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WS-19-2308Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: W$-10-1$ 2308 'j Permit Type: IA in ows/ hEttters x tWd. 0assifrcatien: Window/Door Replacement Permit Status. Approved Issue Date.10/08/201gEx tion: 04/06/2020 Location Address Parcel Number 10400 NE 4TH AVE, Miami Shores, FL 33138 1121360130150 Contacts Edelman Lopez JR Owner BNT SERVICES INC Contractor 104004 THOMAS ZESCHKE Business: 9542330126 Description: REPLACING 1 DOOR AND 2 WINDOWS ALL IMPACT Valuation: $ 4,484.00 Inspection Requests: 1305-762,4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.00 Scanning Fee $12.00 Technology Fee $3.25 Windows/Shutters Fee $80.00 Total: $153.25 Payments Date Paid Amt Paid Total Fees $153.25 Check # 6103 10/08/2019 $103.25 Check # 6264 10/01/2019 $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 authorize the above named contragt6r to o the work stated. Authorized Signature: Owner / Applicant / Contractor ! Agent Date October 08, 2019 Page 2 of 2 M Miami Shores VillageCEivE� Building Department W o 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY Tel: (305) 795-2204 Fax: (305) 756-8972 —R 1 INSPECTION LINE PHONE NUMBER: (305) 762-4949 (�i FBC 20 BUILDING Master Permit No. 230 PERMIT APPLICATION Sub Permit No. 70 BUILDING ELECTRIC ROOFING ❑ REVISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10400 NE 4 AVE City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2136-013-0150 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): EDELMAN LOPEZ Phone#: 786-461-8854 Address: 10400 NE 4 AVE City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: BNT SERVICES Phone#: 954-233-0126 Address: 1313 NE 65 PLACE City. FORT LAUDERDALE State: FL Zip: 33309 qualifier Name: THOMAS ZESCHKE Phone#: State Certification or Registration #: SCC131151154 Certificate of Competency #: DESIGNER: Architect/Engineer: one#: Address: r( 1j City: State Value of Work for this Permit: $5 ' T Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration 1:1New ■❑ Repair/Replace Description of Work: REPLACING 1 DOOR AND 2 WINDOWS ALL IMPACT Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ C_ TOTAL FEE NOW DUE $ (Q 3 • 2� (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. M Signature Signature OWNER or ENT CONTRACTOR The foregoing instrument was acknowledged before me this 01 day of SEPTEMBER 20 2019 by EDELMAN LOPE , who is personally known to me or who has produced DL as identification and who did take an oath. NOTARY PUBLIC: 04 Sign: � Print: �,tX 04 �AwA1 The foregoing instrument was acknowledged before me this 01 day of SEPTEMBER 20 19 by THOMAS ZESCHKE Ilwho is personally known to EPr who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: "- I' / � k I Print: J-Y-qcb -4U as Seal: 0rnvpue ALEXANDERHUYNH Seal: rr �e ,. ••.,�� �1�;• �s�� ALEXANDER HUYNH Commission # GG 354059 � Commission # GG 354059 y t Explres November 11, 2023 ,,E o e. M Explres November 11, 2023 APPROVED BY G Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami shores V 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). Acknowled I. Print Name Property Information Folio: 11-2136-013-0150 Property Address: 10400 NE 4 AVE Miami Shores, FL 33138-2013 Owner EDELMAN LOPEZ JR Mailing Address 10400 NE 4 AVE MIAMI SHORES, FL 33138-2013 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,864 Sq.Ft Living Area 1,460 Sq.Ft Adjusted Area 1,656 Sq.Ft Lot Size 9,482.07 Sq.Ft Year Built 1950 Assessment Information Year 2019 2018 2017 Land Value $237,065 $237,065 $237,065 Building Value $115,258 $115,258 $115,258 XF Value $2,506 $1,062 $1,075 $353,398 Market Value $354,829 $353,385 Assessed Value $304,371 $298,696 $292,553 Benefits Information Previous 2019 Benefit Type 2019, 2018 2017 Save Our Homes Cap Assessment Reduction $50,458 $54,689 $60,845 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 5 PB 10-47 LOTS 24 & E1/2 LOT 23 BLK 117 LOT SIZE 77.090 X 123 OR 18008-4597 0298 4 Taxable Value Information Previous 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $254,371 $248,696 $242,553 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $279,371 $273,696 $267,553 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $254,371E $248,696 $242,553 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $254,371 $248,696 $242,553 Sales Information Previous Price OR Book- Qualification Description Sale Page 18008- Sales which are disqualified as a result of 02/01/1998 $0 4597 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer. asp Version https://www8.miamidade.gov/Apps/PA/propertysearch/ 10/1/2019 ",j7,, CEIVED �t OCT 0 2019 Edelman Lopez Residence 10400 NE 4th Ave Door 70/-90 70/-90 31 1/2.'x 79 3/4" NOA 17-0614.14 NOA 17-0614.14 75/-75 NOA 17-0504.01 L.x3 s is - t C,7- 230 8 Miami Shores Village APPROVED BY DATE ZONING./i��1� DEPT wMNOW ;l 11,11 -CT TO COMP[ IANCE WITH ALL FEDERAL Iorf �I I C��ltNTY RIJLFS AND RFC;ULATIONS 07/01/2019 - 4:1 Plan Sheet Store\Wndows-Doors-Shutters\400 Wind Charts\_Reference\2017 Windload Charts References\2017-d FBC WIND CHART.dwg Wn EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 175 MPH MRH <_ 60' ASD DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' 'ASD' IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS BASED ON Kd = 0.85 NOTTO BE USED OR MATCHED WITH 'LRFD'OR'ULTIMATE' DESIGN LIMITING PRESSURES MRH = MEAN ROOF HEIGHT INTERIOR ZON PRESSURES 1 EXTERIOR ZONC{5_)PRESSURES1 ENCLOSED STRUCTURE, FLAT TERRAIN (SEE BELOW) INSTRUCTIONS FOR TABLE USE• Mean DESIGN PRESSURES (PSF) -ZONE 4 �- Roof Tributary Area (Sq Ft -- NONE 0 20 30 40 Height20 30 40 5 0.0 -47.9 -43.4 41.6 1 -40.6 39. 3 T t + v z 0- 15 ft REV 2014 FBC UPDATES, 2017 FBC OR HELP II K o 0 100 -52.0 +40.1 38.2 +37.2 +36. 3 -43.3 -42.2 -41.4 --0 +37.9 +37.3 18 ft -53.1 -50.9 -49.3 -48.1 20 ft +41.6 +39.7 +38.6 +37.9 +37.3 +38.7 +38.1 -46.2 -44.2 -43.1 -42.3 -41.7 20 ft +44.6 +42.6 +41.4 +40.6 +39.9 +42.6 +40.6 +39.5 +38.7 +38.1 30 ft -48.4 -46.4 -45.2 -44.4 -43.7 +44.3 25 ft 2' 1.5 64.1 -59.8 -57.3 35 ft +44.6 +42.6 +41.4 +40.6 +39.9 +47.9 +45.7 -50.3 -48.2 -47.0 -46.1 -45.4 -58.9 30 ft 40 ft +49.2 +46.3 +44.3 +43.0 +42.2 +41.5 -63.0 -60.4 -51.9 -49.8 -48.5 -47.6 -46.9 35 ft +50.5 +48.2 +46.9 1 +45.9 +45.2 -69.1 -64.4 +47.9 +45.7 +44.5 +43.6 +42.9 -53.4 -51.2 -49.9 -49.0 -48.3 40 ft -65.8 -63.0 -61.0 -59.5 55 ft +49.2 +47.0 +45.7 +44.8 +44.1 +47.9 +47.1 -54.8 -52.5 -51.1 -50.2 -49.5 45 ft +53.6 +51.2 +50.5 +48.2 1 +46.9 +45.9 1 +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 -53.Z. 60 ft +53.6 +51.2 +49.8 +48.61�- Mean DESIGN PRESSURES (PSF) - f Tributary Area (Sq Ft ight NONE 0 20 30 40 l -53.6 0.0 -47.9 -46.44 15 ft m z � 3 T t + v z REV -ADJUSTED HEIGHTS REV 2014 FBC UPDATES, 2017 FBC OR HELP II K o 0 100 -52.0 49.8 -48.2 -47.0 18 ft W +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 A2. 30 ft +46.3 +44.3 +43.0 2' 1.5 64.1 -59.8 -57.3 35 ft +47.9 +45.7 +44.5 + -65.9 -61.5 -58.9 - 7.,x`6 40 ft +49.2 +47.0 +45.7 4 -67.6 -63.0 -60.4 58.5 =57. - 45 ft +50.5 +48.2 +46.9 1 +45.9 +45.2 -69.1 -64.4 -61.7 -59.8 -58.3 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 -70.5 -65.8 -63.0 -61.0 -59.5 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 -71.8 -67.0 -64.1 -62.1 60.6 ft +53.6 +51.2 4 1. IDENTIFY THE ZONE OF THE OPENING AS_INTE NE-4).OR EXTERIOR (BUILDING CORNER, ZONE 5) PER THE FTGURE BELOW LEFT OR INFORMATION PIDED- YOU B �^ 1. ANY QUESTIONABLE OPENING�IS'ZO- ON31UE ED TH RE CRITICAL (EXTERIOR) ZONE 5. 2d IDENTIFY THE BUILDING MEAN (AVERq E) -'R O LOWEST GROUND ELEVATION. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE EIPE F HEIGHT. ` 2.1. ALWAYS ROUND UP ROOF HEI H ABL E. 2. VALID FOR ALL ROOF SLOPES! F R 5 10°, NGINEER FOR REDUCTIONS. CALCULATE THE TRIBUTARY AREA OF -0 ENI IN Q N THE GREATER OF (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) * AN EFFECTIVE'�ID_ 11 GHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTU RA - - LY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. L 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS 4�THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. . READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. ---GENERAL NOTES: ES ARE TO BE USED IN CONFORMANCE WITH (ASD) "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SE 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2 IGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. T CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN E RATED LIMITING WIND VELOCITY ABOVE. GRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. . d. I - RNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. S. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE-SPECIFIC DOCUMENT. S. 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-APPROVED 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_ THERS,IN A CE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT PRO N. - A i. 12. NO CERTIFICATION IS OFFERED FOR, H IN - 1`STRUCTURE. 1 _ 13. EXCEPT AS EXPRESSLY PROVIDED HIE E -/fbDl O - IFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONEW, EXTERIOR qQR ZON a= 10% OF LEAST HORIZONTAL DIMENSION�R41 �!' - ROOF HEIGHT (MRH), WHICHEVER IS SMALLER, BUT E 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 2 a a ROOF 0 HEIGHT _rnp o O 10 4 1 (MRH) ELEVATION w0 U) O O o REMARKS INIT ISSUE m z � 3 T t + v z REV -ADJUSTED HEIGHTS REV 2014 FBC UPDATES, 2017 FBC OR HELP II K o •[�1EAN ROOF HEIGHT (MRH) EXPLAINED __ z LEAST HORIZONTAL -n z �° Im O Ln _n OAI nx PEAK ROOF DIMENSION A M0 T rn ox O A HEIGHT 5 5 „ Z 12 n� 00 D'0 pm�0rnc>30 MEAN 3pZ rnOA\ 2 O ZZ ZZm� ROOF 5 4 f/I EAVE HEIGHT D Z � O 7 ROOF (MRH) In m 0 2 HEIGHT WIND O FLOW ••• •(]• 5 • C O • • O oto 5 O 5 4 �a PLAN VIEW �® •• • �rzzA. 1 v o COMP ISOMETRIC CORNERS \ 5 5 z°0 • • m •q • SS" TSB° 0305/12 6TH EDITION FLORIDA;NUILDING C n THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, K AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT Fj 'n WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, in ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT © PERMITTED AND INVALIDATE OUR CERTIFICATION. 2017 • • ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONEhIiS &•CLARDWG • • • MASTER PLAN SHECT • • • • • ASCE 7 -lb" ` ••• •: - O m O D Z za0rI_£ �nt o :q1_ ., m G�OIl�m(ADA m �wmzFOr�-tri zZas C'^ �womornmnmzrn vim T Z 0 0 O C A Z D Z O= y r "--I T�Ocm py A x M►� Om C� O D Z Z. m m M M= 10 D 'QLn zo,vypm=mZm z 00i:a 77w9 �rr-1 m< Pam ZZZmZ to _wp D v^ m D DO Zm2tA •• O mT A�zC�yrrl1O0 r- m Ty �Zm>�Ar �2 D'n nv Om -0m nmC0 pa m m 1 O L4 .D. D m 00 m mp�T z DR° mM (n LA ENGINEERING EXPRESS ,R, CORPORATE OFFICE: 160 SW 12th AVE, SUITE 106 DPERFIELD BEACH, FL 33442 •• '(954) 354-0660 866-396-9999 tCAM@ENGINEERINGEXPRESS.COM ENGINEE RING EXPRESS. COM jE G#G)❑ o>�0_ 0 #T vp _rnp o O 10 4 `' rnD w0 V 0 7C y yp zoC � a,r v, mD� 10z z z� 0 ( �D DO II K o 0 100 O 1'fl F1 OD LN < W NNEEkh MIAMDAD� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 3 3 175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 1070 Technology Drive 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 AEU may immediately revU.i%odify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to hvoke this acceptant- •; • if it is determined by Miami -Dade County Product Control Section that this product or. M:l er ial fait � fd meet the 0 • requirements of the applicable building code. 000000 This product is approved as described herein, and has been designed to comply with the Florida $uilding.4�poe, � • • • • including the High Velocity Hurricane Zone. •0000' '....' 