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WS-18-647 Inspection Worksheet Miami Shores Village x 10050'N.E.2nd Avenue Miami Shores, FL , Phone: (305j796-2204 Fax:(305)756-8972 Inspection Number: INSP-362362 PermitNumber: WS-3-18-647 Scheduled Inspection Date: April 27,2018 Permit Type: Windows/Shutters Inspector: K(xnnw AA-/Qy tz Inspection Type: Final Owner: ENTIN, BRIAN Work Classification: Door Replacement Job Address:511 NE 101 Street f Miami Shores,FL 33138 Phone Number (954)224-5158 Parcel Number 1132060171090 Project: <NONE> i Contractor: PRESTIGE WINDOWS&DOORS Phone:`(305)820-5999 Building Department Comments REPLACING 2 DOORS TO IMPACT Infractlo Passed comments INSPECTOR COMMENTS False ! Ar ! f A 1 .. _. . Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-299198. OWNER SAID HE HAS TO LEAVE CONTRACTOR ON SITE 1226 Failed Correction , Needed Re-Inspection (— Fee f J No Additional Inspections can be scheduled until re-inspection fee is paid. i t April 26,2018 For Inspections please call: (305)762-4949 Page 18 of 28 ! r , r ' Permit NO. WS-3-18-647 Miami Shores Village Permit Type:Windows/Shutters e 10050 . .2ndvenue NE F NEAPer Work Classifrcator►:Door Replacement ' Miami Shores,FL 3313&0000 Permit Status:APPROVED Phone: (305)795-2204 fi<ORIDp issueoate:_3113/2018 Expiration: 09/09/2018 Project Address Parcel Number Applicant i 511 NE 101 Street 1132060171090 Miami Shores, FL 33138- Block: Lot: WALTER HUNTER NEW Owner Information Address Phone Cell BRIAN ENTIN 511 NE 101 Street (954)224-5158 MIAMI SHORES FL 33138- 511 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 6,222.10 PRESTIGE WINDOWS&DOORS (305)820-5999 .._......_ . .... __ _,. _ �._. Total Sq Feet: 2152 Type of Work:REPLACING 2 DOORS TO IMPACT Available Inspections: No of Openings:2 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building p I Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 DBPR Fee Invoice# WS-3-18-66765 $2.00 03/13/2018 Check#:4041 $97.20 $50.00 DCA Fee $2.00 Education Surcharge $1.40 03/13/2018 Check#:4040 $50.00 $0.00 Permit Fee $120.00 Scanning Fee $12.00 Technology Fee $5.60 Total: $147.20 1 I 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 sume responsibility for all work done by either myself, my agent, servants, or employes. I understand that'separate permits are required for ELECTRICA PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNER A� IDA I 41rt tha0allthtforegoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru n an z ih mororize theabove-named contractor to do the work stated. IkJt 11A March 13, 2018 AVtfiorized Signatur :Own r / Applicant / Contractor / Agent Date Building Department Copy March 13,2018 1 Miami Shores Village M R i s 018 Building Department sY 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �T FBC 20 BUILDING master Permit No. 'rnls (9 -(b PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [--IMECHANICAL [:]PUBLICWORKS [] CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 5 1n 11 NF, 5 U q 9T City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1 — O Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): /Ct� r IT Iy GW Phone#: cIST�aLf 51519 Address: 511 WE, j d 1 57 City: m mm l 56r-es State: Zip: Tenant/Lessee Name: Phone#: r Email:__�'J►'fGrlf'►lti1 ,�rnaw •Cu�r1 CONTRACTOR:Company Name: Tkes+►qQ, WII)J6 ,s & UU&S Phone#: 36,5- g9 �b K W 4GI ST Address: i City: I q i State' F l06c�-- q Zip: 33a4 4 p i Qualifier Name: Ci IYIcL G"7.7-0 Phone#:': 005 T State Certification or Registration M CeC (a S 6%-i Certificate of Competency#: z l DESIGNER:Architect/Engineer: CNIn-"dna e xpns Phone#: qc-f�� 3 4o(oG(7 Address:'W S-1U 12 Ave gwl4e I" City: DRP! �d Ele State:� Zip: ��_. � Value of Work for this Permit:$ �i •� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: f I�Cac;,11`1 GLM 5 `b I MP61 I i i Specify color of color thru tile: j Submittal Fee$ w Permit Fee$ CCF$ CO/Cc$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ "— Technology Fee$ Training/Education Fee$ Double Fee$ i Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) a Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence a u h posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature:� — Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was"acknowledged before me this I, 16 day of o r(M 20 �$ by day of_MGr)v\ 20 'I S by Cd r �) ,who is personally known to Cr�Y1C1 SCgTU-22,1 ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oa NOTARY PUAIC. NOTARY PUBLIC: Sign: Sign: Prin : Print: Seal: y4 °44f Notary Public State of Florida Seal: yp'�R`.° Notary Public S Florida Jessica Gonzalez Jessica Gonzalez My Commission GG 107252c My Commission GG 107252 or n Expires 05/23/2021 or Expires 05/23/2021 I ` APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 1/24/2018 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAI^bER Summary Report Generated On: 1/24/2018 Property Information 1 Folio: 11-3206-017-1090 • " u Property Address: 511 NE 101 ST -� Miami Shores, FL 33138-2450 rj Owner BRIAN J ENTIN WALTER H NEW _ Mailing Address 511 NE 101 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1200 SGL FAMILY-2501-2800 SQ ; Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths I Half 2/2/0 Floors 1 - Living Units 1 Actual Area 2,152 Sq.Ft a Living Area 1,535 Sq.Ft Adjusted Area 1,833 Sq.Ft Taxable Value Information Lot Size 5,750 Sq.Ft 2017 2016 2015 Year Built 1956 County Assessment Information Exemption Value $50,000 $0 $0 Year 2017 2016 2015 Taxable Value 1 $312,963 $272,540 $266,651 Land Value $172,569 $143,808 $138,150 School Board Building Value $189,239 $127,577 $127,577 Exemption Value $25,000 $0 $0 XF Value $1,155 $1,155 $924 Taxable Value $337,963 $272,540 $266,651 City