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WS-18-1454 v - I f r Permit NO. WS-5-18-1454 Miami Shores Village Permit Type:WindoWSIShutters 10050 N.E.2nd Avenue NW s �, � Work Classification: Door Replacement Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 Per F�ORLDp issue oats:5/2912018 Expiration: 11/25/2018 . Project Address Parcel Number Applicant , 9127 NW 1 Avenue 1131010160100 RICHARD DIRENZO Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ' RICHARD DIRENZO 9127 NW 1 AVE MIAMI SHORES FL 33150-2248 Contractor(s) Phone Cell Phone Valuation: $ 3,578.00 THE HOME DEPOT USA INC (954)336-0881 Total Sq Feet: p Type of Work:DOOR REPLACEMENT 1 IMPACT Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:3 Review Building r 4 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 DBPR Fee Invoice# WS-5-18-67719 $2.00 05/29/2018 Check#: 16057 .$50.00 $79.40 DCA Fee $2.00 Education Surcharge $0.80 05/29/2018 Check#: 16046 $79.40 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $129.40 f In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, DOORS, ROOFING and SWIMMING POOL work. �. I OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. uthermore,I authorize the above-named contractor to do the work stated. May 29, 2018 ALPI&ized S ure:Owner / Applicant / Contractor / Agent Date Building Department Copy May 29, 2018 1 e 1 P Inspection Worksheet 'Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-2204 Fax: (306)756-8972 Inspection Number: INSP-306688 Permit Number: WS-5-18-1454 Scheduled Inspection.Date:June 19,2018 Permit Type: Windows/Shutters Inspector:Naranjo,Ismael inspection Type: Window Door Attachment Owner DIRENZO,RICHARD Work Classification: Door Replacement Job Address.9127,NW,1 Avenue Miami Shores,FL Phone Number Parcel Number 1131010160100 Project: <NONE> ,Contractor. THE HOME DEPOT USA INC Phone: (954)336-0881 Building Department Comments DOOR REPLACEMENT 1 IMPACT tnfractio Fussed Comments INSPECTOR COMMENTS False F nspector Comments Passed CREATED AS REINSPECTION FOR INSP-30530$, r Failed rye Correction Needed Re-Inspection Fee No Additional inspections can be scheduled until 1 reinspection fee is paid 1 June 78,2018 For Inspections please call: (305)762-4949 F?age 24 of 29 i 1 l r i►4 . . RECEIVED Miami Shores Village �. , .yr , - MAY 29 2016 • Building Departmpent" s �. 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 (� .FBC 20t-) BUILDING - Master Permit No. PE MIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING REVISION F] EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑CANCELLATION ❑ SHOP, r� (� CONTRACTOR DRAWINGS AlJOB ADDRESS: aq NW City Miami Shores Countv Miami Dade zip: �J�J Seib Folio/Parcel#: X11'3001_ 040-0100 Is the Building Historically Designated:Yes NO, Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):— ��ChdYd 04h-0 ............—Phone#: 14?lfo Addressl:,_�q4 9.-4 %m I A'Miz [1 City: IV 1m1 State: f 1 Zip: Tenant/Lessee Name: N/A Phone#: i Email: CONTRACTOR:company Name: The Home Depot At Home Services Phone#: 954-336-0881 Address: 290 Cumberland Pkwy 300 City, Atlanta State: GA Zip: 30339 Qualifier Name: Phone#: 954-336-0881 State Certification or Registration#: C-CO C-1�111AI_b Certificate of Competency#: a DESIGNER:Architect/Engineer: N/A Phone#: Address: City: State: Zip: • Value of Work for this Permit:$ Ml b•rb Square/Linear Footage of Work: Type 6f Work: ❑ Addition - �nnAlter`ation \❑ New ❑(Repair/Replace ❑ Demolition Description of Work: 000Q' 1 .4�\tl e QUA prvt I I w AtA r Specify color of color thru tile: Submittal Feeq ' Permit Fee$ 1�� •� CCF$ 2.40 CO/CC$ _ Scanning Fee$ 1 Radon Fee$ 2- DBPR$ 2- Notary$ Technology Fee$ -3 •Zo Training/Education Fee$ d a U Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ j 1 (Revised02/24/2014) I�a3 ` " - ' . � . � . ' � \ , . ^ '* � ` /| �� ^�r� . ^ . ��. . � . �� . �"�,� ,^�3�&� , , ` ' . - . . .. , .. ' / ' � ' ^ ` ~ - ` `^ ^ '-~~ ^' � � . � . ` ` ' �,�^ ' ^ ^ �' ` | - -^ ~ ^ - ' - ''^ ` ^ - ^ ^ S^ � ' ' .. . - ' .~ ' .- � ` ` � . . ' ` ` . . , . ' . " . ~ . � . .^ � ' . ` - - - _ , ~ - ` . . ^ . � ' - ' _ � . ' .. . .. . . ` ` ' , . ' ' ` . , ' - - _ `� ` - . ^ . � - � ` - ^ ` . ^ ~ , � ' `, ', - ^ ^ - . �` - ' �} `� ^ , /� ,y ~ r z ^- ". ' . » - _ ' - � ^ . _ . - - _ `, �°�� ' `. � ' ` '^ .~. "� - ' .. - - . / ~ ^ `,� . , ~r ` - . �' ` � , � ~ ` �/�. ' �` � �. ` ^ , . ^ - ^, ' `' . . . � . , ' Bonding Company's Name(if applicable) Bonding Company's Address Zip – State City — Mortgage Lender's Name(if applicable) – Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with on 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 approved and a reinspection fee will be charged. i Signa r _ Signatur OWNER or AGEN CONTRACTOR The foregoing instrument was acknowledged before me this The foreggoing instrument was acknowledged before me this — day of ftw= 20 by f 5t day of 20 � by who is personally known to r~ �ti 6 �wR.r►�"'_ o is persona wn me or who has produced 7–L-A. b L - as me or who has pr used as identification and who did take an oath. identification an 1 o did-take an oath. NOTARY PUBLIC: NOTARY PUBLIC: FIAPN1eN40no?�1 .•`��i'O i`%� uidx3 1uwo� fH #uolssit lwo� i 0 13,111 61¢3oN ai o? Sign: 5 114 . Ate;: XML AC jt: j Print: M� a '�* * ary q lic_-State of Florida N+ �Ay Comm!' Jun 17,2018 Seal: ti FOF, v�o„„ ;Comml§sibn#FF 133640 ,. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 4 I 5U�OR Miami Shores Village Building Department sell 0 1 ..,,.f" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 I�LOR�A Fax: (305) 756.8972 r 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 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). Ac edg ment*/7C i 5f, Qua iffier/ caner ignature Date Print Name a 1 r 1 Property'Search Application - Miami-Dade County Page 1 of 2 0 F F I uo'h Em OF0 T H E F"T 0 P E R T V A Ph P"' Summary Report ( tGenerated On:5/16/2018 " Property Information Folio: 11-3101-016-0100 9127 NW 1 AVE Property Address: w Miami Shores,FL 33150-2248 i Owner CHARLES E HUMPHRIES& a RICHARD DIRENZO ' r' Mailing Address 9127 NW 1 AVE t ~: MIAMI SHORES,FL 33150-2248 PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ "z r 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT ` Beds/Baths/Half 3/2/0 = Floors 1 ,> Living Units 1 u Actual Areaw 2,122 Sq.Ft Living Area 1,678 Sq.Ft Adjusted Area 1,882 Sq.Ft Taxable Value Information Lot Size 8,662.5 Sq.Ft 2017 t 2016 2015 Year Built 1957 County , Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $93,124 $90,181 $89,207 Year 2017 2016 2015 School Board f Land Value $190,861 $190,861 $140,595 Exemption Value $25,000 $25,000 $25,000 Building Value $130,987 $130,987 $130,987 Taxable Value $118,124 $115,'181 $114,207 XF Value $819 $824 $703 City Market Value $322,667 $322,672 $272,285 Exemption Value $50,000 $50,000 $50,000 Assessed Value $143,124 $140,181 $139,207 Taxable Value $93,124 $90,181 $89,207 