0000. DESCRIPTION: Series "FD -101" Aluminum Outswing French Doors w/wo Sidelites— L'.14T. ; .. • ; • • • • • • APPROVAL DOCUMENT: Drawing No. 11005-1 Rev G, titled "Alum. French Door & &dq.utes, Impaft", sheets f •: • through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries,:signed and. sealed./ 3j.,. Anthony Lynn MiIIer, P. E., bearing the Miami—Dade County Product Control Revisiop stomp with the !Notice. of Acceptance number and Expiration date by the Miami—Dade County Product Control Sectidlf. • • • • • 0000 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 I 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. lx 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 MIAMMADs COUNTY Expiration Date: October 18, 2022 Approval Date: September 28, 2017 _\�h 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", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 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 • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • : •' • •' ...... Along with marked -up drawings and installation diagram of Aluminum Slidinr• kiss DQd" tV/ TPS, • Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Labor*;c ry* Inc., ?'eo f Repoa tt* • • No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06120416, all s gWd & ; • • • • sealed by Idalmis Ortega, P.E.(submitted tinder file #16-0629.17).000 • .... ..... 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FB V VA5 202-.1,90q.:,, • • • • • 2) Large Missile Impact Test per FBC. TAS 201-94 • • • • • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203x94• • • Along with marked -up drawings and installation diagram of fixed sidelite (0) w/•insulated 1111inated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)PYLs6864• d. Kq : • • • •: 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516002f#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 (51h 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 05/21/16. F. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of conformance to FBC 2014(5' edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report. 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. Gasc&,.P.E. 2. 01 I: C. WE New Evidence submitted DRAWINGS 1. Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact",$h2tt' I throuo 15 of 15, . • dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed anti seal4d WNLnthoity • • • Lynn Miller, P.E. • • • • • • ...... TESTS 1. None. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014(5 T` BC- 2014(5TH Edition) & 2017(6t" Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. 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(5x' edition), FBC 2017(61 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. Chands, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 SERIES 101 OLITSWING, 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 B) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 6UILDING 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/FT2) FOR THE OPENING USING THE ASCE-7 STANDARD. 3/8" NOM. GLASS STACK DESIGN PRESSURE RATING 3116" HS GLASS - 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE .090" PVB1 OR PVB2 REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE INTERLAYER UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF 1/8"ANORHSGLASS - YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. 4 EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE g J NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED Anchor Type DESIGN PRESSURE FROM STEP 1. (72>, r 3/8" NOM. GLASS STACK DESIGN PRESSURE RATING I IMPACT RATING SEE TABLES 1 -4 ON SHEET 2 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE TABLE A: 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: 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 02014 FLORIDA BUILDING CODE (FBC), STH EDITION -ASTM E1300-09 oANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM -2015 oAISI SIM12 oA1SC 360.10 �I 3116" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 316" AN OR HS GLASS ---\ 1/2" GLASS BITE GENERAL NOTES ............ 1 GLAZING DETAILS ........... 1 DESIGN PRESSURES. .....2 Min, Anchor Frame 4 Min. Edge Embedment Group Anchor Type Member Substrate Distance or Metal 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. Thickness • • • • • • • • • • • • • • : 1/4" Ico UItrsC;9 II Concrete min. 2.85 kat) 1-3/4 1-3/8" 1 F,=166 ksl, F„=177 ksi Jamb Hollow Block (ASTM C90) 1-N4" 1.114" . 114" 410 SS Elco CreteFlexM All Cone rote (in In. 3.35 ksi) 1-314" 1-3/4" 2 Jamb Hollow Block ASTM C90 "14" 1-1/4" F -127.4 ksi, F,- 189.7 ksl All Southam Pine (SG 3 $112 Stall SMS (Gr. 5) All Southern Pine (SG All 6063-T5Aluminum 3l8" 1B" 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: 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 02014 FLORIDA BUILDING CODE (FBC), STH EDITION -ASTM E1300-09 oANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM -2015 oAISI SIM12 oA1SC 360.10 �I 3116" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 316" AN OR HS GLASS ---\ 1/2" GLASS BITE GENERAL NOTES ............ 1 GLAZING DETAILS ........... 1 DESIGN PRESSURES. .....2 LYNyMi VERT. SECTIONS.............3 HORIZ. SECTIONS........... 4 PARTS LIST ...................... 5 EXTRUSIONS ................... 6 ANCHOR QUANTITY ....... .7-13 INSTALLATION ................. 14-15 7116" NOM. 13116" NOM. GLASS STACK GLASS STACK 1/8" HS GLASS 1/4" AIR SPACE 3/16" TP GLASS 112" GLASS BITE l- 3/16" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 1/2' GLASS BITE ar aa.Oyft �norw ssceNNs 17-02-10f f B4-111- Dau .99_- F) REORGANIZED SHEETS AND UPDATED TO FBC 2017, ADDED o, TABLE A &ALUM. SUBSTRATE. - JR -04110117 W C4 Y CO > o O "aa O IoIL� i• ^ p & al -Q 0 04 K o 0 cn au) o OJc Z Z LL to J g Uj79-W L) c ®Q W —a oN aoI W J 5MC7 n > V W Z m 8 O to LL op J O Qm 8 13 1aa45 3i IV to U -J .:r WZ 1--S O LL Q J w Fw- L) J Q Z u- aii1J -sa0 say 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS 30 130)-,80-83 SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING (71 71 • • • LYNyMi DETAILS ON THIS SHEET. • • • • • 30 `-• _ • • • • • `141 ; '' ��CEN,gF •. �( 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 3/8" LAMI NOM. GLASS TYPE A, (PVB1), GLASS TYPE B, (PVB2) f a • • • • • • • • • • • 7/1616LAMI #40M. • • • • � 13/16" LAMI IG NOM. LA P (P 1) • • • • GLASS TYPE E GLASS TYPE D, (PVB2) - * ' No U705 * - p '. �?J '•, MTE r •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. • • • • • • • • • • • • • • : %S' .�?OR1DP,.•'��?: 'ONAL AN=ANNEALED • • • • • • ++ • • •F'VB1 1E?``�� HS = HEAT -STRENGTHENED • = 6�0" iR061FOAPVB BY4RARAY AMERICA, INC. PVB2 = 190" SAFLEX/KEEPSAFEMAXIMUM PVB BY EASTMAN CHEMICAL CO ILLE A. LYNN MILLER P. E. TP = TEMPERED . P.E Il • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XXFRAMEl FRAME HEIGHT I WIDTH 1 6'. 79 314" 7° - 83 3/4" 1 87 3/4" 1 91314" 8° - 95 3/4- 30 37 112-1 6° 71 3 +75.01 -75.0 75.0 -75.0 +75.0: -75.0E75.0 i -75.0 75.0 -75.0 FOR MAX. SIZES OF GUMUINtU UNI IS, Stt bNtt I J 1U -1J. 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). TARI F i• DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES DESIGN PRESSURES FOR REINFORCED SIDE LITES GLASS TYPES FRAME WIDTH FRAME HEIGHT 6'-793/4- 70-83314- 87 3/4' 1 913/4- Be' - 95 3/4" 2° 25117' 40 47 314" +58.6 ; -58.6 27 314' +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 A 36118" +75.0 -76.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 +49.0 49.0+46.5; •48.5 36 3/4' +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 66.6 -66.6 +63.1 -63.1 8, C, D ORE 30 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 GUMUINtU UNI IS, Stt bNtt I J 1U -1J. 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). TARI F i• DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES X FRAME XX FRAME WIDTH WIDTH 68. 793'4" 7° - 83 3/4" FRAME HEIGHT 87 314" 9134' 8'- 95 3/4" 2° 25117' 40 47 314" +58.6 ; -58.6 +55.4 55.4 +52,4 -52.4 +49.8 i •49.8 +47.4 -47.4 27117' 5134" +54.91-649 +51.8 51.8 +49.0 49.0+46.5; •48.5 +44.3 44.3 2912" 55 314" +61.7;! -51.7 +48.8 -48.8 +46.1 1 46.1 +43.8 i •43.8 +41.6 •41.6 26 31112" 5° 593/4' +49.0 € -49.0 +48.2 -46.2 +43.6 43.8 41.4 -41.4 +39.3 -39.3 26 33112" 5° 63 314" +43.1 3 -43.1 +431 -43.1 +41,5 j -41.5 +39.3? -39.3 +37.3 -37.3 3512" 67 314" +38.1 3 -38.1 +38.1 -38.1 +38.1 ; -38.1 +37.51 -37.5 +35.8 -95 .6 3° 3712" 6° 713/4'1+34,0i-34.01+34()1-34.01+34.0'!.3-01+34.0' •34.0 +34.0 TARI F A• FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH FRAME HEIGHT 66 - 79 3/4" 7° - 83 3/4" 87 3/4" 91314' 1 80-953/4' 68' WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE 103141 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 DOOR DESIGN PRESSURE = +751-75 PSF 12 3/4" +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 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 A, B, C,D ORE E 21 3/4" +84.5 -64.5 +61.0 -61.0 +57.8 -5 7.8 +55.0 -55.0 +52.4 -52.4 a;aQ 27 3/4" +52.9 -52.9 +49.9 49.9 +47.2 47. +44.7 -44.7 +42.6 42.6 • • • • • EP !/•" LAMI (1/8" HS• 090444& 3116" HS) 381/8" +35.2 -35.2 +35.2 -35.2 +35. -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 34.D +34.0 -34.0 +34.0 -34.0 1 +34.0 -34.0,734 0 -34.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, REINFORCED, 33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-3/4" 68' WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE SIDE LITE (SEE NOTE 8) LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +751-75 PSF DOOR DESIGN PRESSURE = +75 /-75 PSF SIDE LITE DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +70.4 / -70.4 PSF OVERALL DESIGN PRESSURE = +75 / -75 PSF OVERALL DESIGN PRESSURE = +70.4 / -70.4 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B, UNREINFORCED, UNREINFORCED, 30" WIDE X 87-3/4" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4" 71-314" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X SIDE LITES (SEE NOTE 8) 95-314" SIDE LITES 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 AVAI LABLE SIZE. (E.G. FOR 32" "X" DOOR WIDTH IN TABLE 3, USE 33-10) DOOR DESIGN PRESSURE = +43.6 / -43.6 PSF DOOR DESIGN PRESSURE = +34 / -34 PSF SIDE LITE DESIGN PRESSURE =+47.2 /-47.2 PSF SIDE LITE DESIGN PRESSURE = +341-34 PSF OVERALL DESIGN PRESSURE =+43.6 / -43.6 PSF OVERALL DESIGN PRESSURE = +34 /-34 PSF U •• ••• • • • • • •• EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, •I • • EXAMPLE 6, (USING TABLE 1): XX WYTH GLASS-r�� • • • • • • • • 32" W IDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR (SPE NOT£ 8)D • • • • • DOOR DESIGN PRESSURE = +751-75 PSF DOOR DESIGN PRESSURE= +75 / -744 PSF • • • • • • • i i • • • GLASS TYPES (ALL TABLES, THIS SHEET): a;aQ A. 3/8" LAM (1/8" A, .090 PVB, 3/16" HS) • • • • • EP !/•" LAMI (1/8" HS• 090444& 3116" HS) i • C.=116"♦x°^21 (3/160A,0090 PVB, 3/16" HS) • • • • D.•T116"1Ag11 (wl6:HC .09QPVB, 3116" HS) • • • • E. 1116• I IG (9/1(P TP, •N" AIRSPACE, 118" HS, .090 PVB, 3/16" HS) ••• • • • • Or • • • •• •• • • • •• •• ••• • • • ••• • • NODUC f REVISFA a ami wwi Nt ma& b".s Cede Eltcwsaa Mo G G Ls iPtr� Dere-��2�2.- �+dPrAr-Cuatui � ) NO CHANGES THIS SHEET.- R - 04/tD/17 �!�'I z N Y U O i'2 o co } N a;aQ p O 04 o � a OJc N w Z LL ni J � = W O 8 W V .0 i2 Vi e oN W 5 n> W ca LL O a 0 O W c 1aa45 y Ucn Z = m 5 Z w ¢ W If ala�S � D- Z J w � 9 U =)U a o d ad!i ��sa9 saug (31 z 40 \� 40 EXTERIOR INTERIOR � EXTERIOR INTERIOR L—_ 0) 1) 2� 60 37 (64 AT HEAD/JAMB 60 65 AT SILUJAMB CLEAR -COLORED J SEALANT EXTERIOR INTERIOR 62 63 MAX. DOR MAX E DLO FRAME DLO EE 62 HEIGHT HT 30 12 SL VIEW G -G CORNER ASSEMBLY .. ... . . 1.489 .. ... .. . . . .. C11 •• ••• ••• • • ••• DOOR SECT. A -A SL SECT. B -B • • • 14-16102 •' • • ' VERTICAL VERTICAL • • .. .. .... .. .. ••• • MAX SID LIT FRAM HEIGHT • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROD" f RLYF&n a •repyWg w11Y Me FbAft IwYin Cede Aorryieecc NO � -0 • � I E>.Widw owe Z-2- ma 2 is G) NO CHANGES THIS SHEET. - '4 JR - 04/10/17 s C z Y c U Baa b O O' 0 cgi O J g m Z Z u' �O J —wj L) uE LU e W i a W u"'°'n on H- LU :.mp Z rn o r 0) LL c0 O x M O /n ® O laaFF4S U 'a W J aro:s LL V J W U Q O Lu ag�l�sap szua LLL YNv i ' •.� >k No. w7oe Qs Off �I/Inlu1 A. LYNN MILLER P.E. P.E # 58705 7(X' FRAME WIDTH MAX ° ° -- _ / 'XX' SECT. C -C 36 34�� i 44 HORIZ. MAX. 