Market Value $362,963 $272,540 $266,651 Exemption Value $50,000 $0 $0 Assessed Value $362,963 $272,540 $266,651 Taxable Value 1 $312,963 $272,540 $266,651 Benefits Information Regional Exemption Value $50,000 $0 $0 Benefit Type 2017 2016 2015 Homestead Exemption Taxable Value $312,963 $272,540 $266,651 $25,000 Second Homestead Exemption 1 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous OR Book- Board,City, Regional). Sale Price Page Qualification Description Short Legal Description 04/15/2016 $492,500 30040-1273 Qual by exam of deed 6 53 42 12/27/2013 $257,000 28999-2791 Financial inst or"In Lieu of Forclosure" MIAMI SHORES SEC 4 AMD PB 15-14 stated LOT 15 BLK 94 04/26/2013 $250,000 28655-1324 Financial inst or"In Lieu of Forclosure" LOT SIZE 50.000 X 115 stated OR 21020-1691 01 2003 1 01/01/2003 $205,000 21020-1691 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: t . Miami shoresVillage0 Building Department 10050 N.E.2nd Avenue W ; Miami Shores, Florida 33138 � Tes,N$°~ Tel: (305)795.2204 tOR11)� Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress i inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: ��'VCLz�o Qualifier wner Si Date Print Name 4 a r t 4 Job Description: 4 Replacing Doors _ To Impact 2 Openings 1. Single French. ' Door 37" x 80.5" - 80/80 - NOA 17-1226.05 2. Single French Door 33" x 80" 80/80 Entry 1. NOA 17-1226.05 Walter New Dining Room ` 511 NE 101 ST Miami Shores,TFL 33138 3> 2 • •• • • • • •.• • ]!} r.(livarni SIiOCBS Village • • • • • • • • • • 3[P,1 -1 11EDI 8Y DATE •000 G DEPT . % .. 3 LD G DEPT •.• • • • • ••• • • ";I If 3,11 C I-1T)t;OfVlf'I IANGF WITH AI_L F-DERAL • •• •• • • • .• .• /�I Alll)C.0w!FY I�III_FS AND RFGUI-ATIONS 01/09/2018-12:09pm intern1 VAProjects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b FBC WIND CHART.dwg 6th,EDITION FLORIDA BUILDING- CODE (2017) ASCE 7-10 WIND VELOCITY= 175 MPH MRH <_60' ASD DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd-0.85 MRH=MEAN ROOF HEIGHT INTERIOR ZONE*PRESSURES 1 EXTERIOR ZONES PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN (SEE BELOW) INSTRUCTION_S_F_O_R_TA_BLE USE: 2 Mean DESIGN PRESSURES(PSF)-ZONE 4 - Mean DESIGN PRESSURES(PSF)-ZO E 5 4 1. IDENTIFY THE ZONE OF THE OPENING RIOR'(ZONE 4)OR EXTERIOR(ZONE S)PER THE Roof Tributary Area(Sq Ft __ f Tributary Area(Sq Ft) �E BELOW LEFT OR INFOR ION-P VIDED Y- THERS. 1.1. ANY QUESTIONABLE10 __rv�.L�TO BECONSID D THE MORE CRITICAL(EXTERIOR)ZONE Height 10 20 30 40! [5`' yeight 10 20 30 40 50 5• (1 2. IDENTIFY THE BUILDING MEA VERA F T FROM THE LOWEST GROUND ELEVATION.IF 0-15 ft 43.4 41.6 40.6 -39.8 r 53.6 -50.0 -47.9 -46.4 -45.2 MEAN ROOF HEIGHT CANNQT E. FIED,I FTT ��PEAK(HIGHEST)ROOF HEIGHT. �- �L5 ft 2.1. ALWAYS ROUND UP,RO F HEIG 3�T0 NEXT�FTIA@LE VALUE. +40.1 +38.2" 37.2 +36. 3 .9+ +40.1 +38.2 +37.2 +36.4 +35.9 2. VALID FOR ALL ROOF`S` E5.FOR SLO''P%%,,E CA0,j EE AN ENGINEER FOR REDUCTIONS. i 3. CALCULATE THE TRIBUTARY"AREA --- `OPEE INTQU 5TION AS THE GREATER OF(HEIGHT 18 ft 45.1 3 42.2 41.4 40.8a Y" 18 ft 55.7 52.0 49.8 48.2 47.0 XTH)OR THE SPAN LENGTH(HEIGH -*_*A,' E•IVE WIDTH OF 1/3 THE HEIGHT(HEIGHT z/3). +41.6 +39.7 +38.6 +37.9 +37.3 -'�'" +41.6 +39.7 +38.6 +37.9 +37.3 3.1. USE THE AREA BETWEEN STRUCTURA'OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. 20 ft -46.2 -44.2 -43.1 -42.3 -41.7 2O ft -57.0 -53.1 -50.9 -49.3 -48.1 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST +42.6 +40.6 +39.5 +38.7 +38.1 +42.6 +40.6 +39.5 +38.7 +38.1 3(10 SQUARE FEET)SHALL BE USED. .3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER -48.4 -46.4 -45.2 -44.4 -43.7 -59.7 -55.7 -53.3 -51.7 -50.4 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 25 ft 25 ft 4�READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY +44.6 +42.6 +41.4 +40.6 +39.9 +44.6 +42.6 +41.4 +40.6 +39.9 IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF -50.3 -48.2 -47.0 -46.1 -45.4 -62.1 -57.9 -55.4 -53.7 -,52-.4- 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30 ft +46.3 +44.3 +43.0 +42.2 +41.5 30 ft +46.3 +44.3 +43.0 42.2' 1.5 ENERAL NOTES: -51.9 -49.8 -48.5 -47.6 -46.9 -64.1 -59.8 -57.3 -n /TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft 35 ft i__ SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +47.9 +45.7 +44.5 +43.6 +42.9 +47.9 +45.7 +44.5 + . --+42t /2. DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. 'WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 40 ft -53.4 -51.2 -49.9 -49.0 -48.3 40 ft -65.9 -61.5 -58.9 : 6 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS +49.2 +47.0 +45.7 +44.8 +44.1 +49.2 +47.0 +45.7 44. ;; .1' THAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. -54.8 -52.5 -51.1 -50.2 -49.5 -67.6 -63.0 -60.4 -58.5 - - 4•INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft 45 ft 5. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. +50.5 +48.2 +46.9 +45.9 +45.2 +50.5 +48.2 +46.9 +45.9 +45.2 HVHZ=HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. -56.0 -53.7 -52.3 -51.3 50.6 -69.1 -64.4 -61.7 -59.8 -58.3 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 55 ft -57.1 -54.7 -53.4 -52.4 -51.6 55 ft -70.5 -65.8 -63.0 -61.0 -59.5 9• THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE +52.7 +50.3 +48.9 +47.9 +47.1 +52.7 +50.3 +48.9 +47.9 +47.1 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS�E�ED-HEREIN. -58.2 -55.8 -54.3 53.3___=52: - 71.8 -67.0 -64.1 -62.1 -60.6 10. THIS SPECIFICATION DOES NOT FFER ANY PRODl7C7`hPRR VED CERTIFICATION. REFER TO ANY SEPARATELY 60 ft +53.6 +$1.2 +49.8 +48. it +53.6 +51.2 +49.8 +48.8 +48.0 SUBMITTED TEST CRITERIA AND OTH LSl'OR DESIGA I ALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IST B'VE -, Y- ERSY .ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT R ECTIO", �L�1� ANCES. r 12. NO CERTIFICATION IS OFFERED�O _ "EGRII''%F E HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED ERM ADDITI NA ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE 4 EXTERIOR ZO K- E GHT EXPLAINED LEAST HORIZONTAL m m z=0.0 0-m m DIMENSION m D G1 m O A m'"m 0 a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF M N ROOF r m v n m -1;; 4 x-n PEAK ROOF zmozC3 pZ-I^+ HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 5 =m v O O 3 IH==m ,aim m X 11 HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. p O D a z 9�m>C z w (n z CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN O Lnm r z i m r-A D rn a r V O � 2) REQUIRED. ROOF 2 5 4 Wo z(nv a z m in 0 z 1 m -1 3 MEAN EAVE HEIGHT m p 0 Ll rA A-♦3 D 0 O N l7 a a ROOF ROOF -qrn_nDYZ0_0ymzAi'^ -n 0 D rz 5 ® HEIGHT •• • .•_• :• ••••• • • ••• D0 4" 1 H�IGPIT (n c m 01( mW 0 1--1 X_ 5 oLn>M' ncD ••• ••• •® • a PLAN VIEW\ ® G>z=m(A0�LACIn m � m Ill �_/ a �j �� _ COMPLEX \� oT m �n m a-4 zm r Z Ln -n z r �AISOMETRIC CORNERS �° -ELEVATION aa 0 e REMARKS DRWW CHKD DATE ��K•EI3IION FLORIDA BUILDING CODE - ENG�NEER�NG `" o mD O = INIT ISSUE • GSS TS /OS/1 • A - i REV-ADJUSTED HEIGHT% GSS TSB M9/12 O f L OA m z REV 2014 FBC DGM TSB 06/10/15 ••• • 2017 EXPRESS z O a \ ? A �• (� 2 UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPTER 30 ��aPORA*E OFF=E= z am N z FS m 1. • • ••• • 160 SW 12th AVENUE, SUITE 106 ; > - `0z •• DESIGN LOADS FOR COMPONENTS&CLADDING fn VP • • • • DEERFIELD BEACH, FL 33442 0 m _! a 6i THIS DOCUMENT IS THE PROPERTI•bF EN EEj21NG XP Ss� • • • MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 p 0 I t 0 vAND SHALL NOT BE REPRODUCED WHO p UTL( • • *_0_90 CERT OF AUTH#9885 m- Q p m WRITTEN CONSENT OF ENGINEIXP AL* TI S ••• • • 1 ~ 5 O ADDITIONS,OR OTHER MARKIN TO HIS DOCUMENT ARE NOT ASCE 7 1 O E:HELLO@ENGINEERINGEXPRESS.COM p z m= IM-� PERMITTED AND INVALIDATE OUR CERTIFICATION, E N G I N E E RI N G E X P RE S S.CO M T� w m M DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv 3 CGI Windows&Doors,Inc. 10100 N.W.25t1 Street Miami,Fl.33172 SCOPE: This NOA is being issued under th6 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. j This"product is approved as described herein,and has been designed to comply with the Florida Building Code, 1 including the High Velocity Hurricane Zone. DESCRIPTION: Series"160 Sentinel'Aluminum Outswing Glazed Doors w/wo Sidelites-LMI i APPROVAL DOCUMENT: Drawing No.W13-01 Rev F,titled"Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1,prepared by Al-Farooq Corporation,dated 01/03/13 and last revised on 02/13/1.8,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT]RATING:Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 ,single sidelite in sheet 3 and door mullion in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. 0000• 0 0000 0900.0 RENEWAL of this NOA shall be.considered after a renewal application has been filed anael9erahas bean no•change 9 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 endtgeq1t;nt of py*Mduct,..... for sales,advertising or any other purposes shall automatically terminate this NOA.Failure w rwply with any 90:0*0 section of this NOA shall be cause for termination and removal of NOA. 0 • .. .. .. _.. 000000 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, FVrW,sand follo*ed by the expiration date may be displayed in advertising literature. ,If any portion-'of the NOA is displayed, &sa J shall be*0 done in its entirety. 0.00 00 0 :0000: INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises and renews# 14-1015.04 and consists of this page 1 and evidence pages E-1,E-2&E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. E NOA No. 17-1226.05 MIAMMADE COUNTY ....0 , , Expiration Date: August 08,2023 bL(i b f 2v h Approval Date: February 22,2018' Page 1 CGI Windows & Doors,•Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. i B. TESTS (submitted under file#13-0226.06) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202=94 3) Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF, sill S-I only) 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by American test Lab of South Florida,Inc., Test Report No.ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem,P.E. 2. 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 a• Along with manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC(sample#3) dated 04/16/2015, signed and sealed by Ramesh Patel,RE � C: CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(stn . Edition),prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTMS-1300-02, -04 and-2009. •••• . . .... ...... D. QUALITY ASSURANCE • . . 1. Miami Dade Department of Regulatory and Economic Resources(I�;F$j •• ••••• E. MATERIAL CERTIFICATIONS •••• .... . ..... 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNembU lI& Co.,.1nG fbr their'00 "'• "DuPont Sentry Glass ®Interlayer", expiring on 01/14/17. •• •• • 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical CarrYp$ny(M.. )former ....:. Solutia Inc. for "Saflex clear&color glass interlayer",expiring on©5/21►/j 6. • see • 3. Notice of Acceptance No:12-1231.08 issued to Eastman Chemical C6fnpanyWj fd=er ' Solutia Inc. for "Saflex CP-Saflex& Saflex HP composite interlayer w/PET core',� expiring on 12/11/18. i Pr.LJorge M.Plasencia,P.E. _',Control Unit Supervisor NOA No 17-1226.05 Expiration Date:August 08,2023 `., Approval Date: February 22,2018 i E-1 i t CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises# 13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14 &# 12-0553,dated 04/25/12 approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-01 Rev F,titled"Series Sentinel 160 Alum Outswing Door(L.M.I./S.M.I.)", sheets'l thru of 13 of 13, inclusive sheet 1.1,prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 4 1. Anchor verification calculations and structural analysis, complying with FBC 61 Edition (2017),prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by-J%MV Ahmad,P.E. •••• •••••• 2. Glazing complies w/ASTME-13 00-09. �• • D. QUALITY ASSURANCE ••• •• 1. Miami Dade Department of Regulatory and Economic Resources (RERj!