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WS-14-2782
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-227733 Scheduled Inspection Date: February 17, 2015 Inspector: Rodriguez, Jorge Owner: RESEK, CATHERINE VERA Job Address: 161 NE 92 Street Miami Shores, FL 33138 - Project: <NONE> Permit Number: WS -12-14-2782 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060133190 Contractor: PRESTIGE WINDOWS & DOORS Phone: (305)820-5999 tsuuamg uepartment comments REPLACE 15 WINDOWS AND2 DOORS INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-225625. Need letter from Arch/ Eng for structural attachment with 2 X Failed Correction D Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. February 13, 2015 For Inspections please call: (305)762-4949 Page 13 of 30 SPECIALTY ENGINEERING CONSULTANTS, Inc. DADE - BROWARD - PALM BEACH awl February 12,201.' Jose Perez Prestige Windows 5500 NW 161st Street Miami, FL 33014 RE: RESEK RESIDENCE,161 NE 92ND STREET, MIAMI SHORES, FL NEW PRESSURE TREATED FILLER CONNECTION TO SUBSTRATE. Dear Mr. Perez: Pursuant to your request we have reviewed the interior pressure treated filler connection to existing concrete substrate. The new ripped 2x( approximately 1%a" pressure treated filler is installed at the interior side of the window opening and is fastened w/ '/41 x 2 3/d' tapcons at 12 inches on center to the existing concrete substrate. We find that this connection is acceptable and is in accordance with the 2010 Florida Building code. We hope that yguJind this information helpful and should you have any questions please feel free to call on us. I. Respectfully ubmitt Specialty a onsultants, Inc. 1 �2 2015 Gary McDougle P ® F Spencer Ledgard, EIT Vice. President' df Engineering Project Engineer State of Florida: Registered Professional Engineer: #0056214 Certificate of Authorization: #009217 1599 SW 30th Avenue, Suite 20 - Boynton Beach, FL 33426 - Office: 561-752-5440 - Fax:561-752-5542 BUILDING PERMIT APPLICATION 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: (305) 762-4949 ABUILDING ❑ ELECTRIC ❑ ROOFING FBC 20 e® Master Permit No. W S � L -i — --2-1 E3 2 , Sub Permit No. REVISION ❑ EXTENSION [:] RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS F-1 CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /�� V2— % City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: // – 3x426 —0/3 > 30 V Is the Building Historically Designated: Yes NO Occupancy Type: Z53 .. Load: Construction Type:C�-fi�4(ood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): (,/5' m Phone#:� Address: City: /'i0 `���C a State: /� zip:1 Tenant/Lessee Name: Email: CONTRACTOR: Company Name: e#: Address: �0 AI'W /4�/ City: State: 7 Zip: Qualifier Name: KGs i-7'ro- i'�'�"� Phone#: �- �� ® c�� s/�� /l State Certification or Registration #: ikL✓�i�/6� �� Certificate of Competency #: / �� J DESIGNER: Archite LEng�rr- lnee'> _ Al rlael 7lt e.+ � �s�,� �- Phone#: %C44 0 ��f Address: 460 f 2 /� 1 — #104 City: 207-A-je— : `' State: Zip,: -3:5 W2- Value of Work for this Permit: $ � �a Square/Linear Footage of Work: 3711 ..�t3r ✓ Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: ®I ® � rL � d c t &'r7.&,/ C ®L1 "A4P Fs L4. S AU -0 Specify color of color thru the: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ _ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature TOWNER or AGENT Signature ��'.. CONTRACTOE , The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1h16 day of 20 r by day of� �� . 20 l/ by who ispersonaliv n =,to/ - 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 Sign-, (.- Print: Seal: pp _•8 � � r� i ,5� 3M� Q� _ APPROVED BY (Revised02/24/2014) identification and who did take an oath. fil:�iL•I3[��1�3�I Sign: Print: F.-- Seal: �Sa 77E .5 1 Plans Examiner Structural Review as �k+kt��k�Nd�&�k�k�k�k�k�k�k�k�kRB�R�kd�kffi�k�R+MSP Zoning Clerk ® 6157 NW 167th ST # F3 Miami, FL 33015 Phone: 305-827-1935 Serving Keys to Palm Beaches +� Fax: 305-575-1597 1 1 1 1 1 Toll free #: 866-466-5094 CUSTOMER INFORMATIO(y LiCOCOC1254687 Name: ©tit -e �il.�•• Job#:! V3. Address: City, Zip: Tel: 4} 'Ait. Tel: 31DJ = S'L-r7— Email: I•Ci Ref. by: 1IVlndowf/Door Replacement Contract Scope of Work Included: Additional Work Included: ' Prepare floor plans and engineered wind load calculations ' Obtain all necessary permits for work to be completed • Remove existing windows/doors and remove debris from jobsite ' Prepare existing openings to accommodate new windows/doors Adjust new windows/doors after installation Pass all necessary inspections to close out[permitj Exclusions: ,JJ&e,-y s+11� (fA.iyaidt i �6[ Specifications r Window Brand: A i F��yypQmet�olor: / ` Colonia STD /CUSTOM Door Brand: 5? lY (Glass C01or: t7� Colonial Type: Impact: Non -impact: _ Screen: 18 x 16 charcoal SEE ATTACHED WINDOW/DOOR BREAKDOWN idotes/Specia/ Instructions: d u� Subtotal for all Materials $ Subtotal for all Labor Sales Tax (_%) Total Contract Price Down Payment Balance on Delivery $ Balance on Completion $ ^ ✓'" HOA Approval Req?: Yes( No Mgmt Co: Phone: CJlCredit terms arranged for balance due (pending approved credit application & based on finance company's terms & conditions) Credit Card (Ruth. Form attached) Cash i Check # (there is a $30 fee for any unpaid/returned cheek NOTE TO CUSTOMER: Do not sign any documents that ore blank BUYERS RIGHT TO CANCEL All work on the above mentioned properly herein will be perronned in a timely and protesslonal manner. Buyer may cancel this Agreement by providing written notice by US Certified Mail, Return Recelpt Requested to Prestige Solar. TMs oencatiadon must be written in english and Postmarked before midnight of the 3rd business day after you sign this agreement. For the purposes of this Agreement, a'Businesa Day° shag include Monday through Saturday, but anal not include Sundays or any legal holiday on which the Postal Service does riot deliver. If the right to cancel period expires, the sellers contract may not be cancelled by the homeowner or applicant The total amount of the contract may be collected by sager, and If any court action is needed, the buyer vdti be responsible far any coals Inured to erdorca this agreement IN WITNESS WHEREOF, the parties acknowledge and agree to the tenns of this Contract and, intending to be legally bound hereby, have hereunto set their hands and s.:als as of die date herein. Only terms written in this Contract and approved by Prestige management will become part of this Contract No verbal committments from the sales Persons will be honored. Dxa,r e L -7 -iii 4*4 Accepted - Print Name Date Accepts r tt a Date CGLt, / �� A pted-Signature ce -S nature FRISTIGE dwalarDovvS &DooRS WWW. PRE STIGEWI N D O O R. C O M WINDOW/DOOR SCHEDULE PROPERTY OWNER: OSCAR RESEK PROPERTY ADDRESS: 161 NE 92 ST MIAMI SHORES, FL 33138 DATE: 12/12/14 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 1 HORIZONTAL ROLLER XOX 11-1031.04 YES 5/16° 60 -60 35.9 -39.3 11143 NO - - N 2 HORIZONTAL ROLLER XO 11-1031.04 YES 5/16° 65 -05 39.3 -52.2 37x51 NO - - N 3 HORIZONTAL ROLLER XO 11-1031.04 YES 5/16" 65 -65 38.4 -50.3 53x51 NO - - N 4 SINGLE HUNG 11-1115.08 YES 5/16" 75 -75 39.3 -52.1 38x51 NO - - N 5 SINGLE HUNG 11-1115.08 YES 5/16" 75 -75 40.1 -43.4 19x39 NO - - N 6 SINGLE HUNG 11-1115.08 YES 5/16" 75 -75 39.3 -52.2 37x51 NO - - N 7 CASEMENT 14-0506.01 YES 5/16' 65.8 -65.8 39.3 -52.2 37x51 NO - - N 8 SINGLE HUNG 11-1115.08 YES 5/16" 75 -75 40.1 -53.6 19x38 NO - - N 9 HORIZONTAL ROLLER XO 11-1031.04 YES 5/16" 65 -65 38.4 -50.3 53x51 NO - - N 10 HORIZONTAL ROLLER XO 11-1031.04 YES 5/16" 65 -65 38.4 -50.3 53x51 NO - - N 11 HORIZONTAL ROLLER OX 11-1031.04 YES 5/16° 60.2 -60.2 37.1 -40.5 73x61 NO - - N 12 HORIZONTAL ROLLER XO 11-1031.04 YES 5/18" 60.2 -60.2 37.1 -40.5 73x61 NO - - N 13 DOUBLE DOOR XX 13-0226.06 YES 7/16" 80 -80 36.4 -46.4 72x80 NO - - N 14 HORIZONTAL ROLLER XOX 11-1031.04 YES 5/16" 61.6 -61.6 36.6 -40 88x61 NO - - N 15 HORIZONTAL ROLLER XO 11-1031.04 YES 5/16" 60.2 -60.2 37.5 -40.9 74x51 NO - - N 16 SINGLE HUNG 11-1115.08 YES 5/16° 75 -75 40.1 -43.4 37x38 NO - N 17 SINGLE DOOR X 12-0706.03 YES 7/16" 90 -90 38.1 -41.5 38x81 NO •- • : N PRESTIGE WINDOWS AND DOORS Confidential f � _yc ' s ;, JOSE E PEREZ Permitting Coordinator •• 1 • 0000•• • 0000•• 0000 0000 0000•• **none 0000•• • 0000 • 0000•• • • 0000 • • • 0000•• 0000•• 0000• 00.00 0000•• • • • 0000•• 0000•• Page 1 w amp �/ ENGINEERING • ••. • Or P.RANK L9BE(IPJAND010 ReE.,•INW. IRfiVaVA.TIOPJ • • ••• • • • • • • Project #: 41978-52974 Project Details: RESEK ffSIMCE•; .; Contractor: PRESTIGE WINDOWS AND DOORS 161 NE 12 S•111EEE'T ; ••; MIAMfSAMS, FE :9 •' ••* . .• • . . •• ••• .. . ••• • • • • •• . Subject: Wind Load Design Pressure Calculations (ComponentsIt dadcAnij•69* so Site Information E ev, i(ft) l e W X!H - ` 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): 12.0 ft Parapet z 3 feet? No No 13.1 General Calculation E ev, i(ft) l e W X!H - ` Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GC I): ± 0.18 Topographical Factor (KJ: 1.0 Velocity Pressure Exposure Coefficient (Kh): 0.85 Velocity Pressure (qn): 56.57 psf End Zone (a): 3.0 ft ASD Method: P = 0.6w NO fVlar' E ev, i(ft) l e W X!H - ` 1 15 111.0 x 63.0 4 No 48.6 0.85 56.57 0.88 -0.98 �:9 / -3 2 15 37.0 x 51.0 5 No 13.1 0.85 56.57 0.98 - ±39.3 /_.. 3 1 15 53.0 x 51.0 5 No 18.8 0.85 1 56.57 0.9 711. 3 :}38.x/ 7 " 4 15 38.0 x 51.0 5 No 13.5 0.85 56.57 0.9 -1.35 +31913/. 5 15 19.0 x 39.0 4 No 10.0 0.85 56.57 1.00 kki..10 +49A = .4 6 15 37.0 x 51.0 5 No 13.1 0.85 56.57 0.98 4.36 +3!:a h' 7 15 37.0 x 51.0 5 No 13.1 0.85 56.57 0.98 -1.36+3 2.2 8 15 19.0 x 38.0 5 No 10.0 0.85 56.57 1.00 -1.40 .1 /-53.6 9 15 53.0 x 51.0 5 No 18.8 0.85 56.57 0.95 -1.30 +38.4/-50.3 10 15 53.0 x 51.0 5 No 18.8 0.85 56.57 0.95 -1.30 1 +38.4/-50.3 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 verified 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. Valid Only With Raised Engineer Seal Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 0 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 41978-52974 PHONE: 954-354-0660 FAX: 954-354-0443 kat WWW.ENGEXP.COM PAGE / 01 "7" 0 4 l __ A F4• • ••• • • • ••• 11X9t: sEr�t,�r 4 R'.E'.'..i , ISI ODWATioN • • ••• • • • • ••• Project#: 41978-52974 Project Details: RESEKRESIKNCE.; ••• •; Contractor: PRESTIGE WINDOWS AND DOORS 161 NE 02 STREET : ••: :•: MIAMPSHORES, n:- .. . . . •• ... .. Subject: Wind Load Design Pressure Calculations (Component, & Qatldmij• •• • • • • ••• •• 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): 12.0 ft Parapet 2: 3 feet? No ASD Method: P = 0.6w General Calculation c�� (g,r,') Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GC I): ± 0.18 Topographical Factor (KJ: 1.0 Velocity Pressure Exposure Coefficient ( nK): 0.85 Velocity Pressure (qn): 56.57 psf End Zone (a): 3.0 ft ASD Method: P = 0.6w Mar ' lev, z (ft) Size `UN x H (in) -ZZ__n Shutter '1--, 1_1_ (ff2) 'Kz (Kn� c�� (g,r,') GCS+� GCP,_' Fressu_r�es �psf) 11 15 73.0 x 61.0 4 No 30.9 0.85 56.57 0.91 -1.01 +37.11-40.5 12 15 73.0 x 61.0 4 No 30.9 0.85 56.57 0.91 -1.01 +37.1/-40.5 13 1 15 72.0 x 80.0 5 No 40.0 0.85 56.57 0.89 -1.19 +36.4/-46.4 14 15 88.0 x 61.0 4 No 37.3 0.85 56.57 0.90 -1.00 +36.6/-40.0 15 15 74.0 x 51.0 4 No 26.2 0.85 56.57 0.93 -1.03 +37.5 /-40.9 16 15 37.0 x 38.0 4 No 10.0 0.85 56.57 1.00 -1.10 +40.1/-43.4 17 15 38.0 x 81.0 4 No 21.4 0.85 56.57 0.94 -1.04 +38.1/-41.5 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 engine 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 verified pursuant to ASCE 7-10 Table 1.5-1 and Figures 26.5-1A, B, & C, or 2010 FBC 1620.2 by other 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 41978-52974 PHONE: 954-354-0660 FAX: 954-354-0443 kat WWW.ENGEXP.COM Valid Only With Raised Engineer Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 PAGE ?,OF/ • • ice• • • •� '�' • • • • ••• • • • • • • • • • • •000 • MIAMF • • MI�ML'$4DE1ZUtTY, FLORIDA, P.Rob VrccNTiiaL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATOR)'•' • IL905 SWU Strut, Room 208 AFFAIRS (PERA) • • 1� ' Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION Y (780 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA'y> �' . �,, • • •vwSr��hiami�dade.gov/para/ CGI Windows & Doors �� ; • • V. 10100 N.W. 25 Street ' ' . • Miami, FL 33172 a SCOPE: This NOA is being issued under the applicable rule n rr s g ruing the use of construction materials. The documentation submitted has been vand accepted by, Miami -Dade County PERA-Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.L APPROVAL DOCUMENT: Drawing No. W10-18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw. (S.M.I.) (L.M.I.)", sheets 1 through 11 of 11, dated 03/29/2410, with the latest revision `B", dated 10/10/11, prepared by Al-Farooq Corporation, signed, sealed and dated 1/13/2412 by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal .application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. 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 MIAM=! c Expiration Date: September 22, 2015 ��' Approval Date: January 12, 2012 Page 1 CGI Windows & Doors • •.. • NOTICE OF ACCEPTANCE: EVIDI TQ _SUBMI'TTEI) • : • • ••. • ... ... ... •• A. DRAWINGS • 0 .. .. 1. Manufacturer's die drawings and sections. •6 0 • • ' : ' ' •00. (Submitted under previous NOA No.10-0510.12:: : - : :.. . 2. Drawing No. W10-18, titled Series "120 Sent net 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 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 05/05/2010, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0510.12) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) -E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Sallex 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, ex inn on 12/11/2013. Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-1 • CGI Windows & Doors NOTICE OF ACCEPTANCE. EVID&Gk:SiTBMnEUD • ... ... ..• ... .. F. STATEMENTS • • 1. Statement letter of conformance and complim wit „ jhq 1;B X2010, *dated October 06, 2011, signed and sealed by Javad Ahmad, P E.:::: • •0 0 0 • 2. Statement letter of conformance, no finand interest and compliance with the FBC 2007, dated May 05, 2010, signed4nd sealed by Javad Ahmad, P. E. (Submitted under previous NOA No.10-0510..12) 3. Laboratory compliance letter for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated June 04, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510. 