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value $93,124 $90,181 $89,207 Save Our Homes Assessment Cap Reduction $179,543 $182,491 $133,078 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Second Exemption $25000 $25,000 $25,000 12/01/1997 $122,500 17919-0736 Sales which are qualified , Homestead 08/01/1994 $90,000 16493-1560 Sales which are qualified } Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City, Regional). Short Legal Description MIAMI SHORES MANOR PB 45-13 LOT 9 LESS N1 OFT&N5FT OF LOT 10 &W5FT OF S82.5FT OF N92.5FT OF LOT 12 1, LOT SIZE IRREGULAR I � The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade county assumes no liability.see full disclaimer and User Aareement at hftD://www.miamidade.00v/info/disclaimer.asD htips_//www.miamidade.gov/propertysearch/ 5/16/2018 WINDOW AND DOOR INFORMATION SHEET JOB# 10734373 Name DIRENZO Location APPROVAL MULTIPLE Opening Corner PRODUCT APPROVED REQUIRED OPENING Window Opening WINDOW ARE Location Zone ACCEPTANCE PRESSURE DESIGN PRESSURE Dimension MULLION SHUTTERS No or NUMBER Style (+)PSF (-)PSF (+)PSF (-)PSF Wdth IN Height IN REQ. REQUIRED 1 4 17-0504.05 PD-F IPNL 70 70 48.6 52.8 35.00 81.00 N N sly RECEI VEp MAY 2 9 jog IPNU3PNL=SLIDER CUSS jfIyDQ11j/$FV-SINGLE HUNG/DH= DOUBLE HUNG/GD=GARDEN DOUBLE SWING DOOR/PD= PATIO SLIDERbQtt LC3kM4 CASEMENT/ PICT=PICTURE WINDOW/ED=ENTRY DOOR/AWN=AWNING •• •.• •• .. Miami Shores Village • ... .• 000 APPROVED BY DATE • •. D1-PT • •. 00* . • 1ZONING DEPT S 9 . . . . . . . . ... . . . •.11 2.'( C1`TO COMPLIANCE WI11-I ALL FEDERAL .i. i0 •.• •i. i• •i ,!1 ANIS COUNTY RULES AND RFOULATIONS 1 OF 1 \N S ; LAS4 9127 NW I AVE MIAMI 5HORE5, FL 33 150 FAMILY FLOOR PLAN FRONT DOOR 5CHEDULE FAMILY ROOM PD-F I PNL 35 X 81 P5F(+)70 (-)70 17-0504.05 • • I'pY,34.13T3 QI RENZO'5 RESIDENCE FLOOR PLAN . . . . . . : 00 : :- :. . • . .. .. FLORIDA BUILDING CODE 2017-6th Ed.-ASCE/SEI 7-10 WIND LOAD TABLES-170, 175 mph. Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D -LOAD FACTOR:0.6 INCLUDED WIND PRE55URE5 IN 1`51' WIND PRE55URE5 IN P51' 170 MPH VELOCITY- EXPOSURE C 170 MPH VELOCITY- EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 1 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative z4 dt z5 z4 z5 z4 d z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 48.2 52,3 64.6 21-30 40.0 43.4 53.4 43.7 47.4 58.6 21-30 47.4 51.3 63.1 51.7 56:1 69.3 •31-40 42.5 46.1 . 56.7 46.5 50.4 62.2 31-40 49.8 54.0 66.4.1 54.4 1 59.0 72.8 41-50 44.6 48.3 59.4 _48TT 52.8 65.2 41-50 51.8 56.1 69.0 1 56.6 61.3 75.7 51-60 46.3 50.2 61.8 50.6 1 54.9 67.8 51-60 53.4 57.8 71.2 1 58.4 163.3 78.2 t LOCATION 6ROWARD COUNTY, PALM BEACH AND OTHER LOCATION BROWARD COUNTY, PALM BEACH AND OTHER EXAMPLE COUNTIES EXAMPLE COUNTIES WIND PRESSURES IN P51' WIND PRESSURES IN P51' 175 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative z4 6 z5 z4 z5 z4&z5 z4 z5 z4 4 z5 z4 z5 z4 05 _,z4, z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 0-15 44.5 48.2 59.3 j 48.6 52.81 65.1 16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 52.8 1 57.2 70.4 57.6 62.5 77.1 41-50 47.2 51.2 63.0 51,6 1 56.0 69.1 41-50 54.9 1 59.4 73.1 60.0 65.0 80.2 51-60 49.1 53.2 65.4 53.6 1 58.2 71.8 51-60 56.6 1 61.3 75.5 61.9 67.1 82.9 LOCATION MIAMI-DADE COUNTY LOCATION MIAMI-DADE COUNTY I EXAMPLE EXAMPLE GENERAL NOTES: 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS.WINDOWS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings.For building-30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building>•3,%• exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height,wichever is greater.Based on the'FBC- • HVHZ,use Exposure C when building is located in Exposure B • • 0000 •••••• 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30',open country snd grasslands."ihim •• C will apply when exposure D and B do not apply. •! • • • 6-EXPOSURE D(Section 28.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction far a dMMce greateAfflan • •••••• 5000 ft or 20 times the building height,whichever is greater 000000 . • • • 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be impact resistant glazing or protected with an Impact4si"nt oovehrW• •••••• 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH . • . • • • • 9-TOPOGRAPHIC FACTOR Kzt=1-(FLAT TERRAIN) • s ssssrrsewl/f•• • •' •• ••••• 10-DIRECTIONALITY FACTOR Kd=.85(Wind Directionality Factor) sss c• ••i• • •• ••r••• 11-TRIBUTARY AREA:10SQF 'sra �, OC•��1; •� • • 12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the ss Q ,..•�•�••� L� ••• •••••• Mean roof height,but not less than the larger of 4%of the least horizontal dimension or 3 ft. 0,• G F al.�a'•.,:�� : • i� • • No. {26Q9 � �• ...... ` °°` °u• PPMF Inc - STATE OF CA 32459 , 9715 West Broward Blvd.PMB 247 •:O�Fs-' 0 R•l•..... •'� ��, Plantation-Florida 33324 ••.• s/0 �� sssss zsi zo i !;I ' y� E-mail:PPMF@AOL.com ••i••••„NA�,'•ssss MEAN ROOF a<=BWxO.1 ora<=hxO.4 BW less or equal than BL DATE: 04/04/2018 a must not be less than PEDRO DE FIGUEIREDO-PE 52609 a=3 feet or a=0.04 x BW NOT VALID W/OUT SEAL 4/4/2018 r I E L 4 i'. MIAMI-DADE MIAMI-DADS COUNTY,FLORIDA 00 112hij 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.miamidede.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County 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 rDESC ON: Series"FD-5555"Outswing PVC French Door w/&w/o Sidelite and Transom-L.M.I. OVAL wm it e y Fren r a ",3heelsl through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 0000 in the materials, use, and/ or manufacture of the product or process.Misuse of thi4NO4 as an t lvg ement of any product, for sales,advertising or any other purposes shall automatically teriWtesthis NOA.Eailure to comply with any section of this NOA shall be cause for termination and removal"f•W4A. •• .•••:• ADVERTISEMENT: The NOA number preceded by the words Miam Dad Monty, Flofida, and....; followed by the expiration date may be displayed in advertising literature. If any�poi:ion ofahebOA i displayed,then it shall be done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user by 9 e�Ynanufacturer or its•••••• distributors and shall be available for inspection at the job site at the request of the rt€otgg Official • This NOA revises NOA No. I6-0126.04 and consists of this page 1 and evidence plages F~1,E-2,F.3 and E-4,as well as approval document mentioned above. •••••• The submitted documentation was reviewed by Manuel Perez,P.E. •.� • I� N A No. 17-0504.05 MIAMI DADS COUNTY e , j Expiration Date: Janna {2 JQ /�r7 Approval Date: December 14,2017 f Page 1 i t PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-0815.03) 2. Drawing No. MD-555.1, titled"Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a Series FD-5570/FD- 2770 PVC double entrance outswing doors,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-8717, dated 11/16/15, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0126.04) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC double entrance outswing doors,prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-8716, dated 11/12/15, signed and sealed by Idalmis Ortega,P.E. •.