'X' FRAME WIDTH SPACING, SAME AS JAMB ANCHOR SPACING SHEETS 7, 8 AND 9) SEE NOTE 3, THIS SHEET 3/4" SL FRAME WIDTH---{ MAX. DLO �" SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) L 66 r - — MAX. J DLO '1 REINFORCEMENT NOT REQUIRED FOR STAND-ALONE 'XX' DOORS. REINFORCEMENT NOT REQUIRED FOR INTERIOR STAND-ALONE'X' DOORS. REINFORCEMENT MAX. SL FRAME WIDTH NOT REQUIRED FOR cgTANn-Ai nNE'O' EXTERIOR 32 NOTES: 1) CLEAR OPENING FOR W AND'XX' DOORS AS FOLLOWS: WIDTH: 'X' DOORS • DOOR FRAME WIDTH -5.648 XX' DOOR = DOOR FRAME WIDTH /2-4.079 HEIGHT: • • � � � D� �FR,�ME� EI SFR •3.259" • •�2):1DJLVMA 'AOX','OXO ND `XX'D0ORO','OXX'AND'OXXd • •. • BY 314" WH EN • CONpcUROTIOJIS. • • 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2. SHE EFT 2. ITEM ^p2T I,S NO ��UIRED WITH COMBINATIONS • • • • : • • : • FR9 -WBLES;i 4, F ET 2, OR WITH STAND-ALONE '01, SL SECT. F -F •• 'X'& X CONFISLIROTION6 FROM TABLES 1 AND 2. . . . . . . . . . . . HORIZ. (SINGLE SIDE LITE) •. • • •' • •' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FAODUCf REyram m n Oplyj g,Ykb tb FISSI& im".g COM AatepUme Nrf�0 Etpirtln Ihte 47-2 ul.�c•.r,e �.�]G) NO CHANGES THIS SHEET. ,IR -04110tH Y W G ? Hai Oo p O O N o m aloa w 0 v a . 0: c i m ct h o 0 -1 0 Z Z LL nk J U WUc � W —0a 6 Z H W Mi Z 0;� � O O69 o_ v ® O ~ 1'a _ w U Q W h alo O u- Z O J it N Lu5 U Q = O aq!/ 'asap sau: 44i� p0,� � Ccs •'•FG ORID?`.•`'`G\i�l AL A. LYNN MILLER P -E. P.E.# 38705 ITEM[DING # POT# DESCRIPTION SILICONE 1 9438 60411 FRAME HEAD \ 2-...1010 80300 WSTP.,-LON.190 X.375 HIGH \ 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH STRUCTURAL \\ 1/4" NOM. , 4 BSS 7955X FLUSHBOLT STRIKEPLATE POLYISOBUTYLEN 5 938 79MX 2 PT. LOCKS PLATE WITH DESICCANT 6 986 7956A FRAME HEAD STRKEPLATE BACKING PLATE EXT. GLASS KODIS PACE 7 7832X12FPXP #832 X.50OPH. FL. M3- B.S. WISIUCONE PATCH 8 995 70985 GASKET THRESHOLD 8 FRAME JAMB _ 4SG TPS 9 998 70998 GASKET BETWEEN HEAD 8 FRAME JAMS 10 852A 6533016 19LLER HEAD ADAPTER / P13 11 611 OUTSWING THRESHOLD 1670 671670 WSTP, .350 RD FOAM FILL TSLOT AMSBURYfK12011 INT. GLASS 110D4A 811004M OUTSWING THRESHOLD CHANNEL COVER 110014 11001A ACETAL SPACER.055 THRESHOLD, OP710NAL I �_j 11o02A 4110024 ACETAL SPACER .085 THRESHOLD. OPTIONAL 11oo3A 411ooaA ACETAL SPACER. 140 THRESHOLD. OPTIONAL HOT -MELT BUTYL 915D 60380 FRAME JAMB OUTSWING STRUCTURALqg ACTIVE 1010 80300 WSTP.,D-LON.19D X.375 HXiH SILICONE 66608M REINFORCEMENT, 1.000 X2.750 X0.650, 9061-T5 FOAM \ 3116"NOM. DOOR 1 140 78X112PSATS 98 X 1.500 PH SO A 17S 24 1008 71048 JAMB SCREW COVER CAP DESICCANT PANEL TH 25 930 41721E STRIKE PLATE INSERT 26 1178 71OX34PFA 910 X.750 PH. FL SMS EXT GLASS tlt SUPER LOCK 27 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH SPACER NXT Tm 30 910D 6910 DOOR PANEL TOP S BOTTOM RAIL STILE 31 911E 6911 DOOR PANEL, BIDE RAI. j 32 917 7FRA0 HLNGEEXTRUSION 33 1178 71058FP W,B 010 X.625 PH FL. SMS `-INT. GLASS 34 913A 603TSM TRUSS CLAMP 35 1130 STRODA 5116.18 THREADEDR00 36 990 7B90N7rA 511618 FLANGED HEXNUT 37 914.4 OD379M WEATHERSTRIP CHANNEL \ 98 7834FPT #8 X.75 PH. FL. TEK ALUMINUM 39 997 70897 GASKET (BETWEEN PANEL HEADISILL & PANEL STILES) REINFORCEMENT a, 40 1023 678240 WSTP., .187 X.260 HIGH, FINSEAL 41 928 41720 SLIDE BOLTASSY. NACMVE PANEL ONLY 42 1145 76X12FPAW #6X.500 PH FLSMS TYPE BOB 5116' 0 43 1212 7P3000 SILL DUET PLUG (INACTIVE PNLI BUTYL& 44 9638 6983 DOOR PANEL ASTRAGAL 1 WING DESICCANT 45 9848 6984 DOOR PANEL ASTRAGAL 2(OUTSWING FOAM DURASEA0 \� 46 1213 SO200K WSTP.,O10N .190 X.200 HIGH EXT. GLASS / 02 47 929 .74LIBLOK LOCK $UPPORTASSY.(41707841706) SPACER 48 1139 7634F #8 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. • _ 50 6R160F8 RUBBER SLEEVE 51 930 41721 STRIKE PL INS RT NACTIV ANEL / —INT. GLASS 0 52 931 7FRSPX DFADBOLT STRIKE PLATE 0 53 1116 71OX34PFA #10 X.750 PH FL SMS '� O 54 957 7X HANDLE STRIKE Pu 55 1118 710X34PFA #10 X.750 PH FL SMS PCLYISO- DESICCANT FILL AREA ° 60 920D 69200 SIDEUTE HEADER BUTYLENE 5116' NOM. 1 921 8921 SIDELTTE SILL _ SEAL 82 9168 60381 SLDELITE JAMB SILICONE SEAL 03 1155 761 POA 08 X 1.000 0 )AD PN. SMS ROLL -FORMED 84 7988 HEAD GASKETS STOCKING #70998 STAINLESS STEEL TM 65 999 7999 SILL GASKETS STOCKING 07 XL EDGE 68 9344 61041M 61DELITE JAMB ADAPTER 83 87 _ #12X1.000SHEET METAL SCREW / SPACER ° EXT. GLASS 70 712853K SETTIING BLOCK, 116- X 114" X 1' /PSA 1 O 71 71287K SETTING BLOCK, 1H8' X 1/2' X 1' WlPSA ll 72 4222A 54222 BEAD, 7/18" • • 00: • • • • •,�8 73 988 6988 BEAD, 3B' INT. GLASS • • • • • • 74 988 IG BEAD / • • • • • • • 92 _ 986 84986 BEAD, INTERIOR • • • • • • • • 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED—— • • • • • • • �/ 94 GLAZING SILICONE, DOW 899 OR 983 • • 000 • • • • • • • 95 GLASS, 3,18" LAMI -11W A. ,90 PVB, 3'16' HB 96 GLASS, of LAMI -118' HS, .90 PVB, 3/16' HS 97 GLASS, 7116" LAMI - 3/16"A,.90 PVB, 3116" HS 98 GLASS, 7116' LAMI -3/16' HS, .90 PVB, 3H6" HS • • • • • • • • • • • 102 110084 41106A ACETAL SPACER .295 THRESHOLD, OPTIONAL • • • • • • 103 OFF -THE SHELF DEAD BOLT LOCK, MIN 1• THROW, GR 3 STEEL REFERENCE TEST REPORTS: FTL-8717, 8968 &8970 • • • i • i 104 OFF -THE SHELF HiAI•DLEILATCH ASSEMBLY, MIN 7/16' THROW, OR 3 STEEL ITEMS # 17-19, 28, 29, 56.59, 68, 69, 75-79, 84-91 & 99-101 ARE NOT • • • • • • • • • USED AND ARE NOT PART OF THIS APPROVAL. Perth De.uip6on Material SO KOmmslfl0 4SG TPS Spacer System • Bt OueneX Sups Spacer r0R w8h MIX Melt Butyl See th15 Shed fOr 82 Ouener 0uraseat Spacer Materiels 83 Cert9nal Ja_ Edge Spacer ••• • • • • ••• • • -04110117 c Y to 'Aa y oa • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRODUCf REVISED vt..PkA"� dw Fboft wAccw.. ;._L1-_6 •UI &4*,, ll.Otte w rte= pB;r C4•rL11 F) NO CHANGES THIS SHEET. - JR -04110117 c Y to 'Aa y oa }n o C9 N 3 w 0 a' Lis V) u In O OLLo Z m o _J Z W W U 00 a °O � OM'J OW n > a J W OZ O) O O � !n a8 J LL O 0 W 7aa4S UU U) = U Q Z W can t -Ts I< D LLLL Q J � o u�5 U Q O CO LLLL a;Tg �0sa0 salsas `177{111111111/ 0%4Y LYNjV�',,�, Vic N'se No.58705 7TE.•((7�� � � '•.:cf ORIDP.. ••G���� S,�ONAL {E� A. LYNN MILLER, P.E. P.E.# 56705 7.750 -1.750- -1.750- � 1.750 .062 4.000 .062 4.100 .062 4.100 .062 4.700 4.675 4.675 DOOR PANEL DOOR PANEL �O TOP & BOTTOM RAIL 31 SIDE RAIL -� DOOR PANEL DOOR PANEL 8083-T5 6063-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL 6063-T5 ` _ 6063•T5 3.865 3.711 550 1.400 .050 FILLER HEAD ADAPTER 10 6063-T6 3.000 1-41.272 1.479 1 050 /� FRAME HEAD J 6063-T6 .050 .079 7.4189 .489 1 3.000 % OUTSWING THRESHOLD 1 11 6063-T8 -1.500 .125 760 TRUSS CLAMP <34J 6063-T5 5.459 6-085 - 3.100 .805 050 683 C43/16" GLAZING BEAD 7 1 6063-T5 %^\SL 60HEADER `�6063-T6 1.4 L h+-.383 050 .683 5/8" GLAZING BEAD 66 6063-T5 79 .075 .5.212 4.586 jam- 3.100 --► (\61) 60 SILL 6063-T6 1.578 --►i .690 050 3.000 n62 SL JAMB 6063-T6 74 IG GLAZING BEAD 6063-T5 .504 t:- L .830 � � .300 013 OUTSWING THRESHOLD CHANNELCOVER • • • • • • • • 60W -T6 • • 2 • • • • • • 2.750 1.000 • • • • • • 000 • 50 • t • •�• JAMB • ADAPTER • • :2 • TUBE MULL • 6:03-T6: • • • t ` 60(r5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rytoouC r aevum ua+m wm tie /ieiY hawing Cale AceW,-m N• 6 0 E�piraien Data Z M1jt#✓QW� F) NO CHANGES THIS SHEET. - JR e -04110/17 S z �•�-1.480 --1 050 1'820 I2q$ Y r +- O .250--� Q w 7 WEATHER ` J STRIP CHANNEL 050 3.000 6063-T5 OJ oo o y Z LL O 0.375 DOOR FRAME ��� JAMB a.t2 125 6063-T6 W aao 0 ,'-HINGE OW � �32) 6063-T5 1.578 --►i .690 050 3.000 n62 SL JAMB 6063-T6 74 IG GLAZING BEAD 6063-T5 .504 t:- L .830 � � .300 013 OUTSWING THRESHOLD CHANNELCOVER • • • • • • • • 60W -T6 • • 2 • • • • • • 2.750 1.000 • • • • • • 000 • 50 • t • •�• JAMB • ADAPTER • • :2 • TUBE MULL • 6:03-T6: • • • t ` 60(r5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rytoouC r aevum ua+m wm tie /ieiY hawing Cale AceW,-m N• 6 0 E�piraien Data Z M1jt#✓QW� F) NO CHANGES THIS SHEET. - JR e -04110/17 S z 11NiLYIVIV inu1��� * : No. 58705 SAA 0 R 10 11 S�ONAL 1ENG`�� A. LYNN MILLER P.E. P.E.0 58705 I2q$ Y r O a7o0 O Lo Q w (n 0 O OJ oo o y Z LL O J Z W W Uro W aao 0 'ory OW � J 5M0 uj 07 � LL O 0 O ® 0 1aav5 V) U to c K ZO aia s O K LL ? LL J C W V J Q � W a8: rosa0 sauag 11NiLYIVIV inu1��� * : No. 58705 SAA 0 R 10 11 S�ONAL 1ENG`�� A. LYNN MILLER P.E. P.E.0 58705 X DOORS, ALL GLASS TYPES ANCHOR TYPE SUBSTRATE 2, 3, WOOD 3 ALUM 1.2 CONIC LOAD NES a m x Ct rn $ _ x < m , x v 01 x MAX DOOR FRAME WIDTH MAX FRAME HEIGHT 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 5 F24 2 6 2 6 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 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 1 3 4 3 6 3 4 3 7 3 4 3 7 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 Design Pressure See Sheet 2. Table 1 20-7/8" MAX. O.C. 6" MAX. 3 13-1/4" MAX. j 23-1/8" MAX. O.C. / ' MAX.MAX. FRAME 84-3/8" HEIGHT MAX DLO D-0 \ q 40" \ (TYP.) 24-9/16`! MAX. DLO \ \ 37.1/2" MAX. DOOR FRAME WIDTH TYP. DIMENSIONS OF SINGLE DOOR, X HEAD �- ZONE ^C' LOAD ZONES FOR SINGLE DOOR, X 1RODUC f REYI$HO bft-P4•Vf wit► t& FI.,{y �eetme N 17-O So y.oI 0•x3r�Zo1v 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" P4%(J.• C. Vw iMt�:• • • • • • • JAMBS (ALL): 13-1/4' MAX. FROM CORNERS AND 23-118^ MAX. O.C. HEAD 8 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. • • • • • • • • • • • • • • • • • • • • • •• •• • • • • •• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 W 0 N Y 0 > w � E O N aO� 0 7 v) OJ m 2. w g z u- m w J � U U W Lu < J Miro em"a n > ' Q W z $ o U LoLLO C) U Z za)oos W co O ILL J Q J LU O U p elaJ(1 'a5 X sa�5 LYIVA( � 't .•'��^10ENg�'•.4F �. •. � * : No. 68705 mz �"Z,10NAL,S: A. LYNN MILLER, P.E. P.E.# 56705 XX DOORS, 9" MAX. , e_; �3" • 3 ALL GLASS TYPES ANCHOR TYPE & 2. 3. WOOD 1 2 CONC SUBSTRATE 3ALUM 0!4 sc.. Of LOAD ZONES M b O b Z W Z �D U < J W a MAXDOOR W MAX. OW FRAME FRAME HEIGHT 4 i to WMTH LL O / % 47.75 79.75 4 3 4 2 / 83.75 5 H 4 2 / 87.75 5 W 4 2 91.75 6 ]�4 4 2 W 95.75 5 4 4 2 51.75 79.75 5 4 4 2 / 83.75 5 4 4 2 87.75 5 4 4 2 91.75 5 4 4 2 95.75 6 4 4 3 55.75 79.75 5 4 4 2 83.75 5 4 4 2 87.75 5 4 4 2 6 4 4 3 91.75 95.75 6 4 4 3 59.75 79.75 5 5 4 2 63.75 5 5 4 2 87.75 6 5 4 3 91.75 6 5 4 3 95.75 6 5 4 3 63.75 79.75 5 5 4 2 83.75 6 5 4 3 87.75 6 5 4 3 91.75 6 5 4 3 95.75 4 3 67.75 79.75 6 5 4 3 83.75 6 5 4 3 87.75 6 5 4 3 91.75 7 6 4 3 95.75 7 6 4 3 71.75 79.75 6 5 4 3 83.75 6 5 4 3 87.75 6 5 4 3 91.75 7 6 4 3 95.75 7 6 4 3 8` MAX. I 20-7/8" MAX. O. C. TYP. ELEVATION OF XX CONFIGURATION HEAD I ZONE HEAD �-t ZONE "D' / \ 13.05` / \ a / \ O.C. z / \ w O rOd 91-3/4` r.l \ / I 13.1!4" �-- 20-7!8' 9' --�1 6" MAX. SILL -! MAX. SILL ZONE"D" ZONE"D" 63.3!4` LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure See Sheet 2, Table 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): I" 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 E ASTRAGAL CENTERS AND 20.7/8" MAX. O.C. IT 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASS TYPE A, 63 -314 -WIDE X 91-3/4" HIGH DOUBLE DOOR, ANCHOR TYPE 31NTO 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 0 HEAD 5 ANCHORS EACH DOOR PANEL @ SILL OSEE CIRCLED VALUES ON TABLE 6. X• •DER"S AIII lR LOCATIORI. • • • • •• • • • • ••• • •• ••• •• • • • •• •• ••• ••• • • ••• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRDDUC f REVISED i eegl�lq wN► Iie FI MYk N•W+I CeA Aeseop0mm No 1 7-6 $b4.0 1 E>< *"w Defe� 2. mawL RnAr ee•r F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. -JR - 04/10/17 -04/10/17 W zY Z 9" MAX. , e_; �3" • 3 - as 13-1!4' MAX. 0 4/o >. ^ ` o aloe on 0 0!4 sc.. Of C, M co) O 0 _j U- ro Z W Z �D U < J W u.xo W aoN OW 9Mp Z � � 0 to U) 0 LL O / Q \ MAX. O.C. a 84 M) . 3/8' DLO laay5 / Z H \ Z / MA) MA) FRM W J aim HEIG ~ or U W o ZiX�X Q 24-9118'l / a11� 'asap sauag MAX. DLO\ / -A �-- 71-3(4" MAX. DOOR FRAME WIDTH TYP. ELEVATION OF XX CONFIGURATION HEAD I ZONE HEAD �-t ZONE "D' / \ 13.05` / \ a / \ O.C. z / \ w O rOd 91-3/4` r.l \ / I 13.1!4" �-- 20-7!8' 9' --�1 6" MAX. SILL -! MAX. SILL ZONE"D" ZONE"D" 63.3!4` LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure See Sheet 2, Table 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): I" 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 E ASTRAGAL CENTERS AND 20.7/8" MAX. O.C. IT 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASS TYPE A, 63 -314 -WIDE X 91-3/4" HIGH DOUBLE DOOR, ANCHOR TYPE 31NTO 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 0 HEAD 5 ANCHORS EACH DOOR PANEL @ SILL OSEE CIRCLED VALUES ON TABLE 6. X• •DER"S AIII lR LOCATIORI. • • • • •• • • • • ••• • •• ••• •• • • • •• •• ••• ••• • • ••• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRDDUC f REVISED i eegl�lq wN► Iie FI MYk N•W+I CeA Aeseop0mm No 1 7-6 $b4.0 1 E>< *"w Defe� 2. mawL RnAr ee•r F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. -JR - 04/10/17 -04/10/17 W zY Z 0 3 - as 0 4/o >. ^ ` o aloe on 0 0!4 sc.. Of C, M co) O 0 _j U- ro Z W Z �D U < J W u.xo W aoN OW 9Mp Z � � 0 to U) 0 LL O Q 00 a O laay5 Z H Z Z W J aim ~ or U W o ZiX�X Q X a11� 'asap sauag t I to oNY (LYNN / /,'��' N0.50705 r1ONAL 1111i1IC? �. A. LYNN MILLER, P.E. P.El 50705 TABLE 7: DesIgn Pressure s.. sh..