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WS-19-2912Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: W5-12-19-2912 tv_-j rPermit Type: Windows/ShutterstIWork Classification: Door Replacement 1._ Permit Status: Approved Issue Date: 02/21/2020 I Expiration: 08/19/2020 Location Address Parcel Number 1331 NE 103RD ST, Miami Shores, FL 33138 1132050300130 i Contacts James Benedek Owner 1331 NE 103RD ST, Miami Shores, FL 33138 Arco Construction Corporation Contractor LESTER JENSEN 1665 NE 137 TER, MIAMI, FL 33181 Business: 3058926507 arcoconstruction@aol.com Other:3058926507 Description: replacement of the front door Valuation: $ 1,350.00 Inspection Requests: 305-62-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Scanning Fee $9.00 Technology Fee $2.50 Windows/Shutters Fee $50.00 Total: $117.10 Payments Date Paid Amt Paid Total Fees $117.10 Credit Card 02/21/2020 $67.10 Credit Card 12/10/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 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. Futhermore, I autyr+" above named contractor to do the work stated. Authorized Signature: Owner / App February 21, 2020 Date Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ,413UILDING ❑ ELECTRIC ❑ ROOFING ENS[' 'BRED DEC 10 2019 BY:—(SL--- FBC 20 Master Permit No. \A)S— 12-1q ^ 291 Z Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 133 ( N-� 10 J ► City: Miami Shores County: Miami Dade Zip: Za 1 2 7 3;n Folio/Parcel#• o -J2 0 's-- 03c)- 6130 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): .) Alk ll5l�7 IV, Phone#: Address: (17�\ _10?2 City: n�Qi State: Zip: Tenant/Lessee Name: Phone#: Email: L �,"�r CONTRACTOR: Company Name: (O C�o(�S�'(L��C,6 (d�, 2Phone#: Address: 12 Cl 21 i) 6 1 D 4 St City: V ` � O `f'P� State: Zip: R:�a 7 Qualifier Name: ,F ��/�� G IN Phone#: ,S Z a;o State Certification or Registration #: �1� 150 LJ 0(lJ Certificate of Competency #: DESIGNER: Architect/Engineer: ICI 1A Phone#: Address: City: State: Zip: Value of Work for this Permit: $ F O • .� Square/Linear Footage of Work: _ 9 f S Ste, . ` Type of Work: ❑ Addition ❑ Alteration ❑ New 'Repair/Replace El Demolition �� v Description of Work: 1 �1 �. ( (15 ti, GkO TQ �+1 `! i�� ( Specify color of color thru tile: Submittal Fee $ '�-o 7C \6 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee Structural Reviews $ (Revised02/24/2014) Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ b 0 y '_ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City N State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign OWNER or AGENT The foregoi g instrument was acknowledged before me this —,AQ day of V o Q.e b i. o-- 20 c 9 by 4`3 -<)eK 4aue-ia-Len , who is personally known to me or who has produced r'LDle• L.l &4as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: R N MY COMMISSION # GG 074786 F: :• !RES: April 14, 2021 %EOFs�4••' Rvxlec Ti,u NOWY RJA Und M1191% ******************************** APPROVED BY '/ ONTRACTOR The foregoing instrumen before me this day of &wasacknowledged C 20 ' by re 03*-klwho is personally known to me or who ha producedNAD \\\►►IIII�LI//�h� w o �� .• Y �i take an oath..yGpMCHRO W tidennd o ; o ek 4 _ di• dthruPrin ��A7E 0i► \��o� \``` 1plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 "FFIGO'kE OF THE PROPER"10Y APPRAISER Summary Report Property Information Folio: 11-3205-030-0130 Property Address: 1331 NE 103 ST Miami Shores, FL 33138-2623 Owner JAMES M BENEDEK &W LAURA Mailing Address 1331 NE 103 ST MIAMI SHORES, FL 33138-2623 PA Primary Zone 1100 SG FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/4/0 Floors 1 Living Units 1 Actual Area 3,806 Sq.Ft Living Area 2,441 Sq.Ft Adjusted Area 3,239 Sq.Ft Lot Size 9,720 Sq.Ft Year Built 1958 Assessment Information Year 2019 2018 2017 Land Value $367,338 $350,309 $350,309 Building Value $242,925 $242,925 $225,434 XF Value $2,482 $2,499 $2,523 Market Value $612,7451 $595,7331 $578,266 Assessed Value $432,863 $424,792 $416,055 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $179 882 $170,941 $162,211 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description REPLAT OF TR B MIAMI SHORES BAY PARK ESTS PB 63-17 LOT 4 BLK 6 LOT SIZE 90.000 X 108 OR 20394-0807 05 2002 1 Generated On : 12/10/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $382,863F $374,792 $366,055 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $407,863 $399,792 $391,055 City -_-- Exemption Value $50,000 $50,000 $50,000 Taxable Value $382,863 $374,792 $366,055 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $382,863 $374,792 $366,055 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/01/2002 $430,000 20394-0807 Sales which are qualified 12/01/2001 $300,000 20136-1058 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 hftp:/Avww.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/Apps/PA/propertysearch/ 12/10/2019 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 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 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). Ackno led ement: 6 1 Qualifier/Q4r Signature Date Print Na e Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — WorKers, compensation Insurance txemptlon Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade ' r ,Q The foregoing was acknowledge before me this day of A100el»&&t, , 20�• By &fNelWK who is personally known to me or has produced L S321 G J I VO as identification. EMMANUEL REGIS VP MY COMMISSION # GG 074786 Notary: A"W ' EXPIRES: April 14, 2021 �''•Ep,:,►„°�' Bonded Thru Notary Pubic Underwriters SEAL: Arco Construction Corporation December 10, 2019 State of Florida County of Miami Dade Before me this day personally appeared Lester Jensen who, being duly sworn, deposes and says: That he will be the only person working on the project located at: 1331 NE 103d Street, Miami Shores, FL 33138 Sworn to (or affirmed) and subscribed before me this 10 day of December, 2019 ,by Personally know, Or Produced Identification entification Produced DL Print,\ -Type or Stam`p,Name of Notary 40e GH 2S. 2,, ` v : is pPUbli' °d eande8�ac 0\ IORN General Contractors/CGU50516311665 N.E. 137`h Terrace/N. Miami, FL 33181 305.892-6507 GN P-A 13GPN t7P E; V 03�vcl 7t eat C>F F(?-O N i Poo (L -Miami Shores Building Department •••;.. Product .Approval Schedule / Comparison Chart Address: 61?3� 1 06 6 0�;- 5 J- Permit No. Goo;' Opening Description ofWIrdow ProductAceepdtace ProdactApproval OpwiessResign ItoaghOpening Shutter Required Mullion Required tAtpsc[ u[ or Door or Mullion umber D ss n Preare rare 35 Yes No Test No . gaol PSIr +PSI ) PST .. • • . • ��toe acrcSulN (D F t2o ?ob Z oft ij N E� `, ti N i C h-L O 2 A s CD A06 N (59 f+) •• • .. ••••.