS 11 v $ 1022 ® ABOV +60 FSF 1 61 • • ® .. y Q,.;gad awn a •• • • q 1 0 EI.1 •• • • • • • c _ ' •' PRODUCT as Cngrs JAVAD AHNAD RSVISED CIVIL O°mP1YWG ° 1u '::::::..'... '1:.. e nom., ... ............ ........... .. a a 3 KSI CONQ. n MEET 8 FOR ANCHORS • . ' .''�: • • s... ... •; ........ ..... ... ,j�: " •• i ..... ..... ... •: • • a DuOding • • • Titgrlra�ton 3 KSI•COyC.B • • • Y SEE SHEET 8 FORANCHORS wilq the I+Imide fUl PE 7.592 Codd CAN.. 1 . jSmto GyyrCe� _.6�+J0 at Cmshol n � ` :.:. EDGE DISL :.I , > ,• .. ,..� •t 3%4` . ' 8 . • '1.3% SEE uIN. NLN. ALTERNATE TWO (2) TRACK DOOR DETAILS sheetllAof 16 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS !A ^'V SEE ELEV. FOR SPACING W 0 #1AX. PANEL WIDTH 1 Z 1/2° LOAD BEARING SH 1 $10 X 1-1/4' SS PH SMS 1 PER ` H 1 PANEL WIDTH J 1 a. G D.L.O. D.L.O. M2 1d2) I PER CUP SS FH SMS 1 � q �p d(e O ILLai �Q�} IL� six, IS O • E9 E8 O.LO. EXTERIOR PANEL WIDTH � Ch � w DOOR FRAME WIDTH p 1BY WOOD BUCKS SEE NOTE SHEET 1 N o Z Z li a 1/2' MAX. LOAD eEAdNG K 1 L1 1/4" MNL SHIM PANEL WIDTH LOAD BEARING R V D'L'O' LOAD BEARMO MICAL ANCHORS ELEV. SHIM OR SPACING SHIM TYPICAL ANCHORS fSEE 0 SPACING TYPICALXE FOR S rE d tf 27 • • • • • • Ll METAL n W 4 O s • • • • • • t• _ : ,'• STRUCTURE /0— DOOR WIDTH EXTERIORDOOR WIDTH `"� Fsgr InvAHHAU WOOD BUCK • • PRODUCPRRVISED •• • ••• ea Amp s%%jotherlodde qC PE i 7M2•• R WOOD STRUCTURE SEE NOTE SHEET 1 • • • • •00 000 • • • R7Udd�gCode .. • • • • • IRwtcet�o ' ... • R�pLldoaDut9 . ,11+Z zYnsl�mt rArdHnca, G"S2 2 209 drawing no. W10-31 TWO (2) TRACK DOOR DETAILS (sheat 12 of 16 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C .. }.�::::: ::: 'I ::::::. a . :. : '.: :._�::: Qi.�.':..i�.. • • r • I.'� • ,W SCSI �N�. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REFER TO SHEET 8 FOR VARIOUS �M INSTALLATION CONDITIONS. C 8Q n WEEP SIZE ®) �b � � umlamy c nag naePiml No 3— �� t"ig � m� � �� 4rplmtlgn ata �T r P py .._.�`'YJ ` $ ii Miaa6l aciCelaro � - OPTIONAL o o� w SLANT SILL ADAPTORS DECORATNE SILL COVER 3 N M OPTIONAL on 3 M Zz� c Al � � O i II y s� nSQL RISM E8.1 REQ.. FOR LOADS € ABOVE +80 PSF 4 SU RISER E8 REQO. FOR ® ® � ABOVE +00 MF II E U 1 I p OAA ...... A WD a I....... CML m FIA PE pp 70592 n ' •SsK51�(�NC.. •<.. •I ' � CA.N. 7518 EDGE OIS`T. ' • AN� � 7i��i7 � � • ; drawing no. �: • _ w10-31 FOUR (4) TRACK DOOR DETAILS aheot12,1nt16 TYPICAL. ANCHORS FOR SPACING PANEL WIDTH a o LOAD BEAR © EB ING O S1aM U15A 1 �. 1 g 6o g • p a •. p . - �M14A M16A _ O n � N i5 'd n I a o� EXTERIOR �p DOOR FRAME WIDTH O #10 X 1—,/4" SSS � 1X8 OR LARGER WOOD BUCKS 1/2. 6AAX. 1/4' MAX N M LOAD�BEARI;NG] a8 X 3/4` SS FH SMS N21 LOAD BEARING O 3 M 1 PER Cl1P M2 SwKM Z Z TYPICAL ANCHORS p = 1/0 MAX. TYPICAL ANCHORS SEE ELEV. Lj LOAD BEARING n SEE, ELEV. a FOR SPACING Uzi. SHIM FOR SPACING O u II n a S tYPtcAt. aNc� Rs SEE FOR SP p p METAL o STRUCTURE •• - __ -- • ' p _ = e � co did • • • • W y v • •• • • • • ••• • • • • • • • EXTERIOR o MERIO�t m Erglr.-.KV.4D AIM a CML 1 DOOR FRAME WIDTH UcTpjp LSgD FLA. PE ! 70582 d • • • • • • tytagwllhth¢Piwlda • • • C.A.N.D538 • • • • • % • • • • • • • • `�` tenor Nt�J jj��±l: O 2X8 6R L • •ARGER WOOD BUCK • OR • • • • • • • • AaN �, -� drawing no. WINN D STRUCTURE Miam DudoProdastControf `--� &' wl 0-31 FOUR L4) TRACK DOOR DETAILS aheet12.2of16 000 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • POCKETED JAMB TYPICAL ANCHORS TYPE A. 8 OR C AT 6' 6FROM ENDS AND ' O.C. MAX 1-1/2' MIN. WOOD EMBED 1-1/4' MIN. BLOCK EMBED 1-3/4' MIN. CONC. EMBED 1/6'MIN. METAL THICKNESS V Wool) /// Fes-. 1' MIN. I EDGE DIST. POCKET CAVITY NOT BY CGI NOT PART OF THIS MM TO BE REVIEWED BY AHJ EXTERIOR TYPICAL PAD PILE INS ION LOCATION TYPICAL AT PANEL 4 CORNERS . . . . . . . . . . . .. .. . . . .. .. ... . . . 000 0 . Z Q 0ILO a alag Q4ia ffi2 4a �I 0alII0 o� drawing no. W10-31 4.735 070 JIM .847 ® FRAME HEAD (2 TRACK) 5.921 070 rK.847 1250 0 FRAME HEAD 4.735 5.921 j( .070 .azo y� 850 Sts 1.250 915 1250 e7 TOP/BOTTOM HORIZ SIA 3.000 r.070 E3•t ALT. FRAME HEAD (2 TRACK) 13• ALT. FRAME HEAD (3 TRACK) 1.490 '•415 .075 .075 2.005 2600 2.600 E6 MAIN STILE .640 .753 3.000 4.735 5.921 r.095 Et FRAME SILL (2 TRACK) y FRAME SILL (3 TRACK) 1.770 1.415 060 1.640 ALT. FRAME SILL OUTER TRACK ASTRAGAL STILE .0752.005 2.600 .920 ® INTERIOR INTERLOCK 1.188 5.921 11. ALT. FRAME SILL (3 TRICK) 1, .060 1.831 F -SD 00 3.000 ASTRAGAL STILE •• •• •• • • • • •• ® .EjcrElilOR-DIM�CR c4 • ••• • • •• •• • • • •• *,. .995 GLAZING BEAD IAM. GLASS ,soy ..725 .085 .664 ,25 OM2 FIX. PANEL CLIP .120 .070 1.388 .695 265 O SILL RISER (OPTIONAL) 3.788 .070 1.625 .582 L2.120 - POCKET HOOK 120 .9+695-�I •050 9 5 d 1.184 M GLAZING BEAD MUL LAM. CLASS t.tas 1 501 1 .156 3.000 EXTERIOR INTERLOCK (OPTIONAL .125 1 1.255 ASTRAGAL (OPTIONAL) 625 1.920 I{ 2.670 625- 510 25 510 SILL COVER(OPTIONAL7 1.825 1 1.s 1.870 • • : • • • 2.005 0 0E23 INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A VE HOR1Z 5 2 Hilt SILL RISER (OPTION DUCTREVISED immlvhm With Ore Florida o drawing no. W10-31 11 Nm 2.005 MAIN STILE (OPTIONAL) ff} cn o 3 �`J5 p �.000 � ai N N n m N 1.770 1.415 O M .060 � 3 � Zz� .00s -2.005- O INTERIOR INTERLOCK (OPTIONAL} INTERIOR 2 Hilt SILL RISER (OPTION DUCTREVISED immlvhm With Ore Florida o drawing no. W10-31 11 CODE PART Na DESCRIPTION MATERIAL MANUF. REMARKS E1 COI -183 FRAME SILL 2 TRACK 6063 -TB CGI EXTRUDER - E1.1 COI -150 ALT. FRAME SOL 2 TRACK 6063-16 CGI EXTRUDER - E2 CGI -151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - E3 CGI -186 FRAME HEAD 2 TRACK 6083-T6 CGI EXTRUDER - E3.1 CGI -152 ALT. FRAME HEAD 2 TRACK 6063-T6 CGI EXTRUDER - E4 CGI -153 EXTERIOR INTERLOCK 8063-78 Cal EXTRUDER- _ ES CGI -154 U�� 6083 -TB CIA EXTRUDER - E6 CG -185 _INTERIOR MAIN STILE —.... _. 6063-T6 CGI EXTRUDER - E7 CGI -156 TOP & BOTTOM HORIZ 6063-T6 CGI EXTRUDER - EB CGI -157 SILL RISER 8083-T6 CCI EXTRUDER - E8.1 CG -181 ALT. SILL R13ER(OPTIONAL) 6063-T8 CGI EXTRUDER - E9 CG -158 ASTRAGAL. 6083-T6 CG EXTRUDER - E10 CGI -159 INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8' 6063-T6 001 EXTRUDER - El l CGI -182 FRAME SOL 3 TRACK 6063-T6 CGI EXTRUDER - £11.1 1 CGI -160 ALT. FRAME SILL 3 TRACK 6063 -TS CGI EXTRUDER - CG-161 FRAME JAMB 3 TRACK 8083-T8 CG EXTRUDER - CG -185 FRAME HEAD 3 TRACK 6053 -TG CGI EXTRUDER - 1 CG -162 ALT. FRAME HEAD 3 TRACK 806.7-T6 CGI EXTRUDER - r CGI -168 OUTER -TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - CGI -170 POCKET HOOK 6063-T6 CGI EXTRUDER CGI -121 7/18" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER OGI-123 1' GLASS GLAZING BEAD 6063-T5 CG EXTRUDER - E18 C01 -153A EXTmm INTERLOCK (OPTIONAL) 6063-T6 CG EXTRUDER - ElS CGI -154A INTERIOR INTERLOCK (OPTIONAL) 6063-176 CGI EXTRUDER - E20 COI -155A MAIN STILE (OPTIONAL) 8063 -TS CG EXTRUDER - E21 CGI -156A TOP & BOTTOM HCRIZ (OPTIONAL) 8063-T6 CGI EXTRUDER - E22 CG -158A ASTRAGAL (OPTIONAL) 8083 -TS CG EXTRUDER - E23 CGI-16SA OUTER TRACK ASTRAGAL (OPTIONAL) 8083-T6 CGI EXTRUDER - E24 CG1-180 DECORATIVE SOL COVER (OPTIONAL) 6063-T6 CG EXTRUDER - E25 CC -184 2 & 3 TRACK FRAME SOL SCREW COVER 6063-T8 CGI EXTRUDER - E26 COI -187 2 & 3 TRACK FRAME HERO SCREW COVER 5063-T5 CGI EXTRUDER - E27 CGI -188 FRAME JAMB SCREW COVER (OPTIONAL) 6063-T5 CG EXTRUDER - E28 CGI -1028 FRAME HEAD 4 TRACK 6083-T6 CC EXTRUDER - E29 CGI -1029 FRAME SILL 4 TRACK 6063-T6 CG EXTRUDER - E30 CGI -1030 FRAME JAMB 4 TRACK 6053 -TB CGI EXTRUDER - MI CGI -382V GAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - - M2 CGI -171C FIXED PANEL CLIP (2-1/2' LANG) 6063-T5 - 2 0 FM PANEL M2.1 CGI -171 ALT. FOXED PANEL CLIP (2-1/2' LONG) 6063-T5 - 2 0 FIXED PANEL M3 COI -173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL M10 CGI -176 FRAME HEAD ANTO.IFT & PAD POLE W001/NYLON SULLIVAN 1 PER MTETiLOCK/ASTR. M11 W23201NG PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUIV. - M12 CG -177 PANEL TOP & BOTTOM OUST PILE WOOL/PVC SULLIVAN - M13 TA -51 ST/ST ROLLER ST/ST AMESBURY OR EQUN. 2 PER PANEL M14 SGO-500 MORTISE LOCK FjTjST • • • SIWVA 0 4PkCI­9,LO SGO-503 M14A PS01-0036-117 MORTISE LOCK • ST/ST 6 • INWAACKS• • AITAMM TO M16A M15 SGO-507 KEEPER 4TU1C • • • I 2 810X3/4 PH M15A SCO -507N KEEPER ZIRC • INTaItfiL9K5* • MST. W/ a 810X3/4" PH MIS SGD-503 RECESSED ADAPTOR ZINC SLMNAN IRSTA7 2 810X3/4° FH M16A PS01--0036-lt7 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 8toX3/4'tBPAT M17 SGD-6500 HANDLE SET ZINC SULLNM!