•• (Submitted under previous NOA No. 16-0126.04) ' . .... ...... 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per�'k TA5 j43-94 • 2) Large Missile Impact Test per FBC,TAS 201214' " ""'• 3) Cyclic Wind Pressure Loading per FBC, TA$�gl-94 •• along with marked-up drawings and installation diagram of a 34j"FD-5155/;x- ••••• 7700 PVC fixed sidelite,prepared by Fenestration Testing LabvraiDT, Inch, Test ..:..' Report No. FTL-8715, dated 11/05/15, signed and sealed by IdlInI N Ortega:?-E. .... • (Submitted under previous NOA No. 16-0126.04) '9"" 1 ' . . . . ...... Manuel P.E. Product Contr 1 Ea finer NOA Nok 17- 504.05 Expiration Date: January 23,2019 Approval Date: December 14,2017 E-1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 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 along with marked-up drawings and installation diagram of an outswing PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A.Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) 5. 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 an outswing Rigid PVC French door,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7371, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test, per FBC, TAS 202-94 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated 05/25/13, signed and sealed by Jorge A.Naya,Jr., P.E. (Submitted under NOA No. 13-0815.03) 7. 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 Rigid PVC fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7339, dated 05/23/13, signed and sealed by Jorge A.Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) •• . . .... ...... C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, coltip:Mg witif FBC 5"••'• Edition (2014), dated 03/30/15, prepared by inanufacturer,0 ' ed and s haled bi•... Anthony Lynn Miller,P.E. 000000 ' . .. ..... ...... .. ..... (Submitted under NOA No. 15-0409.03) • • . 2. Glazing complies with ASTM E1300-09 •• •• •••• •'•••• . . . . ...... Manuel Perez Product Control Exmine NOA No. 17- .05 Expiration Date: January 23,2019 Approval Date: December 14,2017 E-2 I { PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18 3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. (Submitted under NOA No. 15-0409.03) 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. (Submitted under NOA No. 15-0409.03) 5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their series "VE 2000 Tan 202 and lighter shades (Non—White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors"dated 01/23/14, expiring on 01/23/19. (Submitted under NDA No. 15-0409.03) 6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. (Submitted under NOA No. 15-0409.03) 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors"dated 12/29/11, expiring on 12/29/16. (Submitted under previous NDA No. 15-0409.03) ...... 8. Quanex Part Super Spacer Standard complying with *Ab' k C5 M Zhermal . Conductivity 0.881 BTU-in/ hr.-ft'-OF, ASTM F 1249 WVTRV&s, A FM•D39�•••• Oxygen Pass, ASTM E 2190 I.G. Durability-No Fog-Pass. •****' 0 .... (Submitted under NOA No. 13-0815.03) • .... . .. ..... 9. Quanex Part Duraseal complying with ASTM C518 Thermal.Gcnductivity 2.22 BTU-6%. in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434•A7rgen Perrnre*rce-Pass,-••;- ASTM E 2189 I.G. Durability-No Fog, ASTM E 546 Dew P11ACMvelopmLnt -20°F •. • ...... in 48 hrs. •••••• (Submitted under NOA No. 13-0815.03) Manuel ere P.E. Product Contr I Ex finer NOA N - 504.05 Expiration Date: January 23,2019 Approval Date: December 14,2017 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 10. Vision Extrusions,Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 13-0815.03) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under NDA No. 13-0815.03) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 6`h Edition (2017), dated 08/16/17, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 04/28/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338 and FTL-7339, all issued by Fenestration Testing Laboratory, Inc., dated 05/23/13 and 05/25/13, all signed and sealed by Jorge A.Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) G. OTHERS 1. Notice of Acceptance No. 16-0126.04, issued to PGT Industries, Inc. for their Series "FD-5555" Outswing PVC French Door w/ & w/o Sidelite and Transom - L.M.I., approved on 05/05/16 and expiring on 01/23/19. 9999 . . 9999 9999.. .. 9990 • 9990.. 9999.. 9999. . . 9999.. . .. 9999. •• 00 00.0 0909•0 9999.. • Manuel Per z,P. . Product Control E am' er NOA No. 17-0504.05 Expiration Date: January 23,2019 Approval Date: December 14,2017 E-4 SERIES FD-5555, DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT VINYL,REINFORCED,OUTSWING VARIES, RATED FOR LARGE&SMALL FRENCH DOOR&SIDELITE,7RANSOM(SLT/TR) SEE SHEETS 4&5 MISSILE IMPACT RESISTANCE TABLE 1: 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, Group Anchor Substrate Min.Edge Min. INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Distance Embedment 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. A 3/16"EIC°Udracon Ungrouted CMU,(ASTM C-90) 1' 1-1/4" Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. P.T.Southern Pine(SG=0.55) 1/2" 1-3/8" PRODUCT RGVISW MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS(CMU'S)OF #10 Steel SMS(135) Aluminum,6063-T5' 5/16" 0.063" .cplyirgwithme f9lrids NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN.1.9 KSI AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. #10 410 S.S.SMS Buitdmg Ccr1e #10 18-8 S.S.SMS Steel,A36' '5116" 0.063" qp t -Q5D "� 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2'THICK Steel Stud,A653 Gr.33' 5/16" 0.063" E r•I*m � ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO B P.T.Southern Pine(SG=0.55) 1/2" 1-3/8" ey SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE M i aducl DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 3116"EIC°Ultracon Grouted CMU,(ASTM C-90) 2-1/2" 2-1/4' RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. Concrete(min.2.85 ksi) 1" 1-3/8" 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT AT 3.4 KSI MIN. 1/4"EICO Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4' i; C)UPDATED TO FBC 2017, PER ASTM C7107,(DONE BY OTHERS). MAX.1/4"SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH P.T.Southern Pine(SG=0.55) 9/16" 13/8" ADDED SPACER DWGS., OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, #12 Steel SMS(135) Aluminum,606345' 3/8" 0.071" REVISED#22-JR-04110/17 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE #12 410 S.S.SMS AUTHORITY HAVING JURISDICTION,COMPLYING WITH THE FBC. #12 1"S.S.SMS Steel,A36' 3/8' 0.071" A653 Gr.33• 318" 0.071'(14 Ga) U 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT Steel Stud, W � th LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS SHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR P.T.Southern Pine(SG=0.55) 1' 13/8' LU CORNERS OF THE FRAME.EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY 114"EIC°Ultrecon Grouted CMU,(ASTM C-90) 2-1/2" 1 V4" Y FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE C iA r w INSTRUCTIONS. Concrete min.2.85 ksi) 1' 1.3/8' }n a1°a 0 Lo Concrete(min.3.35 ksi) 1' 13/4' 0 awa 4 H y m 7 MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE 1/4"EIC°410 S.S.CreteFleX 0 cD Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" J o y 0 SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE DOOR,SIDEUTE OR TRANSOM. P.T.Southern Pine(SG=0.55) 1' 1378" Z U. 1/4"Elco 18.8 S.S.Aggre-Gator Concrete(min.3.27 kst) 1-1/2" 13/8' 0 U_ °a uxo 8)DESIGN PRESSURES: co ll A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. —""-'-"'-"--'""'-"-""'-""--Urlgrotded-CAAU,..