•• '•••• ". . . 2ge M.Plasencia,P.E. 1-1 Produet Control Unit Supervisor NOA No 17-1226.05 Expiration Date:August 08,2023 " Approval Date: February 22,2018 E-2 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their"Sentry • Glas®(Clear and White)Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company'(MA) for their "Saflex Clear& Color glass Interlayers", expiring on 05/21/2 1. 0 6 0 0 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Eor pany(94A�Oor their..... "Saflex CP-Saflex& Saflex BP Composite Glass Interlayers w/PET Core txpiring on •; 12/11/18. 66 6. 6609.41 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., fur.for their"Trpsifolq•••• Ultraclear,Clear,and Color PVB Glass Interlayers",expiring on47/08/19.:""' .. .. F. STATEMENTS .. .. 6666.. 1. Statement letter of conformance to FBC 61h Edition (2017) and of j;*9jncial jnte�est 6 • prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Java46AhMad, PX. • . . 6666.. G. OTHER 1. This NOA revises NOA#14-1015.04, expiring on 08/08/18. 2. Test proposal#16-0947, dated 07/26/16, approved by RER. I s Y Y r t orge M.Plasencia,P.E. Product Control Unit Supervisor NOA No 17-1226.05 Expiration Date:August 08,2023 Approval Date: February 22,2018 E-3 y,.V " U ro ' 3/16-ANN.GLASS 3/16•HEAT STREN'D GLASS ro Z A 3 - .075"Sonex CP With PET core 075•Sonsx CP With PET Coro 0� a By'Eastman Chemicol Co.' By'Eastman Chemical Co.' I- m I 090'Sallee Clear And Color Glass .090•Safi..Clear And.Color Glass Q aa • 3 I INTERLAYERS By'Eastman Chemical Co: INTERtAYERS By'Eoslman Chemical Co.' O O N-� u 090•SentryGlae 090•SentryGlas N By'Kwarey America, Inc.' By'Kuraroy America. Inc.' .090-Trosifal PV5 .090•Trosifd PVB C In r By'Kumray America, Inc.. By'Kumroy America, Inc,' (rye 3/16•ANN. GLASS 3/16•HEAT STREWD GLASS 9 cgol SILICONE SILICONE C)prW t 3 DOWSIL 995 DOWSIL 995 dr K Z g DOWSIL 699 - DOWSIL 699 S y m / GE-1200 m CE-1200 O<Q 9 JpL� a CD I 38 2 0 a Lw 53 AT 1/4 POINTS 53 AT 1/4 POINTS c C GLASS TYPE 'A' GLASS TYPE 'B` o F 7/16.OVERALL LAM.GLASS 7/16.OVERALL LAM.GLASS 3 N $ O M.� Cd v3 GLAZING OPTIONS z SERIES SENTINEL 160 3 0_ ALUMUVUM OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS CJ o 0 WITH OR WITHOUT SIDELTES. O SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR.* DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS PRODUCT REVISED WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. as compteng with the Florida DOORS WITH SADDLE (ADA)THRESHOLD NOT APPROVED FOR WATER Building Code $ INFILTRATION RESISTANCE. NCA-No. 17-7226.05 0 B THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Expiration Data 08!08/2023 u B REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE By o b INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). gllam' a Product Cont-mT_ IBY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS in TO THE BUILDING STRUCTURE. DOORS/SIDELTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. o`e'n— ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS: 9HUTW09DARD NOW RECYIRED.e • •• AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE • - • • • • • • • e a W i MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE QTS'�FolLoxs. • • •• • • • • • , • •• • • • • ••• • \\\\LII lflfl/rr A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Sip 1 DETER INE DESIGN WILD LOAD REQUIREMENT*BASED • • • • • • • • •� PD AF/ yyir n ON WIND VELOCITY. BLDG.HEIGHT,WIND ZONE •• ••• •• • • • ••`� -A ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. P••' ... ,R f MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT I151NG APPLICABLE ASCE 7 STANDARD. FCD 1 t ' ^ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SWW_MEET THE STEP 2 FOR SINGLE�X)AND DOUBLE(XX)DOOR CAPACITIES (GD U REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. _ a i- IHIS PRODUCT APPROVAL IS GENERIC'AND"DOES NOT PROVIDE INFORMATION` STEP'3 FOR SIDOJTE PANEL(o)CAPACITY SEE SHEET 3. y •e e • e ••• • • •••_ ,••�. = S 8 3 .FOR A SITE SPECIFIC PROJECT,i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY FOR SIDELTIE COMBINATION WITH DOOR • • • • • • OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR STEP 4 A OF drawing no. SEE MULLION CAPACITY CHART ON SHEEP 4. • • • • • • • A• WATER INFILTRATION RESISTANCE ETC. • • •• W13-01 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2.3 • ' • 00* •• ••• � � � ���` AND TO BE REVIEWED BY BUILDING OFFICIAL AND 4 SHALL APPLY TO ENTIRE SYSTEM. yrrYlO�A�\\\\\` sheet 1 of 13 • • • • • • • • • • • •• •• • • • •• •• IUL-u n Z 3 0 h• YW °' I d 3< 1.3-!� U 2�uu LV Q � 0 ac 04 0 It z tj c n 3/16'TEMPERED GLASS. 3/16-TEMPERED CLASS 3/16'TEMPERED GLASS LL Z y a t 3/8'NR SPACE 3/8'AIR SPACE 3/8'NR SPACE Q 3/16'ANNEALED CLASS 3/16'ANNEALED GLASS 3/16'ANNEALED GLASS �. .090'Interlayer .075'Interfayer r By OKura adoa, Inc.' Sof.Gear And Color Glass SaBex CP With PET Core INiERLAYERS \ U By'Eastman Chemical Co.' By'Eastman Chemical Co.' .090'Troeifol PVB C I • By 'Kuraray America,Inc.' x3/16'HEAT STREN'D CLASS 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS .O SILICONE SILICONE SILICONE OO W OOWSIL 995 DOWSIL 995 DOWSIL 995 DOWSIL 899 DOWSIL 899 DOWSIL 699 •O GE-1200 GE-1200 CE-1200 H ` 0 H N o 38 p N h n u 12 ` \ U 12 \ v 12 \ J '0 3 N XL EDGE SPACER ._ _ p XL EDGE SPACER 1� 2 1 ST.STEEL BY'CARDINAL' , ST. STEEL BY'CARDINAL' ._ _. ..._. ._ ST. STEEL SPACER -�._5��o It OR OR I OR o 2 Q-\ DUURASEAL BY'QUANEW of DRRASEIL BY;QUANEX' \ DRC' RASEAL BY'OUANE) U Q ' \ / SUPER SPACER BY'QUANEX' \ / SUPER SPACER BY'OUANEX' \ / SUPER SPACER BY-QUANEX' O \ / OR u \ / OR \ / OR KODISPACE 4SG TPS BY'KDMMERLING' KODISPACE 4SG TPS BY'KOMMERLING' KODISPACE 4SG TPS BY'KOMMERLING' 33 AT 1/4 POINTS 53 AT 1/4 POINTS 53 AT 1/4 POINTS GLASS TYPE 'Cl' GLASS TYPE 'C2' GLASS TYPE 13' 1'OVERALL IN.SUL LAM.GLASS 1'OVERALL INSUL LAI.GLASS OVERALL INSUL LAM.