/INTERLOCS - °a 001 M18 SM23WWH HANDLE SET OPTIONAL 2 • • 9ULLNAA • • • • AvM MIB SCS2000 SILPRUF SEALANT SIUCCWE • • Gfe • - • • M20 CG -177 PANEL TOP & BOTTOM DUST PILE Vic SELLMIN Ak E"- . JP PER PAIIEL• 11Y M21 CGI -174 HEAD AND SRL SMALL PILE PAD AB G+•EQUN. 1 WR I M22 CGI -175 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQU(V. S2 - 810 X 1 1/4' LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - -- 2 OR 3 PER CORNER • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 Q FRAME JAMB 0 FRAME JAMB (3 LEG OPTIONAL -1,750 .650 -7T .340 .080 L -1T 1.625 ALT. FIX. PANEL CUP s,0 _f.06D �u .260q z' a .640 FRAME HEAD COYER P Itc g .640 .344 .060 R A v 0 O� o Q FRAME SILL COYER d��Q1 jjj LL I SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) .243 --fLL 1.791 u ZINC RECESSED ADAPTOR (PART #SGO-503) (PS01-0036-117) ZINC HANDLE SET (PART SSM5500) & (PART #SM23OOWH) Q FRAME JAMB COYER o x a N o � m O ICFRRVISED fag: JAVAO AHMAO AgfiLgwiOr WV Florida CML FLA. PE B 70692 �NM$ n 0 m z 2! 1' Dido Praductcmdrol ��-, ,� U�� LOCK: LOCK SYSTEM BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT o r 03 m MAIN STILE AT 40' FROM BOTTOM o SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) °cam S ZINC RECESSED ADAPTOR (PART #SGO-503) (PS01-0036-117) ZINC HANDLE SET (PART SSM5500) & (PART #SM23OOWH) o x o ZINC KEEPER (PART SSGD-507) (PART #SGD-507N) ICFRRVISED fag: JAVAO AHMAO AgfiLgwiOr WV Florida CML FLA. PE B 70692 B— 5. NO 3- r D C.A.N. 3338 lou f n N3 1' Dido Praductcmdrol ��-, ,� drawing no. W10-31 Hi� 2.209E • •• •• • • • •• •• ••• • • • ••• • • �7.750060 3 .925 .857 1.250 !� r`. go8 ri O FRAME HEAD (4 TRACK) /, / a9 � a / Cr a aso O 2.600 z73o 0 E2e FRAME SILL (4 TRACK) a � A FMOCORN ER SHOWN 00 0 1.820 4 , 3Nn1 w M? 1.620 ZZ 0� [y 7.750.oeo 03O 1.620 .W5 1.620 /'] /I/' .625 $d O FRAME JAMB (4 TRACK) PROaDryUCiTRVIS.RD • f • • • •• • • • •• C� 08375 y/a"h a Inmida coN� mp 0 . 0 Erglr. MAO A MI $ • 0:0 • • • • CAN3538 Qg� M �, aj drawing n0. wi 0-31 • • • • • • . ]`2 Z 2�9�i FRAME BOTTOM CORNER 4 TRACK SHOWN - aheet15.1ot16 • •• •• • • • •• •• ••• • • • ••• • • %F�:V 8 O J i' o�ao 0 FRAME TOP CORNER FRAME TOP CORNER 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER w MITERED BEAD CORNER (TYPICAL) (n 00 3NM 0�Mw AgA 0 9 sa s2 • • • • • • • • • PANEL TOP/601TOM CORNER oC • • • • SQUARE BEAD CORNER (OPTIONAL) Eng,.YAO 7AMaCML 1 FtA� e �705g2 n • ••• •• • ••• aI yl • • • RRAME BDTT•M CORNERip 3wNh" Morwq ,t` FRAME BOTTOM CORNER • • • • �'. • • g din C dg t� 9 3 TRACK SHOWN •• • • • •2 >i "'•��• p� O • • i • •. • • • • • • 4IS NO p� i� 1= '011t drawing no. .. ' W1 0-31 it llamlDedoP�- • 'cl, sheat 16 of 16 • • • • • • • • • • 1%,11AMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADD•IINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) i-mv.miamidodLso.fe—co —no mv CGI Windows & Doors, Inc, 10100 N. W. 25:b 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 Count),) reseive 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 falls 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 11160 Sentinel" Aluminum Outswing glazed Doors w/wo Sidelites - LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev A, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru I 1 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation., dated 01-03-13 and last revised on JUL 31, 2013, Signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 1, single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly, 2. See glazing option in sheet 5 and locking hardware in sheet 9. LABELING: Each unit shall bear a permanent label with the manufactuuees name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bejn noh Dcan pP �... gse,.... 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 roa+isi mr chlgerini the .... • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an end'acM@Afnt of anyproduct,:W..: sales, advertising or any other purposes shall automatically terminate this NOA. Failure to Mly witludlij,*? tion $f •0 •0 . this NOA shall be cause for termination and removal of NOA. • 0000.. . .. 0 0 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Fld>id�, and ioICded by.tlle. expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done - in its entirety. • • :000:0 . 0 0 0 0. INSPECTION: A copy of this entire NOA shall be provided to the user by the mamufactu� dor its distri�ulors and � • • • • shall be available for inspection at the job site at the request of tile .e e Building Official, . • This NOA consists of this page 1 and evidence pages E-1 & E-2, as Nvell as approval document mentioned above. The submitted documentation was revietived by Ishaq L Chanda, P.E. NOA No. 13-0226.06 Expiration Date: August 08, 2018 Approval Date: August 08, 2013 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W13-01 Rev A, titled "Series 160 Sentinel 4utswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9. 1, prepared by Al-Farooq Corporation., dated 01-03-13 and last revised on RUL 31, 2013, 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(+50.0 PSF, sill S -I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sideiites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 02/11/13 and last revised on Jun 04, 2013, signed and sealed by Javad Ahmad, P.E. 3. Glazing complies w/ ASTME-1300-02 & -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 0 Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(1*) �ermer6..... Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlay;rWw.PET ppre., expiring on 12/11/18. 000.0• • 6• 6008•0 0000.. .88808 F. STATEMENTS • • • • '' " ' .. 0000 0000. 1. Statement letter of conformance to FBC 2010 and letter of no finamz �ma� Merest? prepared Fj • Al Farooq Corporation, dated 02/11/13, signed and sealed by Javac �t ,lad, P.V.;.. • 0 0 0 0.. 2. Lab compliance and addendum, letters, as part of the above referencadAvat reports" •6 . 0 0 . 0000.. 0000.. G. OTHER. . 0 ' 000.. .. . 0 000 0 0 1, Test proposal # 12-0553, dated 04/25/12 approved by RER. 6 • 00 haq I. Chanda, P.E. Product Control Examiner NOA No 13-0226.06 Expiration Date: August 08, 2018 Approval Date: August 08, 2013 E-1 37-1/4' DOOR FRAME WIDTH 2 ANCHORS 6' MAX. 3. TYPE 'A', 'S' OR 'C' A AT STILE ENDS CORNERS 1 1 it 1 fi I 1 a 'Q e m jj 1 � II \ n \ii I R 11 \ I u \ u ACTVE 23 12' m$ D.L. OPG. 2 ANCHORS TYPE 'Er AT STILE ENDS TYPICAL ELEVATION (%) DOOR OPTION DOORS LOAD CAPACPPY - PSF SINGLE DOORS (R) DOOR DIMS. LAM. or INSUL-LAN. FRAME I LEAF FRAME WIDTH WIDTH HEKiHT � _ c •��f''' • • 37-1/4' 3S' 98' •SSL"`i• • r i 1/2' DOUBLE (XX) 72' a8 �23WFALSE FRAME DOOR FRAME WIDTH I\ I 72' 38 98' 1 80 80 SEE CHART Fit QUANTITY SURFACE APPLIED TYPICAL ELEVATION AT STILE ENDS MUNTNS MAY BE USED CORNERS A .