(ASTTuI. F_�Z1 c�a t a B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS 11 D 114"Elco fete PER ASTM E1300. TO"S. e1"tE1r'""'_. e' .39 Z C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. LL F 3 THREADS BEYOND THE METAL SUBSTRATE. Q 0 B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE TABLE 2: O 1aa45 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO Type Description W here Used: ® 0 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE # p LU to (INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE. Z 1 1-3/16"Lami.IG(1/8"T-11/16"Air-1/8'ANN-.DOW PVB-1/8"ANN) Door € U O Z 10)ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA INC.0 R VISION 2 13/18"Lami.IG(3/1("T-5/8'Air-178'ANN090*PVB-1/8"ANN) Door Q W Z a1°°5 EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 3 1-/16"Lami.IG(1/8"T-9/16'Air-3/16'ANN-.090'SG-3/16'ANN) Sidellte/Trensom 0Lo LL m 11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. 4 1-3116'Lami.IG(3/16'T-1/2'Air-3/16'ANN-.090"SG-3/18"ANN) Sidelite/Trensom W 5 1-/16'Lami.IG(1/8'T-9/16'Air-3116'ANN-.090"PVB-3/16"ANN) Sidelite/Transom Z 12)REFERENCES: W TEST REPORTS:F7L-7339,7371,8715,8716 8 8717 6 1-116"Lami.IG(3/16'T-112'Air-3/16'ANN-.090'PVB-3/18"ANN) Sldellte/Trensom > C7 NOA'S:ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOMS, ENERGI FENESTRATION SOLUTIONS USA INC.OR 7 7/16"Lami.(3/16"ANNI:.090'PVB-3/16"ANN) DoorlSidelite/Tfensom e9u xaC aauag VISION EXTRUSION,LTD.WHITE RIGID PVC NC�.VE LOQ,TAN 202 q�.�D LII HTE:SHADES NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED) 7 RI I IF, JOA.- • • • • •�• "ANN"=ANNEALED • • •• • i • • • 'T"=TEMPERED `��pr1Y LYN'Af F• • • • ••• • • "PVB'_.090'TROSIFOL®PVB INTERLAYER BY KURARAY AMERICA,INC. 13)THE 5555 SERIES IS ALSO KNOWN AS THE 565 SERI ' 'SG'_.090"SENTRYGLAS®INTERLAYER BY KURARAY AMERICA,INC. Materiel Min.Fx Min F. • •t 13UIDEtA SHEDS: • • •• SEE SHEET 3 FOR SPACER INFORMATION. \ N0.58706 Steel Screw 92 ksi 120 ksi GENERAL NOTES...........................1 *; ELEVATIONS...................................2 CODES I STANDARDS USED: 18$Screw 60 ksi 95 ksi GLAZING DETAILS..........................3 1 410 Screw 90 ksi 110 ksu ••• DESIir•PRiBiURES..........•........4-S •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION �) 1 O`& T• t!l Elco Aggre.Gator• 57 ksl 981di • - 'ANEHORS.........R..........._e......•.....••6 •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION Qom•.. T TTTEEE Elco UkraCm* 155 ksi 177 • Blink TI ft...............ik............♦9 •ASTM El 3OD-09 �OR10P.•''U,\�� i • ^,,,,••,,,R.,, QQ •• •ANSI/AFBPA NDS-2015 FOR WOOD CONSTRUCTION sSZONAL'•• 410 SS Elco CnAeFlex® 127.4 ksi 189.7*ksi •• FAR UsIISI�[PRQFILCS...........0..... 1 •ALUMINUM DESIGN MANUAL,ADM-2015 77 \\�� 6083T5Alurmmm 16 ksi 22 kst• • ART•S LL TYY'''..•.......'...... • /71111111\ A36 Steri 36 ksi 56 ksi CORNER DETAILS..........................11 •AISI S1,0-12 Gr.33 Steel Stud 1 33 ksi 45 ksi HARDWARE DETAILS.....................12 •AISC 360-10 A.LYNN MILLER,P.E. P.E.#58705 • • • • • • • • • • . • .•. . • • ••. • • • • • • • • • • 9OL99 9a'd '3"d'143111A NNAI'V .00 :• • • •• l• • • •• • • 'SNOIIVIIWIl 3ZIS'dOd 30N3a3d3a V SV SONIMVaO 3/109Y31-1r3Sn -ol Od 3lW NOIIIQ{^�lOvo HJ 3aj 9 ONISn SNOIlVanoIdNO0 lVNOIIIOOV(9 , "t101tlO Zy'•.,Jl% WOE WO-� wievisssim�lnira0 aLilS 3WVS 3H`NIHLIM a#10W Ep Alo S-IMI(INV S3lllS 301M a0 MOaaVN (9 `mN" 0 � NO NMOHS SING 9 31113alS NO 'SNOI-LV01lddV'MINOZMH N1.04 am vNo* nddV IVSLJW Ni w6 Ol a311W11 SI NOIIInW a000 H0N3aj(b _ + MOaaVN(INV NMOHS Sllva 301M HON 31VaVd3S 33S'S3dAl Nomm a3H10ONISn 3191SSOd 39 AVW NMOHS lON SNOIIVanOIjNOJ 03llnW(£ S3lIlS MOLIMdN) aNV 531115 341M) 'VON SIHI aid SNOIIInW NOOO HON3ad.L ONVONV1S 3HV NMOHS SNOIIInW(Z 03NVHl013139AVWS2003JNIS LNOIWNOIInW BOL94'O►1 1 •• • • • •• 000 •• S310N �. 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GLASS STACK I - AKGLASS ED GLASS STACK -I I STACK CLASS ED GLASS STACK LAMINATED S STACK SILICONE GLASS ST 61/8"ANNEALED GLASS —q/8"ANNEALED GLASS 3/16"ANNEALED GLASS 11It6"AIRSPACE 5/8"AIRSPACE pyp"PVB SG 9/t6"AIRSPACE .080 STRUCTURAL .-1/4"NOM. -oeo"Pv6 POLYISOBUTYLENE WITH DESICCANT 1/8"ANN ALED GLASS ~ 1/8"ANNEALED GLASS - 3/16" EALED GLASS PROI3UC'T REVISED 1/8"TEMPERED GLASS 3/16'TEMPERED GLASS L 1/8•TEMPERED GLASS,_. EXT.GLASS KODISPACE a,cmpiyi+�g rdtb Wa Fwrib 37 . DuwFdmgCo3e � "O 11/16 t4 4SG TPS AcsePtanca No o EXTERIOR 14 Q 11/16" EXTERIOR �4 EXTERIOR 11/16' Expiration Dat 1 3 GLASS BITE 3 GLASS BITE 3 D GLASS BITE 3 BV Miam ada 37 3ga 42 37 38 39 40 42 37 38 39 40 42 INT.GLASS 4, 4 41 GLASS TYPE —HOT-MELT BUTYL 'N C)ADDED SPACER DRAWINGS- GLASS TYPE 1 GLASS TYPE 3 JR-04/10/17 STRUCTURAL � USED IN TY ONLY USED IN DOOR ONLY TYP.WIDE FRAME GLAZING SILICONE a DETAIL,NARROW FRAME SIMILAR FOAM 3/16"NOM. WITH U 1-3/18"NOM. � J - 1-3/16"NOM. _._..._.__�.__._._._ 1-3/16'NOM. DESICCANT ; naa SUPER GLASS STACK I I 7/16"LAMINATED GLASS STACK 7/16"LAMINATED GLASS STACK 7/16•LAMINATED EXT.GLASS SPACERS o `� GLASS SACK GLASS STACK GLASS STACK 310 3116"ANNEALED GLASS —3/16"ANNEALED GLASS X3/16"ANNEALED GLASS NXTTm 2I1j Lo 1/2^AIRSPACE OJ �¢ 0 14/•AIRSPACE .090"SG 9118"AIRSPACE �.pgp^pV6 i.pgp•pVB 1/8"TEMPERED GLASS 3/16"TEMPERED GLASS 3/16'AN EALED GLASS \` 33/16EALED GLASS 3/16"AN EALED GLASS INT.GLASS Z LL co go 3/16'TEMPERED GLASS U U ®2 150 14 EXTERIOR 14 11/16" EXTERIOR 14 11118" H LU LU EXTERIOR O GLASS BITE a GLASS BITE GLASS BITE ' ALUMINUM I J N 4 C4 D 3 REINFORCEMENT O Z u •- �r' LL 37 38 39 40 �LJ 37 38 39 40 LJ uLJ 37 38 39 40 42 O 5/16"NOMZ- a 0 C7 42 1 42 41 BUTYL T DESICCANT O 7aav5 41 41 ® co GLASS TYPE 4 GLASS TYPE 5 GLASS TYPE 6 EXT. O DURASEALFOAMO = a z TYP.NARROW FRAME GLAZING TYP.NARROW FRAME GLAZING TYP-WIDE FRAME GLAZING DETAIL,WIDE FRAME SIMILAR. DETAIL,WIDE FRAME SIMILAR. DETAIL,NARROW FRAME SIMILAR SPACER < w O Z Lo 7N6"LAMINATED "PVB"=.090"TROSIFOLO PVB BY KURARAY AMERICA,INC. GLASS STACK INT.GLASS w >- u? "SG"=.090"SENTRYGLASO INTERLAYER BY KURARAY AMERICA,INC. u Z p 3/16•ANNEALED GLASS 5; U' LL /.090"PVB apposa0 sauag 33/1EALED GLASS �` GNY........ LYNry • ••• • • • • •• POLYISO- DESICCANT FILL AREA ,•• �i • • O • • • • • BUTYLENE 5/16"NOM. �`�� •UCENS�c 27 • •• • • • • • SEAL • ••11166'• • • ••• • SILICONE SEAL •• GbASO BITE • • • • • ROLL-FORMED * NO.58705 3 •• • • • •• STAINLESS STEE _XL EDGE ;� EXTERIOR 42 a W.GLASS SPACER ;0 .• 'TA OF • • • . • • ''•s/O Ell. GLASStYPE.•/ • �•• •� • •• • • NAL1`111 USED IN DOOR,(SHOWN) • • • • • • • INT.GLASS 8 SIDELITE/TRANStM • • ••• • REFERENCE TEST REPORTS:FTL-8717,8968&8970 A.LYNN MILLER,P.E. P-E.#66706 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION M4'O.C.MIN., (0 10) (xIo xx o1x x�x, o�XIO,x�O�x,o� 1o, ETC) SEE TABLE 4, -- SEE MULLION CLUSTER SEE MULLION CLUSTER THIS SHEET, DETAIL BELOW DETAIL BELOW 'MAX ASTRAGAL 4 4-MAX. FOR QUANTITY, // \`\\ _,CLU STER- SEE TABLE 1, ! ATTACH DOORS AND SHEET 1 FOR SIDELITES TO THE 9-10 9"MAX. 9-1/2" 1777--1TYPE i MULLION AS PER PRODUCT REViSBD MAX. r MAX. r -1 I 1� THE INSTRUCTION 7 - as—plyingwabtha Riede �• •\ Uuit p Cade ueePrml I I S INDIVIDUAL I '\ Aallo DOOR DOOR OR SIDELITE I .—T—Date CENTERED 1 i .� I WEEN CENTERED l BHI ES BETWEEN HINGES I 1 / \ j 1 i 96"MAX. T+fi .i ade i SEE I SEE I I 1 TA VLERTTCAL MULLION I LENGTMULLION NOTE 11 12'O.C. NOTE 1 I 1 1 / MAX. LOCK CENTERED 1 / 1 DESIGN PRESSURE I VERTICAL CENTERED 1 I I 1 I I / APPLICATIONS \ BETWEEN 1 I \ I 1SEE I -1-70.0 PSF i i H C)NO CHANGES THIS SHEET BETWEEN HINGES '\ HINGES 1 i I NOTE 1 1 I I I JR-04/11/17 1 \ / I 1 I I•. K 1 I I SIDELITE SIDELITE SIDELITE DOOR LI 10-1/2' t- 10-1/2• _j C) MAX. FEI 9'MAX. MAX .�- ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS j ;i ANC TS ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD uW. ' Y c- �� MAX. }n �� slop yj -_._�AMEAS..HEtW. MAX.XX (USING ASTRAGAL) s 6^ , (9 N z I13 1"MULLION �t'MULLION v �i y u�0 Ei t�__ __....---..._.._._._....._._._........._..._._._._....- / MAXFw, \ // MAX \ 0 1 ��a Q p `--- 4"O.C.MIN. 6" 4"O.C.MIN. 4"O.C.MIN. � 4"O.C.MIN. Q-I d �' �^TABLE 4: ! 1 \ Z <O 'oTABLE 3: 1F.E-",' 1 / S aXX Door:Astragal Cluster Anchors Raqulmd .t X a XX Door'.Design Pm—. Head&SDI I SEE TABLE 6, I I SEE TABLE 6, 0 c --- THIS SHEET, W— < � .aNTHIS SHEET, /s"lype T - Door Width(,. FOR ANCHOR \ SIDE- DOOR/ FORANCHOR o WJpMp .. ....., ...._..__ \ / QUANTITY.SEE r� r--70.0 PSF Glass ypes 2 6 48 60 72 76 QUANTITY,SEE� LITE � LITE � TABLEi,SHEET Q 01 �TABLE1,SHEET Z_.____..�. � 1 FOR TYPE ZQ U1 FOR TYPE �� 4<0 mmmE � 2 uQ i:' Q ce a a x (0 < a C0 O TABLE 6: 4 4 5 4 5 4 4 Anchors Requlmd Tor s VaA1 al Mullion(rich mullion and) FOR'OIXXIO" ® QQ W laagg 4 5 4 8 !4 8 S 4 Daorwflldelle/Transom Width h0 AND SIMILAR L.1 j F -__ 12 24 32 38-34 40 CONFIGURATIONS Z Z u CONTAININGA j Z Mullion m m o�o d.co ❑ ❑ ❑ DOUBLE DOOR Q W a a!oaS TRANSOM-TO-DOOR(X/O)ORTRANSOM-TO-SIDELITE(O/O) Itel2s ?= g= g a (XX),USE o LL a6n) a e $ ee ` , 2 ONLY HALF OF LL z MULLION ATTACHMENT&INSTALLATION DWA `z 1 z i `3 2 1 WA WA WA THE FRAME W >- ,'s 80WIDTH OF THE v 1 ATTACH DOORS, _ SLT/iR 1 2 1 2 2 1 9 2 1 3 2 1 Z W LL Door WA 2 1 9 2 t 3 3 2 WA WA WA DOUBLE DOOR j LL SIDELITES& 90 WHEN USING ap!1 �sap sava5 TRANSOMS TO THE SLTrtR t 2 1 3 2 1 3 3 2 3 3 2 THIS TABLE. MULLION AS PER THE INSTRUCTION•• • • •. • • • /•• 1"MULLION ,O"'""QNY LYNN \ INSTRUCTIONS: OF THE INDIVIDUAY (RA•ISQM • `• 6" \HORIZONTAL 1 DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIXANCHORS..SEE TABLE 1,SHEET 1,FOR •.••' Mi PRODUCE -- • 1• MAX. 11 MULLION ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH1,10ENSR •• • • • 1 APPLICATIONS HINGE LOCATION(RECOMMENDED#10 FLATHEAD SMS OR 3/16'FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). •• • • • '•• 9-112• ALWAYS REQUIRE 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR _* NO.58705 —/ MAX. / TWO(2)ANCHORS EXAMPLE.ON AN"XIO"CONFIGURATION,THE DP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE TABLE 7: DOOR OR _ (TYPE A-D)AT EACH DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY, - HORIZONTAL MULLION SIDELITE \� MULLION END. jJ•' WATE �wz DESIGN PRESSURE • ,=! NOTES Q •�� • •• •• •• / 1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. +1.70.0 PSF • • • • • •� 2)MULLIONS SHOWN ARE STANDARD 1•FRENCH DOOR MULLIONS. i FS '•.tORID�•,•••G\�� 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE HOA. ��;s ONAL • • • • • 40"•IAX.W)PLIOR LENGTH IN HORIZONTAL APPLICATIONS. 7 ` �� • • • • • •f RANSOMS HID&THAN 40-WILL REQUIRE ADDITIONAL THE LOWEST COMPONENT OP IS TO BE THE OVERALL ASSEMBLY DP. �!///1 l l l t 11111 • • STRUCILIZEbR DA)E-APPROVED MULLION BETWEEN 4)FRENCH DOOR MULLION IS LIMITED TO 96'IN VERTICAL APPLICATIONS AND 40"IN HORIZONTAL APPLICATIONS. TRANSOM AND DOOR/SIDELITE. 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. A.LYNN MILLER,P.E. 6)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P-E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLES: Sldellte/Tramom Design Pressure(+/-,pA)1or Glass Type&334 SIDELITE/TRANSOM INSTALLATION(0) Long Side(in) 63.3118 885/8 1 68 70 72 76 1 78 1 R 11,M148888 92 96 98 104 108 111 24 +I-70 +/-70 +1-70 +1-70 r1-70 +1-10 +1-70 +/-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +1-70 28"O.C.MAX. 23-112"O.C.MAX. 26 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 *l-70 +!•70 +l-70 +1-70 +/-70 +1-70 +/-70 +1-70 IF SHORT SIDE IS IF SHORT SIDE IS 32 +1-70 +1-70 +l-70 +l-70 +/-70 +/-70 +/-70 +/-70 +l-70 t/-70 r1-70 r/-70 +/-70 +/-70 +/-70 40'OR LESS --_- OVER 40" 36 +1-70 +1-70 +l-70 +l-70 +/-70 +/-70 +1.70 +1-70 +1-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 PRODUCTREVISED 38-3!4 +1-70 +1-70 +/-70 +/-70 +1-70 +l-70 +1.70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 ------ - eaa`plying wi1111Ua FtNtde40 +/-70 +/-70 t1-70 +/-70 +1-70 +/-70 +1-70 +l-70 +l-70 +/-70 +1.70 +1-70 +/-70 +/-70 +/-70 r EVi,mi , atSEE TABLE 10, Eapirelia�Dale42 +/-70 +1-70 +/-70 +170 +170 +1-70 +1-70 +l-70 +/-70 +/-70 +/-70 +J-69.6 +188.5 28"O.C.MAX. I I SHEET 6 FORIF LONG SIDE ISIANCHOR44 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +l-70 +/-70 +/69.8 +/88.6 +/67.7 +/$7.3 By +/-70 +1-70 +1-70 +/-70 +1-70 +/-70 +1.70 +1-69.4 +/-67.6 +1.66.5 +165.6 40'OR LESS I I QUANTITY,SEEIN9i � I I I I TABLE1,SHEET1 In 48 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +/-69.1 +/-67.6 +165.8 +164.7 IFOR ANCHOR +l-70 a1-70 +/-70 +1-70 +/-70 +/-68.4 +/.67.8 +1-66 +/84.1 TYPE. rn 52 +/-70 +/-70 +1-70 +/-70 +/-69.1 +/-67.1 +/86.2 +1-64.6 +/-83.9 C)NO CHANGES THIS SHEET 54 +/-70 +1-70 +1-70 +1-69.2 +1-68 +/-65,9 +1-65 +/63.4 JR-04I10I17 23-1/2'O.C.MAX. I 56 +1-70 +1-70 +/89.7 +188.3 +1-87.1 +1-64.9 +/-63.9 IF LONG SIDE IS I I +188.3 +/$4 OVER 40" 1 t 58 +/-70 +/-70 +1-69 +/87.8 � I- 60 +1-70 +/89.6 +/-68.5 +l-67 .1-65.8 R 12'MAX(LONG SIDE) ^a ___ ____ 62 +/-70 +789.2 +188 + w N Y 2 w 633/18 +/-70 +189.1 +/-67.9 +1-66.2 6'MAX. --------------- -- -----J p ecu O 86{!8 +!89.1 +!88.9 (SHORT SIDE) �- C,4 g a1°0 O SDE STILES