(z, Tea. z 17-7/8' MAX. O.C. 6. HEAD MAX, 3ZONE'E"-� 1 23 1/6" MAX. O.C. m m 4" w w Z z O E m m HT 1 F4F f'w� SILL ZONE "E" 36-314" MAX. IDE LITE FRAME WIDT TYP. ELEVATION OF LOAD ZONES FOR SINGLE SIDELITE, O SINGLE SIDELITE, O NOTES: •• ••• • • • • • •• 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. • • • • • • • • • • •• • • • • ••• • 2)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CG�JCRETL�4-MIN. U.C.FORfCMY• • JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 23-1/8' MAX. O.C. • • • • • • • • • • • • HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-314" MAX. O.C. 3) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. •• ••• ••• • • ••• 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. *00 : • • • • • • . . . • • • . . . . • . • • .. • . • • . . O SIDE LITE, ALL GLASS TYPES 131/4' MAX. ANCHOR TYPE & SUBSTRATE 2. 3. WOOD 3ALUM 1 2 CONIC • • LOAD ZONES 00 � O w w � O m g Q O w N , O MAX FRAME WIDTH FMRAME 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 4 2 5 4 2 6 21 4 2 6 4 2 36.13 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 36.75 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 ••• 131/4' MAX. • • • ••• • • 95.3f 84/8" MAX MAX. DLO FRAM HEIGHT • • 33-5/8" IM • • • AX. DLO • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1SWUDC f REVMM a �dfii w•►At Fifld. Aca­=12-O$D�•O' �Vk+Mu 0•ttSL lea(.Awdr udw(clobd F) NEW SHEET COMBINING SIZE -�, ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - W10117 W N Y U > � "°a � � o o o cn Y n o � °;a0 O (� N z u� BE lA u� w 0-0 o ay Z Z LL � r� J W 0(.)o ® LU W u. a Z 0 77 ~ ",,Z c w S2 � oZ o 0 N LL °p O rf m 0 1aa45 U QLU aio�5 0 LL J Q J of p O IL aq�; �osep sauag .�`�111yILYN :� �'� VtGENSF'• /��� �: * : gNo.r58705 crz 'O 5 4E'- 14 /;s'ONAL 1EN�.. A. LYNN MILLER, P.E. P.E.# 58705 TARI F A - ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 9" MAX. 20-718"MAX. O.C. 6' AA I BB MAX. 3 3 _ 13-1/4" MAX. SEE TABLES 1-4, \ SHEET 2 FOR \ REINFORCEMENT / \ REQUIREMENTS. • \ /\ 84-3/8' MAX MAX. DLO / FRAME HEIGHT i / 4 24-Q/16"UMA.5DLO /MAX. DLO MAX. 36-314" MAX. SIDE LITE FRAME WIDTH -► 73-1/2" MAX. DOOR + SIDE LITE FRAME WIDTH 6" MAX. J_ 23 -VW MAX. O.C. I C-4 O L X0 & OX, c i- Y ti al°0 O ALL GLASS TYPES 13-1/4" Z Z ZU- (oo U ANCHOR TYPE & 2 3, WOOD 3 ALUM 37-1 /2' MAX. DOOR 1,2, CONC 1.vwO FRAME WIDTH SUBSTRATE r > oZ W O � LL O O 0 LOADZONES 70/0/45 U w 5 Q W w a O LL X J w L) m a aQ m m a a m MAX MAXX MAX SDE LITE DOOR FRAME FRAME FRAME W OTT WIDTH HEIGHT O O X , X O O x x 10.75 25.50 79.75 4 2 1 3 5 4 2 2 4 83.75 4 2 4 5 4 2 2 4 87.75 4 2 4 5 4 2 2 4 91.75 4 2 4 5 4 2 2 4 95.75 4 2 4 6 4 2 2 4 12.75 27.50 79.75 4 2 4 5 4 j 2 2 4 83.75 4 2 4 5 4 2 2 4 87.75 4 2 4 5 4 2 2 4 91.75 4 2 4 6 4 2 2 4 95.75 4 2 4 6 4 2 3 4 19.00 29.50 79.75 4 3 4 5 4 2 2 4 83.75 4 3 4 5 4 2 2 4 87,75 4 3 4 6 4 2 2 4 91.75 4 3 4 6 4 2 3 4 95.75 4 3 4 6 4 2 3 4 21.75 31.50 79.75 4 3 5 5 4 2 2 4 83.75 4 3 5 8 4 2 2 4 87.75 4 3 5 6 4 2 3 4 91.75 5 -T-3 3 5 6 4 2 3 4 95.75 F -5 5 7 4 2 3 4 27.75 33.50 79.75 5 3 1 5 6 4 2 2 4 83.75 5 3 5 6 4 2 3 4 87.75 5 3 5 6 4 2 3 4 91.75 6 3 5 7 4 3 3 4 95.75 6 3 6 7 4 3 3 4 36.13 35.50 79.75 6 4 5 6 4 3 3 4 83.75 6 4 5 6 4 3 3 4 87.75 7 5 6 6 4 133 4 91.75 7 5 6 7 3 4 95.75 7 5 6 7 4 3 3 4 36.75 37.50 79.75 6 4 5 6 4 3 3 4 83.75 6 4 5 6 4 3 3 4 87.75 7 5 T57 7 4 3 3 4 91.75 7 5 6 7 4 3 95.75 7 5 1 6 1 7 4 3 3 4 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 9" MAX. 20-718"MAX. O.C. 6' AA I BB MAX. 3 3 _ 13-1/4" MAX. SEE TABLES 1-4, \ SHEET 2 FOR \ REINFORCEMENT / \ REQUIREMENTS. • \ /\ 84-3/8' MAX MAX. DLO / FRAME HEIGHT i / 4 24-Q/16"UMA.5DLO /MAX. DLO MAX. 36-314" MAX. SIDE LITE FRAME WIDTH -► 73-1/2" MAX. DOOR + SIDE LITE FRAME WIDTH 6" MAX. J_ 23 -VW MAX. O.C. I TYP. ELEVATION OF XO CONFIGURATION (OX SIMILAR) HEAD ZONED' HEAD 6ONE - 9' MAX. -�-� \ \ in w \ z z N N �- 20.718" �{ 6, 3 6" MAX. 9" MAX -�•jl 243/4' Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 UnreMorced: See Sheet 2, Telles 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. ii:cs v�3651e H• 17-o.iUyo�l tia;�s�kel�2tr^��2- � 1 EXAMPLE: iS'eiN?sD:fi 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 DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS 0 DOOR JAMB 3 ANCHORS 0 DOOR PANEL HEAD 3 ANCHORS 0 DOOR PANEL @ SILL 4 ANCHORS ® S1DE LRE JAMB 3 ANCHORS SIDE LRE HEAD 3 ANCHORS SIDE LITE SILL • • • • O SEE CIRCLED VALUES ON TABLE 8. X = DENOTES ANCHOR LOCATION. SILL ZONE "D" • - -=Lm LONE E'• • • • • • • • LOAD ZONES FOR O CONFIGURATION: to & ANCHORAGE LAYOy-f U9Vp INE LE • : :. (OX SIMILAR) •� • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F) NEW SHEET COMBINING SIZE n ELEVATIONS, ZONE ELEVATIONS ' AND ANCHOR TABLES. - JR - 04/10/17 �' C-4 O L nay c i- Y ti al°0 O 13-1/4" Z Z ZU- (oo U -j 4B 37-1 /2' MAX. DOOR W J 1.vwO FRAME WIDTH TYP. ELEVATION OF XO CONFIGURATION (OX SIMILAR) HEAD ZONED' HEAD 6ONE - 9' MAX. -�-� \ \ in w \ z z N N �- 20.718" �{ 6, 3 6" MAX. 9" MAX -�•jl 243/4' Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 UnreMorced: See Sheet 2, Telles 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. ii:cs v�3651e H• 17-o.iUyo�l tia;�s�kel�2tr^��2- � 1 EXAMPLE: iS'eiN?sD:fi 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 DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS 0 DOOR JAMB 3 ANCHORS 0 DOOR PANEL HEAD 3 ANCHORS 0 DOOR PANEL @ SILL 4 ANCHORS ® S1DE LRE JAMB 3 ANCHORS SIDE LRE HEAD 3 ANCHORS SIDE LITE SILL • • • • O SEE CIRCLED VALUES ON TABLE 8. X = DENOTES ANCHOR LOCATION. SILL ZONE "D" • - -=Lm LONE E'• • • • • • • • LOAD ZONES FOR O CONFIGURATION: to & ANCHORAGE LAYOy-f U9Vp INE LE • : :. (OX SIMILAR) •� • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F) NEW SHEET COMBINING SIZE n ELEVATIONS, ZONE ELEVATIONS ' AND ANCHOR TABLES. - JR - 04/10/17 �' C-4 O L nay c O Y ti al°0 O O� Y J S o Z Z ZU- (oo U -j 4B U •8 W k OLIIJJ W J 1.vwO -N JM'J r > oZ W O � LL O O 0 70/0/45 U Q W F LOU a1-� O LL X J w L) 06 OX 0 Q O apll �sa0 saua ``�1,,... ,. r/// � lcsn �"•�ORIDA. • •'��� S � CONAL IEN. A. LYNN MILLER, P.E. P.E.# 5e7D5 DETERMINEDINDEPENDENTLY.Vv� ^,V V✓�" v i- . 23 -tib" MAX. }TO.C. I 6' MAX. Design Pressure 20.7!8' MAX. O.C. 4I-.- 6.. MAX Reinforced: WA 6" MAX. I - B 24-3/4" MAX. O.C. Unrelniorced: I See Sheet Z TgNes 3 & 4 3 13-1/4" MAX. / / / OXO, ALL GLASS TYPES DLO • ANCHOR TYPE &SUBSTRATE 2' 3' WOOD 1,2. CONC o N 'o7 p 3 ALUM (� N 2 m \ a N 00 J cc+) i� O_joo ay LL LOADZONES D \ w GJ. w GJ. 24-9/16\ .pN OW > UZ J m H 25 J to 25 m ;a J f° Z5 J 2S MAX MAX'X MAX SIDE LTTE DOOR FRAME g 6 S 7aa45 FRAME WIDTH FRAME FRAME HEIGHT = S NOTES: Z Q WIDTH WIDTH al S 0 10 x O O x 10.75 25.50 79.75 4 2 7 4 2 3 *90 '�sep 83.75 4 2 _L L4 2 3 87.75 4 2 7 4 2 3 91.75 4 2 7 4 2 3 95.75 4 2 7 4 2 3 12.75 27.50 79.75 4 2 7 4 2 3 83.75 4 2 7 4 2 3 87.75 4 2 7 4 2 3 91.75 4 2 7 4 2 5 95.75 4 2 7 4 2 5 19.00 29.50 79.75 4 3 8 4 2 3 83.75 4 3 8 4 2 3 87.75 4 3 8 4 2 5 91.75 4 3 8 4 2 5 95.75 4 3 8 4 2 5 21.75 31.50 79.75 4 3 8 4 2 3 83.75 4 3 8 4 2 5 87.75 4 3 8 4 1 2 1 5 91.75 5 3 8 4 2 5 95.75 5 3 10 4 2 5 27.75 33.50 79.75 5 3 8 4 2 3 83.75 5 3 8 4 2 5 87.75 5 3 8 4 2 5 91.75 6 3 10 4 3 5 95.75 6 3 10 4 3 5 36.13 35.50 79.75 6 4 e 4 3 5 83.75 6 4 8 4 3 5 87.75 7 5 8 4 3 5 91.75 7 5 10 4 3 5 95.75 7 5 10 4 3 5 36.75 37.50 79.75 5 4 8 4 3 5 83.75 6 4 8 4 3 5 87.75 7 5 10 4 3 5 91.75 7 5 10 4 3 5 95.75 7 1 5 10 4 3 5 DETERMINEDINDEPENDENTLY.Vv� ^,V V✓�" v i- . 23 -tib" MAX. }TO.C. I 6' MAX. Design Pressure 20.7!8' MAX. O.C. 4I-.- 6.. MAX Reinforced: WA 6" MAX. I - B 24-3/4" MAX. O.C. Unrelniorced: I See Sheet Z TgNes 3 & 4 3 13-1/4" MAX. / / / 84318" MAX. DLO • ' MAX. FRAME HEIGHT O o N 'o7 p (� N 2 m \ a N 00 J cc+) i� O_joo ay LL C1i Z W D \ J 33-518' Fu10 24-9/16\ .pN OW > UZ MAX. DLO JMp MAX DLO \ w1lU- / O 3 B -B 3 36-3W' MAX. SIDE LITE FRAME WIDTH 37.112' MAX. DOOR S 7aa45 FRAME WIDTH 109-1/2' MAX. DOOR - SIDE LITE FRAME WIDTH NOTES: TYP. ELEVATION OF OXO CONFIGURATION (NOT AVAILABLE WITH REINFORCEMENT) y� HEAD HEAD HEAD r- ZONE "E'�-ZONE"F'�ZONE"E" p Y 3 � 7 p o O o N 'o7 p (� N 2 m N 00 J cc+) i� O_joo ay LL C1i Z W D Z co x 00 o�•- J Fu10 .pN OW > UZ / JMp r w1lU- / O N 0 O S 7aa45 U y Z Q W Q al S O LL W J w o U • •• • • • • ••• ILlIL *90 '�sep seua5 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. D.C. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20.716' MAX. O.C. HEAD & SILL OF SIDE LITES: 6' MAX. FROM CORNERS AND 24314" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14815. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. • 97) SIDE LITE OVERLAPS DOOR BY 314" ONCE ASSEMBLED. SILL Iii LL SILL* • • • • - ZONE "E' ZOMo"F" • 4PNE.*. • • • - • •• • • • • • • - LOAD ZONES FOR C�Gd C(• yIGUR,4TI • • • 0 - ••• • • • • ••• • - • • • • • • • • • - • •• •• • • • •• •• ••• • • • ••• • - Mm4•� wm Iw rhd& Aesk�wnN• I O 7 O s'�Inq"uue D Z �u,., ma1 •n ca•pld F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS .', AND ANCHOR TABLES. -JR- `� 04/16/17 > p Y 3 � 7 p o O o N 'o7 p (� N 2 m N 00 J cc+) i� O_joo ay LL C1i Z W D Z co x 00 o�•- J Fu10 .pN OW > J JMp r w1lU- 0 O S 7aa45 U y Z Q W Q al S O LL W J w o U = O p ILlIL alit '�sep seua5 -- \`1111111111// 0t1Y LYNN * : No. 58705 ; �17-e, � T� ''•. Fl0R1OP. •'' \�: s70NAL,0NG`•` A. I YNIIMILLER, PE. P.E.# 58705 DINDEPENDENTLY. VvvETEFZI�E 9" MAX. 20-718' MAX. O.C. 6" MAX. -1 � MAX. I XXO & OXX, ALL GLASS TYPES 1 ANCHOR TYPE & SUBSTRATE 713/4" MAX. DOOR FRAME WIDTH 2' 3, WOOD SIDE LITE FRAME WIDTH 107-3/4" MAX. DOOR -SIDE LITE FRAME WIDTH 1,2, CONC NOTES: (OXX SIMILAR) J 23-1/8" MAX. O.C. 3 ALUM 757 OW S2 J / \ n m LOAD ZONES \ 0 Z U i / \ lu N b IL m IY ii fL MAX. 40 / E 4 N Ui 8 a m y 24-9116\ as ❑ EC MAX FRAME 3m LL a LU Q = a a = i FRMAX AME F� Q X ❑ CL J•• ••ACL ••• • SILL • • WIDTH WIDTH HEIGHT O O 10.75 47.75 79.75 4 1 2 4 1 3 1 6 1 4 1 2 4 1 2 3 83.75 4 2 5 4 7 4 2 4 2 3 87.75 4 2 5 4 7 4 2 4 2 3 91.75 4 2 5 4 7 4 2 4 2 3 95.75 4 2 5 4 7 4 2 4 2 3 12.75 51.75 79.75 4 2 5 4 7 4 2 4 2 3 83.75 4 2 5 4 7 4 2 4 2 3 87.75 4 2 5 4 7 4 2 1 4 2 3 91.75 4 2 5 4 7 4 2 4 2 3 95.75 4 2 6 4 7 4 2 4 3 5 19.00 55.75 79.75 4 3 5 4 7 4 2 4 2 3 83.75 4 3 5 4 7 4 2 4 2 3 87.75 4 3 5 4 7 4 2 4 2 3 91.75 4 3 6 4 7 4 2 4 3 5 95.75 4 3 6 1 4 8 1 4 2 4 3 5 21.75 59.75 79.75 5 5 8 4 2 4 2 3 83.75 5 5 8 4 2 4 2 3 87.75 t43 6 5 8 4 2 4 3 5 91.75 6 5 8 4 295.75 6 5 8 4 2 4 3 5 27.75 63.75 79.75 5 3 5 5 8 4 2 4 2 3 83.75 5 3 6 5 8 4 2 4 3 5 87.75 5 3 6 5 8 4 2 4 3 5 91.75 6 3 6 5 8 4 3 4 3 5 95.75 6 3 7 1 6 1 10 4 3 4 3 5 36.13 67.75 79,75 6 4 6 5 1 8 4 3 4 3 5 83.75 6 4 6 5 8 4 3 4 3 5 87.75 7 5 6 5 8 4 3 4 3 5 91.75 7 5 7 1 8 10 4 3 4 3 5 95.75 7 5 7 6 10 4 3 4 3 5 36.75 71.75 79.75 6 4 6 5 8 4 3 4 3 5 83.75 6 4 4 3 4 3 5 87.75 7 5 %59 4 3 4 3 5 91.75 7 5 4 3 4 3 5 95.75 7 5 4_1 3 1 4 1 3 5 DINDEPENDENTLY. VvvETEFZI�E 9" MAX. 20-718' MAX. O.C. 6" MAX. -1 � MAX. I a z N co Design Pressure Reinforced' I Sea Sheet 2, Tablas 1 & 2 24314' MAX. O.C. U--i-f­ad"I See Sheet 2, Tables 3 & 4 3 6" MAX. T 23.118" SEE TABLES 1-4, MAX. DLO SHEET 2 FOR REINFORCEMENT r 95.3/4" REQUIREMENTS. MAX. / FRAME / HEIGHT 335/8" MAX. DLO 1 A -A NJ 1 11 1 36-3/4" MAX. 713/4" MAX. DOOR FRAME WIDTH / SIDE LITE FRAME WIDTH 107-3/4" MAX. DOOR -SIDE LITE FRAME WIDTH TYP. ELEVATION OF XXO CONFIGURATION NOTES: (OXX SIMILAR) J 23-1/8" MAX. O.C. iz W 0 C �� W 757 OW S2 J / \ n m / \ 0 Z U i / \ N UL O m IY MAX. 40 / E 4 ❑ Ui \ • /* • • 24-9116\ / ❑ MAX. DLO\ alD-$ O LL O _3 a z N co Design Pressure Reinforced' I Sea Sheet 2, Tablas 1 & 2 24314' MAX. O.C. U--i-f­ad"I See Sheet 2, Tables 3 & 4 3 6" MAX. T 23.118" SEE TABLES 1-4, MAX. DLO SHEET 2 FOR REINFORCEMENT r 95.3/4" REQUIREMENTS. MAX. / FRAME / HEIGHT 335/8" MAX. DLO 1 A -A NJ 1 11 1 36-3/4" MAX. 713/4" MAX. DOOR FRAME WIDTH / SIDE LITE FRAME WIDTH 107-3/4" MAX. DOOR -SIDE LITE FRAME WIDTH TYP. ELEVATION OF XXO CONFIGURATION NOTES: (OXX SIMILAR) J ZONE "D" �-ZONE "F � ZONE "E" (O� O O N y M / \ O -J o fn Z 2L'(D oC J W iz W 0 C �� W 757 OW S2 J / \ n m / \ 0 Z U i / \ N UL O m IY ❑ Ui \ • /* • • • • • • • Z ❑ x alD-$ O LL O _3 e5 0 L) U O X ❑ CL J•• ••ACL ••• • SILL • • LOAD ZONES:FOAXXb C4gF:Gt)M_00V • �(O X SIMILAR) • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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): 13-114" 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/B" MAX. O.C. HEAD & SILL OF SIDE UTES: 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) CONFIGURATIDNS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4' ONCE ASSEMBLED. FRODtxraevmm m �p+*i{ wkb clic Fbd& WWKQ�d• Ewliadvo6•m1 _a ' 0 2 •w'1Ytidr pfy�coftwi - F) NEW SHEET COMBINING SIZE H ELEVATIONS, ZONE ELEVATIONS T AND ANCHOR TABLES. - JR - 04/10117 w I] ao0 (O� O O N y M K Lf) S O -J o fn Z 2L'(D oC J W iz W 0 C �� W 757 OW S2 J 9M7 n W 0 Z U ❑ y UL O IY ❑ Ui U W Z ❑ x alD-$ O LL O _3 e5 0 L) U O X ❑ age �osa0 saua$ LYNN'''%�. ,y/ '�L10ENgF'•, `qtr * : No. 58705 pc9� S 2 0;c" STA ,O'T7k,, !O . AL e NAI 11,,,x` A. LYNN MILLER P.E. P.E.