{Ip=ql}-� TYPICAL ELEVATION (%) DOOR OPTION DOORS LOAD CAPACPPY - PSF SINGLE DOORS (R) DOOR DIMS. LAM. or INSUL-LAN. FRAME I LEAF FRAME WIDTH WIDTH HEKiHT � _ c •��f''' • • 37-1/4' 3S' 98' •SSL"`i• • r i 1/2' DOUBLE (XX) DOOR DIMS IAM. or TN SSL -LAM. a8 �23WFALSE FRAME /I 1 I\ I 72' 38 98' 1 80 80 SURFACE APPLIED TYPICAL ELEVATION AT STILE ENDS MUNTNS MAY BE USED ( XX ) 1L. it I io eo LOCK OPTIONS I }ln�• z t� T o SEE SHEEP 9 1 ====EO✓( \` j .I A It / \ 1 =- \\ It I I ACTIVE INA fVE TYPICAL ELEVATION (%) DOOR OPTION DOORS LOAD CAPACPPY - PSF SINGLE DOORS (R) DOOR DIMS. LAM. or INSUL-LAN. FRAME I LEAF FRAME WIDTH WIDTH HEKiHT � _ c •��f''' • • 37-1/4' 3S' 98' •SSL"`i• • r i 1/2' DOUBLE (XX) DOOR DIMS IAM. or TN SSL -LAM. a8 �23WFALSE FRAME WIDTH WIOTN HEKRIT 72' 38 98' 1 80 80 SURFACE APPLIED TYPICAL ELEVATION AT STILE ENDS MUNTNS MAY BE USED ( XX ) DOORS LOAD CAPACITY - PSP DOUBLE (XX) DOOR DIMS IAM. or TN SSL -LAM. FRAME LEAF FRAME WIDTH WIOTN HEKRIT 72' 38 98' 1 80 80 N • • . • • • VERI� COMPUTJdOi YAFH OMO6S !IMITATIONS WHERE REQUIRED. •• ••• •• • • • •• NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING • • • • PERI OF WMICANE Xftr4r. • NOTE: • i i• i i •• i i GLASS CAPACITIES ON THIS SHEEN "E • • • • • • • • • • BASED ON ASTM E1300 -04(34J. GU�S}S) • • • • • • • • AND FLORIDA BUILDING COMMI• • • • DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAD ANCHORS AT STILE ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' 'B' •(,,• 1/4' 4 a 4 Afl W Y9WInQCoviqbo�kDtA{ Dit VS�,(O L7j ND hlbs P�odAM SERIES 160 SENTINEL ALUMINUM: OWSSYING DOOR Wj SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LRT£S CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. THE LOWEST VALUE FROM DOOR. SIDELITE OR MULLION CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN OMGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE DICI.UDNG HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BULLS 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 V7ALL 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 INCLUONG BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQLHREM84TS OF CURRENT FLORIDA BLDG. CODE SECTION 2003.8.4. DOOR D.L.O. DIMS. D.L.O. HEIGHT a FRAME HEIGHT - 12.875' D.L.O. WIDTH (X DOORS) FRAME WIDTH - 13.75" D.L.O. WIDTH (XX DOORS) a (FRAME WIDTH - 20/2 DODRS/SWEURES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 6C Z 6 0 0 ca " !rowing no. W13-01 37-1/4' 72' DOOR FRAME WIDTH DOOR FRAME WIDTH 2 ANCHORS SEE CHART FOR QUANTITYg' 3. TT LN S OR 'C' NRS AT STILE ENDS CORNETS Ih TYPICAL ELEVATION FOR 3 HINGE DOOR ( X ) O.L. ANCHOR TYPE v $ 231/2' 1 1\ 1 D.L. OPG. 2 ANCHORS V i/2' i __1Lf I N.1L- / ; 7 IIt II LOCK OPTIONS II/ 11 1 o / SEE SHEET 9 1 ' 1 O 11 ol � II II 1 1 r ACTIVE TYPICAL ELEVATION FOR 3 HINGE DOOR ( X ) O.L. ANCHOR TYPE v $ 231/2' i I 1\ 1 D.L. OPG. 2 ANCHORS V i/2' i TYPE AT STILE ENDS TYPICAL ELEVATION FOR 3 HINGE DOOR ( X ) HEAD ANCHORS AT STILE ENDS QUANTITY CHART O.L. ANCHOR TYPE SHIM 'A' I 'S, I C. i I 1\ 1 3/8' 8 B 8 i/2' i AT STILE ENDS MAY BE USED N.1L- / ; 7 II LOCK OPTIONS II/ s o / SEE SHEET 9 1 ' __ - -11 O 11 ol � \ 1 \ \ _ 1 I II II 1 1 ACTrvE t HEAD ANCHORS AT STILE ENDS QUANTITY CHART O.L. ANCHOR TYPE SHIM 'A' I 'S, I C. 1/4' 4 4 4 3/8' 8 B 8 i/2' 8 8 N FOR SPACING THAT EXCEEDS 21' ADD AN ADDITIONAL ANCHOR BETWEEN HINGES ON DOORS OVER 86' HIGH. N N _! 1 13 '} U 231/2' O.L. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION FOR 3 HINGE DOOR ( XX ) NOTE: SEE SHEET 1 FOR DOOR CAPACITIES •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• • ••• • •• • • • • • • • • • • • •• • • • • • • • • hAwpprair AaacamlAylas1rREOro FborWf W n z O O IL 111 VVV0 4� C112 drovring no. W13-01 144" MAX.ei (i i 37 1/8- 38- 72' 36' W r% SIDELITE WIDTH SIDELDE WIDTH DOOR FRAME WIDTH pE�E yylp SEE CHART FOR OUANTRY 3 HEAD ANCHORS 8" MAIL 8" MAX. AT STILEO MU1JUON ENDS —e.� QUANTITY CHART F g� a CORNERS F CORNHE-ADS F A �.N ANCHOR TYPE g 18 11 If 1 } f SWM 19 'S' IV '(Liju1 1 I\ 3/8" 8 B 8 I I V { I u u 1/2'r- / C -,!r- = rr-- 0 4T 4-011'1- LOCK ONS { / FASTENERS SAME LOCATIONS SEEN $ 9 ; v_yy ✓ AS ANCHORS SHOWN ON _ io J/ J -/ �� R , SHEETS 1 & 2 w m I II II • � � � 11 I I � }{ � g v \ I W tc ix I RV tl/jE N I I II II �NM ACTT E 1 I_ NACTIWE _ _ p g 31 1/8' 31 //8 23 I/2" 23 1/2' 31 1/8° D.L QPG. O.L. OPG. DL OPG. D.L. OPG. DL OPG. 0 DESIGN LOAD CAPACITY - PSF 4 ANCHORS SURFACE APPLIED FALSE MUNTINS SUIELDE APPLI SIDEUTE FRAME SCATIONARY PANEL (0) TYPICAL ELEVATION TYPICAL ELEVATION TYPE AND MAY BE USED WIDTH HEIGHT (SEE NOTE BELOW) MULUON ENDS INCHES INCHES EKT.(+) NT.(-) ( ° ( OXXO ) ��mm >�Wnthl 24 80.0 �.O SI ELITE OPTIONS tC o 30 a" 80.0 - 33 84 80.0 80.0 AatOttC/OMro! 38 80.0 80.0^'�-�--- 37-1/8 77.6 77.8 39 73.8 73.8 a} 42 88.8 88.8 • • • • • • • • • • • • SIDELTTE D.L.O. DIMS. 0 24 80.0 80.0 • • • • • • • • • D.LO. HdGHT FRAME HEIGHT - 12.875" 30 80.0 80.0 • • • • • • • • • D.L.O. WIDTH SIDEUTE WIDTH - 8" STAND ALONE SIDELTTE ONLY I c a • • • • • • • • • • • D.L.O. WIDTH n SIDEUTE WIDTH - 4.875 SIDEUTE TO DOOR ONLY 33 90 80A 80.0 • • • • • • • • • Q 38 80.0 80.0 • • i • • • • • • • • • E42, JAr Ax6ND , 37-1/8 77.8 77.8 FIA, PE B 70382 c 39 73.8 73.8 CAN. ai 24 80.0 SOA 1 000 • • • • • • • 30 80.0 SOA • • • • • • • • • 'b 33 98 mu SOA • • • • • • • • • • • • • • • • • • . JU - 2013 dowing no. 38 80A 80,0 • •• • • • • • • • • W13-01 37-1/8 77.8 77.8 • • • • • • sheet 3 of 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF SIOELOE WIDTH INCHES DOOR LEAF MOTH INCHES SIDEIM FRAME HEIGHT INCHES SIDELITE TO DOOR MULTION (SEE NOTE SELOIY) EXT.(+) W.(-) 24 30 33 36 37-1/8 39 42 1 35 84 1 80.0 80.0 BOA 80.0 80.0 80.0 80.0 80.0 77.6 77.6 73.8 73.8 68.6 68.6 24 30 33 36 37-1/8 39 35 90 80.0 80.0 80.0 SOA .80.0 a" 60.0 60.0 77.6 77.6 73A 73.8 24 30 33 38 37-1/8 3S 86 80.0 80.0 80.0 80.0 80.0 80.0 BOA 80.0 77.6 77.8 DOOR FRAME SIDELITE WIDTH WIDTH / R C BOORT DOOR DDDR euc conn rtc caeuc WIDTH I^`Wx)TH WIDTH ` WIDTH • • H J / / H J • • • /i •• • \ G Z zG J • • J \ TABLES CN SHEET 1. • • • \ • • / �• .••�� 2. SELECT LOWER OF SIDELOE•TC DOOR•BULUON • • • • • • • CAPACITY FROM TABLE ABOVE. •• BOORT DOOR DDDR euc conn rtc caeuc WIDTH I^`Wx)TH WIDTH ` WIDTH • • H J / / H J • • • • • • • •• • \ G Z zG 1. SELECT SINGLE OR DOUBLE DORS CARAQII' /ROM • • J • TABLES CN SHEET 1. • • • \ • • -C WIDTH w WIDTH ` WIDTH • • H J / E `C ••• ••• • • USE CHARTS AS FM WS. • • • • • • • • • • •• • /0 G Z zG 1. SELECT SINGLE OR DOUBLE DORS CARAQII' /ROM • • J • TABLES CN SHEET 1. • • • \ • • / �• .••�� 2. SELECT LOWER OF SIDELOE•TC DOOR•BULUON • • • • • • • CAPACITY FROM TABLE ABOVE. •• •• • • 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY tto � _� ) -- ( xox) - ox SMELRE DOOR FRAME SIDELRE DOOR FRAME SIDELITE WIDTH WIDTH MULLION Oxx DOOR STILE END ANCHORS XXO END ANCHORS SEE SHEET 3 SEE SHEET 1 SIDELITE TO DOOR • • • • H J / E `C ••• ••• • • USE CHARTS AS FM WS. • • • • • • • • • • •• • F,t P 39J8 Z zG 1. SELECT SINGLE OR DOUBLE DORS CARAQII' /ROM • • • • • • TABLES CN SHEET 1. • • • • • • • • �• .••�� 2. SELECT LOWER OF SIDELOE•TC DOOR•BULUON • • • • • • • MULLION Oxx DOOR STILE END ANCHORS XXO END ANCHORS SEE SHEET 3 SEE SHEET 1 SIDELITE TO DOOR • • • • INSTRUCTIONS: • • fill ••• ••• • • USE CHARTS AS FM WS. • • • • • • • • • • •• • F,t P 39J8 Z zG 1. SELECT SINGLE OR DOUBLE DORS CARAQII' /ROM • • • • • • TABLES CN SHEET 1. • • • • • • • • �• .