12) 4. Proposal No. 09-0032 issued by Product Control, dated October 22, 2009, signed by Manuel Perez, P. E. (Submitted under previous NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 104510.12, 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 ITVotr•At Cl L%IA'nnt.t ..,• vo• FLANGE & FLANGE ADAPTOR FRAME i, W, / G' -i� EQUAL LEG FRAME SERIES 120 SENTINEL ALUMINUM HORIZONTAL SLIDING WINDOW DAN 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 N.R./H.R. OR HORQONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM OINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS To THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2603.8.4. PSODucrN.BVTB@B �wuatrtsl�TTu, • tNo II -to "' IN's,%LASS • N gW � N M Z Z,2 SMALVIM ,..IMRACIF g < m . • LARGE•MW IU,.1WA"s • 0 ti•;i�ia •, o . • EMM'JAM .� • • •••• w110-18 AN 012 drawing no. • • • • DESIGN LOAD CAPACITY - PSF (SOX SIZES) FLANGE DIMS. DMGN LOAD CAPACITY - PSF (YO OR OX SMS) I GMWM TYFffi 'ehAi'l GLASS TYM WMM FLANGE DIMS. BUCK DIMS. GLASS 1YPIN 'rWAI'l GLASS TTM 'B'&'BI' W@TH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) OD'.(-) 26-1/2' 37'28., 83-1/8^ 74' 38-3/8' 28-1/2' 38' 82-1/8" 73' 28, 85.0 86.0 80.0 90.0 BBA 65.0 80.0 90.0 65.0 65.0 80.0 90.0 68.0 68.0 8D.0 90.0 28-1/2' 37" 83-1/8' 74' 38-3/6' 28-1/2' 36" 82-1/8' 73' 37-3/8' 68.0 65.0 80.0 90.0 85.0 &9.0 80.0 90.0 8&0 85.0 80.0 90.0 BBA 65.0 80.0 90.0 28-1/2^ 37" '53-iler 74' 80-5/8' 28-1/2' 3" 82-1/8' 73" 49-8/8^ 85.0 65.0 80.0 90.0 68.0 65.0 80.0 90.0 68.0 65.0 80.0 90.0 1 68.0 65.0 80.0 90A 26-1/Y 37' 63-1/8' 74' 6r 25-1/2' 36' 82-1/8' 73' 82, 65.0 05.0 8D.0 90.0 85.0 65.0 60.0 90.0 88.0 68.0 80.0 0*0 802 74.3 74.3 74 Or 1 73" 62' 80.0 90A DESIGN LOAD CAPACITY - PSF (SOX SIZES) FLANGE DIMS. I BUCK DIMS. I GMWM TYFffi 'ehAi'l GLASS TYM WMM HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4' 111' 28' 73^ 105-1/4' 110' 25" 88.0 68.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 BOA 90.0 74" 106-1/4' 111' 38-3/8' 73' 108-1/4" 1 110' 37-3/8' 65.0 65.0 80.0 90.0 6&0 65.0 80.0 90.0 85.0 68.0 80.0 90.0 74' 108-1/4' 111' 60-5/8' 73" 105-1/4' 110• 49-5/8' B&O 65.0 90.0 90.0 8&0 65.0 80.0 90.0 65.D BSA 80.0 90.0 7$ 106-1d4°. 771" 83' 73" 108-1/4' 170^ 92' 88.0 85.0 80.0 90.0 61.8 61.6 78.2 78.2 8&D 80.0 7&4 7&4 708-t/4' 111^ ar 105-1/4' 110' 62„ 1 - - 80.0 SM0 80.0 1 90.0 *ADDL ANCHoRS REQUIRED AT CENTER OF IITES AND mm. STILE ENDS. (1/2W) (1/2W) G OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' I/, dLl/S DESIGN LOAD CAPACITY - PSF (ICOR SDS) FLANGE DIMS, BUCK DIMS. /3W) it41 (Vrw) (1/3W) WHYM HEIGHT EXT.(+) 91T.(-) EXT.(+) INT.(-) 74' 108-1/4' 111' 28^ 73' 108-1/4• 110' DESIGN LOAD CAPACITY - PSF (ICOR SDS) FLANGE DIMS, BUCK DIMS. GLASS TIM 'A'&'Al' CLASS TYPSB WIDTH HE10HT WHYM HEIGHT EXT.(+) 91T.(-) EXT.(+) INT.(-) 74' 108-1/4' 111' 28^ 73' 108-1/4• 110' 25• SBA 65.0 80.0 90.0 85A 68.0 80.0 90.o 68.0 65.0 80.0 90.0 74' 108-1/4" tit' 38-3/8' 73' 105-1/4' 110' 37-31W 68.0 6&0 80.0 Sao 68.0 68.0 80.0 90.0 88.0 86.0 80.0 80.0 74' 60-5/8' 73' 49-5/8' 85A 85A 60.0 90.0 74' 63" I 73' 82' 88.0 88.0 BOA 90.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOx' 'XOX' C1 • PRADBcr RBVIB&. .. • )i' TYP. BUM DRIB X, tYR BUCK DIMS Bum D98S � A.M. •� FLANGE FRAME ECIUAL LEG FRAME RME ADAPTOR FRAME _ • FIANCE DINS FLANGE ODLS • • • • FLANGE & FLANGE ADAFO EB EQUAL LEG FRAME V STD. MTG, RAIL: H.D. MTG. RAIU • i LIMIT MAX. LOAD TO -165.0 PSF LIMIT MAX. LOAD TO +80.0 NOTE: • t -90.0 PSF GLASS CAPACITIES ON THIS SHEET ARE :. E4 Ea BASED ON ASTM E1300-04 (3 SEC. GUSTS) BUILDING ON DECDLARATOIRY DA STATEMENT DCA05�DEC-219 P. • (1/4W) (1/? (1/4W) J OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOx' 'XOX' C1 • PRADBcr RBVIB&. .. • )i' TYP. BUM DRIB X, tYR BUCK DIMS Bum D98S � A.M. •� FLANGE FRAME ECIUAL LEG FRAME RME ADAPTOR FRAME _ • FIANCE DINS FLANGE ODLS • • • • FLANGE & FLANGE ADAFO EB EQUAL LEG FRAME V STD. MTG, RAIL: H.D. MTG. RAIU • i LIMIT MAX. LOAD TO -165.0 PSF LIMIT MAX. LOAD TO +80.0 NOTE: • t -90.0 PSF GLASS CAPACITIES ON THIS SHEET ARE :. E4 Ea BASED ON ASTM E1300-04 (3 SEC. GUSTS) BUILDING ON DECDLARATOIRY DA STATEMENT DCA05�DEC-219 P. • (112'A) (1/2W) c OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' e STD. MTG. RAIL' LIMB MAX. LOAD TO ±65.0 PSF Ea DESIGN LOAD CAPACITY - PSF (XOX SIZES) DEIGN LOAD CAPACITY - PSF (XO 08 OX SIM) BUCK DIMS. BUCK DIMS. MAI TnW 'A'&'AI' QW TnW 'B'&'81' w1DTH FtElart DCT.(+) I INT.(-) FM.(+) DIT.(-) 28-1/2' W. 82-1/8' 73' 25. 88.0 88.0 80.0 80.0 BSA 650 80.0 s.0 88.0 am 80.0 80.0 85.0 BBA 80.0 80.0 29-1/2• 38'x_3/8. 52-1/8• 73• 80.0 G&O 88.0 8D.0 80.0 8&0 85.0 80.0 80.0 88.0 88.0 80.0 80.0 88.0 680 80.0 80.0 28-1/2• 38' 82-1/8' 73' 1 49-8/8' 1 65.0 68.0 80.0 80.0 680 680 80.0 80.0 88.0 650 80.0 60.0 85.0 1 08.0 80.0 80.0 25-1/2' 30' 52-1/8• 73' 82' 1 650 0&0 80.0 80.0 88.0 88.0 80.0 80.0 88.0 880 80.0 800 802 6D2 80.0 8D.0 (112'A) (1/2W) c OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' e STD. MTG. RAIL' LIMB MAX. LOAD TO ±65.0 PSF Ea DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. GIM TIM 'Ale& MARL TYPE 'B'&'BI' YADTH _HT EXT4+) 01T.(-) OCT.(+) WT.(-) 73' 108-1/4• 110' 25' 00.0 0&0 00.0 80.0 68.0 80.0 BO.0 00.0 88.0 80.0 80.0 ODA 73' 105-1/4' 110' 37-3/8' 65.0 00.0 80.0 80.0 80.0 0&0 80.0 80.0 680 00.0 80.0 800 73' 108-1/4' 110' 49-5/8' 65.0 00.0 80.0 80.0 85.0 65.0 80.0 80.0 68.0 0&O 80.0 8DA 73' 105-1/4• 110' 02' 65.0 85.0 80.0 60.0 61.6 81A 80.0 80.0 60.0 BDA 80.0 BOA (1/311 (1/3w) 0 WO OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' BUCK DIMS FlN FRAM H.D. MTG. RAIL: LIMIT MAX. LOAD TO *80.0 PSF DESIGN LOAD CAPACITY - PSF (XOX sins) BUCK Dws. %W MRS 'A'&$1' GIM TIP>i5 'B'&'BI' WM HEIGHT EXT.(+) W.(-) EXIT(+) INT.(-) 73' 88.0 88.0 80.0 80.0 108-1/4^ 25' 0&0 88.0 80.0 80.0 110' BSA G&C 6D.0 80.0 73' 88.0 88.0 80.0 80.0 105-1/4' 37-3/8' 85.0 B&0 80.0 80.0 110' 88.0 85.0 8D.0 80.0 73' 49-8/8' 88.0 65.0 80.0 I 80.0 73'1 62' 88.0 1 BBA 80.0 1 80.0 0/ (1/2+) (1/4) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' • • PRODUCf REVtB09 • • • 1 gs� .BL 1!! Biori6A •AtaePm•eeNa 1x4®3.01 � • Fh •••• • • FLIu• •FAtAME •' • • �� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • .. €a ADA A �DaN.'35'l�', •. • .: • A••• P. Drawing no. 1.g L W10-18 1/8" ANN. CLASS 1/8" HEAT STREN'D GLASS Q75" PV8 INTERLAYER .078" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' VANCEVA COMPOSITE 8Y 'SDLUTW' OR OR 090• PvB INTERLAYER 080• PV8 INTERLAYER sAFLoc WC er 'soLLITIA' SAFLEX 9X1 BY ISO" 0R OR 090' SGP INTERLAYER .090" SGP INTERLAYER BY 'DUPONT BY 'DUPONY 1/8" ANN. GLASS 1/8' HEAT STREWD GLASS • tZOWEI.�",GP INTERLAYER SILICONE SILICONE Y `DOW CORNING 9951 %DOW CORNING 899 .. / DOW CORNING 995 O (m) O E8 GLASS TYPE 'A' GLASS TYPE 'H' 5/18' NOWQAL LAM. GLASS 5/18' NOMKC LAM. GLASS E9 M7 GLACS TYPS�t' 0.70' OVERALL. INSUL. LAM. GLASS HEAT STRIV'D GLASS .075" PVB INTERLAYER VANOEVA COMPOSITE 8Y 'SOLUTIA' OR 090- PV8 INTERLAYER SAFLDL 1110 BY 'SOWTW OR {090' SOP INTERLAYER kIBY 'DUPONT' r-•1/8' NEAT STREWD GLASS o / E9 / Y7 GLA�aS TYPE 'Hi' 0.70' OVERALL RML. LAM. GLASS NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & '81' MUST BE TEMPERED. 889 98S 4 3 °.rRonuErRtrvts�i•• ' ' LASS PV8 INTERLAYER 1/4' ALR SPACA COMPOSITE BY 'SOLUTLA' SRI 1/4' AIR Pig WTERLAYER 1/8" ANN. GLASS IIID BY 'SOLUTIA' 1/8' HEAT STREWDOR OR • tZOWEI.�",GP INTERLAYER $ • 0 • PONV 1/B" AW GLASS • �i aPea n ifoada • c m = '- • a • • j'SILICONE / CORNWO ON � CORNIINIC WS •••••• •e••<m E9 M7 GLACS TYPS�t' 0.70' OVERALL. INSUL. LAM. GLASS HEAT STRIV'D GLASS .075" PVB INTERLAYER VANOEVA COMPOSITE 8Y 'SOLUTIA' OR 090- PV8 INTERLAYER SAFLDL 1110 BY 'SOWTW OR {090' SOP INTERLAYER kIBY 'DUPONT' r-•1/8' NEAT STREWD GLASS o / E9 / Y7 GLA�aS TYPE 'Hi' 0.70' OVERALL RML. LAM. GLASS NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & '81' MUST BE TEMPERED. 889 98S 4 3 °.rRonuErRtrvts�i•• ' SRI M16�L,• • • ` • $ • 0 • e • • • �i aPea n ifoada • c m = '- • a • • •••••• •e••<m • •� Er4r %VAD ' • • : • • j • • • • *006 FT�yp� p • '�38 • �j� \ •- • • 'r OA'N: • • • • � � • � •• drawing no. W10-18 r-, TYPICAL ANCHORS SEE ELM WOOD ABY I FOR SPACING xs .e d • .a q•s' •d•• ed° d � ' i�w,IMss 0 1 IT•ro 3 n •P •9 •. a TYPICAL 1 SY SEE ELEVnNCHORS P.... .9 .. i WOOD BUS FTM SPACING TYPICAL ANCHORS SEE. ELIY. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME Q ,61 2-3/8" MN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 216". THE USE OF DEEPER OR BEVELED WOODmom IS PERMITTED. MIAMI -DAIS COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA SPACING _ _ 8 t?DDUCP REVISED En rt JAVAD i • • • • • 1 0 • a ' ' •" _ .� eom �eR4 t� FIoRdA FLA ,SEG 761592 i • i • • y • • • o - 0.,( •. X t' 0000•• 1; . < •• • 0000 �d TYPICAL ANCHORS • • a • drawIng no. — ELEV. G W10-18 IN r WOOD BUCKS AND METAL STRUCTURE NOT 13Y CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE 9". FOR SPACING 1/4" DIA. TAPCON BY 'TItV (FU -120 KSI, FY -92 KSI) O 1/4" Dill ULTRACON BY 'ELCO' (FU -177 KSI, Fy=155 I(Si) s INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY "a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY w M DIRECTLY INTO CONC. OR MASONRY z 1-1/4" MIN. EMBED INTO CONC. OR MASONRY .. 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) U o INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK.=.090' INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR •AINTEIi) 0000•• • • ° gg TYPICAL EDGE DISTANCE • • • bt • INTO CONCRETE AND MASONRY = 2" A • i • • • • INTO WOOD STRUCTURE = 1" MIN. 00•090 • • • • INTO METAL STRUCTURE o 3/4" MIN. i • • • • • • CONCRETE AT HEAD, SILL OR JAMBS 1 c = 6008 VSJ MIN. • • S • C-90 HOLLOW/FILLED BLOCK, X. ^BS qq„„ 2 dD PSI uuI�� • • • • • a •••••••• • •• cam- • c • •• • • • • • .. •• •••• _ _ 8 t?DDUCP REVISED En rt JAVAD i • • • • • 1 0 • a ' ' •" _ .� eom �eR4 t� FIoRdA FLA ,SEG 761592 i • i • • y • • • o - 0.,( •. X t' 0000•• 1; . < •• • 0000 �d TYPICAL ANCHORS • • a • drawIng no. — ELEV. G W10-18 IN r t/4' MAX SHIMS TYPICAL ANCHORS SEE ELEV.— FOR SPACING a.o ' P. 9 TYPICALAb FOR SP o M9 01 10 EAT .-Y M. • FLANGE ! ,/4' WX SHIMS WOOD K WOOD 0 ALTERNATE ACK LOCK �FLANGE ADAPTOR FRAME 0 3 FLANGE ADAPTOR FRAME , 1/2' TV. a o� NMP ZZG� INTrTION DETAILS SA ON PAGES 5 • A0 b APPLY'To BWW f"GE FRAMr*AND• °c < F�A��.taR� Es. . • • • rRo&crRev • � � • • �. • W • • No n -to 3 1 druwbV no. W10-18 BUCK WIDTH Ile wx VENT TYPICA. ANCHORS SEE ELEV. FOR SPACING O OR WOOD SUCKS �FLANGE ADAPTOR FRAME 0 3 FLANGE ADAPTOR FRAME , 1/2' TV. a o� NMP ZZG� INTrTION DETAILS SA ON PAGES 5 • A0 b APPLY'To BWW f"GE FRAMr*AND• °c < F�A��.taR� Es. . • • • rRo&crRev • � � • • �. • W • • No n -to 3 1 druwbV no. W10-18 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. EQUAL LEG FRAME r--------- _-= _====-i jI MWN-RADE COUNTY APPROVED z 1 MULLION & ALIIILION ANCHORS � x .! SEE SEPARATE NDA TYPICAL ANCHORS --FOR SPACING SEE � FOR SPACING FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 0 WHEN USED THE MD4. WOOD BUCK OEM SHALL BE 2W. THE USE OF DEEPER OR BEVELED WOODSUCKS IS PERMITTED. �w to L 9 0 °v8 gI` 0otr' 3 " tl 00 P Sze *0 PE Tt�112•PRd(wtP • i . 1 • =_12drawing no. W10-18 ' d 3s. '$ TYPICAL ANCHORS ..•.a•.. a SEE ELEV. ..¢ _ ..e A� •ai O EQUAL LEG FRAME r--------- _-= _====-i jI MWN-RADE COUNTY APPROVED z 1 MULLION & ALIIILION ANCHORS � x .! SEE SEPARATE NDA TYPICAL ANCHORS --FOR SPACING SEE � FOR SPACING FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 0 WHEN USED THE MD4. WOOD BUCK OEM SHALL BE 2W. THE USE OF DEEPER OR BEVELED WOODSUCKS IS PERMITTED. �w to L 9 0 °v8 gI` 0otr' 3 " tl 00 P Sze *0 PE Tt�112•PRd(wtP • i . 1 • =_12drawing no. W10-18 ' d 3s. '$ TYPICAL ANCHORS ..•.a•.. a SEE ELEV. ..¢ _ ..e FOR SPACING EQUAL LEG FRAME r--------- _-= _====-i jI MWN-RADE COUNTY APPROVED z 1 MULLION & ALIIILION ANCHORS � x .! SEE SEPARATE NDA TYPICAL ANCHORS --FOR SPACING SEE � FOR SPACING FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 0 WHEN USED THE MD4. WOOD BUCK OEM SHALL BE 2W. THE USE OF DEEPER OR BEVELED WOODSUCKS IS PERMITTED. �w to L 9 0 °v8 gI` 0otr' 3 " tl 00 P Sze *0 PE Tt�112•PRd(wtP • i . 1 • =_12drawing no. W10-18 EXT. 0 NOT B HOUSE NOT BY MOUSE N NOT BY I TYPICAL ANCHORS 000 STRUCTURE 1/4" MAX DT BY CGI \ GAP 1/2' MIN. HOUSE WRAP NOT BY CGI TYPICAL ANCHORS: SEE Eux. FOR SPACING SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD m EXTERIOR FIN FRAME ATS AA: PE 18 202 MAX. P � '2' 49N. o N t7 Zz� sees.. • 0090 . . .0000• a seesfib of •• 0000 0 • • i �r4 wlt4tl�Fkr610• CobN. .. • • - .ft� • � k drawing W10-18 no. ITBti PAST 0 QIIANTLTY D7iPTfON IEATBIUAT. MANE./BUPPLI66/RBMARKS • • •090.0 • • • *00 00 0 • • • • •••s•• • 0000 • • • • 0000•• 0000 • 0000•• • ••C< • • • • • •• •s 0000 Ergr: J . K�7L MAD sees • • • FLA r8 7•sa2. • CP 6 • r + • No tvwto3 4 n 3 r ei E7 CW -100 - FRAME JAMB ®FIXED GLASS 8083 -TB C61 EXTRUDER E2 CGI -113 - FRAME SILL 8083-T8 CGI EXIRUD£R E3 CGI -102 FRAME HEAD �83�-TB C01 EXTRUDER Z F 0U IL op �� dl� LL zgu� �G�tg� E4 CGI -10S - MEETING RAIL 8083-78 C01 EXTRUDER E8 ca -704 - Loac RAIL 8083-T9 C01 EXTRUDER EB CGI -105 - HANDLE RAIL 8083-76 f%il EXTRUDER E7 C01-108 - SASH RAIL X83 -TB Cfp EXTRUDER E8 - CGI -107 -- - ------ - --- 8/46° GLAZTNO BEAD 808,3-T$ lXi EtTTRI1DER E8 �-,08 - 0.700` GLAZING BEAD 8083-T$ C(8 EXTRUDER FLANGE E10 CGI -909 - FRONT ADAPTOR 8083-Tg � pmUpQt E11 CGI -110 - NAIL FIN ADAPTOR 8083 -TB CQI EXTRUDER E72 CGI -13S - TF FRAME JAMB ®FIXED GLASS 8063 -TO Cbry EXTRUDER E13 COht38 - TF FRAME HEAD 8083 -TB CQ EXTRUDER E14 COI -139 - TF FRAME JAMB 8083-T8 CGI EXTRUDER E18 C(%-140 - t" MUNTIN gOg}� � p�p� E18 Cd -141 2.$' MULLION 8083-7B COI EXTRUDER E77 CGI -808 - SCREEN FRAME �_Tg � pRgUpp1 E,8 CGI-1tA - StU. SNAP 81 8083 TB CGI EXTRUDER o n ci; �L � $i j CZC a rj SD_ E19 CCI -it$ - -SILL FU.LER 8083 -TB CM EXTRUDER E20 C01-118 - FRAME JAMB 8083-78 CM EXTRUDER E21 Cd -177 - HD LIXX1 RA0. 8083-T8 !Kill EXTRUDER E22 COI -938 - TF FRAME SILL 8083-78 Cfil EXTRUDER E23 C61-708 - FRONT FLANGE ADAPTOR _ 80®-T$ COI .EXTRUDER Mt CCI -382V - CLAZB%t BULB VW11 (DUROMETFR 78-8D SHORE A) PJC - M2 C01-111 - SCREW COVER (OPTIONAL) PVC M3 CGI -172 3' • ANCHORS EQUAL LEO COVER/SHB! PJC _ N4 - 0.700' % 0.040° BEAD CE7200 SRICONE SRJCONE GE MS - 0.700' % O.040' BEAD DOW 898 SILICONE DOW Me - 0.700' X 0.040' BEAD DOW 889 SILICONE pp}y M7 - 2/ UTE SETTING BLOCK EPDM - � - - PROTECTO WRAP WATERPROOFING OR EOUIV. MB 884 - ROLLER TRACK PVC - M10 CGI -128 2 PER SASH ROLLER HOUSING plyLpN M11 W23201N0 - PILE WTTH CENTER FIN WOOL ULTRAFAB OR EQUTV. o o O a' - • • • M12 C01-128 1 PER SASH EGRESS LOCK ALUM. SULWAN M13 Cd -131 2 PER SASH HANDLE RAIL END CAP PIYLON } Mia 391-w 1 PER SASH ANRLffT BLOCK NYLON M&77 M18 - OPTIONAL RET1g1LATED i0ddA 30 PPI M18 CGI -134 - JAMB SPACER PVC PROT07YPE OR EQUIV. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUfV. M18 iX,1-132 2PER WD. 2' SASH STOP PVC PROTOTYPE M19 CM -111 • FR. HEAD SCREW COVER PVC PRO7DlYPE M20 CGI -128 2P[St SASH SASH CAM (B/T NriON M&M M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUN S2 - 2 OR 3 PER CORNER # 10 % 1 1/4' LB. PHL. PH. SMS ST/BT. A�dBLY SCf�1V _ - $3 - 1 1/4' EMBED. # 8 X , 1/2` U7. PF,L PH. SMS FIN ANCHOR SCREW S4 4 PER WD. # 8 X 1/2' PH. SMS. SF/Sr BALANCE BRACKET BREW - 0 U • • S$ 2 PER WD. 8 8 X 1' L0. FH. SMS ST/ST. SPIRAL B. ASSEMBLY - SB 8 X 1/2' LG. f71. SMS. 0 W10-18 COI-133 8: CAM LOCK - - SB - 4 ®M. RAR. / 10 X 4' LG. PHL PH. SMS ST/SL ASSEMBLY MEETINfl WN. - - 59 - 2 PER ANKLET � 10 X B/B' LQ PH4 PH. SMS ST/5G ANTOJFF SCREW E13 FLANGE FRAME HEAD / FLANGE FRAME SILL t4 FLANGE FRAME JAMB Etz FLANGE FRAME JAMB O FLUSH FRAME HEAD O FLUSH FRAME SILL ®FLUSH FRAME JAMB (MOVING; .ett 2.568 .OBS "p.tots .6� 1.243 E1 FLUSH FRAME JAMB (FIXED) E4 MEETING RAIL 1.788 1.015 � 1. 1.043 O LOCK RAIL 1 ALT. HANDLE RAIL 1,025 1.388 .ae3 .74s 1.015 SASH RAIL .480 .120 t� V 0 .705k..— IYP. .705 .050 TYP. O J t.55o 1.880 .584 4 •050 Q 5/18' GLAZING BEAD O .700° GLAZING BEAD 1.385 E71 NAIL FIN ADAPTER t.398 n 1.488 .050 .060 .055 1.413 CCC��Wa 2.284t265 O FLUSH FRAME COVER O SCREW COVER :i 2{ 116 L �o 7YP. O E18 SILL FILLER o {p O 0 a 7.450 .180 n 4 $Z12 FLANGE ADAPTOR a • • • 0 • • • 044.6• • 0• • $ •4•• • • • •460.• 0 c o0 ••6Q •' 000000 • •• Ca • • • • • `..' •• •• •6•• c Soo 0 •nMr ROVISED FLAO 1 . 6682 • �-y : F&Ak • • 4 a drawing no. W10-18 I`�,� m 4 / Z m J IL j�NmdyCL 0 fpyYj Q � n �$a4 FRAME TOP CORNER VENT TOP/60110M CORNERS O N ZZ�zr!u� ...... . .. . MtODUCtREVOW • • •$Code,vuhekeo f ff� No ff �f ff c • • .� ff ffff o ,_f f f FRAME BOTMM.CORNER v f M'aE �7osei • • • � �i • ��'�• , ffffff f•f • i ie f ffff 2 12 610:0 dBXM MM. RML CORNER W0-1 sheat 11 of 11 . . ... . . . ... .... . ...... . . . . . . . . . . . . . ... . . . . ... MIAMI -ME DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATO=tY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE, OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY .' . .1'RO$UCT CbNlROL SECTION : ' it80S Ski' 26;9tr L Room 208 .. .;. ..0 MiaApFlorlaa33175-2474 T (786) 315-2390 F (786) 315-2599 CGI Windows & Doors 0 00. . . . . .. 0. 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade- County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "110 Sentinel" Aluminum Single Bung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series 110 Sentinel Alum S.H. Wdw. (S.M.I.) (L.M.I.)", sheets I through 9 of 9, dated 02/02/10, with revision A, dated 08/13/10, prepared by Al-Farooq Corporation, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed -by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0510.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 11-1115.08 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 Page 1 . ... . . ... % .. . . . % .. . CGI Windows & Doors • ' ' ' . ....... .... NOTICE OF ACCEPTANCE EVIDENCE SUBMITTED • . .. .. .. .. .. . . .. . ... . .. A. DRAWINGS• ...... ..... ... . 1. Manufaoturer's die drawings and sections. 2. Drawing No W10-03, titled "Series 110 Sentinel*lt=SA )Kw0.(3.A0T) (L.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with reviTiox0S da*&Q8/;3/10; prepared by Al—Farooq Corporation, signed and sealed by Javaa AhmaA. L. 609 • • B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of series "Sentinel" single hung windows, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA# 10-0510.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al—Farooq Corporation, dated 04/26/10 and updated on 11/04/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05111, expiring on 05/21/16. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. Manue Pe E. Product Control am er NOA No.1 5.08 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-1 . . .... ..... ... . . ... .... . . . . . . . . . . CGI Windows & Doors 0:0 • • • NOTICE OF ACCEPTANCE: EVI12LNQj SU Mei); . . . . . . . . . . . . Soo 006 000 09 F. STATEMENTS 1. Statement letter of conformance, complying wit$0FBC12Q.87 Wd File-2ri1.0 and of no financial interest dated 10/04/11, issued by Al-Faiooq Co�po.ratiorlJ•signsd and sealed ... by Javad Ahmad, P.E. • • • • • • • 000 •• • • 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.10 —0510.14) 3. Proposal No. 09-0032 issued by BCCO, dated October 22, 2009, signed by Renzo Narciso. (Submitted under previous NOA No.10 —0510.11) G. OTHERS 1. Notice of Acceptance No. 10-0510.11, issued to CGT Windows and Doors, Inc. for their Series "Sentinel 110" Aluminum Single Hung Window -- L.M.I. approved on 09/22/10 and expiring on 09/22/15. Manuel Pe .E. Product Control a finer NOA No. 11- 15.08 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-2 52 1/8' BUCK WQTH 47 7/16• NnNS D.LO. (FIX. :UTE) QED) 20 8/10' ** 8 1/2' MAX ueY.. VENT WIDTH 5, FLANGE & FLANGE ADAPTOR FRAME , ld ARIES 110 SENTINEL ALUMINUM SINGLE HUNG WIND0�4 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMhDADE 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 REQUIREMEMRS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION ==NO HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADINGCONDITIONS 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 MOM BUT NOT LDOTFD TO ETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007/2010 FLORIDA BLDG. CODE SECTION 2003.8.4. �._ 477/1 a" 77/18' D.LO. (VENT) so 1/4" VENT EQUAL LEG'FRAME ADDITIONAL ANCHORS ARE REQUIRED WHEN THE DESIGN Pf ESSURE IS GREATER THAN > 75,PSF CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 2019/16" i C I i FALSE bWNTINS (SURFACE APPLIED) Lei r E� II ' ll 11 Il ' II II B u z17 Y • uC1 a VENT WIDTH 5, FLANGE & FLANGE ADAPTOR FRAME , ld ARIES 110 SENTINEL ALUMINUM SINGLE HUNG WIND0�4 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMhDADE 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 REQUIREMEMRS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION ==NO HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADINGCONDITIONS 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 MOM BUT NOT LDOTFD TO ETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007/2010 FLORIDA BLDG. CODE SECTION 2003.8.4. �._ 477/1 a" 77/18' D.LO. (VENT) so 1/4" VENT EQUAL LEG'FRAME ADDITIONAL ANCHORS ARE REQUIRED WHEN THE DESIGN Pf ESSURE IS GREATER THAN > 75,PSF CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 2019/16" i C I i FALSE bWNTINS (SURFACE APPLIED) Lei • • LAMI D GLASS o I1VSU 41'M; LAM.*G SmMd MISSILE IMPAC ILE IMPACT • U PE 'p1toDUCT AMSED • • • • a g7 • • �7ost12 �wIWBreFI 21 Ewa H9 Yrode� dmwing no. 4; .. W10-03 sheet 1 � 8 EQUAL LITES BQDAL LrM Tn1MM BEE= LOAD CAPACITY_PBF FL&NOB DD03. BDCB DnaL OLABB TYPES O'&'At' 0LA88 TOM 'B'&'BI' BIUTH NNW WUM HANDIY EXT.(+) 1NY.(-) EU4+) INT(-) 19-1/8' 28-1/2- 3Y 49' 83-1/8' 2(' 18-1/(^ 28-1/-- 3B• 48^ 82-1 26' 78A 78.0 80.0 BOA 75A Mo WA BSA 73.0 75.0 B0.4 8" 78.0 75.0 BOA a" 78.0 78.0 80.0 a" 78-1/8' 28-1/r 37' 1. 83-1/8• 38-3/8' 18-1/8' 28-1/2• 38' 48^ 82-1/B• 37-3/8' 73.0 78.0 80.0 a" 75.0 78.0 BD.o 86.D 700 75.0 a" au 76.0 78A 80.0 BBA 78.0 75.0 80.0 8&0 18-1/8° 28-1/r - .37• 4B' 83-1/6• 80-8/0• 18-1/8' 28-1/2- 36' 4H' 82-1/8' 48-8/8' 7&0 7O.0 no au 78.0 784 me $5.0 MO 78A e&0 ma 7" 76A BOA 8&0 7&D 78.0 8" B&4 78-1/8' 28-1/2- 37' 48' 63-i/8• 8r 18-1/8' 28-1/r 38' 48' 82-1/B' 82' MO MO 8DA 88.0 78.0 78.0 8DA 8&0 7&0 75.0 80.0 88A 7&0 76.0 80.0 BOA 76.0 76.0 au 83.0 19-1/8• 26-1/r 37' 48' 83-1/8' 78• t8-1/8' 28-1/-- 3r 48•76A 82-1/8' 76' 7&0 78.0 80.0 BSA 76.0 78.0 BOA a" 78.0 7&0 BDA BSA 76A BOA 86.0 76.0 78.0 BOA B&O 28-1/Y 37* 48-1/r 88' 18-1/8^ 28-1/7 30' 48-1/Y �• 7&O 78A BOA a" 78A 78A 8D.0 86A 71L0 75.0 BOA B.0 7&O no 80.0 86.0 EQUAL LITES N<� UNEQUAL LITES (ORIEL TYPE) Ormng no. W10-03 umm" raT anwm DIDBON LOAD CAPACITY - mu nam DI618. BOCK am. ffiM"P M G" MW 'A'&'At' OLM TYPBB 'B'&'Bt' N7081 No" MOTH HEMHT 'A' DAN. EXL(+) INT.(-) EM•(+) 1NT.(-) 83-1/8° 76' 82-1/B" 75^ 36-I/$ 75A MO a" 88A 4B' 78' 48' 78' 39-I/4' MO 7" BOA BBA 26-1/2' 31• 3r 88' 37' 49' 25-1/2• 30" 1' 38^ 42- 70-8/B•_ 83-8/8' 84• BO^ 83^1/-- aB--I/a^ . 75A 76A 76.0 70.0 7A0 78A MO 78.0 70.0 7B.o BOA OOA 80.0 OU mo88A BBA 88A 88.0 MA N<� UNEQUAL LITES (ORIEL TYPE) Ormng no. W10-03 1/8° ANN. GLASS 1/8' HEAT. STREWD GLASS .075` PVB INTERLAYER .075° RIB INTERLAYER 0 VANCEVA COMPOSITE BY 'SOLUTIA' VANCEVA COMPOSITE BY 'SOLUTIA' Z 3 OR OR 0 080' W8 INTERLAYER .080' PVB INTERLAYER SAFLEX WG BY 'SOLUTIA' SAFI.EX LUG BY 'SOLUTIA' F OR OR 090' SGP INTERLAYER 090° SGP INTERLAYER BY 'DUPONV BY 'DUPONY �t 1/8° ANN. GLASS 1/8° HEAT STRLN'D GLASS c u °n SILICONE SfLCONE 0 s GE 1200 GE 1200 9 rDGW COMM _ (,u M1 l>�/ CORNING DOW CORNING 988 iv M1 DOW CORNING 985 04 o� GLASS TYPE 'A' GLASS TYPE 'H' 5/18' OVERALL. LAM. GLASS 5/18° OVERALL LAM. GLASS 1/B` ANN. GLASS 1/8' HEAT STREWD GLASS _ 4 075° PVB IMEIiLAYER .075' PVB INTERLAYER 1/4' AIR SPACE VANCEVA COMPOSITE BY 'SOLUTIA' 1/4' AIR SPACE VOANCLVA COMPOSITE BY 'SOLUTIA' 090' PV8 INTERLAYER 090' PVB INTERLAYER N 1/B' ANN. GLASS OSAFl.00 mG BY 'SOl17TV1' 1/8' HEAT 5TREN'D GLASS OSAFlDL IU6 BY 'SOl.UT1A' 1. O $ 090` SGP INTERLAYER 090' SGP INTERLAYER �Ej Z Z 13Y 'DUPOM° BY 'DUPONT' 0 1/8' ANN. GLASS 1/8' HEAT STREWD GLASS �' O SILICONE SILICONE r y� G1200 CORNING 888 DOW CORNING 889 iv i45 Mt DOW CORNING 995 N M1 DOW CORNING 995 • • • • • • O OY ••1:•• • •• 51 E9 EB •••••• • �+�' •••• • • i GLASS TYPE 'Al' GLASS TYPE 'H1' • • • • • • • s 0.70. OVERALL 91SUL. LAM. GLASS (L.M.I ONLY) 0.70. OVERALL INSUL LAM. GLASS • • • • • • • • • 5 • *••0•* • o• IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • • • • Ttik PRCDCTREy1SBD !••••• EXTERIOR PLY OF GLASS TYPES 'A1' & '61' MUST BE TEMPERED. mm*yim with �0m0" mad• s• .4 4 TMdna drawing no. W10-03 sheet 3 of 9 WOOD M ANCHORS ELEV. SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1YPICAI. ANCHORS SEE a". FOR SPACING p FLANGE & FLANGE ADAPTOR FRAME 2 WW MIN. 2 3/I I WHEN USED THE MIN. WOOD BUCK, DEPTH SHALL BE 235". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. e 6a4e . A Jle •.p .s'.. j I TYPICAL ANCHORS SEE ELEV. •�', FOR SPACING COUNTY APPROVED fWWON ANCHORS m4,V z 9 � O gHm 0 of WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE Em. FOR sPACWG � 1/4" DIA. TAPCON BY 't1W' (Fu=120 KSI, Fy=92 KSI) `' 1 /W DIA, ULTRACON BY 'ELCO' (FU -177 KSI, Fy=186 KSi) Q�o INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O+ S 1-3/8` MIN. PENETRATION INTO WOOD .� THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3 DIRECTLY INTO CONC. OR MASONRY F� f] z z � _ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY {y] §8-1 #14 SMS OR SELF DRILLING Stl2EWS (GRADE 2 CRS) q INTO METAL STRUCTURES 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) #14 SMS OR SELF DRIWNG SCREWS (GRACE 2 CRS) : ... : • INTO MIAMI-DADE COUNTY APPROVED MULLIONS}WN. THK.•- .090')° (NO SHIM SPACE) • • • • • • TYPICAL EDGE D15TANCE • • • : • • • • • 0 • INTO CONCRETE AND MASONRY - 2" MIN! • • • • • • INTO WOOD STRUCTURE - 1" MIN. go** • • B INTO METAL STRUCTURE - 3/4' MIN. • • 000000 • CONCRETE AT HEAD, SILL OR JAMBS 1'c m 3! • ° • a C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm v MIN. • • •° End: JA • A1�1AD., MVWW*EVISED • }�IIy • FIA,'PE ITISG2 T• 4mmpyhey4kh the FtolWs 0WId%sCo& • A—tr—No J 6 .>S • ®t1 • dmwtnq n°. W10-03 „pm F EIT"NGE & FLANGE ADAPTOR FRAME CAL ANCHORS ELEV. SPACING FLANGE ADAPTOR FRAME 3 9 N zz� N • • • Vie• • • • iRb INTALLATION DETAILS SH010 M•ONORMES 4 • H • AND 5 APPLY TO BOTH FlffFRAME ANQ FLANGE ADAPTOR FRAMES. • • • • • • • o a • • •••••• • •• cs •• •• •••• o _ • • Mgrs V : {JIN Iri•9UC'•IiBVLSED • g � • A canplp6tA�itbtha F9mfLe FlA PE 70�g2 . � • • u .- • R, O tot • • • draeing no. W10-03 sheat g of g TYPICAL ANCHORS SEE ELEV. FOR SPACING :AL ANCHORS a". SPACING EQUAL LEG FRAME F--= ------====—=--i-I 11 MMI—DME COUMY APPROVED 11 11 MILLION W LION & MUON ANCHORS ; I FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD. CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/S' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE W. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. 6 0 0%, •000.0 • • • Vo•• • � • •• • • 0.0.0 • e • o o • ,•,",• �1Y21yLu. ANCHORS • 1. • • • r1 >�S�LpFtpyV(y • • • FSp@� ••••i• • •• 040 • • • • • • • • • •• •• •••• smltim Fla ala • g • • •• 0 • • ••• dmwing no. W1Q=03 eh�t 6 of 9 EXTERIOR s� N O A 1�1 a m DL OPGID T T m .._SCREENS OPItONAL -.._.. . U G) U11 N p A N zi poll r VEM HFlGHT 1/2• MIN. M= HEWT 1/2• MIN. 9/4• MAX. �� 1/4• MAX. Opp � o Oqp N U n O dg o g� O I Y. 101 ita • • • • • • • • • • 3 awns -oz-10 O"e sme 110 SDMNQ. ALUM S.N. WVN.(S.MJ) (LW-)0 AL-FAROOQ C�RPORA770N a e 1 . t• p oa+z+o on 90 anNc� n® SIM CGI WINDOWS & DOORS EN6WEER3&PRODUCT DEVELOPMENT 1238 S.W. 87 AVE rc I nn • 10100 N.W. 25TH STREET MIAMI, FLORIDA 33174 0 MIAMI, FL. 33172 TF1. (808)28a.9100 FAX (808) 262-6978 (+d 6y: TEL (303) 993-8880 FAX. (308) 883-W92 COMP-ANL W10-03CG1 asst PART B WARMTt7.1r n>�es7P72ox mATSRTAa atAxs./soPPtauR/RSYARKB SV 0 E1 COI-700 1 FRAYS MEAD 0083-T8 IM 101 E2 CGI-101 1 FRAYS SILL 8-T6 08.3 - z3 E3 COI-102 z FRAME JAMB 8083-T6 - E4 Col-103 7 YEETWG RAR 8083-78 O - E5 E6 CGI-104 COI-105 1 1 LOCK RAR HANIXE RAR 8083-TB 8003-76 - d o E7 001-108 2 SASH RAIL 6063-TB - E8 =-107- AS REOD. 5/18- GLAZING BEAD 8083-75 - E9 Cal-105 AS READ. 0.700' GLAZING BEAD 6083-T5 E1O Col-109-LOB AS READ. FRONT FLANGE ADAPTOR - 8003-78 - P O E11 C0I-110 AS READ. NAR FIN ADAPTOR 8083-T5 Q E72 COI-735 1 FLANGE FRAME HEAD 8083-78 - �•� E13 CM-136 2 FLANGE FRAME JAYS 8083-TB E14 CM-137137 1 FLANGE FRAYS SILL 9063-TS - q E77 COI-805 OPTIONAL SCREEN FRAME 8083 T6 M1 CGI-3m AS READ. GLAZING BULB VINYL (DUROMEtER 78-80 SHORE A) PVC O Y2 C61-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-712 AS REOD. EQUAL LEG CDVER/ADM, 3' LONG AT ANCHOR LOCATIONS PVC - Y9 SUPER BOOST 2/ WOW. SPIRAL BALANCE- BSI OR EQUIV. - 2/ WDW. BLOCK/TACKLE BALANCE- BSI OR EQUIV. TY23201NG AS READ. PIE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. v Yi2 CM-12012B 1/ WON. EGRESS LOCK ALUM. SULLIVAN Ni Y13 C01-131 2/ WOW. HANDLE RAR END CAP NYLON M&M Ow Y14 E20016WN 0 BULB-T SLOT PVC ULTRAFAB O2 EQUIV. tiLLr 4 Y75 M18 CGI-133 CGI-13D 4/ WWY. 2/ WOW. SASH WXtE(SPIRAL BALANCE) SASH TOP (ri11DE(SF7RAl. BALANCE) NYLON NYLON M&M M&M M17 M18 A30730401 �i2 CGI-132 1/ WOW. 2/ WOW. CAM LOCK SASH STOP. Y IANC ZINC PVC TRUTH OR EQUIV. PROTOTYPE OR EQUIV. d o$ M20 061-125 2/ WOW. SASH CAM (B/T BALANCE) NYLON M&MZ N Z li O M21 Y22 - 148-6 2/ WOW. 2/ WOW. B/1' MANCE TAKE OUT CLIP WEEP COVER - NYLON BSI OR EQUN. AYESBURY OR [:WN o U�� M23 C61-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. 