# 58705 OXXO, ALL GLASS TYPES I ZONE'F" ANCHOR TYPE & SUBSTRATE 2,3 ' ,3, WOOD 1 2 CONIC p �c � O 3 ALUM zN O a J [7 u a!a LOAD ZONES T O -1 o t2W �s [� w L w ZLL to U U • M J W LU u.o 1 mj J W SMO Lo O 2 O U MAX SIDE MAX DOOR MAX aLU a LITE \ \ SEE TABLES 1-0, FRAME FRAME HEIGHT ', _ 75 WIDTH WIDTH 2 O O o 10.75 47.75 79.75 4 1 2 1 6 4 1 2 1 3 / \ 83.75 4 2 7 4 2 3 U � 87.75 4 2 7 4 2 3 • p 91.75 4 2 7 4 2 3 DLO 95.75 4 2' 7 4 2 3 12.75 51.75 79.75 4 217 4 2 3 83.75 4 2 7 4 2 3 87.75 4 2 7 4 2 3 \ 4 91.75 4 2 7 4 2 3 /4 95.75 4 2 7 4 2 5 19.00 65.75 79.75 4 3 7 4 2 3 0. 83.75 4 3 7 4 2 3 / 33-5/8' 87.75 4 3 7 4 2 3 ZONEI'611� • • • 91.75 4 3 7 4 2 5 95.75 4 3 8 4 2 5 21.75 59.75 79.75 4 3 6 4 2 3 83.75 4 1 3 81 4 1 2 1 3 87.75 4 3 8 4 2 5 91.75 5 3 8 4 2 5 95.75 5 3 8 4 2 5 27.75 63.75 79.75 5 3 8 4 2 3 83.75 5 3 8 4 2 5 87.75 5 3 8 4 2 5 91.756 3 8 4 3 5 95.75 6 3 10 4 3 5 36.13 67.75 79.75 6 4 8 4 3 5 83.75 6 4 8 4 3 5 87.75 7 5 8 4 3 5 91.75 7 5 101 4 1 3 1 5 95.75 7 5 10 4 3 5 36.75 71.75 79.75 6 4 8 4 3 5 83.75 9 4 3 5 87.75 9 4 3 5 91.75 10 4 E56 3 95.75 10 4 113 11 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERh11NED INDEPENDENTLY. 20-7/8" MAX. O.C. 9' MAX. 9" MAX. MA6. X. _I6' MAX. 9. MAX. 24314" MAX. O.C. B -B I 6"I B -B A -A 3 36-3/4" MAX. SIDE 71-3/4" MAX. DOOR FRAME WIDTH LITE FRAME WIDT - --H 143/4" MAX. DOOR +SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION ZONE "E"}_ I ZONE'F" ZONE�'F' Y 3 U Baa p �c � O zN O a J [7 u a!a N T O -1 o t2W �s / \ ZLL to U U • M J W LU u.o OW V I` > J W SMO Lo O 2 O U _p 23-1/8" MAX. O.C. 23-1 /8" / / / / \ \ SEE TABLES 1-0, Q / Iaa4S SHEET 2 FOR \ 75 F 2 O m / • \ REINFORCEMENT REINFOAX MAX. w Z D- / \ w O REQUIREMENTS. FRAME U � 84318" Q • p HEIGHT a4y �3sa0 MAX. DLO / E- \ E -E \ 4 • \ 4 /4 • •• 00 \ / t 0. S MAX. . ..-�O ILL 249/18\ / 33-5/8' ZONE •20-7/ff ZONEI'611� • • • MAX. DLO\ / MAX. DLO 6"I B -B A -A 3 36-3/4" MAX. SIDE 71-3/4" MAX. DOOR FRAME WIDTH LITE FRAME WIDT - --H 143/4" MAX. DOOR +SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION ZONE "E"}_ I ZONE'F" ZONE�'F' Y 3 U Baa p �c � O zN O a J [7 u a!a N T O -1 o t2W �s / \ ZLL to U U • M J W LU u.o OW V I` > J W SMO Lo O 2 O U _p 23-1 /8" / \ Q Iaa4S F 2 O m Z / \ w Z D- / \ w O O o U � Q p p a4y �3sa0 seua \ 00/000 •• • 0 • •• 00 0. S MAX. . ..-�O ILL SILL ZONE •20-7/ff ZONEI'611� • • • LOAD ZONES FOR OX? U04FIGURA,TIC14 ; & ANCHORAGE LAYOUT• SE N EX/;bilPt�o • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • 0% • •• •• ••• • • • • • Design Pressure Reinforced:See Sheet 2, Tables 1 & 2 Unr6mlbrced: 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 243/4' 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 314" ONCE ASSEMBLED. EXAMPLE: OXXO WITH GLASS TYPE B, 71 -3/4 -WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36:1/4" X 95.314' SIDE LITES, ANCHOR TYPE 2 INTO CONCRETE, DESIGN PRESSURE _ +341-34 PSF, SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPL DOOR ANCHOR REQUIREMENTS FROM TABLE 11: 4 ANCHORS Q EACH SIDE LITE JAMB 5 ANCHORS EACH DOOR PANEL 9 HEAD 5 ANCHORS EACH DOOR PANEL 0 SILL 3 ANCHORS EACH SIDE LITE 0 HEAD 3 ANCHORS EACH SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 11 X =DENOTES ANCHOR LOCATION. Ntoeucraevas� N�•ar/ylq �vIM ter I7ceid� fit,Elre•r De•e2Z wt,w MY pmwl Comm ELEVATIONS, ZONE ELEVATIONS .e AND ANCHOR TABLES. -JR- J,JF) NEW SHEET COMBINING SIZE r 04/10/17 W z z h W o Y 3 U Baa p �c o 7534 O zN O a J [7 u a!a N o O O -1 o t2W �s ZLL to U U • M J W LU u.o OW V I` > J W SMO Lo O 2 O U _p LL O Q Iaa4S F 2 O Z wQ 75335 yQ o D- W J w O o U � Q p p a4y �3sa0 seua ```1111 n ur//rii. LYNN ,.. ' ` 1,IGENSF'•, �'� * No. 58705 ' S;ONal1�el' A. LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE—EDGE DISTANCE ••• • • • • ••• • • • • • • • • 2X WOOD SEE TABLE EDGE DISTANCE (+-- A, SHEET 1 � '1 • - BUCK, NOTE 1 1X WOOD , ', EMBEDMENT SEE TABLE /-A, SHEET 1 BUCK, NOTE 1 - EMBEDMENT �—� � 1,,.•--- _ ` "MAX. SHIM 1/4' MAX. SHIM 1/4" MAX. SHIM SEE TABLE SEE TABLEawpbiq YetriU rleelda ^ A, SHEET 1 A, SHEET 1 Acro 17-0 y .3 BfrtrrY• Ofte.Z. DOOR HEAD (WOOD) DOOR HEAD (CONC) DOOR HEAD (ALUMINUM) L ea.•.'�ia.•wfl F) CLARIFIED DETAILS, ADDED ALUMINUM. -JR -04/10/17 EMBEDMENT EMBEDMENT I 1/4"MAX.SHIM� 1/4" AX. SHIM 1/4"MAX. SHIM —r a EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE Z r U)❑ �J > v; c 3 "aa STAGGERED STAGGERED \ STAGGERED ANCHORS �'�� ANCHORS `SEETABLE ANCHORS ' N z o alo0 tq A, SHEET 1 0 m a v! o .•..tl, Z LL c:' �� W v� WOOD 1X WOOD SEE TABLE J = LLQ E U 7 to — -7e BUCK, NOTE 1 A, SHEET 1 BUCK, NOTE 1 U W HW- W -qc W t u 0 oN sMo DOORJAMB(WOOD) DOOR JAMB (CONC) DOOR JAMB (ALUMINUM) o z o a 55 LL O ,6 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 ` SEE TABLE A, SHEET 1 � O ~ r 7aa4S uJ o W ❑ J 1WMAX. SHIM 1(4' MAX 1/4" MAX. SHIM � U aio�g .. ,�, ;J'ei.' SEE TABLE LL x Z SEE TABLE A, SHEET 1 A, SHEET 1 ` O LL J_ EMBEDMENT EMBEDMENT w � :D QQ� ?X WOOD EDGE DISTANCE EDGE DISTANCE I� EDGE DISTANCE epl 'asa0 sauaS BUCK, NOTE 1 DOOR SILL (WOOD) DOORSILL (GONG) •,• ••� •!• DOS SILL (ALUMINUM) ; ���`��Nu ENT� • • • • • • • • • • • 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTAMED DTR%tTLY"t SOLID CONCR@% OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 112" _ * : No. 58705 _ THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). c (1�c� �} 46- 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON4ME7AbLIC GF";[ (33W PSI MIN4, (D Y OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE:F• SUBSTRATE IS W OR, 3@0 FELTiPAPER ��MASTIC IS REQUIRED BETWEEN THE GROUT :: �O��ss•F<OR`pP,.• N AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 0 : 0 • • 0 • 0 0 • : : : �� EXTERIOR IN F �7,,D�III AL I I ��1�' • • • • • • ap goo, 3. TYP. ANCHOR TYPE, EMBEDMENT 8 EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. • • • (ALL HEAD 8 SILL SECTIONS) A. LYNN MILLER, RE. P.E.# 58705 0% • • DGE DISTANCE 2X WOOD EDGE DISTANCE A, SHEET 1 SEE TABLE+A, (� EDGE DISTANCE BUCK, NOTE 1 I ' EMBEDMENT A, SHEE 1A, SHEET 1EMBEDMENT1X WOOD" MAX. SHIM114" BUCK MAX. SHIM 1/4" MAX. SHIM NOTE 1 TABLE LE SEE TABLESEE • • A, SHEET 1 T 1 A, SHEET 1 MYhq C." • • E:aigWOne �iZRT7vZZ • • • .Z -- SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) SIDE LITE HEAD (ALUMINUM) "R•1�G•*d c ° F) CLARIFIED DETAILS, ADDED SEE TABLE EMBEDMENT EMBEDMENT� A,SHEETI .� ALUMINUM. -JR -04/10117 1/4" MAX. SHI� 1/4" MAX. SHIM 1/4" MAX. SHIM ", Y JEDGE SEE TABLEEDGE DISTANCE DISTANCE A, SHEET 1 \ JEDGE DISTANCE > o IN a o EE TABLE SEE TABLE A, SHEET 1 INN } � _" S E 77-0- 0O ,SHEET1 , 8 SEE TABLE p ! rc o o A, SHEET 1 O J r ZLLm ^� 2 J w = w g -�1 W U to W 4F u" DJ(j BUCK, NONIOTEDI 1 X WOOD BUCK, NOTE 1 i s ro W N �U SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) SIDE LITE JAMB (ALUMINUM) J y J LL O SEE TABLE A. SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 Of L 0 OJ w 4s ® J 1/4" MAX. SHIM 114" MAX. SHIM U L Cn Z 1X WOODc W Z a•o�s BUCK, NOTE 1 1/4" MAX. SHIM LU SEE TABLE O LL ~ J J � EMBEDMENT SEE TABLE „ A, SHEET 1 A, SHEETI U j J w EMBEDMENT ¢ y �' EDGE DISTANCE 2X WOOD BUCK NOTE 1EDGE " DISTANCE EDGE DISTANCE SIDE LITE SILL (WOOD) •• ••• • • . SIDE LITELITESILL(ALUMINUM) `111111 ��1 Y LYN e�,`,, '"��cENs" SIDE LITE SILL (CCAIC) ••; �. -.cam • • • • • • • • • DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INST,*LLED CIRI!CTLPtO SOLID OONICFZFVE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" * : No. 58705 = 1k^ 1. WOOD BUCKS 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, NW*MGTftLIC GQQl1T (33x0 PSI MIN,), (1139?yF BY OTHERS) MUST FULLY SUPPORT THE ENTIRE �'' . 'tORIOP 4� LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRAT SUB RATE ISNJ000, Xg FELT PAPE R MASTIC IS REQUIRED BETWEEN THE GROUT 1F 'ONA�11111 AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • • • • • • • • • •• • • • • • EXTERIOR INTERIOR • a .S ///+1111 • 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. • • • • • • (ALL HEAD & SILL SECTIONS) A. LYNN M ILLER, P.E. P E n sa7ot • • • • • • • • • • • • •• • • • •• •• ••• •• • • ••• • • MIAMI-DADE MIA'Vl7-DADS COUNTY • 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 ANCE (NOA PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 www.miamidade.-goy/economy 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 testingand the AHJ may immediately revoke, modify, or suspend the use of such product or material;wit�.g their•jurxsdictions • e s s o RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade rou lty Prq111tt,Control •� Section that this product or material fails to meet the requirements of the applicable Vu i�ei: g code "' • • • • • • This product is approved as described herein, and has been designed to comply wl$the Florida*Buildin$.9..0 Code including the High Velocity Hurricane Zone.- � • . DESCRIPTION: Series "CA -740" Outswing Aluminum Casement Window - L'.'lr.1. ..:..' APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement j'' ; Detail LM &' SM", sheets I through I1 of 11, dated 08/08/12, with revision C dated 05125/17, ftep'dr$1 by ipanufactureri•.•:. signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County -Product Cod'dl•.REvisiop stamp with the Notice of Acceptance number and expiration date by the Miam1.15aAe County eProduci`*: Control Section. • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA, Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0629.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.14 Expiration Date: April 11, 2023 Cep Approval Date: September 14, 2017 Page l PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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 PVC slidini•glsss doorJ..... a PVC fixed window and an aluminum sliding glass door, usi;g;f:(:dispace.4$G TPS spacer system, Duraseale spacer system, Super Spacer® NXTTV•spawr systemand XL,...:. EdgeTM spacer system at insulated glass, prepared by FenestratiorfTesting Laboratory....; Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-.70,. dated' i LG16/ 15 06/07/16 and 06/02/16 respectively, all signed and sealed by IdAis.Orted, PI. ..;.. • (Submitted under previous NOA No. 16-0629.21) .. .. . ...... 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ; • •; •; •, 2) Uniform Static Air Pressure Test, Loading per FBr_, TAS =-94 3) Water Resistance Test, per FBC, TAS 202-k. • .. ; • • • •; 4) Large Missile Impact Test per FBC, TAS 201-94 '.:..' 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTM -7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6t' Edition. (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P .E. Product Contra VExa miner NOA No. -0 4.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 InterIayers" 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 07/04118. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014) and with FBC 61h Edition (2017), dated August 29, 2017, issued by manufacturer= signed and sealed by Anthony Lynn Miller, P.E. ; • • • • • • • 2. Statement letter of no financial interest, dated June 9, 2015, isfizb& by manufacturer, .' signed and sealed by Anthony Lynn. Miller, P.E. ...... .... ....