• • .00 JAMES & LAURA BENEDEK 1331 NE 103RD STREET MIAMI SHORES, FL 33138 FRONT�O�R REfPPLACEME see 0900 00 00000. J Sw PaT 'VP,DN t /7"VoQ ►33 03 Si h • �4► o cz.�s '�- 33 3� NEW Flo N i �o Q_ 07/01/2019 - 4.1Opm Talyssa VAprojects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\_Reference\2017 \AAndload Charts References\2017_d FBC \MND CHART.dwg 61h EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 MRH <- 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING WIND VELOCITY = 175 MPH 'ASD' IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS EXPOSURE 'C' BASED ON Kd = 0.85 NOT TO BE USED OR MATCHED WITH'LRFD' OR'ULTIMATE' DESIGN LIMITING PRESSURES C INTERIO ZONPRESSURES Mean DESIGN PR SURES (PSF) -ZONE 4 Roof Tributary Area (Sq Ft Height 10 20 30)j 40 � 5. -43.4 -41.6 4 .6 39. r-� 0- 15 ft +40.1 +38.2 +37.2 36. 3 . -45.1 -43.3 42 -.2 41.4 = 0. 18 ft +41.6 +39.7 +38.6 +37.9 +37.3 -46.2 -44.2 -43.1 -42.3 -41.7 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 -48.4 -46.4 -45.2 -44.4 -43.7 25 ft +44.6 +42.6 +41.4 +40.6 +39.9 -50.3 -48.2 -47.0 -46.1 -45.4 30 ft +46.3 +44.3 1 +43.0 +42.2 +41.5 -51.9 -49.8 -48.5 -47.6 -46.9 35 ft +47.9 +45.7 +44.5 +43.6 +42.9 -49.0 -48.3 -53.4 -51.2 -49.9 40 ft +49.2 +47.0 +45.7 +44.8 1 +44.1 -54.8 -52.5 -51.1 -50.2 -49.5 45 ft +50.5 1 +48.2 +46.9 +45.9 +45.2 -56.0 -53.7 -52.3 -51.3 -50.6 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 -57.1 -54.7 -53.4 -52.4 -51.6 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 -58.2 -55.8 -54.3 1 -53. =52, 60 ft +53.6 +51.2 +49.8 1 +48. INTERIOR ZONEW, EXTERIOR EXTERIOR ZON- PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE 5 65f Tributary Area (Sq Ft) 3 light 10 20 30 40 50 -53.6 -50.0 -47.9 -46.4 -45.2 15 ft +40.1 +38.2 +37.2 +36.4 +35.9 -55.7 -52.0 -49.8 -48.2 -47.0 18 ft +41.6 +39.7 +38.6 +37.9 +37.3 -57.0 -53.1 -50.9 -49.3 -48.1 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 -59.7 -55.7 -53.3 -51.7 -50.4 25 ft +44.6 +42.6 +41.4 +40.6 +39.9 -62.1 -57.9 -55.4 -53.7 - 2.4- 30 ft +46.3 +44.3 +43.0 42.2 1-5, -64.1 -59.8 -57.3 -W 35 ft +47.9 +45.7 +44.5 + _ 2. -65.9 -61.5 -58.9 5 40 ft - +49.2 +47.0 +45.7 4 -67.6 -63.0 -60.4 -58.5 -5770 45 ft +50.5 +48.2 +46.9 1 +45.9 1 +45.2 -69.1 -64.4 -61.7 -59.8 1 -58.3 50 ft +51.6 +49.3 +47.9 +47.0 1 +46.2 -70.5 -65.8 -63.0 -61.0 -59.5 55 ft +52.7 1 +50.3 +48.9 +47.9 +47.1 ' -71.8 1 -67.0 -64.1 -62.1 -60.6 ft +53.6 1 +51.2 +49.8 +48.8 +48.0 ROOF HEIOGHT (MRH), WHIOCHEVERI IS SMALNE�RRB41 UT�1 ;L.L ' THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE CORNER ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN a a ROOF 2 HEIGHT 5 I F 1 C MRH) IL J 1 ELEVATION PEAK ROOF HEIGHT 1 ENCLOSED STRUCTURE, FLAT TERRAIN MRH =MEAN ROOF HEIGHT (SEE BELOW) INSTRUCTIONS FOR TABLE USE: 4 (I. IDENTIFY THE ZONE OF THE OPENING AS INTE NE 4).OR EXTERIOR (BUILDING CORNER, ZONE 5) PER THE URE BELOW LEFT OR INFORMATION P VIDED '�OOU - �1. ANY QUESTIONABLE OPENING DN310L■ D TH . RE CRITICAL (EXTERIOR) ZONE 5. \2./ IDENTIFY THE BUILDING MEAN (AVER E) 00 E LOWEST GROUND ELEVATION. IF THE MEAN R OF HEIGHT CANNOT BE IDENTIFIED, U E E'P F HEIGHT. 2.1. ALWAYS ROUND UP ROOF HEI�H AB dE. • 2. VALID FOR ALL ROOF SLOPES. FOR S�eES 10°, 5 NG EER FOR REDUCTJ(44 a� CALCULATE THE TRIBUTARY AREA OF PENI IN QU E GRLOATER OF (16EIGHI t WIDTH) OR THE SPAN LENGTH (HEIGHT) * AN EFFECTIVE D 3 E• t EIGFjT z•/ 3� • • • • • • 3.1. USE THE AREA BETWEEN STRUCTURAL'OPE ON THIS I IUDE AREAS BE•WEEY STRUCTURAL • MULLS, COLUMNS, ETC. ♦• �• • • • • 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, TrIE9IMALLESI• • • • • • • • (10 SQUARE FEET) SHALL BE USED. • • • • • 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGE R•FRI BUTARY AREAS • 4OTHAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. • • • • • • • • • •• READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUTAD BY SHE LOCAL 1�L94CJCWTY IN • • ACCORDANCE WITH CODE. a 5. FOR SITUATIONS THAT REQUIREMENTS WITH LOCAL REQUIRE MUNCI ALITY PRIOR TO TABLE USE. TABLE VALUES ARE UN DEf�l SI��V F� BY A FACTOR 0 1.18. VE90000 • • -GENERAL NOTES: •• •• ES ARE TO BE USED IN CONFORMANCE WITH (ASD) "ALLOWABLr•F*T&�$ ESIGN METHODOLOGY" PE9XSt1:-10 - SE 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS ONTLII`. �EREIN. • ESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND (jELOCITY� EXPOSURE SPECIFIED• RST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. • a • • • • Z,1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING FIND RATEGO RY �0 • IV41?OR BE LESS THAN T E RATED LIMITING WIND VELOCITY ABOVE. • • -2 • • GRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLtSHALL BE NEASBY A&y((, a • • • • • 4. RNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRULFTLWE OWY. • • 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. • • • • HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WADS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 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 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS OFFERED HEREIN. 10. THIS SPECIFICATION DOES NOT OFFER ANY PRO CT-APPRO_V_ ED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS R INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VE - Y tRSJN AC CE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT PRO C� AN 12. NO CERTIFICATION IS OFFERED FOR H INS E STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED HE EfR+N AbDI O RTIFICATIONS OR AFFIRMATIONS ARE INTENDED. HEIGHT (MRH) EXPLAINED �+� __.. AGA,` v Z z_ LEAST HORIZONTAL �'O z > n;o 0 -n I � z � °r ~ � ^ D m '4 DIMENSION 7oGOTmO>'OIj GDO�Oy {`vN(!( WD / MEAN 2 ROOF EAVE HEIGHT ROOF MRH) HEIGHT '��, a ISOMETRIC 5 5 mz-�pODA•.- pm�C7mC�30 N F-U°zav��4Zs; oG)zOpno'f ,ZGIZ� �LA mD 5 ® (A 3 - O \ '--'cxz �D��zm� �+ A�O�G�'�fm�vCm:°(A r 6 mZ1 O CpOD22. mm70L'fL• �°D \ WIND (�moz a A � wmzrm�Q� (A (nl(nv yp rn=mym p mm i �O mz FLOW O� 2 , m z Z Z m z m m � m�DD0 Zm>m.,; r '"O N< mi, O \ ® nrp4 O D m 3= z m O f1 = Z(n n v PLAN VIEW x n �NG'om 0;0 0 Dn COMPLEX =01 =m�0 mDDmm� om CORNERS 5 5 Z0�. mpm!; �z > mm m n -4(6(n N.. o o REMARKS DATE 6TH EDITION FLORIDA BUILDING CODE ENGINEERING 5>�o° o �p INIT ISSUE GSS GSS TS13 TSB 03/OS/12 D O r o, a p s REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 m 3 2017 EXPRESS" c o m oz o> wZ o A REV 2014 FBC DGM TSB 06/10/15 m r UPDATES, FLB FlB 12/17 Z 2 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: mDD I I �°Z OR HELP FB FB 7/2/19 DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVE, SUITE 106 N . z ( MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m D D ^o I j#o THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. ;1 AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT (954) 354-0660 866-396-9999 2 m 0 loo O z' WRITTEN CONSENTER ENGINEERING EXPRESS. ALTERATIONS. ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOTTEAM@ENGINEERINGEX ASCE 7-10 PRESS.COM �^ 0 m o p Z �„- oPERMITTED AND INVALIDATE OUR CERnPKAnoN. ENGINEERINGEXPRESS.COM < lD M 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/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 COPE: . ...... This NOA is being issued under the applicable rules and regulations governing the use of con4"cJloj matenal� The •, documentation submitted has been reviewed and accepted by Miami -Dade County RER-Prodawt �trol Section to • be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiatioa (AHJ). � .... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Coditr Section • • • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve; htrright t o d" ve this..:..* product or material tested for quality assurance purposes. If this product or material fails td Pet%rm in bn* accepted.. • • • manner, the manufacturer will incur the expense of such testing and the AHJ may immedla'ttV revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke thin qp%Mtance,• • •.:. if it is determined by Miami -Dade County Product Control Section that this product or ;i aerial fails to meet the; requirements of the applicable building code. . ". • This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-101" Aluminum Outswing French Doors w/wo Sidelites— L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, 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 Limitations: 1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and OXXO configurations. The lower design pressure from table 1 or table 2 shall control. 2. Standalone X, XX and O configuration unit do not required, reinforcement (item #22). 3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ. 4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #16-0629.17 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 Page 1. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) • 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact".6shv% I thrXgV 10 of .. • • • • 10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Industries, %tgndd and p filed by . • Anthony Lynn Miller, P.E. • • • • •' • • • • • .... ...... • •••••• • B. TESTS • 0000 000000 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 • • • • ' • • • • .... ...... 2) Large Missile Impact Test per FBC, TAS 201-94 00000* 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 : • Along with marked -up drawings and installation diagram of Aluminum Sliding G104 Doors 'fPS, . Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, l'nc., Test Reports • No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all sigjiecf & sealed by Idalmis Ortega, P.E.(submitted Linder file 916-0629.17) 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 Along with marked —up drawings and installation diagram of fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files 412-0516.02/#11- 1013.22) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked —up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (S' Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for'`Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former . Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/11/15.. • o F. STATEMENTS (Submitted under file #15-0528.24) 0 • • f • • 000099 1. Statement letter of conformance to FBC 2014(5th edition) and letter of no fmanrw interest,f • prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. •f.. :"'•' 2. Lab compliance as part of the above referenced test report. . • •.. • 0000 699066 G. OTHER ""'. • • 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. • 2. Test proposal # 16-0152 dated 03/09/16 approved by RER • 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. • 2. New Evidence submitted A. DRAWINGS 1. Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014 (5TH Edition) & 2017(6'h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. 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. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th edition), FBC 2017(61h edition) and letter of no financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises & renews NOA #16-0629.17, expiring 10/18/22. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E - 1 SERIES 101 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 1-4 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) CONFIGURATIONS: X, O, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5) SHUTTERS ARE NOT REQUIRED. 6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7) REFERENCES: TEST REPORT FTL-4964, 5212 & 6864; ELCO ULTRACON & CRETEFLEX NOA'S 8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT (LBS/FTz) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED DESIGN PRESSURE FROM STEP 1. 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING DETAILS ON THIS SHEET. 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14 & 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS. 3/16" HS GLASS - .090" PVB1 OR PVB2 INTERLAYER 1 /8" AN OR HS GLASS - a EXTERIOR 3/8" NOM. GLASS STACK DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1 - 4 ON SHEET 2 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE TABLE A: Min. Anchor Frame Min. Edge Embedment Group Anchor Type Member Substrate Distance or Metal Thickness 1/4" Elco UltraCon@) All Concrete (min. 2.85 ks1) 1-3/4" 1-318" 1 F =155 ksi, F„=177 ksl Jamb Hollow Block (ASTM C90) 1 1-3/4" 1-1/4" 1/4" 410 SS Elco CreteFlex® All Concrete (min. 3.35 ksi) 1-3/4" 1-3/4" Jamb Hollow Block ASTM C90 1-3/4" 1-1/4" 2 All Southem Pine (SG = 0.55) 1" 1-3/8" F =127.4 ksl, Fu= 189.7 ksi All Southern Pine (SG = 0,55) 9/16" 1-3/8" 3 #12 Steel SMS (Gr. 5) All 6063-T5 Aluminum 318" 1/8" 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CODES / STANDARDS USED: o2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION o2014 FLORIDA BUILDING CODE (FBC), STH EDITION OASTM E1300-09 oANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION OALUMINUM DESIGN MANUAL, ADM-2015 oAISI S100-12 OAISC 360-10 3/16" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 316" AN OR HS GLASS 1/2" GLASS BITE 3/8" LAMI NOM. GLASS TYPE A, (PVB1), GLASS TYPE B, (PVB2) AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED 7/16" NOM. GLASS STACK 1 /2" GLASS BITE ay EXTERIOR 7/16" LAMI NOM. GLASS TYPE C, (PVB1), GLASS TYPE D, (PVB2) GENERAL NOTES ............ 