AND WIDE AND WIDE Ow O RAILS SHOWN ON SIDE TIES) i J p0 a» O ZLL 8 p -� V W O OR B U F ,°o TABLE 9: Lu� S2< JMO SideliteITronsom Design Pressure.Pg for Glass Types 5.6 3 7 o I 1- 28'O.C.MAX. 23-112'O.C.MAX. Long Side(in) IF SHORT SIDE IS IF SHORT SIDE IS Z a U) LL 633/16 66-518 66 70 72 76 78 82 84 88 92 96 98 104 108 111 40"OR LESS7 - OVER 40" Q LoO 24 +/-7O +/-70 +1.70 +1-70 +1-70 +/-70 +/-70 +1.70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 - --- ---- 28 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 0 N ------ - ® '& 00 W lar��s 32 +/-70 +/-70 +1-70 +J-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +J-70 +/-70 +1-70 +1-70 J+1-7 /-70 +/_70 +1-70 +J-70 +/-70 +l-70 +I-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 I SEE TABLE 10. ' O O. FO-• 28'O.C.MAX. SHEET 6 FOR V O Z /-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/69.9 +f69 +/68.3 +/67.9 IF LONG SIDE IS I 1 ANCHOR IOLI /-70 +1-70 +1-70 +1-70 +/-70 +!70 +1-70 +/69.8 +189.3 +!68.3 +/67.4 +166] +/66.3 40"OR LESS I I QUANTITY,SEE ¢ W I I TABLE 1,SHEET 1 O w Z L l-70 +/-70 +1-70 +/-70 +/-70 +/69.5 +188.8 +/67.6 +167 +/66 +/85.1 �i I / I FOR ANCHOR F u1 5 /-70 +l-70 +/-70 +1-70 +!69.1 +167.5 +186.8 +185.6 +I65 +/647VPE. y u�1 t5 Z 1-70 +/-70 +1�.4 +168.474 +/85.8 +165.1 +/83,8 +/63.2O/-70 +/68.8 +168 +186.9 +/66 +/84.3 +/63.5 +/62.2 23-112"O.C.MAX. '�sep69.9 +167.6 +166.8 +165.7 +/64.7 +182.9 +/82.1 IF LONG SIDE IS169 +/66.6 0+}65.9 4/686 •+163 + 1. OVER 40" � ��\'40'LYNN 168.3 +/85.7 +/64.8 •J-63.6s•+/-6¢.6 • • • I ,.........,M_ --------------- ,67.7 +/65 4!64.1 I 8 • �l12'MAX(LONG SIDE)167.3 +164.5 •�163.i • •• • • • •• 6' f- JNo.58705(SHORT SIDE)1-67/66.9 (NARROW STILES AND NARROW A•'. "/ �,() 17- RAILS �- �_- + RAILS SHOWN ON SIDELITES) Q _ TATE OF (V� 633116 188.8 0 1 Seel Ol• •• T •. 00 0• • • •. • • . . �'// 'oNAL N . . NOTES: • • •• • • • • /71!1 11111111`` 1)NARROW OR WIDE STILES&ND RAID MAYBE MINED WITHIN THE SMTP SIDEL11b TRANSOM OR MULLED ASSEMBLY. 2)SIDELITE/TRANSOM MAY BE A SINGLE,STAND-ALONE UNIT. A.LYNN MILLER,P.E. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E.R 58705 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• • • TABLE 10: Sldelfte/Trensom Anchor Quantity Long Side(in) 633/16 66-518 68 70 72 76 78 82 84 88 96 1D4 108 111 4 4 4 4 4 m 4 4 4 4 4 m 4 4 m m m m m m m m m m m m m m m v m m a a a a a a a a a a a a a a m a a a Sgn lia bna ba Egn = � gn "d cng gn tii gni i`4a a � '� oa g � � � � i? RODICIREVI6ED a a a C0 c0 C2 a C0 c0 C2 a_C1_ C7 a(2 c2 C0 C7 a[7 a(7 ¢C7 c0 ¢C7 a t9 c0 a L7 a C2 a ¢ a a as complying w�da the Fletida Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Building Coto 24 Long Side 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 6 5 5 6 6 6 6 Exon—No Ezpimtioo Dale fall 28 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Long Side 4 4 4 4 4 4 4 4 4 4 5 4 5 4 5 4 5 5 5 5 6 5 6 5 6 5 6 5 5 7 6 7 6 BY Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mi 32 Long Side 4 4 4 4 4 4 4 4 5 4 5 4 5 4 5 4 6 5 6 5 6 5 6 5 7 5 7 5 5 7 6 8 6 Shat Side 2 2 2 212 2 212 2 2 2 2 2 2 212 2 2 2 2 2 212 2 2 2 2 2 2 2 22 2 38 Long Side 2 4 5 4 5 4 5 4 5 4 5 4 5 4 6 4 6 5 6 5 7 5 7 5 7 5 B 5 5 7 6 8 6 383!4 Shart Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 °C)NO CHANGES THIS SHEET Long Side 4 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 6 5 7 5 7 5 7 5 8 5 8 5 5 8 6 9 6 JR-04/10117 40 Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 Lap Side 4 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 6 5 7 5 7 5 8 5 8 5 8 5 5 9 6 9 6 42 Shat Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 U Long Side 5 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 7 5 7 5 7 5 B 5 B 5 B 6 5 ay Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 44 Long Side 5 4 5 4 5 4 5 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 8 5 8 5 0 .- Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 } = al°0 0 Long Side 5 4 5 4 5 4 6 4 6 4 8 4 6 4 7 4 7 5 7 5 7 5 8 5 0 a N a Shat Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 J i? 0 rn Long Side 5 4 5 4 5 4 6 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 Z Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 =W p As rn Lap Side 5 4 5 4 5 4 8 4 6 4 6 4 6 '4 7 4 7 5 7 5 W U z i � °'"OJo -°N 52 Shat Side 4 3 4 3 4 3 4 3 4 3 3 3 3 3 3 3 3 3 0 W U 9M0 Long Side 5 4 5 4 6 4 6 4 6 4 6 4 6 4 7 4 7 5 > v y N Short Side 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Z m c� .Q _W LL Long Side 5 4 5 4 6 4 6 4 6 4 6 4 6 4 7 4 F- 56 Short Side 4 3 4 3 4 3 4 3 4 3 4 3 4 3 a ~ O 54 Z Lap Side 5 4 6 4 6 4 6 4 6 4 6 4 6 4 Short Side 4 3 4 3 4 3 4 3 4 3 4 3 ® QO 0 +'av5 58 Lore Side 5 4 6 4 6 4 6 4 6 4 6 4 u jr to 60 Short Side 5 4 5 4 5 4 4 4 4 4 = = O Z Lap Side 5 4 8 4 6 4 6 4 6 4 ~ U ai°'S Short Side 5 4 5 4 5 4 5 4 W Z Long Side 5 4 6 4 6 4 6 4 O LL of a L331 Shat Side 5 4 5 4 5 4 } F kfi Long Side 5 4 6 4 6 4 #= U) Sha!Side 5 4 6 4 Long Side 6 4 6 4 aul as saua5 Y LYNiy�7j�% •• ••• • • • • • •• •• ••• •• • • • •• =*; No.58705 G 4CI: • • • • • • % tis ORIO•,. G\ NOTES: !III t • • • • • • • 1)NARROW OR WIDE STILESVt RAID MAY BE MIM• ED WITHIN THE SAI1iSIDELITt71RANSOM OR MULLED ASSEMBLY. !! 2)SIDELITErrRANSOM MAY BE A SINGLE,STAND-ALONE UNIT. A.LYNN MILLER,P.E. j 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E.#58705 ------------ Or 0:0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EMBEDMENT 1/4' INSTALLATION 23 SHIM OPTION 1 SHIM INSTALLATION ANCHORS •EDGELuul))� t6 INTO 2X WOOD. 13 DISTANCE 1 687 8 TYP.ANCHOR TYPE, 3 EMBEDMENT AND 71, 33 33 PRODUCT REVISED EDGE DISTANCE PER SUBSTRATE,SEE B.1disC a TABLE 1,SHEET 1. A—p= No F.. irelion Date jq 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE.MIN.#10 - FLATHEAD SMS,SEE TABLE 1,SHEET 1. 72 5 EXTERIOR 14 15 B .� 8 47 48 53 „C)NO CHANGES THIS SHEET 28 h JR•04/10117 2X WOOD BUCKSTRIP 70 DETAIL EXTERIOR 19 U OR FRAMING,SEE ALSO SEE BELOW W i NOTE 2,THIS SHEEP .. DETAIL 6k > "aa Y TYP.ANCHOR TYPE,EMBEDMENT � 4) AND EDGE DISTANCE PER N aloe 0 SUBSTRATE,SEE TABLE 1,SHEET 1. _ O p Lo TYP.ANCHOR TYPE.EMBEDMENT AND AVOID INTERFERENCE WITH O u1 EDGE DISTANCE PER SUBSTRATE,SEE OPPOSING ANCHOR BY CHOOSING 18 TYP.ANCHOR TYPE, i TABLE 1,SHEET 1. THE CORRECT LENGTH OR TYP.ANCHOR TYPE, EMBEDMENTAND Z Ico L 114° STAGGERING LOCATIONS. EMBEDMENT AND EDGE EDGE DISTANCE PER =LL 7 o rc �g EMBEDMENT 23 DISTANCE PER SUBSTRATE, 16 SUBSTRATE,SEE U U G • u p MAX 23 23 10 SEE TABLE 1,SHEET 1. 23 10 TABLE 1,SHEET 1. o W u< "` 0 �M0 ' SHIM ' O m N DISTANCE a EDGE 16 Int/ 1 ANCHOR PER HINGE TO BE I�hll r Z v W THROUGH SUBSTRATE.MIN. I r O LL 1 Ilfl #10 FLATHEAD SMS WITH U Z O 1 MIN.3 THREADS BEYOND r INSTALLATION 2s METAL SUBSTRATE. A 23 ® O 1aaVs OPTION 2 41 71 o co INSTALLATION q = Z Z ANCHORS DIRECTLY _ _ Z U INTO MASONRY. �f Q W al°Js - � a LL 5 > Q 1.1 Z to O j Z LL 26 4 72 O -Ml asa0 sauaS EXTERIOR EXTERIOR •'j ••• • • • • •• 32 70 V .