32 2 OR 3 CORNER 10 X 7 7/4° LO. PHL PH. SYS ST ST. ASSEMBLY SCREW O 54 4/ WOW. B X 1 ' PH. SMS. SI' ST BALANCE RIOT SCREW 56 _ 2 B X 1' LG. FH. SMS ST/Sr, SPIRAL S. ASSEMBLY- - • • SB 2/ LOCK 8 X 1/:e L0. FH. SYS • CM-133 & CAM c • • • ° • Does* •••• • • •••••• • •- Ca • • •• f• •••• EitgR �CNR • i }oyy a (� T tV • X75 I t .' • • dtaWing no. �• V Pmdwt W90-03 sheat $ of 9 LOCK • • • ; • 260.9 1.748 811 .748 086 2808 .817 1.248 086 1.690 1.880 o Z Q 3 a TP. 1.018 .748 IYP. 1. 018 080 �-' ,.396 g Y� i A E1 FLANGE FRAME HEAD ' e, FLUSH FRAME HEAD Eft NAIL FIN ADAPTER ,.® 9Y 0: O 8 n O ( n4 1883 1883 1.007 068 TYP. 086 tYF+. .745 �• 2113 I LL ej 1 Z � � 3.x76 1.429 3.175 3.775 1.429 1.368 1.016 VENT TOP CORNER W � 1.000 600 2808 E4 1.220 MEETING RAILy FRAME TOP CORNER $3 v n gg p N I Q W 806 2808 ,.220 � ss 4J E14 FLANGE FRAME SILLO FLUSH FRAME SILL 1.045 L: 1.786 /® ai Op g" 800 1.301 1801 FOBS 2.440 11fP. A85 Typ, 2.440 086 M+• 1.015 O tl3� z Z O _ O 1.016 1.015 O LOCK RAIL FRAME BOTTGM CORNER VENT �1 TOM CORNER F 2.198 .745 .748 2•&58 E7 FLANGE FRAME JAMB 2'348 FLUSH FRAME JAMB 1882 • • • • • • • :000:* • • • • • • • • • • • • • • .4901.043 .705 .oso TYP. .120 M'• .7q1 lyses. i • • •. • • • • • •••••• • j I S2 • • • • • • • 1.015 884 O •••• • m m • .884 HAND RAIL • • • • • • • • • c 1.396 .746 O 8/18' GLAZING BEAD Q .700' GLAZING BEAD • • • • • • • • • • • • • Engii JAV q5' HMAD.. 1tRViSHD • 1.450 .,� FIA. 5E yOAX8 �.•,�, t. ''�y�••••-Bre • c:oNu • • 15 e S y a a • • • 1.398 IF al.180 7.449 .�3 .moo .oso 1.413 1.025 •� Lots s5o .oso 4'�0�� • dratring no. W90-03 Q FLUSH FRAME COVER SCRUM COVER O SASH RAIL Eto FLANGE ADAPTOR ehaat g of 9 .• • . ••• .....• . •• .. . .• e . MIAMI-RADE 0VAWVAD4COUVTY Em .e ; P40DUCPCOWOL Sf CIlpr DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) , ; , ; , ,1180,J VJV J4 8treet,XPm 20F BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) .rmy.miamidadegov/economy CGI Wind ws &-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 (Alb). 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 "238" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series -238 Aluminum Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision I dated 04/25/14, 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change - in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. 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# 12-1220.14 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 Manuel Perez, P.E. NOA No.14-0506.01 NfFAMFDADE COUid7Y Expiration Date: October 26, 2018 Approval Date: June 26, 2014 dJ jdF Page 1 %• . ... . . •.. .. • % .. • • ••• • • • • ••• CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SiB1dIrI.'TL� .. ... A. DRAWINGS • • • • • :00 • • I. Manufacturer's die drawings and sections. ' • *so ::::: • ' • 2. Drawing No. W98-100, titled "Series 238 Aluminurn. •(;aierieni:VOdlv.e tL.M,;.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision I dated 04/25/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLOSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under previous NOA # 121220.14) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTI,-0080- 0301--07 for specimen A and B and HT1 -0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) M nue r z, i".E. Product Con of F4miner NOA -0506.01 Expiration Date: October 26, 2018 Approval Date: June 26, 2014 E - I . ... . . ... % .. % .. . . . . . . . . . . . ....... ..•. CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE'SU TTXD .• • ... ••• ••• ••• •• ••• • B. TESTS (coNTiNuED) .... . .. ... .. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS211 *4 :: ;. •. 2) Cyclic Wind Pressure Loading per FBGy 'SAS 203-M along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08 2143, HETI-082144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, RE (Submitted under NOA # 08-1010.02) S. 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 aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA Is # 96-0417.03 and # 01-1002.03) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94. 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTI. -1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuel Pe E. Product Controlxaml er NOA No. .01 Expiration Date: October 26, 2018 Approval Date: June 26, 2014 E-2 CGI Windows & Doors. Inc. % •• • • • % •• • • • • • • • • • • • • • ••• • • • • ••• NOTICE OF ACCEPTANCE: EVIDENCE &�Wj ; •; •; • .• . ... ••e •e• e•e •• ... E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuNIA Ikehinourg 4.0co, �*fn c. for their "DuPont SentryGIas® Interlayer" dated 08/25/12, oxPift onAlf 14/17; 2. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite GIass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. 3. Notice of Acceptance No. 12-123 1. 10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5* Edition (2014), .dated April 11, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08 2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Subinitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and NTL -0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. F11-1003 and FT1,4041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted. under NOA # 96-0417.03) G. OTHERS 1. Notice of Acceptance No, 12-1220.14, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 03/21/13 and expiring on 10/26/18. ,/ ManueI Per .E. (,J,�', Product Control a ner NOA No.1 0 6.01 Expiration Date: October 26, 2018 Approval Date: June 26, 2014 E-3 a 0 EXTERIOR I INSTRUCTIONS: USE CHARTS AS FOLLCM STEP 1 DETERMINE DESIGN WIND LOAD RECIAM&ENT BASED ON WM VELOCITY. BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD GAPACTTY OF DESIRED GLASS SIZE/rVE. STEP 3 USM CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECM IN STEP G ABOVE. STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHMT ON SHEET 7 TO DEIEFOM CAPACITY. STEP 5 THE LOWEST VALUE RESULTNG FROM STEPS T. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. MAXIM MULTI POINT LOCK BY 'TRUTH• ALT. TO CAM LOCKS j j . THESE WINDOWS ARE RATED FOR LARGE �c•S L(� MISSILE IMPAC? SHUTTERS ARE NOT REQUIRED. • THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE SEPARATE CGI MULLION - 14.111A, I • REQUIRDdENTS OF THE FLORIDA BALDING CODE INCLUDING HIGH VELOCITY ---. HURRICANE ZONE (HVHZ). • • WOOD BUCNS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER E:ODlI D • . • LOADS TO THE STRUCTURE. FLA. 7Z ssasnpl ng OwFlorlde CAN. LOADS of ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS., ANCHORS A a tR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ' Os ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE �^ • . • NOT PART OF THIS APPROVAL. f//f • A LOAD DURATION NCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Cid "'�'- • • • 02 �i • ALL SHIMS TO BE HIGH IMPACT. NON—METALLIC AND NON—COMPRESSIBLE. 000 m Z 0 l n a�a41120 , QQ • '7_TY(MANGE FR -1 P1c.AL ELEV WINDOW WIDTH �� y VENT WIDTH M i WW -1 1/2- 0° GENERAL WINDOW SECTIONS D.L DPc p EQUAL LEG FRAME �—e 6° MAX. TYP. 1 A HEAD/SILL j CORNERS ,A p O a a " o��a CAM LOOKS ALL SIZU \ I �__ --3F--- SURFACE APPLIED AT SNUEIBE CT 41NDDVS ONLY € I �T MALL a A 6 4 B 24° MAX. TYP. AT MM/SILL N TYPICAL ELEVATION N aye$ (EQUAL LEO FPAME) �` O M �h FOR GLASS TYPES. Z z I 7 2 3 D.L OP. REFER TO D.L OPO. 2 S/2 r o 3/4°. WroiH SHEETS 3 AND 4. YENT BOTH 3/a U WINI= 1410TH www WIDTH O EXTERIOR MAXIM MULTI POINT LOCK MULTI POINT LOCK 8Y -mwSY u,O CAM x' ALT. TO CAM LOCKSM0. WOW. LOCK ALT. TO CAM LOCKS !i1 HOMIT POINTS HEIGHT POINTS • • pp� 42° • 2 38° ?• • • • i o 83' 3 SBi •D •• 0 84° 4 J I �° S • •44. i Eft: JccAH61AD PR CTR6 tqL%. • • 2 FL A as ur�oD+�nB �![tsdmFiotitla •• \ • °, 0 of i yry ga . • • 7 3 0 6U t • drawing n IA Sn�t� for 7 ALL FRAME AND VENT CORNERS TO 9E SEALED WITH GE SILPRUF OR EQW. FRAME CORNER 1 I 1 22 5/8/8- O CORNER KEY 5 .060 THICK ST. STEEL PART f I O11ANT1TY I OBBCRfPfCON ®CORNER KEY A82 THICK ALUMN M C61-381 4 IVERr (ffVJ . LAN. GLASS) Col -m 4 VENT (7/18' LAM. !BASS) CCK -375 4 OGEE GLAZING BEAD CGI -398 4 S011ARE OIAZND BEAD - 4 m nm CmVm KEY - B = THICK CORM KEY AP -425 AS REOD, FRAME 19FATF@iSIRIPPGCG 690-K-190 AS REOD. VENT WEA7 ERSfRIPP8t0 -to-00-101 2/ VENT 4 BAR HBRiE. AT TOP AND BOTTOM -13-0°-202 2/ VENT FACE MMW LOCK - 1/ VENT L91L11 POINT Lome - 1/ VENT MULM POW LOCK - 2/ VENT .110 THICK LOCK KEEPER. AT FRAM JAM FA= LOCK 1 11A 12 30175 I1yA^'L 1 Q2 VENT (5/18' LAM. GLASS) to EQUAL LEG FRAME VENT (INSUL. LAM. GLASS) Z o$ $� n Oa 0�3 �z �n $ o N on QM $ zz� C90�„ SCHLEGEL APNS © VENT (7/18" LAM. GLASS) 0 SC HLWEL 0-LON .754 TRUTH. ATTACHED Tl/ (8) /8 X 3/CY SS SMS TTOJM. ATTACHED T4/ (2) /8 X 3/8- SMSt TFUH DITERLOCK i4 COL ATTACHED. w/ (2) #10 x 3/G' Bs SMB .6t7 i • • i o 8 TRUTH, ATTACHED W/ (2) /e X 3/B' ss sNs ' • • WFEFUM ! 3 CGI -373 It GLAZING 5T • $ • TRUTH. ATTACHED T7/ (2) /8 X 3/8- SS S6S • • #10 X 1-1/4- SS SMS • • • i7•� • �•, • • 8 + • • H ® CGL -398: LAZING wop • • En r..IAVAD AHMAO • • • • ,a Cl PRODeIyii1n'gRAyVD��3® • • • • O.A.N. � Dail EdR� •�PL6lIde `" � � • NO QR? of — • ... Data f� • .� f . 3 0 209 DT amwing �• "8-1 CO • • • sheet —20—f-7--1 ANN. CLASS 090° Interl Saflex Clear Aayer nd Color Glass By 'Eastman Chemical Co.' \ r -1/e• ANN. GLASS GE -1200 DITV 995 DOW 899 ANN. GLASS 090• SaOex Clear And Color Glass By 'Eastman Chemtcal Co.' 075° Saflex CP With PET Core ,�� 8y 'Eastman C1lemtcDl Co: .090° DuPont Sentryolos ey 'El DuPont De Nemours & Co., Inc. /18" ANN. GLASS s 5/18'0 NOMINAL 7/16" NOMINAL GLASS TYPE '20 GLASS TYPE '3' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTWO REOURED REFER TO SHEETS 8 111811 7 FOR DISDUATION DEGHS SD40OW WM GLASS TYPE h' GLASS TYPE 'S' GLA93 TYPE '8' 20• 24• 25• 30' 3Y 36• 40• W J8• 110.0 194.3 1 110.0 19&O 1 110.0 110.0 161.9 1104 198.0 110.0 1104 138.8 110.0 199.0 110.0 1104 1295 110.0 19510 1104 110.0 121.4 110.0 198.0 110.0 107.9 107.9 110.0 198.0 110.0 97.1 97.1 110.0 195.0 110.0 928 92.8 110.0 120.0 60.0 20" 2$ 28° 30• 32• 38• 46• 1. 42' 110.0 166.6 110.0 198.0 110.0 110.0 138.8 110.0 195.0 110.0 it" 1169 110.0 19&0 110.0 110.0 111.0 110.0 195.0 110.0 104.1 104.1 110.0 195.0 1104 92.8 925 110.0 120.0 110.0 113.3 63.3 110.0 120.0 110.0 79.3 79.3 110.0 120.0 604 20• 24• 28• 30' 32• 36• 40" 42' 110.0 148.7 1 110.0 195.0 110.0 110.0 121.4 110.0 198.0 110.0 103.8 104.1 110.0 1980 110.0 97.1 97.1 110A 198.0 110.0 91.1 91.1 110.0 120.0 110.0 10.9 80.9 110.0 120.0 110.0 728 725 110.0 1204 110.0 69.4 69.4 110.0 120.0 600 20° 24• 28• 30• 32• 36• 40" 42° �• 110.0 1298 110.0 195.0 110A 984 1072 110.0 195.0 1 t0.0 88.2 928 I 110.0 120.0 110.0 84.4 88.3 110.0 120.0 110.0 80.9 80.9 110.0 1204 110.0 719 719 110.0 120.0 110.0 849 549 110.0 120.0 110.0 61.7 61.7 1104 120.0 60.0 20• 24° 2• 30' 3Y 38° 40• 42• w 98.6 112.6 110.0 196.0 110.0 85.8 85.4 110.0 196.0 110A 76.7 83.3 1104 120.0 110.0 73.2 77.7 110.0 120.0 1]0.0 70.2 72.8 110.0 120A 110.0 649 649 1104 120.0 t 10.0 - - 60.0 80.0 a" - - GOA 60.0 604 7/18" NOMINAL GLASS TYPE '8' PRRFORMANCE VALUES OF IMPACY RFSWANT WINDOW No wamE S REQUIRED RESER TO SHEETS a TM 7 FOR 680UTAtWN DEERS 20• 24' 28' 30• ee• 36' 40' 2D• 24• 28• 72• 32• 1 71r 2o• 24' 28• 78• 3D• 32' z0.• 28' 84' 30• NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. GLASS 090' Sa6ex Clear And Color Glass trtr By 'Eastman Chemical Co.' 475" Saflex CP With PET Core By 'Eastman Chemicol Co.' z 090' DuPont SentryQue By 'E.1. DuPont De Namours & Co., Inc.' O k ° HEAT STREN'D GLASS SQUARE BEAD l5 OPUONAL II 1 y a ALL GLASS TYPES I 1 SAICUNE D 1 tTLT,�GE-1P0o T �11D1Y 899 I 1 4 N. PERFORMANCE VALUES OF IMPACT RESISTANT WNDOWS NO 6HBR 7 B MR aS06 J LL" ROPER TO SHEETS D THR11 7 TALtA1W0 OETARS "Y WIN001ff DIMS. MASS TYPE '2' GLASS TYPE '8' GLASS TYPE '8' 0 (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) ER. (+) INT. (-) ..t LO 19-1/9• 110.0 195.0 110.0 198.0 110.0 195.0 1.0 28-1/2•110.0 198.0 110.0 195A 110.0 195.0 V i� D.0 37' 28• 110.0 145.4 110.0 198.0 1 to.0 198.0 � ? 1.0 42' 110.0 128.1 t 10.0 198.0 110.0 195A 'n D.0 t9-1/8' 110.0 1904 110.0 198.0 110.0 t95.0 O LO 28-t/2° 110.0 137.8 110.0 196.0 110.0 195.0 O w 38-3/8' �F 09 1.0 37 98.8 988 110.0 1945 110.0 120.0�d, D.0 42' 88.8 Sea 110.0 120.0 110.0 120.0 S 5� DA 19-1/8' 110.0 1448 110.0 195.0 110.0 19810 555�i n m DA 25-1/2• 50-8/8• 90.7 104.3 110.0 188.0 110.0 195.0 c,1 ;; OS 37• 7 .7 74.7 110.0 120.0 110.0 120.0 � O $ M w 0.0 X42" 85.8 85.8 110.0 120.0 110.0 120.0 ZZi LL LO 19-1/8 95.7 104.2 110.0 195.0 110.0 185.0 , LO 26-1/2• 83' 749 779 110.0 120.0 110.0 120.0 LO 3Y 8D.0 50.0 110.0 120.0 110.0 0.0 0.2• - - W.0 60.0 60.0 �.0 OS 19-1/8• 634 53.0 110.0 195.0 110.0 120.0 I A I 1 1 1 1 1 0.o 25-1/2' 74-1/4• 4S8 46.6 110-0 120.0 110.0 120.0 * LUT 61.0X. LOADS 1D 171.0 PSF • o P WHEN MIB.It Pow LOCK eY 'ounow ® • • • IS USED • • • • krk SIZE 3Y X 77' APPLICABLE TO RANGE MES &Y • • Igo SEE SHEET 1 • • • NOTE: •••••• o•=��� GLASS CAPACITIES ON THIS SWW4,1RE • N • BASED ON ASTM E1300-090(3 SEC.GGUSTS) : • • AND FLORIDA BUILDING COMMEAM • DECLARATORY STATEMENT DgAP�$-," �",�t-219 0 • • tisgr..wvAo AHtWD PRoixlCi�gv1Y"' • • E CML --\yljjt tglFtorids • • td � • • FLU/ es cmnrlYlaB « > �4 t3nndinsAobP /" . .t � �' retlRn Data : • • � � � • A 3t�190i By . dro.Ir+Q n0. . . W98-1db � • � sheet 3 of 7 TEMP. GLASS 1/a" TEMP. GLASS fit SPACE 090' SaOex Clear And Color Gloss AOR SPACE 090" Soflex Clear And Color Glass 1/8' ANNGLASS By Eastman Chemical CO: 1/B' TEMP. GLASS By 'Faetmon Chemical Co.' . 475' SaRex CP ARF+ PET Core 478' Saflex CP With PEC Core iMEfILAYERS By 'Eastman Chemical Co.' WTERtAYERS By 'Eastma90" n Chemkol Co.' 4DuPont SentryGlas .090" DuPont SentryGlas ANN. GLASS BY 'EJ. DuPont De Nembure 1/8' TEMP. GLASS & Co.. Ina: By 'EJ. DuPont De Nemours & Co.. Inc.' rt/8" MW 899 / . 899 ATR SPACE CONSISTING 0F: SETTING BLOCKS.. 1 2/ LITE 3/4" INSULATED WROMETER 8.5±5 .SPA 1j+\ 4i;� SETTING BLOCKS MEW. SPACER AROUND 2/ LITE THE PERMETER OF THE GLASS 3/4" INSULATED DDUROMETER 8.535 GLASS TYPE '2A' GLASS TYPE '3A' PERFORMANCE VALBES OF Ds1PACT RBSWANT WINDOWS no SHUT(M BEADED REFER TO &LEETS 5 TIRO 7 FOR 96VLEAMM DEOWLS PERFORMANCE VALUES OF IMPACT RESIBYANT WINDOWS W smurrmREWNED REFER TO 6iEEf3 5 7fIRl1 7 FOR MALLAT1034 DE'ONS PERFORMANCE YALUES OF IMPACT REBSTANT WINDOWS W S31UTfIM REWIRED REFER To $ EM 5 THRU 7 FOR 99MUTAT M DUALS WINDOW DIMS. GLASS TYPE 'SA' GLASS TYPE '8A' WINDOW DIMS. GLASS TYPE 'SA' DUBS TYPE 'SA' WINDOW DIME. GLASS TYPE 'SA' 8LMS TYPE 'SA' WM NEIGIW EVC (+) int. (-) EM (+) int. (-) WIDTH IIEK1if EXr. (+) int. (-) In (+} int. (-) WIDTH Emu OR. (+) 1M. (-) Exr. (+) int. (-) 20" 24• 26' 30' 1. 