1 GLAZING DETAILS ........... 1 DESIGN PRESSURES ...... 2 VERT. SECTIONS.............3 HORIZ. SECTIONS........... 4 PARTS LIST ...................... 5 EXTRUSIONS ................... 6 ANCHOR QUANTITY ........ 7-13 INSTALLATION ................. 14-15 13/16" NOM. GLASS STACK 1/8" HS GLASS 1/4" AIR SPACE 3/16" TP GLASSY 1— 3/16" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 1/2" GLASS BITE '/a EXTERIOR 13/16" LAMI IG NOM. GLASS TYPE E PVB1 = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC. PVB2 = .090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. ascaa*yft Wkb" rmw t"Wn CO& 17-0. `f • o ! AOM0111eec rie Eap4wlis* Pete E 2 21? .I� CrMiea! • • • • • "PORGANIZRD SHEET; AND e RDATED i0 FBC 2017, q' 'ff TEA A &M?JtC SUBST�11._ j 40 04/10/17 • • ..... C. Ltj � :�aL > • :". •R .o • • u7 >- o .- Ipa ►, emir C9 i w W o 04 CM 0 x 0) O O J 00 a0 Z LU � v- z�co 00 _ W ®R U) (a oN OMO WU pop Q W U,wwO �W� w CZa; 0. v 0) atS o7 J u- O ® rn O ""IS Z U (J*J QLU z ato�S 0 LL Q w � W o U Q Z a alllL •osa0 Isayes LYNN4 �.,. ��'��• ' %.%CEN$F . Ke, * No. 58705 0. •. ATE F lV i ' .F[ORION ' \�� SS • .......• NG\�� 0NAL A. LYNN MILLER, P.E. P.E.# 58705 TABLE 1• DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 1 7° - 83 3/4" 1 87 3/4" 1 91 314" 8° - 95 314" 3° 37 1/2" 6° 71 3/4 +75.0 -75.0 +75.0 1 -73.Q +75.0 -75.0 75.0':, -75.0 75.0 -75.0 TABLE'?: 7• DESIGN PRESSURES FOR REINFORCED SIDE LITES GLASS TYPES FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 314" 8° - 95 3/4" 27 3/4' +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 A 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 66.6 -66.6 +63.1 -63.1 B. C, D ORE 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, REINFORCED, 33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-3/4" SIDE LITE (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE _ +75 / -75 PSF OVERALL DESIGN PRESSURE _ +75 / -75 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30" WIDE X 87-3/4" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4- SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +43.6 / -43.6 PSF SIDE LITE DESIGN PRESSURE _ +47.2 / -47.2 PSF OVERALL DESIGN PRESSURE _ +43.6 / -43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF 110-1114oA DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 6g - 79 3/4" 7° - 83 3/4" 87 3/4" 91 314" 80 - 95 3/4" 2° 251/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49,8 -49.8 +47.4 -47.4 27112" 51 3(4" +54.9 -64.9 +51.8 -61.8 +49.0 ` 49.0 +46.5 -46.5 +44.3 -44.3 291/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 ': -46.1 +43.8 ' -43.8 +41.6 -41.6 26 31 1/2" 5° 59 314" +49.0 ? -49.0 +46.2 -46.2 +43.6 -43.6)+41.4 -41.4 +39.3 -39.3 26 331/2" 6' 63 3/4" +43.1 l -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37,3 -37.3 361/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 1 -38.1 +37.5 1 -37.5 +35.6 -35.6 3° 371/2" ISO 71 3/4" +34.0 € -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 TABLE 4: DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 80 - 95 3/4" A, S, C, D OR E 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +66.0 -66.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47. +44.7 -44.7 +42.6 -42.6 361/8" +35.2 -35.2 +35.2 -36.2 +35. -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, 68" WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +70.4 / -70.4 PSF OVERALL DESIGN PRESSURE = +70.4 / -70.4 PSF EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B, UNREINFORCED, 71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES DOOR DESIGN PRESSURE = +34 / -34 PSF SIDE LITE DESIGN PRESSURE = +34 / -34 PSF OVERALL DESIGN PRESSURE = +34 / -34 PSF EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX, XXO, OXX, OXO, OXXO), THE LOWEST DESIGN PRESSURE SHALL PREVAIL. 2) FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 4), IS REQUIRED AT DOOR TO SIDE LITE CONNECTIONS, WHEN USING TABLES 1 & 2. 3) DOOR AND SIDE LITE COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE REINFORCEMENT ITEM 22, 4) DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5) FOR DOOR -ONLY CONFIGURATIONS (X, XX), ONLY TABLE 1 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED. 6) FOR SINGLE, STAND-ALONE SIDE LITES (0), ONLY TABLE 2 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED 7) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE WITH REINFORCEMENT. 8) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. (E.G. FOR 32" "X" DOOR WIDTH IN TABLE 3, USE 33-1/2") GLASS TYPES (ALL TABLES, THIS SHEET): A. 3/8" LAM (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAM (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAM (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAM (3/16" HS, .090 PVB, 3/16" HS) E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) ruoDuc r REvram astamp4ing will ft FlOrW bum. int Code AcceWsacc No 1 6 Expb wiaa pRt�2 Z- L ..�.. }NO CHANG66 THIS SHEET. - • 04/10/'V • :••••� •...•• ,. . ... .... . ••••• . . ..... 04 >. .. •a • • at 4 .. p � h • o: ea t0 04 3 y w o i cM a � (n O o J O ay U. Z v Z co _ 7 U ®� W Lu 00 � � J u,uo'jp 'ON ,-. O j o p 2 v cla LL O w N O W aaays U Z = Z W Q W 13� a1OOs o U- Q_ Z -� w U J W Q ❑ ❑ alp-L I .:)Sao sauas 3 EXTERIOR INTERIOR 40 EXTERIORINTERIOR 10 1 2 60 37 64 AT HEAD/JAMB 60 65 AT SILUJAMB CLEAR -COLORED SEALANT EXTERIOR INTERIOR 62 63 MAX. MAX. E DLO DOOR DLO LITE 62 FRAME FRAME HEIGHT HEIGHT 30 12 SL VIEW G-G 40 61 CORNER ASSEMBLY 40 1.489 11 14-16,102 DOOR SECT. A -A SL SECT. B-B VERTICAL VERTICAL SIDE MAX MAX as omp4iet wNia rie Flalft b"V4 Cade Accepiaaec No 712 b C Q E1phvW a Date � 22 W v� ' , MMWO CHANGES THIS SHM- - • tli�•- 04/10/147 a a • • : . .a..., cr . . .... .... ..... • � Y .b LG , ? QoL *^aa > .�..o .�: . E. o to •W o 0 C9 N z 0 � to N W Q � ch � � J O ay Z z LL " _ - r, o t9 UWo ®� �8 W Z i ¢ DJ uMojp oN ~ W J JM4 o>.- �z° g LL ca O w M QN Z iaa4S ® rn p O U W Z Q o U. U J LU H- p U J W a > p awl .sap sauag LYNN ocEtqe- * : No. 58705 . oYT .'c� ORtDi!. • ' N `SZONAL O o`\ '11t1l11110` A. LYNN MILLER, P-E. P.E.