� � • .. 3. Proposal No. 16-0125 issued by the Product Control Section, dVed March 09, 2016, :....: signed by Ishaq Chanda P.E. • • • • • • (Submitted under previous NOA No. 16-0629.21) ' ...... . . ..... .... . ...... G. OTHERS •••••• • 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industrie=, Ince for Suil4wies � • � • • "CA -740" Outswing Aluminum Casement Window - L.M.I." aporbVL'd on.08/.1.1/16 and expiring on 04/11/18. 6.%. Manuel P',efe4 P.E. Product Contro g finer NOA No. -0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME, INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) 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 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TAR[ F 1 Glass Types Sheet # 1 5116" Lam! (1/8 An -.090' PVB -1/8 An) 5 2 7/16" Lami (3116 An - -090" SG - 3116 An) 6 3 7116" Leml 3/16 HS -.09D" SG - 3/16 HS) 7 4 7/8" Lami. IG (118" An - 7116" Air - 118" An -.090' PVB - 118' An) 5 5 7/8" Lami. IG (118" T- 7116" Air -1/8" An -.09U` PVB - 1/8' An) 8 8 7/8" Lemi. IG (3116" An - 1/4" Air - 3115" An -.090" SG - 3/18" An) I 9 7 718" Lami. IG (3116" An - 1/4" Air - 3116" HS -.090' SG - 3/16' HS) 7 8 7/8" Lami. IG (3/16" T -1/4' Air - 3116" An -.090° SG - 3/16' An) 9 9 7/8" Lami. IG (3/16" T-114' Air - 3/16' HIS -.090' SG - 3/16' HS) 1 7 'PVB"= TROSIFOL PNVB BY KURARAY AMERICA, INC. "SG"= SENTRYGLAS BY KURARAY ANIERICA, INC. DESIGN PRESSURE RATING I IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 3T" WIDTH 25.476" MAX. O.C. IF WIDTH IS UNDER 33.478" (HEAD & SILL 4" MAX. r—r• B. SEE SHEET 2 A ELEVATION .................................. I GLAZING DETAILS ........................... 1 I \ I 2 ASSEMBLY TUBE DETAILS ............. I \ I se" 4 I \ I / ! VISIBLE DESIGN PRESSURES ...................... � LIGHT 10 Ct HEIGHT .OBO" SG®BV IaIRARAY mi r1i t'<od11n (DLO) AMERICA, INC. 2017. PER FBC 2017. GLASS I / 3/16• ANNEALED OR Det-: I HEAT -STRENGTHENED I / IXTERIOR I I 4" MAX, -..I 17-1M" MAX. A. SEE O.C. SHEET2 6" MAX. F O.C. USEANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26" OR OVER 5/16'LAMIIATED �J 7/16"LAMINATED —I GLASS STACK GLASS STACK —'ll .096" TROSIFOL®PVB ,090• SG®BY KURARAY 1/8' ANNEALED / BY KURARAY 3/16* ANNEALED OR AMERICA, INC. AMERICA. INC, HEATSTRENGTHENED- GLASS • GLASS is 3/16" ANNEALED OR —HEEXTERIOR 39 11118u5SNEALED EXT�ER.K,)R 0 GLASS ASTRENGTHENED cs 111 61 "GLASS BITE I 1 11178' GLASS BITE GLASS TYPE 1 j GLASS TYPES 2 & 3 7/8' NOM. 7R1• NOM. III LAMINATED GLASS STAG( GLASS STAG( 7116' GLASS STACK S O1A33 STACK STACK D ,f ' 1/B"ANNFALEO GLASS 3/18' ANNEALED OR 7/18'AIRSPACE� /09PTROSIFOL®PVB 114 -AIRSPACE- -HEAT-STRENGTHENED GLASS t/8• ANNEALED OR I / BY KURARl1Y y18• IWNCLASS AME SGS BY KURARAY TEMPERED GLASS� ~ I IfIi1j�•J{,/ AMERICA,INC. GESS V AMERICA, INC. `l 118 AN4EALED 38 3116"ANNEALEDOR EXTERIOR 76" HEIGHT 14-1/2' MAX. O.C. IF WIDTH IS 33.476' 8 OVER (HEAD 8 SILL) 30" VISIBLE _ rte-- OPENING (DLO) �I TYP. ELEVATION OF CASEMENT WINDOW •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FOC), STH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM -2015 •AISI 5100-12 •AISC 360-10 GENERAL NOTES .............................1 ELEVATION .................................. I—. 1 GLAZING DETAILS ........................... 1 INSTALLATION_....... _.................-. 2 ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES ..................... 4 DESIGN PRESSURES ...................... 5-9 ASSEMBLY DETAILS/BOM.............. 10 EXTRU S IONS/SPACER.................... 11 * •W.587A4/7 • *•� E ! 4u; f•Sio i/ON*,L� • 7yrrrlflful •• •A. LYNN%ILLER P.E. • EXTERIOR HEAT -STRENGTHENED GLASS /: 11/16' GLASS BITE �r�% ! 11/16' GLASS BITE GLASS TYPES 4 & 5 LJ GLASS TYPES 6 & 7 715" NON. J2 m mmplving with the Fluids GLASS STACK J 7116"GLASS STACKED - GLASS STACK 3116' ANNEALED OR • • • • • Revised By: 0.1. �HEATSTPENGTHENED GLASS • 114 -AIRSPACE. 05/25/17 .OBO" SG®BV IaIRARAY mi r1i t'<od11n 3116'TEMPERED AMERICA, INC. 2017. PER FBC 2017. GLASS Y91 3/16• ANNEALED OR Det-: 38 HEAT -STRENGTHENED IXTERIOR I GUST rJescrrPt'_: Drawn By. GLAZING DETAILS J ROSOWSKI 1111 08 LASS BITE Titre: �3) Dote: • N. VEWE,•FL 34275 • (9414 4a8 -16W CASEMENT WINDOW DETAILS - LM 8L SM ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LJ PRODUCT REV ISFD J2 m mmplving with the Fluids GLASS TYPES 8 & 9 Building Code ,1 Acceptor No / 1 rat Dane: • • • • • Revised By: 0.1. Rev eion: • JR 05/25/17 UPDATE RAGE mi r1i t'<od11n • • 2017. PER FBC 2017. • • • Revised By: Det-: ReNsion: • • ® rJescrrPt'_: Drawn By. GLAZING DETAILS J ROSOWSKI • 1070 TECHIII 4."IV= Titre: Dote: • N. VEWE,•FL 34275 • (9414 4a8 -16W CASEMENT WINDOW DETAILS - LM 8L SM 08/08/12 • •COI•RKIWOMIS • PGTIpUSSUES,IN•• SeriesllAode1: Sccle: `hes;: Drawing No. Rev: • _--_11 -- --- .----_ CA -740 NTS 1 OF 1RVW 1 MD-CA740-LM C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION, OPTION t EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET EXTERIOR a ATTACHED TO FRAMEJAMB ATTACHED TO VENTJAMB 4� G n TYP. ANCHOR TYPE, EMBEDMENT AND EDGE INSTALLATION -+-- EDGE DISTANCE OPTION 2 CONCRETE/CMU INSTALLATION ANCHORS PER ANCHOR DIRECTLY INTO MASONRY. EMBEDMENT REQUIREMENT TYP. ANCHOR 1/4' MAX TYPE - SHIM ATTACHED TO \ EMBEDMENTVENT SILL AND EDGE ' , DISTANCE PER 4 8 32 33 SUBSTRATE, . \ SEE TABLE 3. O J SHEET 4. EDGE B DISTANCE BUCK WIDTH \\ P 161-- �F L JAMB HARD- WARE BUCK HEIGHT TO FRAME JAMB INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. 82 82 ATTACHED TO VENT SILT EMBEDMENT 1 24 VISIBLE LIGHT WIDTH (C 70 FOR SNUBBER REQUIREMENTS, SEE TABLE 4. SHEET 4. OPTIONAL ADDON FLANGE ® HEAD, SILL & JAMBS SEE DETAIL NOTES: Al, BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3. SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1 -117 - THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE Y BE (NST STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE I J)E APPROVED LION, ALUMINUM, EL FRAMING OR STEEL STUD WINDOW WIDTH 10• MAX. 3537 DEPICTED AS 2X ARE 1.1/2" THICK OR EDGE DISTANCE THROUGH 1XBUCKSTRIP ATTACHEDTO HORIZONTAL SECTION A -A 15 iI FRAMEJAMB WOOD BUCK DESIGN AND INSTALLATION EGRESS FORMULAS: ATTACHED TO r n WIDTH. WASH HINGE: WINDOW WIDTH - 13.112 IS THE RESPONSIBILITY OF THE ENGINEER VENT JAMS L NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1l2 - 81 WINDOW 1) WHEN INSTALLING HEIGHT: WINDOW HEIGHT -6 HEIGHT •• • • COMBINATION UNITS. VISIBLE 14 ••• LIGHT ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: HEIGHT • • (DLO) WIDTH: WINDOW WIDTH - 7 ATTACHED TO FRAMEJAMB ATTACHED TO VENTJAMB 4� G n TYP. ANCHOR TYPE, EMBEDMENT AND EDGE INSTALLATION -+-- EDGE DISTANCE OPTION 2 CONCRETE/CMU INSTALLATION ANCHORS PER ANCHOR DIRECTLY INTO MASONRY. EMBEDMENT REQUIREMENT TYP. ANCHOR 1/4' MAX TYPE - SHIM ATTACHED TO \ EMBEDMENTVENT SILL AND EDGE ' , DISTANCE PER 4 8 32 33 SUBSTRATE, . \ SEE TABLE 3. O J SHEET 4. EDGE B DISTANCE BUCK WIDTH \\ P 161-- �F L JAMB HARD- WARE BUCK HEIGHT TO FRAME JAMB INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. 82 82 ATTACHED TO VENT SILT EMBEDMENT 1 24 VISIBLE LIGHT WIDTH (C 70 FOR SNUBBER REQUIREMENTS, SEE TABLE 4. SHEET 4. OPTIONAL ADDON FLANGE ® HEAD, SILL & JAMBS SEE DETAIL NOTES: Al, BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3. SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1 -117 - THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE Y BE (NST STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE I J)E APPROVED LION, ALUMINUM, EL FRAMING OR STEEL STUD OPTIONAL. UNIT MA ALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS WINDOW WIDTH 10• MAX. I DEPICTED AS 2X ARE 1.1/2" THICK OR EDGE DISTANCE THROUGH 1XBUCKSTRIP EXTERIOR HORIZONTAL SECTION A -A 15 iI WOOD BUCK DESIGN AND INSTALLATION EGRESS FORMULAS: r- Window Anchor Tp n WIDTH. WASH HINGE: WINDOW WIDTH - 13.112 IS THE RESPONSIBILITY OF THE ENGINEER 1r-2s.w NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1l2 - 1 1 OR ARCHITECT OF RECORD. MAXIMUM 1) WHEN INSTALLING HEIGHT: WINDOW HEIGHT -6 •• •• • • COMBINATION UNITS. SHIM THICKNESS TO BE 1/4". •• ••• • ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10' MAX. • • ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 i INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. HEIGHT' WINDOW HEIGHT- 7 f - / FROM EACH SIDE OF THE FRAME. I ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: I OPTIONAL. UNIT MA ALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS CO PERANCHOR 10• MAX. I DEPICTED AS 2X ARE 1.1/2" THICK OR EDGE DISTANCE THROUGH 1XBUCKSTRIP L— a SEE DETAIL A2, BELOW GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. iI WOOD BUCK DESIGN AND INSTALLATION 1 r- Window Anchor Tp n (bight IS THE RESPONSIBILITY OF THE ENGINEER 1r-2s.w 1 0 • - 1 1 OR ARCHITECT OF RECORD. MAXIMUM • • •• •• • • • SHIM THICKNESS TO BE 1/4". •• ••• • • • ••• lX WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET. 114" MAX SHIM DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. NCRE EMBEDMENT INSTALLATION CO PERANCHOR OPTION 3 .REQUIREMENT INSTALLATION ANCHORS EDGE DISTANCE THROUGH 1XBUCKSTRIP VERTICAL SECTION B -B INTO MASONRY. DETAIL DETAIL Al A2 1 u 111„ �V•LYNA 46 "AD • • • • • • Revised By AddW cnel Anchors Required on each Side of the Frame Assembly Tube (FAT) F. Window Anchor pe LL Width A��F D26'+ 1 r- Window Anchor Tp n (bight A I B, C & D 1r-2s.w 1 0 • 26'a 1 1 ♦ 0•.••••. �'i • • • • • \•�a►'.CENNO CHANGES THIS S�(� • JR 05/25/17 SHEET. i'•.D • 4e ised 0610.58"0 0,0 00 uate: PRODUCT REVISED as complying with tte FhRida Building Code Acceptor« No /7'06/4•. lQ• ar ��� CROSS SECTIONS & INSTALLATION J ROSOWSKI �O R • 9 •••��V•� • 1770 -FCFW DLO(y'1.`a VE FL0�10P,. ' ��i: • N. VEMCE,eFL 3W75 rt/e: Dote: �'' b' •~ �',�i (9411 4M)-I59C CASEMENT WINDOW DETAILS - LM & SM 08/08/12 •/r O!! i i ```•• • PGT OpUSRtES. vA.• Series/Model: Scole:Sheet: Drawing No. Rei: •A Lrr,N a R P.E. • ALL RIGI•RRESERVW CA -740 NTS 2 OF 11 MD-CA740-LM C P.E.#58705 CERT. 0- RUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CASEMENT (X) WINDOW HEIGHT WINDOW I _ —�I WIDTH I�- FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS, 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5.9, FIND THE SHEET FOR YOUR GLASS TYPE, FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED 'WINDOWANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT/CASEMENT(XX) FIGURE 1: r—{–, — h 10-, SEE NOTE 7, THIS SHEET I 740 740 SERIES AMBSERIES LY CASEMENT CASEMENT TUBE WINDOW I WINDOW 1 i 1 10", SEE NOTE 7, THIS SHEET MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES AWNING / CASEMENT / FIXED CASEMENT (XXO FIGURE 2: 740 SERIES 740 SERIES CASEMENT J / EXTERIOR WINDOW n FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS, 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5.9, FIND THE SHEET FOR YOUR GLASS TYPE, FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED 'WINDOWANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT/CASEMENT(XX) FIGURE 1: r—{–, — h 10-, SEE NOTE 7, THIS SHEET I 740 740 SERIES AMBSERIES LY CASEMENT CASEMENT TUBE WINDOW I WINDOW 1 i 1 10", SEE NOTE 7, THIS SHEET MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES AWNING / CASEMENT / FIXED CASEMENT (XXO FIGURE 2: 740 SERIES THROUGH _ AWNING L� B, C& D ;. WINDOW lJ 740 SERIES /1 D FRAME CASEMENT r TUBE u �-. ASSEMBLY TUBE `J EXTEI HORIZONTAL SECTION C -C G 1 1 740 SERIES / -CASEMENT WINDOW al / E FRAME ASSEMBLY, �-E TUBE 740 SERIES FIXED WINDOW` IL 'SEE PRODUCTS NOA FOR INSTALLATION SPECS MIN. # 12 X 1' SMS 1 Side afthe Frame Assembly TUbe (FAT) THROUGH Anchor? INSTALLATION B, C& D HOLES 740 SERIES FRAME 740 SERIES CASEMENT EXTERIOR ASSEMBLY CASEMENT WINDOW TUBE u WINDOW `J EXTEI HORIZONTAL SECTION C -C G 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EXTERIC a 10 SERIES ASEMENT WINDOW FRAME ASSEMBLY TUBE MIN. # 12 X 1"SMS THROUGH INSTALLATION HOLES 740 SERIES 9XED CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D -D VERTICAL SECTION E -E SME 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS.k SE�l�2MI�lEYDU�HOj G4UPA(% TABLE 3, SHEET 4. • 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • • • • • • • • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDO"ATTACAEU TO,*;RTICAL FRAMER1Sa4EL1TUBE" OR 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. •• ••• ••• • • ••• 4) USING THE TABLE LABELED 'YYINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINEWHE NUMBER OF ANCHORS N[EDiD IN TH�HE•D, SII . AND JAMBS OF YOUR WINDOW. • • • • • • • • • • • • • • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THR8UpR THE VIADOW FROI 100.7111! SUBSfq-& MAlt REQUIRED (SEE SHEET 21, AND THAT MIN. #12 X V ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBETSEE DETAILS ON THISSHEET). • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TC -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X V SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62' IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side afthe Frame Assembly TUbe (FAT) F-MWIndow Anchor? LLA B, C& D 1>1I, Anchor TypeA 8, C & D 1 1 Fn ODF;L'T"REVISED , Rs rmplyinz with tho Fl3rida Building Code Ac:Kpw,ce lixp,rntiOn Due �'� Hy -9" i Yaa�4xt N 2 W N U ca Z CO = J J U Q U) J Z I W W f-- ND LID Go 0 N C0 m Y Y W � Z W O O 4W C0 o Qj W o nLLU u- s, O oZ O ti U �.