�' NY LYN/V 7�� • • • • •� • • v FRENCH DOOR MULLION 18 _ �/ �� .••"" / • •• • • • • • EXTERIOR \ ��•. V10EN,"•,�� i •l ANCHOI•PE�HII•GE<OBETNROSGH •• DETAIL�I DETAILnJJ ? ?:' DETAIL A MU STRAVE.MIN.!/16•FL/RFiE1AD •• — _* No.58705 P ALSO SEE ABOVE ••ULTFdk",SE�IABLE*SHELpf 1. _ *_ INSTALLATION NOTES: • • 'A� SATE 17- 1)USE ONLY SUBSTRATE-APPROPRI ANCHOR tlfttf&:ABLE 1•SliWT j.F-LOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON �(� '•.;�L ORID>•. •\�� ANY SIDE OF THE DOOR,SI L OR NSOM. 2)WOOD BUCKS DOOR,EDI� ISS ENT;:AVE EV&S WWOSE"ALOWHIINESS IS LESS THAN 1-112'.IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO / CSG MASONRY.WOOD BUCKS DWICjED AVjr ARE 6,1/26THICK OR GREATER•INSWAL04TION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE '�/,ZONAL IE AUTHORITY HAVING JURISDICVON. • • • 000 • 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. A.LYNN MILLER,P.E. 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. P.E.#68706 i • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • 1 I TYP.ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE -OPTION Q MAX1A € DISTANCE PER SUBSTRATE, ' 4 23 10 18 23 SEE TABLE 1,SHEET 1, INSTALLATION ANCHORS SHIM DIRECTLY INTO METAL. EDGE 1 ANCHOR PER HINGE TO BE DISTANCE 16 THROUGH SUBSTRATE.MIN. _ #10 FLATHEAD SMS WITH 67 1 MIN.3 THREADS BEYOND p00R METAL SUBSTRATE. VISIBLE LIGHT 29 — 5 WIDTH(DLO) 7 233 PRODUCT REVISED 33 71 a.,complying with the F10" _ TYP.ANCHOR 9adiug Code j TYPE,EMBEDMENT Arxept-.No! •� a AND EDGE E'pi bete j/ DISTANCE PER SUBSTRATE,SEE BY_' t arrtF,�q TABLE 1,SHEET 1. Mieml ed+ D C � 52 EXTERIOR 3 31 72 48 „C)NO CHANGES THIS SHEET EXTERIOR ,+ y 47 'JR-04/70!17 1"FRENCH DOOR MULLION - 7770 V - 2D 28 p 18 MIAMI-DADE APPROVED DETAIL DD MULLION(SEE SEPERATE { NOA),ALUMINUM,STEEL M U [ DETAIL FRAMING OR STEEL STUD. Of W Y INSTALLATION OPTION 3 DOOR FRAME WIDTH A alo0 3 r; INSTALLATION ANCHORS THROUGH TYP.ANCHOR TYPE,EMBEDMENT O N in TYP.ANCHOR TYPE,EMBEDMENT AND EDGE ��' � 1X BUCKSTRIP INTO MASONRY. DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET AND EDGE DISTANCE PER 0 a�o. O p 1.AVOID INTERFERENCE WITH OPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1. O J p `n 2 EMBEDMENT TYP.ANCHOR TYPE, 1g 23 ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT z LL t0 S2 '. 1l4' EMBEDMENTAND OR STAGGERING LOCATIONS. A Lu U • uMmO MAX' EDGE DISTANCE PER y Mme' 23 W Z _ 'oN I SHIM 23 SUBSTRATE,SEE 23 10 EDGE SHIM ~o W Umu EDGE - TABLE 1,SHEET 1. DISTANCE p> a J vDISTANCE Z H LLO Q op 1 of TYP.ANCHOR '• $ O 1aa4S TYPE. 31 29 5 33 41 ® m co EMBEDMENT �- Z Z AND EDGE \ (.5 O DISTANCE - Q W F elo�s PER LLLJJJ LL 1 SUBSTRATE, n O LL J SEE TABLE 1, - _J Q SHEET 1. -- w >- F . - 31) EXTERIOR 4 EXTERIOR apl 'sad sauag CONCRETE/CMU 3 R PER ANCHOR • v •s ,I�� I REQUIREMENT ° 1X•YOOD• • • • • • • CONCRETEICMU 32 V �� NY LYN/y EXTERIOR BIPCKSTRIP, • • •SIQELIsE/TBANsOM FRAME WIDTH PER ANCHOR --•• SLS NOTE 2, 18 REQUIREMENT ovr `\��O' CEN$F �� THIS•SVEET-•• • • y • ••• • DETAIL�c INSTALLATION • DETAIL • • • • DETAIL OPTION 2 •• ••• —-i•— • • •• INSTALLATION ANCHORS Z*: No.58705 DIRECTLY INTO MASONRY. INSTALLATION NOTES: -�) ZATE �1)USE ONLY SUBSTRATE-APPNOPRWRII ANCHORS lI9TEC MM91'ABLE 1-OSET 1.F%LOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAYBE USED ON �0,�'., F ANY SIDE OF THE DOOR,SIC�LIIE OR 1IkANSOM.• '•; ORIOp`. \� -2)WOOD BUCKS DEPICTED @N 1%IS SF ETA •1j,T�F�E ByCICS WFjOS� JAL=HIC=W ESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO �ONAL MASONRY.WOOD BUCKS DF � D A 7�("A E 1/2•TH K G EATE .JNSjALI�TION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE 77/711 I I I 1111111 AUTHORITY HAVING JURISDI • • • 000 • 3)FOR ATTACHMENT TO MET :THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM, A.LYNN MILLER,P.E. P.E.It 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH i 1X BUCKSTRIP INTO MASONRY. EDGE 1X BUCKSTRIP INTO 2X WOOD. EDGE DISTANCE DISTANCE s 2X WOOD Q CONCRETE - a a BUCKSTRIP 4 32 16 PER ANCHOR a OR FRAMING, EMBEDMENT REQUIREMENT EMBEDMENT SEE NOTE 2, /—� y 1 THIS SHEET 1 1XWOOD -• �� PRODUCT REVISED 23 23 IX NOTE 2g THIS SHHEET.EE ase mplying with the FIDrids BUCKSTRIP,SEE -�� NOTE 2;THIS SHEET. ' - 1/4"MAX SHIM A—pt g Co6a c tl4"MAX SHIM 17 A�cepL•aeu No -0 OJ� 25 OPT Expiraticw Datz l� 18 23 Rr n 1 J Minim 1107 Pro&.A 10 18 I TYP.ANCHOR TYP.ANCHOR TYPE,EMBEDMENT TYPE,EMBEDMENT AND EDGE AND EDGE CREVI.ED#22-JR-34/10/17 f \ I 29 DISTANCE PER DISTANCE PER TY P.ANCHOR TYPE, jl SUBSTRATE,SEE SUBSTRATE,SEE EMBEDMENT AND EDGE TT SEE FLUSHBOLT TABLE 1,SHEET 1. 31 TABLE 1,SHEET 1. DISTANCE PER SUBSTRATE, I DETAIL,SHEET 12 U SEE TABLE 1,SHEET 1.AVOID I I i m INTERFERENCE WITH I I ^aa OPPOSING ANCHOR BY j 8 3 a, f° N N CHOOSING THE CORRECT I I pc LENGTH OR STAGGERINGI I DETAIL�I e >- `/°a p U) LOCATIONS. 17 (9.a °� y EXTERIOR DETAIL 0 J o o O 33 Z LL m a X— ; SIDELRE/ W( TRANSOM Woma R 14 15 WINDOW FRAME Jcli VISIBLE LIGHT VISIBLE LIGHT HEIGHT o Z rn to DETAILnHH HEIGHT(DLO) / HEIGHT(DLO) Z O 1 of Q rn DOOR 41 / 33 8 O r ays FRAME ® O HEIGHT ' = m EXTERIOR _ f U 0 Z QdjO�S INSTALLATION NOTES' � a W LL EXTERIOR i i DETAIL�J DETAIL � J¢ in 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON I to TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE L) Z �' LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON I INSTALLATION TYP.ANCHOR Z LL ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. I I TYPE,EMBEDMENT I I OPTION 2 AND EDGE aptosaa sa/ieg INSTALLATION DISTANCE PER 2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE fiT BUCKS WHOSE TOTAL THICKNESS 16 LL46SlNAMI-12'.1X• • •INSTALLATION I I I ANCHORS DIRECTLY 29 SUBSTRATE,SEE �x LYN WOOD BUCKS ARE OPTIONAL I'UNIT CAN BC IN�fjlx*,AR ED • •OPT—� ION'I j 22 23 TYP.ANCHOR INTO MASONRY. TABLE 1,SHEET 1. ;��ON'•CEN M!�� % DIRECTLY TO MASONRY.WOO�BUCKS D TE ••lbSTALIWTION ANCHORS TYPE,EMBEDMENT 1-1/2"THICK OR GREATER.INST TION H TFV • • INTORXWOOD. _ AND EDGE il4'MAX.SHIM OROF WOOD BUCKS TO BE ENGIN) D BA ER S • • • •• (24 DISTANCE PER 1 3.4 KSI NOW SHRINK, * NO.58705 APPROVED BY THE AUTHORITY HAVING JURISDICTION. \ ^1„�- SUBSTRATE,SEE 23 NON�AETALLIC _ 2 �IJD TABLE I,SHEET I. GROUT FULL - _- 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER _ LENGTH .• - SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE••• • NS'iTH 1/4"MAX.SHIM -- ��O STATE ��; _ FRAME OF THE DOOR,SIDEL11EOR 1 F�RSOM. • • • •FULL�C ` 4)IF APPLICABLE,LOWESTbESTGN PFtSSUV-F�DMJ)OW, • •• • • - ! EMBEDMENT CONCRETE PER - -a EMBEDMENTZONAL�C�\x� SIDELITE,TRANSOM OR MI4L GN APPJOW TO THi wwL6F • 2X WOODBUOICSTRIP ANCHOR '111111 NAL...... SYSTEM. • • • • OstOMMINO.SEE �� i� _� REQUIREMENT NOTE 2,THIS SHEET J EDGE DISTANCE A.LYNN EMIL LER,P.E. EDGE DISTANCE —�— • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• 9 • • 040 • • a.azz• �- 2.281' 4.565'. T .582• 0Q j3.925" } 1.45T' I � 075" .500" i .075" ❑ . .187' .312" 1.750' ll 1.375' 1.000^ o�J�� 1 O SIDELITE ADAPTER U 1 "RODUCf RBVISEO as mmQlying wiH'.tM fkri9a #20003,Rigid PVC B.ulding Code FRAME HEAD&JAMB O FRAME SILL O PANEL RAIL&STILE ncpi ti-DA-NO rI'o OA.D5 � urp��>,+1�Dau ,2o�i L�] O #20000,Rigid Cellular PVC #20001,Rigid PVC #20002,Rigid Cellular PVC 3.079' By .182" � hE�i P`udiccl 1.503" 1.500' 2.