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WS-19-2880Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS -1244-2880 $ Permit Type: %Nlndows/Shutlers I�orlassifrcafon: Window/Odor Replacement Permi, Zttus: Approved Issue Date: 12/18/2019 Expiration: 06/15/2020 Parcel Number 1700 NE 105TH ST 302, Miami Shores, FL 33138 1122300500400 Contacts Description: REPLACE 1 WINDOW AND 1 DOOR Valuation: $ 7,884.66 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees ALFONSO DAVID GIL Owner 1700 NE 105 ST 302 ATLANTIC WINDOWS & SHUTTERS INC Contractor HATEM BAMIEH Business: 3052338886 SERVICE@AWSMIAMI.COM $50.00 CCF $4.80 Description: REPLACE 1 WINDOW AND 1 DOOR Valuation: $ 7,884.66 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $4.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.60 Scanning Fee $15.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $148.40 Payments Date Paid Amt Paid Total Fees $148.40 Credit Card 12/04/2019 $50.00 Credit Card 12/18/2019 $98,40 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cpnst(uction aXzoning. Futhermore, I authorize the above named contractor to do the work stated. Owner / Applicant / Contractor / Agent December 18, 2019 Date Page 2 of 2 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 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS T DEC 0 4 2019 FB C 20 n L4� Master Permit No. W S -12 — k 1 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I rIo© N E 5 ?,4. ",3DaZ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 111-2.130-660-0400 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): DAVID 121L Phone#: Address: 1-100 ME 16S ST At 26 City Tenant/Lessee Name: State: r( Zip: 3313 Phone#k W- M -32!a 0611101 IN IN ► F"1701 CONTRACTOR: Company Name: 4-t L.AN TiC in/ I N/D&A'S & St-WTTEyzS Phone#: (305) 2-33 SS&P Address: 1311'55 5 y\1 a-7 -I VC r\AADAq' - 105- - - l� z City: %,q AA I State: -F v Zip: 33 1-1(.0 Qualifier Name: /+A- iEM ( M ICt+ Phone#: State Certification or Registration #: CL -4G 1-S2- ta041. Certificate of Competency #: DESIGNER: Architect/Engineer: Add Phone#: City: State: Zip: Value of Work for this Permit: $ 'I :E'S 4 , t -P (p Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New R Repair/Replace ❑ Demolition Description of Work: RE PLgcc 1 IN IN_1�r V S :!,IIQ 012S Specify color of color thru tile: Submittal Fee $ ke Permit FW, Scanning Fee $ Radon Fee $ Technology Fee $ Structural Reviews $ IRevised 02/24/2014) Training/Education Fee $ CCF $_— CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ G% 0 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 OIL 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. XSignat _ Signature___ _ OWNEA or AGENT CONTRACTOR The foregoing instrument was acknowledged before i-ne this day of AJ0 ✓r 20 _ / Q _ by 4-14A)Sb SQV(V �ei/ w/h�o�is personall known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign The foregoing instrument was acknowledged before me this 5__, day of /y©✓QIXLy— 20 Z 9 by who.is�p/erson�ally known to me or who has produced �� Cas identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: b BARBARA MIRINO NB, BARBARA MIRINO i Notary Public - State of Florida Seal:��,' Notary Public - State of Florid, Commission # GG 304467 U, ? �'� o` Commission # GG 304467 'roF orry: My Comm. Expires Feb 21, 2023 My Comm. Expires Feb 21, 20 Bonded through National Notary Assn. Bonded through National Notary A- APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 2 OFFICE OF THE PROPERTY APPRAISER .. Summary Report Property Information Folio: 11-2230-050-0400 2018 1700 NE 105 ST UNIT: 302 Property Address: $0 $0 Miami Shores, FL 33138-2145 Building Value FEDERAL NATIONAL MORTGAGE Owner $0 XF Value ASSN $0 ............ PO BOX 650043 Mailing Address $118,402 $108,626 DALLAS, TX 75265 USA Assessed Value 4900 MULTI -FAMILY - PA Primary Zone $71,434 $0 CONDOMINUM $46,434 0407 RESIDENTIAL - TOTAL Primary Land Use VALUE: CONDOMINIUM - $25,000 RESIDENTIAL Beds / Baths / Half 1 / 1 / 0 Floors 0 Living Units 0 Actual Area Sq. Ft Living Area 878 Sq. Ft Adjusted Area 878 Sq. Ft Lot Size 0 Sq. Ft Year Built 1965 Assessment Information Year 2019 2018 2017 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $118,402 $108,626 $135,782 Assessed Value $118,402 $108,626 $71,434 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $0 $46,434 $64,348 Homestead Exemption $25,000 School Board $25,000 Second Homestead Exemption $25,000 Taxable Value $21,434 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description THE SHORES CONDOMINIUM APT 302 THIRD FLOOR UNDIV .0083% INT IN COMMON ELEMENTS CLERKS FILES 64R-124472 Generated On : 12/4/2019 Taxable Value Information Previous 2019 2018 2017 ............. County Exemption Value $0 $0 $46,434 Taxable Value $118,4021 $108,626 $25,000 School Board Exemption Value $0 $0 $25,000 Taxable Value $118,402 $108,626 $46,434 City Exemption Value $0 $0 $46,434 Taxable Value $118,402 $108,626 $25,000 Regional Exemption Value $0 $0 $46,434 Taxable Value $118,402 $108,626 $25,000 Sales Information Previous OR Book - Price Description Sale PageQualification 31254- Federal, state or local government 12/11/2018 $0 4852 agency 22965- 12/01/2004 :$145,000 Sales which are qualified 1473 17772 08/01/1997 $60,000 Sales which are qualified 0430 16401- Sales which are disqualified as a result 04/01/1994 $0 1494 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade Countv assumes no liabilitv. see full disclaimer and User Aareement at httD://www.miamidade.aov/info/disclaimer.asi) https://www8.miamidade.gov/Apps/PA/propertysearch/ 12/4/2019 f S 4 rr _.',t.._•, Ns_ +,,!1N ''-A WORK REQUEST AFPLICATIO\ Own er's Name unit �- I hereby request approval from tiwe Board of Directors for the folio,wing modification or aiteration to any unit tb at will be performed by a licensed contractor. Electrical work Plumbing wort; , �.'_..__....._ �..,....r.�._. - Carpet installation `Windows t✓ Ti,e installation- _ Other wwt;. or ve ocemw.c ltc�t �, ,zS D scription of the "ort "I&� ° 1 lae.orevav decide to upg ey"du a arta .ei o her ihun mini r carpet yoas rncsst obtairn*permission from the Board of Direciors and/ r liiarni Shores Villa;e. A copy 1'a1 the plans, specifications and pernits, and a description of the licensed _. work to',be performed must be submitted for consideration and approval by the Nliami Shores Village Building Department (30.5-'95-2204). It is the owner's responsibility to ensure that the contractor removes all excess construction material or building debris. It cannot be placed. m the dumpsters. "Window frames must be gray in color to tool; like aluminum_ Windows must be Two (2) panels over Two (2) panels. Mass must be clear- color. 1, as the unit owner acknowvledge responsibility for any damage to the building or parsorial injuries thatmay occur during the project. The Shores Condominium lcc. its officers and employees are in no way responsible for damage or theft to my apartment or my belongings. (A S200M deposit is required and will be refunded if no damage to the property, is reported.) Iy and sta a agree to the statements made above. I ` 1 I. Unit. �wv er's_s' y � re Date Fel)proved by: ate: l a r T - This instrument was prepared by: Ari Miller Choice Legal Group, P.A. (954)453-0365 P.O. Box 9908, Ft. Lauderdale, FL 33310-0908 Fite Number: 135433-27 Revised 10/06/93 FL (conventional) REO# A1807VY Folio# 11-2230-050-0400 SPECIAL WARRANTY DEED CFN: 20190658150 BOOK 31655 PAGE 4091 DATE: 10/22/2019 08:46:14 AM DEED DOC 720.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY THIS INDENTURE, made October 8, 2019, by and between FEDERAL NATIONAL MORTGAGE ASSOCIATION A/K/A FANNIE MAE, P.O. BOX 650043, DALLAS, TX 75265-0043, a corporation organized under and existing pursuant to the laws of the United States, hereinafter called Grantor, and Alfonso David Gil Silva a single man of: 1700 NE 105b1 St. #302, Miami, FL, 33138 hereinafter called Grantee. WITNESSETH, that the said Grantor, for and inconsideration of the sum of Ten Dollars in hand paid by Grantee and other valuable considerations, the receipt whereof is acknowledged, hereby grants, bargains, and sells to the said Grantee, forever, the following described land in the County of Miami -Dade, State of Florida, to -wit: Unit 302, OF THE SHORES CONDOMINIUM, together with an undivided interest in the common elements, according to the Declaration of Condominium thereof, recorded in Official Records Book 4247, Page 707, as amended from time to time, of the Public Records of Miami -Dade County, Florida. The property is commonly known as 1700 NE 105 STREET #302, 3746 p, FL 33138 TO HAVE AND TO HOLD the above-described property with appurtenances, unto the said Grantee, and their assigns, forever, subject to covenants and restrictions of record, zoning and land use restrictions imposed by governmental authorities, and matters an accurate survey would reveal, AND SAID GRANTOR DOES hereby specially warrant the title to said lands and will defend the same against the lawful claims of any person whomsoever claim by, through or under the said Grantor. IN WITNESS WHEREOF the undersigned FEDERAL NATIONAL MORTGAGE ASSOCIATION AlK/A FANNIE MAE has caused these presents to be signed in its name by its undersigned officers and It's corporate seal affixed this October 8, 2019. Printed Witness Name X445� Witness j 1 Printed Witness N me STATE OF FLORIDA)) ss. COUNTY OF BROWARD)) CFN: 20190658150 BOOK 31655 PAGE 4092 FEDERAL NATIONAL MORTGAGE ASSOCIATION A/K/A FANNIE MAE By / KIMBERLEY RANDAZZO Signatory for Choice Legal Group, P.A., as Attomey-in-Fact for FEDERAL NATIONAL MORTGAGE ASSOCIATION A/K/A FANNIE MAE 1 hereby certify that on this day before me, an officer duly authorized in the state and County aforesaid to take acknowledgements, personally appeared KIMBERLEY RANDAZZO as Authorized Signatory for Choice Legal Group, P.A., as Attorney -in -Fact for FEDERAL NATIONAL MORTGAGE ASSOCIATION A/K/A FANNIE MAE to me known and known to be the person described in and who executed the foregoing instrument as Authorized Signatory for the corporation named therein and sr -the same as such officers i;thc d 1 behalf of said corporation, Witness o cial seat in the county and State last aforesaid, the day of� 2019. Notary Publt_c Aori(M - My Commission Expires: (Seal) Nosy SW* of Piottida . Lixtleth L Beffr* I t33t3t382 Im ►moi 1vaNuC31 CONDOMINIUM APARTMENTS 1700 NORTHEAST 105TH STREET ON BISCAYNE BAY • MIAMI SHORES, FLORIDA 33138 r .PHONE (305) 893.6741 CERTIFICATE OF APPROVAE, WAIVER OF RIGHT OF FIRST REFUSAL & STATEMENT OF ASSESSMENT in reference to: Condominium Unit No.3, 02 -_of THE SHORES CONDOMINIUM, a condominium according to the Declaration thereof, recorded at Official Records Book 4247 Page 707, et seq. and.at Official Records Book 21068 of the Public Records of Miami -Dade County, Florida. At the request of the present owner, the undersigned officers of THE SHORES CONDOMINIUM, INC (THE.. :A�sociation}, operat�yirllg1he above described c�+ondrom�niuin, hereby certify as follows. 1 That �If15CJ, as purchasers}, has/had been duly approved by the undersigned Condominium Association, pursuant to the provisions of the above described Declaration of Condominium, and the Association waives its right of first refusal .2. Currentssments owing for this unit are $ �} (if Wane are owing, insert the word `none) l ��f 2�) �� a�, 5?PSr ir1 ' - �tXl f1�, `f / • foD �� t'''af" 3. .That all maintenance against the above parcel for common expenses is fully paid as of this date and that the next payment is due on the �f'day of 0[3 �,f' , 20-4 in the amount of ° _ 5-63 `ofor a period of c3 r� ocgto. _ori- 31. 20 i DATED this l I day ofrp_ 201 q. . THE SHORES CONDOMINIUM, INC...:. 13y:LL ect n' D ENTRANCE NOT PART OF PERMIT KITCHEN I FOYER BATH & W.I.C. I LIVING / DINING ROOM O BALCONY BEDROOM EGRESS I , � I I I I I , I I I � I � I I I I I I I II I I I I I I I I � I I , , FLOOR PLAN & GLAZING ELEVATIONS ( @ THIRD FLOOR ) SCALE: 1/8"= 1' N SCOPE OF WORK GENERAL NOTES • ALUMINUM HORIZ-ROLLER WINDOW ...IMPACT RESISTANT • FIVE STORY STRUCTURE (50' MEAN ROOF HEIGHT) BY CGI WINDOWS & DOORS ...NOA: 17-0918.09 • EXPOSURE: D • ALUMINUM SLIDING -GLASS DOOR ...IMPACT RESISTANT • WIND VELOCITY: 175 MPH BY CGI WINDOWS & DOORS ...NOA: 19-0603.03 • KD: 0.85 • FLORIDA BUILDING CODE 2017 •ASCE 7-10 WIND CODE • BASED ON TRIBUTARY AREA AS SHOWN • CONTRACTOR TO VERIFY DIMENSIONS • FLAT ROOF (10% GCP REDUCTION) EGRESS REQUIREMENTS.' MINIMUM CLEAR WIDTH - 20" MINIMUM CLEAR HEIGHT.' 24" MINIMUM CLEAR OPENING: 5.750. FT. MAXIMUM SILL HEIGHT.- 44" /from finished floor) WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.Ft.= 25.69 MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE NEG.PRESSURE ZONE N.O.A. WINDOWS & DOORS AREA AREA P.S.F. P.S.F. A HORIZ-ROLLER IMP. 74.000 50.000 12.85 53.96 -58.53 1 INT (4) 17-0918.09 WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.Ft.= 98.89 MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE NEG.PRESSURE I ZONE N.O.A. WINDOWS & DOORS AREA P.S.F. P.S.F. ::D 1 SLID -GLASS DOOR IMP. 178.000 80.000 24.72 51.67 1 -56.24 INT (4) 19-0603.03 INSIDE . '9iIMMMMMI airrri�Miir w z_ INTERIOR FINISH 1"X 6' P.T. WOOD BUCK (No.l PINE) 1/4" X 2-1/2" ULTRACONS AT 4 FROM CORNERS AND STAGGERED 8" O.C. ALONG THE 1"X 6" P.T. WOOD BUCK. DOW CORNING SEALANT (CCS) CONTINUOUSLY APPLIED @ BACK & PERIMETER OF WOOD BUCK. �s STUCCO FINISH r ti- OUTSIDE EXISTING CONCRETE SUBSTRATE 1" x 6" WOOD BUCK INSTALLATION (TYPICAL) INSIDE INTERIOR FINISH 1" X 4" P.T. WOOD BUCK (No.l PINE) 1/4" X 2-1/2" ULTRACONS AT 4" FROM CORNERS AND 8" O.C. ALONG THE 1"X 4" P.T. WOOD BUCK. DOW CORNING SEALANT (CCS) CONTINUOUSLY APPLIED @ BACK & PERIMETER OF WOOD BUCK. _ fs STUCCO FINISH OUTSIDE EXISTING CONCRETE SUBSTRATE 1" x 4" WOOD BUCK INSTALLATION SCALE: 3"=1' (TYPICAL) SCALE: 3" = 1' DRAWN ON: 11/21/19 REVISED ON: DRAWN BY: SCALE: R.A.L.J, SHOWN CONTENT: WINDOWS & DOORS REPLACEMENT • ••dfr• n m Q 15790 SW 88TH AVE MIAMI, FL 33157 AR 0017521 WT A 1"0017521 Z; • to O � H (Y) Lu C'7 Z Q U ::D Z Lu w 0 L 'w F W cn Lu � CLQ o O �J •....._j • •• � Zc ••i: SHE�Ty.�� • � •..... ....•. • ••dfr• n m Q 15790 SW 88TH AVE MIAMI, FL 33157 AR 0017521 WT A 1"0017521 Z; • to JOB NAME /ADDRESS: GILL RESIDENCE 1700 NE 105th ST -Unit 302 MIAMI SHORES, FL 33138 DESIGN CRITERIA FLORIDA BUILDING CODE 2017 WIND CODE: ASCE 7-10 MEAN ROOF HEIGHT: 50.00 U_ ff EXPOSURE: D . BUILDING RISK CATEGORY II StIXB CONSTANT: 0.00256 (GCPI): 0.18 WIND VELOCITY (V): 175 (Kd): 0.85 EXPOSURE ADJUSTMENT (Kz): 1.270 (Kzt): 1 FLAT ROOF: Yes ( 10%Gcp reduction) Q= 0.00256(Kz)(Kzt)(Kd)(V)A2 184.63 p.s.f. W= Q (GCP +or- GCPI) P= 0.6 W .......... (ASD) Iv P= W ............... (LRFD) 1-- c ztect sx:s= co-,sz, &bellsouth.net 5,• �pWARp' ©•Q p: m . 