36" 40• 42' �• 110.0 194.3 110.0 195.0 20" 24' M. M. 32" 38• 40' 88" 86.7 86.7 110.0 168.0 f9 -1/a' 26-1/2• 37' 42' 26' 110.0 195.0 110.0 t95.0 110.0 161.9 110.0 195.0 73.4 73.4 110.0 120.0 110.0 203.0 IIDA 195.0 110.0 138.8 1104 195.0 642 64.2 110.0 120.0 110.0 145.4 110.0 185.0 1IDA 129.3 110.0 195.0 60.6 80.8 110.0 118.2 110.0 128.1 110.0 105.0'K 110.0 121.4 110.0 195.0 57.5 578 110.0 1122 19-i/8' 26-1/2' 3Y 42" 38-3/6' 110.0 190.8 110.0 195.0 107.9 1079 110.0 195,0 60.0 ODA - - 110.0 1378 110.0 195.0 97.1 aT.f 110.0 12ao 60.0 6ao - - eas 96.5 1104 t2ao 82.5 92-5 110.0 120.0 20" 24' 28• 30' M. 38' 72' 66.4 88.4 110.0 120.0 888 a" 110.0 120.0 20• 24' 28' 3a' 32• 36' 40• 42' 42" 110.0 1888 110.0 195.0 5&i 56.1 1093 109.3 19-1/8• 28-t/2• 37" 42" X5/8• 110.0 1445 110.0 195.0 110.0 138.6 110.0 195.0 48.9 489 953 953 99.7 1043 1100 195.0 110.0 1189 1954 46.0 46A 895 899 74.7 74.7 110A 120.0 110.0 111.0 195.0 43.6 43.6 854 85.0 MAI 85.8 1104 120.0 104.1 104.1 120.0 60.0 604 - - 19-1/8• 26-1/2• 37' 42" 88.7 1042 110.0 1&54 925 925 120.0 32" 38" �. 60.0 60.0 - 749 774 110.0 120.0 833 633 120.0 80.0 804 - 60.0 60.0 110.0 117.0 783 78.3 120.0 20' 24" 28' 32' �• 52.0 52.0 101.3 1013 60.0 60.0 - 20" 24" 28• 110.0 145.7 188.0 0110.012.0.M 43.8 43.8 85.4 a5.4 18-1/8' 26-i/2' 37" 74-1/4' 83.0 83.0 110.0 120.0 110.0 121.4 195.0 38.1 38.1 T43 743 46.6 4&8 909 90.8 104.1 104.1 120.0 604 094 59.8- 30• 32' Mr 40' 4z• 48" 1 97.1 97.1 120.0 20' 24' 28' 32• 84' MA 34.9 545 512 48.3 41.5 349 545 512 48.3 a" 884 - - - 809 09.0 - - 37" 77' 583- # L98T MAX. LOADS TO 171.0 PSF WHEM MULTI POW LOOK BY 'INET10.0CK' SIB IS USED SIZE 37• X 77' APPLICABLE TO FLANGE FRAME! SEE SHEET t NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SC +110.0, -195.0 PSF = 10.00 S( 91.1 91.1 120.0 809 809 120.0 728 729 1104 120.0 1 69.4 69.4 119.0 120.0 20' 24' 28' 30' 32• 36' 40' 42' 54• 110.0 1298 1 110.0 11155 98.0 1079 110.0 195.0 92.5 928 110.0 1204 84.4 8112 110.0 120.0 a" a" 110.0 120.0 719 719 110.0 120.0 84.8 849 110.0 1204 61.7 61.7 110.0 120.0 20" 24" 28' 30' 32' 38• 40' 42• SW Me 112.6 110.0 1984 889 95.4 110.0 120.0 76.7 833 110.0 120.0 732 77.7 1105 120.0 702 729 110.0 120.0 649 64.8 110.0 120.0 09.0 e0.0 - 094 09.0 - - Z SQUARE BEAD OPTIONAAf--� ALL GLASS TYPEQ a (fed �t U �y Q LL g RY 3� .1O 7 N Z oW � 1,03 h m N M is 3z�.. 1 O- %. • VR 1?16 ONLY • • • • • • • • 4 Ok eel NOTE: • F, 0 GLASS CAPACITIES ON M9 WET ARE a N • BASED ON ASTM E1300-OB•(6 SEC. GLISVJ AND FLORIDA BUILDING• QQ�11JJ��SS[ON • • DECLARATORY STATEMENI�DCA05-DEC-219 Ersgr` PR �1'♦t6VjS 10 • • t � •E � • FIA PE�7.582 Builth R e the Fhaide C.A.N. L. Ac,, a ` 'i•• d 0 8 FT. Ey FT. MimRi O°°Ir�Y drawing qD• /J/ " M-1 do APR . • • • sheet 4 o 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 t4l iseALANr d V ' 1Aa r1 did1 14 a� TYPICAL ANCHORS SEE EUX. FOR SPAONO SEE SHEET 6 FOR DESCRIPTION 1�rf 2 11W �z • •� a .•. e III= NSTALIATION BY OTHERS Qin SEE SHEET 6 FOR DESCRIPTION Y e •' .V 'v. Z' ,. a ay 21/8' •. o V a v, 5' ° MIN. e 1. ON. 2-1/2' MN. INSTALLATION TYPE '2 WOOD BUCK TYPE '2 .,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDEVUSING WOOD e v• e J 2 1/8' f4-1-`-8UQC , . .. MN. 6 NSTALIATION BY OTHERS 3/4' X 1' ALUM CHANNEL AT ANCHOR 1L. N. 1 WOOD SUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED 13Y GLAZING SYSTEM AND TRANSFER I ALT. ANCHOR LOCATION THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCIMMON METAL I 0 1 0�3 ATTACHMENT TU Z METAL STRUCTURES K O TYPrAL CHORS SEE ELEV. SPSPACING xN SEE SHEET 6 FOR DESCRIPTION o (j) No MI o$MW U MIN. ATTACHMENT TO - APPROVED MIH 1 1 • • P • • • • • 9999•• • • •• •••• • 9606•- P • • • i manna.,. �amap yMg)viO tl. BforTda ' 2014 r .9MV131 ng m na• N . 8-10b INSTALLATION CONDITIONS EQUAL LIF'G FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 11 1 t � � e � \ e ' i' •MIN. 2-1/2' MIN. INSTALLATION TYPE '1WOOD BUCK TYPE '1' MBTE&8L: PRESSURE TREATED TYPICAL INSTALLATION DETAiL ON ALL FOUR SIDES/USING WOOD SEE SHEET 6 FOR DESCRWTION i 1 s/6" 27/8• w ° BUCK INSTALLATION BY OTHERS �1N1 fAl4ffi14t a "' j•�(I11' •� • • .e•+ IWOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 9CHORS FOR SPACINO r 8 FOR DfSfN2IPTI0N C>:�� 2 1/8" AWT. 11' F ' l a, •;_ SEE SHEET a z L6t/6N." ° etklc INSfAUATiON BY OTHERS �1- rya :1•� •;: AL ANCHORS ELEV. FOR SPACING SHEET 6 FOR DESCRIPTION z METAL g STRUCTURES a7 1/8" THK. MIN. LP CY� <o I WE 1/8' MN. 4 U TYPICAL ANCHORS SEE ELEV. FOR SPACING C4;; QM ATTACHMENT TO O 3i a Z Z ci METAL STRUCTURES o Q� 1/8' MN. 4 U) TYPICAL ANCHORS SEE ELEV. FOR SPACING C4;; QM SEE SHEET 6 FOR DESCRIPTION O 3i a Z Z ci ••• ATTACHMENT TA �i36 • ••• ATTACHMENT TA �i36 • APPR�OdED OIf6 • • 0 z • PRODi18r)'RBM1JBD • • • • Buil A G i retbn Date J� 0201, . ••• i , y • • droa8ng n B7 •• • W98-100 • • • sheet 5.1 of 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DEWLS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET S FOR DETAILS ANCHORS W/O SSBAR CLI+ WINDOW bum ANCHORS W/0 SHEAR MW ANCHORS WM SHEAR CTAP WINDOW DDIS, ANCHORS W/O SEW CLIP ANCHORS APPS SHEAR CMP AT 17. O.C. AT 30" O.C. AT 17' O.C. AT 10' O.C. AT W O.C. I AT 10' O.C. AT 17. O.C. AT 10" O.C. WIDTH HEIGHT EXL(+)/9HL(-) EM.(+)/ML(-) EXT•(+)/SNL(-) O(L(+)/OH.(-) WIDTH HEIGHT EM.(+)/INT.(-) EXL(+)/OH.(-) E%L(+)/MLI-) EXr.(+)/DR.(- 20' 24' 19-1/8' 29-1/r 37' 195.0 195.0 104.8 195.0 32" 38' 76" 1333 185D 75.4 1222 195.0 195.0 129.0 1724 it&4 189.5 679 106.8 26° 30' 3r 38' 40" 36' 1928 1954 110.8 147.4 20" 24" 28" 30" 32" 79' 195.0 195.0 119.1 190.5 1SOA 195.0 1032 1379 173.1 185.0 993 188.8 188.9 195.0 BSA 126.0 14&4 195.0 85.1 138.1 150.0 195.0 S6.0 114.7 1385 195.0 79.4 127.0 135.0 ,80.0 77.4 103.2 120.8 195.0 1 74.4 119.1 42" 181.1 128,8 171.4 73.7 98.320' 24" 28' 32' 84" 195.0 198.0 132.7 19&O 20" 24' 28' 19&0 195.0 132.7 176.9 185.0 195.0 110.9 1689 1929 19&0 110.6 147.4 185.3 195.0 049 1422 165.3 1954 94.8 126.4 184.3 19&O 88.5 1327 30•,54.3 32" 36' 40" 4r 42' 195.0 89.5 1179 ANCHORS. itf0 1 ' SHEAR CLI F 1 ANCHORS / WITH RHRAR 1449 1929 829 1109 12&8 171.4 73.7 98.3 11&7 154.3 68.3 88.5 1102 149.9 63.2 84.2 20" 24" 28' 30" 3r 35• 40" 4r 48• 195.0 165.0 1549 163.8 195.0 195.0 129.0 161.3 1929 105.0 110.6 1383 IBM 195.0 103.2 129.0 166.8 195.0 96.8 120.9 1504 1875 684 107.5 1354 168.8 77.4 8&B 12&6 160.7 73.7 921 20• 24" 28' 30• 3e 38' 40' 42' 195.0 195.0 137.6 185.0 195.0 195.0 114.7 172.0 171.4 195.0 98.3 147.4 11•.0 195.0 91.7 1379 10.0 i 195.0 88.0 121LO 133.3 195.0 78.4 114.7 1204 180.0 86.8 103.2 114.3 171.4 85.5 9&3 20' 24" 28' 30" 32' 36' 40" 42' 195.0 19&0 1239 185.8 180.0 1080 10&2 154.8 184.3 163.0 115 1327 144.0 195.0 82.6 1239 135.0 19&0 77.4 116.1 120.0 180.0 68.8 103.2 108.0 1620 819 929 1029 154.3 594 88.5 20' 24• 28' �• 32' 3B' 40' 66' 1954 195.0 140.7 195A 195.0 195.0 117.3 1642 175.3 t9&O IOU 140.7 163.6 196.0 Bab 1S1a 153.4 165.0 85.0 123.1 f3&A 1909 783 109.5 ,227 171A 70.4 98.8 20' 24' 28' 3o" 32• 30" n' 1984 1954 129.0 180.6 1874 115.0 1079 160.5 16117 195.0 921 129.0 156.0 198.0 864 12&4 140.6 198-0 EGA 1129 125.0 175.0 71.7 100.3 I PERFORWCR VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIM. ANCHORS W/O SSBAR CLI+ ANCHORS WIN SHEAR UW AT 17' O.C. AT 10" O.C. AT 17" O.C. AT 30" O.C. MOM I HEIGHT EXT.(+)/INT4-) EXT.(+)/OGT.(-) EXT.(+)/ONT.(-) EXT.(+)/INT.(-) 18-1/8' 26-1/2- 3r 2B' 195.0 19&0 149.4 185.0 195.0 195.0 107.8 161.8 195.0 195.0 77.2 1159 19-1/8' 29-1/r 37' 38-3/8' 195.0 195.0 1519 195.0 1913 195.0 109.6 146.1 1389 1828 78.5 104.7 19-1/8" 26-t/r 37• 50-518" i9&D 1954 1535 191.9 ,933 195.0 1109 1385 138.4 1734 78.3 992 9-1/8" 26-1/2' 3r 4r �• 195.0 198.0 123.3 195.0 15&3 1984 89.0 155.8 1112 1949 am 111.6 0&0 171.4 853 98.3 19-1/8" 26-1/r 37" 74-1/4" 195.0 198.0 1305 195.0 164.7 195-0 94.4 181.1 1179 18&6 87.8 10&1 TYPICAL ANCHORS: SEE ELETI. FOR SPACNC „1/4" DIA. KWIK-CON 8 BY 'HILTI' (FU -163 K94 Fy-157 1W) %4' DLA ULTRACON BY 'ELCO' (FU -177 KSI, FY -155 X51) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN, PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY J14. SMS OR SELF DRILLING SCREWS (GRADE 2 CIS) INTO MIAMI -RADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090*) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) MIP ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) • (STEEL IN CONTACT WITH ALUMINUM TO BE PLVED O(i PAINTED) i w • • TYPICAL EDGE DISTANCE • • • • • • INTO CONCRETE AND MASONRY = 2-1/2' MIN* • •.. • • INTO WOOD STRUCTURE - 1" MIN. • INTO METAL STRUCTURE - 3/4' MIN. • s • • s + CONCRETE AT HEAD, SIL1 OR JAMOS 1'c - 30M PSI MQJ • • C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2r�0`pb'l 1. oes C�M6 aRcomFiyTigtaimthOPlaft • FcaP.NE. 70682 AOdUi • r m=P1 Dift 1!8 .. • gd P • • so 14mw o ao �nnLN O�aQ oomil l droving no* 498-1 of PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS NDOB DIM& M HEIGHT OR.(+) [ 24' 28' 30' �. 36' 40' 4r 20' 24' 28' 30• 42- 3r 36' 40' 42' 20' 24' 28" 30' 48' 3a• 38' 40" 42• 20• 24• 28' 30• w 32• 36' 40• 4r 20• 24' 28' 30• �. 3r 38' 40' 4r 20• 24' 28• 30' or 3r 38' 40" 20• 24" 28' 7r 30' 3r 36' PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS zD• 24' 28- 78' 30" 3r 36" 20• 24• 28' 78' aa• 28• 84' 30• 32• PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) Ni mm HwHT 19-1/8' 26-1/2' .w 42' 28" 110.0 188.0 110.0 10&0 110.0 184.2 110.0 152.4 19-1/8' 26-1/2' 37• 42• 3 „ 110.0 19&O 110.0 172.6 110.0 188.3 F 98.7 120.0 19-1/8• 26-1/2-80-8/8• 37, 4r 110.0 198.0 „0.0 94.0 120.0 899 120.0 9-1/8• 26-1/2• 37, 42" 83„ 109.3 1499 849 11&2 67.0 93.1 60.0 60.0 19-1/8' 28-1/r 37' 74-1/4 110.0 1549 8&4 118.8 90.0 00.0 19-1/9' 261 37' 78• 1099 120.0 84A 1182 80.9 �A 19_1/8- 26-1/r 3Y 7Y 108.3 120.0 82.7 113.4 8O.0 80.0 TYPICAL ANCHORS; SEE ELEv. FOR sPAme A - 1/4" DIA. KWIK-CON R BY 'HILTI' (Fu -183 KSI. FY -187 KSQ DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY B - 1/4" DIA ULTRACON BY 'ELCO' (fu -177 KSI, FY -165 XM) DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 2-1/4- MHN. EMBED INTO GROUT FILLED BLOCKS C - 414 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. CONCRETE AT HEAD, SILL OR JAMBS fa - 3000 PSI MON. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. ALUMINUM BUCK FRAMING DETAILS REFER To SHEETS 3 THRU 6 FOR WINDOW CAPACMES USE LOWER APPUCABLE VALUES. 1. � Ipl 014 SUS -1 AT Ir FROM ENDS lllw,Wd a�'32e OX- MAX AT HEAQ/SILLi�PiCi �� 1 #14 SMS AT a FROM ENDS 17" O.C. MAX AT JAMiS 24' O.C. MAX. AT HEADi 919 • a. 9 . :. . ' e . A TYPrAL ANCHORS TYPE 'A OR 'RY TYPICAL ANCHORS TYPE NW AT 8' FROM ENDS AND AT 81 FROM ENDS AND 2 1/2• MIN. lY 0.0. MAX. AT JAMBS 17' O.C. MAX. AT JAMBS EDt OLS'f. 17" 0.0. MAX. AT 1i 1• UK 24. O.C. MAX. AT HEAD/541. INSTALLATION TYPE '5_' INSTALLATION TYPE 'B' 28Y WOOD DUCK OR WOOD STRUCTURES • TYPICAL INSTALLATION DETAIL •• ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM • • • • • • • 2=0 945 •••••• .845 085 • • • • • .088 .892 • • • • .582 1.128 •••••• • Ewr. IWAp PRODI=I&VISES • ,.436 eft aswo,FlgAtBrAWwPlarMa • .125 903 i � ij78592 Bm ALUMINUM BUCK OPTIONAL COVER ; -_� r DY �a • 0083 -TO 8083-T6 t L 30 Bl •• to rVITAl•11-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 (NOA) •;.a�iamidncie.�ov/economy CGI Windows & Doors, Inc. 10100 N. W. 25"' Street Miami, Fl. 33172 SCOPE: • . ' •' • • • This NOA is being issued under the applicable rales and regulations governing the use of const'ltictien materials. The . • documentation submitted has been reviewed and accepted by Miami -Dade County RER-ProdOCCt"Cntrol Lection to be...:. used in Miami Dade County and other areas where allowed by the Authority Having Jurisdicti8ft"MJ). 0 0• This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count; Mduct Cbatd.Sectims • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve too oull~ to have this produe f: • • • 'Amer,r" or material tested for quality assurance purposes. If this product or material fails to perforin iu 1b� Acce to p � � • �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 revAe this acceptance, if it 1i • determined by Miami -Dade County Product Control Section that this product or material fads tqv eet the'regtitremegts of the applicable building code. ; • • • •': This product is approved as described herein, and has been designed to comply with the Florida Buuilding e8de, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11160 Sentinel" Aluminum Outswing glazes] Doors w/wo Sidelites - LVII APPROVAL DOCUMENT: Drawing No.W13-01 Rev A, titled "Series 160 Sentinel Outswing Doors", sheets I thru I 1 of 11, inclusive sheet 9.1, prepared by AI-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 manufacturer's 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 been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change hi the materia Is, 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 tlue Building Official. This NOA 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. Y z APRR�IiED 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.W 13-01 Rev A, titled "Series 160 Sentinel Outs8ving 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 JUL 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 F13CM 202=94• • 006000 3) Water Resistance Test, per FBC, TAS 202-94(+56.01 PW, sill S-Ponly) 4) Large Missile Impact Test per FBC, TAS 201-94•....' ; 060 0 • : 0 5) Cyclic Wind Pressure Loading per FBC, TAS 200 .. • • 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202294 0000 •••... Along with manufacturer's parts and section drawing marked -up drawipgs ol-aluminu�h out w/ •, sidelites, by American test Lab of South Florida, Inc., Test Report No. ATUF-1218.01-42 " dated 02/11/2013, signed and sealed by Henry Hatern, P.E. 9600 :6000: ..1. 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(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 02/11/13, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. Test proposal # 12-0553, dated 04/25/12 approved by RER. 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' TYPICAL_ ELEVATION DOORS LOAD CAPACITY - POP SINGLE DOORS (X) DOOR D86. LAM. or TNSUL-LAM. FRAME I LEAF FRAM$ EXT4.) W.(-) WIDTH WIDTH HEIGHT 8 8 8 37-1/4' 38• 98' 80 1 80 RDS: TYPICAL ELEVATfON', xx 1� DOORS LOAD CAPACITY - PSF DOUBLE (SS) am am LAE. or INSUL--LAM. FRAME --W1001 LEAF YAO/H. FRAME HEIGHT 7Y 4 4 98' 80 I 80 NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNNG. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FOR QUANTITY HEAD ANCHORS AT STILE ENDS QUANTITY CHART • ANCHOR TYPE SHIM ••• 1/4'4 4 4 3/8' 8 8 8 1/Y 8 8 - na PWaSwk6HIt i Rol? Atlas ePlVdect�� �� SERIES 180 SENTINEL ALUMINUM_ OUTSIYING DOOR T4/ S APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIOEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAP SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. SEE SHEET 4 FOR SIDEUTE TO DOOR MULLION CAPACITY. THE LOWEST VALUE FROM DOOR. SIDELRE OR MULLION CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUNMEIM OF THE CURRENT FLORIDA BNIDING CODE MMUDING H= VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD SUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • •MAIWALS �Cjjff EQ _ COME WO CTNI$ATER_IAL1M REQUIREMENTS OF • �E�4. •• ••• • • - ODOR D•L:O. OIMS�aJj($. DIMS. D.LO. HEIGHT - FRAME HEIGHT — 12.875" D.LO. WIDTH (X DOORS) FRAME WIDTH — 13.75" • • • • • • • • • D.L.O. WIDTH (XX DOORS) a (FRAME WIDTH — 2.r *e QRS/SIDEUTES ARE RATED FOR LARGE AND SMALL. 