••�� 2. SELECT LOWER OF SIDELOE•TC DOOR•BULUON • • • • • • • CAPACITY FROM TABLE ABOVE. •• •• • • 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY •• •• ••• TO ENTIRE SYSTEM. • • ••• • • .. . . . .. . . . . . . .. . • . . . . . • ••• • • • • ••• • • fill %E All, ` F,t P 39J8 Z zG O U o� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WIDTH WIDTH WIDTH i O fill %E All, ` F,t P 39J8 Z zG O U o� �IIPnmdas ao+npl wtl6 8tr Ev"Er"PNI'm ,'g$ II1L '2am 3 C 9� 8 a � el Of 0'4�j`0& IL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 < i O :ugr JAM AHHAD CNIL F,t P 39J8 Z zG O U o� �IIPnmdas ao+npl wtl6 8tr Ev"Er"PNI'm ,'g$ II1L '2am 3 d�1 opw �1f& . mi, NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 < i O :ugr JAM AHHAD CNIL F,t P 39J8 ,'g$ II1L '2am 3 d�1 sheet 4 of 11 ANN. GLASS 090 SAFLE7( PVB BY 'EASTMAN CHEMICAL CO.' 9NTERLAYERS M. SAfT.EX CP BY 'EASTMAN CHEMICAL CO.' .GID sENTRYGLAS BY lwPONr 3/ItY ANN. GLASS SILICONE DOW CORNING 995 DOW CONNING 899 HEAT STREN'O GLASS 000 SAFLEX PVB BY 'EASTMAN CHEMICAL CO.' INTER&AYERS .078 SAFLEX CP BY 'EASTMAN CHEMICAL CO.' .090 SENTRYGLAS BY 'DUPONT' \ C3/1W HEAT STREN'D GLASS SILICONE DOW CORNING 995 rCOW CORNING 899 {$u GE -1200 GE -1200 i \ t1j 1 � ! 7/10" LAM. GLASS 7/16" LAM. GLASS SIAZ- N_G OPTIONS •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• • • • • • • • • • • • •• • . • . • • • • ... . . . . ... . . . . . . . . . . . . . .. .. . . . •. .. ... . . . ... . . TEMPERED GLASS 3/8' AR SPACE 3/18 ANNEALED GLASS }r 090 SAFLEX PYB BY 'EASTMAN CHEMICAL CO.' INTERLAYERS L .075 SAFLEX CP BY 'EASTMAN CHEMICAL CO.' .090 SENTRYGIAS BY 'DUPONT' 3/15" HEAT STREMD GLASS SILICONE DOW CORNING 995 roaw CORNING 899 z i n � 4 1 I AIR SPACE CON09TING OF: \ / SPACER \ / ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS. 11 fed YiNmPbi lg-i{b tbl I" OVERALL WSUL. LAM. GLASS kq 3 b9trot Z C wig drawing no. W13-01 11 TYPICAL ANCHORS 113Y WOOD 8UCK EDGE OW. SEE ELEVATIONS j EDGEDIST. , SEE NOTE SHEET 1 FOR SPACING'- ° e . iIONt�FEdE- '. bCONCRETE' . I f .' F--1 Oi t I I 2i 12 ®� FRS OR NG I 13 SEE ELEVATIONS 28Y WOOD BUCK OR WRLICTURE SEOE� E SHEET 1 z TYPICAL ANCHORS J SEE ELEVATIONS FOR SPACING FOR SPACING Vii: WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE W- I/4' DIA. ULTRACON BY 'ELCO' (FU -177 KS, Fy-155 KSO INTO 28Y WOOD BUCKS OR WOOD STRUCTURES a 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) O THRU 1BY BUCKS INTO CONC. OR MASONRY W 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W i TYPE 'B'- .1/4" OLA. ULTRACON BY 'ELCO' (F-177 KS, FY -155 KSI) Jill DIRECTLY INTO CONC. OR MASONRY i 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) i� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'C'- 014 ST/ST SMS OR SELF DRILLING _SCREWS (FU=100 WA Fy=05 KS) 28 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. TTHK. = 1/8') INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) _ ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) B TYPICAL EDGE DISTANCE t I I INTO CONCRETE AND MASONRY = 2-1/2" MIN. /1 lyyi®j I INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. I i 2 12 • • • • • • • • • • • • • • CONCRETE AT HERO, SILL OR JAMBS Pc = 3000 PSI MIN. i i I • 1i • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. _ _ • 000 " • • • • • ANCHORS MAY BE HEX OR FLAT HEAD. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS2000 SILICONE SEALANT. DOOR DETAIIS MIAMI-OADE COUNTY APPROVED CUPPED MULLION SEE SEPARATE NDA Engram CNG. FIA. PE •1�_7am CAM. 9 4 93 �w proYedacaoA+ptylagwN61M mfa.wm ca14e,3 N - _n I o n drawing no. W13-01 •HSEE��' Aft&ORS • EDGE DIST. REVATIOI� • • • • • • RBR SPACNG • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS2000 SILICONE SEALANT. DOOR DETAIIS MIAMI-OADE COUNTY APPROVED CUPPED MULLION SEE SEPARATE NDA Engram CNG. FIA. PE •1�_7am CAM. 9 4 93 �w proYedacaoA+ptylagwN61M mfa.wm ca14e,3 N - _n I o n drawing no. W13-01 3/8' MAX. 1/2' MAX. SHIM © O SHIM 0 ,BY WOOD DUCK 2 . SEE NOTE SHEET I ACTIVE LEAF d O 21 TYPICAL ANCHORS a TYPICAL ANCHORS FOR ELEV, 6 SEE ELp a FOR SPACING ' 23 lu 7 ,5 7 18 25 O.L OPG. METAL zaA EXTERIOR y proYedafco• ylagwith0. STRUCTURE LEAF WIDTH �THDTT LOCK ➢bl'fOs�Dldy eQ¢ 3 ,,, SEE SHEET 9 DOOR FRAME WIDTH � QOw 1/2' MAX. a � �6 SHIM 'q�f xx cp I/2a '•' `+ E 3 POINT LOCK 2BY Y100D BUCK U) in O O SWITH DEAD EE SHEET 9�T OR CONCRETE . FLUSH SOLT SEE �� �ET , OR"+: z Pi MASONRYACTIVE LEAF INACTIVE LEAF (� �S OO _ TYPICAL ANCHORS • 22 24 IB V �i SEE ELEV ,9 G, FOR 9�AC9Y�i: 0 O� • .4 TYPICAL ANCHORS g :.•. 7 O.L OF'O. 7 7 7 � SPACING ,9 O.L.OPG EXTERIOR LEAF YADTH LEAF WIDTH • • • • DOOR FRAME WIDTH o • Eagr. JAVAD ARMAD CIVIL FLA. C.AIEl. ]538592 u . • • :0. • • • • • • • JU ,� • • • • • • • • • • Browing no. • •• • • • • • • *a • .•• •W13-01 DOOR DETAIIS sheat 7 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR SPACING EDGE DIST.,. • ' •n..' `QONCREk 1/2" MAX.• . SHIM CONCRETE•: MA MASONRY 4t• �.1 LTYPoCAL ANCHORS SEE EI.EY. ••• • • • • ••• • • FOR SPACING 9 • • • • • • • ••• • . . . • •• • • • • • • • •• •• • • • •• •• ii N 13 • •• • • • •• .. . ••• . • . . . . • • TAft ANCARS• • • • • • • EDGE DIST. • • SOI!ELEVATIONS• • • • FOR SPACING ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0 0 APPLY SEALANT BEFORE MATING NOTE: UMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8' SIDELITE DETAILS MATING JAMB FASTENERS FOR LOCATIONS SEE DOOR JAMB SPACING ON SHEETS t & 2 EXTERIOR MAX. DOUSE �TA1A➢ n86 Hlo 81177 11 Hi` H! Hill drawing no. W13-01 sheet 8 of 11 BILL OF MATERIALS EXTRUSIONS MISCELLANEQUS z a �$ F I) h S^ 7 A V K 4 Q 'NOTE M NLIMBERS B. 10 1 T�}�� O LOCKING HARDWARE g o � � of 03 ZZ� U$f� O SCREWS rnnr�na�t, Pia* BR PWaNwhE tM � o 14,n," F M • • •• . • • • • g< cm FTA PE J 7o5Da o moi} CAN. 3558 • •.• •• • ••• f 1 .O13 • • • • • • • • • • • • drowi ... . • W13--01 sheet 9 of 1 f ITEM 1 PARI Ro. BESCAIPTI@t NA7ElNAl IlAtdk'. REMA7d t CGI -I89 F9tAE fEAO ADO SILL 606:4-i6 CGI EXTRUOFR x CGI -1% FTIAtff 1NIB 6063-rb CGI EXTRUDER 3 CGI -i% SMITE HEAD ADO S[ll 6063-T6 CGI EXTRUDER 4 MI -197 FREE STAFIDOS SIOLUIE JNtB 6063-T6 CGI EXTRUDER S CGI -198 PNT1Mi 9➢ECIIE JNfB 6063-75 CGI EXTRII�R 5 CGI -I93 PANEL TOP ANO WT10X DAX. 6063-i5 CGI EtTRUOER T CGI -rot PANEL VERTICAL STILE 6063-T6 CGI EXIRU➢ER 9 [G[-199 SHEAR O.00X fA63-Tb CGI EXIRUL£R M CGF-roF FRAXC HGtO ANO sXl CREV LOVER 6663 -Fs CGI COMM 13 CGf-19x LRAXE HEAD ANO SRL SLN7TEX SGRV COVED 6063 -TS CW EXTRIDER ' 19 CG[ -121 7/16 GLASS fLAZMG BFAO 6963 -TS CW EXIRIlOER NA CGI-IP3 1' GLASS GLa2RG RAD 6063 -TS CGI EXTRUIER IS CGI -x00 SHEAR BltlpC PLATE 6%3 -Tb CW EXTENDER 16 CGI -195 kSTRaGAt 6063 -TS CGI EXTMOER IT V: PART Fio OESCRIPTDI7 N9TERFAL NAM% RFIIARXS CGI-4903PL 3 PINNT LDCK ASSENSLY (ACTIVE LEAF) CGI-d1ST11X I1SE0 DY ALL DPTIIRTS CGI -1209 iLUSfGaT ASSE�Y GNACTIVE I.fAF) CGI-CUSTLL4 USED BY ALL OPTIQiS OPT@! I 9455 PASS ACTIVE LEVER GH:TIVE L£N7 &LLDVIN FGAR 5455 fD ftOWT LEVER t07ACfIVE LFAfl BALOAl1R DPT]@ML 8231 OEAOBdi (ACTIVE LEAF? BALOYRI x4 OP7ffi'i 2 .ID60 OFADOILi !ACTIVE LEAF) DEXTER BY 971. V00. V/ !POI IATRN'AB [8 EOWV AO T64b05 ACTIVE LEVER (fCTIVE LEAK OEXfER By SIX HNdiE t4 f2' X 9.1 JIO T6Q60S OIRW'/ LEVER GNACIIVE LENT DEXTER IFI SUL OPTIONN. IIPTIDM 3 DB2/t0 OEADBd.I NCTIYE IFATI COPPER CREEK 1taGCR 9.PP20 ACTIVE LEVER WIVE LEJ61 COPPER CAEIX HMGE (4 12' X N BL22% 1XRXIY LEVER GHfti1VE LENT OPEN film0 Wil@7N. CW-3B2V tO.AZIAG � BIRB VRtYL tGl-CUSfOX P7 M7 16 f1tAY In�AC£➢ R00 - SECURED WITH 3/8' HEX NUi xQS PLATED al -s% saLv cavER 6663-rs wl EXTRUDER PART Fio OESCRIPTDI7 N9TERFAL NAM% RFIIARXS CGI-4903PL 3 PINNT LDCK ASSENSLY (ACTIVE LEAF) CGI-d1ST11X I1SE0 DY ALL DPTIIRTS CGI -1209 iLUSfGaT ASSE�Y GNACTIVE I.fAF) CGI-CUSTLL4 USED BY ALL OPTIQiS OPT@! I 9455 PASS ACTIVE LEVER GH:TIVE L£N7 &LLDVIN FGAR 5455 fD ftOWT LEVER t07ACfIVE LFAfl BALOAl1R DPT]@ML 8231 OEAOBdi (ACTIVE LEAF? BALOYRI x4 OP7ffi'i 2 .ID60 OFADOILi !ACTIVE LEAF) DEXTER BY 971. V00. V/ !POI IATRN'AB [8 EOWV AO T64b05 ACTIVE LEVER (fCTIVE LEAK OEXfER By SIX HNdiE t4 f2' X 9.1 JIO T6Q60S OIRW'/ LEVER GNACIIVE LENT DEXTER IFI SUL OPTIONN. IIPTIDM 3 DB2/t0 OEADBd.I NCTIYE IFATI COPPER CREEK 1taGCR 9.PP20 ACTIVE LEVER WIVE LEJ61 COPPER CAEIX HMGE (4 12' X N BL22% 1XRXIY LEVER GHfti1VE LENT OPEN film0 Wil@7N. I7EN X PART Na OLICR�TIfVI RENAVJIS to t I4 X 3/a• Ii% IR'M TEIGC - pLL1.mN aiTACk@fft1l . . 