0077521 2: . � CALCULATIONS PROCEDURE EXAMPLE, USING MARK (A) �RF0 ARC�'`�� W(+)= ..............84.63 p.s.f. ( 0.8826931 + 0.18) = +89.94 p.s.f. P(+)= 0.6(+89.94 p.s.f.) = W(-)= ..............84.63 p.s.f. (-0.9726931- 0.18) = -97.55 p.s.f. ...........P(-)= 0.6 (-97.55 p.s.f.) _ -58.53 p.s.f. WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.Ft.= 25.69 • • •• MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE NEG.PRESSURE ZONE N.O.i(.•' • • Gcp • • • Gcp • a If NEG.PRESSURE AREA P.S. F. P.S.F. • • • • (+) (-) A HORIZ-ROLLER IMP. 74.000 50.000 12.85 53.96 -58.53 INT (4) 17-0918.Q9• ,0.88269314 •.0.972693=4• WINDLOAD PRESSURE TABLE FOR DOORS ••; TOTALSq.Ft.= 98.8900 •; ;••• ••: 0 MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE NEG.PRESSURE ZONE N.O.g • • • • Gcp . Gcp AREA P.S.F. P.S.F. • (+) (.) 1 SLID -GLASS DOOR IMP. 178.000 80.000 24.72 51.67 -56.24 INT (4) 19-060103 0.837536 F • V!927536$1 MIAMI -RADE 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 M 1,�,OTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy CGI WINDOWS and BOORS, INC. 374�W. 1031' fleet SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includins the Hiah Velocitv Hurricane Zone. VESC IPTION: Serigs " nom 150" Alumituum S1itding Glass Doer�w/ wo Rei arcements — L.M.L j APPROVAL DOCUMENT: Drawing No. SGD150LNU-NOA Rev O (former W10-31 Rev O), titled SCpg4 ;150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by manufactures: dated05/22719, signed and sealed on 05/23/19 by Lyn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acce tance number and Revision date by the Miami—Dade County Product Control Vection. • • • 1. Pocket wall is not part of this approval and to be reviewed by AHJ. • • • • • • • • • • 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & sill riser and ft shax allo,411% panels for the entire unit, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower 4014iN shall confrols for the entire assembly. For Doors w/ corners, see limitation note 4, below. :...:. 3. Max shim not to exceed 1/2" at Head/jambs & '/2" at Sill (w/ High strength poured & hardened proat). The Sill to be installed w/ anchor type B-2, directly into conc. • • 4. Units containing 90° & 135° exterior corners must be limited to Max Dp= +/-60 PSF. See sheet 22 for anchor layout. 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 e a,Yailal e, o�Cin�pectimaX the.4ob site at the request of the Building Official. 11 NOA revises MOA /# 17-121$.20 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No.AM16033 . MIAMFDADE COUNTY EYpi1mdon Date: September'22, !1.0 W �Fj...• e ,1k Page I CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked—up drawings and installation diagram of 8 -panel, Alum SGD w/ Pockets & 135° and 90° corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E.(submitted under file #15- 0619.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-940 • 000.. 2) Uniform Static Air Pressure Test, Loading per FBC;TV 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 • • • 0000.. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94... .... 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-9h.... • 0000 along with marked—up drawings and installation diagram of 6 -panels Alum SO&.Wf f ockets 3%• • 0XXX, prepared by Certified Testing Laboratories, Test Report No. CTLA-3V1 VW & M't, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patgl• 11.V°. • (Note this test reports have been revised by an addendum letter dated SEP 24, 2014. issued by Certified Testing lab.) I' • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 • • • • 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer& insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked—up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed & sealed by ftnesh Patel, P. E. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0603.03 Expiration Date: September 22, 2020 Approval Date: July 18, 2019 E-1 0000.. 000..0 000000 ..... . . 0000. ...... 000000 00000. CGI WINDOWS AND DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12-0119.04/11-1031.05) along with marked -up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI -00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #13-1121.08 /412-0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with Fj3C- 2010 and with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 02:2411.5, signed and sealed by Javad Ahmad, P.E. • • • :11. • 2. Glazing complies with ASTM E1300- 09. •••• •••• D. QUALITY ASSURANCE 000000 0000*0 1. Miami Dade Department of Regulatory and Economic Resources (RER). • • • • • • :too !. .. •••• E. MATERIAL CERTIFICATIONS ' • • • 0 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their cdSent+Q21 a® (Clear and White) Glass Interlayers", expiring on 07/04/18. 0. .6. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for tliei:'•." "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. _ 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their `Butacite® PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 511 Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement, part of above referenced test report. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0603.03 Expiration Date: September 22, 2020 Approval Date: July 18 , 2019 E-2 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA # 15-0619.06, expiring on Sep. 22, 2020. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq 1. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. 2. Evidence submitted under previous approval. A. DRAWINGS 1. Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Slidipg Glass Dopy°"' sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/2WI0 and last -revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E. • • •; • • • • B. TESTS .... .... 1. None. •••••• •••••• ...... .... C. CALCULATIONS • 1. None. •••••• • D. QUALITY ASSURANCE • • 1. Miami Dade Department of Regulatory and Economic Resources (RER). .". E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (6h edition) and No Financial interest, prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHER 1. This NOA revises NOA # 17-1011.18, expiring 09/22/2020. 3. New Evidence submitted A. DRAWINGS 1. Drawing No. SGD150LMI-NOA Rev O (former W10-31 Rev O), titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by manufacturer, dated 05/22/19, signed and sealed on 05/23/19 by Lyn Miller, P. E. (Note: This revision consist of Successor Engineer adopting another Engineer work as his own and addition of Dow 983 silicone) Is6aq I. C6anda, P.E. Product Control Unit Supervisor NOA No. 19-0603.03 Expiration Date: September 22, 2020 Approval Date: July 18, 2019 E-3 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. REF Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings of an aluminum SGD, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 19-936, dated 04/15/19, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS (submitted under file # 17-1011.18) 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). : 0000.. 0000.. E. MATERIAL CERTIFICATIONS 0 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (f6hhU'2.I. DjPMDE • • • • • • Nemours & Co., Inc.) for their "Sentry Glas® (Clear and White) Glass 1WHayers" * :....: 0090 1000 9 . 0000 expiring on 07/04/23. 90 0000 • 0000. 2. Notice of Acceptance No. 18-0103.01 issued Eastman Chemical Compan3& (1vUl (Former... 90.. Solutia Inc.) for their "Saflex CP-Saflex and Saflex HP Composites IntMayer w/ 1`491 -core", • • • • • • expiring on 12/11/23. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MAI (Forfar•: • Solutia Inc.) "Saflex Clear and colored glass interlayer", expiring on 092 In t • • • • • • 4. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. (former E.I. DiMdntDe Nemours & Co., Inc.) for their "Trofosil® Ultra Clear, clear & color PVB Glass Interlayer", expiring 07/08/24. F. STATEMENTS 1. Statement letter of conformance, complying wi � Edit*on . O ted May 23, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 23, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Test Proposal No. 19-0219 issued by the Product Control Section, dated March 13, 2019, signed by Ishaq Chanda, P.E. 4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15- 27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated May 22, 2019, signed and sealed by A. Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.20, expiring 09/22/2020. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0603.03 Expiration Date: September 22, 2020 Approval Date: July 18, 2019 E-4 (�tORS ARE FOR'LARGE do MISS& IMPACT. DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COME) Thi IiEiU:REMENS OF THE•2D14. (1 ED{T#ON20i7 (87H EDRIONj FLORA• °U1 OODEiNCLU0ING HIGH NEiIPal tx F iMRiGAED ZONE (Hil iz). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE BY AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON–METALLIC AND NON–COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR THE GLASS TYPE AND REINFORCING TO USE. STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. •• ••• • • • • • •• --•r Resistant • • Title: • • • • • • • • Drown W. • SEMIRNE! 190 AlUM1TSLIDIN6 GLASS DOOR (L.M.I.) AGK • • • n—•"TAT•—•T- _ "9 i0•, I • trots: �Q�'•, S ATE F (V�� COVER, INSTRUCTIONS • •. "4 0RIDP, • •'GN'C�: '' \ 5122119 'G W,trDOW58 DDDRS ,�/ONAL �� \` By: Rev. Det.: • bRIGINA; ISJUI � • • � • • • • le: • Theet: • proving No. Rev: • SGD-150LMI• • N.T.S. 1 oF•28 SGD150LM1-NOA 0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AND LAMINATED INSULATING GLASS �O1ri1C f Y6VB�9 r �rb'ra •Yh ue nl#fifir �• 11—al43•113 ii6wo, am_sw rz z.'2g2 o 4 R•6cfCWroO ��` ANY LYNry ♦' '�, ` Resistant `� ............\GENS n/� ®Impact Windows & Doors WE41E tI1W110E11" � Q: '•.� No. 58705 fno w. +o•n u..a..1.1.. . 1.1: 10f.flLlsff I r..: ............ PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRNE _ "9 i0•, I • N. VENICE, FL 34275 �Q�'•, S ATE F (V�� (941) a80.1600�s • •. "4 0RIDP, • •'GN'C�: '' \ CORYR—TtJ M 'G W,trDOW58 DDDRS ,�/ONAL �� \` LL R1G RESERVED /ttl 11I\\\\ A. LYNN MILLEd, d.1 . P.E # 58705 CERT. OF AUTH. #29296 1 13/16- mzZ � U 3 TRACK JAMB ANCHORS 6' 3" (8) ANCHORS REINFORCING ' - .n,P ^CLUSTER SHOWN j, J wMstmtw01= OPTIONAL Y 2 1/8" SEE SHEET 13 FOR CAPACITY 2 POINT SINGLE LOCK .L. OP I yy yy ---T----T--' II II I I 42 1/8" SEE SHEET 24 FOR DESCRIPTION uo 14" D.L. OPG. �°"a1on' 3 TRACK h z MAX. Rev. W. a i HEAD ANCHORS n 282 13/16" MAX. II II �1 ... ... 1 • • • • • II II ISI II DOOR FRAME WIDTH � OZ�U B D F DLO HEIGHT = DOOR FRAME HEIGHT - 9 11/16" • HEAD ANCHORS14" MAX. 3 TRACK ••• A"1=011-0603.03 ANCHORS IN PAIRS 48 1/8 2, 3 OR 4 PAIRS HEAD/SILL Evii0c'" Orte_ 9% Z. B D F Snaei+ AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 A61 A61 # s •......• G\� NOM. PANEL WIDTH L -d (1) MFEP CLUSTER belies/u el: • • • AT 3" O.C. SEE CHART ON SHEET 15 • • Titb: • • • • • Drown Ery: 6" MAX. FALSE MUNTIN FOR CAPACITY HEAD/SILL OPTIONAL ,q C E CORNERS I REINFORCING ' IH H j, J wMstmtw01= OPTIONAL Y 2 1/8" SEE SHEET 13 FOR CAPACITY 2 POINT SINGLE LOCK .L. OP I yy yy ---T----T--' II II I I 42 1/8" SEE SHEET 24 FOR DESCRIPTION a31 D.L. OPG. �°"a1on' pwl KET JAMB Rev. W. a i a a II II �1 ... ... 1 • • • • • II II ISI II a � OZ�U B D F TYPICAL ELEVATION REINFORCING ' • • AT INTERLOCKS xz 60 2z wMstmtw01= OPTIONAL Y ` 48 1/8" SEE SHEET 13 FOR CAPACITY i^ POCKET MB (SEE SHEET 6, 8, 11 0>I m I 42 1/8" LISTER SHOWN ENDS INTO GONG. AT 3" O.C. SEE CHART ON SHEETf 15 FOR CAPACITY a31 D.L. OPG. �°"a1on' pwl KET JAMB Rev. W. _— PANEL WIDTH PREPARED BY LYNN MILLER ' Vml I ani I �1 ... ... 1 • • • • • (SEE SHEET 23 FOR "'OD" ITRE,,� a a a /• �� ,� � FleNrtt TYPICAL ELEVATION O I I ' • • z n I xz 60 2z wMstmtw01= I r I Y ` 48 1/8" ELEVATION POCKET MB (SEE SHEET 6, 8, 11 0>I m I O 00 m LISTER SHOWN ENDS INTO GONG. AT 3" O.C. SEE CHART ON SHEETf 15 FOR CAPACITY a31 3 �°"a1on' pwl KET JAMB Rev. W. _— PANEL WIDTH PREPARED BY LYNN MILLER ANCHORS Vml I ani I �1 ... ... 1 TYPICAL ELEVATION •• ' • • ••• I —J wMstmtw01= N0.58705 ' '/ (6) ANCHORS SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE ` 48 1/8" ELEVATION POCKET MB (SEE SHEET 6, 8, 11 5/22/19 ms w. Ian u..a, nas, n aaeu . c ass.ua.rso I r.v aosssassse LISTER SHOWN ENDS INTO GONG. AT 3" O.C. SEE CHART ON SHEETf 15 FOR CAPACITY PANEL WIDTH 48 1/8" �°"a1on' d: 12 h DETAIL MON SHEET 23) KET JAMB Rev. W. _— PANEL WIDTH PREPARED BY LYNN MILLER ANCHORS D.L. OPENING �1 ... ... 1 • • • • • (SEE SHEET 23 FOR "'OD" ITRE,,� ' •• EYP. INSTALLATION) /• �� ,� � FleNrtt 14" DLO HEIGHT = DOOR FRAME HEIGHT - 9 11/16" • ilydin 6„ MAX. 3" 3 TRACK ••• A"1=011-0603.03 N. VENICE, FL 34275 LL ANCHORS D.L.O. WIDTH = NOM. PANEL WIDTH - 6" Evii0c'" Orte_ 9% Z. B D F Snaei+ A61 A61 # s •......• G\� 8 =! B" B" B" B" B" B" B" 6" 6"B" (1) NEEP CLUSTER (2) WEEP CLUSTER (2) NEEP CLUSTER (2) NEEP lN6TER• • • • 01NEEIV USTEf • • ZEEP CLUSTER L -d (1) MFEP CLUSTER belies/u el: • • • `11111 I i I1,,� • • Titb: • • • • • Drown Ery: S Io�19Rs1E� • SENTINEL 9500,LLIM SiMING GLASS DOORL.M.I. ( ) AGK 2 dF 28 Resistant 0 • • • • • • • • • ®Impact Windows & Doors TYPICAL ELEVATION •• .: • • ••• • wMstmtw01= N0.58705 ' TESTED UNIT ELEVATION 5/22/19 ms w. Ian u..a, nas, n aaeu . c ass.ua.rso I r.v aosssassse =• - — �°"a1on' Rev. W. Rev. Dah: PREPARED BY LYNN MILLER x)•, 1 Q' 2311 1 D.L. OPENING • • • • • • • • • • • •• •• • • 1070 TECHNOLOGY DRIVE � Q SATE F • (V�� ATE F DLO HEIGHT = DOOR FRAME HEIGHT - 9 11/16" • ORIGIN%L I S9E • • • • ••• • N. VENICE, FL 34275 ��•'•.,S D.L.O. WIDTH = NOM. PANEL WIDTH - 6" • • Snaei+ (941)480-1600 s •......• G\� PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" • • belies/u el: • • • scare: • • Drawing No. Rev: S Io�19Rs1E� • SGD-150 Llell • N.T.S. • 2 dF 28 SGD150LMI-NOA 0 �CAPYR—T CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • POCKET B ANCHORS S# u Vit 1 11 41 I I I IBI I I, , I I� ^8 I 14 I TYPIC -A EL01 •[v mrsrtx (z) •m ax>,u (tl tt�v aum (z) ®ms,Fx 01 tm ausFx •• ••• • • • n6.jo • • s • • • • REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. ��''''��'' • • SENTINEL •50�LIAM yL4QjNG•CGlASS DOOR (L.M.I.) • • • • • • • • • • r»atlonoR: • • • • • • • ELEVATION • R.vi. . •• ••• • ••• ••• • • ORIGINAL ISSUE • • • •• • ••• • • • • • • • se . iM • sR.t.:• sl,.w • • SGD-150 LMI I N T.S. • 3 GDF 28 ••• • • • • ••• • • N0.58705 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVEN. - •D ;Vl tA% • VENICE,FL 34275 OT• S • (V ` (941)480-1600 1`. ••' \?�` -PYRIGHT O .1. CGI W1NDDwSd DGORS 70NAL Al RIGHTS RESERVED CERT. OF AUTH. #29296 'P,X11\\ A. LYNN MILLER, �.�. P.E.# 58705 • •• •• • • • •• •• ••• • • • ••• • • mobs C 1' REVOW r outplyug •Yi dw ibrldr �C Cadx A1.r p! No fl-OG43- 3 Esplrxdw 4u 94-420-2- Mr•W PAWd•:tCfldtd D.L. OPENING D.L.OHEIGHT = DOOR FRAME HEIGHT - 9 11/16" D.L.O. WIDTH - NOM. PANEL WIDTH - 6" PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" AGK Dot.: 5/22/19 R.v, 8Y: Rev. Oat.: VMWN No. I Rev: SGD150LMI-NOA 0 7 �tJY LYN/y"" Impact Resistant ` \N ... ' ' ' Windows & Doors ��• (GENSF �C� N0.58705 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVEN. - •D ;Vl tA% • VENICE,FL 34275 OT• S • (V ` (941)480-1600 1`. ••' \?