4SUp=. • • • SHUTTERS ARE NOT REQUIRED. • • • ••• • • • • ••• • • • • • • • • • i 0 i i•••i •i• ,•••i 0w O N M ra Z z E2 n o g3 • Y drawing no. W13-01 37-1/4' DOOR FRA6lE WIDTH 2 ANCHORS IrE6AX. TYPE 'A', 'I HM/ -L CORN-� A I{� AT STILE E( r I 1 Z:1 B. , 'e $ 231/2' D.4 OPO. 2 ANCHORS TYPE 'D' AT STILE ENDS rm,r.A, ELEVATION FOR 3 1029 OOR ( X ) yvolr& UWMON FOR 3 MINCE DOOR (xx) HEAD ANCHORS AT STTT.E ENDS UANnTY CHART ANCHOR TYPE HRA 'A' .S. C. 14" q 4 4 XCEEDS 21' WCHOR DOORS OVER , 11 . • • • • • • • 00 an FIA PE L""2 , • : :. ' SU1:IP93 :.. - II 1 1 SII N � ; I II 1 11 ! 11 1 1A. Z:1 B. , 'e $ 231/2' D.4 OPO. 2 ANCHORS TYPE 'D' AT STILE ENDS rm,r.A, ELEVATION FOR 3 1029 OOR ( X ) yvolr& UWMON FOR 3 MINCE DOOR (xx) HEAD ANCHORS AT STTT.E ENDS UANnTY CHART ANCHOR TYPE HRA 'A' .S. C. 14" q 4 4 XCEEDS 21' WCHOR DOORS OVER n_ drawing no. W13-01 . • • • • • • • 00 an FIA PE L""2 • : :. ' SU1:IP93 :.. n_ drawing no. W13-01 37 1/8" DESIGN LOAD CAPACITY - PSF SIDEUTE 1Ym INCHES FRAME HEmiT NcHm STATIONARY PANEL (0) {SEE NOTE BEL01f✓) -T Ex 24 30 33 38 37-1/8 38 42 84 80.0 80.0 80.0 804 Su 80.0 60.0 80.0 77.6 77.6 73.8 73.8 86.8 6&6 24 30 33 36 37-1/8 39 IID 80.0 80.0 80.0 80.0 804 I 80.o 80.0 80.0 77.8 77.6 739 73.8 24 30 33 38 37-1/8 Be 60.0 804 80.0 80.0 804 80.0 au 80.0 77.6 1 77.8 �/i _�._ •_ _. i c lig l FOR OGANRIY 3 EAD ANCHORS 0 3 & MULLION ENDS ANTITY CHART F 1 ANCHOR TYPE 4 r o 4 4 4 s e - $� n O�Qa SAME LOCATIONS is SHOM ON &2 t ITYR:AL tLtyal1UN Al SIRE ANO OXXO % MULL= ENDS wlwtut SIDELITE OPTIONS i $ g SIMITE D.L.O. DIMS. • • • • • • • c • • • • • DLO. HEIGHT = FRAME HEIGHT - 12875' • D.LO. WIDTH = SIDEUTE WIDTH - 8" STAND ALONE SIDELITE ONLY 900000 c a • • • • : D.L.O. WIDTH = SIDEUTE WIDTH -- 4.875 SIDEUTE TO DOOR ONLYEar. • • • • • • AWAD •AHMAD •••• • ^, g3 Jl�j , •:••• FA, PE ¢383870382 •••••• • 3 •••• CAM. • • • �iu3 t-2 • • • drowFng no. • • • • • • *M -a1 • • • • • : •Peak a3 0(t 1 ••••• • DESIGN LOAD CAPACITY - PSF SIDEUTE WIDTH I1CTiE5 DOOR LEAF MOTH INCHES SIDEUTE FRAME HEIGHT INCHES S=LM TO DOOR MULLION (sm NOTE BELOW) INT.(-) 24 30 33 36 37-1/8 39 42 38 84 80.0 80.0 80.0 t77.6 80.0 77.6 73.8 73A 68.6 66.6 24 30 33 38 37-1/8 39 35 80 80.0 80.0 80.0 80.0 .80.0 BOA 80.0 80.0 77.6 77.6 73.8 73.8 24 30 33 38 37-1/61 38 98 1 80.0 800 80.0 80.0 80.0 Sao 80.0 80.0 77.8 7X8 SIDELITE TO DOOR INSTRUCTIONS: USE CHARTS AS FOLLOWS 1. SELECT SINGLE OR DMIELE DOORS CAPACITY FROM TABLES ON SHEET 1. 2. SELECT LOWER OF SIDELRE TO DOOR MULLION CAPACITY FROM TABLE ABOYE. 3. LOWER VALLIE5 FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. DOOR F'RAIdE SIOEUTE WIDTH WIDTH / / H C ODOR DOOR DOOR .. eoJ GDFI f!F FRAUF WIDTH WIDTH WIDTH / d fill C / / H J /j \ J J \ \ / ODOR DOOR DOOR .. eoJ GDFI f!F FRAUF WIDTH WIDTH WIDTH / d fill / / E /ul / / H J \ J \ / C WIDTH WIDTH WIDRi H d fill / / E /ul \ %` / All, ` J \ / {Xo) (oxO --(�) - OX SIDELRE DOOR FRAME SWI DTH TH WIDTH D00 H TE WI WIDTH DTH DOM SULE END ANCHORS l � IOxx_�END ANCHO� SEE SHEET 3 SEE SHEET I WI WIDTH H d fill / / E /ul \ %` / All, ` DOM SULE END ANCHORS l � IOxx_�END ANCHO� SEE SHEET 3 SEE SHEET I WI WIDTH a - fill / All, ` N c� $ 0N�,� 9Z 43 iProved � YiOBwRA 6N 0 N I • • NOTE: • .. • • • • o GLASS CAPACITIES ON THIS ( E BASED ON ASTM E1300-0� ( S C. GUSTS) AND FLORIDA BUILDING COMi116SM • DECLARATORY STATEMENT 9(ni t.r. Wj JAVADAMDcra WCAIN.3038 • • . • • 1111 2013 • • W13-01 ; • • • s of 11 ANN. CLASS .094 SAFIDI PYB BY 'EASTMAN CWAHCAL CO.' INTEMAYERS f .075 SAFLEX GP BY 'EASTMAN CHEMICAL CO.' .090 SENTRYOIAS BY 'DUPONT* r3/18' ANN. GLASS 995 899 r i � 14 I \ s 1 7/18" LADL GLASS 8" HEAT SIREN'D CLASS ((^^ .� SAFl.EX PVB BY 'EASTMAN CHEMICAL GO: ANTERLAYERS f A75 SAFLEX CP BY 'EASTMAN CHEMICAL CO.' LLLLL .090 SENTRYSXAS BY *DUPONr 3/18" NEAT STREMD CLASS SUJCOKE DOW CORNING 995 Dfri7 CORNING 898 CE -1200 i � i \ i 7/16" LAM. GLASS GLAZING OPTIONS -3/1B" TEMPERED MASS 3/8" AIR SPACE 3/18` ANNEALED GLASS }rr 090 SAFLEX PVB BY 'EASTMAN CHEVICAL CO.' INTERLAYER, L .075 SAFLEX CP BY 'EASTMAN CHOW& CO.' LLL .090 SENTRYMAS BY 'DUPONT' 3/18" HEAT STREN'D GLASS SONE DOW COWNG 990 DOW CORNING 899 CE -1200 � C 4 AIR SPACE CONSISTING OF• PA \ / ST. STEEL. METAL SPACER AROUND / THE PER IETER OF THE GLASS. I" OVERALL INSUL. LAM. GLASS mplyi ailD MA � >d • 0000•• 0000 • • Eagr:.LAVNO AMMAO cmm- 0000•• FLA. PE • • �t1• • • • • 0000•• JUL '3 _013 • 0 -- •11 W13-01 11 ; • t of 11 ' • 0000 • 0000 0000 0000• • • 0.000 • 1BY WOOD BUCK 2BY 41000 BUCK dST. SEE NOTE SHEET 1 OR S1 E NOTEMW SKEET 1 d , • =� EDGE 1 —� z PIAJ z CSTYPICAL ANCHORS IONS .r SEE SEE ELEVATIONS FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FGR sPAcm TYPE 'A- 114" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. "166 ILSH) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU iBY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE '8'- 1/4" CIA. LATRACON BY 'ELCO' (Fu -177 xs. Fy=166 KSI) DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'C'- g14 WM ,SMS OR SELF DRILLING SCRENS (FU=100 KSI. FY -65 KSq INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8063 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE o 1" MIN INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SBL OR JAMBS Pc a 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm n 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. SEALANTS: METAL (o 4ft lz DW. STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS z F FOR SPACING 90 �s 7F a� N :AL ANCHC EIkV SPACIS Qcy jIMiAldt-DARE COUNIY APPROVED II CLIPPE0 Z I�31 MULLION �I !!SEE SEPARATE NOA 11 ;I n I; S b a o TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 N C3 Zz� ALL JOWTS AND FRAME CONNECTIONS SEALED WITH GE SCS2000 SILICONE SEALANT. DOOR DETAILS r• • 0000.• • 0000.• 0000 0000 0000.• 0000.• ON. • 0000.• • • • 0000•• 0000.• 0000• 0000• 1�0000.• ;; • • • 0000... � • •0000• ;-419 0 Ifp= FOA „SAL FOF "em odc 3 OML t • F1h PE 0 J•SS2 • o,' • • CAM.JS38 r •'0•••• J♦ • 13 • • DOOR D TAIIS • • • • i K tE 1 • MR: TYPICAL ANCHORS% SEE ELEVATIONS . FOR SPACNG o :.e. q 12 M1 13 � � �I 3 0 4 � 1H 26 1/2" WY.' . FOOTING RR LJOCATTIONS� F CONCRETE. p 18 SEE DOOR JAMB SPACING OR ON SHEETS 1 & 2 MASOM $ ' 0 is N o a as EXTERIOR D.L OPG LEAF w1DM zs SIDEUTE Wm DOOR FRAME 49DTH sr MAX. suamE (>n 7r MA%. OOUBLE (XX} c FRAME wroT11 • ° lily sEEEleiNN°� MthN.: • .• FOR SPACING LMKY SEALANT I, fit 3 BEFORE MAIM - • • • •1 _NOTE: GMir SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" Sy ease • ° ! i 12 ,i • • • O iJ 8 0000 •i as � p SN JA1N0 AHMAD 09:06: • • 'i • \ CML FU PE / 70582 • • • • • Cul -3538[-� 8 n eati�E. � • • • • • • � ,�I EDGE 01ST. TYPICAL ANCHORS d �3 0 0 dr°wing n°. .:.• FOR SPACING SIDELITE DET®ILS • • • • W13x01 8 °T � ITEM . CODE PAQT f>4 DESCfUPTIOB MATERIAL NAW. R4TASTS 0 188 - 7 Elt� 20 R IO X I YY PN SAS - ASSEF�.T 3 PER N6 32081 350 MAN GAINET fOAN MUM OR ow23 14S V3332DXi 187x.320 YEAfBERSTR[P PILE Y/ CENTER fIN Y!R 0.7RAFA8 64 MV 98 V3332R& 187 X .SOD HM PILE VBTRIPPIFXi BILL OF MATERIALS N9 CR -306-B HINGE t4 1/2' X 17 ALUX116B1 CGI-CUSTIAI 2SA MIO AB800-US32D HINGE 0 12' X i7 EXTRUSIONS MAQR 2SB NN AB806-U53 MISCELLANEQUS S/S FNGER 26 z CM -MV ITEM 1 PARI Na CLWAOII@I NAIEpN. NAW. REMARXS 3AB• -t6 fULLY ItT9EADED Nm - Em YDIH 378' FIDI w28X: PLATED ! EGl-IRS FRIMt[AD AND SILL6063-T6 CA fIiRfICkR a 2 C61 -I90 fRA4E .WB 6063-T6 CGI EXIRUIER 3 CCd-NM �UIE BEAD A40 ML6063-16 CGI EXNp1IER LGl-I97 TREE STANDIAG SIDEUIE JM606YT6 m CXIRULFR aLL S CGI -I98 MATING SIOEUTE JAAB 6063-76 CGI Elm=6 CGI -t93 7 CW -l91 PASXI 7wABO MUMBAB. PANEL VERTICAL STAE 6063-T6 60G1 -T6 CGI EXTRUDER CGI EXTRUDER ga 9 LGT-199 SHEAR BLOCK 6063-76 CW EXTRUDER O&a l2 LGI-I91 FM HEAD AND SILLCREY MM6063-15 CSEKTRUOFR ' 13 CG[ -192 FRAME HEAD ASSILLSLANTED MTVMEN 6063 -TS CGI EXTRUDER �yztAs$ !1 [GS -121 7116' GLASS GlA2O9G BEAD 6063-[S CW EXiRUOER NA CM -93 r GLAss 9A2Dt BEAD6063-Ts CGI EXTRUDER NOTE• REM NUMBERS 8 10 & 11 ARE NOT USED b R CGI-200SI¢AR BLOa PIAIE 6063-76 cm EXTRUDER o 16 CGI -199 ASTRATJLL 6063 -IS C61 fXJRUDER n as-sDe s�Lv cortR 6x63 -Ts EGI mawPART LOCKING HARDWARE Ra DESCRR�7®R MATERNd. mm.mmCM-45M3 gg� POWIaCK ASSiNOLY tRST1VE LEADcm-am USED aY ALL an=EGI-T2a v FLU90n.T aSSLTDLr tRwcrtvE LEAF? Cq-asTlw USED er ALL GP=OPTS I 5455 PASS ACTIVE LEVER tACT1YE LEAF? BALDWT 945s FD DIMLEVER tUiACf1YE LEAr3 MmaPTt6VAt 823! ESADB0.T cACTIVE LEAF) gumOPi15'1 2 J1M0 aEA084.T VC'f1VE LENT DEXTER BY MLAO OQ MA, TamACTIVE LEVER tP.CTIVE LEAF? mmBY Sm110 TomDlLblr LEVER tlxacTTVE LEN7 BEAER BT sn oPraBw. Z Z E2 tPT1II9 3 DBz1ro DFADBB.T tACrIVE IiAFI wmw CREEK �$ 1L2220 ACTIVE LEVER tACTIVE LanL(RPER CREEK BL2290 OlK91Y LEVER GaACTIVE LEAF? CAPPER amOPTRRUO. O SCREWS o+c�E+biNRwrte fh1 m8 PART No. CESLRWTNN RiNIL4X5 o 18 / M X 3/Y HEXHEAD 7EKS - mumAITALBNEBf • I9 K 6X112' PAN BEAD SM -ASTRAGAL ATTACIOOENf TE' fm �t✓rC�oNghM( • • COSM •••••• L • • • i *see _ Enot JANAD "M • • • • • • d 6 CAS FLA. PE I • • 1 CAN. 3538 • • • • �. • i•c� �o. W13--01 ••• goftf •• • ITEM . CODE PAQT f>4 DESCfUPTIOB MATERIAL NAW. R4TASTS 0 188 - 7 Elt� 20 R IO X I YY PN SAS - ASSEF�.T 3 PER ITEM . CODE PAQT f>4 DESCfUPTIOB MATERIAL NAW. R4TASTS 0 188 - 7 fGo mfOAN ABESBURT RR cm N6 32081 350 MAN GAINET fOAN MUM OR ow23 14S V3332DXi 187x.320 YEAfBERSTR[P PILE Y/ CENTER fIN Y!R 0.7RAFA8 64 MV 98 V3332R& 187 X .SOD HM PILE VBTRIPPIFXi V00. W FIN ULTRATAB R cm N9 CR -306-B HINGE t4 1/2' X 17 ALUX116B1 CGI-CUSTIAI 2SA MIO AB800-US32D HINGE 0 12' X i7 BBRSS MAQR 2SB NN AB806-U53 BINGE f{ 12' X 4� S/S FNGER 26 N1 CM -MV GLAZIAG BEAD &A.B VRM CGI-CUSTOX 27 Ml 3AB• -t6 fULLY ItT9EADED Nm - Em YDIH 378' FIDI w28X: PLATED o Bdt _ �' Aas mbty 8tlt Amm y LkkW AS* > > 8 Assy. Rod aoe $01 _ > u�0 r 3/4' PN SSQ Tumemm T(a v t!m It" Cmam ft l9 o SU y C)artder�eudbWt Ass} C Oee�dt AssT. s 1/2' PX 115 ; M TcTyltto 1 Z `-.✓ O� fmoa dt Acerola Q 8fiad Cfgs o end TOP SECTION SHOWN (sOTTOM S!") 0 !�pDmredroc�l yfagxdtbiAt • 8ddtea • • Ruftolts (Inactive Panel) F� • IN e Top & sottom • • ih r • p 6.6••• 1 1 0000 � t 0000 • � Epgr' JAVAa AXlIM • • • • • • yyy_ g FLA. PECAA11e982 oaSass • • • • • • JqL 1 2013 0iaior no. Cm CUSTOM • ' • 6 • W13-01 3 -POINT LOOM •6 • aFyet ,tor 11 3.825 1.7� �u .125 o .750 .082 1` 1590 D80 100 1.587 - 4.495 } _ d s 1a FRAME COVER rpu� O DOOR FRAME HEAD/SILL 8� h 3.825 1987 O, 2.458 O 7.470 0 1.825 082 a � 3 1.825 OB TOP & BOTTOM RAIL z A �b lo to SILL COVER 5900 O 6.4as.075 •080 +' W .465- 485 1.828 1.440 W .079 1.083 4.495 �No 1.755 O HINGE &LOCK STILE N M Oox-i SIDELITE TOP & BOTTOM FRAME 77 SIDELITE JAMB COVER Z z �3 328 .185 .135 .070 .805 x245 .825 1900 .185 _Y xpp 1.080 1.822 .115SUM �ASTSHEARSHEAR BLOCK PLATE RAGAL. c • tato ar LH • • 97s • • • 7.125 5005 1491 - • • • • • ♦ • • ..• 2000 • • .988 456 •.... • •ai{ _ . • p .120 250 ••...• ••••.• .080 1.184 • • . • 14 • • 4.000 0.000 .075 .080 4.000 GLASS STOP (LAM. GLASS) sees • • • • . .12 2.J88 1.40 1.485 LI2OR7g787fb9a ' ..985 � ..•.•• �' •• 1.22 .azo U e 63 • • **Goes 7.794 eift*i*p no. • Q® : •'• W13-01 •eee• DOOR FRAME JAMB • • SIDEUTE FRAME JAMB SIDEt.ITE MATING•. G JAMB GLASS STOP {INSUL LAM. GLASS) sheat t0of 11 ASSEMBLY FASTENERS To BE INSTALLED PRIOR TO JOINING MAT= JAMBS HOLE CAP---,� MAT= JAMB SEE SHEET a FOR DETAIL HOLE LEAF TOP & BOTTOM CORNB a ®j: SIDELITE JAMB CORNER TOP & 80TTQM US P gL SIDELITE MATING JAMB CORNER TOP & 80TTOM 0��w °'oom�yw�wH�,w `le 3 N i • Yliae y.� • • • • E • •••• • n •:••• :. mat:••••: • • - ---ate: Let uU . 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 (NOA) www.miamidade.g2Xtt onomy CGI Windows & Doors, Inc. 10100 N. W. 25s' Street Miami, Fl. 33172 SCOPE: • • s .Osseo This NOA is being issued under the applicable rules and regulations governing the use of` Wsti uctioia inaVrials. Thee • documentation submitted has been reviewed and accepted by Miami -Dade County RER-arachet CorPt U 9 ction.ta blr. used in Miami Dade County and other areas where allowed by the Authority Having JurisdAivn (AHJ). • 0 • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cp M.Prod4j.CQgtrol Section• (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reservc!{lfee1c#*T1fe*d-mann1e*r,*Me tb havthis ptdd-M 0 00 or material tested for quality assurance purposes. If this product or material fails to perform.n efee manufacturer will incur the expense of such testing and the AHJ may immediately revZ. Ngdify, or suspend t ie tse of such product or material within their jurisdiction. RER reserves the right to r4vo1e phis wceptance, if. jt. h determined by Miami -Dade County Product Control Section that this product or material fails eto melf fh'e fequirune nts of the applicable building code. • • see* • This product is approved as described herein, and has been designed to comply with the Florida Buil(ftrCode, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11450" 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, mullion type, sidelites, glass types and anchors. 2. For mulled units lower design pressure of doors or mullion shall control for entire assembly. 3. Exterior Design Pressure= +100 PSF Max w/ threshold (sill type S -O). Sills (thresholds) types SS -1 & SS -2 are not rated for water infiltration. See thresholds (sills) limitations notes, in sheets 4 & 6 and glass type A 1(muntin) limitations notes, in sheet 6. 4. Narrow stile sidelites are limited to 18" or less. LABELING: Each unit shall bear a permanent label with the manufacturer's 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 been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises # 11-1025.02 consists of this page 1 and evidence pages E -l& 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 M ORESOUNW Expiration Date: November 09, 2016 Approval Date: October 25, 2012 lvtti 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. • • • • DODO.. D .. . DO . D DO.00D . DO DODOOD B. TESTS (Submitted under file # 11-1025.02) 0090 00 0 • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .... : • • • •: 2) Uniform Static Air Pressure Test, Loading pereFB6 *FAS tbY V4 • • • • • 3) Water Resistance Test, per FBC, TAS 202-94(*5:r6.?SF, V1114 onlY7 • • O. .. DODO DODO.. 4) Large Missile Impact Test per FBC, TAS 201 P.4 ... • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-%4 DODO % 6 Forced Entry Test per FBC 2411 3.2.1 TAS ?02-91 � D O • o o • '`J' , p ' . ..0... Along with manufacturer's parts and section drawing marked -up drawlhgs•of alurrli Wn our • swing / Inswing door w/wo sidelites, by Hurricane Testing Laboratory, Inc., TestIMport 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 per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94. Along with manufacturer's parts and section drawing marked -up drawings of aluminum In/out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 97055 (0080-912-97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202- 94, specimen #4, 5A, 5B, 5C tested per PA201-94 & PA203-94, signed and sealed by 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. - L 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 �B&010,0. • • • • prepared by Al Farooq Corporation, dated 09/09/11 and last revised on A�FR 24, 2012, . signed and sealed by Javad Ahmad, P.E. (Submitted under file•# 1Kt1025., • • • • • • • 3. Glazing complies w/ ASTME-1300-02 & -04. """ ' .... . ..... D. QUALITY ASSURANCE • • • • • • • • • • • • • 1. Miami Dade Department of Permitting, Environment, and Refit %I% ry AIM1l (PERAJ' •: • 0000.. '0000.. E. MATERIAL CERTIFICATIONS : .