19 e b X 1/x' PAN Ip:AD SHS -ASTRAGAL AITACWXNT Ix' FR@I EHOS 20 A N X I W PH SRS - AtTANR.Y 3 PER C64HER ... . . . . ... . . 108 XC- 7 FRAIff fBAN AlIESBILRY 08 &� N6 32081 390 YGAY G4tlO:T FGAR at¢3•tH' % EGNV 23 . . . . Vim. uTRAFAB 64 EOUIV x4 � V3332UG 187X.500 FOTJt PILE V'SfRIPPOiG V00. V/ !POI IATRN'AB [8 EOWV 2.R N9 CH -0-9 HNdiE t4 f2' X 9.1 AWIIIMXI CGI-QISTmt 25M1 NIS IIEN t NGE PART Ro. OESCRIP11pN NAIERIAL Nla9t'. PI 108 XC- 7 FRAIff fBAN AlIESBILRY 08 &� N6 32081 390 YGAY G4tlO:T FGAR at¢3•tH' % EGNV 23 t• V3332WG 187x.320 VEAItX71STRIP PILE V/ CENTER fTN Vim. uTRAFAB 64 EOUIV x4 � V3332UG 187X.500 FOTJt PILE V'SfRIPPOiG V00. V/ !POI IATRN'AB [8 EOWV 2.R N9 CH -0-9 HNdiE t4 f2' X 9.1 AWIIIMXI CGI-QISTmt 25M1 NIS ADBOJ•IRh'0 iGNGE U 12' X 47 BRRSS 1taGCR MB Ntl ABBOD-US3 HMGE (4 12' X N S/S HAYdR ffi RI CW-3B2V tO.AZIAG � BIRB VRtYL tGl-CUSfOX P7 M7 16 f1tAY In�AC£➢ R00 - SECURED WITH 3/8' HEX NUi xQS PLATED 500 Assemhly F Shed • • • • • • •• ••• .• • ••• •• • • . • •• • •• • • • • • • • • • • •••• • • • • ••• • • • COl CUSTOM • • 3—POINT LOCK ••• • • • • ••• • • ••• • • • ••• • • ROt Fludb lip k�, oxIlrPNUS flas'" AcUWWr TOP SECTION SHOYBJ (BOTTOM SIMILAR) e FlushWts (Inoctrm Panel) Top & Bottom FIA. PE CAA 2013 mmdsscwmm ylag 4t61bi N Prod o, 6 ti q 0"NM� 0 Z Z li o21 FTotklt n_ x g$ o � i drawing no. W13--01 �^--3.825 .125 .750 1890 .100 Q DOOR FRAME HEAD/SILL .082 1.625 1887 t2 FRAME COVER Q TOP & BOTTOM RAIL 135.500 SILL COVER Y1.4j40 .465 1828 .075 • 4.495 OO HINGE & LOCK STILE 3 SIDELITE TOP & BOTTOM FRAME 17 SIDELITE JAMB COVER 185 .328 .135 .070 180 .185 .806 1.060 1.822 .1 t5 fe ASTRAGAL ADAPTER 0 ,6 SHEAR BLOCK SHEAR BLOCK PLATE �o DOOR FRAME JAMB SIDELITE FRAME JAMB .875 1.061 +#.Y 993 ,p6p • • • • • . • t.tea 1 • • • •• to t •'.� i �+ GLASS STOP (LAM. GLASS) 1.485 .120 00 ��a9 .. .. x,91 • • • 1 � • • • • • t 1.I84 SIDEUTE MATING JAMB GLASS STOP (INSUL. LAM. GU Po° 8 owmpgbikgMtbme M t//3 Wain P(Wad NO 0 IL a� $� n o 0 �a Oa ��g - 4 to 46110 o n drowm9 no. W13-01 • • • • • • • • • • Po° 8 owmpgbikgMtbme M t//3 Wain P(Wad NO 0 IL a� $� n o 0 �a Oa ��g - 4 to 46110 o n drowm9 no. W13-01 ••• • • • • ••• • • i ZO 20 20 ASSEIJSLY fASTENER3 TO 8E RLRTAILED LU i o M ASSEMBLY FASTENERS TO BE WSTALLED PRIOR TO JOINING MATWO JAMBS 4 PRIOR TO JOINRCG HATING 3 J F+ 1� •/ 3 I i LL�Ujs� O HOLE CAP-°� 1 = ACCESS HOLE � 2 i MAT6V0 JAMB I 1 � FASTENERS SEE SHEET B S ; S I 1 FOR OETAp. 2 1 ' I .C4 Z Z it DOOR FRAME TOP & BOTTOM CORNER SIDEUTE JAMB CORNER TOP & BOTTOM SQEUTE MATING JAMB CORNER TOP & BOTTOM u O 9 f get,Hte1na tGM IdL_tg C ppild�!7� �H 11 OPyfppo �/! Ca'dc1+Z Oio° e 1 0 00 0 04 41100 •• Engrs JAVAD 6 FC.APN .1a570SP2 0' n • •1lrT • • • • • • • • • • • • • • • • s drawing no. W13-01 LEAF TOP 8� 6Oto: �ORNER • • • • sheet 11 of f 1 go 00 i i ii••ii ••• 0 • i ••• • • MIAMI- MIAMI—DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy CGI Windows & Doors, Inc. 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. DESCRIPTION: Series "Clipped" Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -13A, titled Series "Mullion Elevations and Details", sheets 01 through 05 of 05, dated 11/25/95, with the latest revision "E" dated 12/21/11, prepared by Al— Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSELE 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. REVISION of this NOA shall be considered after a renewal application has been filed and. there hu 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 bean a-reyisionor change in the materials, use, and/ or manufacture of the product or process. Misuse of this N01 46S.an endor9b1nent of any product, for sales, advertising or any other purposes shall automatically termig4W.Ws NOA. Vailure to comply with any section of this NOA shall be cause for termination and removal of NAS • • • • • 1111.. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade , Florida# -and followed by the expiration date may be displayed in advertising literature. If any p8rt* * faf the )6 is . displayed, then it shall be done in its entirety. 0 0 • • • . • INSPECTION: A copy of this entire NOA shall be provided to the user by the.martufactur& yr -its distributors and shall be available for inspection at the job site at the request of the Building Official.0 • .. This NOA renews NOA No. 12-0221.10 and consists of this page 1 and evidence pages MI and E --2,.d well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-1220.15 CMIAMMMADE COUNTY1Expiration Date: March 28,2018 ...� r� Approval Date: February 28, 2013 2 Z ,1 Page 1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0331.07) 2. Drawing No. M95 -13A, titled Series "Mullion Elevations and Details", sheets 01 through 05 of 05, dated 11/25/95, with the latest revision "E" dated 12/21/11, prepared by Al-Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 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 along with marked --up drawings and installation diagram of casement windows mulled using a 1 "x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for specimen no.'s 1 and 2, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08-0331.07) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P. E. (Submitted under previous NOA No. 95-0929.39) 3. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshalj, P.E. (Submitted under previous NOA No. 93--0929.39)GO 0 • • . •.GO C. CALCULATIONS .00000 1. Anchor verification calculations and structural analysis, complyW with FBC' 2010, dated 02/10/12, prepared by Al-Farooq Corporation, signed and•sealed aix.10vad Ahmad, P. E. 0000 G .. •0 (Submitted under previous NOA No. 12-022130) .0-0000 0 .• • . D. QUALITY ASSURANCE GOOD:. 1. Miami -Dade Department of Regulatory and Economic Resources f�tFR • . D.. O• . Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.15 Expiration Date: March 28, 2018 Approval Date: February 28, 2013 E-1 *GOODS GOODS. • 00.00• • OOGO. D • •0000 OOGOOD -GOOD• O CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 12/07/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P. E. (Submitted under previous NOA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-0221.10, issued to CGI Windows & Doors for their Series "Clipped Aluminum Tube Mullion - L.M.I.", approved on 05/10/12 and expiring on 03/28/13. Do 0,0090 0000 8600 0 0 000060 9090 9 00* 00 0--: 0. 0 :00.0 - 0 0 v, 0 00 0 so :0000: :000:0 000900 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.15 Expiration Date: March 28, 2018 Approval Date: February 28, 2013 E-2 .A2S ?