�` -PYRIGHT O .1. CGI W1NDDwSd DGORS 70NAL Al RIGHTS RESERVED CERT. OF AUTH. #29296 'P,X11\\ A. LYNN MILLER, �.�. P.E.# 58705 6' 3' 14' EXTERIOR EXTERIOI e1 MAX 149 5/16' 146 9/16' n FALSE MUNTIN OPTIONAL io I I 1 I I J I p I OV V I 0 O I ml I ZI I �} I m I �m I dw I I o I 1 Z¢ I I Ym j 00 PO KEf JAMB ANCHORS 48 1/8 -ANCHORS IN PAIRS F- AT HEAD/SILL/JAMBS DOOR FRAME WIDTH HEAD ANCHORS 14" MAX. 2,3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY (8) ANCHORS (8) ANCHORS w CLUSTER SHOWN CLUSTER SHOWN s (SEE SHEET 22)` 2 POINT DOUBLE LOC 5 SEE SHEET 2 FOR DESCRIPTION I ..1 / 1 . REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 FOR CAPACITY P 42 1/8' OPG. 2 POINT DOUBLE LOCKS 42 1/8' 3 TRACK tO - x ' D.L. HEAD ANCHORS 97 3/4" SILL ANCHORS",,,, 11 DOOR FRAME WIDTH HEAD ANCHORS �OPG- • SEbIZNFii 110 AjUrjSLyA GL&SS DOOR (L.M.I.) AGK 2 OR 4 PAIRS �ppOC T pEYYteY (TESTED UNIT) • • AT CORNER STILE ENDS SEE CHART ON SHEET 15 6" MAX. HEAD Windows 3 DDDR ® FOR CAPACITY SILL CORNERS 1 13/16' �I•— I ===�F- I M H ,II II ---1F----- 2 1/81 L. OPqI w H 0 I 2 POINT DOUBLE LOC 5 SEE SHEET 2 FOR DESCRIPTION ••• REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 FOR CAPACITY P 42 1/8' OPG. 2 POINT DOUBLE LOCKS 42 1/8' 3 TRACK tO - x ' D.L. SILL ANCHORS",,,, 11 • ND.L. SEE SHEET 24 FOR DESCRIPTIO �OPG- • SEbIZNFii 110 AjUrjSLyA GL&SS DOOR (L.M.I.) AGK Impact Resistant �� ppOC T pEYYteY (TESTED UNIT) • • • • • • • Windows 3 DDDR ® •wpMet wlH tYeflrY{ TYPICAL ELEVATION •• oviAl'—: •• • • • •• Deter° " No.58705 * la•dLn6 Cede aapaa No ( C 3 CA�1reliee D•1e ELEVATION ••• 5/22/19 0 • Revision: • • 060 •• • • 0** • • • R.By. Rev. Dote: 1070 TECHNOLOGY 0 [VE ��O ' (V� N. VENICE, FL 34275F(YOR101`. YAW`C-M�d • *ORIGINAL ISSUG • • • • • • • • • • • • • •'• \�� (941) 48D-1600..... • • Se.ie9ifloeei! • • •D..kv No. Rev: -11 1.— -9NAt ENG•CGI w,NDowca DDGRS ///1• QSGD-150 LMP •fN-7S. • 4 DI. 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED �I 1� I� 11 oQ ,Op ,0Q J y`V µQU ..<V B D F 48 i/8" 48 1/8" SILL TYPE B2 ANCHORS SILL TYPE B2 ANCHORS \ 48 1/8'JL 46 i/8' rc 2 OR 4 PAIRS ////�` 2, 3 OR 4 PAIRS PANEL WIDTH PANEL WIDTH °� O AT CORNER STILE ENDS.J AT STILE PANEL WIDTH PANEL WIDTH 3 TRACK w SEE CHART ON SHEET 15 "ENDS AT 3 O.C. JAMB ANCHORS FOR CAPACITY SEE CHART ON SHEET 15 FOR CAPACITY ••• • • • • ••• 14' 3" (4) ANCHORS EXTERIOR (6) ANCHORS EXTERIOR 3 TRACK TYP. CLUSTER SHOWN n (SEE SHEET 22) CLUSTER SHOWN • • SILL ANCHORS",,,, 11 • '�1GENSF • SEbIZNFii 110 AjUrjSLyA GL&SS DOOR (L.M.I.) AGK Impact Resistant �� ppOC T pEYYteY (TESTED UNIT) • • • • • • • Windows 3 DDDR ® •wpMet wlH tYeflrY{ TYPICAL ELEVATION •• oviAl'—: •• • • • •• Deter° " No.58705 * la•dLn6 Cede aapaa No ( C 3 CA�1reliee D•1e ELEVATION ••• 5/22/19 — ,a:,n.,u....0 I r•• an ......a _ 2 PREPARED BY LYNN MILLER — q\ �� 7 I • Revision: • • 060 •• • • 0** • • • R.By. Rev. Dote: 1070 TECHNOLOGY 0 [VE ��O ' (V� N. VENICE, FL 34275F(YOR101`. YAW`C-M�d • *ORIGINAL ISSUG • • • • • • • • • • • • • •'• \�� (941) 48D-1600..... • • Se.ie9ifloeei! • • •D..kv No. Rev: -11 1.— -9NAt ENG•CGI w,NDowca DDGRS ///1• QSGD-150 LMP •fN-7S. • 4 DI. 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • XXX (SHOWN) OXX XXO XXX (REVERSE) XXXXXX (SHOWN) OXXXXO NON-REINF. I SEE CHART ON U EXTERIOR U THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF ©� 1 1 OH I I O 9- CORNER DETAIL 'O' ON SHEET 22011 le I O n yJ EXTERIOR 135' CORNER DETAIL 'P' ON SHEET 22 NOM. PANEL WIDTH d/ OPTIONAL IN LIEU OF Jl -r wlnru 11 XXXXXX (SHOWN) 11 11 II II II © O EXTERIOR O90' CORNER DETAIL 'O' ON HEEf 2 O H K 135' CORNER DETAIL 'P' ON SHEET 22 NON—REINF. INTERLOCKS OPTIONAL IN UEU OF J SEE CHART ON SHEET 13 WIDTH XXXXXO (SHOWN) © U EXTERIOR 9 90' CORNER DETAIL '0' ON SHEET 22-:�bv LJ OXXXXO 135' CORNER DETAIL 'P' ON SHEET 22 • • 000 OWIOwL IN •EU 0%JI • APPROVED CONFIGURATIONS Rowic [�VYm • r7- • • • • • • • �+'+ ar: NON -POCKETED DOORS (NON -REINFORCED SHOWN) �Wwd�lotCelywYYNeiY 3 • • •• • • • • • SEE SHEET 13 FOR DIP AND REINFORCING OPTIONS No 1_�e�3. • • S�t.IT': E.15:AWM:ICING G: SS DOOR (L.M.I.) AGK Dolt -9 /amu • • 'p ' • • • • • • D te: THREE (3) TRACKS is NOTE: �j�7=j p•dsrti CONFIGURATIONS 5/22/19 i Rev. 8Y. i. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • RMeio,• • • • • • • • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHECT•13. ORIG�LIS9UE• •• 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • Se ee/ oeel� • • cei` ••t: 0—;.9 No. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • • • SGD-150 ;1 • N.T.S! 5 • PF 28 SGD150LMI-NO ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Jj O O _ NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 IIIA III7 Impact Resistant �J1Y LYNN �� ®Windows&Doo��. CENSE Doors WLiIE SIR011�A" _ No. 58705 T.I: aoa.afs.ana I ..,: sa .afa.aaa Pate: PREPARED BY LYNN MILLERq 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 S TE (V \ (941)480-1600 �(�(1 '.:°C ORVDP,. •' \_� Rev: COPYRIOHT03u19 ' �VS1C1� D ALL R.i�6RE5ED �AL E\\\ \ CERT_ OF AUTH. 7129296 A. LYNN MILLER, P.E. PE.*58705 XXX (SHOWN) OXX XXO XXX (REVERSE) FRAME WIDTH PANEL WIDTH NON—REINF. INTERLOCKS /p /T-crr rueor nu cuccr 1 XXXXXX (SHOWN) OXXXXO 11'111MIL10 XXXXXX (SHOWN) U `'/ EXTERIOR L% =:rl— `/ FRAME WIDTH N ON—REINF. INTERLOCKS SEE CHART ON SHEET 13 — L 11 1 1'4 © O EXTERIOR O 90' CORNER DETAIL '0' ON SHEET 22( 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 FRAME WIDTH /. _• PANEL WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF O .,,... O I I I Y 0 0 � o 0 0 G H EXTERIOR H 0 0 90' CORNER DETAIL 'O' ON SHEET 22 H H K 135' CORNER DETAIL •P' ON SHEET 22 NON—REINF. INTERLOCKS OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 FRAME WIDTH /D PANEL WIDTH --- W" Ell XXXXXO (SHOWN) ©O EXTERIOR O 90- CORNER DETAIL 'O' ON SHEET 2 O o OXXXXO • 135- CORNER DETAIL 'P' ON SHEET 22 0 I U OF t NON—REINOF. INTERLOCKS SEE CHART ON SHEET 13 #RODDA Cf SEN APPROVED CONFIGURATIONS NON—POCKETED DOORS (NON—REINFORCED SHOWN) aco•IPM4�ih y�•1110 b wincC.& p o3 nus: • • • • • • • • $ENTI 1 A L0IN; f�}�SS DOOR (L.M.I.) � 5i �"' 0rvwn By. AGK Impact Resistant �\ ON L SEE SHEET 13 FORD AND REINFORCING OPTIONS P AeeVf-"Noj 1Y i'i'i' • • • • ® �` �.• •• Ea.�lreTiao D.u_-A4Z37LU2'0 0 •• •• YAW sTroxneTDoors • THREE (3) TRACKS s � ,�� `� ��y P" • s • • • • • • De. S/22/19 • atla W. 10.1. tln.l, aIr1.N, rl IIal1 il * :' � ND. 5&7O5 — - , Rica.' T•dr AmO°t Cadtd CONFIGURATIONS ul: NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. RevWi Rev. By: Rev. Dots: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE•• r '•rT4AT%E01 �1. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ! • •••• OR+GINAL IS$UE ••• • • • • • • N. VENICE, fL 34275 (941) 480-1600 C_ i �s •. �ORIO p.,•' �� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • k,;��Moee• • • c !c • jheet • 0—inq NO. R0ev: COPYRIOWD'O _\C" \ \\\ • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • •• SGO-•150 LMI • tjf & • S • �F 2� SGD150LMI-NOA �D GHRE5E ALLRr9 'Va�1�\\ CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME W. r-- L i • • • • I I lY U U H H L T 10 O la I I M I I XXXP ass• FRAME WIDTH MAP &m Wall Irmm �m I No I' 1c), 1 _ •moi � I I I YI UI I al I I I W r-- I� IY IO Id I I I THIS APPROVAL QUALIFIES DOORS WITH APPROVED NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF EXT'E'RIOR HO I I cT/ DOOR FRAME WIDTH PANEL WIDTH NON-REINF. INTERLOCKS PXXXXX XP (SHOWN) )OR FRAME WIDTH ��iill1lo MIN • Int � � PXXXXX • LJ v EXTERIOR \J 901 CORNER DETAIL '0' ON SHEEP 22 U 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON-REINF. INTERLOCKS I II II �iT SEE CHART ON SHEET 13 II r— I I I� ly I 10 is L_ LOCKET CAVITY NOT BY O EXTERIOR O NOT PART OF THIS NOA 90 CORNER DETAIL 'O ON SHEEP 22 135' CORNER DETAIL 'P' ON SHEEP 22 OPTIONAL IN LIEU OF J FRAME XXXXXXP aa.• WIDTH NON-REINF. INTERLOCKS u v C� I U I O I al I Y a l_l LY EXTERIOR v 135' CORNER DETNL '�P' ON SHEET'22 \bv 1- Ll PANEL WIDTHy �� eF•ION.•-•taUEl• OF•1 • PROVED CONFIGURATIONS OXXXXXP sipyt.•.rtArW rtr.: • • • • • • • • • D- By:Wife�Gle • • • ''**'' POCKETED DOORS (NON -REINFORCED SHOWN) A4zzptn•ce No �0(z03•U3 ENTRJEI 160 ALUM SLIDyIG rpLA% DOOR (L.M.I.) AGK SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS Bf�fr•t1•o pAte 7jz • • • • • • NOTE: • • • • • • pro: THREU E 3 TRACKS d'` `•�6 - —�— 1lotw4 prod•atC••1d CONFIGURATIONS 5/22119 POCKETS ARE NOT PART OF THIS APPROVAL Rev. By: R., 0.t.: TO BE REVIEWED BY AHJ. • • ��''" • • 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • C;2IGINAL �JSUE • • 000 • • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHE9f 16. • • • • • • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • s9vRs/M.am: • • • rw: • : s: t: : • Or°wlrp ro 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBG. SSD-1501M1N.T.SCa6SGD150LMI-NDA v ®Impact Resistant � C\��•' \,ICENgF 4f�(�� ; Windows & Doors F-:' •, � WN VENICE, FL M *:• STRIIIIIIIIER- No.58705 an a mol, ela..a, n aeu - z.c�aciYi.alao PREPARED BY LYNN MILLER � � • J 1 � •.� �� • 1070 TECHNOLOGY DRIVE S ATE OF (V \ 34275 (941)4801600%CA`s ':c<ORID P..•G\�� COPYRIGIR0wig '�.,S'ONAL E��\`��\ CGI WINDON56DOORS " ••• • • • • ••• • • ALl RIGHTS RESERVED rr1111111\\\ A. LYNN MILLER, P.E. P.E.# 58705 CERT. OF AUTH. #29296 •• • • • •• •• ••• •• ALl RIGHTS RESERVED rr1111111\\\ A. LYNN MILLER, P.E. P.E.# 58705 CERT. OF AUTH. #29296 R FRAME W D001 I 5: K1 w H 0 c g XO (SHOWN) OX DOOR ~S K H 0: 0 L1 0 X. X OXO (SHOWN) OXO (REVERSE) MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 K1 HO EXTERIOR G1 MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 K1 EXTERIOR Ci L1 /8 X 3/4" SMS MAX. FRAME WIDTH SEE 90' CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J1 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF MAX. FRAME WIDiA OR REINF. INTERLOCKS SEE CHART ON SHEET 13 _-M0 "Mai ZZit l� C Ji U u v v v p 90' CORNER DETAIL '0' ON SHEET 22 XXSIMILAR) R)135 CORNER DETAIL P' ON SHEET 22 OPTIONAL IN UEU OF Jl • • . 0—•—•--r-r—T APPROVED CONFIGURATIONS Ons: • • • • • • • • NON -POCKETED DOORS (NON -REINFORCED SHOWN) $ENTI� 1 A"LIN * SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS WSSS OOR (L. M.I.) aMpj� • • • • • • • • CONFIGURATIONS NOTE: Rev effort: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • • • • • • • • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET.*1 •j. ORIGINAL IStUE • • • • 11 AGK Date: 5/22/19 Rev. BY Rev. Date: 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • SenA/woes• • • car • jheet: • D. iN No. Rw: 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • • SGS 150 LMI t,��S. 1 • `OF 21; • SGD150LMI-NOA 0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l ou" f ■EVOW A•• -=P o3 Not—oeo3• EWndoe O., �Zoyo 1111111 IN p,Y LYNAI Impact Resistant Windows b Doors `�.. V\CENgF' No. 58705 : uo- 1 wIa�s�a T. 3.1 eniiia PREPARED BY LYNN MILLER . - •, �Z r A .' jr 1070 TECHNOLOGY DRIVE '• l 1 1 5 ATE OF N. VENICE, FL 34275 ��'•, (941)480-1600 '40RIDP.•'' —YR—TO 2019 CGI WINDON56000RS NAL �\v`\ RIGHTS ALL RIGHTS RESERVED III 1 I I l I 1\\ CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E # 58705 FRAME WIDTH WII I I 2 j I IY • U a ¢ 1a o I M K O I PX (SHOWN) XP POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA DOOR FRAME WIDTH 1 I w I J 1 IYorn IU O s4 '6 UI 1 O 0: 0o Id M M o i I I I PXXXXP DOOR FRAME WIDTH r - I I t!e U J W I 0 Id S I M K1 P X X X X (SHOWN) PXXXO XXXXP OXXXP EXTERIOR II K1 DOOR {��I DOOR _'1 j I ®Impact Windows d Doors VGENgF I x I I I I Y0 I w I j y U J1 U I 1 \ L1 I 1" Y0 10 I M \ CSS,"•F40RIDP..•'G\?� WWW al M I O I OI 101\'� CERT. OF AUTH. #29296 I PXXP DOOR FRAME WIDTH 1 I w I J 1 IYorn IU O s4 '6 UI 1 O 0: 0o Id M M o i I I I PXXXXP DOOR FRAME WIDTH r - I I t!e U J W I 0 Id S I M K1 P X X X X (SHOWN) PXXXO XXXXP OXXXP EXTERIOR II K1 DOOR {��I .11111111/ j ANY LYNN ®Impact Windows d Doors VGENgF i I H I I I Y0 IY mU U O = •'. Q� ', U la I a I M 1 \ L1 I 1" PXX (SHOWN) XXP 0 " EXTERIOR DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 L1 I DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 r-- --� ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES x LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 10 OI a a I NOTE: 1. I I L OCONFIGURATIONS SHOWN ILLUSTRATION PURPOSES ONLY. EXTERIOR J1 O —J 2. FOR APPLICABLE NONREINFORCED ORREINFORCEDDESIGNPRESSURES SEE SHEET 13. M O M 90 CORNER DETAIL '0' ON SHEET 22 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF Jt DOOR FRAME WIDTH 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. I _CDr RAIRT nNTECNFDRK 11 I 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J1 DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEEI CHART ON SHEET 13 r -- I I I ly U la I L OM O EXTERIOR 01 HO K1 90' CORNER DETAIL •O' ON SHEET 22 135• CORNER DETAIL 'P . ON SHEET 22 OPTIONAL IN UEU OF A �•---•-r— APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR DP AND REINFORCING OPTIONS TWO (2) TRACKS �eO°wk•tie iLaf�c �°ae►telH'rWo-oLo3�o3 EA.irrtlrr �.f Mk r' n►/+l.+.rdycf Corks( POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. Tills: • • • • • • • • urarn ey: • wSENTIVI 1W%UW=SLg)Ih0.P )DOOR (L.M.I.) AGK • • acnAY7:• • • • • • • • Date: CONFIGURATIONS 5/22/19 Rev%ion: Rev.00* By: Rev. Dote: ••• OFNGINALIFILE ••• ••= •:• • • Sen /Noel • • Sea•: • Met: • Drorinq No. Re • • • SGn-150 LMI • 4{.T.S. • of 2C • SGD150LMI-NOA 0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .11111111/ Resistant ANY LYNN ®Impact Windows d Doors VGENgF wE'IE tt1ROMBe1" No.58705 I: aolaaaalao I fu: sls.ln.alax = •'. Q� ', PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE ? = J z3� 1 \ N. VENICE, FL 34275 �T •• S ATE F (V (941)480-1600 \ CSS,"•F40RIDP..•'G\?� '' S/ C- WS 5° o OI 101\'� CERT. OF AUTH. #29296 P LYNN MILLER, P.E. P.E.# 58705 XXXX (SHOWN) OXXX XXXO XXXX (REVERSE) DOOR FRAME WIDTH R,e 14) O 0 1 0 XXXXXXXX (SHOWN) OXXXXXXO NOM. PANEL WIDTH ANON—RE I. INTERLOCKS- � L^J tXItKIUK `/ U d/ LJ THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135• CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF - • INTERLOCKS mp I� -- -- — 135' CORNER DETAIL 'P . ON SHEET 22 OPTIONAL IN LIEU OF Jl ••• ftou" E YfiVim NOTE: s ca-plyfq W" IN* n m t APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. &%OftR Ca•rr Ammot•ceN°-o6o3•03 NON—POCKETED DOORS (NON—REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. > 0•tt e y SEE SHEET 13 FOR OF AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 0, I%L, FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC.y tC {1t11111rr7j • • litk: • • • • • • Dram BY: ..... NA./', i ENT%J� L KO ALUM S:ID94LLN%$ DOOR (L.M.I.) AGK Impact Resistald ®Windows & Doors [`O �� .