•. :9000: 1. 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont D'e%emours &+' Co., Inc 0000 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, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This NOA revises # 11-1025.02, expiring on November 09, 2016. 2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 3. Test proposal # 10-0940, dated 11/17/10 approved by BNC. 1. ZAIMK- Ibhaq L 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 38-9/19' STEPS TO USE CHARTS SEE SHEETS 6 & 7. 74-1/2' FRAME 97DT11 it 1/4' H-0 3 8 7/8' O.L OPG. Ol. OPG. 8 7/8' m BID11I W L4120NG OPTIONS SEE CHART SHEET 1.1 LH CONFIGURATIONS SHOWN RH SIMILAR `/ NOTE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 6 \ MULTIPLE SIDELITES ss1 \ / AVAILABLE (SEE SHEET 6),t .rl VIA S-0 3 S51 552 0 0 3 3 2/0 23-3/4' 78-7/8' 2/6 29-3/4' i / 35-3/4' I 3/6 41-3/4' 30-7/8' 82-1/2' 8/6 100-7/8' 88-1/2' 9/0 106-7/8' A 9/6 , 1 I 100-1/2' 3 s3 106-1/2' / I i \ • • • / I • ♦ I I nwc., rvn • wqR—ni �A16t1p{T(TVB• • • 1 • •• •• 1 1 / • • 1 � • • ACTIVE INACTIVE S-0 3 S51 552 0 0 3 3 f u -t/18' FRAME s9DTII HNGES SEE SHEET 1.1 � 2/0 23-3/4' 78-7/8' 2/6 29-3/4' 1 / 35-3/4' I 3/6 41-3/4' 30-7/8' 82-1/2' 8/6 100-7/8' 88-1/2' 9/0 106-7/8' 94-1/2' 9/6 , 1 I 100-1/2' 10/0 118-7/8' 106-1/2' / I i \ • • • / I • • E 10.16W F m t= x 107611 I KUt2 • • • • • • I o6�i2 • REV. PLR 0= =AMM UFO= FOR 2W7 LRC RK FER 8C COIUM Rd. PER PEVA C AND 03 � ital BEEt • nwc., rvn • wqR—ni �A16t1p{T(TVB• • • • • • •• •• ••• • • • ••• • • If I I I WACIMIVWE I INACTVE Acll 1 f u -t/18' FRAME s9DTII HNGES SEE SHEET 1.1 � NOMINAL DOOR/SMELITE PANEL PANEL D.L. OPG. WIDTH WIDTH WIDTH 2/0 23-3/4' 78-7/8' 2/6 29-3/4' 1 / 35-3/4' 24 7/8' 3/6 41-3/4' 30-7/8' 82-1/2' 8/6 100-7/8' 88-1/2' 9/0 106-7/8' 94-1/2' 9/6 , 1 I 100-1/2' 10/0 118-7/8' 106-1/2' / I W • • • / I • • E 10.16W F m t= x 107611 I KUt2 • • • • • • I o6�i2 • REV. PLR 0= =AMM UFO= FOR 2W7 LRC RK FER 8C COIUM Rd. PER PEVA C AND 03 � ital BEEt • nwc., rvn • wqR—ni �A16t1p{T(TVB• • • • • • •• •• ••• • • • ••• • • WACIMIVWE NOMINAL DOOR/SMELITE PANEL PANEL D.L. OPG. WIDTH WIDTH WIDTH 2/0 23-3/4' 78-7/8' 2/6 29-3/4' 18-7/8' 3/0 35-3/4' 24 7/8' 3/6 41-3/4' 30-7/8' N13MINAL 11011R/SIIELITE PANEL PANEL HEIGHT HEIGHT D.L. CIPG. 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' 100-1/2' 10/0 118-7/8' 106-1/2' S -O S-0 3 3 SS1 SS2 551 SS2 _ .._....._._. .q,- ..._. _.� ------ - ---- FRAME HEIGHT = PANEL HEIGHT + 1-7/8' STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1-5/8' lADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2-3/4" LEGEND • —0 — OUTSWING DOOR DETAIL E — ITEM DESCRIPTION (see sheet 2 of 7) • • • • revisions: • • E 10.16W F m t= x 107611 I KUt2 • • • • • • I o6�i2 • REV. PLR 0= =AMM UFO= FOR 2W7 LRC RK FER 8C COIUM Rd. PER PEVA C AND 03 � ital BEEt • nwc., rvn • wqR—ni �A16t1p{T(TVB• • • • • ,t( ••• •• ••• ••• *w4NDOWS 8c DOORS 'J\ • • : :. : . 'io100:wfted 25 street rnmmit noddy 33172 2��2 i i • • i i i • Proguci : 4rjes 450 Outswing Doors & Sidelites date : 10-20— sheet 1 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ELEVATIONS LH CONFlGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) CGI 3 POI OPTIONAL TRUE MUNTINS DOOR OR SIDEUTE FRAME HEIGHT - PANEL. HEIGHT + 1-7/8' (SID. THRESHOLD) FRAME HEIGHT = PANEL. HEIGHT + 1-5/8' (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2-3/4' ACTIVE 17 4--- I" 10AA 10B IOC & IOCC IOD & IOE 10 F DOOR HEIGHTEXT.(+) IM.(-) EXT.(t) IM.(-) EXT.(+) NT.(-) EXT.(+) NT.(-) EXT.(+) INT.(-) 84' TRUE 80.0 80.0 100.0 110.0 98-3/4' HORIZONTAL /. 109-3/4' MUNTIN �j gR g (1 OR MORE - - 70.0 70.0 g g pg6�p ER DOOR OR SIDEUTE PANEL) DESCRIPTIONHIM i MT i i 4 i i S INACTIVE OPTIONAL TRUE MUNTINS DOOR OR SIDEUTE FRAME HEIGHT - PANEL. HEIGHT + 1-7/8' (SID. THRESHOLD) FRAME HEIGHT = PANEL. HEIGHT + 1-5/8' (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2-3/4' ACTIVE 17 4--- I" 10AA 10B IOC & IOCC IOD & IOE 10 F DOOR HEIGHTEXT.(+) IM.(-) EXT.(t) IM.(-) EXT.(+) NT.(-) EXT.(+) NT.(-) EXT.(+) INT.(-) 84' 90.0 90A 100.0 110.0 100.0 110.0 85.0 BS.O 80.0 80.0 100.0 110.0 98-3/4' 90.0 90.0 100.0 110.0 100.0 110.0 85.0 85.0 70.0 70.0 90.0 90.0 109-3/4' - - 100.0 110.0 100.0 110.0 - - - - 90.0 90.0 gR g 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 10A : COPPER CREEK W/ CGI 3 POINT IOAA : BALDWN W/ CGI 3 POINT 108: REGENT COMMERCIAL 3 PONT IOC BALDWN SINGLE PONT LOCK IOCC COPPER CREEK SINGLE PONT LOCK IOD : DOR-O-MAnC SERIES 1890 IOE JACKSON SERIES 2085/2085 1OF : SURFACE MOUNTED LOCK RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HINGE LOCATII3NS s f� REGENT 12 ABOVE 3 • )Pnortheest 25 street Miami, Rorido 33172 ` 11 90-3/4• UPTO 120' 4 44 I/2' TO PSF dote : gR g DOORS WITH 3 HINGES LIMITED 100 g g pg6�p HARDWARE DESCRIPTIONHIM i i i i i S INACTIVE RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HINGE LOCATII3NS s MAX DOOR HEIGHT UPTO 90-3/4' N0. REOD MAX SPACING 3 35 1/2' ABOVE • )Pnortheest 25 street Miami, Rorido 33172 HE �l LEGEND -0 - OUTSWING DOOR DETAIL ❑ - ITEM DESCRIPTION (see sheet 2 of 7) DWG. NO.: W98-01 I ••• •AA►nt��,F=s •1010 • )Pnortheest 25 street Miami, Rorido 33172 promuco : 90-3/4• UPTO 120' 4 44 I/2' TO PSF dote : gR g DOORS WITH 3 HINGES LIMITED 100 g g pg6�p HARDWARE DESCRIPTIONHIM S HE �l LEGEND -0 - OUTSWING DOOR DETAIL ❑ - ITEM DESCRIPTION (see sheet 2 of 7) DWG. NO.: W98-01 I ••• • • • • • ••• • • • • • • • s • • • • • • • • • • • ••• • • •• • •• • •• •• •• • ••• • • ••• •AA►nt��,F=s •1010 • )Pnortheest 25 street Miami, Rorido 33172 promuco : ?:±m 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 1.1 of 7 ••• • • • • • ••• • • • • • • • s • • • • • • • • • • • ••• • • •• • •• • •• •• •• • ••• • • BULB VDWL «D-362 ANN. CLASS 3/16' HEAT STRENb MASS .075' INTERLAYER •075' WERIAYER VANCEVA COMPOSITE BY 'SMMTIA' VANCEVA COMPOSITE BY 'SOLMA' OR OR .O0' SE MbVAS INTERLAYER .090' SENTRYC AS INTERLAYER BY 'Oupw BY 'OIPONP 3/16' M. GLASS EILLLB VINYL 3/16- HEAT STm'D GLASS � fG19--21 I « DOW DOW 899 GLASS TYPE 'Al' 1' OVERALL INSUL LAM. GLASS AIR SPACE CONSISTING OF: SPACER: ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS. ANN. GLASS .090 ALUMINUM SHEET .090• PVB INTERLAYER SAFm MG BY'SO.UTIA' 1/4' PLYWOOD 3/16' HEAT ST�1'D PASS MO ALIIIO AIM SET BULB V9m CG, -3B2 \Ql�ww NE 9V GE -120( ooM s9L DOW 0 GLASS TYPE '91' 1' OVERALL INSUL LAM. GLASS GLAZING OPTIONS GLAZING STOP OPTIONS .639 11 .652 Y_ .080 of Imo$ .776 .754 CGI -375 CGI -504 CGI -515 Sl7 .672 .OM .754 .742 CGI -396 CGI -51 DOORS AND SiDEUTES CAN L GLAZED USING SQUARE OR OGEE GLAZING BEADSJADAPTERS DOW 995 DOW 699 1" OVERALL COMPOSITE PANE • . • • • • • • • •. vmwx" =NEW • r • i i i f)W(_ nlr) • WQfi—()1 SOl1bNE • �IQ IId 5010 e • ` GE -12M 3539�W GE -1210 oow 595 ooM 995 DOW L•9 DOM m GLASS TYPE 'B' 7/16" OVERALL COMPOSITE PANEL 7/16' OVERALL LAM. GLASS 1/8° OR 1/4' TEMP. GLASS •• • •• • AIR SPACE N -q 2012 3/16' ANN. GLASS • • • A190 ALUMWUM SHEET MV PVB INTERLAYER 3/4• PLYWOOD sAFLEx e1 Of 'SOiUBA •• •• mu vDrn • •• 090 A1,UMINUMEEr CGI -362 BULB VINYL. • • ••• 3/19' HEAT SIREN D GLASS CO- • 919 jIg \Ql�ww NE 9V GE -120( ooM s9L DOW 0 GLASS TYPE '91' 1' OVERALL INSUL LAM. GLASS GLAZING OPTIONS GLAZING STOP OPTIONS .639 11 .652 Y_ .080 of Imo$ .776 .754 CGI -375 CGI -504 CGI -515 Sl7 .672 .OM .754 .742 CGI -396 CGI -51 DOORS AND SiDEUTES CAN L GLAZED USING SQUARE OR OGEE GLAZING BEADSJADAPTERS DOW 995 DOW 699 1" OVERALL COMPOSITE PANE • . • • • • • • • •. vmwx" =NEW • r • i i i f)W(_ nlr) • WQfi—()1 CAva L • i . 101000Wthwest 25 Street dMIL Oaida 33172 product•: Sales 450 Outswing Doors & Sidelites date 10-20-97 I sheet 1.2 of 7 ••• • • �IQ IId EnOr, JAVmp NOIAU "CAA e • ` 6I 3539�W Ell •• • •• • N -q 2012 • • • • CAva L • i . 101000Wthwest 25 Street dMIL Oaida 33172 product•: Sales 450 Outswing Doors & Sidelites date 10-20-97 I sheet 1.2 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 74 1/2' ffMM Wn LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SM SHOWN ABOVE OR SMALLER UPrO CODE UWM — 132.0 PSF GLASS TYPE 'A' LOCK OPTION t CGI 3 POINT NEOW41SM W/ BALOWIN SERIES 8200 DEAD BOLT M 38 9/ir JUN9 2012 0000•• • :000:0 •DWG. NO 0000•• • • • 0000•• .. .. L 0000.. ::**017 .. • • wI Dow as boons• • 0000• • 10100luthrest 25 street mwnd, Saida 33102 product!. Series 450 Outso"4)oors & S; ices • date : 10-20-97 • •. sheat 13 0 7 FEhW: PE CrIft olog JUN9 2012 0000•• • :000:0 •DWG. NO 0000•• • • • 0000•• .. .. L 0000.. ::**017 .. • • wI Dow as boons• • 0000• • 10100luthrest 25 street mwnd, Saida 33102 product!. Series 450 Outso"4)oors & S; ices • date : 10-20-97 • •. sheat 13 0 7 DOOR NOT RATED FOR WATER DIRLTRATION RESISTANCE. QL ALIM WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 LOCK OPTIONS 10D AND10E 36 9/16' "Q PANIC HARDWARE Ener: JAVAD AHLAD CM FLA . 7SS70592 U 'UUN 29 ROVED PANIC HARDWARE FOR DOORS -O-AIATIC SERIES 1690 TOUCHBAR EXIT DEVICE SON SERIES 2085/2086 CONCEALED VERTICAL EXIT DEVICE 0000 • 0000 0000 0000 •000.0 • DOORS WAD CAPACITY - PSF • FRAIdE HEIGHT FRAME WIDTH ERT.(+) INT.(-) 96-,�2• 74_,2- 70.0 70.0 s •• 0000•• 64-1/2• 74 i/2 60.0 80.0 DOOR NOT RATED FOR WATER DIRLTRATION RESISTANCE. QL ALIM WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 LOCK OPTIONS 10D AND10E 36 9/16' "Q PANIC HARDWARE Ener: JAVAD AHLAD CM FLA . 7SS70592 U 'UUN 29 ROVED PANIC HARDWARE FOR DOORS -O-AIATIC SERIES 1690 TOUCHBAR EXIT DEVICE SON SERIES 2085/2086 CONCEALED VERTICAL EXIT DEVICE 0000 • 0000 0000 0000 •000.0 • 0000•• • s •• 0000•• 0000•• MG. NO.: J BILL OF MATERIALS ITEM DESCRIPTION O #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 2A 3/8-16 FULLY THREADED CONTINUOUS ROD 26 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. 9/32" DIA. HEAD & SILL INSTILL. HOLES AT 6" FROM ENDS, 3 @ CENTER OF PAIRS SPACED 6" O.C. & 24" O.C. MAX. © #10 X 1" PH -PH -SS TEKS SCREW, @ 3" & 7" FROM ENDS & 19-3/8" O.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" O.C. MAX. ® .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) ® .350 HIGH FOAM-TITE WEATHERSEAL (AMESBURY # 32011) Fl -0-1 ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) 10A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGICUSTOM 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. FI-0—AA-1 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. 108 REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. 10C SINGLE POINT LOCK (1) DEADBOLT BY 13ALDWIN SERIES 8200. 10CC SINGLE POINT LOCK (1) DEAD13OLT BY COPPER CREEK SERIES D82410. 10D DOR-0-MA11C SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. Fl -O -E-1 JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE SEE SHEET 1.4. 10F CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. 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. 13 SEE SHEET 1.2 FOR GLAZING OPTIONS 14 SILICONE GE -1200, DOW 995, DOW 899 17 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE 18 PLASTIC WEEP BAFFLE 19 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR 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. g Q EW. JAVAD uawD CNIL e # f # FL4. PE #70592 Qpg QQ g JU 92012 •• •• •••••• • • • • • • WTNDO 8e•pOOR�••••• • tO1QOsrwrtheest ZSRstreet mom flaids 33172 • products! SeRes 450 Outs•i•g•9aors & 9ketites • date : 10-20-9700 • sheet 2 of 7 • • • • • •••• •DWG. NO.: -W18%0 1 •• •• •••••• • • • • • • WTNDO 8e•pOOR�••••• • tO1QOsrwrtheest ZSRstreet mom flaids 33172 • products! SeRes 450 Outs•i•g•9aors & 9ketites • date : 10-20-9700 • sheet 2 of 7 4.482 .931 4.652 .639 � � .652 Aw .725 .7,A .125 9 .065 .868 t3 Its m ' t eta A62 3 .ne .754 aaa CGI -375 CGI -504 AGI -515 t� CGI -511 z.az JAMB COVER CGI -502 " CGI -507 JAMB/LOCK/SIDELITE STILE DOOR FRAME HEAD/SILL 1 t� 1.844 017 .672 EBI .aeo 1250 .750 4 .742 CGI -396 CGI -51 F .125 CGI -503 4.613 NARROW SIDELITE STILE 4M 3122 1.250 ATS .150 2358 1.112 CG -500A TOP RAIL CGI -509 CGI -505 166 FRAME JAMB/MULLION ASTRAGAL .500 .aa 7 �1.844--1 1 C6I-540 aooS-I .125 — 3277 A� .125 .7 1250 • • 50 •••••• • • • • 45zz tzs tzs • • • • • • • CGI -539 3776 •••••• • •• •••••• im CGI -514 • 238e SADDLE THRESHOLDS HORIZONTAL MUNTIN 7.312 CN with •••• • • • • *� •••• •DWG. NO.: �$8=Q1 CGI -510 IrijY�wMrr 3 • • • • • SIDELITE MULLION " a'CIVI 0H�1D 4"r" 600* • • • • • ru ae ¢iossz • cam. •••••Xpl-k • 465 wootzs�••••• A7s FL • tot �t 25 �raet mems nolwo • 1 products:• Serbs 450 Out r%4Db rs & SiMelites • CGI -508 CGI-501JUNA 2012 dote : 10-20-97 • • • sheet 2.1 of 7 FRAME COVER BOTTOM RAIL - 11r T - Bolt Assembly Bolt Housing #10 x 3/4° PH SMS Flushbolt Linkage Assy. Connection Wheel Cylinder/Deadbol Lkrr Assy. TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3—POINT LOCK Balt Tip I SMS #8x1/2"PH MS Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) O Fjgj Flushbolts (Inactive Panel) Threade( Rod Keyed Cylinder Deodbo'. Assemb Actual Arm REGENT 3 POINT COMMERCIAL LOCK I :tuator Arm ,/2. Bolt Housing T— I SMS Bolt Tip #10 x 3/4" PH SMS #10 x 3/4" FH SMS ::0 Surface Mounted Activator TOP SECTION SHOWN (BOTTOM SIMILAR) SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT •000.0 per• • • • 0000 • lTi • • �� • •• 0000.• 0000•• 0000.. 'DWG. NO.: '418--.01 #12x1' FH SM Keepe Top Lock Assembly Bottor Bolt Dor-0—Matic 1690 1/4" AS Jackson 20861 #8 x 3/4" FH SMS 1/2- Strike /rStrike Plate Top Guide w/trip #10 x 1 /2" release FH MS Top Bolt Bottom Bolt Guide #10 x 1/2" �_ .... FH MS t/z• • • eel 000000 000000 • • •••• • • . . eo• "' • tiWG. NO.: tlV9$"Q 1 •• •• •• •••••• •.••.• • • • WIN00W"ygI,6 pORS6690.