(A/65 fo 8 PRODUCT REVISED as complying wkh the Florida Building Code, u o NOA-No. 17-1226.05 GLAZING OPTIONS Bxpirition Date 08/08!2023 M B O a y e •• 00: •• • • • • •Nlia rodact—Com Y[201 1 1-1-1 • •• • •. • • ••• • 1111111f11/// I• PF81 3 ?O18 7os9a • •• • • F • • ! OF :•[f/ drawing no. W1 3-01 • • • • • • s . '//�/IOi�ALt11111`` sheet l.1 of 13 • • • • • • • • • • ••• 0 0 • ••• • • HEAD ANCHORS QUANTITY AT STILE ENDS .ANCHOR TYPE Al o W SHIM 'A' 'B' 'C' Al 42' 2 ANCHORS 81 1/2' 1/4" 4 4 4 = n J DOOR FRAME WIDTH TYPE 'A'• B'OR C' DOOR FRAME WIDTH 3/B' 6 6 6 O n AT STILE ENDS SEE CHART FOR QUANTITY 1/2" 7 7 6'MAX. 3• HEAD SILL 3' 6' 3• HINGES HEAD/SIU- HINGES CORNERS HINGES tOy SEE NOTE CORNERS A SEE NOTE A -� SEE NOTE-\, A O BELOW BELOW BELOWC W 0 tin OC �o 1 TI'__ V nu BOLT / p• i H A sEE i4u II C /� $5 d -�-�t-=== tl C / � -===mac-1- /� Q�•F.� �! ri \ /' �y T m m a 3 POINT LOCK 1 /r x eD o a p s _ o SEE SHEET 10 1 ____ - = n�x' n O w + no J C .__ 1 �o w J < 1 __ II � CLii � _T IVE - ACTIVE p ���j}'rm NB � C � r L28 1/4' '6 28 1/4' 28 1/4' 0 D.L.OPG. 2 ANCHORS D.L. OPG. D.L.OPG. TYPE'B' SINGLE OR DOUBLE DOORS AT STILE ENDS 4 ANCHORS SURFACE APPLIED TYPE IBI VFALSE MUNTINS AT snLE ENDS MAY BE USED WITH SADDLE (ADA) SILL �f TYPICAL ELEVATION TYPICAL ELEVATION SINGES" { X ) ( XX ) 4-X 4-1/2- BUR HINGES i - DOOR OPTIONS TOP AND BOTTOM HINGES AT 6-7/8'FROM EACH END o INTERMEDIATE HINGES EQUALLY SPACED SINGES(Z)OR DOUBLE(YY)DOORS LOAD CAPACITY-t PSF LOCK SETS (3)HINGES PER LEAF UPTO 35'LEAF WIDTHS(STD.THRESHOLD ONLY) GLASS TYPES'A', 'e','C7'•'C2'k 'C3' SCH-SCHIAGE (4) HINGES PER LEAF ABOVE 35'LEAF WIDTHS(SSD.THRESHOLD) CC-COPPER CREEK (4) HINGES PER LEAF ALL WIDTHS(SADDLE THRESHOLD) U.:2° 1 FRAME LEAF THRESHOLD TYPE LOCK SE75 INSUL GLASS SPACERS BLD- BALDWIN WIDTH WIDM'(1(X) HEIGHT WIDTH STD.. Af14 SCM. CC BLDW C%L - KOD QUAN •• ••• • • • • • •• o $= 37-1/4" 72" 96" 35' 1 80.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 GLAN-S INSULATORS: • • • • -• • • • • 42" 81'-1/2' 98' 39-3/4'1 80.0 70.0 80.0 80.0 70.0 70.0 80.0 - CXL-CARDINAL XL • • •• • • • • • - KOD -KODISPACE • •• • • • • ♦•i • 111 i1111111T/j/ W 1 WAN - QLMNEX DURASE� • • • • • • • • �J`.�P •AN NOTE. OUWEX SUPEfLSPA�ER. ••• •• • • • • `` QFH '. ,( VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. �•' J Sf 1 4 FE Bl oe rwsH Bars AND LOCK MUST BE _ .PRODUCT REVISED 110 ENGAGED TO HEAD AND SILL DURING • • dlnP11 M awNVIlorlda • _tiY: '� � . NOTE: PERIODS OF HURRICANE WARNING. • • DOOR D.L.O. DIMS. • • �OA-No,1 M7-'1£26.05 • ';• } .• � GLASS CAPACITIES ON THIS SHEET ARE • i '*�� lV� Browing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS D.L.O. HEIGHT - FRAME'HEIGHT 12.875' ••• Iron Dtt•08!06/20!3 • D ��� AND FLORIDA BUILDING COMMISSION D.L.O. WIDTH (X DOORS) - FRAME WIDTH - 13.75 �� .1l �� •• ' i �S�' ••• \�` W13—O DECLARATORY STATEMENT DCA05-DEC-219 D.L.O. WIDTH (XX DOORS)._ (FRAME WIDTH - 25)/2 plumProduct Control 'r7/O�IAIt1111�5 sheet 2 of 13 1 ••• • • • • ••• • • 1 • •• •• • • • •• •• 43 1/8•. 165 1/2'MAX. �U SIOELffE WIDTH '81 1/2 42' ty c 42' � MAX SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH SEE CHART FOR OUANTTIY HEM1/SILL ANCHORS CHORS QUAKITIY O n CORNERS F 6'MAX. 3' 8' 3• AT STILE!MULLION ENDS f ti -�1 1. ANCHOR TYPE n. CORS NERS F A _ � ,�'1 SHIM .A, .8. .C. Op o U 1/4' 4 4 4 Witi g i • I I 3/8• 6 8 8 S^O C 7 7 - V N W / r \ U u a0g2 H H ^o Dv�l� qyv IIftI DErA� J i W 2 C SEE 4c Ems 9 3 1 OINT LOCK / FASTENERS SAME LOCATIONS - x 0 // SEE SNE�E7 10 r "l _�° \ �✓ AS ANCHORS SHOWN ON SHEET 2 a -- u 1 II / If A. O R w 11 1 II II C fn ACTNE _ I , wACINE _ _ •$ "O N IT h n G � d L;Z-31�- Oxxo 37 1/8' v G B _ j D.L. OPG. �ETYPICAL ELEVATION 37 1/8' 28 1/4' 28 1/4' 37 1/8' ro uD.L.OPG. D.L OPG. .L OPG. O.L.OPG. O ) SURFACE APPLIEDSIDEIM LOAD CAPACITY- PSF 4 ANCHORS FALSE MUNTINSOR STAND ALONR STATIONARY PANEL(0) TYPICAL ELEVATION ATAT STILE ANDMAY BE USED GLASS TYPES GLASS TYPE GLASS TWE MULLION ENDS FRAME 'A' -1.'Ci' 'C2' 'C3' $ 8 WIDTH HEIGHT EXr.(+). INT.(-) EXr.(+) INT.(-) EXT.(+) INT.(-) SIDELITE OPTIONS o € 1• 80.0 BOA 80-0 80.0 80.0 80.0 33. 80.0 80.0 80.0 80.0 80.0 80.0 NOTE: . THE FRAME AREA OF ALTERNATE S¢E MUST NOT 38• 84• 80.0 80.0 80.0 80.0 80.0 80.0 EXCEED TESTED FRAME AREA- 110.3 SO. Fr. u g 37-1/8• 60.0 80.0 60.0 80.0 80.0 -80.0 GLA¢S INSULA70R LMRATONS FOR SIDELITES 3Q• 80-0 80.0 80.0 80.0 80.0 80.0 WIDER THAN 37-1f8'ONLY_ 42• 80.0 80.0 80.0 EDO 8" 80.0 90'h 96•HEIGFITS '"'"-^ c o+FOR GLASS TYPES 'C2' h 'C3' 30' 80.0 80.0 80.0 80.0 80.0 80.0 pUANIX DURASEAL A:SUPF]iSPACER NOT ALLOWED •• ••• • • • • • •• 33• 80.0 60.0 80.0 80.0 80.0 80.0 • • • • • • • • • `0 u FOR GLASS TWE'C3' • • •• • • • • • � 38' 90 80.0 60.0 60.0 80.0 80.0 80.0 CARDINAL XL(LIMIT MAX LOADS TO*70.0 PSF) • •• • • • • ••i • `\\\LIII II IINN��i - 37-1/8' 60.0 80.0 80.0 80.0 80.0 60.0 • • • • • • • • / - n 39' 80.0 80.0 80.0 80.0 80.0 80.0 FES 1 5 (018 : �P••-\ 2 42• - - 70.0 70.0 80.0 80.0 PRODUCT REVISED _ as eompl in with the Florida 30• 80.0 80.0 - 80.0 80.0 80.0 80.0 y g ..... 