•'' �10ENSF •✓/�!� • • • • • • •• • • • • • Date: weu g"em- No. 56705 CONFIGURATIONS 5122119 neo r...... m:aosssasuo I E..:socsnsssE _� ; •'• • • �(tY•i�on: Rev. By: Rev. Dote: PREPARED BY LYNN MILLER �J cT 1 0�••. z 41i • • • • • • • • • 1070 TECHNOLOGY DRIVE -! k� • • ('=RIGINALISSUE • • • • 000 N. VENICE, FL 34275 F \ �i�s •'. <ORIDP • • • • • (941) 480-1600 (1 • // V/ • • SriY/MoOel: le:• • Shrot • Drcwinq No. Rev: • i D R'G TQ 2D18 ///��NAL • • SSD 150 LMI • • N.T.S. • •• OF X28 SGD150LM1-NOA Q cciw.uoansa000Rs ALL RIGHTS RESET—D CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E#58705 ••• • • • • ••• • • • • • • •• •• • • XXXXXXXX (SHOWN) OXXXXXXO DOOR FRAME WIDTH w K 0 0 L XXXXXXXO (SHOWN) OXXXXXXO THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF FRAME WIDTH NOM. EL WIDTH NON-REINF. INTERLOCKS SHE 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J APPROVED CONFIGURATIONS NON—POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR OP AND REINFORCING OPTIONS FOUR (4) TRACKS 90 CORNER DETAIL '0' ON SHEET 22 13S CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REOW%EM61�" AS• APPLICABLE PER FBC. • r• • Titb: • • • • ••" • •%ENTIRL1190 FAUN SLIy-"A DI9f DOOR (L.M.I.) • �'D.x�n FAfii.'• • • • • • CONFIGURATIONS • O:IGINAL II SUS • • • • Ser��NOEet: • • Sc•e: • Strost • SdD-150 LMI • N.T.S. 10 OF Zit ••• • • s • •s• • • No. 58705 ma . 1an s1r. t, N1.1— rt Basta ..1: sL.,..nsa I a..: aas.ata.ass: — PREPARED BY LYNN MILLER - �) '• TSA�TNO_F 1070 TECHNOLOGY DRIVEO: 'ou %C�s'•;cC ORIDI'-\�� (941)480-160034275 �''S;�NA�I��.`�• wpyR DOORS ALL RIGIrtS RESERVED CERT. OF AUTH. 029296 Ile • •• •• La L XXXXXXXO (SHOWN) OXXXXXXO THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF FRAME WIDTH NOM. EL WIDTH NON-REINF. INTERLOCKS SHE 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J APPROVED CONFIGURATIONS NON—POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR OP AND REINFORCING OPTIONS FOUR (4) TRACKS 90 CORNER DETAIL '0' ON SHEET 22 13S CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REOW%EM61�" AS• APPLICABLE PER FBC. • r• • Titb: • • • • ••" • •%ENTIRL1190 FAUN SLIy-"A DI9f DOOR (L.M.I.) • �'D.x�n FAfii.'• • • • • • CONFIGURATIONS • O:IGINAL II SUS • • • • Ser��NOEet: • • Sc•e: • Strost • SdD-150 LMI • N.T.S. 10 OF Zit ••• • • s • •s• • • No. 58705 ma . 1an s1r. t, N1.1— rt Basta ..1: sL.,..nsa I a..: aas.ata.ass: — PREPARED BY LYNN MILLER - �) '• TSA�TNO_F 1070 TECHNOLOGY DRIVEO: 'ou %C�s'•;cC ORIDI'-\�� (941)480-160034275 �''S;�NA�I��.`�• wpyR DOORS ALL RIGIrtS RESERVED CERT. OF AUTH. 029296 A. LYNN MILLER, P.E. P.E.# 58705 • •• •• • • • •• •• ••• • • • ••• • • AGK rote: 5/22/19 Rev. BY Rev. Dote: 1—mg No. I Rev: SGD150LMI-NOA 0 MOO" IT REVWIW �gw t -ft III. R.4,A"tuft No3 -ECGi•O e.p.„pe orTe �,N � 2p tlfi4V Adr comw ..`t1t 11111 I," ` (3N1 " l vjv r ®Impact Resistant & Doors Windows wMFinan - No. 58705 ma . 1an s1r. t, N1.1— rt Basta ..1: sL.,..nsa I a..: aas.ata.ass: — PREPARED BY LYNN MILLER - �) '• TSA�TNO_F 1070 TECHNOLOGY DRIVEO: 'ou %C�s'•;cC ORIDI'-\�� (941)480-160034275 �''S;�NA�I��.`�• wpyR DOORS ALL RIGIrtS RESERVED CERT. OF AUTH. 029296 A. LYNN MILLER, P.E. P.E.# 58705 DOOR FRAME WIDTH I I F I I = I H 100. IO � I d 0 I M H o I I L_ PXXXX (SHOWN) XXXXP DOOR FRAME WIDTH NOM PANEL WIDTH NON-REINF. INTERLOCKS U U LXILHIUK LJ DOOR FRAME WIDTH r- I W I� 66 'nmo O I 8 � M I I I I I I I jI IV y I O OI Ia al I I I I I I I L_ PXXXXXXXXP (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR DD AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 901 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SENWZL &A� LLJA eIDaJPGLA% DOOR (L.M.I.) AGK • • • • s�P•a• • • • • • • • Dot°: EXTRUSIONS, BOM 5/22/19 • • j Rev. By: Rev. Date: • • ORIGINAL.OSSUE ! • • • • • • • • Il�l�liill�llll nes/ el: : ! Sheet' • Oronrg No. Rev: • • 9GD-150 LMI • •ob; N.T.S. • 11 OF •�a SG0150LMI-NOA 0 I I I I I I jI IV y I O OI Ia al I I I I I I I L_ PXXXXXXXXP (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR DD AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 901 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • • • • • • • • • ORODUC f REVIV" M wcplyh g wits Oe F1.46 Aor ytfi No Ii p4a3.03 Eylrnir D•te +) /2 � f 2e20 twits 11111111)/j� ®Impact Resistant Windows 3 Doors No. 58705 uL a9a.au.Naa I •••� faasn.eaoe PREPARED BY LYNN MILLER '%31"T N - \ 1070 TECHNOLOGY DRIVE Off'.E F N. VENICE, FL 34275 i Cc <ORID.. N (941) 4841600 trs P.(1� \- COPYRIOHTO x019 �� /Q A F` \' ALL W RESE RS 7 A //t 1 NL1111� CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 SENWZL &A� LLJA eIDaJPGLA% DOOR (L.M.I.) AGK • • • • s�P•a• • • • • • • • Dot°: EXTRUSIONS, BOM 5/22/19 • • j Rev. By: Rev. Date: • • ORIGINAL.OSSUE ! • • • • • • • • • • • • nes/ el: : ! Sheet' • Oronrg No. Rev: • • 9GD-150 LMI • •ob; N.T.S. • 11 OF •�a SG0150LMI-NOA 0 • • • • • • • • • • ORODUC f REVIV" M wcplyh g wits Oe F1.46 Aor ytfi No Ii p4a3.03 Eylrnir D•te +) /2 � f 2e20 twits 11111111)/j� ®Impact Resistant Windows 3 Doors No. 58705 uL a9a.au.Naa I •••� faasn.eaoe PREPARED BY LYNN MILLER '%31"T N - \ 1070 TECHNOLOGY DRIVE Off'.E F N. VENICE, FL 34275 i Cc <ORID.. N (941) 4841600 trs P.(1� \- COPYRIOHTO x019 �� /Q A F` \' ALL W RESE RS 7 A //t 1 NL1111� CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 DOOR FRAME WIDTH I I oO1 o I la O O I M o I 1 i I� I ly ID la I i I I PXXXXXXXX (SHOWN) L XXXXXXXXP O OXXXXXXXP POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA DOOR FRAME WIDTH r - it I = I I� W I yv U I Om O la 0 o I M [� I Mls; • • • • • • • • • - 15�ASUN�SLI0 0.O1A96: DOOR (L. M.I.) crown AGK Im act Resistant <... LYNN , ., ��` / ILI •SEN71I ®Windows & Doors wEae am0#ea- ��0 L10EN, Q j 7ee�vip�o� • • • • • • • • Date: , .t<� CONFIGURATIONS 5/22/19 FTI: 90Lffs.{Ba I Fn: 196.01693 No. 58705 /1 L * - '�� /✓/L Revision: • Rev. By I [IS �1 — - �i - VA? 01�111 dF�GINAL I*UE • • • • • • •• 1[11 N. VENICE, FL 34275 1! •• • • • • (941)480.1600 ��'•.!PC ORIDP,.' ' /iV c 9.n!/Mod.6 • • ro�. • (: • i I� I ly ID la I i I I PXXXXXXXX (SHOWN) L XXXXXXXXP O OXXXXXXXP POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA DOOR FRAME WIDTH r - it I = I I� W I yv U I Om O la 0 o I M [� I L PXXXXXXXO(SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS FOUR U TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF FRAME WIDTH INTERLOCKS )N SHEET 13 �� OH O OH O - OH EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J 90 CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. MODUC F 1{EVEM i GY•pwqg Hkh Ism n ow& bmdwg eA-Vt a N. 11_0403.03 Mt:a✓Da1F y9cTCwl Mls; • • • • • • • • • - 15�ASUN�SLI0 0.O1A96: DOOR (L. M.I.) crown AGK Im act Resistant <... LYNN , ., ��` / ILI •SEN71I ®Windows & Doors wEae am0#ea- ��0 L10EN, Q j 7ee�vip�o� • • • • • • • • Date: , .t<� CONFIGURATIONS 5/22/19 FTI: 90Lffs.{Ba I Fn: 196.01693 No. 58705 /1 L * - '�� /✓/L Revision: • Rev. By I [IS • • — - �i - VA? • dF�GINAL I*UE • • • • • • •• N. VENICE, FL 34275 0 L PXXXXXXXO(SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS FOUR U TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF FRAME WIDTH INTERLOCKS )N SHEET 13 �� OH O OH O - OH EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J 90 CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. MODUC F 1{EVEM i GY•pwqg Hkh Ism n ow& bmdwg eA-Vt a N. 11_0403.03 Mt:a✓Da1F y9cTCwl ••• • • • • ••• • • • •• •• 0.0 • • •• •• ••• • • • ••• • • Mls; • • • • • • • • • - 15�ASUN�SLI0 0.O1A96: DOOR (L. M.I.) crown AGK Im act Resistant <... LYNN , ., ��` / •SEN71I ®Windows & Doors wEae am0#ea- ��0 L10EN, Q j 7ee�vip�o� • • • • • • • • Date: , .t<� CONFIGURATIONS 5/22/19 FTI: 90Lffs.{Ba I Fn: 196.01693 No. 58705 /1 L * - '�� /✓/L Revision: • Rev. By R.v. Ont.: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE • • — - �i - VA? • dF�GINAL I*UE • • • • • • •• N. VENICE, FL 34275 0 •• • • • • (941)480.1600 ��'•.!PC ORIDP,.' ' /iV c 9.n!/Mod.6 • • ro�. • (: • 0—irg No. Rev: CGINRDDv�S 0 a0IXF5 nuRicN sResER • • S C 1 NAL • SGD 150 LMI rjf S. 1� �F 2✓� • SGD15OLMI-NOA 0 1 ,` A. LYNN MILt�Ft,lp.�� 1 P.E.# 58705 CERT. OF AUTH. #29296 ••• • • • • ••• • • • •• •• 0.0 • • •• •• ••• • • • ••• • • NOM. PANEL WIDTH �� NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH APPUCABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. 1 1 �II7'I'�LOC[B INTERLOCKS 1r/0 RIM, WITH REM. E8 E8.1 b N M N h N N SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS ABOVE +60.0 PSF ONLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Rtle:• - - - - ; • • • • • • • • D- y. G SEATJNEL 150rLUW%IDINGLASSpO6R (L.M.I.) AGK Dee�yo": • • • • • • • • • Dote: GLASS CAPACITY CHARTS 5/22119 Revision: Rev. By: Rev. Sergi/YOC� • • M:• • S: et: • • Drorirq Ro. Se ••13 a 6GD150LM1-NOAe 15(:LTAI TS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MOSIM 17 YEVEW --pbus wish the FIWW is Cas Aoapta•tt no ((f o�03.03 Eykaxbo Date2q hk r' 64L Oct Clitid Q�Pjfi�CAPYIIlY uiA6S P81t (��%� ... ML Poet ieM .. W" - FMA Now kwa Pass "r WB r1i:: GLASS TYPES 'B' k 'Bl' DITERLOCKS WITH REM. 24-1/8 30-1/8 36-18 42-1/8 54-1/8 No. 58705 -_ 10 e. mai .. 1 iltlui, iL T.I.Tel: i96.iIi.16i9 I ii.: iY.iii.i61E � _ PREPARED BY LYNN MILLER �_'jj•. 2 � .' 33 f 80.0 Boo 10 60.0 60.0 80.0 80.0 l0 60.0 60.0 80.0 80.0 .4 80.0 80.0 405• .�... so.0 80.0 80.0 9 53.3 53.3 1 71.1 71.1 24-1/8 30-1/8 36-1/S 42-1/B 48-1 /8 54-1/8 84rl 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 0 60.0 60.0 80.0 80.0 0 60.0 60.0 80.0 80.0 0 60.0 60.0$0.0 80.0 53.3 53.3 71.1 11.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 90 10 80.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 B0.0 80.0 10 60.0 60.0 80.0 B0.0 9 60.0 60.0 80.0 80.0 /8 1/8 1/8 1/B L 96 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 80.0.0.01/8 9 60.0 80.0 80.0 80.0 GLASS TYPES 'B', 'Al'. 'Bl' INTEFIDM WITH REINP. EXT.(+) INT.(-) 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 102 10 - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - Soo 50.0 10 - 60.0 6D.0 9 - - 54.4 54.4 24-1/8 30-1/8 36-1/8 42-1/e 48-1/8 53-1/8 oe 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - 80.0 60.0 10 - - 60.0 60.0 9 - - 54.4 54.4 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 114 10 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - 60.0 60.0 9 - - 60.0 60.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 120 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - 60.0 60.0 10 60.0 60.0 9 - 60.0 60.0 NOM. PANEL WIDTH �� NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH APPUCABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. 1 1 �II7'I'�LOC[B INTERLOCKS 1r/0 RIM, WITH REM. E8 E8.1 b N M N h N N SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS ABOVE +60.0 PSF ONLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Rtle:• - - - - ; • • • • • • • • D- y. G SEATJNEL 150rLUW%IDINGLASSpO6R (L.M.I.) AGK Dee�yo": • • • • • • • • • Dote: GLASS CAPACITY CHARTS 5/22119 Revision: Rev. By: Rev. Sergi/YOC� • • M:• • S: et: • • Drorirq Ro. Se ••13 a 6GD150LM1-NOAe 15(:LTAI TS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MOSIM 17 YEVEW --pbus wish the FIWW is Cas Aoapta•tt no ((f o�03.03 Eykaxbo Date2q hk r' 64L Oct Clitid 1111111f1!! N N Windows 8 Doors ®Meows & LICENyF /�� XMMW�esig `� F��0. No. 58705 -_ e. mai .. 1 iltlui, iL T.I.Tel: i96.iIi.16i9 I ii.: iY.iii.i61E � _ PREPARED BY LYNN MILLER �_'jj•. 2 � .' 33 f 1070 TECHNOLOGY DRIVE FL _ (C7\ %O'n ATE C3F� (C/ N. VENICE. 34275 (941)480-1600 s •'F(O..DP..' N'C�� xev: cOP RIGHT V 3019 /'� S/ • � '�NAL 0 PLIRIGHTD RESERVED EN\\\ CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 3/16" ANN. GLASS i 1 0 59141 .075" Interloyer O1 Saflex CP With PET Core POINTS ON LITES O By 'Eastman Chemical Co.' 1 OR E .090' Interlayer DUROMETER 85±5 F Saflex Clear And Color Glass .090" Interlayer By 'Eastman Chemical Co.' W OR W .090" Interlayer 3/8" AIR SPACE SentryGlas DOW CORN NG 983 By 'Kuraray America, Inc.' XL EDGE SPACER OR L I. ST. STEEL BY 'CARDINAL' .090" Interlayer 3/16" TEMP. GLASS Trosifol PVB DURASEAL BY 'QUANEX' By 'Kuraray America, Inc.' OR 3/16" HEAT STREN'D GLASS SUPER SPACER BY 'QUANEX' ai SILICONE O ¢ GE SCS 1200 SETTING BLOCKS F DOW CORNING 899 AT 1/4 POINTS ALL SIZES Tact m DOW CORNING 995 EPDM E z .2 DOW CORN NG 983 DUROMETER 85±5 k' ai i 1 0 59141 1 SETTING BLOCKS Ci O1 OR POINTS ON LITES O a, 1 WI WIDERR THAN 36' a E SentryGlas DUROMETER 85±5 F OR .090" Interlayer Trosifol PVB W 3/16" HEAT STREN'D GLASS W 77 183 16" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090' Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuroroy America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 DOW CORN NG 983 1 XL EDGE SPACER 14 •2B L I. ST. STEEL BY 'CARDINAL' • • OR ••• DURASEAL BY 'QUANEX' •• OR • SUPER SPACER BY 'QUANEX' ai •• O SETTING BLOCKS • AT 1/4 POINTS ALL SIZES Tact • EPDM E DUROMETER 85±5 k' W G PS TYPEE 'AlTY E 'Al' I' OVERALL INSUL LAM. GLASS °fiLAZi��it'Ft 2 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlos By 'Kuroroy America, Inc.' OR .090" Interlayer Trosifol PJB By 'Kuroroy America, Inc.' 3/16" HEAT STREN'D GLASS I SILICONE 5 1200 ORNING 899 ORNING 995 ORNING 983 GLASS �I�E W 7/16' OVERALL LAM. GLASS 3/8" AIR 3/16" TEMP. GLASS SE TING BLOCKS AT 1/4 POINTS ON UTES WIDER THAN 36' EPDM 0. OUROMETER 85±5 O a W n SENTINEL 1j(:ALWA $LICDNCrGLJS9D01D (L.M.I.) AGK • ''• aNY LYNNAlf •• • •• • • • •• Dot.: GLAZING DETAILS 5/22/19 9e*ion0 R.9y: Rev. Ont.: • • • O RIGINIAL ISSUE: • • • • •: •: • PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE - • S-ALT1 ;.•� .(� ' E OF (941)480-1800 Ss ea/ •I. • • calms • W..ti.• Ororinq No. Re SGD-190 LMI T $t • 14 •2B •SGO150LMI-HOA 0 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 DOW CORNING 983 M1 XL EDGE SPACER !- ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' _7 SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM r-v---vr DUROMETER 85±5 GLASS TYPE 'B 1'B 1' 1' OVERALL INSUL. LAM. GLASS 4RODUC Ir REVIGM r o vlly'tft wlth Le FMi/• Y•adin6 Celt Aar.ptua No 11_oCa3"�Ti E1.Irtefw Date Mr v' F-& mdeet Cold t111117I1 ''• aNY LYNNAlf Impact Resistant\GENgFi'� Windows & Doors i WexE aT1as•al- fl faNa _ * : No. 56705 l '. mea ua. a.w xi.an M:aa6.afa.alaa I'F.t: aN.ua.icYa — 7� i///• PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE - • S-ALT1 ;.•� .(� ' E OF (941)480-1800 i�••�,LORIOP..' aGCOP IN RIG.s6 2DODR5 ALL RIGHTS RESERVED • • • • • • • • • • ••• •• • •• • • • •• •• • • ••• • 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 DOW CORNING 983 M1 XL EDGE SPACER !- ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' _7 SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM r-v---vr DUROMETER 85±5 GLASS TYPE 'B 1'B 1' 1' OVERALL INSUL. LAM. GLASS 4RODUC Ir REVIGM r o vlly'tft wlth Le FMi/• Y•adin6 Celt Aar.ptua No 11_oCa3"�Ti E1.Irtefw Date Mr v' F-& mdeet Cold t111117I1 ''• aNY LYNNAlf Impact Resistant\GENgFi'� Windows & Doors i WexE aT1as•al- fl faNa _ * : No. 56705 l '. mea ua. a.w xi.an M:aa6.afa.alaa I'F.t: aN.ua.icYa — 7� i///• PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE - N. VENICE, FL 34275 S-ALT1 ;.•� .(� ' E OF (941)480-1800 i�••�,LORIOP..' aGCOP IN RIG.s6 2DODR5 ALL RIGHTS RESERVED CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.#58705 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 3 KSI IN CLUSTERS 28Y WOOD BUCKS IN CLUSTERS TYPICAL ANCHORS CONCRETE AT MIG. STILE SEE NOTE SHEET 1 AT MTG. STILE IN CLUSTERS IN CLUSTERS INTERLDCK,ENf)S & INTERLOCK ENDS AT MTC. STILE METAL STRUCTURES '4: SEE CHART- 3 KSI SEE CHART 181' WOOD BUCKS & INTERLOCK ENDS AT MTG. STILE SEE SPEC BELOW EWE IST° ':FOR OUANTRIES,. CONCRETE FOR QUANTITIES SEE NOTE SHEET 1 SEE CHART &INTERLOCK ENDS FOR QUANTITIES SEE CHART EDti DIST . • 3 5 FOR QUANTITIES 6 •,:,.: .EDGE'd15T. "3,5/8"CONCIRETE EWE 3 5/8" L DST. q PNz Rtat XNE lF1Gj' U ,{. {F9-: "7 K91. fp-.t5$, K81)) { i. 'A°_ ," '- M-177 161, "W, 16� `' (j{�;•.{F.,... .to .-.,. �.•. i; �� I 'p`'- - WIN THRU ,19Y 8f#CICS I7tTDPCONCREt£ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO WOOD STRUCTURE = 1 MIN. -� INTO METAL STRUCTURE 3/4" MIN. I -.L�" t�l••i)„••EMBfAJNTO CON.CR. •. II 1-1/2' MIN. PENETRATION INTO WOOD WOOD AT HEAD OR JAMBS SG - 0.55 MIN. THRU 2BY BUCKS INTO CONCRETE f THRU IBY BUCKS C CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. I 1/2" MIN. EMBED INTO CONCRETE I I-J�{,�ij(.Q�1�{j'T„ I C-90 HOLLOW/FILLED BLOCK AT JAMBS f•m = 2000 PSI MIN. TYPE 'B'- 1/4" X 3-1/4" ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy--155 KSI) I DIRECTLY INTO CONCRETE II DIRECTLY INTO CONC. OR MASONRY 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ecoDuc rsevwm a-pw"wit►d. N.W I TYPE 'C'- 1/4" DIA, SELF DRILLING SCREWS (GRADE 5 CRS) I I TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRs) I kuwi"BC k +, Amptuce n0 ("�•..GLO•cry INTO MIAMI -DADS COUNTY APPROVED MULLIONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS it•I+W9e p„te �iT�/Z�fn I OR I I OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) .. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) lea-- .--J.- I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I N1M1 itW-1 Centel ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) SILL RISERS STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AND SHEET 13 FOR CAPACITY _� SRL E 82'-'a"1i4� DIA• UL' .:BY 'ELCO� (ry=177 i6L i}"°'SS K51) POURED & HARDENED ANCHOR. TYPE 8 Z ANCHOR TYPE B NO-METALLIC/NON-SHRINKAGE DIRECTLY INTO 3 KSI CONCRETE i DIRECTLY INTO 3 KSI CONCRETE tWiECTLY INTO CONCRETE HIGH STRENGTH GROUT m� I - -1_ f4' MIN. EMBED INTO CONCRE _ _ Vc = 5000 PSI MIN. a L NOT BY O SIR ... .. ,� m MUSTLOATRANSFER 4: NGS' ANCHOR CAPACITIES LISTED ON THIS ! - - SHEET TO BE USED IN CONJUNCTION `• ••s,,,_HCIR•'./ •� 9 6 ' WITH GLASS CHARTS ON SHEET 13 "1 h. 5 +0.""" `^`t`""°""`ICIN 4TER5•' a f LOWER APPLICABLE VALUES CONTROL." AT MTG. STILE 3 TRACK SYSTEM SHOWN ALSO APPLICABLE & INTERLOCK ENDSEE S TO 2 AND 4 TRACK FRAMES. FOR QUANTItnES a PLEASE SEE FOLLOWING SHEETS FOR DETAILS. n6• • • • • • • Dftl"'" �'' �lY LY44.5 fA • • N x S?WINEL j�S:%J11ISLISINO G1.4SG D OR (L.M.L) AGK ®Impact Hesistald �••';cEN- o • • • • • • Windows & Doors 3 Dgc�tlorc �� • • • Dote: wE•Eff=NM- _� • • • • • • • • • • o �. IaO. stns, n.1u., it n4u -_- No. 58705 ;; ANCHOR LOAD CHART/ANCHOR DETAILS 5/22119 n�.o...-...:.. I .••:.es.u..u.: m PREPARED BY LYNN MILLER'.� . ;• �� Revision: Rev. By, Rev. Dote: z LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS •• �'"7 1070 TECHNOLOGY DRIVE ��• q W/O REINFORCING ALL SIZES • ORIGItyH1 I$$UC • • • • • • • N. VENICE, FL 34275 S 0 STATE 5 LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS •• • • • • • 01)480-1600 �� '. SOC ORIDP•. •'G\��`` eat: • • Drc�irq No. Rev; COrv8101rto tots �7 SS '' • - W/ REINF. UPTO 96 IN. HT. • 5�;es/MAeC • • rll HT.. UPTOO 60.0 PSF F1120OR 0IN RHIGH. • SGD-1GOLMI N.'r.�.• bF t8 • SGD15OLMI-NOA Q AL RIG�SRESER EO ��NAL1�N�� W/ITREINF. ABOVE LOADS -• • CERT. OF AUTH. #29296 A. LYNN MILL �.�. P.E.# 58705 24-1/8 30-1/9 36-t/8 42-1 8 s4-1/8 �c II Y U Y U x Y Lwin !.d a s 'uS U •..! U Y II Q Y U16A L.A U Q ANCHOR TYPE A m x )`+ ANCHOR TYPE A m x N rn ANCHOR TYPE B m x iv rn ANCHOR TYPE C e m� INTO 2BY WOOD BUCKS '^ \ S THRU 1BY WOOD BUCKS a DIRECTLY INTO 3 KSI CONCRETE a INTO METAL STRUCTURES o TURES 61.9 Boo - 58.7 80.0 ao.o INTO 3 KSI CONCRETE 24-1/8 30-1/0 3s-t/e 42-1/8 4a-1/8 o OR APPROVED MULLIONS J LrEr1D, t`J;tt3t:!'r`Y - !M {LNCHOIIB 63.9 e0.o - 60.6 eo.o - 80.0 54.0 ao.o 80.0 57.0K779 51.9 90.0 49.3 73.9 80.0 24-1/6 30-1/8 36-1/a L2-1/8 48-1/8 54-1/e :jt,Hl6n 60.0 - 60.0 - - WOOD BUCKS AND METAL STRUCTURES NOT Y CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO 47.9 45.5 60.0 60.0' 44.3 42.0 54.4 54.a �L �D� 108 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND S BOTH 2 TRACK AND 3 TRACK SYSTEMSc WITH 55.3 60.0 5z.5 60.0 60.0 P60.0 X -•--�••>~+•- 24-1/8 30-1/8 36-1/8 42-1/8 4a -t/8 TRANSFER THEM 70 THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. 60.0 - - 57,2 50.0 60.0w OLUW#M AT ��'ALL C�ii� SEE ELEV. FOR SPACING 24-1/8 30-1/8 36-1/0 42-1/8 48-1/8 120 60.0 - - 60.0 - - � - 1L(l�OtaD!ffi.� A. _kA 38.9 58.4 60.0 36.9 55.4 60.0 AT - Nom. PNz Rtat XNE lF1Gj' .�+( 1!M.(•Y, XT (+ MMM.(!) EXf'+(•1 EXT.(+) INT s _r IM'(-) ,{. {F9-: "7 K91. fp-.t5$, K81)) { i. 'A°_ ," '- M-177 161, "W, 16� `' (j{�;•.{F.,... .to .-.,. �.•. i; �� I 'p`'- - WIN THRU ,19Y 8f#CICS I7tTDPCONCREt£ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO WOOD STRUCTURE = 1 MIN. -� INTO METAL STRUCTURE 3/4" MIN. I -.L�" t�l••i)„••EMBfAJNTO CON.CR. •. II 1-1/2' MIN. PENETRATION INTO WOOD WOOD AT HEAD OR JAMBS SG - 0.55 MIN. THRU 2BY BUCKS INTO CONCRETE f THRU IBY BUCKS C CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. I 1/2" MIN. EMBED INTO CONCRETE I I-J�{,�ij(.Q�1�{j'T„ I C-90 HOLLOW/FILLED BLOCK AT JAMBS f•m = 2000 PSI MIN. TYPE 'B'- 1/4" X 3-1/4" ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy--155 KSI) I DIRECTLY INTO CONCRETE II DIRECTLY INTO CONC. OR MASONRY 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ecoDuc rsevwm a-pw"wit►d. N.W I TYPE 'C'- 1/4" DIA, SELF DRILLING SCREWS (GRADE 5 CRS) I I TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRs) I kuwi"BC k +, Amptuce n0 ("�•..GLO•cry INTO MIAMI -DADS COUNTY APPROVED MULLIONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS it•I+W9e p„te �iT�/Z�fn I OR I I OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) .. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) lea-- .--J.- I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I N1M1 itW-1 Centel ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) SILL RISERS STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AND SHEET 13 FOR CAPACITY _� SRL E 82'-'a"1i4� DIA• UL' .:BY 'ELCO� (ry=177 i6L i}"°'SS K51) POURED & HARDENED ANCHOR. TYPE 8 Z ANCHOR TYPE B NO-METALLIC/NON-SHRINKAGE DIRECTLY INTO 3 KSI CONCRETE i DIRECTLY INTO 3 KSI CONCRETE tWiECTLY INTO CONCRETE HIGH STRENGTH GROUT m� I - -1_ f4' MIN. EMBED INTO CONCRE _ _ Vc = 5000 PSI MIN. a L NOT BY O SIR ... .. ,� m MUSTLOATRANSFER 4: NGS' ANCHOR CAPACITIES LISTED ON THIS ! - - SHEET TO BE USED IN CONJUNCTION `• ••s,,,_HCIR•'./ •� 9 6 ' WITH GLASS CHARTS ON SHEET 13 "1 h. 5 +0.""" `^`t`""°""`ICIN 4TER5•' a f LOWER APPLICABLE VALUES CONTROL." AT MTG. STILE 3 TRACK SYSTEM SHOWN ALSO APPLICABLE & INTERLOCK ENDSEE S TO 2 AND 4 TRACK FRAMES. FOR QUANTItnES a PLEASE SEE FOLLOWING SHEETS FOR DETAILS. n6• • • • • • • Dftl"'" �'' �lY LY44.5 fA • • N x S?WINEL j�S:%J11ISLISINO G1.4SG D OR (L.M.L) AGK ®Impact Hesistald �••';cEN- o • • • • • • Windows & Doors 3 Dgc�tlorc �� • • • Dote: wE•Eff=NM- _� • • • • • • • • • • o �. IaO. stns, n.1u., it n4u -_- No. 58705 ;; ANCHOR LOAD CHART/ANCHOR DETAILS 5/22119 n�.o...-...:.. I .••:.es.u..u.: m PREPARED BY LYNN MILLER'.� . ;• �� Revision: Rev. By, Rev. Dote: z LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS •• �'"7 1070 TECHNOLOGY DRIVE ��• q W/O REINFORCING ALL SIZES • ORIGItyH1 I$$UC • • • • • • • N. VENICE, FL 34275 S 0 STATE 5 LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS •• • • • • • 01)480-1600 �� '. SOC ORIDP•. •'G\��`` eat: • • Drc�irq No. Rev; COrv8101rto tots �7 SS '' • - W/ REINF. UPTO 96 IN. HT. • 5�;es/MAeC • • rll HT.. UPTOO 60.0 PSF F1120OR 0IN RHIGH. • SGD-1GOLMI N.'r.�.• bF t8 • SGD15OLMI-NOA Q AL RIG�SRESER EO ��NAL1�N�� W/ITREINF. ABOVE LOADS -• • CERT. OF AUTH. #29296 A. LYNN MILL �.�. P.E.# 58705 24-1/8 30-1/9 36-t/8 42-1 8 s4-1/8 50.0 - - 80.0 - - - - - - ab.o Bo.O 80.0 - 76.2 eo.o - 72.4 60.0 - 68.7 eo.o - - 62.8 71.1 - 59.5 71.1 7t.1 24-1/8 30-1/8 36-1/a 42-1/8 411-1/6 54-1/8 114 SO.o 80.0 80.0 - - 110.0 - - 75.5 80.0 - 71.6 80.0 - 67.3 80.0 - 64.3 80.0 - 62.3 80.0 - 59.1 ,o.o a0.o 56.4 71.1 71.1 55.3 71.1 71.1 24-t/8 30-1/11 36-1/6 .2 /B 48-1/5 90 80.0 - - 80.0 - - 79.7 80.0 - 75.6 80.0 - 69.2 80.0 65.6 11o.b 61.9 Boo - 58.7 80.0 ao.o 56.7 110.0 80.0 53,7 80.0 80.0 24-1/8 30-1/0 3s-t/e 42-1/8 4a-1/8 9s 30.0 - - 80.0 - - 73.8 80.0 - 69.9 80.0 - 63.9 e0.o - 60.6 eo.o - 80.0 54.0 ao.o 80.0 57.0K779 51.9 90.0 49.3 73.9 80.0 24-1/6 30-1/8 36-1/a L2-1/8 48-1/8 54-1/e 102 60.0 - 60.0 - - 60.0 - 60.0 - - 59.3 60.0 56.2 60.0 60.0 5.7 50.0 SO.O 60.0 60.0 47.9 45.5 60.0 60.0' 44.3 42.0 54.4 54.a 24-1/8 30-1/8 38-1/8 42-1/8 54-1/6 108 60.0 60.0 - - 60.0 -60.0 - - 55.3 60.0 5z.5 60.0 60.0 P60.0 49.1 60.0 46.6 so.o ao.o 60.0 42.2 80.0 60.0 41.6 54.4 39.4 54.4 54.4 24-1/8 30-1/8 36-1/8 42-1/8 4a -t/8 114 50.0 - - 60.0 - - 60.0 - - 57,2 50.0 60.0w 51.9 60.0 60.0 492 60.0 80.0 45.9 60.0 60.0 43.6 60.0 60.0 41.5 60.0 60.0 39.4 59.t 110.0 24-1/8 30-1/8 36-1/0 42-1/8 48-1/8 120 60.0 - - 60.0 - - 56.9 60.0 60.0 54.0 60.0 60.0 49.8 60.0 60.0 46.3 60.0 50.0 43.1 60.0 60.0 4RS 0.9 50.0 60.0 38.9 58.4 60.0 36.9 55.4 60.0 •• •• • • • •• •• ••• • • • ••• • SEE SHEET 15 FOR ANCHORS 0 ><7 EDGE DIST. 3 5/8• EDGE DI EDGE DIST 5/8. EDGE DIST ° to •° .I ,'•. .. .'n:l DIS • °�, :a I 1 �° I. IWEEP SIZE X 1�8 114 REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS O THREE (3) TRACK DOOR DETAILS O QD T T T �� DECORATIVE F[ry SILL COVER 1711 OPTIONAL I. t� J nSILL RISER E8.1 REQ.. FOR LOADS ABOVE +60 PSF SILL RISER REOD. FOR LOADS ABOVE +60 PSF 1 n it n d J J• with 1h0 PIMhb iuiiMR C•de 00. --14zuvzla- w.epN..ec No �q _ aW; • 03 n•6etce.ltA Title:•• • • • w SENTONEL 15pALl� jID� Gt t v40CR (L. M.I.) • "" 'y. AGK • • !! ' POURED & HARDENED Die 'ptbn: • • • • • • • • • • I!l Dote: 3 -TRACK DOOR DETAILS PREPARED LYNN MILLER 1070 TECHNOLOGY DRIVE 5122/19 ,W,:• %•. S A �0CV Rev. By: HIGH STRENGTH GROUT —Ail j! AU RIGHTS RE EC D`�/0 CERT. OF AUTHE#29296 \ A. LYNN MILLW N d 1 P\E.ii 58705 •••• • S.+./Mod :• • • tab• • met., NON -SHRINK, NON-METALLIC RGD-15(PLMI M.T.S• • �Dll*ill 16 &,S SGO1501-MI-NDA 0 •• •• • • • •• •• f'c a 5000 PSI MIN. • • • ••• • NOT BY CGI IN MUST TRANSFER SHEAR E7 LOADS TO STRUCTURE w J i \ XJWL I. • I '•3 SLg, 5/b"•I 3 KSI CONC. EDGE DIST.. w EDGE DIST. SEE SHEET 15 FOR ANCHORS THREE (3) TRACK DOOR DETAILS O QD T T T �� DECORATIVE F[ry SILL COVER 1711 OPTIONAL I. t� J nSILL RISER E8.1 REQ.. FOR LOADS ABOVE +60 PSF SILL RISER REOD. FOR LOADS ABOVE +60 PSF 1 n it n d J J• with 1h0 PIMhb iuiiMR C•de 00. --14zuvzla- w.epN..ec No �q _ aW; • 03 n•6etce.ltA Title:•• • • • w SENTONEL 15pALl� jID� Gt t v40CR (L. M.I.) • "" 'y. AGK • • ••• • Die 'ptbn: • • • • • • • • • • No. 58705 •: � Dote: 3 -TRACK DOOR DETAILS PREPARED LYNN MILLER 1070 TECHNOLOGY DRIVE 5122/19 ,W,:• %•. S A �0CV Rev. By: Re, Date: • • SRIGINAL ISSUE • .0o ••• 00* 'S, AU RIGHTS RE EC D`�/0 CERT. OF AUTHE#29296 \ A. LYNN MILLW N d 1 P\E.ii 58705 •••• • S.+./Mod :• • • tab• • met., Na. Re RGD-15(PLMI M.T.S• • �Dll*ill 16 &,S SGO1501-MI-NDA 0 ••• • • • • ••• • s,. va. n...1, • .... s. nm. Tr••f0l.l9i.�s10 No. 58705 •: � I •�i!OOlfel.�sfi — PREPARED LYNN MILLER 1070 TECHNOLOGY DRIVE : • in N. VENICE. FL 34275 %•. S A �0CV (941)480-1600 G CovrRCc 6 mIe CGI 'S, AU RIGHTS RE EC D`�/0 CERT. OF AUTHE#29296 \ A. LYNN MILLW N d 1 P\E.ii 58705 • ••• •• •• • • • •• •• • • • ••• • Resistant ` pNY LYNN'% ®Impact Windows &Doors s,. va. n...1, • .... s. nm. Tr••f0l.l9i.�s10 No. 58705 •: � I •�i!OOlfel.�sfi — PREPARED LYNN MILLER 1070 TECHNOLOGY DRIVE : • in N. VENICE. FL 34275 %•. S A �0CV (941)480-1600 G CovrRCc 6 mIe CGI 'S, AU RIGHTS RE EC D`�/0 CERT. OF AUTHE#29296 \ A. LYNN MILLW N d 1 P\E.ii 58705 FOF z � z z o LOCK STILE 1X6 OR LARGER WOOD BUCKS M, 0 EXTERIOR EXTERIOR INTERLOCK (REINFORCED) O 1/2- MAX. LOAD BEARR SHIM INTERLOCK (REINFORCED) X110 X 1-1/4" SS PH SMS N O 1 PER CUP 3 PER PANEL AT 18' FROM EACH END C AND AT MIDSPAN ASTRAGAL 1/4" MAX. • M2 #8 X 3/4- SS FH SMS LOAD BEARING METAL TYPICAL ANCHORS SEE ELEV. PANEL WIDTH 1 PER CUP SHIM STRUCTURE FOR ;�ZIN� LOAD BEARING O E6 D.LO. O REINF. AS REDD, HA TFON CAPACITY �SEEECHART H O J O • FOF z � z z o LOCK STILE 1X6 OR LARGER WOOD BUCKS M, 0 EXTERIOR EXTERIOR INTERLOCK (REINFORCED) O 1/2- MAX. LOAD BEARR SHIM INTERLOCK (REINFORCED) X110 X 1-1/4" SS PH SMS N O 1 PER CUP 3 PER PANEL AT 18' FROM EACH END C AND AT MIDSPAN ASTRAGAL 1/4" MAX. I DOOR FRAML WIUIH r .o1 M.rnr, fp 3 -TRACK DOOR DETAILS 522/19 •......... I _ DOOR FRAME WIDTH _ PREPARED BY LYNN MILLER – vl �Qj Re'A—: Rev. By: Rev. Date: �% 2%6 OR LARGER WOOD BUCK 1070 TECHNOLOGY DRIVE Q TATE F nn1LI�iINAI•ISSUE • • • • • • • • N. 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Date: �% 2%6 OR LARGER WOOD BUCK 1070 TECHNOLOGY DRIVE Q TATE F nn1LI�iINAI•ISSUE • • • • • • • • N. VENICE, FL 34275 WOOD STRUCTURE r S • • • (941)480-1800 THREE (3) TRACK DOOR DETAILS baa, • �Sh«t: • aiawiR9 No. Rer. coR RIGH o zo. • • • • • • • CGI ALLRIG�SRESE�O „1�`�� %A150 Ctrl N@f.8: 17 DF•28• :WD150LMI-NOA 0 • • • CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P X 58705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SFF GHFFT 15 FOR ANCHORS—. SEE SHEET 15 FOR ANCHORS x ¢ EDGE DIST. 1 3/4" M u=i I a 11 3 XSI CONC. a t < k HARDENED RENGTH GROUT RINK, N0 " —MC DOO PSI MIN. CGI WINDOWS tANSFER SHEAR 0 STRUCTURE a 0 a w �S W X a. FDCF DIST_ 1.3/4 w a a SILLISER REOD FOR LOADS ABO +60 PSF WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS OPTIONAL SLANT SILL ADAPTORS 20 DECORATIVE SILL COVER OPTIONAL f� 1 �l� h l II � JI ;I II SILL RISER E8.1OPTIONAL FOR LOADS ABOVE +60 'SF X11 �� II n 1 u I! 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P.E.# 58705 C C SEE SHEET 15 FOR ANCHORS EDGE DIST. 3 5/8- A EDGE DIST. a " C POURED ✓¢ HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC f'c = 5000 PSI MIN. - NOT DY CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE O Jetx M=Nlq ■�l lm§ `SEE SHEET 15 FOR ANCHORS FOUR (4) TRACK DOOR DETAILS Tine: 0 —— ^: w : ••• • • •• SENTINEL 150 FILUM fidDI*G 4LA:S 1:012; (L.M.I.) • •• • • • • ••• DencH&n•orr.