• X101 25 90eet agar. fWda M • product ! •Seriek 450 Outsa 4 seers & Sfd9lites • date : 10-20-97 • • sheet 2.3 of 7 Enr:.wvao *6W FIXc a 92 Ssse g UN 299 2012 1/4" AS Jackson 20861 #8 x 3/4" FH SMS 1/2- Strike /rStrike Plate Top Guide w/trip #10 x 1 /2" release FH MS Top Bolt Bottom Bolt Guide #10 x 1/2" �_ .... FH MS t/z• • • eel 000000 000000 • • •••• • • . . eo• "' • tiWG. NO.: tlV9$"Q 1 •• •• •• •••••• •.••.• • • • WIN00W"ygI,6 pORS6690.• X101 25 90eet agar. fWda M • product ! •Seriek 450 Outsa 4 seers & Sfd9lites • date : 10-20-97 • • sheet 2.3 of 7 1X4 PT WOOD SEE NOTE BELOW— n SEALANT —� (D F- W 2 W ry TYPICAL 01 p 1/4" DIA ULTRACON I @ 6" FROM ENDS a i r AND 24" O.C. 3 1/4" DIA. ULTRACON SEE SHEET 7 14*1. / / OPTIQNAL INSTALLATION 9 tao NTO 2X4 PT WOOD SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT s 3 TYPICAL O .125 u1 2A TYPICAL IJ 0 1-1 E X w n n X4 PT WOOD S 1 1 •r SEE NOTE BEL(W E- TYPICAL JAMB ANCHORS 1/4" DIA ULTRACON 0 6" FROM ENDS AND 19-31W O.C. FOR LOADS UPTO 70 PSF 14-1/2- D.C. FOR LOADS UPTO 110 Pte•' \ lY O.C. FOR LOADS ABOVE 110 PSP .(SEE SHEET 7) -- F1/4" DIA. ULTRACON r•1X4 PT WOOD rvil ACTIVE TYPICAL PANEL ASSEMBLY ' TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 14 504 EXTERIOR FRAME WIDTH ASTRAGAL REOD. FOR INTERIOR %WATER RESISTANT DOORS ONLY •" m AND 24 O.C. �+ (INTERMEDIATE ANCHORS)-07O4o3 Ergr JACNIL o FLA. PE tam NOTE: g g g ALL ANCHOR CONDITIONS SHOWN ON p p R SHEETS 3, 4 AND 5 MAY BE DIRECTLY 3 Co.*TE TO MASONRY WITH 1/4" MAX. SHIM SPAC j - - c' " , 4\ 4 .\ ° + WITHOUT VARIATION IN CAPACITY. R s 19 9 UN 2p 2012 - .150 1.250 .125 OPTIONAL EXTERIOR r 502 505 502 SQUARE GLAZING (SEE SHEET 1.2) a 1250 2X4 PT WOOD 8 • i • O t° �✓i invE OPTIONAL INSTALLATION ACTIVE • • • • • • INTO 2X4 PT WOOD • NOTE: IX OR 2X WOOD BUCKS NOT BY CGI 1.675 • BUfT WING DOOM• ZA TYPI CAL MUST BE PROPERLY SECURED AND 505 • • • • • • a o0 0 • • • • • • SCREWS MUST SUSTAIN LOADS IMPOSED EXTERIOR • • A • • • • SEE SHBET 1.1 :so* • • • • • • 3/ END 3/ BY GLAZING- SYSTEM. • • • • • • • 2,082 .100 1/4" DIA ULTRACON ® 6" FROM ENDS »e. • • • • • • • • • • *DWG. NO.: %*V' 01 AND 24 O.C. �+ (INTERMEDIATE ANCHORS)-07O4o3 Ergr JACNIL o FLA. PE tam NOTE: g g g ALL ANCHOR CONDITIONS SHOWN ON p p R SHEETS 3, 4 AND 5 MAY BE DIRECTLY 3 Co.*TE TO MASONRY WITH 1/4" MAX. SHIM SPAC j - - c' " , 4\ 4 .\ ° + WITHOUT VARIATION IN CAPACITY. R s 19 9 UN 2p 2012 502 DOOR FRAME WIDTH THIS SILL IS NOT RATED FOR WATER SS1 ADA SADDLE 0 to EXTERIOR SWEEP --� MULLION #1 —2878 502 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES V-6" WIDE OR SMALLER. t .675 b- 4.812 EXTERIOR @ c SEALANT Seem P SIDELITE FRAME WIDTH 0 to 4 .c : a t a{ .a �� 502 1X4 PT WOOD SEE NOTE SHEET 3 511 " 6 04 -' 1/4" DIA. ULTRACON v ' @ 6" FROM ENDS & �� t� 19-3/8" O.C. AT INTERMEDIATE ANCHORS !_i SEE SHEET 6 SIDELITE FRAME WIDTH SJ -0 DS -0 L 0 THIS SILL IS I _ I NOT RATED 4 :••:•� •. FOR WATER 0000.. SS RESIDENTIAL SADDLE r— 4" WIDE SADDLE x l9 l9�fl� THRESHOLD • :INOOW:•�•DOORS EXTERIOR /--540 • 1010 m lhsed 25 stmd m mm. fbrido 33% • • • • — 1/4" DIA. ULTRACON ��'—•^ a @ 6" FROM ENDS & • •• 0000•• REFER TO SHEET 2 OF 7 FOR 24" O.C. • • TYPICAL BILL OF MATERIALS .Iso 3 9 C�JfxtETE 0000.• 0 to 4 .c : a t a{ .a �� 502 1X4 PT WOOD SEE NOTE SHEET 3 511 " 6 04 -' 1/4" DIA. ULTRACON v ' @ 6" FROM ENDS & �� t� 19-3/8" O.C. AT INTERMEDIATE ANCHORS !_i SEE SHEET 6 SIDELITE FRAME WIDTH SJ -0 M T '2'8 L 0 crilL I _ I FLA. PE $ 7�992 �3B 4 :••:•� •. 0000.. • 0000•• x l9 l9�fl� • :INOOW:•�•DOORS • 1010 m lhsed 25 stmd m mm. fbrido 33% • • • • ��'—•^ a 0000•• • •• 0000•• REFER TO SHEET 2 OF 7 FOR 000000 • • TYPICAL BILL OF MATERIALS 0.00; 0000 • • 0000.• _ "�'• sees•• 0sees DW 0 NO.: �9 e01 •• •• 0000•• crilL FLA. PE $ 7�992 �3B 4 :••:•� •. �iiFt • 0000•• x l9 l9�fl� • :INOOW:•�•DOORS • 1010 m lhsed 25 stmd m mm. fbrido 33% • • • • ��'—•^ a product : Series 450 Outs&g Doors &idelites Jt1N tjOi dote : 10-20-97 sheet 4 of 7 MULLION TYPE 1 WIDE STILE -WIDE STILE 502 .675 SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 2 WIDE STILE -NARROW STILE 502 CD Lo 502 4.812 I q,"'°'� An I- SS -0 SEALANT °MOR SIDELITE PANEL WIDTH DS -0 --I .675 t-4.812 1ai962j.67S I� EXTMOR SIDELITE PANEL WlDTH:::j SS -0 I SIDELITE PANEL WIDTH DOOR SIMILAR DS -0 2 511 --11511 MULLION TYPE 3 NARROW SIRE -NARROW STILE EXIEM - I25 SIDELITE PANEL WIDTH ISS -0 1.062 SIDELITE PANEL WIDTH IPS. �4mH�am. xamH�nHa. w9T11,��9aa WIDTH (W) DOOR PANEL + FD(ED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS &.91 JAVA A11MAn cwL $@ Fl.C� A 343870892 all$J 2012 MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MOLL TYPE 21 MULL TYPE S 6IDT11 (81) HEXAD EXr.(+) WT.(-) EXT -0) Wf.(-) EXT.(+) W1.(-) 1/6 2/0 2/8 3/0 3/8 8/8 100.0 110.0 100.0 110.0 100.0 110.0 „ 100.0 110.0 10 0.0 110.0 100.0 110.0 100.0 110.0 IOILO 110.0 - - 100.0 1109 IOU 1109 - - 100.0 110.0 70.0 70.0 - - ~ 1/8 2/0 2/8 3/0 3/e 7/0 100.0 1109 100.0 1109 Imo 110.0 100.0 110.0 10110 I mo 1009 110.0 loo.0 110.0 100.0 1109 - - 100.0 1109 1009 110.0 - - 100.0 1109 - - - - 1/8 2/0 2/8 3/0 3/8 7/6 100.0 1109 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 10110 110.0 70.0 709 - - 100.0 110.0 - - - 1/6 2/0 2/8 3/0 3/8 8/0 1009 11110 10x0 110.0 100.0 11 o.0 to" 110.0 100.0 1109 709 709 1009 1109 100.0 1109 - - 100.0 1109 - - - - 100.0 1049 - - - 1/6 2/0 2/8 3/0 3/6 8/6 100.0 1109 100.0 110.0 1009 110.0 1009 110.0 100.0 1109 - - 100.0 110.0 1 IOU 100.4 - - 889 98.8 - 709 709 - - - 1/6 2/0 2/8 3/0 9/0 1009 110.0 100.0 1 1109 100.0 110.0 1009 110.0 100.0 104.1 - - 98.1 98.1 70.0 709 - - 829 829 - - - - 1/8 2/0 2/8 3/0 9/8 70.0 709 70.0 709 IOU 1109 70.0 70.0 70.0 709 - - 709 70.0 - - - - 709 709 - - 1/8 2/0 2/e 3/0 10/0 • • 709 709 70.0 709 70.0 70.0 70.0 709 �9 • *0.0 - - 40 • 70A - - - •59.9 • 599 �- - • - *DWG. NO.: 01 WS$ i4mdoo ...... * a • • • • •..•.. wlrvo0,ws•49u 4X7600rks . 10106'rw wad 25 aftrg. Ronda 33%j • product' Serie's 450 Outsrj)ng'08m & Silelites • dote : 10-20-97 sheet 5 of 7 PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES (NARROW SOLE SIDELRES UNITED TO 18' OR LESS) DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' 7/18" COMPOSITE PANELS I" COMPOSITE PANELS GLASS TYPE 'AI' G1.1133 TYPES 'B' & 'B1' NOM PANEL WIDTH NDN. PANEL HEIGHT EXT. 0) INT. C-) EXT. 0) INT. (-) EXT. 0) INT. C-) 2/0 2/6 3/0 3/6 6/B 100.0 110.0 70.0 70.0 90.0 90.0 - 100.0 110.0 70.0 70.0 90.0 90.0 IOOA 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70A 90.0 90.0 2/0 2/6 3/0 3/6 7/0 Inc 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 Inc 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/6 ICU I1OA 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 11110 70A 70A 90.0 90.0 IDSA 108.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 8/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 70.0 7DA 70.0 r 70.0 ■ - - 2/0 2/6 3/0 3/6 8/6 100.0 llu 70.0 r 70A r - - 100.0 110.0 70.0 ■ 7" r - - 100.0 110.0 70.0 r 70.0 r - - 70.0 70.0 70.0 ■ 70.0 r - - 2/D 2/6 3/0 9/0 100.0 110.0 70.0 r 70.0 ■ - - Inc 110.0 70.0 r 70.0 r - - Ina 110.0 70.0. 70.0 r - - 2/0 2/6 3/0 9/6 7110 70.0 70.0 ■ 70.0 r - - 70.0 70.0 70.0 r 70.0 r - - 70.0 70.0 70.0 r 70.0 r - - 2/070A 2/6 3/0 10/0 70.0 70.0 r 70A ■ - - 70.0 70A 70.0 r 70.0 r - - 7110 70.0 70.0 r 70.0 it - - LOADS ARE FOR DOORS USING THRESHOLDS ® M ANY CONDITION AND SS1 & WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE. " GLASS UMIILU IU d/U UATUIL UYLNINU. VANLL JILL) AUUYL O/U KLUUIKL IKUL MUNIIN. SS1 O W 540 OUTSWING (SADDLE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PANEL R/SIDELITE 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. STEPS TO USE CHARTS: 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. 4. CHECK THE ALLOWABLE'EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. S. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) S. FOR MULLED SIDEUTE REFER TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR THE ENTIRE SYSTEM. JUN 2 9 2012 • • % h 671 • s • • ••flu 0 JUN 2 9 2012 • • % h 671 I SINGLE DOOR OR SIDELITE i I MULLION ANCHORS CLUSTER OF ANCHORS AT SIDELSE 3. 4. 5 OR 6 (3) 2 AT ZaITE 1 AT DOOR MTG. SRIF CHORS 9EE CHART FOR CAPACITY AN C 24' TYP. ANCHOR SPACOKi I MIT DOUBLE DOOR t I PANEL. WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH MULLION ANCHORS AT SIDELITES 538 713 1089 92.4 DESIGN WAD CAPACTY-PSF 3/0 IONDTAL PANEL WIDTH DIMS PANEL HEIGHT TYPE •B' TYPE 'C' CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF 3 ANCHORS 4 ANCHORS 6 ANCHORS S ANCHORS 4 ANCHORS OMINAL PANEL WIDTH DIM PANEI HEIGH 2/0 2/6 110.0 100.3 110.0 110.0 110.0 110.0 2/0 2/6 6/0 81.1 110.0 110.0 110.0 110.0 3/0 6/8 611.0 60.7 1109 110.0 110.0 3/0 80.4 3/6 110.0 56.0 711 110.0 1013 110.0 3/6 110.0 110.0 2/0 1109 95.6 110.0 110.0 110.0 110.0 2/0 1110 2/6 67.1 77.2 103.0 110.0 110.0 1109 2/6 7/0 3/0 7/0 649 86.4 110.0 110.0 110.0 3/0 94.0 3/6 110.0 558 1 74.4 110.0 988 110.0 3/6 100.3 110.0 2/0 1109 893 110.0 110.0 110.0 110.0 2/0 110.0 2/6 53.7 721 911.2 Ilu 110.0 110.0 2/6 7/6 3/0 3/6 7/6 SOS 50.7 110.0 104.6 1109 3/0 3/6 708 521 698 1043 90.1 110.0 2/0 110.0 617 1118 110.0 110.0 110.0 2/0 110.0 2/6 3/0 Gro 67.7 90.2 110.0 110.0 110.0 2/6 3/0 8N 5697V 110.0 911 110.0 69 3/6 110.0 48.9 1 652 978 848 1078 3/6 88.6 1108 2/0 110.0 718 1011 110.0 110.0 110.0 1 2/0 458 608 76.6 2/6 8/6 617 649 110.0 110.0 IIOD 2/6 8/6 MTG. STILE ANCHORS AT DOUBLE DOORS 538 713 1089 92.4 DESIGN WAD CAPACTY-PSF 3/0 TYPE 'B' & TYPE 'C• AT 1381 911.E r&E 'C' AT 8-0 & 898 CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER 3 ANCHORS 4 ANCHORS 5 ANCHORS 3 ANCHORS 4 ANCHI 105.7 110.0 110.0 110.0 110.0 648 110.0 110.0 110.0 110.0 70.4 639 110.0 110.0 1100 80.4 60.5 1109 110.0 110.0 100.7 110.0 110.0 1109 1109 808 107.4 110.0 1110 110.0 67.1 898 110.0 110.0 110.0 573 717 110.0 108.0 nob 94.0 110.0 110.0 110.0 110.0 752 100.3 110.0 110.0 1109 82.7 83.6 110.0 110.0 110.0 53.7 71.6 107.4 1009 1109 N.2 110.0 110.0 110.0 1109 708 94.1 110.0 1109 110.0 592 714 110.0 110.0 110.0 514 672 1009 94.6 110.0 110 110.0 1100 110.0 110.0 614 88.6 1108 110.0 110.0 3/0 538 713 1089 92.4 110.0 3/0 55.4 73.6 110A 1039 110.0 3/6 469 61.4 621 76.6 1018 3/6 47.4 1133 949 69.1 110.0 2/0 74.5 993 1 1109 110.0 1109 2/0 79.6 104.5 1 1109 IIO.0 110.0 2/6 9/0 60.2 803 110.0 104.0 1109 2/6 9/0 628 917 110.0 1 110.0 1109 3/0 508 67.3 110.0 973 110.0 3/0 523 69.7 104.8 962 110.0 2/0 70.6 94.1 1109 110.0 110.0 2/0 74.4 99.1 1109 1109 110A 2/6 9/6 57.0 711 918 1109 2/6 9/6 598 793 110.0 110.0 1109 3/0 479 639 SV 103.6 3/0 498 611 99.1 911 110.0 2/0 67.1 614 110.0 nab 2/0 .717 942 110.0 110.0 nog 2/6 10/0 542 72.3 917 it 110.0 2/6 10/0 568 714 110.0 1011 110.0 3/0 458 608 76.6 100.3 3/0 4T.1 628 1 942 69.4 1110 C TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS ANCHORS TO BE AT 6" FROM CORNERS TYPE 'e'- 1/4" DIA, a 7ReroN BY 'EL co (v".177 X%Fy.155 Rsl) • SPACING 24" O.C. AT HEAD &SILL INTO 213Y WOOD BUCKS OR WOOD STRUCTURES • • • • • 1-1/2- MIN. PENETRATION INTO WOOD a 0 THRU IBY WOOD BUCKS INTO CONCRETE AT HEAD SUPS we 0 •• 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 1. SELECT TYPE OF ANCHOR. �•• 2. FOR SIZE OF UNrrs*dbWt ALLOWAft • • DIRECTLY INTO CONCRETE 1-1/4' MIN. EMBED INTO CONC. OR MASONRY LOAD CAPACITY. THlsi jqACITY MUST • o MEET OR EXCEED DESIGN WIND LOAD G EDGE DISTANCES REQUIREMENT DETER•M1N9 4N•STEP 1 i IMO CONCRETE AND MASONRY = 2' MIN. s • • • s OF SHEET 6. 9000 • INTO WOOD STRUCTURE = 1' MIN. • • • •• 11 • �t tai TYPE 'C'- ,1/4' DIA. ULTRACON BY 'ELCO (Fw177 ICD, F)-155 DIRECTLY INTO CONCRETE 161) �AT HEAD OR SILL CIVIL FLA,PE d 70582 • CAN. • • • a 3 ••✓)MM69114•Ak-a� o 1-3/4' MIN. EMBED INTO CONIC.JJ • • • • I EDGE DISTANCES INTO CONCRETE = 2-1/2' MIN • ! s • • • • CONCRETE rc - 3000 PSI MIN.J 9 2012 *040 C-90 HOLLOW/FILLED BLOCK Pm =2000 PSI MIN. sEe U_ X12 SCREWS M� � 2/ END I 12 EG LE Z 0 � / 2 ALUMXAN/IF EXTERIOR EXTERIOR I O LL INTERIOR f� INTERIOR HEAD CORNER DETAri �' S SS A SHI CORNER DET n. CORNERS TO BE SEALED WITH RESIDENTIAL SADDLES ORNER CONSTRUCTION $ g co LOW MODULUS SILICONE SILPRUF. #12 SCREWS y 12 SCREWS 2/ LEG 0 zz� 3/ END 'o 2 X 2 X 1/4- Uo � i ALUM ANGLE � EXTEitIOR I c EXTERIOR / • • fills, jVol,,i +••• • •mSoca � � • • • • INTERIOR 8 ADA SILE S1iUUUON • INTERIOR �� PE IL • • cu. aMr • • • • • i • +• ®wIM•iirlbAAlf6 CAN.a PANEL CORNER DETAIL • • • STD. SL.L CORNER DETALL + + :060 Q 1 N '29 Z012 • • �+ sheet 7.1of 7 TO REMAIN STORAGE TO REMAIN a1®®a aWIN VQa.d1. as QQ mooa&Q as Rio= 1 E i ZONING DEPT i 1 LIVING 1 EEManIasoM �e SUBJECT TO COMPLIINCE WIT ALL FEDERAL 1 e G ' 1 ' 1 A ! i R 1 ' 1 ,eoe�E�eaOc� 1 A " , 1 16 SH 37x38 G 1 KITCHEN 10 HR 53x51 XO 14 HR 88x61 XOX 15 HR 74x51 XO DINING ROOM 13 DD 72x80 12 11 7 HR HR CSMENT 73x61 73x61 37x51 XO OX EGRESS Zft.' 115 TVs1 a FAMILY 1: ROOM o i BEDROOM Miami ShoresGiPillage I a 1 E i ZONING DEPT ' i LIVING 1 EEManIasoM �e SUBJECT TO COMPLIINCE WIT ALL FEDERAL 1 1 10 HR 53x51 XO 14 HR 88x61 XOX 15 HR 74x51 XO DINING ROOM 13 DD 72x80 12 11 7 HR HR CSMENT 73x61 73x61 37x51 XO OX EGRESS Zft.' 115 TVs1 a FAMILY 1: ROOM o i BEDROOM Miami ShoresGiPillage I a APPROVED BY = DATE ZONING DEPT ' BLDG DEPT LIVING l LL EEManIasoM �e SUBJECT TO COMPLIINCE WIT ALL FEDERAL ;,TATF AND COUNTY RUI ES ANS RFOUI ATIONS 6 SH 37x51 VR,.E STILE WIND®W5 & DOOM W W W. P R E S T a G E W a N 0 0 0 R. C O M Pro'ect: OSCAR RESEK RESIDENCE 161 NE 92 SIRREET MIAMI SHORES, FL 33138 Drawn by: Jose E Perez Permitting Coordinator LEGEND: All escape windows shall provide a Clear opening of not less than 5.7 $QrT. The width shall be not less than 20" and 9..999 The heig et sRgll nol pe less than • 24�• • • . • •96.66 • a. .9669. The bottpjpq( the opeging sh411 not be ..•.6• � More thda " aborad fished Alar. • 9.666• • •. •...• n Notes: ' • ""' • Remouesand Raplace: • •' •: existing windows • SD: Single Door • DD: Double Door • HR: Horizontal Roller • CSMENT: Casement • SH: Single Hung Al N.T.S. 1 5 'BATH 1 LIVING SH ROOM i 19x39 " , lam®seem®®eea®®®ei i DEC 19 2014 0 a=3 as C=AImaao=1 a8oe=a1aoa� 4 i -- SH MASTER _�_"—��'i ° BEDROOM 38x51 BEDROOM 1 1 MASTER° o o BATH 1 ' HR " 17 111x63 g 8 SD XOX HR SH 38x81 2 3 53x51 19x38 H R 37x51 H R 53x51 XO XO XO E _EGRESS - --E -- - - EGRESS VR,.E STILE WIND®W5 & DOOM W W W. P R E S T a G E W a N 0 0 0 R. C O M Pro'ect: OSCAR RESEK RESIDENCE 161 NE 92 SIRREET MIAMI SHORES, FL 33138 Drawn by: Jose E Perez Permitting Coordinator LEGEND: All escape windows shall provide a Clear opening of not less than 5.7 $QrT. The width shall be not less than 20" and 9..999 The heig et sRgll nol pe less than • 24�• • • . • •96.66 • a. .9669. The bottpjpq( the opeging sh411 not be ..•.6• � More thda " aborad fished Alar. • 9.666• • •. •...• n Notes: ' • ""' • Remouesand Raplace: • •' •: existing windows • SD: Single Door • DD: Double Door • HR: Horizontal Roller • CSMENT: Casement • SH: Single Hung Al N.T.S.