33',. _ 80.0 - 80.0-_ 80.0 - 80.0 - bO.o: 80.0 *- - • •••ulNling C•di ••• s - $ b 38• 98• 80.0 80.0 _ 80.0 80.0 80.0 W-0 SIDELITE D.L.O. DIMS. 0 � HOA-No✓• • 17 226.05• • _ 37-1/6• 60.0 80.0 eD.o eQ.o 60.0 80.0 D.LO. HEIGHT = FRAME HEIGHT - 12:875' • •expiitict."toa 81 23•• P TE '•k/� drawing no. 70.0 70.0 80.0 80.0 D.L.O. WIDTH SIDELITE WIDTH - 6' STAND ALONE SIDELITE ONLY • • •• • • ••• 42• - - 70.0 70.0 80.0 80.0 D.L.O. WIDTH = SIDEUTE WIDTH - 4.875 SIDELITE TO DOOR ONLY • •1■ uet Gontro ., DESIGN LOAD CAPACI'[Y- PSF DOOR DOOR DOOR DOOR DOOR SOELITE SIDEL(SE TO DOOR MOLi.ION WIDTHFRAME SIDELITE FRAME WIDTH SWDTH FRAME SWIDLNE� SIDEUTE LEAF FRAME (SEE NOTE BELOW) I WIDTH � WIDTH _I WIDTH WIDTH WIDTH I(- M7DTH --{(- WIDTH WIDTH INCHES INCHES P&HES EXt.(+) INT.(-) 24 80.0 80.0 / 30 80.0 80.0 c / H H / H c / C f $ 33 80.0 80.0. p /'::'s % i3 /% % /i� �/ %\ oy�0.. v C 1 o 38 39-3/4 84 00.0 50-0 N 37_1/8 80.0 80.0 \ /K J \ \ ,K • / aµt 39 80.0 80.0 \\ r \\ \\ // V Dle.nl I 42 80.0 80.0 , \ \ \ / a of 24 80.0 80.0 vl 30 80.0 80.0 09 33 80.0 80.0 (XOX) (OXO) (XOX) �y + 3a 39-3/4 90 a0.0 80.0 ) Z LLzCwC-On 37-1/8 80.0 80.0 SIDELITE DOOR FRAME SIDEUTE DOOR FRAME SIDELITEj V 10 39 a0.0 80.0 WIDTH WIDTH. .WIDTH WIDTFI WIDTH 42 50.0 80.0 24 50.0 80.0 30 80.0 80.0 33 80.0 50.0 M J /'E / H i, ii; 38 39-3/4 98 7a.3 78.3 O ,/�, - % /� / % 37-1/8 77.2 - 77.2 39 - 75.4 75.4 \ / \ / - Q W 42 72.8 72.6 \ / \ / a \ / \ / -C, c /j 'o�N MULLION '�XXO 3 DOOR STILE (0X1(0) j n N g $ ; h n END.ANCHORS END ANCHORS O O O SEE SHEET 3 SEE SHEET t 'o 3 h r n U- �,- O I� LEAF WIDTH SIDELITE WIDTH DOOR FRME WIDTH SINGLE(%)42�MAX. foDOUBLE(XX) 81-1/2-MAX. SIDEUTE TO DOOR g NOTE: GLASS CAPACRIES ON THIS SHEET ARE c o ^^ BASED ON ASTM E1300-09 (3 SEC. GUSTS) o $ NOTE: •• ••• • • • • ARD FL"IDA BUILDING COMMISSION ^ �S-o FOR DOORS CAPACITY SEE SHEET 2 _ •• DSCL:RATORY STATEMENT DCAO5-DEC-219 o o W FOR SIDEUTE CAPACITIES SEE SHEET 3. • •• • • • • ••• • ``1111111111/// FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE • • • • 000 • • • ��� o /// ,,, o LOWER VALUES FROM DOORS, SIDELITE. DOOR/SIDEUTE _. ••. 000 •• • • •• `�� P.)P•••-•. OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. PRODUCT REVISED _ i , .70592 ^ '- - • BucRdnSLCong with the_.i is fEBa 5 1618- _ - r _ �- ` - ^ • •NOATo. d 67.422645 • • • • _ ° • • •- --�--i23 • • • ` OF drawin no. • 13cpLtitlon•at.OB/08/2023 • • • • .•• '• z 9 r Mla a m uc Confrot /I/fill" �.1"`\�� sheet 4 o/13 EDGE DIST. TYPICAL ANCHORS �� V SEE ELEVATIONS 1!y o FOR SPACING �Y CONCRE7Y litl h 3 8 " J h a�iv'ir LL � O CFO M I I I N (JS CF O M ff a e l i i 0,I�� a Z�pyp Q Wj i I 4 i 0 0�i ow vy W V J (W; � .�_ ;lV�mgI Z L� UpQJ O i' I �z 88 r o r `o�6W e i i r e e PRODUCT REVISEDPOURED w 49 I I HIGH STRENGTH HARDENED 49 I 03 WmgplCo with the Florida • d Bulldln God• I Vc-5000 PSI MIN. I I NOA-No. 17-1226.05 c I NOT BY CGI WINDOW I I � - MUST TRANSFER© SHFJVt O u I expiration Date 08/08/2023 LOADS TO STRUCTURE In_ - I 1 1 41 LOAD BEARING 4 11 I BY C o S o I 1 --4- MI F product ontro 4 0 9 1 1O tSOLID SI-IIMS OPTONAL TO GROUT 51 1 I1 •• 00* • • • • • •• r ^d � I I � I �I I • • • • • • • • • O p� M S • • •• • • • • [B 1. 5 1018 t„IIIIII„�� N • • • • • • • • • \\\ d I.i ��� v nv. : o . v' .• o TYPICAL ANCHORS v TYPICAL ANCHORS •,, 2� e SEE ELEVATIONS v EDGE DIST. • ••• - • -00, • • -* •: - i ,a EDGE ' SEE ELEVATIONS.FOR SPACMG - FOR SPACiNC • • • • • •• • • • • �•D 5 SADDLE (ADA) THRESHOLD • • • • • • • • • T OF (j�� drawing v no. STANDARD THRESHOLD • •• • • • �% Dh:• \ NOT APPROVED FOR WATER INFILTRATION RESISTANCE ••• i S �1\` W13—01 APPROVED Mft DETM9 FOR WATER INFILTRATION RESISTANCE LIMIT MAX. DESIGN LOADS TO ±70.0 PSF �TITII j11IYY\ Sheet 5 of 73 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • i 19Y WOOD BUCK SEE NOTE SHEET 1 29Y WOOD BUCK DGE•DIST. OR o WOOD STRUCTURE RITC'r . METAL SEE NOTE SHEET 1 *DW • EDGE EDGESTRUCTURE j 1 cLIPPE ULLpN APPROVED 1 i Z .. j 1�SEE SEPARATE NOA 11 O °' 1 r 1 _-=_ ---- " pS e " OR m Uri o TYPITYPICAL ANCHORS co,G C R I ELEVATIONS SEE ELEVATIONS TYPICAL ANCHORS TYPICAL ANCHORS SEFOR ACING FOR SPACING O C G SEE ELEVASPACING FOR ELEVATIONSSPACING � 2 g FOR SPACING 2 C A d m_ Q W a'elf N WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS n MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM n AND TRANSFER THEM TO THE BUILDING STRUCTURE. °'I =- L 0 W p TYPICAL ANCHORS: SEE ELEV.FOR SPACING V c TYPE 'A'- 1/4' DIA'ULTRACON BY 'ELCO' (Fu-177 KSI,FY-155 NSI) D:n a MIN. LENGTH - 2-3/4' $ ;N h 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 3"� 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) c z2 THRU 1BY BUCKS INTO CONC. OR BLOCKS _o .. 1-3/4- MIN. EMBED INTO CONCRETE (HEAD) 0 5 d f 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) O TYPE 'B'- 1/4 DIA ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) MIN. LENGTH = 2-3/4" ' DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) PRODUCT REVISED aR F as combryInjsrtth the Florida a 8 w TYPE 'C'- 1/4" DLA SELF DRILNG SCREWS- (GRADE-5 CRS) NOA-NBuildino. Cos TEKS OR .HOA-No. 17-1226.05 c X k INTO MIAMI-DADE COUNTY APPROVED MULLIONS F.xplratton Date 08/08/2023 OR INTO METAL STRUCTURES (HEAD/JAMBS) By (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS Mla Dal Foduct Contra n _ ALUMINUM: 1/8" THK. MIN. (6063-75 MIN.) c u` STEEL: 1/8'THK. MIN. (Fy 36 KSI MIN.) •• ••• • • • • • ^a o$1710-1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • • • • • •r• .00 C q e v I TICAL EDGE�STANCE i=° ••• •• ••• • • •T 1B i 2010 W . INTO CONCRETE AND BLOCKS 2-1/2" MIN. � ��'' cENgF'•.,. � � :� INTO WOOD STRUCTURE a 1" MIN.. o h INTO METAL STRUCTURE - 3/4" MIN. c -• It WOOD AT HEAD-OR JAMBS SG - 0.55'MIN: -• • • • • • • • • • • b CONCRETE AT HEAD, SILL OR JAMBS fc -3000 PSI MIN. • • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. • • • • • • • • • � drawing no. j ,. ANCHORS MAY BE HEX OR FLAT