• • • • • • • • • • • • • • •• 4 -TRACK DOOR DETAILS R -W—: AGK 5/22/19 Rev,By: Rev. Dafe: DRIGINAI;MSUE • . • 000 • • • Resistant OCENSF'... ' •rne�'NoOe/• • • c b: • Sh�t: • •ru,rin# No. Rev: tga 1501 Mf.S• 20 -1.028 •D150LM1-IVDA • 0 • •• •• • • • •• •• ••• • • • ••• • • REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. WEEP SIZE 1/4" OPTIONAL SLANT SILL ADAPTORS DECORATIVE 2 SILL COVER OPTIONAL r 1 rl l u �I �I J SILL RISER EB.t REO.. FOR LOADS ABOVE +60 PSF SILL RISER REOD. 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PE.*58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TYPICAL PAD PILE INSTALLATION LOCATION TYPICAL AT PANEL 4 CORNERS TYPICAL ANCHORS TYPE A. B OR C M AT 6" FROM ENDS AND 9" O.C. INTO WOOD/CONC./METAL 1-1/6" MIN. 6" O.C. INTO BLOCK ONLY �.{ 1-1/2" MIN. WOOD EMBED SEALANT EDGE DIST. I 1-1/4' MIN. BLOCK EMBED 1-3/4" MIN. CONC. EMBED 1/8" MIN. METAL THICKNESS EXTERIOR MOUNTED t`:� V I / / CONC. POCKETED JAMB + ^ C/ w0000 EXTERIOR POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ 77de: • • • • • • • • • "�• SENTINEL 1504tjiU%n1tt, 4Ay,40R �L M.I.) AGK • • • D--,":• • • • • • • • • • DOk' DETAILS — — '• S ZS IG► 5/22/19 Revision: N. VENICE, FL 34275 Rev. By. Rev. Date: •• ••• ORIGINAL:S•SUE • • • • • • : • : • CG11f1NRIDOfYSdCOORS ALL RIGHTS RESERVED •• •••• • • Tier• odel: • hal: • hew • C";N No. Rev: • • SdD-150 UMI N.i.S.• • 23 oa �2 j • DdD150LMI-NOA 0 ••• • • • • ••• • • wFRF argowm^ * ,� No. 58705•: mo �. fotn u.f.., Ria.a, n flan fHfel ftrittt I t••: ttf.[fitnY PREPARED BY LYNN MILLER — — '• S ZS IG► 1070 TECHNOLOGY DRIVE .' Qom.. S ATE F I C(7 N. VENICE, FL 34275 i��:`'•.FL ORIOP.•' \?� . '•....... �% ` (941) 480-1600 cs S/ONAL E`�� CG11f1NRIDOfYSdCOORS ALL RIGHTS RESERVED CERT. OF AUTH.#29296 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IRODIIC r Y6Vl•eY Waow" likerk" A«ywte Noll 640 3 •e 3 c.�tf.r.4m— .�ZaQo Resistant ....... Vise ' ! 11cEN ®Impact Windows & Doors wFRF argowm^ * ,� No. 58705•: mo �. fotn u.f.., Ria.a, n flan fHfel ftrittt I t••: ttf.[fitnY PREPARED BY LYNN MILLER — — '• S ZS IG► 1070 TECHNOLOGY DRIVE .' Qom.. S ATE F I C(7 N. VENICE, FL 34275 i��:`'•.FL ORIOP.•' \?� . '•....... �% ` (941) 480-1600 cs S/ONAL E`�� CG11f1NRIDOfYSdCOORS ALL RIGHTS RESERVED CERT. OF AUTH.#29296 VLYNN MILLER, P.E. P.E.#58705 4.735 L .070.675 .860 ,847�jj 1.250 E3 FRAME HEAD (2 TRACK) 5.921 -�-I .847 1.250 � FRAME HEAD (3 TRACK) 1.340 3.255 lel LIPM. O TOP/BOTTOM 4.250 .070 .995 HORIZ .995 .1050 975 1 ® GLAZING BEAD GLASS 'j j"-.120 7 .995 .0501 975 1.184 1 © GLAZING BEAD INSUL LAM. GLASS 1.340 3.255 4.250 .070 .995 TOP/BOTTOM HORIZ (OPTIONAL) 3.000 ,070 1.490 1.415 2.005 MAIN STILE (OPTIONAL) 3.000 .095 �f I 1.770 .060 1.415 L-2.005 1 INTERIOR INTERLOCK (OPTIONAL) 1CfwGpSlla -Nibl•{ wIH the Fm" Code ae�WtelVo 15 aLa3.63 Orate q tt-� /y_� _-r*"•� �. I •� -� .✓ri CoMia1 /11111111 .075 .070 2.600 .640 T 4.735 Et FRAME SILL (2 TRACK) .075 t - 070 2.600 J- .753 5.921 T _5.921 � FRAME SILL (3 TRACK) 1.508 .725 ,065 .664 (� V�-.125 M2 FIX. PANEL CLIP 1.186 .060 1.831 1.501 1.490 3.000 .070 •995 1.415 .156 3.000 1 ® EXTERIOR INTERLOCK (OPTIONAL) 120 .070 1.366 .695 -265 Ee SILL RISER (OPTIONAL) 3.750 .155 .070 3.510 7- 1.600 1.870 2.005 Eta OUTER TRACK ASTRAGAL STILE 1.610 E9 INTERIOR 3.750 2.755 .125 1.870 3.572 .070 1.255 2'005 TRACK ASTRAGAL STILE 2.005 E6 O MAIN STILE 3.750 2.755 - .125 1 610 1.B7a 3.572 1.255 ® 2.005 INTERIOR TRACK ASTRAGAL (OPTIONAL) 3.000 .995 .095 1.770 .060 1.415 �I -2.005 E5 INTERIOR INTERLOCK 3.188 .070--7.070 L 1.625 .582 2.120 POCKET HOOK 1.501 '995 1.186 060 1.831 3.750 .155 .070 3.510 1.600 1.870 . r1.825-1 125 1 .125 1.310 INTERLOCK REINFORCING 1 •• ••• • • • .156-1L��Ireney 3.000 E4 EXTERIOR INTERLOCK 625 1.920 2.670 �. 625 COVER(OPTIONAL) .572 .741 2.591 3.341 L L .062 ff .625 F-- E8.1 SILL RISER (OPTIONAL) rtl.: SENTHOEL150"UA4SoW* • • • • • • • • • • • • • '}� IIrp(:A*40Qµ.M.IJ • • • • • • • D- By., AGK Impacl Resistant ®WlndOwSBDOOfS wexE ra: aas.ua.asu I r••: ao .ua.naa PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE N. 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Q�.• ••. F� - No. 58705 DeeMRY% • • • • • • • • • • 0ate1 EXTRUSIONS 5/2219 nu �. um ur..r, eLL.ti n uon T. ms..+ewsw I +••: .260J j 2r. Revision:Rev. • • • • • jtUE By: 1.650 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 ORIGINAL • • • : : • • • (941) 480-1600 ® FRAME HEAD COVER 4.765 .065 lfrv,.i DkW No, Rev: MPYRIDfR0 2018 SGB -150 LIr1 .080 1.62140 • �6 OF �li,1501M1-NOA • II II -�I 4—.625 ® .344 060 FRAME SILL COVER E2 FRAME JAMB (2 TRACK) • • +j 1.375 • .243 A. LYNN MILLER, P.E x 58705 1.620 060 1.791 �{ © FRAME JAMB COVER 5.951 .080 1.6120 .725 d .065 +I .125 .5�45 T 090 1.620 1.508 I .065 I .625 .664 I FRAME JAMB (3 TRACK) FIXED PANEL CLIP IMOD" f YEVOM c�Wf1x{ -ft the Fbd& AooIIP as No I -6607.03 E+l�tlw Oat< .� co.•a nu.: • - - - i • • i i • SENTUL 150M eIN G S OFt L.M.I. SI �� (• ) • • • • • • • 0— ey: AGK Impact Resistant �`�•NY LYNA/ ''�•,, �� . "' • . !Ne "�,10ENgF' •• 0:0 • ®Windows BDoors wft1f S11p11B91^ (. Q�.• ••. F� - No. 58705 DeeMRY% • • • • • • • • • • 0ate1 EXTRUSIONS 5/2219 nu �. um ur..r, eLL.ti n uon T. ms..+ewsw I +••: _ * ;• Z �9 LL/ AT Revision:Rev. • • • • • jtUE By: R. Dote: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 ORIGINAL • • • : : • • • (941) 480-1600 i ' •.'b<OR1O?. '%, SS •""'• ''�, ONAL1��` ScNn/Rotle/: • • • • •• I• • � • lfrv,.i DkW No, Rev: MPYRIDfR0 2018 SGB -150 LIr1 • • N_T•S. • • �6 OF �li,1501M1-NOA • D q�LLRIGHTDSRESEGM, d.� CERT. OF AUTH. x29296 • • ••• • • A. LYNN MILLER, P.E x 58705 •• 0:0 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME TOP CORNER 4 TRACK SHOWN I FRAME BOTTOM CORNER 4 TRACK SHOWN 7.750 080 .925 .857 1.250 FRAME HEAD (4 .080 2.600 .7d53 r h7.730�i�t MoDUC [ REVU" s• a Pjyt s rfth the F7wi& bvloingcodk Asmptaece No ts'k..0.te 2G �g F 0•ct Co.•d SENTIMIEL 150tAYUNSIjDI Oft L.M.I. AGK • • • • • • • • • • Date: INSTALLATION DETAILS, EXTRUSIONS 5/22/19 11-9V • • •• Rev. By: Rev. 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P.El 58705 FRAME TOP CI 3 TRACK SHC FRAME TOP CORNER 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER s2 MITERED BEAD CORNER (TYPICAL) 9 S PRODUC C REvis" li•fiing=Cadeg *kb t o M,*b Ey4ytp#Qw.a�- _' yl Iktf:alltd PANEL TOP/BOTTOM CORNER SQUARE BEAD CORNER (OPTIONAL) FRAME BOT70M CORNER 3 TRACK SHOWN u own ey. SENTINEL 150dZU%?Lj)11r3 C:AO40R U.M.I.) AGK • • D-01100: 000 • • • • • • • Dote: INSTALLATION DETAILS 5/22119 Revision: Rev. By: Rev. Dote: ••••• • • ••• ••• 19RIGINAL;SSUE • • • • • •• • ••• • • rfea 1: • SceA: • • L�einq '50'L o. TO SM-1 50 LIMI N.i.S. • 28 11 2� �diD150LMI-N0A ••• • • • • ••• • • weu smawea^ No. 58705 ..c Des.sfa.asff I au: iwafa.fsa] — ,/,�� — ZT�f PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE Q '• •' (V�\ N. VENICE, FL 34275 (sal) 480-1600 i��C` •'. F<ORIOP,.•' S COPYRIG 0 2019 .. ' KL RIGS RES-0— • • • • • • • • • • • •• •• • • • •• •• �C1111111/// Resistant ®Impact Windows & Doors weu smawea^ No. 58705 ..c Des.sfa.asff I au: iwafa.fsa] — ,/,�� — ZT�f PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE Q '• •' (V�\ N. VENICE, FL 34275 (sal) 480-1600 i��C` •'. F<ORIOP,.•' S COPYRIG 0 2019 .. ' KL RIGS RES-0— CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 MIAMI•DADE MIAMI—DADE COUNTY, FLORIDA a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qoy/economy 10100 NW 25 Street Nfiami. 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 ERProduct 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 (Tn Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade Cou+rec'ei-ve the right to have this product or material tested for quality assurance purposes. If tk.product or material fails to perform in the accepted manner, the manufacturer will incur the expense of st4„tpstjng anal tke AM may immediately revoke, modify, or suspend the use of such product or material v4thi$4eir jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade CouatV Product CAptrol 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 11ka Florida Building Code, including the High Velocity Hurricane Zone. 00 .. 00:0 APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120, Alum: Hori.'Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29 i0 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., boar'* the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Countv Product Control Section. IMPACT LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 ction at the job site at the request of the Building Official. NO 'mss NOA leu. 15- 03 end consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. 0 CMIAMMECOUlvrr Expiration Date: Septembir22, 2020 + �� 2 E I -t Approval Date: h6vember 02, 2017 0000.. 0000.. .0000. 0000. 0,000 0000.. 0000.. 0000.. CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SU13NUTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, 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 201-94 • • ' •' • • • 2) Uniform Static Air Pressure Test, Loading per.F.$" TA J' @j2 94 • 3) Water Resistance Test, per FBC, TAS 202-94..:.. 0• 4) Large Missile Impact Test, per FBC, TAS 20jt-94• • *00060 :'•'•; 5) Cyclic Wind Pressure Loading, per FBC, TAS203-94 • • • • • • • • • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 20 X51:: :"" •"••• along with marked -up drawings and installation diagram of c%.Vj�ps Sentu}el 120 aluminum horizontal sliding window, prepared by Certified Test'L3boraU) es. Test • • �' Report No. CTLA-3062W, dated 07/07/15, signed and sealect by. %amesW C. Tatel, . P.E. . .. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 7'1' 94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings ' and installation diagram of a series project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203--94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 • • •: • 2) Uniform Static Air Pressure Test, Loading peMOC: TAS.202;94 3) Water Resistance Test, per FBC, TAS 202-94••:•• : '..' 4) Small Missile Impact Test, per FBC, TAS 20 i •94' • • 5) Cyclic Wind Pressure Loading, per FBC, TAS" --A4 ."". 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202.24„ • along with marked -up drawings and installation diagram of.A.s;ries '.�i;Iinel" aluminum horizontal sliding window, prepared by Hurricane Tpste�ha�boratoryp LLC, Test Report No. RTL -0080-0102-10, dated 06/04/10, signed Aid sealed lu �yhu J. Abraham, P. E. • (Submitted under NOA No. 10-0510.12) • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16, 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). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-091610 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. ge M. Plasencia, P. E. ProduL4 Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 511 Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3i162W, dated V7/U7/15, .... s • issued by Certified Test Laboratories, signed and sealed by Ramesh C7t Patei,•P. E. 3. Testing Proposal issued by the Product Control Section, datdYi W68/15,0 sigmd by • • • • • • 0000.. Jaime Gascon, P. E., Section Supervisor. 0000.. 4. Laboratory compliance letters for Test Reports No.'s CTir --3056 W,,Q,, dated, • • • 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 W-Gpdated 04/164.5, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Pa+el• P. E. • • • • • • (Submitted under previous NOA No. 15-0512.05) """ • 5. Testing Proposal issued by the Product Control Section, dat id 12/16/14,00eirgr6d by:**00: . . 0000.. Jaime Gascon, P. E., Section Supervisor. .. . . • • (Submitted under previous NOA No. 15-0512.05) ' ' 0000 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15.0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Abmad, P.E. .f- orge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: E'V'IDENCE SUBMITTED B.. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 0V19/17, 0000.. expiring on 07/08/19. 0000.. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. fo -their • "SentryGlas(@ (Clear and White) Interlayer" dated 06/25/15,'ViMg on007/Q4/18. 0600" 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical �bmpany'(�MA) : :0096: for their "Saflex CP - Saflex and Saflex HP Composite Glass 1p$;j1%yers•Vj#j PET ; Core" dated 09/07/17, expiring on 12/11/18. 000000 9009 9 0: 9 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemica4,eo1npahy6(MA) 9.6 0 9 0 for their "Saflex Clear and Color Glass Interlayers" dated 094T1/1T6 expiringon •, . . 05/21/21. 0 0••.. goo 6 F. STATEMENTS'some ' 1. Statement letter of conformance to FBC 51b Edition (2014) and FBC da' E" tit>d (' dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad a ,P. E. G. OTHERS 1. This NOA revises NOA #15-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. PrQeuct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-4 5" MAX. TYP. ITG. STILE 5 II �� II u u E1 II F 6 �z t ___— �e1 1I E'Y it I _I j- I LD FALSE MLINTINS ADDL(p,FALSE MUNTgVAPPLIED 32 7/e32 (SURFACE APPUED) 32 7/8" 32 7/8" AT CEW, ALL PANELS(SURFACEONALD.L OPG. D.L. OPG. FINED OLi OPfHABI.EOPTIONALDL OPG.l ABOVE 30" PANET_ W10TH5 36 3/8" 36 3/8" AT HEAD/SILL cm�LANCE ADAPTOR FRAME II II II F BUCK WIDTH 6 II g li e S" MAX. TYp, HEAD/SILL 9 �. _MTG. STILE '_-- HEAD/SiIL Z m a 0r, ' v � I J i II II II II O 'wM, B I II ( D 5 I 5 I 5 II �� II u u E1 II F 6 �z t ___— �e1 1I E'Y it I _I j- I LD FALSE MLINTINS ADDL(p,FALSE MUNTgVAPPLIED 32 7/e32 (SURFACE APPUED) 32 7/8" 32 7/8" AT CEW, ALL PANELS(SURFACEONALD.L OPG. D.L. OPG. FINED OLi OPfHABI.EOPTIONALDL OPG.l ABOVE 30" PANET_ W10TH5 36 3/8" 36 3/8" AT HEAD/SILL cm�LANCE ADAPTOR FRAME FALSE M (SURFACEV PI / 32 7/8, 32 7/8" ' OPTK NAL) D.L. OPG. D.L. OPG. 38 3/8" VENT WIDTH FIN FRAME 110" i� ©ii1 v BUCK WIDTH 5 1/2" 13 5/16" MAX.MAX. S" MAX. TYp, HEAD/SILL 9 �. _MTG. STILE '_-- HEAD/SiIL FALSE M (SURFACEV PI / 32 7/8, 32 7/8" ' OPTK NAL) D.L. OPG. D.L. OPG. 38 3/8" VENT WIDTH FIN FRAME ill v i� ©ii1 v 4v to U O S" MAX. TYP. MTG. STILE mW J Z m a 0r, ' v � FALSE M (SURFACEV PI / 32 7/8, 32 7/8" ' OPTK NAL) D.L. OPG. D.L. OPG. 38 3/8" VENT WIDTH FIN FRAME EQUAL LEG FRAME SE S SENT9ML 12, si DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER '0 CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. T1fi5 PROOUCf HAs BEEN DESx1rJIED ro irY'L�ft "✓�E R£OtAREMEM'S Of THE �t4 �`EORION)/2d- I,ai4T%�iiihON) ftO!OM - .