# 58705 SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7,8 AND 9) SEE NOTE 3, THIS SHEET 314" \ MAX. SL FRAME WIDTH REINFORCEMENT NOT REQUIRED FOR STAND-ALONE 'X' DOORS. REINFORCEMENT �+-MAX. SL FRAME WIDTH{ NOT REQUIRED FOR I I STAND-ALONE 'O' I' MAX. f DLO SL SECT. F-F STAND-ALONE 'XX' DOORS. INTERIOR EXTERIOR NOTES: 1) CLEAR OPENING FOR 'X' AND'XX' DOORS AS FOLLOWS: WIDTH: 'X' DOORS = DOOR FRAME WIDTH - 5.646 'XX' DOOR = DOOR FRAME WIDTH /2 - 4.079 HEIGHT: DOOR FRAME HEIGHT - 3.259" 2) SIDE LITES OVERLAP W AND'XX' DOORS BY 3/4- WHEN ASSEMBLED TO MAKE'XO',-OX','OXO''XXO','OXX'AND'OXXO' CONFIGURATIONS. 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, SHEET 2. ITEM 22 IS NOT REQUIRED WITH COMBINATIONS FROM TABLES 3 AND 4, SHEET 2, OR WITH STAND-ALONE -0', 'X' &'XX' CONFIGURATIONS FROM TABLES 1 AND 2. rRoDUC f REvram a+ comMrintilt tt t*or6' *Too:* Wf jadW •tom• •••: •••• • ••••• ease .00 • G}NO CHAU-36& HIS SFiW*:. 'w .jR•04/10/17 • .' • • • • . . T • • •N co W ?• � V nab tY p y o o w 2 w .— aaQQ (� N ? � W U) O O J O U) Z r Z CO n 0 UW o ® � U �e W 00 = Q W ~—J UMOJQ .ON oMQ 0 W } I� �} a O Z O� o W p (/) O W e 0 O ® � p U �aa4s U W Z F J Q W J 0 It Z U O J Q = p LL ail!1 •1sap Isapas 41(.LYNb * : No. 58705 ?O.c` TE '•.�CORIDP.•'• �� HORIZ. (DOOR W/ SIDE LITE) HORIZ. (SINGLE SIDE LITE) A. LYNN MILLER, P.E. P.E.# 58705 ITEM DWG # PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 2 1010 60300 WSTP.,Q-LON .190 X.375 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 1956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7 1 17832Xl2FPXP #8-32 X .500 PH. FL. MS - S.S. W/SILICONE PATCH 8 995 70995 GASKET(BETWEEN THRESHOLD & FRAME JAMB 9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 10 952A 6533016 FILLER HEAD ADAPTER 11 11000 611000M OUTSWING THRESHOLD 12 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 14 11001A 1411001A ACETAL SPACER .06519 THRESHOLD, OPTIONAL 15 111002A 1411002A ACETAL SPACER .095 THRESHOLD, OPTIONAL 16 11003A 411003A ACETAL SPACER .140 ® THRESHOLD, OPTIONAL 20 915D 60380 FRAME JAMB (OUTSWING) 21 1010 6Q300 WSTP.,Q-LON .190 X.375 HIGH 22 6608 66608M REINFORCEMENT, 1.000X2.750X0.650,6061-T5 23 1140 78X112PSATS #8 X 1.500 PH SO A T/S 24 1048 71D48 JAMB SCREW COVER CAP 25 930 41721N STRIKE PLATE INSERT 26 11118 71OX34PFA #10 X.750 PH. FL. SMS 27 17070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 1910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 1911E 6911 DOOR PANEL, SIDE RAIL 32 1917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL. SMS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 5/16-18 THREADED ROD 36 990 79NNUTA 5I16-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 3B 7834FPT #8 X.75 PH. FL. TEK 39 997 170997 GASKET BETWEEN PANEL HEADISILL & PANEL STILES) 40 1023 67924G WSTP., .187 X .250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. QNACTIVE PANEL ONLY 42 1145 76X12FPAW #6 X.5W PH FL SMS TYPE BIDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNQ 44 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING 46 11213 16Q200K WSTP.,Q-LON .190 X.200 HIGH 47 1929 174UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 17634F #6 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6RIB0FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 71OX34PFA #10 X.750 PH FL SMS 54 1957 70957X HANDLE STRIKE PLATE 55 11118 171OX34PFA #10 X.750 PH FL SMS 60 1920D 169200 SIDELITE HEADER 61 19210 6921 SIDELITE SILL 62 19168 160381 SIDELITE JAMB 63 1155 1781 PQA #8 X 1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS STOCKING #70999 66 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTIING BLOCK, 3132" X 1/4" X 1" W/PSA 71 71267K SETTING BLOCK, 1/16" X 112' X 1' W/PSA 72 4222A 64222 BEAD, 7116" 73 988 69M BEAD, 3/8" 74 968 IG BEAD 92 986 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 IGLAZNG SILICONE, DOW 899 OR 983 95 GLASS, 318" LAMI -1/8" A, .90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI - 118' HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 311T A, .90 PVB, 3/16" HS 98 GLASS, 7116" LAMI - 3110' HS, .90 PVB, 3/16" HS 102 11006A 141106A JACETAL SPACER .295 0 THRESHOLD, OPTIONAL 103 OFF -THE SHELF IDEAD BOLT LOCK, MIN 1' THROW, GR 3 STEEL 104 OFF -THE SHELF HANDLE/LATCH ASSEMBLY, MIN 7/16" THROW. GR 3 STEEL ITEMS IF I /-lu, Zb, zu, w-ov' bb, by, /O-fu, t54-ul ix utf-TUl Amt IVV I USED AND ARE NOT PART OF THIS APPROVAL. SILICONE STRUCTURAL 1/4" NOM. POLYISOBUTYLEN WITH DESICCANT 0 EXT. GLASS � KODISPACE ARC; TP.q INT. GLASS HOT -MELT BUM STRUCTURAL SILICONE FOAM 3/16" NOM. WITH DESICCANT ExT. cLAss SUPER 81 SPACER® NXTTNI INT. GLASS ALUMINUM REINFORCEMENT 5/16" NOM. BUTYL & DESICCANT FOAM D U RAS EAL® EXT. GLASS 82 SPACER POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS NT. GLASS DESICCANT FILL AREA �-- 5/16" NOM. SILICONE SEAL 63 XL EDGETM 0 SPACER INT. GLASS Part # Description Material 80 Kommeriing 4SG TPS Spacer System See this Sheer for Materials 81 Quanex Super Spacer nXr with Hot Melt Butyl 82 Quanex Duraseal Spacer 83 Cardinal 3E Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 897U PRODUC P REYISM as emplyin W fA Fud& .... • • trade • • Ad��ep.t+"•+ t Ws,1.L 6 "' �•lU i • • TAT �"�' • � �� i • a • . NJO CHA&"S•IUS SHFFT"it -"410/17 . .' • • Z• •N Ur W 42 0 � naa w (� ❑ O � } ti O aloe C� F_ � '* 0 0 x N o O Cl) J O CL Z e— ZW� b� —J Lu = Lu 7 N iR WV 00 < W umojo ON JMO O W > _J Lu U7 (1) ajf J LL O W � Q o 7aa4S ® m U FF-- F U Q Z Q W Tn w35 O LLLL Z J W a J O m p alai •asap sauas `\\,Ltt11111111// .� Or1Y LYN/y LICENSE �� '. .< * : No. 58705 7fTp7F S G tS �ONAL tE� A. LYNN MILLER, P.E. P.E.# 58705 1.7501 4.000 DOOR PANEL 30 TOP & BOTTOM RAIL 6063-T5 �•+--1.750 4.100 DOOR PANEL 31 SIDE RAIL 6063-T5 3.655 3.111 .550 1,400 .050 FILLER HEAD ADAPTER 1 O 6063-T6 (+- 3.000 1.272 1.479 .050 OFRAME HEAD 6063-T6 050 .079 1.489 .489 3.000 11 OUTSWING THRESHOLD 6063-T6 4.100 1.500 .125 750 34 TRUSS CLAMP 6063-T5 5.459 6.085 1- 1.7501 .675 DOOR PANEL 44 INTERIOR ASTRAGAL 6063-T5 .805 f -�- 050 .683 74 3/16" GLAZING BEAD 6063-T5 i• 3.100 - - . 60 SL HEADER 6063-T6 L 50 3.100 4.675 61 SL SILL 6063-T6 1.7501 3.000 4.100 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-T5 I +- .363 050 .683 f- 14' 76 5/8" GLAZING BEAD 6063-T5 5.212 4.586 1.4801 20 DOORFRAME JAMB 6063-T6 1.578 .890 050 3.000 -IL 11 6Z SL JAMB 6063-T6 .050 1.620 .250�- 37 WEATHER STRIP CHANNEL 6063-T5 0.375 2.125 .125 32 HINGE 6063-T5 [.