�`N tJY LYNN ''�,. qx * N0.58705 ,* .. ... O...�• �\�� SE4mut-WP.E-\ P.E.# 58705 I) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Grow Anchor Substado mm.Mia Edge O.C. DIM -6 Distance MIAAnchor Err rrl•d Plat Rsqulmd? 1112, stem Bus (0.5) rre 51 1' 1 No 5033-15 Alum, 318 5/8 .067 No A36 Steel 318 58 .0w No A653 Stuk Or. 33 YV Sro' .045 20 Ga. No A C4, deal SMS (05) a 614, 410 SS SMS S. PM 5/8 1" 1-18 No 6063-16 Akin. 318 51a' I .083' No A30 Stem 518 .05C No A683 $ p. 33 516 .045 20 Ga. No B 1/4' steel Ultracan 2.86k Conciala LL o 4" 1118 No Hollow Block 8 1-114' No Holcw Block T 1 -lie I No 1/4' steel Ultra.- Hob -Block N 8 1-118 Yes C 114" 410 SS Crmefbx 3.35k Concrete Z Q 61 VV4' No Honor Block S' 1-1/4" No W 612, elwt SNS (05) or 612, 41053 SMS S. P; 1' 1.3x8' Yee SW3-15 AU.. 318' S/8" 0713' Yea A38 Steel INC 518 .ow Yes A653 S Or. 33 3/8 SW 04 1S Ga Yes 614, steel SMS (051 w 614, 410 SS SMS S. Ph. 000i0000000000000000�owoon0000 1' 11/8 Yes 8063-15 Alum. 3W Sr8 .0713" Yw A36 Steel 318 518 .OSP Yes A653 SUA Or. 33 Vr 516' 045 8Ga, Yes 0 114' sled Ultracon 2.6at Conoeta 1" 4' 11/4' Yes 2'85k Corlaek 2-111 4' 11 _18 Yee • f3- r` O >nL' 144w Block Flood Block 2.IlT 2-117 5' 4" 1.114' 134' Yee Yee 114' 410 SS cweFlax 3.351 Cor—ta 1 8 He Yee 3.35k Concrats 2-1/1 d' 1' Y. Holow Block 2 -VP 8 1. 4' Yea Xk- 5/18 tel Uarewn 3.5k Concrete ��0000000©vov©000©vov©voodoo©© S 11/4' No Hollow Block 3-118 5' 1-1/4' kb Filed Block 24/2" 5' 1-14 No o v0000v0000000voo,v0000000 ���000 ©©©©©oo©000©vvo©voo©i©000©v©© Q�v000��00000v000000v0000000000 ©©000000v©o©000©000©dodo©o©v �m00000000v0000000m000m000m000 �©©©©000©o©o©000©ov000000©v©© 0000©000©000©000©vv00000000©© ��©oo©000©oo©©000©v©�000©voo©© �m000m000m000m000m000m000m000 ��©©©©voo©v©©©ovo©000©vo©v©000 �00000000000©000©vvo©�����i�� I) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Grow Anchor Substado mm.Mia Edge O.C. DIM -6 Distance MIAAnchor Err rrl•d Plat Rsqulmd? 1112, stem Bus (0.5) rre 51 1' 1 No 5033-15 Alum, 318 5/8 .067 No A36 Steel 318 58 .0w No A653 Stuk Or. 33 YV Sro' .045 20 Ga. No A C4, deal SMS (05) a 614, 410 SS SMS S. PM 5/8 1" 1-18 No 6063-16 Akin. 318 51a' I .083' No A30 Stem 518 .05C No A683 $ p. 33 516 .045 20 Ga. No B 1/4' steel Ultracan 2.86k Conciala LL o 4" 1118 No Hollow Block 8 1-114' No Holcw Block T 1 -lie I No 1/4' steel Ultra.- Hob -Block N 8 1-118 Yes C 114" 410 SS Crmefbx 3.35k Concrete Z Q 61 VV4' No Honor Block S' 1-1/4" No W 612, elwt SNS (05) or 612, 41053 SMS S. P; 1' 1.3x8' Yee SW3-15 AU.. 318' S/8" 0713' Yea A38 Steel INC 518 .ow Yes A653 S Or. 33 3/8 SW 04 1S Ga Yes 614, steel SMS (051 w 614, 410 SS SMS S. Ph. 5/8' 1' 11/8 Yes 8063-15 Alum. 3W Sr8 .0713" Yw A36 Steel 318 518 .OSP Yes A653 SUA Or. 33 Vr 516' 045 8Ga, Yes 0 114' sled Ultracon 2.6at Conoeta 1" 4' 11/4' Yes 2'85k Corlaek 2-111 4' 11 _18 Yee • f3- r` O >nL' 144w Block Flood Block 2.IlT 2-117 5' 4" 1.114' 134' Yee Yee 114' 410 SS cweFlax 3.351 Cor—ta 1 8 He Yee 3.35k Concrats 2-1/1 d' 1' Y. Holow Block 2 -VP 8 1. 4' Yea Xk- 5/18 tel Uarewn 3.5k Concrete 1-14" S 11/4' No Hollow Block 3-118 5' 1-1/4' kb Filed Block 24/2" 5' 1-14 No 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL 2) ANCHOR MUST EXTEND A MIk11MUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI. MIN FY = 33 KSI. Jamb Snubber Locations .1p^x•10"► � 4" Glass Type: PVB SG / (Types 1, 4 a S) (Types 2, 3 86-9) 63" N. 12" mew. than end Re�qulted each end & 30" less to max O.C. 12" max. 6om 12" max. tom O1°t each and a 3(r each end a 30" • 4" max O.C. I Max O.C. 'PVB TROSIFOL® PVS BY KURARAY AMERICA, INC. 'SG"= SENTRYGLAS®BY KURARAY AMERICA, INC. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW, 7/16' HEAT -STRENGTHENED, LAMINATED GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE, -70145 PSF DP REQUIRED CASEMENT ANCHORS: A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF -70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CREFEFLEX ANCHOR. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 11, A 34' X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF -70/-90 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR •• ••• • • • • • • C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRE PIN EACH JAMB. 90 0 : 411 D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE%AD &Sia. • • E) DISTRIBUTE ANCHORS FOLLOWING • • GUIDELINES FROM ELEVATION ON SHEET 1. eamdal 92 ,1KOF, Min. F. Steal Scrnv 82 kai 120 km F) PER RULES ON SHEET 2, INSTALL 1 410 Screw SO kai 110 kai ADDITIONAL ANCHOR ON THE FRAME • E �11traConF! • 155%i 177 kai• ASSEMBLY TUBE SIDE OF THE FIXED • 410 S Eleo GelaFk i2 .4 k 188.7 i CASEMENT (HEAD & SILL). • TS AI roan kai • Steel los 58 • CreB9 Steal Stud • b 41 45 kai • NOT ALLOWED WITH FRAME ASSEMBLY TUBE +{ 14' .1p^x•10"► � 4" 4" 4- T / � W 10.6* J H to t. 6 w V o� • 4" l • 34" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t'RmucrRBVtSF.D cbmp3yirg with It. Fkald. Building Code I _�� " "A.CCelWlnnfC NO C:xplrutiorl Date Tv1iA111 2 � W J H to t. 6 w V o� >> z J a LL o � N o N c Z Q p Z H Z C> o° O W a O O W .O �O m0 `U W N �U -w i o N Z U • f3- r` O >nL' o n o Z � V 10.6" 11111 1/y NH yv Na 54705 Ar io� .' Xk- �1,,� NAt 11111 A LYNN MILLER PE. P.E.058705 FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN -.090- PVB -1/8 AN) 4) 7/8' LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN -.090" PVB - 1/8" AN) '7- 'PVB"= TROSIFOL'PVB BY KURARAYAMERICA, INC. T WINDOW HEIGHT i WINDOW WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Preetuwe (per) for W rrdw Attwhed to a Hodzor4W Fr-Aseer" Tube FRAME Won Design Preesunc (pal Ar SkVle Windows, AN Anchor Groups under, A" 2S1&19* 27.Y1• 30' 31772' 35' 3T Window Width Design Pressure (pat for Windows Attached to B Vertical Frame Assembly Tube under 23" 2515118" 27 -VC 3(r 1 331/2" 35' 37" ADDITIONAL under 23" +70/-90 +70/40 +70/40 +70/40 +701-80 +70/-90 +70/-90 2515/10" +701.90 +701.90 +70/.90 +70/-90 +70190-70/90 72' +7090 (4), IF REO. 38319' +70/-00 +70/.)0 +70/40 +70/-00 +70/40 +70/40 +70/-90 48• +7x40 +70/.90 +70/40 +70/40 +70/40 +70/-90 +70141 33.1/2" 508/8• +70/40 +70/90 +70/-90 +70/90+74.90 Anchor Group +701-90 +70/-89.2 Anchor Group 60" +70/.90 +70/.80 +70/-90 +70/-88.5 +70/-00.8 +70/-77.7 +7D/-74.3 Anchor Group 63' +70/90 +70/40 +70/.90 +701-84.3 +70%76.5 +701-73.7 +70/-70.1 C&D 72• +70/.90 +70/-07.2 +701-77.7 +801-71.5 +60/-624 +60/-50,8 +1-59.3 C&D 76" +70/40 +701-84.e +70/-75.7 +1-07.3 +1-58.9 +/-57.2 *I- 55.6 +701.90 54• +70/.80 +70/40.4 +70/-71.3 +60/-82.1 +1-54.2 +70/-90 +701-90 FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN -.090- PVB -1/8 AN) 4) 7/8' LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN -.090" PVB - 1/8" AN) '7- 'PVB"= TROSIFOL'PVB BY KURARAYAMERICA, INC. T WINDOW HEIGHT i WINDOW WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. TART C 7 - Design Preetuwe (per) for W rrdw Attwhed to a Hodzor4W Fr-Aseer" Tube FRAME Won eWind- under, A" 2S1&19* 27.Y1• 30' 31772' 35' 3T TUBE Design Pressure (pat for Windows Attached to B Vertical Frame Assembly Tube WINDOW B CAD A 6 C6D AN AI AN NI A B C6DE+7W-73.7 ADDITIONAL under 23• +70/-00 +7(1140 .701-00 +7x-90 +70/46 .701-87A .70140 +701-83.5 +70140 +70/-00 +70479.2 +70140 25-15/16' +70140 +70140 +701-90 +70-90 +7040 +7040 +70-00 +7014D +7040 +701.87.6 +7040 +70-90 I 36-0/9* +70/40 +70-90 +7040 +7040 .70-01 +7040 +7040 +70140 +7040 +70.66.6 +70140 +7040 m 46' +701-8D +7040 +70140 +7040 +70040 +701-90 +7040 +70.90 +7040 +7040 +70140 +70140 60-6!9' +7040 +70140 +70140 +701-90 +7040 +70140 +7040 +7040 +70/40 +701-00.2 +700-80.2 +70/-09.2 69* +70/-90 .M +7040 +70-06.5 +70486 +7040.6 +70-40.67 +701-77.7 +70/-77.7 +701-74.3 +701-74.3 +70/-74.3 6r Window Width WIDTH 72' +7040 +701-07.2 +70-77.7 +701-71.3 +60!-424 +60-42.4 +60-42.49+80-00,9 +601-40.9+159.3 +/.59.3 ./69.3 N3 (4), IF REO. 76' +7040 +70-84.6 +70.75.7 N-87.3 +156.9 +/59.9 +ISfi9 +/-57.2 i +/55.6 84" +70140 +701.80.4 +701-71.3 +6051.1 +154.2 1 +154.2 +1-44.2 under 23" 25-15116" 27-/4" I 30" 33.1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Croup Anchor Group Anchor Group Anchor Group A 1 B C D A I B C&D A 9 C&D A B C&D A B C&D A 8,C&D A B,C&D under 23" +701.90 1 +7V-90 +701.90 +701-90 +70690 +70/-00 +7W-90 +70/-90 +701-00 +70/-90 +701-90 +70/-00 +7x-90 +701-9D +70140 +70/-90 +70/.90 +700D +70/-90 +701-90 25.15/16" +701.90 +701-90 +701.90 +701-90 +70/-90 +701.90 +70/-90 +70/-90 +70/-00 +70/40 +70680 +701-0D +7000 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-9D W -Na" +70/-90 +70/-78.4 +70/.90 +701-90 +70/.64.6 +701.90 +701.90 +70/-79 +70/80 +70/-90 +70673 +70/-00 +70/-80 +70/-01.8 +70/-90 +70/-90 +701-78.3 +701-90 +701-74 +70/-90 48" +701-76.2 +/81.1 +701-73.1 +70/-90 W-67.5 +701.90 +70/-90 +/83.1 +701-00 +70/-90 +/-68.4 +701-00 +70/ -SO +/86.4 +701.83.9 +70690 1 +14)26 +701-9D 1 +/-59.2 +701-9D 50-SB"+701-723 +/-67.9 +1.89.3 +701-90 +/-64 +701.90 +70/.90 +/89.9 +701-00 +701-90 +/-66.4 +701.88.7 +70/-80 +/-82 +701-79.6 +70/-90 +159.3 +701-90 +/-W.1 +701-89.2 60" +181 +1.48.9 +1-58.5 +701-90 +654 +70/88.8 +70/.90 +/•60.5 +70141 +701-90 +1.487 +701-74.9 +70/-08,6 1 +/-62.3 1 +/-67.1 1 +701-80.3 +150.1 1 +70/-77.7 1 +/-47.4 +70674.3 W, I+/-58,1 +146.5 +/-55.7 +70/.88.7 +/51.5 1 +701.825 +701.90 I +/-48.1 1 +70/-77.1 +701-90 1 +/44.6 1 +70471.3 1 +701-84.3 +1419.8 1 +/-63.9 1 +701-76.6 +1-47.7 1 +701-73.7 1 +145.1 +701-70.1 TART C 7 - NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • -►� Design Preetuwe (per) for W rrdw Attwhed to a Hodzor4W Fr-Aseer" Tube FRAME Won eWind- under, A" 2S1&19* 27.Y1• 30' 31772' 35' 3T TUBE Anchor Anchor Anchor Anchor Anchor Wap Anchor Group Anchor Group Group Group Orap Group WINDOW B CAD A 6 C6D AN AI AN NI A B C6DE+7W-73.7 ADDITIONAL under 23• +70/-00 +7(1140 .701-00 +7x-90 +70/46 .701-87A .70140 +701-83.5 +70140 +70/-00 +70479.2 +70140 25-15/16' +70140 +70140 +701-90 +70-90 +7040 +7040 +70-00 +7014D +7040 +701.87.6 +7040 +70-90 I 36-0/9* +70/40 +70-90 +7040 +7040 .70-01 +7040 +7040 +70140 +7040 +70.66.6 +70140 +7040 46' +701-8D +7040 +70140 +7040 +70040 +701-90 +7040 +70.90 +7040 +7040 +70140 +70140 60-6!9' +7040 +70140 +70140 +701-90 +7040 +70140 +7040 +7040 +70/40 +701-00.2 +700-80.2 +70/-09.2 69* +70/-90 .M +7040 +70-06.5 +70486 +7040.6 +70-40.67 +701-77.7 +70/-77.7 +701-74.3 +701-74.3 +70/-74.3 6r +70/40 +70140 +701-Iq +701-84.3 +701-76.6 +701-76.5 +701-75.67 +701-73.7 4701 -Tall' +70/-70.1 +701-70.1 +701-70.1 WIDTH 72' +7040 +701-07.2 +70-77.7 +701-71.3 +60!-424 +60-42.4 +60-42.49+80-00,9 +601-40.9+159.3 +/.59.3 ./69.3 N3 (4), IF REO. 76' +7040 +70-84.6 +70.75.7 N-87.3 +156.9 +/59.9 +ISfi9 +/-57.2 i +/55.6 84" +70140 +701.80.4 +701-71.3 +6051.1 +154.2 1 +154.2 +1-44.2 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • -►� WINDOW FRAME HEIGHT ASSEMBLY TUBE 10" MAX. WINDOW ADDITIONAL I ANCHOR (4), IF REQ WINDOW • • • • • • • SEE SHEETS 1 &% FOR V^D19W AYCHbR • • • • • • LOCATIONS Arab QUMAES. A&SHEET • • • • 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• ••• • • ••• • • • • • • • • • • • • • •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE, PRODUCT REV[Sffi7 as wmpiying with the i'hirlN Ruitdin3 Cndc Acccptmce too �4. A- LLJ Icnirsinn t7We Yt 1. ri1.7iG1r/l'7Jg'+•- 4 a. I � J O _j LLJ in 8 M W z J LL D .O a N W ti 0 W N O F- o~ d �z 0 8C3 N Z c LU 3 0- z z cUS co o C7 W ' ¢ 0 U o: �W u¢ OU 4 7 F, 8 � 18 z,,i a TU ~wm O oz .