HEAD. DOO4t DETMtl • ••• • i�7�S�ON 1I11111�`\ sheet 6 of 13 ••• • • • • 0:0 •• • • • •• •• • • • •• •• ••• • • • ••• • • VU U 3/8'MAX. © t92 2 O .1/2*MAX. �� o LOAD BEARING LOAD BEARING _ 17 SHIM 1 42 SHIM ISY WOOD BUCK _ 41 ©aR t .SEE NOTE SHEET 1 Z y I•. ACM LEAF TYPICAL ANCHORS 4 f Z TYPICAL ANCHORS 39 SEE ELEV. ea C p SEE ELEV, FOR SPACING p ca A FOR SPACING 39 _ -- ° ,I �0 7 I p dct 8 4 ]39 S 7 7 33 47 14 4 ul METAL EXTERIOR Z°z STRUCTURE Q W 0 LEAF WIDTH DOOR FRAME WIDTH 3 C 1 J - n 0 � n p o 0 w 1/2'MAX. - •p N LOAD BEARING'` © 19 22O 2 2 1/2-MAX C SHIM . BEARING 1 24 2 I IOADSHIMM 07 n CONCf2ETE. 41 ©OR 1 - I $ -G0 3 MASONRY'. ACTIVE LEAF INACI7VE LEAF BY WOOD C Z n TYPICAL MCH06 _- S9 74 SEE STEU RE EET 1 I� R SEE ELEV..' . FOR SPACING. • 49 1 �`I 4B 0 - 4 1 S 7 2 I o 363531 7 3 11 8 17 7 3 47 4 4 18 7 11 ogg D.L OPG. TYPICAL ANCHORS. - b' D.L OPO. SEE ELEV. 33 FOR SPACING U d �bo 1 I LEAF MDTH EXTERIOR LF 1F WIDTH =e:se 0 DOOR FRAME WIDTH •• ••• • • • • • •• 9 8=S •• •• • • • • ••• •• ```\`L7�1 I6 ijti��ii�' '� PRODUCT REVISED FES 5 1018 as comprying with the Florida BulldinCodi _J : { _ _ NOA-Ho. 17-1226.05.• ••• 409 •- • Expiration Data 081081202t • • • • • • • • • • • • • • • • OF • • • • • • • • • A �•�� drowinq no. By •• • • • OR•' 2�` m1a a roaue!t ontrol • DOOR DETi4IIJ6 • ••• • �i�sS/�M LGA` W 3—� ' _ rYYi111 111177 sheet 7 of 13 • •• •• • • • •• •• ••• • • • ••• • • U � i TYPICAL ANCHORS ° SEE ELEVATIONS FOR SPACING 19 5 EDGE'DiST.° - . . K MATING'JAMB FASTENERS FOR LOCATIONS y"`e 3 - CONCRETE. �CONCREIE.. 1 Z4 t s 45 SEE DOOR JAMB SPACING Z a w ON SHE 2&3 F wp 7 '4 Z = ' O Nm3 OGS 3 i O a Q Q o PRODUCT REVISED 44 X T, " ` NBs°ow-Nmgo.Cwith the Flords EXTERIOR li26. 5 1 17-12 I Zm$m_ g Expiration Date 08/08/2023 Q w m£ o LEAF WIDTH D.L.OPG. BYWarn a mduc Cmbrol DOOR FRAME WIDTH, SIDEUTE WIDTH li n 42-MAX.SINGLE(X) n 81-1/2-MAX.DOUBLE(XX) n (4' 1/2-MAX. °F n w rs 0 �I LOAD BEARING. c� = od SHIM'. O O MATING JAMB FASTENERS $ n n W } W -• FOR LOCATIONS 4 15 3 s 1 `s SEE DOOR JAMB SPACING o CONCRETE ON SHEETS 2&3 OR MASONRY. - O U_�;R I I _ r 41 4 a vd 3 � o P 0€ z gwk >+ 3e 13 EXTERIOR H D.L.OPG. � LEAF WIDTH _ TYPICAL ANCHORS SIDEUTE WIDTH DOOR FRAME WIDTH - 4'LONG - 42-MAX.SINGLE(X) o_ SEE ELEV. • ••• • • • B1 i/2�MAX.ABLE(XX) n S S N 3 FOR SPACING FRAM WI o v Ci APPLY • • • ••• •s ` ."!?N.44 FEB 15 1018 _ 7 A - CONCRETE.: 'I e. •: .° :. NOTE LIMB SHIM TO MEI StRUC'�$�AT MBS TO.3/8' • s • • • a' - • • • • • • • • • •• OF '• � drawing no. ° .TYPLANCHORS - - .• • • • %, tOA••,.`�; W13-01 - EDGE DIST. ICA SEE ELEVATING AN SPD S ELI'PE DETAl"FOR • ••• • �•,S'S/••Ai��`•`• �r+n l n 11A1 sheet $ of 13 • • • • • • • • • • ••• • • • ••• • • DUMMY ITEM PART Nu. QUANTITY D8SCRIPTTON MATERIAL wa./RSYARYH J (i �/ c�i I _AL-189 AS REDD. FRAME HEAD&Stll 6063-76 KEYMARK/SAPA -_l 7+ 2 AL-180 AS REDD. FRAME JAMB 6063-T6 KEYMARK/SAPA 1 24 n I .. 3 AL-196 AS REDD. SIDUM HEAD&SRL 6063-T6 KEYMARK/SAPA - 11 I - ri m o 3 I 4 AL-197 AS READ- FREE STANDING SIDELIEE.JAMB 6063-T6. KEYMARK/SAPA ACTIVE LEAF J1 _ INACTIVE LEAF q 5 AL-198 AS RECD. MATING SIDELIIE JAM 6063-T8 KEYMARK/SAPA ___ ___ n 6 AL-193 AS REQD. PANEL TOP&BOTTOM 6063-76 KEYMARK/SAPA I Ai ih I c4 _ 0` "6 U 7 AL-194 AS REGO. PANEL VERTICAL SIRE 6063-T6 KEYMARK/SAPA L�O - A �-n U 8 AL-199 AS REDD. SHEAR BLOCK 6063-T6 KEYMARK/SAPA pWI i 9 AL-191 AS REDD. FRAME HEAD&SILL SCREW COVER 6083-75 KEYMARK/SAPA 0�j y w 10 K=192 AS REDD. FRAME HEAD&SILL SLANTED SCREW COVER _ 6083-TS KEYLNRK/SAPA ------ V p w 11 AL-121 AS REDD. GLAZING BEAD(7/16'LAM.). 6063-T5 KEYMARK/SMA OPERATION OF DEADSOLT 31 2 Y--T Or p Qp 12 AL 123 AS REDD. GLAZING BEAD(1.000"INSUL-LAM.) 6063-75 KEYMARK/SAPA (WITH KEY FROM THE _ ' IL 0 G e7 EXTERIOR OR THUMBYTURN EXTERroR _ -- 13 AL-200 AS REDD. SHEAR PLATE 6063-T6 KEYMARK./SMA FROM THE 14 K-185 AS REQD. ASTRAGAL 6063-T5 KEYMARK/SMA ADTNATES THE THREE POINT _ --J Q _� 15 AL-506 AS REQD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK SAPA LOCK REGARMECHDLESS F _ V.2 / REGARDl.E55 OF LOCK SEf 16 AL-540 AS REOM SADDLE THRESHOLD(ADA COMPLIANT) 6D63-T6 KEYMARK/SAPA OPTION INSTALLED. m W L{ 17 MD-4503PL - AS READ. THREE POINT LOCK ASSY.(AT ACTIVE PANEL USED BY ALL OMNS) METAL CGI PROPRIETARY SECTION AT DEADBOLT LOCK F 0 18 HO-1204 AS REQD. FLUSHBOLT ASSEMBLY(AT INACTIVE PANEL,USED BY ALL OFOONS) ALLOY,STEEL CGI PROPRIETARY 19 HO-5455 PASS AS REDO LEVER LATCH LOCK.AT ACTIVE PANEL s a 20 HD-5455 AS REDD. DUMMY LEVER,AT INACINE PANEL LOCK SET OPTION 1 BRASS BALDWN U o 21 HD-8231 AS REDD. DEADBOLT(THUMBTURN),AT ACTIVE PANEL a 23 26 C •✓' 22 J70 TOR605 AS D. LEVER LATCH LOAT ACTIVE PANEL n 23 J10 TORS05 AS MID.REOD. CK.DUMMY LEVER,AT INACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE OU 24 JD60 AS REDD. DEADBOLT(THUMSTURN),AT ACTIVE PANEL D 25 HD-34-10118 AS REDD. LEVER LATCH LOCK AT ACTIVE PANEL J1 26 HD-34-10115 AS REQD. DUMMY LEVER IVE AT INACTPANEL LOCK SEI OPTION 3 BRASS.STEEL COPPER CREEK L£ -' ACTIVE1NACi1YE IFAF s C Ir 27 HD- AS REDD. DEADBOLT(TKUMBTURN),AT ACTIVE PANEL l7~r 28 HD-537 AS REDD. LATCH LOCK STRIKE PLATE S. STEEL Q N h U 26A. _ 2/PLATE /8 X 3/4'PHP.FH SMS(STRIKE PLATE ATTACHMENn. -- _ S STEEL - --- v 3 'n 29 HD-538 AS REDD. DEADBOLT STRIKE PLATE S.STEEL - _ I C Z LL n 29A - 2/PLATE /6 X 3/4'PHP.FH SMS(STRIKE PLATE ATTACHMENT) S. STEEL 30 HD-53EN AS REDD. LATCH LOCK STRIKE PLATE SHIM NYLON CGI 2 31 HD-390P AS REGO. LATCH LOCK&DEADBOLT STRIKE PLATE TRIM - NYLON CGI 32 HD-STRIKE BOX AS REDD. LATCH LOCK&DFADBOLT PROTECTIVE DUST BOX NYLON CGI EXTERIOR f 33 HD-525-9-REV 2/LOCK'MECH. BOLT LOCK ASSEMBLY S.STEEL CCI 33A ILD-533C 1 /FLUSHBOLT FLUSH BOLT GUIDE(TOP&BOTTOM)- CAST(ZINC) CGI G W 34 HD-CH-108 4/LEAF _ 4-1/2'x 4'HINGE ALUMINUM CGI PROPRIETARY