@,�71N0 }pC'�JFIOCFIY HURRIp�7 �MVHZ} 1BY OR 2137 WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS jc6iHF• gUj.DINj ST:UCTUJE rn • ANCHORS SHAUSSE•COWROSCN 8ESIi•'TAN+ SP• ACED AS SHOWN ON DETAILS `n m • AND INSTALLED PMR•MAWUF'5b INSSRUQTIOif. SPECIFIED EMBEDMENT TO BASE SATERIAL•B•ALL•BE 6EY/ND dNAL.Is "_SSINC• OR STUCCO - 4 ILOA; TUCCO.4iOA; jL:ATA4•4gCR6SJ IS ftEDQN DESIJN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSMILAR MATERIALS SHALL MEET THE • • RF"IPPAENTS QF THE 2044/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. • THIS•PRODUCT *PPROVAb ISdpENERIC An DOES•I�T PROVIDE INFORMATION • • FOR: SITE SPF�IjI P I.e. UF�SAF-EiYSF THIS PRODUCT. ADEQUACY • • OF >�TRUC?iIRE jTEC�IVI P$OD� AND SiRALING AROUND OPENING FOR • • WATWeINFTLTRATION JR'T E EETTC. • CONSITIONS NOT SFIDWN Ipl IS DRA�ItlG•ARE A•BE ANALYZED SEPARATELY, AND TO BE REWEWEEEEbbbb BY ILDWG O IAL. • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AT CENTER OF ALL FAN"' FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL PRODUCT REVISED ascomp)yin9 wfh th• Florida BuiidinB Code NOA-Na 17-0918.09 Fxpirafion Da 09/2212020 Miaml- rmo=t Conmil ,_ S - INSULATING LAM. GLASS A �^Tf v .. -`t111N Ii lAih FA Na_r_ drawing no. woo—�s 4v to U O S" MAX. TYP. MTG. STILE mW J Z m a 0r, ' g O O 'wM, 8 / Log 0O�E; ,I `\lam O n Scog EQUAL LEG FRAME SE S SENT9ML 12, si DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER '0 CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. T1fi5 PROOUCf HAs BEEN DESx1rJIED ro irY'L�ft "✓�E R£OtAREMEM'S Of THE �t4 �`EORION)/2d- I,ai4T%�iiihON) ftO!OM - .@,�71N0 }pC'�JFIOCFIY HURRIp�7 �MVHZ} 1BY OR 2137 WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS jc6iHF• gUj.DINj ST:UCTUJE rn • ANCHORS SHAUSSE•COWROSCN 8ESIi•'TAN+ SP• ACED AS SHOWN ON DETAILS `n m • AND INSTALLED PMR•MAWUF'5b INSSRUQTIOif. SPECIFIED EMBEDMENT TO BASE SATERIAL•B•ALL•BE 6EY/ND dNAL.Is "_SSINC• OR STUCCO - 4 ILOA; TUCCO.4iOA; jL:ATA4•4gCR6SJ IS ftEDQN DESIJN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSMILAR MATERIALS SHALL MEET THE • • RF"IPPAENTS QF THE 2044/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. • THIS•PRODUCT *PPROVAb ISdpENERIC An DOES•I�T PROVIDE INFORMATION • • FOR: SITE SPF�IjI P I.e. UF�SAF-EiYSF THIS PRODUCT. ADEQUACY • • OF >�TRUC?iIRE jTEC�IVI P$OD� AND SiRALING AROUND OPENING FOR • • WATWeINFTLTRATION JR'T E EETTC. • CONSITIONS NOT SFIDWN Ipl IS DRA�ItlG•ARE A•BE ANALYZED SEPARATELY, AND TO BE REWEWEEEEbbbb BY ILDWG O IAL. • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AT CENTER OF ALL FAN"' FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL PRODUCT REVISED ascomp)yin9 wfh th• Florida BuiidinB Code NOA-Na 17-0918.09 Fxpirafion Da 09/2212020 Miaml- rmo=t Conmil ,_ S - INSULATING LAM. GLASS A �^Tf v .. -`t111N Ii lAih FA Na_r_ drawing no. woo—�s TYPICAL ELEVATION s. 5' MAX. TG. STILE FALSE MUNTINS ! ADOL. ANCHOR REDD. (SURFACE APPUF.D)— 24 1/2" 49 5/8" AT CENTER OF ALL PANE -S OPTIONAL D.L. OPG. D.L OPC. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS 28" AT HEAD/SILL VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME 110" BUCK WIDTH 5 1/2- 13 5/16" MAX. MAX. ,n HEAD/SILL 5 HEAD/SILL �Z A2 ATG. STILE 6 n E2 8 m > 11 II li / II II II II II II F ii 6 B it 6 49 5/8" D.L OPG. D.L OPG. I 0 J I II II II II � u II 11 II B2 u 11 19 II II 11 II • • • II II • 5 5 II 5' MAX. TG. STILE FALSE MUNTINS ! ADOL. ANCHOR REDD. (SURFACE APPUF.D)— 24 1/2" 49 5/8" AT CENTER OF ALL PANE -S OPTIONAL D.L. OPG. D.L OPC. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS 28" AT HEAD/SILL VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME 110" BUCK WIDTH 5 1/2- 13 5/16" MAX. MAX. ,n HEAD/SILL 5 HEAD/SILL �Z A2 ATG. STILE 6 n E2 8 m > FALSE MUNONS / II II II F II II 11 II II II F II 11 ' II 6 II II 6 49 5/8" D.L OPG. D.L OPG. 28" II II II II VENT WIDTH u u n u II B2 u 11 19 B 11 N fl • • • • • • FALSE MUNONS / • • ' (SURFACE 0_J..// NAL 24 1/2- 49 5/8" D.L OPG. D.L OPG. 28" VENT WIDTH FIN FRAME 0 Z m 3 J ONO�b U ry y 0 Q a0�C! pO OH< 0�z ' aWy_� 5 W z m !s Q 01 is H •• ••• • • • • • •• EQUAL LEG FRAME PRODUCT REVISED as comp)yyi�ngg with the Florid• = 70592 f S as comp dodo MOA -N..17.0918.09 — • • • • • • • Fxpimtlon Date 9/22/2020 OF /•�/ � drawing no. •• • ••• • • • • Or;.:' • • • •. • • • • • • • • • • Miam-dntro --Col W10-18 • • • • • • 11t1111111T� sheetl.totll ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' FLANGE DMS. DESIGN IA6D CAF'AtTSY - ?Sr sm. MTG. RAD. H.D. MTC. RAIL H.D. MTG. RAIL GUSS TYPES GLASS TYPES GLASS TYPES Th'A7', Wk'B7' 'B' k 'B7' 'N A 'tt' WIDTH HEIGHT WIDTH .�. EXT.(+) INL(-) EM.(+) IM.(-) EXT.(+) INT.(-) 55-3/4" 6-15/18 83-1/2" 26' 54-3/4" 7-15/16 82-1/2' 25" M_VM. RAH. D. MSG. RAH. 05.0 65.0 80.0 90.0 65.0 65.0 55-3/4" 8-15/16 83-1/2' CLBS TYPBB BUM DM9. GUSS TYPES G& M& 85.0 65.0 80.0 90.0 1 65.0 65.0 «IlElOEii 65.0 65.0 80.0 90.0 65.0 65.0 ?•(+' . -} .(+) INP.(-) 26-1/2" 49-5/8' 25-1/2' 65.0 65.0 60.0 90.0 J7'28" 54-3/4" 7-15/18 82-1/2" 36" 25' 65.0 65.0 60.0 90.0 53-1/8' 52-1/8" 65.0 65.0 80.0 90.0 74" 73' 65.0 65.0 80.0 90.0 28-1/2' 25-1/2" 65.0 65.0 80.0 90.0 31"38-3/8- 36" 37-3/8" 65.0 65.0 80.0 90.0 53-1/8' 52-1/8' 65.0 65.0 60.0 90.0 74" 73' 65.0 65.0 80.0 90.0 26-1/2"25-1/2' 65.0 65.0 80.0 90.0 37" 50-b(E"-1 49-5/8" 65.0 65.0 80.0 90.0 p5 } 52/8' 65.0 65.0 80.0 90.0 74'__. ` 73 65.0 68.O -.0 80.0 90.0 26-1/2 25-1/2' .d 80.0 90.0 37' 8J" 36' 84" 65.0 65.0 80.0 90.0 55-i/8" 52-1/e' B5.0 65.0 80.0 90.0 74" 7J' 60.2 60.2 80.0 90.0 (1/215) (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH XO OR OX' DESIGN LOAD CAPACITY - PSF (KO OS OX SIZES) FLANGE DMS. BUCK DMS. sm. MTG. RAD. H.D. MTC. RAIL H.D. MTG. RAIL GUSS TYPES GLASS TYPES GLASS TYPES Th'A7', Wk'B7' 'B' k 'B7' 'N A 'tt' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INL(-) EM.(+) IM.(-) EXT.(+) INT.(-) 55-3/4" 6-15/18 83-1/2" 26' 54-3/4" 7-15/16 82-1/2' 25" 85.0 65.0 80.0 90.0 65.0 65.0 85.0 65.0 80.0 90.0 65.0 65.0 05.0 65.0 80.0 90.0 65.0 65.0 55-3/4" 8-15/16 83-1/2' 38-3/e" 54-3/4" 7-15/16 82-1/2' 37-3/8" 85.0 65.0 80.0 90.0 1 65.0 65.0 65.0 65.0 80.0 90.0 1 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4" 8-15/16 83-1/2" 50-5/8' 54-3/4" 7-15/16 82-1/2" 49-5/8' 65.0 03.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - 65.0 65.0 55-3/4' 8-15/15 83-1/2' 63' 54-3/4" 7-15/18 82-1/2" 62' 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - 65.0 65.0 (1/3Y I (2/3W) G r OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' 46 TTP. BUCK _DIMS _ J 1i' TYP. BUCK DIMS BUCK DIMS s �g o� FLANGE FRAME FOUP� F FLANGE ADAPTOR FRAMF_ FLANGE DIMS- I FLANGE DIMS C o P ' 8c FLANGE ADAPTOR FRAME m EQUAL LEG FRAME m s g 3888 •• ••• • • • • • •• � � • • � � � � � � \```111 i 1 I �� 117T4 -i NOTE: � GLASS CAPAWI FIE9k 411 THIS i,HEET AGE 000 • • • - a E4 E4 BASED ON•FySTM E 00-09•( �SEe. WETS) • • TFOP drawing no. AND FLORA.9UIL G �Of�115,j10 Q • • ORO ,., C W i O- 1 8 STO. MTG RAIL: H.D. MTG. RAIL: DECLARATORY 46TAT NT DCAO C 1 • • ,'��Ai PIAL �55�� sheet 2 of 17 • • • • • • iii 111111 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED aseomP%ln with the Florida B.IUI% Code NOA-No. 17-0918.09 Z m o Expiration Date 09/22/2020 n f z� BY Mlam a uct Control Q s O 10 O `, p aco 8 Q th 4 G LLZ0gga .112w W Q O x f F 46 TTP. BUCK _DIMS _ J 1i' TYP. BUCK DIMS BUCK DIMS s �g o� FLANGE FRAME FOUP� F FLANGE ADAPTOR FRAMF_ FLANGE DIMS- I FLANGE DIMS C o P ' 8c FLANGE ADAPTOR FRAME m EQUAL LEG FRAME m s g 3888 •• ••• • • • • • •• � � • • � � � � � � \```111 i 1 I �� 117T4 -i NOTE: � GLASS CAPAWI FIE9k 411 THIS i,HEET AGE 000 • • • - a E4 E4 BASED ON•FySTM E 00-09•( �SEe. WETS) • • TFOP drawing no. AND FLORA.9UIL G �Of�115,j10 Q • • ORO ,., C W i O- 1 8 STO. MTG RAIL: H.D. MTG. RAIL: DECLARATORY 46TAT NT DCAO C 1 • • ,'��Ai PIAL �55�� sheet 2 of 17 • • • • • • iii 111111 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAM H.D. MTG. RAIL GLASS TYPES GLASS TYPES T& -Al', '9411' 1' A 'B1' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4' 111" 26" 73" 105-1/4" 110' 25' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 85.0 85.0 80.0 90.0 74" 106-1/4' 111' 38-3/e' 73" 105-1/4" 110' 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 55.0 65.0 80.0 90.0 74" 108-1/4" 111' 1 50-5/8" 73"65.0 105-1/4" 110' 49-5/8" 65.0 80.0 2010 65.0 65.0 80.0 90.0 65.0 65.0 80.0 .0 74" 106-1/4" 111' 63" 73" 105-1/4' 110' 62" 65.0 65.0 80.0 .0 61.6 61.6 ..0 .0 ji 60.0 60.0 80.0 .0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. (I /3W) (I Am) 0/3W) HEIGHT WIDTH HEIGHT IXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74• 106-1/4' 111" Nim OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. M. MTG. RAD. H.D. MTG. RAD. H.D. NSC. RAH. CRSS TYPES GLASS TYPES CLASS TYPES 'A'AAI'• 'B'A'Bl' 'B' A 'B1' 'C' 8 'Cl. WIDTH HEIGHT WIDTH HEIGHT IXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74• 106-1/4' 111" 26" 73" 105-1/4" 110" 25' 85.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74' 106-1/4' 111' 38-3/8' 73' 105-1/4" 110" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.D 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74' 106-1/4' 111' 50-5/8" 73" 105-1/4' 110' 49-5/9' 65.0 85.0 80.0 90.0 1 65.0 65.0 - - - - 65.0 63.0 - - - - 65,0 65.0 74" 106-1/4' 111' 63" 73" 105-1/4' 110' 62' 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PRODUCT REVISED as comp)yi'ng with the Florida Building Code NOA-No. 17.0918.09 Expiration Date 09/22/2020 BIf i MiamHD;t roduct Contro Yi' TIP. BUCK DIMS X+' TYp. BUCK DIMS I 1 BUCK DIMS FLANGE FRAME EQUAL LEG FRAME FLANGE D PTOR FRAME �_ FLANGE DIMS _ I I FLANGE DIMS _ I FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME .. ... . . . . . .. • • • • • • • • • `11111111/// tirJ i N .70592 " NOTE: GLASS CAPACR1E20D DM THIS SHEET ARE 000 • • • ' E4 E4 BASED Ot�!}STM ES300-09�( S OUSTS) • • OF �� AND FLORJ ABUIL NG �0 10 •• '' Se' 0, STD. MTG. RAtL: H.D. MTC. RAIL: DECLARAT(iF2Y•STA BENT D AO C-•21? • • •• ''7/ AL�;``�` - • • • • • • r rrnn111`t ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • crowing no. W10-18 (1/2W) (1/2W) c OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' ES E4 D MTG. RAIL, DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) Z ti � BUCK DMS. STD. IATG. RAIL H.D. ]ATG. RAIL GLASS TYPES GLASS TYPES 'A'&'A11, '111,81' '8' & '81' MOTH HEJGHT EXT-(+) INT.(_) EXT.(+) INT.(-) 25-1/2" 36'25' 52-1/8" 730 EXT.(+) 65.0 65.0 80.0 80.0 65.0 65.0 50.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 60.0 80.0 25-1/2" 38- 52-1/8'85.0 73" 37-3/8" 65.0 65.0 80.0 80,0 65.0 85.0 B0.0 80.0 65.0 80.0 80.0 65.0 65.0 80.0 1 80.0 25-1/2" 36' 52-1/8" 73' 49-5/8- 65.0 65.0 80.0 80.0 65-0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36' 52-1/8- 73' 82" 65.0 65.0 BO.O 80.0 65.0 65.0 80.0 ' 80.0 65.0 65.0 80.0 80.0 60.2 60.2 80.0 80.0 (1/2W) (1/2W) c OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' ES E4 D MTG. RAIL, (1/3W) (2/3W) j � G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' DUCK DIME FIN FRAME 4 - E4 H D MTG. RAIL .• • .•.• *a: . • • • . . . . .. NOTE: GLASS CAPAVERIE90 all THIS 46HEET ARE • • • • • • BASED ON•*wTM E300-09• SEE. MUSTS) • • AND FLORJ)A 43UILL�ING �06�115•S101 DECLARATORY46TATGNENT DCAO C ••27� • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED os comphring with the Florida Building CCode NOA,*I*, 17-0918.09 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) Z ti � Expiration DatoO912212020 BUCK DIMS. STD. MTG. RAIL H.D. VTG. RAR, A.D. XTG. RAIL GIASS TYPES CLASS TYPES GL59 TYPES 'A'&'Al', 'B'4'Bl' 'B It 'Bl' 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) V 54-3/4' -15/16 82-1/2' 25' 65.0 65.0 80-0 80.0 85.0 65.0 65.0 65.0 80.0 80-0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 85.0 54-3/4- 7-15/16 82-1/2- 37-3/6" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4- 7-15/16 82-1/2' 49-5/8- 65.0 fi5.0 80.0 80.0 65-0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 54-3/4' -15/16 82-1 '2' 62' .0650 80.0 80.0 b5.0 65.0 - - - - 85.0 85.0 6 - - - - 5.0 65.0 (1/3W) (2/3W) j � G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' DUCK DIME FIN FRAME 4 - E4 H D MTG. RAIL .• • .•.• *a: . • • • . . . . .. NOTE: GLASS CAPAVERIE90 all THIS 46HEET ARE • • • • • • BASED ON•*wTM E300-09• SEE. MUSTS) • • AND FLORJ)A 43UILL�ING �06�115•S101 DECLARATORY46TATGNENT DCAO C ••27� • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED os comphring with the Florida Building CCode NOA,*I*, 17-0918.09 Z ti � Expiration DatoO912212020 O_ k By MIam4-Dad roduct Control I` 2 i Ir a 'L `i i yNW �101� V 0 p E}60m 0 at 9. 0: � n iLZ�m � pJ� IQ W01� F FIN FRAME . 0. OF '.�14 drove ngv 18 no. DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. BAIL H.D. MTG. RAIL GIASS TYPES GLASS TYPES 'k -&'A1', 'B'k'M' 'B• A 'Bl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1/4' 110' 25' 65.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4' 110" 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 1 65.0 65.0 80.0 80.0 7}' 106-1/4' 110' 1 49-5/8' 65.0 85.0 80.0 80.0 85.0 85.0 80.0 80.0 65.0 65.0 80.0 1 80.0 73' 105-1/4-82" 110' 65.0 85.0 80.0 60.0 65.0 65.0 65.0 80.0 MCI 61.6 61.6 80.0 80.0 60.0 60.0 80.0 80.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' E4 STD. MTG, RAIL: BUCK DIMS m FIN FRAME DESIGN ]AAD CAPACITY - PSF (%OX SIZES) Bulldlm� Code BUCK DIMS. STD. MTG, RAH. H.D. MTG. RAH. H.D. M'IG. RAIL GLASS TYPES GLASS TYPES GUM TYPES 'A'8'Al', '8'A'11I' 'B' & 'e:' V k 'Cl' -41 HEIGHT EXT.(+) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' E4 STD. MTG, RAIL: BUCK DIMS m FIN FRAME E2 E4 H.D. MTG. RAIL: (1/4W) (I/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' . ......... . •• ••• •• • • • •• NOTE: GLASS CAPA(WlES•GN THIS JHEET AFS • • • • • • BASED ONWASTM EMOO-09 41[3 SEC# GWSTS) • • AND FLORI f UIL G C�OMfIM-'MOM • • • DECLARATO Y ATFNY'DCAO DCC -:19• • �• • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp)yI with th• Florida DESIGN ]AAD CAPACITY - PSF (%OX SIZES) Bulldlm� Code BUCK DIMS. STD. MTG, RAH. H.D. MTG. RAH. H.D. M'IG. RAIL GLASS TYPES GLASS TYPES GUM TYPES 'A'8'Al', '8'A'11I' 'B' & 'e:' V k 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1/4' 110' 25' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 85.0 80.0 60.0 65.0 6.5.0 65.0 65.0 80.0 80.0 65.0 65.0 73" 105-1/4' 110' 37-3/8' i 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73" 105-1/4' 110- 49-5/8' 65.0 65.0 80.0 80.0 85.0 85.0 - - - - 65.0 85.0 - - - - 65.0 65.0 73' 105-1/4' 110' 62' 65.0 65.0 80.0 80.0 65.0 65.0 - - - 65.0 65.0 - - - - 65.0 65.0 E2 E4 H.D. MTG. RAIL: (1/4W) (I/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' . ......... . •• ••• •• • • • •• NOTE: GLASS CAPA(WlES•GN THIS JHEET AFS • • • • • • BASED ONWASTM EMOO-09 41[3 SEC# GWSTS) • • AND FLORI f UIL G C�OMfIM-'MOM • • • DECLARATO Y ATFNY'DCAO DCC -:19• • �• • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp)yI with th• Florida Bulldlm� Code NOA No. 17.0918.09 Z m Expiration Date 09/2212020 n 0_ i .