-ODD �z000� CLIP ANGLE 6063-T5 MULLION CLIP FOR 18Y TUBES CGI -363 6063-T6 (ALT. TO 2 PIECE CLIP) • ••• MULLION CLIP FOR 2BY TUBE e • • CGI -395 • • 6063-T6 • • (ALT. TO 2 PIECE CUP) 001 • MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). _INSTRUCTIONS ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL OF WARTSMD GRAPHS AS -FOLLOWS. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONLY. • • � DWERMNE*0IGN LOAD REQUIRED PER ASCE 7 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT • • FOB i/ ncuL�OPENING. COME INTO CONTACT WITH OTHER DISSIMILAR SER MATERIALS SHALL MEET THE Sof Ep 2 • USP D IE L PWM APPROVED GLAZING PRODUCTS MEETING �QUIREMENIS OF THE FLORIDA BLDG. C0� SECTION 2003.&4 4. • • • • ABOVE COAD REOUIREMENTS. Eng+: JAVAD AHMAD STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CIVIL APPAL FLA. PE 8570682 USING CRAPFf� ON $FLEET 2 SELECT MUWON SIZE WITH 'PRODl�1' CAN. P DESIGN FIR 4�tE gtAN DESIGN LOAD SPECIFIED ea Nmplyta@ 1N° l • • • (!I STEP t • • 8.udit cta=0& I d51NG� ANCHOR TYIES1N SHEETS 4 & 5, AND ANCHOR GRAPHS '4 �S dN SHEET •ELEVIT CHOR TYPE WITH DESIGN RATING ,. • • • ARE THAN &HE DEAN LOADS SPECIFIED IN STEP i ABOVE. $Y ^�� EC 1 ®2012 • no. • ••• • • • • • • • • • • • ••• • • • no. MI 11 1 TnAI 1 rIAri rUAMT MI 11 I TI"IAI 1 r1 AI'1 r•u ADT w 0 MI II 1 TnAI I nAn rUAOT MI II I TnAI I nAn ruAPT TRIBUTARY WIDTH - INCHES Mill I Tnnl i rTArl rUAC)T • I TRIBUTARY WIDTH - INCHES U Wi L-_W2cy V epi VERTICAL. ULUON0 GLAZING • GLAZING HDWZONTAL M ULl16N PRODUCE PRODUCT ICEi�a U Wi L-_W2cy V epi VERTICAL. ULUON0 GLAZING GLAZING GLAZING HDWZONTAL M ULl16N PRODUCE PRODUCT ICEi�a U Wi L-_W2cy V epi GLAZING ARCHES TO SE MSCPoBED INSIDE RECTANGULAR SHAPE 82<g Z R LQ' 1p` C 34 ,gqq HDWZONTAL M ULl16N � Z tb ICEi�a - '/PRODUCT GLAZING GLAZING PRODUCE PRODUCT m C] O I $� Ir MULLION SPAN _I z w s 0 `V y C4 y M 3C -417n TYPICAL MULLION ARRANGEMENTS `' 0 3 Z z z la - 0 30_ WIDTH (W) = WT 2 —1 C7 0 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) PgOIIL3=f•1�-Lam Engr. JAVAD AHMAO as ewuWYUUii -Ns3-Pkb CML U'edldiug roFLA. PE A 92 AxeFUa:'es T:a 12- O'SC.A.N.-9838 C coolved MULLIONS oEc >l ® M2 drawing no 0195-13A ,,... , ; . • . . , , . .. .. I googol E- �-- BIKINIS 9 IM milloom M1111111 logo III milloom INRININ11111 Non IIIIIIII IN11111111MI looloom 1113111111111Naomi looloom MIN211111111 smailloolloom '111112MI oil No 11111111s'- mosionglooloo 1201011 ON1110111111 150,1011 1111M 11,11 52,11SNUR gnomes, logo 91 ,,... , ; . • . . , , . .. .. ANCHORS TYPE 'A' ANCHORS TYPE 'BANCHORS TYPE 'C' �V i NW CK e '. 4LTRAOON de•CLACLUMODATE IP.ANGLE TO MASONRY O 1%ANGLE 1/4^ OULTRACON . o 2/ ANGLE 2 x 2 x 1/8^ 2 X 2 X ALUM ANGLE ^ ALUM ANGLE 4 ALUM ANGLE e g 2/ 1 14S.M.S. 24 ANGLE 8 3/ ANGLE - - - {•O7G a / 0. e ___ __ ___�___ __ •• '1/4` 0 ULTRACON n e a 2 38 MIN. EMBED C ai ----�___ __ ca [MULLION MUWON LON d e— — 3Z e e CONCRETE OR Q W ii i NASONRY BLOCKS O 1BY OR 28Y 4=4 28Y !N� WOOo BUCK 13 id MULLION d' MULLION 1 MULLION 2 X 2 X 1/8^ a 2 X 2 X 1/9` 2 X 2 x 1/8^a ALUM ALN% ALUM ANGLE ALUM ANGLE 3-5/a^ LONG p in 2-5/8^ LONG 2-5/8" LONG ---�------- —�-------In Ow z CO eZj N� —CVN i 8 51 O e.t 2 W g J N Z ZZL e I 1 1 - 1 • J O ._. m U��k 1.500 1.500 e I - - - 0 d MAx. C O I I � MUWON r t at pa $ 1 1 I 1 2 X2X 1/9^ I I ALUM ANGLE 11 c m $ C 6 14 S.M.S. o o r 2/ ANGLE •• a M H I I 1.500 I I• • • •yIN.•• 1• • • • • 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) WOOD BUCKS NOT BY C.G.I. • :! WSS ffi� ILL • • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES [ MUST SUSTAIN LOADS IMPOSED. � & • • • QFe M : • ♦• 1-3/8" MIN. PENETRATION INTO WOOD Yi PT=O�1CT IDm the Eng, JAVAO MMAO sell THRU 1BY BUCKS INTO CONC. OR MASONRY=Gmmdyb* elm FL 1-3/8" MIN, EMBED INTO CONC. •• • ps I`_ cAk9�92 a a e ••• 1-1/4" MIN. EMBED INTO MASONRY b .2' MIN` f' ;3 •• •• • : •• TYPICAL EDGE DISTANCE �p�plpaumC l o e • • e • • • • drawing no. e aREdA$r°GONG. � • �""�•"" • • • • INTO CONCRETE AND MASONRY 2-1/2" MIN. s ; a• :• �'3�uL ULT•nIED • • INTO WOOD STRUCTURE = 1" MIN. M95 -13A • • • 1/ AN EIMa�iEEDO INTO METAL STRUCTURE = 1/2* MIN. LjEC �t e�� sheet 4 of 5 w • • ••• i • i• • i i•• i•••• TO ANCHORS TYPE ' D' 4' 1/8- THK. (8083-T8) ALUM CHANNEL 3/4 X 1-3/4 X 3/4 X 1/8' LENGTH TO CLOSE RT M OE TUBE O J./ o I I I 3 � 3 q. I I 1 I-12 X 3/4' S.M.S. CONNECT PLATE TO CHANNEL pRODUCF RENEWED ea emnoyiog w8h the FW& 15 � el4odocl comm n�I FLA PE 9 70382 CAN. 5538 DEC 10 ALUM PLATE v> w a 2�z 0� MIN. i i • • • 5 • • • 00 • 0 'o so • a '• 4. eve.000 •• •• TUBE MULLION q d ' < PREAA$fdCONIC. 8 2' MIN. • • • • _ SILL • `DGE• • • Z1�� g F: C • 1/�44.� • • • gOP.ULTRZON• • • • THIS SCREW CAN BE I I I X 3/4 FH SMS INSTALLED IN EITHER I DIRECTION t�. • •• • • i .•. I • pRODUCF RENEWED ea emnoyiog w8h the FW& 15 � el4odocl comm n�I FLA PE 9 70382 CAN. 5538 DEC 10 4,U v> w a 2�z 0� 3 J tell r ��ryy P W 0 5 a lNV g 0 'o so ACCESS HOLE SEE CHAP FOR1/QUANTITIES TUBE MULLION O O 00naa ANCHOR NO. OF CHART SCREWS pRODUCF RENEWED ea emnoyiog w8h the FW& 15 � el4odocl comm n�I FLA PE 9 70382 CAN. 5538 DEC 10 4,U v> w a 2�z 0� 3 J r ��ryy P W 0 5 a lNV g ACCESS HOLE SEE CHAP FOR1/QUANTITIES TUBE MULLION O O 00naa ANCHOR NO. OF CHART SCREWS TYPE B 3 M Z1�� g F: C C 4 ______________ i-- _____________ —i Z QW� O THIS SCREW CAN BE I I I X 3/4 FH SMS INSTALLED IN EITHER I DIRECTION t�. 1 PER CLIP AT 1X2 & 1X3 MULLION11� I P 2 PER CLIP AT LARGER MULLIONS i � J�, I a I 1 A I O 1/8' THICK ALUM CHANNEL I MULLIONZ0Z j 18Y OR 2BY TUBES 48 CJ LENGTH TO FR SNUG I INTO MULLIONI Z O it @j N N I Q n W 3 N rn ANCHORS DETAIL #1 z � METAL TO METAL CONNECTION 0 $ - U�2 2 pRODUCF RENEWED ea emnoyiog w8h the FW& 15 � el4odocl comm n�I FLA PE 9 70382 CAN. 5538 DEC 10 FL # FL16708-R2 Application Type Revision Code Version 2010 Application Status Approved Comrnents Archived Product Manufacturer ]ELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Gary Rollinson fbcl@jeld-wen.com Technical Representative ]ELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer � Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE -73778 Quality Assurance Entity National Accreditation and Management Institute 000000 Quality Assurance Contract Expiration Date 01/10/2018 ' ' "• • • • •' • • Validated By Locke Bowden ' • • • • •• Validation Checklist - Hardcopy Recel'ed:' • • • 0 0 0 0 0 0 • 04,0006 0 0 • •0000 Certificate of Independence FL16708 R2 COI COI 7eld Wen SS 2014•od • • • 0 0000 • 4, • 0000 0000 4,0•00 •4,••4,• • •• •4,4,4,4, Referenced Standard and Year (of Standard) ' 0 Y ' ' St Standard •• •• atr x•4,4,• •4,4,4,•• TAS 201 000000 1994 • •' TAS 202 • • • 1990 0 • • • 000000 TAS 203 199:0 • • • • 0 0 0 0 • • • •04,4,6• a 000 Equivalence of Product Standards 0.0 • Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/08/2014 Date Validated 07/09/2014 Date Pending FBC Approval 07/09/2014 Date Approved 08/25/2014 Summary of Products FL # Model, Number or Name Description 16708.1 Design Pro/ Smooth Pro Single (X) Impact Opaque Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R2 II A010871A.odf Approved for use outside HVHZ: Yes Verified By: Hennes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing FL16708 R2 AE PER2766.Ddf Created by Independent Third Party: Yes 16708.2 Design Pro/ Smooth Pro Single (X) Impact Glazed Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R2 II A010872A.ndf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: 3-04-8 and 3-Ox8-0 Inswing and Outswing FL16708 R2 AE PER2767.Ddf Created by Independent Third Party: Yes 16708.3 Design Pro/ Smooth Pro Double (XX) Impact Opaque Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL16708 R2 II A010873A.