SECTION AT LEVER LATCH LOCK 35 HD-ABBOO-US32D 4/LEAF 4-1/2'x 4'HINGE BRASS HAGER 36 HD-AB800-US 4/LEAF 4-1/2'x 4'HINGE S. STEEL HAGER RR 37 03/8'-16 ROD 2/LEAF 03/8'-16 FULLY THREADED ROD(ZINC PLATED) STEEL - S M WS-382V AS REGO. GLAZING BULB(DUROMETER 75/80) - PVC PROTOTYPE o g 39 WS-W33321 AS REDO. .187'x 320'ULTRA SOFT FN WEATHERSTRIP - ULTRAFAB 4O HD-203 2/LEAF SHOOT BOLT PROTECTOR,AT DOOR FRAME HEAD&SILL PVC - SEALANTS: 41 HD-12-10042 AS REQD. 350'REACH POCKET SEAL(FRAME PERIMETER GASKET) - AMESBURY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH `o_ r 42 WS-32011 AS REDD. FOAM-TRE CLOSED CELL FOAM COMPRESSION SEAL - AMESBURY G 0 c ••• • • Ci SCSROQP SILICONE SEALANT. - 8 S 43 HO-CUP ANGLE 2/EACH - 2 x 2 x 1/4'CLIP ANGLE(ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM - • • • • • • • • • g o W. 44 3/CORNER /10 x 1-1/4'PHP.PH.SMS. (PANEL&FRAME ASSEMBLY) S.STEEL - PRODUC7•REARSED• • • • • 45 - SEE F]EV. /14 x 3/4'HH.TEK(NULLION ATT S.STEEL - iltomBuIldingwlti tl0 F0 0 ••• • `A\71111111 FYYY' ^ - 46 8/HINGE.4/CLIP /12-24 x 1/2'PHP.FH.UC.THREAD FORMING S.STEEL - •AA-No••• 774A�T8.96. • • •• • 47 - 2/EACH /ex 1/2'PHP.TH.SMS. (ASTRAGAL ATTACHMFlfT) S.STEEL - Expiration Dab O 812023 o 48 _ 1/FA.CH /10 x 3/4'PHP.PH.SMS.(BOLT LOCK/FLUSH80LT GUIDE ASSY.) S.STEEL - eY FEB1 5 2018No. = 49 03/8'-16 NUT 4/LEAF 03/8'-18 SERRATED-FLANGE.NUT(ZINC PLATED) STEELMia u•t Cod • • _ - o r -"' 50 2/FI.USHBOLT �8-32 x 1/2•PHP.PH. M5. (fLUSHBOLT ASSEMBLY) S.STEEL - • • • • • • • • • • i�!�/ 51 HD-DOOR SWEEP 1/EACH DOOR SWEEP(OPTIONAL).SECURED W//6 x 1/2'PHP.PH.SMS. NLMINUM SCREEN TECH woo • • •• • • •• • • W�� dfOwing no. 52 HD-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG(AT DOOR FRAME JAMBS ONLY). NYLON - • • •• • •• • • • �•'• ��` W 3—� 53 - 2/LITE SETTING BLOCKS EPDM ROMET8035 RE A • ••• • WFR ••• • '''VVSS��NI 1117\ ``` sheet 9 of 13 • • • • • • • • • • • •• •• • • • •• •• LOCK DCT�o 9TM1E �U U ' O . n5tivGk � 0 9 < � �1wQ 1 p 0 U MP.PH.55. II ;1 � o CC i no-2+. �1 ,I V 5.M5. h i II. m.+SD'ND1..09�• �. p If'a 0 JI MON WA5m U D 1 0.2es PDla .o .2• i I 5.5TtR5P4N QgH 6 . 0.+so•K0..031' LL Z o MO.wASMM 1 I) 1 0a'� C II TOP HZX KOD WH !� \;I ( I S g y RVf 9 �., 1, � „ a s 1-10 f d i1 it � It I I ° I 1 C y SKMCER }{ N e K a q O " e3.5m 5.57 o 0 xvx WHm c c D 2112 � o�No all o ® 3 D h n = A oFt ioo G7bd o I c z OQ 3o N o � o ��TE j o o ° ° PRODUCT REVISED p ascomplying with the Florida c I j I Buliding Code 40A-No. 17-1226.05 0 2,10111 II DMO.H&Roo o expiration Date 08/08/2023 n � vscouPls.cRDr I I Mtam Product ontro 0 0 g ,�1, �� •• •••• • • • • • •• 'e og c L ; i � • • •• • • • • • 111 111 II = • •• • • • • ••• • \\\ Il/1j FE;l72 , 8 _ j • • • • • • • IF 917. .. . .. . . . oa � 000 LOCKED POSMON • • ••• • ••• • ���`.r,S/0{1J/+ \`;``��� sheet 10 of 13 UNLOCKED POSITION 111111 + ! • •• •• • • • •• •• ••• • • • 0 ••• • • 4 1 b V6K SOU I 0- 0fil II 2 a u �O o I s ! IL a I 0 D � I� � � .C�0aa n r O R O w C $ 3Nnn � I / S U4`O�rw s �G77 a_R rueneOir I _ brae `®J I PRODUCT REVISED' o as comPIV with the Florfds _ W Building Cods NOA-No. 17-1226.05 iExpiratlon Date 0810812023 0 g I 6y Mia rDa roduct Contmin _o c o- NOTE: o 008-- i •• R" BOLT.4T IN,hCT1VE•5f1iE •• • (PA"AL•rOF•END Sffn9N 2HOMN. BOTTOM END SIMILAR) o o u FEB 1 000 0 OF j ; •.• • • •• • • •• • • �`� drawing -no. • • •• • •• • • • i .R OF, NAL UNLOCKED POSITION LOCKED POSITION iiillllli��� sheet 11 of 13 0 see • • • • • • • • • • 000 • •• •• • • • •• •• � t s.e23 L 712 n .062 1.623 ! Z F m r 3 .100 1.590. I 1-05. �Z F--7.587 4.495 00 O FRAME COVER O DOOR FRAME HEAD/SILL p M Lur 3.823 F--t.387 Q'��� o O D o_ �q 1:4to �- .3 Nb 1.626 062 Q g j� •�, 1.623 O TOP & BOTTOM RAIL i c 10 5.500- SILL COVER n ..6.438 .073 080 U o >t C .465 7.440 n .075 1.+� 4.495 I -Q C 02Nd t.7ss O HINGE & LOCK STILE O d� 3N tin SIDELITE TOP & BOTTOM FRAME i3 SIDELITE JAMB COVER 0 2 3o � 3z6 r �3 .135 I .125 U - .070 -.245 .625 1'� •i B5 O .805 I _.1 1.6221 1.080 O 130 8 rc PRODUCT REVISED u ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 16 SADDLE THRESHOLD as eomplying with the Florida -0 Building ori• 1.810 -3.005- .675 NOA-No. 17-1226.05 0�R 125 1.061 r piratmn Date 08/08/2023 - 2.000 �- .995 ,050 BY c o Mia roduet Contin w o �'= ..120 1.462 .310080 I •• ••• • • • • • •• ��=o 090 500 • • • • • • • • • o o W '080 11 •• •• ••• • • ••• •• \\111111//// ! 4.000 4.000 .075 j t2o 4.000 GLASS STOP (LAM. GL.ZSS • 0.: ••• IEQ 1 .1jo'B ``��P� ,•, •,pi_ G: i ,� .500 .125 .070 -I .305 --{ 720 .120-.4 2.388 1.463 1.465 I� N 92 .420 ll. .995 .082 C50 0:0 • _••• _- • _ •, _ 17 :* 'E .205-1 .870 • • • • f • • apo A Of r� � Browing ^ 1.225 1� _ - _ _ _ • • • • • • • • .••fY �.: ` 1.1J� •• • •• • • • O O O 12 �� W 1;g DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP INSUL.•LAM. GLASS ••• • ••• • �� ( ) 1/1111\\\ sheet 12 of 3 i 0:0•• • • • • ••• • • • •• •• • • f •• •• 000 • • • ••• • • - �l U ATR O 44 ASSEMBLY FASTENERS TO.BE INSTALL. tY n ASSEMBLY FASTENERS TO BE PISTALLED Y 4 / PRIOR TO JOINING MATING JAMBS / Z PRIOR TO JOINING MATING JAMBS / F ^� �� s' aloo 0C�M o OUI W 01 f F rl j 0 m HOLE CAP I ACCESS HOLE in2 po MATING.JB 0 AM .�.. FASTENERS 1 w x SEE SHEET 8 FOR DETAIL 2 C A U�.h N V 3 r SIDELRE JAMB CORNER SIDEUTE MATING JAMB CORNER c Z 1 DOOR FRAME TOP do BOTTOM CORNER TOP At BOTTOM TOP k BOTTOM 3 o2�{ 49 Utz F 13 0 11ot I� c�F � PRODUCT REVISED 18- 0.: • ...• •. .• .• .• •..•. • Masia compyong,1m withoIttIh,•,,oF nlotmida 8.1.. ' d• NOA-No. 17-1226.05 lxpimtion Date 08/08/2023 37 By43 41Y 5 2018 LwD in j5 m I o AN, 46 70592 o n • • • • • • • • • %0''. TE OP '•JV`C d -01 rawingno. • • •s • •• • • • �'� I EAE TOP h BOTTOM CORNER SADDLE THR SHO GOR PR i' NAI ```` sheet 13 of 13 • • • • • • • • • •