+46" 2.488• 1.097' ,°-"C)REVISED#22-JR-04110/17 .761" .374• .278' U oao as .080• 3.564' 3.518• .080" 3.518" 3.518' .100" 4.561• Q 2 .080" .OBO" 3.918" Y 'o a7o0 g h 0 __yj 0 a� p p - Lj Z LL CID CD .888" �- �{ 1.075' W U co < Of As -N OHINGE STILE O TOP&BOTTOM RAIL O PANEL STILE 1.075• +.ms" 1.900•' O REINFORCEMENT REINFORCEMENT REINFORCEMENT ro #20013,6063-T6 #20014,6063-T6 #20015,6063-T6 O ACTIVE O INACTIVE O 1"FRENCH Z p t1 8 ASTRAGAL 9 ASTRAGAL DOOR MULLION Z 0 1994" #20016,6063-T6 #20017,6063-T6 #20022,6063-T6 ,140' .140" 1.258" ® $i OO 1aay5 -+{ 1.450' �{- 075• .060" t I I� n�np � p � 1.358' .082' .281 .28 343" .375• .773"II �I� .062" U U) Z TT Z -Z 7 s i T. .080 .070- � .840. I_T T�1.625" O N INACTIVE BEVELED OGEE FRAME SCREW ADD-0N 1"MULLION ACTIVE i 13 ASTRAGAL COVER Ln 4 BEAD 5 BEAD 6 COVER 7 FIN/FLANGE (:t CAP 19 ASTRAGAL COVER cwi Z it #20004,Rigid PVC #20005,Rigid PVC #20006,Rigid PVC #20007,Rigid PVC #20008,Rigid PVC 20009,Rigid PVC #20011,Rigid PVC > W o a1+LL A- saua5 •• ••• • • • • • •• • • • • • • • • .935• 1.012' 111..___... sol" •``�+NY L.. 11 .632' • *1.8 15- : •• I rOl5' 2.285" --� /III ,..' 1•ICEN,q�t''•/�� • �-- 1.041"�\1( 6 • •• .723• 0"�7� T '* No.58705 •-• .050" .063' .200• -f .050' } •' .062 .191' 20 SINGLE_ OOR.•• 22 1111Ejor • •ANCHOR 24 THRESHOLD 25 26 HINGE TRIM 27 7116"SQUARE OASTRAGAL COVER O COV •� LATE O CAP O DRIP CAP O COVER O BEAD (� AXORIDN. " "1� '� % S '' •......• ''G�� I #20012, isj PVC• • 1&6( 7,fr063 TS •• WI9(181,6063-T6 #20020,6063 76 #20021,6063 T6 #20023,Rigid PVC #20047,Rigid PVC .S!ONAL A.LYNN MILLER,P.E. 9 ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS,LTD. P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11: 62 #1 POTPan! Description Material DOOR HEAD 23 91 1 20000 Door& 6e✓hansom Main Frame Cellular PVC DOOR PANEL HEAD 2 20001 Door Frame SID Ripkl PVC 1 . C 8 19 3 20002 Panel SUM&Rall cellular PVC 4 20003 the Adaptor d PVC 5 20013 K Stie ReFbrcanrnt Alum.,6063-T6 I R 1- 6 20014 Parol Rail Reinbrcement Alum.,6053-T6 �l 720015 Panel Stae ReFbmement Alum.,606376 1 8 20016 jActim As al Fligid PVC 28 9 20017 Inacthe Astragald PVC 1 PRODUCT REViSSD 10 20022 1"French Door MJDon Alum.,6063-76 s comptyiug with the Fhvitla 13 20004 FUUw Acte al Cover Rigid PVC 34 4 23 Bruidmg Cafe nL 14 20005 1-1116"B"I Bead Rigid PVC ,a Acseptarwa 14, - 04 ID „� 15 20006 1-1/16.09ea Bead PVC 3 Expired."Dste L�l�-( 16 20007 Screw Cover FW PVC 17 20006 Add—FNFMrga Mod PVC Cap 19 5 Miatly .C�•D� 20009 1"Mullan RI9d PVC 19 20011 Acthe Astragal 0owr Rigid PVC 3 20 20012 Single Door Astregal Cover Rigid PVC DOOR 22 20057 Threshold Cover Alum..6063-T5JAMB 23 19031 Anchor Plate Alum.,8083-T6 h C)REVISED#22-JR-04/10/17 2A 20020 Thi-tvid Cover Atom..6083-76 > 25 2DO21 Drip Cap Rigid PVC 26 20023 Hhp Trim Cow fW PVC 27 20047 7/19'Square Bud Rlgd PVC 67 26 Fm Wutheratdp 35 i U 29 167113 Frame Weatherstrip "Oa 3117 WPT41 Rana-lo-WAI,Slab Screw,#14 X 1-1/2"Ph.FH,16.626'O.C. StanMas Steel26 DOOR PANEL Y 321 7S101x Frems4o-Nv.SMb Screw#10 X 1"Ph.FH,28'O.C. Staines-Steel HINGE STILE B 33 7aX1 FPT410 Rslntmo -A Screw#8 X V Ph.FH,16"O.C. StaFMsa Steel 70 }r o ala0 34 710MFPAX Rama Acea Screw#10 XY Ph.FH Stainbss Steel DOOR PANEL O`� �� vOi in 35 714FPT41 W-W SMD Aseamdy Screw#14 X 1-1/2"Ph.FH Stehal le..Ste / 36 In 7142OX2.25 N-W Slab ASrew. c #14 X2-1/4"Ph FH Stahl s Steel LOCK STILE p-jo ce o_n 41 20028 Baling Bbek,85+/-5dears. Vinyl / Z LL t0 ^ 42 BcckbedMnO:0oM`985 or GE-7700 Sili- 43 Argon Gas U WLU 9 W -37 44 OHL5140 Hot Mak I I Z u` u C,110 4S 1652 Svttl Bbck 9/18'x 4"x Y18•,85+1.5 dum. rre 33 C3 LU 48 1614 Setts Bbck 1lY x 1'x 1!6",85 N•5 dears. rMoprana >g 47-73 see HarWwrs BOM,Thole 12,Sheat 12 INSTALLATION 00 20099 Facthe Aetr G Acetal ANCHOR Z ca LL O 91 20035 AcUw As el Acetas 7132 Q _ � ALL RIGID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION INTERIOR o Z 7.°4$ SOLUTIONS USA,INC OR VISION EXTRUSIONS,LTD. A ANCHOR O.C.DIMENSIONS SHOWN AS MAXIMUM. /- ® 0 J F 72 38 U Z 33 LL W 0 DOOR LL Z JAMB 29 v Z CE p DAYLITE OPENING(DLO)SIZES 3 O Ir_ a171 .os�seue5 24 2 WHEN USING PART#3: WIDE RAILS OB STIL S)• •• � ` X DOOR FFIkME MGR!-'I�1 aDL kJ�H • • SIDELITE/TRANSOM 34 ;. �ON�_LYN/yM/ X DOORORAME WIDTH-1i.3- L )E*: •(XX DOOR FRAMEX HT- LOJAMB W/NARROW(XXDOOR RuMFEI��',•H )- 5-D • FRAME 'SLT/TR FRAM WIDTFI'-1 .1� L0�1FJHT• • •• NO.58)05 Eg SLTrrR E WI r4 12.1- O WIDTH DOOR WHEN USING PART#4:(NARROW RAILS OR STILES) SLT/TR FRAME HEIGHT-4.9=DLO _ HEIGHT SILL TATE OF SL %OT/TR FRAME WIDTH-4.9=_DLO WIDTH �� . 16 000 00 "LORIOPI N • i• • •i i• • 096 •i i i 91 SIDELITE/TRANSOM ��/" tE ONAL 0,00 i• • •• ••• • 34 _ SILL W/WIDE FRAME 1 (HEAD SIMILAR) A.LYNN MILLER,P.E. I P.E.#SB705 • • • • • • • • • • HARDWARE DETAILS&LOCATIONS 52,55 53,55 47-49 62,63 60060 68 s7 70-72 / 52_54 / / � / Y<OI3lJl::f 2EViSED n curnplyrng with the ttorids EQUALLY- / sfneldin>yCurie -O r.fio. SPACED ` N" / Dw- 47-49 / \ gy t"fis»; tldflrt / 5354 / 1.\ C)NO CHANGES THIS SHEET EQUALLY- ,',JR-04/10/17 SPACED � O O u 44" r.0rA EQUALLY- \ MAX. \ / N i O u�'l SPACED \ O\ 0 0 II O/ ZLL � L r d p 'fB 6. \ MAX. w_ i< Ir "roup oN MAX. H-Z v r, 9mc TYP. 70-72 µ1 70-72 r-> Y -j cn Z 0- 8 0 W LL "X "CONFIGURATION "XX"CONFIGURATION \ s1 Z � O SEE DETAIL, Q N TABLE 12: TOP LOCK SIMILAR ® '� O W ;aays # PGT Part# Description Material \ 47 666032701 P3DD0 3-PT Rhino Lock(W),Amesbury Inc. Stainless Steel HINGE DETAIL: y _ = z 48 666032702 P3000 3-PT Rhino Lock(oyer 6'8"),Amesbury Inc. Stainless Steel U LLI U Z 49 71032X1FPFX Rhino Lock Screw.10-32 X 1"Phil,FH Stainless Steel 70 ¢ Z eieOs LU 52 20027 Adjustable Strike Plate Assembly,Amesbury Inc. Stainless Steel O LL Z 1e 53 20028 Center Strike Plate Assembly,Amesbury Inc. Stainless Steel O O w } 2 54 7S101X Strike Plate Screw,()):#10 X 1"Phil.FH 410 S.S. Z_ 55 7BX12PFHUX Strike Plate Screw,QN:#8 X 1/2"Phil.FH 410 S.S. > 0 60 7SB1202 Flush Bolt(M QQ 61 7803725 Flush Bolt Rod()0Q 62 420034 Flush BASui q" ,\``ANY Lylvty 63 7832X12FPXP Flush It Guide S .l X12"Whil•FHY • '�� 'L10ENg �! 64 48033N Guide Pire()OQ •• • F •'•l�y� 65 78036 Flush tri to me - Q, s�ury fes. • •• Stainless Steel No.58705 66 7832X12FPXP Flush Bolt Strike Plate Screw,(XtQ:#8 X3/4"Phil.FH 410 S.S. _* 1 9 67 varies Handlefl.mer _ ) BEYOND i i �� •v`/A Q 68 varies Dummy Handle/Lever - 17 q" PANEL 70 20025 Butt Il1in9e,g4Rlssbury -- sinless Steel O�•. STATE 71 71032X1FPFX HI e, labrear.#1 1"Pt$FH • • painless Steel Li Fs •FI,ORIDP.•'G\?\ 72 7S101X Hingr♦FrometScrev*#111X}'PML NAL FH sinless Steel FLUSH BOLT DETVL: • • • • •• • 'Yis�O • tENN`s A.LYNN MILLER,P.E. P.E.#56705 • • • • • • • • • • • •• •• • • • •• •• 000 0 • • ••• • •