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. 6-0-Ox6-8 and 6-0x8-0 Inswing and Outswing EL16708 R2 AE PER2768.Ddf Created by Independent Third Party: Yes 16708.4 Design Pro/ Smooth Pro Double (XX) Impact Glazed Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL16708 R2 II A010874A.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: 6-0-04-8 and 6-0x8-0 Inswing and Outswing FL16708 R2 AE PER2769.Ddf Created by Independent Third Party: Yes 16708.5 Design Pro/ Smooth Pro Single with side lite(s) (X,O/ O,X/ O,X,O) Impact Opaque Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL16708 R2 II A010875A.pdf Approved for use outside HVHZ: Yes Verified By: Hennes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: 9-0-0x6-8 and 9-Ox8-0 Inswing and Outswing FL16708 R2 AE PER2770.odf 0000 Created by Independent Third Party: Yes ' ••••' ••••• 16708.6 Design Pro/ Smooth Pro Single with side lite(s) (X,O/.O V�g,.X,O) Injad-t *ed Fiberplla:: Door • Limits of Use Installation Instructions 008 • 00 00 • Approved for use In HVHZ: Yes FL16708 R2 II A010876A.DrJ • • • Approved for use outside HVHZ: Yes Verified By: Hermes F. Norerd!, I'M 73778 0000 00000 Impact Resistant: Yes Created by Independent Th" Psriy�: Yes • • • 00009 Design Pressure: N/A Evaluation Reports • •• • • • ' • • •• 00008 Other: 9-0-04-8 and 9-0x8-0 Inswing and Outswing FLIG708 R2 AE PER2771.odf • Created by Independent Th" pgrtt: Yes ' • • ••••� 16708.7 Design Pro/ Smooth Pro Double with side lite(s) (XX,!/ Om O,XX,A) Impact Opagee Fiberglass Door .. . . 000 ;"" Limits of Use Installation Instructions • • • Approved for use in HVHZ: Yes FL16708 R2 II A010877A.Ddf Approved for use outside HVHZ: Yes Verified By: Hennes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: 12-0-04-8 and 12-0x8-0 Inswing and Outswing FL16708 R2 AE PER2772.odf Created by Independent Third Party: Yes 16708.8 Design Pro/ Smooth Pro Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Impact Glazed Fiberglass Door I Limits of use Installation Instructions Approved for use In HVHZ: Yes FL16708 R2 II A010878A.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Clutswing FL16708 R2 AE PER2773.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not went your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: M 99 IM �� f'sTCr 0000 • • 0000 0000•• 0000•• • •• 0000•• • 0000•• • • • 0000•• 00000000 • • 0000 0000 00•00 0000•• • •• 0000• •• •• ••0• 0000•• • 0000•• • • • • • • 0000•• 0000•• • • • 0000•• JKb"OKN. DESIGN PRO /SMOOTH PRO IMPACT APPROVED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPAR RESISTANCE. S. 6 -PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIFIED. 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.7S PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO - OH LENGTH: OH HEIGHT IS 21.0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/2- I fm-( /2" L(7 Z �%to �M I 3 O N N w 1 $ F W $ L9C6 a 9 O 3 �'t s 9 ACTI Z $ 09 � $ nIrT TYP. ELEVATION 1 1 s'-e-000Rxmrt PREPARED BY: /Z BUILDING DROPS, INC. 398EaAMAeEA[HBrYa..SR m 01WWUAMR33000 PIL (Wi01399 -n FAC WA)l ar3s svre:.• " 11111,1111— as 6 371/2" MAX. WIDTH O.A. 1 •• •••T LE FC • •• SHEET REVISION • • •• • •SHIETDES(SUPTION 1 A • TWICP& EUIVAWNIR DENIGMPRESSUIDES, AND GENERAL NOTES 2 A TYPICAL ANCHOR LAYOUTS AND NOTES 3 - OPTIONAL 2X BUCK ANCHORING DETAILS 4 A • • • • • • • VERTIC4 "EMBIWS 5 A • • J)RIZONTA4A§SEjBLgS 6 A •• • • • • • •WEO U • 7 A • • • • • • CONCRETESUBSTRARES 8 A COMPONENTS & BILL OF MATERIALS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/2- I fm-( /2" L(7 Z �%to �M I 3 O N N w 1 $ F W $ L9C6 a 9 O 3 �'t s 9 ACTI Z $ 09 � $ nIrT TYP. ELEVATION 1 1 s'-e-000Rxmrt PREPARED BY: /Z BUILDING DROPS, INC. 398EaAMAeEA[HBrYa..SR m 01WWUAMR33000 PIL (Wi01399 -n FAC WA)l ar3s svre:.• " 11111,1111— as 6 371/2" MAX. WIDTH O.A. 1 Ln Z'Slo- a0 NZ " $ p a�� � W J 0 go \Q 0 W x l7 ~s $ z CL 2 Q > Z 0o io L7 O l7 J Q ;yo New 1a N W JQ W °a z 5 34 5 0 ACTIVE _ 3 L OZ� rl/ T1 2 TYP. ELEVATION 2 8'0 DDDR Man NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. MAX- OVERALL I DESIGN PRESSURE (PSF) NOMINAL SIZE MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDTH HEIGHT RATING POS. NEG. #50-50 EG. X 3'-0" 61-W 65• 65 5 UMI & SMI X 3'-0" 81-0" 50' 50 LMI & SMI 'SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS. I!Add ADAFIII,MuW-Polm Lack IGL06/231141 *7 Fear aaT.OIPyilgry�lp0a Ra xn>a IgRally signed by Hennes F. Norero, P ason: I am approving this document ate: 2014.07.06 093423 -WW DATE: 02.05.14 SCALE: NTS DWG. #: AM nR71 A 1 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHOR TABLE PREPARED BY: 6'S° DOORS 8'0° DOORS ANCHOR TYPE ANCHOR SIZE SUBSTRATE MIN. EMBEDMENT MIN.EDGE DISTANCE MAX. O.C. MAX O.C. ssa c DAwnsFAw elw.sre. �e OANN P.FAC11, 83300! SPAaNGAT SPACINGAT Px: (ssa)3ssama JAMBS JAMBS WOOD SCREW #10 2X WOOD BUCK 1-1/2° 3/4° 17-1/2- 17-1/4• O.A. WIDTH ORFRAMING [TW TAPCON 3/16" CONCRETE/CMU 11/4° 11/2° 17-1/2° 17-1/4° ELCO ULTRACON 1/4° CONCRETE/CMU 1-3/8°-CONC 1 -1/4° -CMU P 17-1/2° 17-2/4° TTW TAPCON 3/16° CONC U 14-3/8° ° •ETE/C •1-144° *1" • • 010° w • • • • • • • • • 2-#9X21/2°PFH • • • • • • • • • • SCREWS DETAIL D2 22 23 2- #9 X 212° PFH TYP. HOPPE PFH 4,00 060 • • • • •MULTI -POINT SHOOT BOLT • • • • • • PLATE LOCATION DETAIL BeW. • • • • • • • CRH PIATE SHOWN) • D2TYP. HOPTOAg1NOT • • • • • • MULTI -POINT SH(m VOLT • gOLTPIATE• • • • PLATE LOCATION HOPPE #2098911 - SILL SECTION VIEW C HEAD SECTION VIEW a2w _nrm_ui smmnR msn_SRT!n#unmxawmAc • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 PREPARED BY: BUILDING DROPS, INC. ssa c DAwnsFAw elw.sre. �e OANN P.FAC11, 83300! Px: (ssa)3ssama FAM: P.641190.4T18 371/2° MAX O.A. WIDTH ° TYP. W A A 0 �$N O Z `° o c� I® ao Z ° Qg w 0� H C0 = a� a cc ��tD� -;c O O h Za e ® ?i zLL z Z z O Z a 30 h O Z x a W 0 W Q J C O vu'i vWi L a REMIARKS BY DA F to —_ IAM ADA SfII. Muhl -Point Lock GL /2 P.OR LAYOUT s.e-®sem troo3 xumtr NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. F►1101,,,,, 7 DATE: 02.05.14 GLjTJM SS�AASS SCALE: NTS DWG. #: Ani OR71 A 6 11 INTERIOR EXTERIOR 1 OPERABLE HEAD 4 OLITSWINGSHOWN - INSWING SIMI]AR INTERIOR EXTERIOR 10 5 OPERABLE ADA SILL 4 INSWING/OUTSWING ENDURA HCISOOO 11 • • I�JPfl • • • E%jLNOR 0 • ••• •• • ••• • OFIERMCE SILL• -s— •—• U WI G •• s • • • • • OP�•ONALAiCOA-117 • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 3 OPERABLE SILL 4 INSWING E IDURA ZAIL4565F a � F' r �• I 6 OPERABLE SILL 4INSWING AFCO A -276/P-2000 g OPERABLE SILL 4 OUTSWING OPTIONAL ENDURA ZOBL4565F 11 INTERIOR / EXTERIOR -1" 4 OPERABLE SILL 4 OUTSWING AFCO 1-2297 11 7 INTERIOR EXTERIOR 0 7 OPERABLE SILL 4 OU73MNG OPTIONAL AFCO H-497 PREPARED BY: 1 BUILDING DROPS, INC. Rse c OAMA6EA01 aLw,s]e. ve oAwa RFA61, nalwa vtw msal:RSPaoE]e FAL 195R)]40.4T5a Y(E6 r�rJaRob�dEvpSmm LAW ADA sill. Multi -Pant Lock I GLRRii131141 DATE: SCALE: DWG. M SHEET: T Oi RUADnm DROPS. RRL �, OROTHER SFARE EIOT PEhMrtEDAtID '%J11111111,�T'' I I O C mono O Q 2 J W J C C m y LL O UJ L a Y a za O _ ~ rr o a Lu � ao LAW ADA sill. Multi -Pant Lock I GLRRii131141 DATE: SCALE: DWG. M SHEET: T Oi RUADnm DROPS. RRL �, OROTHER SFARE EIOT PEhMrtEDAtID '%J11111111,�T'' I I INTERIOR EXTERIOR 1 LOCK JAMB 5 OUTSWINGSHOWN - INSWING SIMILAR 9 - #9 X 13/4' PFH 8-#9X21/2-PFH W/ HARDWARE W/ STRIKE HARDWARE (6'-8" & 8'-0' UNITS) 4• MPL STRIKE PLATES 20 EXTERIOR HINGE SCHEDULE DOOR HEIGHT QUANTITY 6'-8" 3 8'-0' 4 INTERIOR 1- #9 X 2-1/2' PHILUPS FLATHEAD WOOD SCREW \' 3-#9 X 3/4" PHILLIPS FLATHEAD WOOD SCREWS EXTERIOR � 4- #9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4" LENGTH FOR 6'-8" DOORS USE 1" LENGTH FOR 8'-0" DOORS 3 HINGE JAMB 5 OUTSWING SHOWN - INSWING SIMILAR 3-#8X2'PFH HINGE DETAILAT JAMB: PLACE #9 X 2-1/2' PFH SCREW NEXT TO WEATHERSTRIP 13 - #8 X 13/8' PFH (6'-8- UNITS) W/ STRIKE HARDWARE �C #8 X 13/8" PFH RE UNITS) 1-MPL STRIKE PLATE COMES W(HARDWARE EXTERIOR n 1D INTERIOR o 7LINTEWR •• • • • • ••• • 5 ROCKWELL L61fK)%MB 5 HOPPE MULTI -POINT LOCK JAMB OUTSWINGSHOWN - INSWING SIMILAR 5 OUTSWINGSHOWN -INSWINGSIMILAR .. . ....... .. • •• • • • • • • • • . ..... . ... . ••.... . .... ... • • 0 ... . . 