-- .172 050 .683 L-il 1.092 74 IG GLAZING BEAD 6063-T5 .504 -- rl 360 .055-►{I+-� OUTSWING THRESHOLD 13 CHANNEL COVER 6063-T6 2.980 .050 2.750 Q 1.000 SL JAMB 66 ADAPTER '650 125 22 TUBE MULL O 6063-T6 6063-T5 PRODUC f REWUM as ceaplvbg W*tb dw rbrw hawaAceWsact Ph { •d • 0' Eipirade� Ot t. • • - • 11�RR' >1�F C/M�RRR • • • • "1Vp CHAQFSYHIS SH9ET. -JR MN/10/17 • •.••• .. .... ...... . . W• •Z 4 • iqy •� .To. o O p }L0o • O O Z fY UO C O„-r O a N LL " � Z w r- Z coo U U W 00 Q LLI UMOJQ 'ON OMQ j W o p T- V- LL O � 0 �aa4S ® p = U Z Q W Z O J oit LL (0 W� O U J Q W LL LL agil �saQ savas LtOENSF . * ; No, 58705 So s r X`S, ' • "t ORIDP . S�ONAL t�N 0\11 A. LYNN MILLER, P.E. P.E.# 58705 rra-nMIL-C X DOORS, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 1 3 ALUM 12 CONC LOAD ZONES a m ¢ X 8 Q _ x a m x x x MAX DOOR WIDTH FRAME MAX FRAME HT 25.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 27.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 29.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 6 2 4 2 31.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 6 2 4 2 6 2 4 2 6 2 4 2 7 2 4 2 33.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 6 3 4 3 7 3 4 3 7 1 3 4 3 35.50 79,75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 37.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 20-718" MAX. O.C. 6" MAX. 3A 13-1/4" MAX. J j 23-1 /8" MAX. O.C. 95 3/ / MAX.. FRAME 84-3/8" HEIGHT M)kX. DLO D-D \ 4 40„ \ (TYP.) 24 MAX. DLO \ A -A 3 37-1/2" MAX. DOOR FRAME WIDTH TYP. DIMENSIONS OF SINGLE DOOR, X w z N m HEAD �- ZONE "C" '� SILL h ZONE "C" LOAD ZONES FOR SINGLE DOOR. X NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. Q w z N gm Design Pressure See Sheet 2, Table Ll mODUC P itEvfsw ode �e F torid,s AacDtame No 17 -D Sa 11. o I Dote a 2c2U DlVfi coodrd P)VEW SHEET COMBINING P,L'E'1QITIONS,YdtJ6r ELEVgTlgq% 8 AMD ANCHOWMIES. - JR - • 100 7 ' • • • ' • N •� ` ' • c2JAaa / • Lu E O O } o Q aQQ CD N z O O OJ c !f1 O J O a y �_ _ Z z co o V Ur N 0 ® W �8 ON 9M0 4 ~O umo- a W o> Ict o 0) U w 0 ILL ® N O 1aa45 U z Z LL w J al°'s O � Q J U ~ p CD _j Q X 7 0 apll •DsaQ sales LYNN ' :F( ` * No. 68705 is 70NAL tEo`,,, A. LYNN MILLER, P.E. P.E.# 58705 TAQI = 9- XX DOORS, ALL GLASS TYPES ANCHOR TYPE 81 SUBSTRATE 2, 3, WOOD 3 ALUM 1,2, CONC LOAD ZONES � 4 x X b _ I g 4 X b a i I X MAX DOOR FRAME WIDTH MAX FRAME HEIGHT 47.75 79.75 83.75 87.75 91.75 95.75 4 3 4 2 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 51.75 79.75 83.75 87.75 91.75 95.75 5 4 4 1 2 5 4 4 2 5 4 4 2 5 4 4 2 6 4 4 3 55.75 79.75 83.75 87.75 91.75 95.75 5 4 4 2 5 4 4 2 5 4 1 4 1 2 6 4 4 3 6 4 4 3 59.75 79.75 83.75 87.75 91.75 95.75 5 5 1 4 2 5 5 4 2 6 5 4 3 F165 5 4 3 6 5 4 3 63.75 79.75 83.75 87.75 91.75 95.75 5 5 4 2 6 5 4 3 6 5 4 1 3 6 5 4 3 1 7 6 4 3 67.75 79.75 83.75 87.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 1 4 1 3 7 6 4 3 7 6 4 3 71.75 79.75 83.75 87.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 1 4 1 3 2" MAX. O.C. 6. 9" MAX. q-A MAX. � 3 13-1/4" MAX. \ 23-1/8" / \ MAX. O.C. 84-318" MAX. DLO / MAX." / MAX. \ / FRAME C-C HEIGHT 4 \ / 24-9/16`l / MAX. DLO\ / -A 3 71-3/4" MAX. DOOR FRAME WIDTH TYP. ELEVATION OF XX CONFIGURATION HEAD ZONE "D" g" HEAD -►•I M� ZONE "D" LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure See Sheet 2, Tabte 1 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL}: 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR, ANCHOR TYPE 3 INTO WOOD DESIGN PRESSURE = +75 / -75 PSF, SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 6 ANCHORS @ EACH JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL OSEE CIRCLED VALUES ON TABLE 6. X = DENOTES ANCHOR LOCATION. ' b ow6p [ tik F71�e W. •' ' .awtatc�� 1 %�D}a�•ts% • E: �alia• Otte►. • �'F:ItW SHEETCOMBINING SICE y ELE1/ATIOIJ,ZONE ELEW+ AGIIS AND ANCHOR WLES. - 4R - . 64110/17 • •• •••••• CN Y C7 W ? w r � O_ Ui ?� naa p Ui fn o O Q ejoQ i' 0 w (� N z w to 0 Owl M ~ fn o O J O IL Z �' (D (9 Z � s� S UW c ® rc U _j �e ON J W uMOIQ Wa J JMO ti (L 0 o W p Lc) W O N O )aaYS ® N p � = H 3� U Z Q W J aroaS O La < J w W p o ULL ajju asaQ sauaS \\`k%%IIIII/,/l, �` QNY LYNN '%. * : No. 58705 ' .'QLORIDP.•'' � O NAL I `\�� A. LYNN MILLER, P.E. P.E.# 58705 TABLE 7: Design Pressure See Sheet 2, Table 2 17-7/8" MAX. O.C.. MAX m 6" B-B HEAD MAX. 3 ZONE "E" 13-1/4" MAX. 2 MAX.O.C.X. O./ eo po w 95-3/4" Z Z 84-3/8" MAX. O O MAX. DLO FRAME co 0m HEIGHT Q F-F 4 33-518" MAX. DLO B-B Il SILL `I 3 I-' ZONE "E" 36-3/4" MAX. -SIDE LITE FRAME WIDTH TYP. ELEVATION OF LOAD ZONES FOR SINGLE SIDELITE, O SINGLE SIDELITE, O !VOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. Q.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4' MAX. O.C. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. 4 SIDE LITE, ALL GLASS TYPES ANCHOR NPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1 2 CONC LOAD ZONES - m � O w J � _ o z m � ' � O iu J � w _ , O MAX SIDE LITE FRAME WIDTH FRAME HEIGHT 10.75 79.75 83.75 87.75 91.75 95.75 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 12.75 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 19.00 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 21.75 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 5 2 4 2 5 2 4 2 27.75 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 � 2 4 2 6 2 4 2 36.13 79.75 83.75 87,75 91.75 95.75 8 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 36.75 79.75 83.75 87.75 91.75 95.75 6 ! 3 4 3 6 j 3 4 3 7 � 3 4 3 7 ! 3 4 3 7 ( 3 4 3 •••••• • r*60l1C f R*EVMM • • • • • • *&AINks Call* . a'r�iAree No) .. U sp • b �' 'l�' C rs. • •,�r,�r �„a E • • • F. ItW SHEEMOMBINING SIIoE c ELE1/ATIOIjj,A0.9�E ELEW OT40 S FAQ ANCHOR TABLES. - 4R - . 044>r0/17 • •• •••••• W z 04 Y C7 W a Q o o O U) >- o O el°a U cv ?� o M 0 it J O ayco (n Z O oL = w ®2 V t� �e HMO w 00 = a ~O w J uMoip'ON W r~ > E o2 o w p U) 06 w O w o ® N O 014S H rn p 2 U Z Q W os aroLL J 0 J U H 0 J Q Q O Q agr1 osaQ sa!L. \``\%%%IIIII////' �ONY.LYNN �1��! _ * N0.58705 Ar F� (�s'•.�CORIDP'•.••'G�� A. LYNN MILLER, P.E. P.E.