� By P W m 2 Miaml a roduet Control o O 0 qo N v D DW 0 it O "Stiff Q U) LLzo=mmn Q W 01 F fj C I � n 0 lY C N 30 M w 30-n per.. FIN FRAME m �:'•VGENSF'•:® I h No. 70592 k OF �� drawingo no. W10-18 Il 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS PRODUyCT REVISED {w .n .075' Interlayer .075" Interloyer Bulltling Codswlth the Florida o Saflex CP WithPET Core Saflex CP With PET Core 17-0918.09 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' NOA-No. Z 3 OR OR .090" Interlayer .090" Interloyer 1/8' HEAT STREWO GLASS Expiration Date 09/22!2020 0 F �' Saflex Clear And Color Glasa Sane. Cleor And Color Glass 8 H w t n 6y 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Miami a roduet Control Q 4 5 o OR OR .075" Interloyer 1% O 0 `�,• o u .090' Interlayer .090 Interlayer Saflex CP With PET Core A SentryGlas SentryGlaa By 'Eastman Chemical Co.' By Kuraray America, Inc.' By Kuraray America, Inc.' OR 1% p t OR OR 090" Interlayer 7 N 090" Interlayer090" interlayer SentryGlaa rn en+ T—Hol PV8 TrasifoI PVB By 'Kuraray America, Int.' OWL to By 'Kuraroy America, Inc.' By 'Kurarq America, Inc.' Q' a m e1 1/8' ANN. GLASS r -t/8• HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS w SLICONE I� I SILICONE t SILICONE z e GE 1100 �m GE 1200 ? m /-Dow CGE ORNING 899 Z O s n rn DOW CORNING 699 ur DOW CORNING 899 z O m Q DOW CORNING 995 J _ DOW CORNING 995 \ � M1 i i DOW CORNING 995 \ rs M1 a Z Mm � It • x x � n W EB Ea] E8 C. EB F t+ AT 1/4 POINTS ON LDES ' M7 AT 1/4 POINTS ON LITFS II i M M7 AT 1/4 POINTS ON LRES X M7 W WIDER THAN 36' W WIDER THAN 36' W WIDER TNW 36' I 0 w G oy ATE 'd' CLASS TYPE 'B' GLASS TYPE 'C' I .0 S/76" NOIiNAL LME. GLASS 5/16' NOMINAL LAM. GLASS 5/16' NOMINAL LAM. GLASS I C FcI O m u7 h N 1/8• ANN GLASS 1/8' HEAT STREN'D GLASS 075" Interloyer .075' Interloyer Izi t Z - Saflex CP With PET Core Soflax CP With PET Core bbbbSSSS By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 3 v R OR OR 090' Interlayer 090' Intorioyer /8' HEAT STREN'D GLASS Q Saflex Clear And Color Glass Saflex Clear And Color Glass SY U o 'Eastman Chemical Co.' BByR 'Eastman Chemical Co.' V .075' InterlayerOR Soil- CP With PET Cor. 1/4' AIR SPACE .09n0" Interloyer 1/4' AIR SPACE! Sl�Glas nOryGla rtayer 1/4' AIR SPACE it By 'Eastman Chemical Co.' I In OR By Kdrorcy America, Inc.' ` BOR 'Kurarq Ameriea, Inc.' 090' Interlayer �i I old 1/8' ANN. GLASS OR ` 1/8" HEAT STREN'D OII55 SentryGlas a % ,' 1,nt�yer 1/B" HEAT STREN'D GLASS! 090' lnt�eyn8ger By 'Kuraray America, Inc.' G 'IP By 'Kuraray America, Inc.' \ By 'Kuraray Americo, Inc' 1/8' ANN. GLASS 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS°�- 0 0 SILICONE SILICONE Z SILICONE 'm m 200 GE 1200 i m GE 1CO i m DOWGE CORNING 899 - T ' h DOW CORNING 899 DOW CORNING 899 y DOW CORNING 995 c o o o M1 DOW COHNING 995 \ M1 I, DOW CORNING 995 N O Mt o p Y o S ++ o S S XL EDGE SPACER i �i XL EDGE SPACER XL EDGE SPACER .L ST. STEEL BY 'CARDINAL' I I !i ST. STEEL By •(�RO '• • • • • ST. STEEL BY 'CARDINAL' OR OR 7 • • • OR `11111 tI1fl/j D; O DU0.EAL BY 'WANIX' DURSEL•QUANIX• 9140 • / DURASEAL BY 'QUANEX' ORR5• O • • • OR OR i 7. SUPER SPACE �1 Y : • •• IX • a E9 • • • • SUPER SPACER BY 'QUAN E9 SUPER SPACER 8Y 'QUANIX' IK M'.•'' 1 S"F n W `fiv• _ .. M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POWTS ALL SIZES 7058214 B o ASS TYPE 'Al GLASS TYPE 'BL • • • GI eSG TYPE 'CL" •. �- 0.70' OVERALL INSUL. UM GLASS 0.70' OVERALL INSUL LAM. GLASS • : • ` • • J170' OVEAnINS: SIM. GLASS 6y� drawing no. •• • ••• • • • • P•'"G�� W10-18 INSORDER �TO QUALIFY FOR SMALL MISSILE IMPACT RATING& • • • • • • • • • • • • • ''AAs/ ® Ad- EXTERIOR PLY OF GLASS TYPE 'At-, 'B1' & 'C1' MUST BE •EMPERE&. • • • ATUnLlljl sheet 4 of 11 ••• • • • • ••• • • ••• • • • ••• i • ce wl EDGE ' TYPICAL ANCHORS v. 1 B SEE ELEV. WOOD BUCK FOR SPACING FLANGE & FLANGE ADAPTOR FRAME U______ l �r__ ______ ______� I MIAMI -DADS COUNTY APPROVED I jl MULLION & MUWON ANCHORS I I I D = I� SEE SEPARATE NOA �I N � IST � I j EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. " -i :SEE •�� LnTRA.CON BY..•F (Mtn XS. %=155 K9) ir 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) .. �THRU 1 BY BUCKS INT#)' O C. OR BLOCKS 1-1/4",MIN. EMBED INTO CONCRETE (HEAD /SILL/JAJ.fEfS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOG4(S 1-1/4' MIN. EMBED MTO CONCRETE (HEAD/S1U,/JAi) ltB8i3 Q,«Sf'dC S,.(JAAi8S) 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) PRODUCT REVISED STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) ■s eompMng with thr Florlda Building Code log .DA -No. 17-0918.09,., Ejp t_ INTO • AND MY = 2' 1 2' MIN. Com,<<.�.. e INTO WOOD STRUCTURE = 1 MIN. Mfiaml •Pro uct ontro ce wl EDGE ' TYPICAL ANCHORS v. 1 B SEE ELEV. WOOD BUCK FOR SPACING FLANGE & FLANGE ADAPTOR FRAME U______ l �r__ ______ ______� I MIAMI -DADS COUNTY APPROVED I jl MULLION & MUWON ANCHORS I I I D = I� SEE SEPARATE NOA �I N � IST � I j EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. " -i :SEE •�� LnTRA.CON BY..•F (Mtn XS. %=155 K9) ir 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) .. �THRU 1 BY BUCKS INT#)' O C. OR BLOCKS 1-1/4",MIN. EMBED INTO CONCRETE (HEAD /SILL/JAJ.fEfS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOG4(S 1-1/4' MIN. EMBED MTO CONCRETE (HEAD/S1U,/JAi) ltB8i3 Q,«Sf'dC S,.(JAAi8S) • *WElPHGoLEVb: • • ••:Wt:=:1/4*r Y•1 -•i1/2' WEEP SLOT AT 4-1/8' FROM EACH • • • •ENOWATH PtNSTIC COVER • • •W2 s•1 /a' y 1/.Ri WEEP SLOT AT 3-1/8" FROM EACH END W3 = 1/8" X 1/2' WEEP SLOT AT 3-1/8" FROM EACH END • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • pVOENSe'• D OF �� drOwmg`no. W10-18 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) PRODUCT REVISED STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) ■s eompMng with thr Florlda Building Code (STEEL IN CONTACT WITH ALUM.NUM TO BE PLATED DR PNNIED) .DA -No. 17-0918.09,., Ejp Expimtion Date 09/22/2020 INTO • AND MY = 2' 1 2' MIN. Com,<<.�.. e INTO WOOD STRUCTURE = 1 MIN. Mfiaml •Pro uct ontro INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I- - 2000 PSI MIN. • *WElPHGoLEVb: • • ••:Wt:=:1/4*r Y•1 -•i1/2' WEEP SLOT AT 4-1/8' FROM EACH • • • •ENOWATH PtNSTIC COVER • • •W2 s•1 /a' y 1/.Ri WEEP SLOT AT 3-1/8" FROM EACH END W3 = 1/8" X 1/2' WEEP SLOT AT 3-1/8" FROM EACH END • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • pVOENSe'• D OF �� drOwmg`no. W10-18 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING av 1 1�4" a MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING WIDTH O �9,7 O -ta••-SCREENS OPTIONAL •-�-�� c� iBY U WOOD BUCKS XOX IAy�YOUT MIAMI -RADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH BUCK WI rte' -1 I I I I I I I II _TYPICAL ANCHORS SEE ELEV. FOR SPACING O }- SCREENS OPTIONAL O XO LAYOUT IN EXTERIOR FLANGE 1/4" MAX. SHIMS t/2 wo K2w00D TUR TYPICAL ANCHORS J SEE ELEV. -Ltu FOR SPACING • • OALTERNATE FLANGE ADAPTOR FRAME • SWEEP LOCK 0. ^ CIN` t OPDONAL TO - U SPRING LOCK c FLANGE ADAPTOR FRAME 1/4- -Ltu n 0 Q • • z O Z g Q FLANGE ADAPTOR FRAME • 1/2" TYP. 0. ^ CIN` O yN1 U CSC O fid Jm Z ,t poap • • • a a ya G • • • • • • 2 II. Z N n •• • • O •• •• ••• U • • ••• E3 �a $� O0 0 w x 0 N c O F -N a n R 0 n d - Z- 1/4" MAX. SHIMS G TYPICAL ANCHORS SEE ELEV. FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5 e ,. v . AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. d 8 0 8 • ' � � • • • • ,` Jam... !�'',, ;, , _ - - '•' • • • ` gyp:•' uct:nSF •• PRODUCT REVISED 7 as complylny with the Florida•,i I igy Building Bods _ -� _ 8 Y EXTERIOR j IN 00% 'C' • boa No. 17-0818.09 • • • • • • E:plratlon Date 09/22/2020 OF r <[/� drawing no. D.L. GRF • • :,a ,. :` • • - RIDP.•�',°[�y? W O— B • • • • • • s .-;•.••:.• • • • 1mam d ue antral A� • • • • Affflllil,L 4sheet 6 of 1 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TORS EQUAL LEG FRAME -------------------- 'r— --- ------------�j II MIAMI -DARE COUNTY APPROVED II I MULLION & MUWON ANCHORS �I SEE SEPARATE NOA EDGE II IS 0, III 1 4--- -P FOR ' EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 2 3/B' MIN. 2-3/r._� N \`� WHEN USED THE MIF. WOOD BUCK DEPTH SHALL BE 06". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMFTTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING i• ••• • •�_ • • I •• � j U � as computing with Hie Florida ZBuilding de i �q .� IdoA-No. 17-0918.09 a Expiration onto 09/22/2020 0 •• a.: �;* �:• I ..T``WICCAb • • • • • E AANCHORS • 1 • •�EE •SP^WNG • i 0 n -0 3 a cz�l. Ecce Dli. • • • MIAMI -DARE COUNTY MUWON ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J�A J E •r. '•'� i 0592, $ OF dfOW1r190 00. W10 1811 3 n PRODUCT REVISED � j U � as computing with Hie Florida ZBuilding de i �q .� IdoA-No. 17-0918.09 a Expiration onto 09/22/2020 0 IXW miarn- a roduct Control s p N p t` w C'4 2 0 n -0 3 a cz�l. MIAMI -DARE COUNTY MUWON o .^., APPROVED & MULUON ANCHORS SEE SEPARATE NOA N U J�A J E •r. '•'� i 0592, $ OF dfOW1r190 00. W10 1811 ILLUSTP-- mic nNlr EKT. 01 NOT BY HOUSE V NOT BY HOUSE N NOT BY 1 TYPICAL ANCHORS FOR SPACING TYPICAL ANCHORS' SEE ELEV. FOR SPACING N8 SMS (Fu - 74 KSI MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD FIN FRAME �V+V PRODUCT REVISED q esCom V with the Florida Building Cod• Q 2 N NOA-No. 17-0918.09 Expiration Cate 09/22/2020 IL C O BY O Miama oduc Control v ri a OE o aco.+ p& 0 9 1WH ,ga Y.ZN�m Qb0Eg N j � N 0 h O f7 � v OOD STRUCTURE 1/4" MAX. BUCK WIDTH 1/4" MAX' V U DT BY CGIGAP GAP C = N 1/2" MIN. 1/2" MIN. W uF'i A N M O h] 3 N C Z -j E2 � � � •' 1 BPCKBED CAU KING f o I u -WIe it G i - - -SCREENS HOUSE WRAP E6 � v NOT BY CGI EXTERIOR •�Io3� • • • • • • • • • �t,„1llllirr7i • • • • • • • • • •' VOEN • • • • • • • TE OF :�� dfawing no. —18 • • •• • • • • • •• ��/rr/11�6i11�` sheet 8 of11 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,U PRODUCT REVISED as comp)ying with the Florida o Building Codi NOA-No. 17-0918.09 Z Expiration Date 09/22/2020 f h i tt By U Mlami-0adey duct Control O� R �. U Wn ao� D ppyr �CKM S Q IL O aqp O'IrR d HO • Q W j LL yj Q W Am C N N Oul �I m - No C 4 O n 3 N� n n U 3 $ r- - Z � 3 O _ o _Omr U O 4 w 6 C ma�gg a • e - m 0 0 o m 5 0 asgo • Lo 0W \``77111111////// i • �P.••., • • • • • e • OF �� drawing v no. ••• :• i •e• •e• ••/llf1�1111`�N\ sheet 9 of 11 �ITF.M PART � QU4�T[1Y DFSCRIPTION MATERIAL MANF./BTIPPLIER/RSMARILS E1 CGI-100 - FRAME JAMB O FIXED GLASS 6063-TB CGI EXTRUDER F2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER E3 CCI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER E4 CGI-103 - MEETING RAIL 6063-T6 CGI EXTRUDER FS CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER E6 CGI-105 - HANDLE RAIL 6063-T6 CCI EXTRUDER E7 CGI-108 - SASH RAIL 6063-T6 CGI EXTRUDER E8 CGI-107 - 5/16' GLAZING BEAD 6063-T5 CGI EXTRl1OER E9 CGI-108 - OJ00' GLAZING BEAD 6063-T5 CGI EXTRUDER E10 Col- 109 FRONT il,WGE ADAPTOR 8063-T8 CGI EXTRUDER E71 CGI-110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER E12 CGI-135 - TF FRAME JAMB O FIXED GLASS 6063-78 CGI EXTRUDER EIS CGI-136 - TF FRAME HEAD 6063-Te CGI EXTRUDER E74 CGI-139 TF FRAME JAMB 6083-T6 CGI EXTRUDER E15 CGI-140 - 1' MUNTIN 6063-T5 CGI EXTRUDER E18 CGI-141 - 2.5" MULLION 6063-T6 CGI EXTRUDER E77 CGI-805 - SCREEN FRAME 6083-TS CGI EXTRUDER E18 CGI- 114 - SILL SNAP IN 6063-76 CGI EXTRUDER E19 CC[- 115 SILL FILLER 6063-76 CGI EXTRUDER E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI-177 - HD LOCK RAIL. 6083-T6 CGI EXTRUDER E22 GI-13B - TF FRAME SILL 6063-T6 CGI EXTRUDER E23 CCI-109 - FRONT FLANGE ADAPTOR 8083-T6 CGI EXTRUDER N1 CQ-382V GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 SCREW COVER (OPTIONAL) PVC - M3 CGI-112 3' O ANCHORS EQUAL LEG COVER/SHIM PVC - M4 0.700' X 0.040" BEAD C,'E7200 SILiR ICONE SILICONE GE M5 - 0.700' X 0.040' BEAD DOW 995 SILICONE DOW M6 - 0.700' X 0.040' BEAD DOW 899 SILICONE DOW M7 - 2/ LfiE SETTING BLOCK EPOM DUROMETER BOf5 SHORE A MB - - PR07ECT0 WRAP WATERPROOFING OR EQUIV. - - M9 684 - ROLLER TRACK PVC _ M10 CGI-12B 2PER SASH ROLLER HOUSING NYLON - M17 W23201NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. M72 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M73 CGI-131 2PER SASH HANDLE RAL ENO CAP NYLON M&M M14 391-N 1 PER SASH ANTILIFT BLOCK NYLON M&M MI5 OPTIONAL RETICULATED FOAM 30 PPI _ - - M18 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. Mt7 A30730407-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. M78 CGI-732 2PER W0. 2' SASH STOP PVC PROTOTYPE M79 CGI-717 o FR. HEAD SCREW COVER PVC PROTOTYPE M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M M22 VARIES HI-PLO WEEP COVERS PVC AIAESBURY OR EOUIV S2 - 2 OR 3 PER CORNER i 10 X 1 7/4" I.G. PHIL. PH. SMS. ST/ST. ASSEMBLY SCREW - - 53 - t t/4' EMBED. } e X 1 1/2' LC. PHL PH. SMS. FIN ANCHOR SCREW • - • •- • • • • • • 54 - 4 PER WD. 8 X 7/z' PH. SMS. ST/ST BALANCE BRACKET SCREW _ -00 • • • • • 55 2 PER WD. } 8 X 1' LC. FH. SMS. Sf/ST. SPIRAL B. ASSFlJ8L7 - •- S6 6 X 1/2" LG. FH. SNS. OCGI-133 h CAM LOCK • • N • _• • • • • • 58 - 4 •M. RAIL / 10 X 4' LG. PHIL. PH. SMS. Si/ST. ASSEMBLY MEETING RAIL - - 59 2PER ANitUFT } 10 X 5/8' LG. PHIL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PH. SATS. ST/ST. ANIIUFT SCREW - - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 015 II` I j� I .705 .050 NP. .705 .050 TtP. FI• ^� .Y Z o 2.846 2.101 065 1.301 NP. 7.807 065 1.301 NP. 1.220 1.007 I 1.550 1.680 I .884 .Bfi4 }_ i O F• h z 1.155 -•� 2.348 1.155 .050 O 5/16" GLAZING BEAD O .700° GLAZING BEAD 1.395 1449 G e a N CC ° o .065 • E73 FLANGE II 1.015 V-- FRAME HEAD O FLUSH I 1.015 b- FRAME HEAD 7.368 .7a5 E4 MEETING RAIL Eit NAIL FIN ADAPTER f^1.3s3--{ I 180 29,7 1.498 .050T .060 I I� .065 I• ---1.413--I 22647.255 M3 FLUSH FRAME COVER O SCREW COVER 0 Oi h 00° 4y Cc, �q � w y J C Q m f 1.015 � 1. f 40 1.015 I� 1.140 1.788 065 NP. F 1.0151.220 O .060 4.430 3.685 NP. 2.885 3.930 3.185 .065 TYR 2.88.5 1.043 ES LOCK RAIL 1w. `14 SILL FILLER _ a i 0 W 7.788 F1.450 .180 � � F p p = cV 2.440 h-- 2.440 .SSL .050 Ln » N E22 FLANGE FRAME SILL O FLUSH FRAME SILL 1.015 065 1YP_ 2.310 1.2I20 B^ Q M rn 2.737 2.737 J Fs3 FLANGE ADAPTOR �� N � o � V 1.043 T- 065 TIP.• 065 �1 ALT. LOCK RAIL 1.892.065 2.505 2.613 2.505 2.613 TYR 2.195 PRODUCT REVISED as eomplying with the Florida Building CCodde3.237 wpn-No. 17-0818.08FLANGE e e m i c € F' u g 1.000 991 .500 .991 2.737 1.015 F�F Expiration Bate Y22/2020 FRAME JAMB (MOVING) FLUSH FRAME JAMB (MOVING) By Miami -Da o uct control w o 1.043 --{ .811 .811 HANDLE RAIL • • • • • • • ° c W " " 1.025 • 13957457.745 2.505 .085 TYP. 65T7P.015Fi 1. 2.505112.5 • • • • • • • \1111111 f11 /)/7/, 1.015 • • • •. • • • • • '• R1p1.,. •'`� w 10 12 FLANGE FRAME JAMB (FIXED) E7 FLUSH FRAME JAMB (FlXED) • • : • O SASH RAIL• • • • • • : • • : �''� j®�A1' 1�7�`� 7 1 �-T� sheet 10 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Fbj ropZBQrLD Q0RNE3S • • • • • • • • • •fflrE:lQjQ,,CCR E8 1 •• ••• • • ••• ••• •• • ••• • • • • • • • • • • • • • • • • • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED " Cornpiyin with the Florida BundMil Cod• NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Mia.z '� uC! Control 70582 w i drawing no. W10-18