4 - #8 X 13/8" PFH 1- REINFORCEMENT PLATE HOPPE#2512296 6 HOPPE MULTI -POINT LOCK 5 TOP REINFORCEMENT PLATE -ACTIVE PANEL ONLY PREPARED BY: ni BUILDING DROPS, INC. MEDAWASEA BLVD»MM DAmAaeaa,n3taoa M. 4)3es- n M(M)7"4M WEB:awM.laBAgdoW,mm ¢� C w ao m �Od o = O¢ Lu �a m� \Q Q J a¢ CL Z Z �? O Wa Q 0 c =63 s 0 a [Add ADA sill, Moid-Point lock I GLPW23/141 DATE: 02.05.14 DWG. Y:CHK. Y: G 1M SS MSS SCALE: NTS DWG. #: A010871A SHEET: OF 8 5 MIN. EDGE DIST. SEE TABLE SHEET 2 FNF W W 2X WOOD BUCK 2¢ f N WOOD ANCHOR SEE TABLE ON SHEET 2 1 HEAD (TYPICAL) 6 OUTSWING SHOWN - INSWING SIMILAR 4 OPERABLE SILL 6 OUTSWING - NO ANCHOR REQUIRED AFCO J-2297 SILICONE • • • • • • 2X WOOD BUCK PERABLE SILL • • • OILSWING• NO ANCHOR RiQUIRED• • • • • AFRO A-117 • • • •• • • • • • • • • • • • •• • • • • • • • • p OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. • • • • • • • • • • ••• • • • ••• • • PREPARED BY: 2X WOOD BUCK Q BUC. ILDING SEACH M,,MM u uwzi wwAaFacwa53aw WOOD ANCHOR P"'�0139F80� o / SEE TABLE ON SHEET 2 weaRvwar�Olmm w� SILICONE / pp pp O i N O F0 Ix ap N d I.z Lu W MAX. ZX WOOD BUCK O 2:Q x SHIM C m Y MIN. EMBED. Cm SEE TABLE SHEET 2 =) 2 JAMB (TYPICAL) 3 OPERABLE SILL o Zo 6 OUTSWING SHOWN -INSWING SIMILAR 6 INSWING- NO ANCHOR REQUIRED p 0 ENDURA ZAIL4565F s SIUCONE `A J SILICONE t - 2X WOOD BUCK 2X WOOD BUCK REMARKS BY DA tl ADA 90, Muki-Point tock GL /2 6 OPERABLE SILL 7 OPERABLE SILL MARgNGi T0116S OOGA4A. NQ n°tPWAII®MID 6 INSWING- NO ANCHOR REQUIRED 6 OUTSWING- NO ANCHOR REQUIRED �ILllllll/JJJ� AFCO A -276/P-2000 AFCO H-497 �0 TT ��i lC xieLmemabAo (jam �� SIUCONE SILICONE 1p�M `�t��` Fme cif di x�sie 2X WOOD BUCK ZX WOOD BUCK DATE: 02.05.14 DWG. Y CHK. Y: g OPERABLE SILL 1 OPERABLE ADA SILL GMM ss MSS 6 OUTSWING -NOANCHOR REQUIRED6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS ENDURA ZOBL4565F ENDURA HCISDW DWG. k:A010871A 1 HEAD (TYPICAL) OUTSWINGSHOWN- INSWINGSIMILAR flffhr73—� SILICONE MASONRY BY 0I.T115 4 OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED ���JJ/ AFCO J-2297 SILICONE d d p d . • . • • t. • •NycETE/ AS • a • • o R • NgI Y • • • • • • • • IW OTH 1% •• OPERABLESILt • •• 7J OUTSWING-NOANCHORREQUIRED AFCO A-117 MIN. SEE TABLE ON SHEET 2 ���� Wcc EDGE DIST. � �u SEE TABLE SHEET 2 . •• • • • • • • • uWzi zow • •• • • • • • • • • ••• • • • • • G tz N mT„ CONCRETE/ EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. MASONRY z a BY OTHERS 1X WOOD BUCK (OPTIONAL) ' CONCRETE ANCHOR SEE TABLE ON SHEET 2 ,,,,,,, �•„o, 1 HEAD (TYPICAL) OUTSWINGSHOWN- INSWINGSIMILAR flffhr73—� SILICONE MASONRY BY 0I.T115 4 OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED ���JJ/ AFCO J-2297 SILICONE d d p d . • . • • t. • •NycETE/ AS • a • • o R • NgI Y • • • • • • • • IW OTH 1% •• OPERABLESILt • •• 7J OUTSWING-NOANCHORREQUIRED AFCO A-117 ••• • • • ••• • • WOOD BUCK (OPTIONAL) CONCRETE ANCHOR I' D SILICONE � SEE TABLE ON SHEET 2 ���� Wcc i $ � CONCRETE/ �G MASONRY BY OTHERS •• • • • • • • • • • • • •• • • • • • • • • ••• • • • • • E> OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ••• • • • ••• • • WOOD BUCK (OPTIONAL) CONCRETE ANCHOR I' D SILICONE � SEE TABLE ON SHEET 2 ���� Wcc i $ � CONCRETE/ �G MASONRY BY OTHERS 25 --hi---- MAX. SHIM `CONCRETE/MASONRY BY OTHERS SEE TABLE SHEET 2 2 JAMB (TYPICAL) 7 OUTSWINGSHOWN- INSWINGSIMILAR 6 OPERABLE SILL 7 INSWING - NO ANCHOR REQUIRED AFCO A -276/P-2000 7 OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED ENDURAZOBL4565F SILICONE• ■ MASONRY BY OTHERS 3 OPERABLE SILL 7 INSWING - NO ANCHOR REQUIRED ENDURA ZAIL4565F 6 SILICONE .d d o a O _ CONCRETE/ MASONRY BY OTHERS OPERABLE SILL 7 OUTSWING - NO ANCHOR REQUIRED AFCO H-497 SILICONE L-4 d d G - CONCRETE/ MASONRY BY OTHERS OPERABLE SILL 7 UTSWING/INSWING-NO ANCHOR REQUIRED ENDURA HCI5000 ADA PREPARED BY: ni BUILDING DROPS, INC. ase c o4wASFao, eLw., s1c aFe conA nFaa,n3eosa n{: tssal3sse4�e F4A (954)746.4T38 W FB: rrw.hWkiMgd�•pscmn 9Add ADAs111.MuRl-Poht Lock IGLPS/23/141 FIJJO����i DATE: 02.05.14 1 I SCALE: NTS I DWG. 4: Am nR71 A 7 m d Wcc i $ Q m �G as g w tz w A U 8 0 U o A Ws f= r 9Add ADAs111.MuRl-Poht Lock IGLPS/23/141 FIJJO����i DATE: 02.05.14 1 I SCALE: NTS I DWG. 4: Am nR71 A 7 20 ROCKWELL MULT-POINT LOCK OFRAME HEAD/JAMBS O ENDURA ZAIL4565F O AFCO 1-2297 VARIES, SEE BOM AT LEFT THRESHOLD THRESHOLD �-- /i��/�i j/ / •: : • • • • • • • O T-�• • •: : • • : r • i �-- -� 4.563.• • • • • • • • • a56' 5.62° HOPPE MULT-POINT LOCK BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL 1 FRAME HEAD/JAMBS FINGER -JOINTED PINE SOLID PINE LAMINATED VENEER LUMBER COMPOSITE 2 (NOT USED) OLL cc OCL 3 (NOT USED) m 4 ENDURA ZAIL4565F THRESHOLD - 5 AFCO J-2297 THRESHOLD - 6 AFCO A -276/P-2000 THRESHOLD - 7 AFCO H-497 THRESHOLD - B AFCO A-117 THRESHOLD - 9 ENDURA ZOBL4565F THRESHOLD - 10 ENDURA HCI5000 ADA THRESHOLD - 11 WEATHERSTRIP URETHANE FOAM & POLYETHYLENE 12 NON -COMPRESSION SHIM (0.25° MAX. THK.) COMPOSITE 13 (NOT USED) - 14 (NOT USED) - 1s #10 WOOD INSTALLATION SCREW W/ 11/2" MIN. EMBEDMENT STEEL 16 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3) STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET 5) STEEL 18 KWIKSET LOCK SERIES 400 STEEL 19 KWIKSET DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTI -POINT TONGUE LATCH # 73228768 6-8 UNIT ROCKWELL MULTI -POINT TONGUE LATCH #73228780 8-0 UNIT STEEL 21 HOPPE MUU-POINT HARDWARE HLS9000 STEEL 22 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE LH #8784091 STEEL 23 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE RH #8783923 STEEL 20 ROCKWELL MULT-POINT LOCK OFRAME HEAD/JAMBS O ENDURA ZAIL4565F O AFCO 1-2297 VARIES, SEE BOM AT LEFT THRESHOLD THRESHOLD �-- /i��/�i j/ / •: : • • • • • • • O T-�• • •: : • • : r • i �-- -� 4.563.• • • • • • • • • a56' 5.62° HOPPE MULT-POINT LOCK 21 W/ SILL SHOOT BOLT PLATE #2098911 R —1 3�" O Lu F- Q 6i 6iCL � a 5�= OLL cc OCL d LL O 13 m O¢m t9 Z'o Q HANDLE �. W� HEIGHT 0 ® O 0.63" OO —4 1.65' i— OAFCO A -276/P-2000 22 THRESHOLD m 91 HEAD SHOOT BOLT PLATE (LH) - E 1.75" PREPARED BY: ni BUILDING DROPS, INC. 398E.D BFAQIKVD. m338 DANIABEAt}LFL33884 PH: 1384i383861d rax: Ie34P4a4M evm:. bumand ®n cr 3�" O Lu F- Q 6i 6iCL � a 5�= OLL cc OCL d LL m O¢m a ¢ Z'o Q W N O z Z Z a °c �y d F O 1= U )!Add ADAsHI,Murd-Print Lmk IGLIN/23/141 DATE: 02.05.14 1 O AFCO H-497 THRESHOLD AFCO A-117 THRESHOLD O ENDURA ZOBL4565F O ENDURA HC15000 ADA O HEAD SHOOT BOLT PLATE (RH) UL/7 • • • • 8 • • • • • • • 9 THRESHOLD 10 THRESHOLD 23 SCALE: • • • • • • • • • • •• • • DWG.#: • • e • • • • • '^ • • • • • • e SHE F' � ET: 4 I s ' I s.00° 4.62' L75' • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M I SS MS! NTS L010871A OF8 8