# 58705 TART F R- XO & OX, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2 3, WOOD 3 ALUM 1,2, CONC LOAD ZONES a m O iu J o O h J 8 X s m ' X - m O w J o O b J a X s m Q , X MAX SIDE LITE FRAME WIDTH MAX k DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4 2 3 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 12.75 27.50 79.75 83.75 87.75 91.75 95.75 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 4 2 4 6 4 2 1 3 4 19.00 29.50 79.75 83.75 87.75 91.75 95.75 4 3 4 5 4 2 2 4 4 3 4 5 4 2 2 4 4 3 4 6 4 2 2 4 4 3 4 6 4 2 3 4 1 4 1 3 4 6 4 2 3 4 21.75 31.50 79.75 83.75 87.75 91.75 95.75 4 3 5 5 4 2 2 1 4 4 3 5 6 4 2 2 1 4 4 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 5 1 3 5 7 4 2 3 4 27.75 33.50 79.75 83.75 87.75 91.75 95.75 5 3 5 6 4 2 2 4 5 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 6 3 5 7 4 3 3 4 F6 3 6 7 4 3 3 4 36.13 35.50 79.75 83.75 87.75 91.75 95.75 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 6 4 3 3 4 7 5 6 7 3 4 7 5 6 7 4 3 3 4 36.75 37.50 79.75 83.75 87.75 91.75 95.75 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 7 4 3 3 4 7 5 6 7 4 3 75 6 7 4 3 3 4 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 20-7/8• M6" O.C. 6" MAX. 23-1 /8" MAX. O.C. -L _ 13-1 /4" MAX. 9" MAX. 84-3/8" MAX. DLO / ea / / E-E / 4 / IMAX. DLO 8" MAX. B-B SEE TABLES 1-4, SHEET 2 FOR REINFORCEMENT REQUIREMENTS. 33-5/8" MAX. DLO 13-1/4" MAX. 95-3/4' MAX. FRAME HEIGHT 37-1/2" MAX. DOOR �J \ 'J 36-3/4" MAX. SIDE FRAME WIDTH LITE FRAME WIDTH 73-1/2" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF XO CONFIGURATION (OX SIMILAR) }-- HIE nD�X. ZONE"DD* HEAD ZONE "E" 6" MAX. w z O m a Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreinforced: I See Sheet 2, Tables 3 & 4 I•IQ i*15 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1 /8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES : 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT, 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. EXAMPLE: XO WITH GLASS TYPE B, 36" X 84" SINGLE DOOR WITH 36" X 84" WIDE SIDE LITE, ANCHOR TYPE 3 INTO CONC. DOOR DESIGN PRESSURE = +75 / -75 PSF m zDOOR ANCHOR REQUIREMENTS FROM TABLE 8: N 4 ANCHORS @ DOOR JAMB 3 ANCHORS @ DOOR PANEL @ HEAD 3 ANCHORS @ DOOR PANEL @ SILL 4 ANCHORS @ SIDE LITE JAMB 3 ANCHORS @ SIDE LITE @ HEAD 3 ANCHORS @ SIDE LITE @ SILL I--- 20-7/8"� �62M43�/4"� 6" MAX. 9" MAX. SILL ZONE "D" SILL ZONE "E" LOAD ZONES FOR XO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE (OX SIMILAR) OSEE CIRCLED VALUES ON TABLE 8. X = DENOTES ANCHOR LOCATION. •••• • ••••• F) NfW SHEET COMBINING SI26 ELEVATIONS., ZQk ELEVAMW m' "ANCH6R TABLES. - JF' -• _ • °• 4/lU/17 • • • • • • i N Y W z > 0 ? nab w O U) o O r aloa U' N i c M K (n O O (9 O am LL � Z LU T Z co � U Wc ®w U W xe 'ON 9MQ W O = Q 2 W F- UMOJQ - O v d Z v �+ U) LL O 06 O w ® N 0 Iaa4S (A N p U) U la- Z QW w a1��S J o LL X w otl o v Q O o ap,1 '.osap Isapasl �,10ENgF • �� f 7-(vim: �s ••."ZORIDP.• '0NAL IE�G`�` A. LYNN MILLER, P.E. P.E.# 58705 TARI F 0- OXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1,2, CONC LOAD ZONES s m < O 10 w J a 1 it -J1 a x • m O 10 iw J o X 1 iL J x , X MAX SIDE LITE FRAME WIDTH MAX x DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4 2 1 7 4 2 -3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 1 2 7 4 1 2 1 3 12.75 27.50 79.75 83.75 87.75 91.75 95.75 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 5 4 2 7 4 2 5 19.00 29.50 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 1 4 2 3 4 3 8 4 2 5 4 3 8 4 2 5 4 3 8 4 2 5 21.75 31.50 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 4 2 5 4 3 8 4 2 5 5 3 8 4 2 5 5 3 10 4 2 5 27.75 33.50 79.75 83.75 87.75 91.75 95.75 5 3 8 4 2 3 5 3 8 4 2 5 5 3 8 4 2 5 6 3 10 4 3 5 6 3 101 4 3 5 36.13 35.50 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4 8 4 3 5 7 5 8 4 3 5 7 5 10 4 3 5 7 5 101 4 1 3 1 5 36.75 37.50 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4 8 4 3 5 7 5 5 7 5 V04 5 7 5 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE I t3E DETERMINED INDEPENDENTLY. 6" MAX. 23-1 /8" MAX. O.C. 20-7/8" MAX. O.C. 6" MAX. -1 36-3/4" MAX. SIDE LITE FRAME WIDTH 37-1/2" MAX. DOOR FRAME WIDTH 6" MAX. �+-- 6" MAX. 24-3/4" MAX. O.C. 1 TYP. ELEVATION OF OXO CONFIGURATION NOT AVAILABLE WITH REINFORCEMEN HEAD HEAD HEAD ZONE "E^ ZONE "F" ZONE "E" I / / m / Z / o / co a SIL ZONE" E" ZONE F" T ZONE" E" LOAD ZONES FOR OXO CONFIGURATION 95-3/4" MAX. FRAME HEIGHT NOTES: Design Pressure Reinforced: WA Unreinforced: I See Sheet 2, Tables 3 & 4 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. m z 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 0 14 & 15. m 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. IrRODUC F REY18m a$ co.plAft whit L%majonAcc (taM • • actNNo of 4an •p•�,..:. F Z • NAdr rotlglt'Caaltal • • 5 F &EW SHEET COMBININe016 y 1 /ATIOtj9,'L0NE ELEbW4:00 ;! AND ANCHOFI•SABOLES. • • • ..... • • N • • U e- ' o E2o O p } In o U) O r alDQ CO W z o 04 cM a w � d O � o ^� W Z co = LL 7 ®E -•i Xa f/) °N WU = a w UM°jp ~O W c9 :3JMQ I.- > w O U) o& LL O 0 )"LIS ® p Z F U U) Q w Q al°DS _j ° LLw W U J a Xo O p Ina asap sauaS .� \``%%%I III/ /// ''� - ANY LYNN • M � � '�� •' LICENSE ' • �� ` * No. 58705 ?' � Q ' S 7 I NAL A. LYNN MILLER, P.E. P.E.# 58705 TABLE 10- XXO & OXX, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 213 WOOD 3 ALUM 1,2, CONC z m - < O w z J rn O O Q s to Q -XX, X r�LOADZONES L.l J J rA o w �zc X lL S J J Vi ca w = X _ m M ' O W ° J co a _�C O Q z m Q X Zi S J J_ en o w z F LL - J J m 0 w z X MAX SIDE LITE FRAME WIDTH MAX 'XX DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 1 4 3 6 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 1 2 5 4 7 4 2 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 1 4 2 3 4 2 5 4 7 4 2 1 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 6 4 7 4 2 4 3 5 19.00 55.75 79.75 83.75 87.75 91.75 95.75 4 3 1 5 4 7 4 2 4 2 3 4 3 5 4 7 4 2 4 2 3 4 3 5 4 7 4 2 4 2 3 4 3 6 4 7 4 2 4 3 5 4 3 6 4 8 4 2 4 3 5 21.75 59.75 79.75 83.75 87.75 91.75 95.75 4 3 5 5 8 4 2 4 2 3 4 3 5 5 8 4 2 4 2 3 4 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 2 1 4 3 5 5 3 6 5 8 4 2 4 3 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 5 5 8 4 2 4 2 3 5 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 2 4 3 5 6 3 6 5 8 4 3 4 3 5 6 3 7 6 1 10 4 3 4 1 3 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 6 4 6 5 8 4 3 4 3 5 6 4 6 5 8 4 3 4 3 5 7 5 6 5 8 4 3 4 3 5 7 5 7 6 10 4 3 4 3 1 5 7 5 7 1 6 1 101 4 3 4 1 3 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 6 5 8 4 3 4 3 5 6 4 6 5 9 4 3 4 3 5 7 5 6 5 9 4 3 4 3 5 7 5 7 6 10 4 3 4 3 5 7 5 7 6 10 4 3 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 9" MAX. 20-7/8" MAX. O.C. 6" MAX. � I i- 23-1/8" MAX. O.C. nvw 9" MAX. A -A 3 24-3/4" MAX. O.C. B-B 3 / ® \ \ SEE TABLES 1-4, SHEET 2 FOR REINFORCEMENT REQUIREMENTS. 8413/8" MAX. 40 / / E4 24-9/16\ / 33-518" MAX. DLO \ / MAX. DLO 6" MAX. 23-1/8" MAX. DLO Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreintorced: I See Sheet 2, Tables 3 & 4 95-3/4" MAX. FRAME HEIGHT A -A B-B 3 3 36-3/4" MAX. 71-3/4" MAX. DOOR FRAME WIDTH SIDE LITE FRAME WIDTH 107-314" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF MO CONFIGURATION (OXX SIMILAR} HEAD HEAD HEAD ZONE "D" ZONE "F" ZONE "E" w No/ \ N l O co SILL SILL SILL ZONE"D" ZONE" F" ZONE" E" LOAD ZONES FOR XXO CONFIGURATION (OXX SIMILAR) NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. FRODUC r REVNM 4% cafflN7t with tip 1F1o" a �'zpfrl�tbw tfa } ~ � • � j • • • GoVe ;��2 •. 099:1 F*►IFW SHEF.T rQMBINWG 91ZE• ° 4F&UTIONS• JQNE ELEVXMM ' AMANCHOR TALES. - JW--"" 04/11 /17 • • • • • w • ; • N •� • •ur naa • O w p ° a OW vi O ei 3OG C�} CVO 0 co it o J O aco m rn Z O Z LL _ co w r N o ON WU a w UMo G OW _j GAG o a. U w 0 to IL O 06 Ix N ® � Q J 7-a4S � Q U w Z Q Z w O Lt- O .J UP 505 O O U Q LL al;!.l Isauag \`\J%%IIIIII////" pNY LYNN,% /' i �\�� • �tGENSF �� ` * NO.58705 0 0"77 o A 0 '///ZONAL %E�.\. A. LYNN MILLER, P.E. P.E.# 58705 TARI F 11 - OXXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2' 3, WOOD 3 ALUM 1 2 CONC LOAD ZONES m m 2 q 0 r w = 3 Q w o EL JJ J m w x x x am m 2 ' o - J =! co 3 0 IL m ¢ w x MAX SIDE LITE FRAME WIDTH MAX `)OC DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 1 6 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 5 19,00 55.75 79.75 83.75 87.75 91.75 95.75 4 3 1 7 4 2 1 3 4 3 7 4 2 3 4 3 7 4 2 3 4 3 7 4 2 5 4 3 8 4 2 5 21.75 59.75 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 4 2 3 4 3 8 4 2 5 5 3 8 4 2 5 5 1 3 8 4 2 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 8 4 2 3 5 3 8 4 2 5 5 3 8 4 2 5 6 3 1 8 4 3 5 6 3 110 4 3 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4 8 4 3 5 7 5 8 4 3 5 7 5 10 4 3 5 7 5 10 4 3 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 419 4 1 3 5 7 9 4 3 5 7 10 4 3 7 ]!5 10 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 20-718" MAX. O.C. 9" MAX. 9" MAX. MAX. B-B 6" MAX. �-• -A 9" MAX. 24-3/4" MAX. O.C. 2 . MAX. OO.C. / / / / \ SEE TABLES 1-4, SHEET 2 FOR / d \ REINFORCEMENT REQUIREMENTS. 84-318" MAX. DLO \ / \9r-- / / E E \ C C /E-E 4 \ 4 / 4 24-9/16\ / 33-5/8" MAX. DLO\ / MAX. DLO I B B I I I I I I A -A I I I I I 3 3 36-3/4" MAX. SIDE 71-3/4" MAX. DOOR FRAME WIDTH LITE FRAME WIDTH 143-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION HEAD HEAD HEAD HEAD -ZONE "E" ZONE "F" ZONE "F" ZONE "E"-� T / \ 23-1/8" / \ zco / \ 0 6 MAX. MAX. 24-3/4" SILL 20-7/8" 6" MAX. ZONE "E" SILL SILL SILL ZONE "F" ZONE "F" ZONE "E" LOAD ZONES FOR OXXO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE 95-3/4" MAX. FRAME HEIGHT Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unneinforced: I See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. EXAMPLE. OXXO WITH GLASS TYPE B, 71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES, ANCHOR TYPE 2 INTO CONCRETE, DESIGN PRESSURE = +34 / -34 PSF, SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 11: 4 ANCHORS @ EACH SIDE LITE JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL 3 ANCHORS EACH SIDE LITE @ HEAD 3 ANCHORS EACH SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 11. x = DENOTES ANCHOR LOCATION. as pit* wkb 1w Flodb Aeoe�larecis 1 - O SZ • 0 I Cts�Ira�i� prt�e-_=�22. G..- _-- • F; NEW SHEET COMBINING SIZE • ° "F.VATIOV, ZONE ELEN Ai'M ' WANCHQR-MS ES. - J&* • • 04/10/17 • • •••• •••• ••••• W • z 04 [I>- U5 m r, O CO cq z N o � Z XB UWo ®� "I wU � _ W ---c .ODmo ow _ et o J LU LO o CZ� TL O M O 4aa4S = U Z Q W J LLO LL W Q � wU O O O -:)Sao a0uas %ICENSF ' � v * : No. 58705 X� O • ST T '' `SEN /'ONAL�rlllll�`\\ A. LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE 2X WOOD SEE TABLE BUCK, NOTE 1 A, SHEET 1 1X WOOD BUCK, NOTE 1 3EDMENT Tm--+--m-1/4"MAX. SHIM DOOR HEAD (WOOD) EMBEDMENT 1/4' MAX. SHIM � EDGE DISTANCE STAGGERED ANCHORS 2X WOOD BUCK, NOTE 1 DOORJAMB(WOOD) SEE TABLE A, SHEET 1 //�1/4" MAX. SHIM a EMBEDMENT 2X WOOD EDGE DISTANCE BUCK, NOTE 1 DOOR SILL (WOOD) EDGE DISTANCE EMBEDMENT 114" MAX. SHIM SEE TABLE A, SHEET 1 DOOR HEAD (CONC) EMBEDMENT-1 1/4" MAX. SHIMS STAGGERED ANCHORS 1X WOOD BUCK, NOTE 1 EDGE DISTANCE SEE TABLE A, SHEET 1 DOOR JAMB (CONC) TABLE A, SHEET 1 �1/4" MAX. SEE TABLE A, SHEET 1 EMBEDMENT 4 - EDGE DISTANCE DOOR SILL (CONC) EDGE DISTANCE SEE TABLE A, SHEET 1 .F-1/4" MAX. SHIM -SEE TABLE A. SHEET 1 DOOR HEAD (ALUMINUM) STAGGERE ANCHOR EDGE DIST :DGE DISTANCE A, SHEET 1 DOOR JAMB (ALUMINUM) I - SEE TABLE A, SHEET 1 4" MAX. SHIM SEE TABLE A, SHEET 1 DOOR SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) tmBUC C RE%%w as owa *ft %ift rile rind& haldil tg Ueda AeceWSM i4#a �v 0 Espbrww au t'ARIFIED 015TAILS, Ao"Q.: ALVMINU"- J5:Q4/10/1P • .•..• '� ci' r Y •z Lu • Q •o In O a#°Q U' N ?y L i it G � U) O O LL " UJ _ Z co (9 = Ld 7 Xe to 'ON 9MQ WV co _ W umOja oIJJ _� J t� W L0 O Z O U � U- O O W 4aa4s ® T U Z Q Ill O LL Z J w U O Q 0 0 � aq1 •�saQ sauas .LYNN,�''% VICEN•% '' * No. 58705 =_ s T€ F} ' �� i �ZORIDP.•' S > 10NAL `St` A. LYNN MILLER. P.E. P.E.# 58705 2X WOOD EDGE DISTANCE BUCK, NOTE 1-1 1/4" MAX. SHIM SEE TABLE A,SHEET 1 SIDE LITE HEAD (WOOD) EMBEDMENT JEDGE DISTANCE SEE TABLE A, SHEET 1 2X WOODJ BUCK, NOTE 1 SIDE LITE JAMB (WOOD) SEE TABLE A, SHEET 1 114" MAX. SHIM :)MENT 2X WOOD BUCK, NOTE 1 SIDE LITE SILL (WOOD) SEE TABLE EDGE DISTANCE A, SHEET 1 I EMBEDMENT I WOOD BUCK, 1/4" MAX. SHIM NOTE SEE TABLE A, SHEET 1 SIDE LITE HEAD (CONC) EMBEDMENT 1/4" MAX. SHIM SEE TABLE EDGE DISTANCE A, SHEET 1 t f SEE TABLE A, SHEET I 1X WOOD BUCK, NOTE 1 SIDE LITE JAMB (CONC) 1 X WOOD BUCK, NOTE 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 1/4" MAX. SHIM EMBEDMENT V �+ —•-� EDGE DISTANCE SIDE LITE SILL (CONC) _DGE DISTANCE SEE TABLE A, SHEET 1 14" MAX. SHIM tBLE .ET 1 SIDE LITE HEAD (ALUMINUM) SEE TABLE A, SHEET 1 EDGE DISTANCE :E TABLE SHEET 1 SIDE LITE JAMB (ALUMINUM) SHEET 1 14" MAX. SHIM SEE TABLE A, SHEET 1 SIDE LITE SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK_ lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) raoaoc r RIEvwm as =mftbs wkii tit IFkdh balwag am& AteW.me No 0 J"v D I Ezoralpo lot 2_�$,�za2-2. la.aae Pk* �JQLARIFIEp DETAILS, ACC' W • • ALUMINUM m-e "-CM/10/17 • • ' �•••`f• • •V W • N •eN- • 11194 ••> •` • ry • w 4••••• • . L p 05 aloQ (� CN z_° w to O M � >r cn O LL `' _ � W _o Z co0 W Xe U V o 00, cn W 00 _ F- W UMOJQ .ON W ? Iz- > W O Z $ C) J LL O LLI ul O p Q #aa4S ® Q J J ? U U) Z QW Z alooS LLO L W H J U 0 C] J Q to Q apt •sad sauas `��ttlllfll/// � _� . • LtCENSF �� * No.58705 0 .'cLORiDP.•:A /ll II0 A. LYNN MILLER, P.E. P.E.# 58705