•�,%CENS '-. * No.58705 �O •'. 6� ..��` ///NAL S.L4M4 11111-1W, P.E. P.E.# 58705 FRAME 10" MAX. I ASSEMBLY TUBE WINDOW HEIGHT WINDOW ADDITIONAL WIDTH ANCHOR (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE, PRODUCT REV[Sffi7 as wmpiying with the i'hirlN Ruitdin3 Cndc Acccptmce too �4. A- LLJ Icnirsinn t7We Yt 1. ri1.7iG1r/l'7Jg'+•- 4 a. I � J O _j LLJ in 8 M W z J LL D .O a N W ti 0 W N O F- o~ d �z 0 8C3 N Z c LU 3 0- z z cUS co o C7 W ' ¢ 0 U o: �W u¢ OU 4 7 F, 8 � 18 z,,i a TU ~wm O oz .•�,%CENS '-. * No.58705 �O •'. 6� ..��` ///NAL S.L4M4 11111-1W, P.E. P.E.# 58705 FOR GLASS TYPES: TABLE 8: p1 WVCT REVISED 2) 7/16" LAMI (3/16 AN -.090" SG - 3/16 AN) c q cc,plyins with the 61oA9d sa SENTRYGLA BY KURARAY AMERICA, INC. A-.xryruu+cc 0^14 falkM D�7 1y WINDOW Nimxi mh HEIGHT WINDOW a V WIDTH SEE SHEETS 1 d 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. d• }} ti < 0 (9 Uj Z TABLE 9' r• J_ LL >> Q _O W W e Tp d 0 00 00 L 0 N 0Z 8 0 0 0 Z S: 4. W 0 Z 2 u1i oro'' vi U) o �_ lJ.l z Q FRAME m 0 o Q .R v7 u 0 10' MAX ---►� ASSEMBLY .� Ix F fi « LU TUBE z '7 0 80 TABLE 10: T - WINDOW m HEIGHT WINDOW FRAME HEIGHT ASSEMBLY o� I daj(j TUBE WIND01'V ADDITIONAL =� a Ti _� w WIDTH ANCHOR a: vU ES2 10' MAX. (4), IF REQ. z z p SEE SHEETS &4FOR WINDOWANCHOR ADDITIONAL LOCATIONS AND QUANTITIES. SEE SHEET no z ,4"�FREQ 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY • • • • • • • • • TUBE. 11 / �•vvlNDow • • • • • • �.`` pY LYN • WIDTH • • • • • • • :� ��O•'•10EN Ni� SEE SHEETS 1 �F0 R DO A H • • •;'• V SF ��� 'i LOCATIONS AN%(5UA6TJT S. FfF HE • • • •• - No 68706 ' 3 FOR ANY ADDITIONAL ANCHORS * ; REQUIRED FOR THE FRAME ASSEMBLY /- q 1 _ TUBE. •'.• UJ • • • • • • • • • • • • • 0 '• A OF • • • • • • • • • ' lCS - NOTES: • • • • • • • • • • • • .SZONAL �? 1) SEE SHEET FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • A. L"'kkILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.e 58'705 a Deafen Pressure m6A br Single YVlydowa, AI Anchor Groups Window WidUj th under 23• 25-15118" 27.314' 30" 33112 35" 37• txlder 23" •901-130 N -W-130 +9x•130 +901-130 +9a-130 +W-1 30 +907-130 25.15!18' +g0/-130 +Ba•130 +9a-130 +9a-130 +8nr-130 +9x-130 38-318• +Ba -130 +9a-130 +9a-130 -90t-1 30 As LU Desgn Pressure (pe0 hx Wlydows Attached to a HaASO itr Frame Assembly 7iiba Deagn Pressure e7s0 for Wlydowa Attached to a Verlkal Fm» Assembly Tube BWlydory uderzs• z5 -late• z7Sr4• 30• 38-12' 36• 3T• Arohor Anchor Anchor Anchor Anchor Group Anctue Group Arwhor Group Group Group (Loup Group lAerldow, Wirth undo, 23' r7a60 �7a60 +ta60 +lam +70/m +7a-07.8 +lam +lam ata63.8 ,Jath +lam +7x•79.2 +IO/m 2515/18' +7x-90 +7m60 +7mm +lam +7a-90 +7x•90 +7x60 +lam +lam +70/60 +7x-07.0 +lam *7a-90 m order 23' 25.15!18" 27-314" 3x 33V2 95' 97• � 5o3re• +7a6o +7a•90 +tam +lam +7a-eo +tDl90 .lam +7a6o +lam +7a-90 +Tam +Jath +7a-90 Anchor Group Anchor Group Anchor Group Arohor Group AnchorGrolp Anchor Group Anchor Getup 83' A B C D A 8 CAD A 8 CAD A B C D A B C D B C D A B C D ana.r 23" +Jath +7a-90 +lam +7a -9D +Ta -9D +tx-BO +701 +701 +7x•80 +70160 +tam r7a-90 +lam +!arm +taco +lam worm +tam +ra-0o +ra.gp +7a -9D ,ram .tam +7olm +ram +ram ad• zs•1a1e" +7xm +7of6o +ram +tor -90 «Jath +tam +Jath +Ta -9D +70760 ,Tam +ram r7am «ta•eo +ta6o worm +Jath +7a-90 +701-00 +ram+7a-90 +Jath+tam+tam9e•ae�+lam+7a-t6.e+lam+7a-90+lam+7a-eo+tam7a-90+7a-0o+7aao+7a-90+lam+Ta.90,7aso+lam+lam7a•90+7a-90+lam+7a-90.lam+lam+7a-90ore"+ta•78.2 +9a-130 +9a-130 �n 48" +8x-130 +9a-130 +901-130 +80/-130 +9a-130 +9a-130 = 505!8' +9a-130 +1-03.1+7a-01+lam 9x•130 +9a-130 +9a-130 +9a-130 +901-13060• +l -0D.1 +711/-77.1 +Jath +130.8 +7a-71.3 +7a -03.J +lam M39.8 +7a-78.8 +7a-te.5 r7a-BO M37.z +7a-78.6 +Jath +Jath +f-03.1 +7a-72.3 +7x-08.5 +701 -oro +90%130 +ea -130 +901.130 +ea -130 +1�/-1301306J•r8a-130 +9a-130 +9a-130 «9p/-130 +9a-130 r9a-129.8 72• r9a-130 +9a-130 +901-130 +ga-130 +907-129.1 +Ba -122.5 +90%113.8 78" +9a-130 +9a -13D +p0/.130 +9a-130 r9a-124.1 +9a-118.7 +9a-107.8 84" +9a-130 +901-130 +90'-130 +9a•130 +9a-118.4 LU Desgn Pressure (pe0 hx Wlydows Attached to a HaASO itr Frame Assembly 7iiba Deagn Pressure e7s0 for Wlydowa Attached to a Verlkal Fm» Assembly Tube BWlydory uderzs• z5 -late• z7Sr4• 30• 38-12' 36• 3T• Arohor Anchor Anchor Anchor Anchor Group Anctue Group Arwhor Group Group Group (Loup Group lAerldow, Wirth undo, 23' r7a60 �7a60 +ta60 +lam +70/m +7a-07.8 +lam +lam ata63.8 ,Jath +lam +7x•79.2 +IO/m 2515/18' +7x-90 +7m60 +7mm +lam +7a-90 +7x•90 +7x60 +lam +lam +70/60 +7x-07.0 +lam *7a-90 m order 23' 25.15!18" 27-314" 3x 33V2 95' 97• � 5o3re• +7a6o +7a•90 +tam +lam +7a-eo +tDl90 .lam +7a6o +lam +7a-90 +Tam +Jath +7a-90 Anchor Group Anchor Group Anchor Group Arohor Group AnchorGrolp Anchor Group Anchor Getup 83' A B C D A 8 CAD A 8 CAD A B C D A B C D B C D A B C D ana.r 23" +Jath +7a-90 +lam +7a -9D +Ta -9D +tx-BO +701 +701 +7x•80 +70160 +tam r7a-90 +lam +!arm +taco +lam worm +tam +ra-0o +ra.gp +7a -9D ,ram .tam +7olm +ram +ram ad• zs•1a1e" +7xm +7of6o +ram +tor -90 «Jath +tam +Jath +Ta -9D +70760 ,Tam +ram r7am «ta•eo +ta6o worm +Jath +7a-90 +701-00 +ram+7a-90 +Jath+tam+tam9e•ae�+lam+7a-t6.e+lam+7a-90+lam+7a-eo+tam7a-90+7a-0o+7aao+7a-90+lam+Ta.90,7aso+lam+lam7a•90+7a-90+lam+7a-90.lam+lam+7a-90ore"+ta•78.2 JA +1.81.1 aa.7s.1+Jath +ta-0a.e+rarm+tam+7a•78.s+70760+7arm +ra•7s+la+tar-aD+tam+taae.s+tamr7am+ra-90 +ram+7a-80 +7v-so+7aaz.a+lam50•x8' r7a-72.3 +/37.9 *l-88.3 +tam +7a-00.1 r7am+tor-90+7aa4.e+lam +tam +/-09.z +7a$e.7 +tar-eo +Jath +7a -74.a Wa-90+tor-90 +7a.90 +lam +tor -90 +7ofm +7fV.78.8 +7aE9.980• +f-01 rIJ8.9+lam +l�7.5 +701.86.8 +lam +1-03.1+7a-01+lam +14 *7a-74.8 +7a-09.8 +lam +1.828 *701-03.977x-00.9 +lamra30.2 +Jath +Jath +/-08.3 +701.75.8 +lam +ra-90 89' +1.58,1 7!•46.5 +I-55.7 +70/-08.7 +1fi.1.3 ,7a-82.5 +7x.'10 +l -0D.1 +711/-77.1 +Jath +130.8 +7a-71.3 +7a -03.J +lam M39.8 +7a-78.8 +7a-te.5 r7a-BO M37.z +7a-78.6 +Jath +Jath +f-03.1 +7a-72.3 +7x-08.5 +701 -oro ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Desgn Pressure (pe0 hx Wlydows Attached to a HaASO itr Frame Assembly 7iiba Width BWlydory uderzs• z5 -late• z7Sr4• 30• 38-12' 36• 3T• Arohor Anchor Anchor Anchor Anchor Group Anctue Group Arwhor Group Group Group (Loup Group All AA All All A B CAD A B CAD A B CAD undo, 23' r7a60 �7a60 +ta60 +lam +70/m +7a-07.8 +lam +lam ata63.8 ,Jath +lam +7x•79.2 +IO/m 2515/18' +7x-90 +7m60 +7mm +lam +7a-90 +7x•90 +7x60 +lam +lam +70/60 +7x-07.0 +lam *7a-90 36-3f8• ,7x•90 +7x-80 +7a•90 +70'm +7plm +70/90 +7x60 +7x-00 +Ta'm +lam +lam +7th -00 +1a -9D ID 48' +7x60 +7th -90 ,7a-90 +7o/m +lam +Jath +lam +lam +701m ,7xm +lam +70/m +lam � 5o3re• +7a6o +7a•90 +tam +lam +7a-eo +tDl90 .lam +7a6o +lam +7a-90 +Tam +Jath +7a-90 oo' +7aao +lam +lam +7a-90 +Jath .lam ,lam +lam +7 -go ,lam .lam ,7a6o +Jath 83' +7a•W +lam +7a-00 +7a -W +7a-00 .7x60 +lam +lam +7a-90 +Jath +Jath +lam +7a -BO 72 +lam +lam ,7a6o «tor -90 +lam .7wm +lam worm +Tam +701-90 +rom ,lam ,Ta -90 76• +7a6o +lam +lam +7a -oro +7a-vo .7aao +Ta6o +lam +Tam «7a-90 +7mm ,tor -90 +lam ad• +Jath ,7a-90 +7mm +lam +Ta -90 +Jath +lam ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 11: 3) 7/16" LAMI (3116 HS - .090" SG - 3/16 HS) rR ernpEo t�i13� as a�mpiying with the F6iiQa 7) 7/B" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS -.090" SG - 3/16" HS) 'A l �Iltl AaNo ��9) 7/8"LAMI. IG: (3116" T - 1/4" AIR - 3/16" HS -.090"SG - 3/16" HS)"SG"= SENTRYG Y KURARAY AMERICA INC. RtiarnPruduct 1 �U WINDOW HEIGHT 1GHT 1� 07 O WINDOW J W n WIDTH m SEE SHEETS 1 84 FOR WINDOW ANCHOR 0 0 LOCATIONS AND QUANTITIES. F Z TABLE 12' Q J LL >' a W & n N r 07 W 0 PI N O o o �z $o 0o N Z �s Z It Z _ r; m�0 m O .Q2 W U FRAME � o N W u Q 10" MAX' I-..--�AssEMBLr o 10 U TUBE " TABLE 13: m -t- WINDOW } HEIGHT M e n WINDOW FRAME M RHEIGHT ASSEMBLY O b F_ TUBE I WINDOWADDRIONAL = -"I ANCHOR O10"MN(. WIDTH (4), IF REO. Z o T} SEE SHEETS 1 8 4 FOR WINDOW ANCHOR O I ADDITIONAL LOCATIONS AND QUANTITIES. SEE SHEET z v ANCHOR 3 FOR ANY ADDITIONAL ANCHORS (a)' � REQ' REQUIRED FOR THE FRAME ASSEMBLY ••. ••W : ••. : : ••• TUBE. ��.�`�NYLYNNT.,�� , SEE SHlETS 104 F81R VRNDeW MCN17R• • Q-; '.• LOCATIONS*ARftUAI�RtES. StE SI-IItET• • • _ No. 58705 3 FOR ANY ADDITIONAL ANCHORS * _ REQUIRED FOR THE FRAME ASSEMBLY TUBE. E ••• ••• • • ••• l� o TE tORIOPI • • • • • • • • • • • / `S'ONAL EN NOTES: • • • • • • • • • • • • '7r/ ���� � 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • A. LY,AA maE. R,P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.# 58705 Design Prassula (psTj for Single Wlndow7t, All Anchor GrLIJ oupe Wlndow Width runMdor 2516/15 27-3/4• --� 30' 33-1/2' 35' 37" under 23' +90/-130 +9D1-130 f9a-130 +90%130 +901-130 +901-1302515/10• f9a-130 «ap/-130 +9a-130 +901-130 +9a-130 rga-130 3B�3/8" ,Ba-130 +apt-130+9a-130 +g0/-130 +001-130 +Oa-130 4a' +9a-130 +90/-130 +9a•1309p/-130 +901.130 +gy-130 5oa�e•+9a-13o«90J-13o+9a-13o+9of-130+901-130+9a-13o gp+901-130 +9a-130 a9a-130 r90/-130 +ap/-130 +901-130a3• +90/-130 *90r-130 +9a-130 +90/-130 +90/-13D +9p/-130 72" +Da-130 +DO/-130 +901-130 +91Y-130 +901-130 f9a-130 +9a-130 7a' +9d-130 +9a-130 +90/-130 +ga-130 +901-130 +90/-130 +90%130 84' +9a-130 +9a-130 +a0l-130 +9a-130 +9W-1 30 Design Pressure (Psn sx Windows Attached to a Yerlbal Frame Assembly Tube winevw wroth P.- under z3• 2s-15118" 27.3/8• 30^ 3a1n• 3s• 3r Anchor Group Anchor Group AnchorGroup Anchor Group Anch"rGroup Anchor Group prco ober Greup A a C D A B C8D A 9 C8D A B C D A a C D A B C D A B C D under 23' +7a-90 f7a-90 f7a•90 a7am +70 .701-90 a7am r7a.90 +701.90 +7a-90 +7a-90 +7a-8D +70/SO +78-80 +78-90 +78.90 +70/-90 +18-90 +78-90 *701-00 +78-90 +7a-90 +70/.90 +7890 +la-aD +7a'-W +78-90 � zsl5na• +70/•90 ,7a6o +lam +To/m a7a•so +Torso +lam ,7a•90 +Tomo +lam +7a-90 +To!-0o +lam roam +Ta6o r7a-0o +Ta-0o +7a6o rTam *Ta90 ,Ta•eo +To/•90 .lam «7a6o +7a-so +7a-so -a 3as/a" +Tor-90 +Tor-Taro ,7aso +Taaa ,Ta-so +Taao +Taco +7o/.so +Taao +Ta-Do +Ta-so ,Tor-90 +Ta-so «Ta-0D ,Ta-oo +Tor-oo .Ta-oo .70/.00 +7o%ao +Ta.so +7a.90 ,Tor-oo +7o/so +Ta-so +Ta-90 +Ta-so ae" +7885.2 +lsT1 +Ta-Ts.1 +lass +Ta-sa.a +Taco ; +Tam +Ta-7e9 +Toren +7a-90 +70J 73 +To/-so +Ta-ao «Ta-ea +Ta-Ts.s +Ta-eo +Ta-0o ,Ta-ao +7885.1 +Ta-ao +Ta-ao +To/•eo +Tor•az.a +Ta-so +Ta-ao +Ta-eo 50.6/8" +7a-72.3 +157.8 +1A9.3 +Teen +7a-80.1 +Teen +Teen +78.74,8 +7x-90 +7a6o +i6B.2 +7a-98.7 +Teen *7aaq +78.74.4 ,78-00 ,Talo +7a-90 ,7a-71.2 *7860 *7860 +7860 +70/-79.6 +7a-Ba8 «7a-90 +78-50 80' +ls, +/48.9 +l-b8.5 ,7860 N6T.5 +78-06.8 +7860 +/.83.1 +70/61 +7860 +/-68.4 +7a-74.0 +7a-0a8 878-00 H62a +7a-63.9 87850.5 +7860 +/Aar f7aA0.2 +Teen +701-90 +/98.3 +7a-75.9 +7a-90 +7a-90 +/•ie.5f7asa.T +/sa.3 f7aszs +lam +/90.1 +7oJ-n.1 +Teen +Iss.e +7881.3 +78415.5 +Tam ,!-sa.e +To/-78.9 +7a-Ts.s ,Ta-eo +fszz +7885.8 +7a-eo +7a•90 +r.es.1 +Ta-7zs +7858.5 .Tor-90 Design Press" (pal) br Wlydows Attached to s F1"rizardel From Assembly Tuba Window Width under 23" 2510118• 27-314' 30" 33-fn• 35" 37• Anchor Anchor Anchor Anchor Anchor Group Anchor Group Anchor Group Group Group GrDTIJ oup Group AN All AL NI A B C 8 D A B C 8 D A B C 8 D under 23" +70/-90 +7x60 +7a-BO +7a-00 «7a-a0 +1a-97.9 +7x-90 +70/.90 +7a-a3.8 +7a-90 +7a-90 +7a-79.2 +7a•aD 2515/18" f7a-90 +70/60 +78-90 +Teen +78.80 +7a-90 +70/60 +lam +7a-so *701-90 +7a-07.8 +7860 +7a-00 353!8' +7a-90 +7x60 ala-8D +78-80 r7a-90 +7a-a0 +7860 +7860 +78-90 +7a-80 +7a-90 +70/-9a +7x-90 � 4a• +7a-90 +lam +7a-90 +7aao +Ta•9D .7a-90 +Ta-eo .70/.90 +7oN90 +7a-eo +Ta•ao +7a-so +7a-90 so•s/s• +7oJ-eo +7a-eo +7a•eo +7a-so +7a•so wa-90 +Tam .Ta•eo +Ta-eo +7a•so +Ta-90 +7oJ-ao ,7a-so � ao• +7a-so +7a-90 +7a-ao wa-ao +7a-ao ,7aaa aaao .tam +7aao +lar-90 +7a-ao +7a-90 +70/60 � fi3• +lam +To/m +7a-90 +7a-so +78-00 k+701-M +Ta-0o +Tam +70/-90 +701-901 +Ta-eo +701-OD ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • +Trio 72• +7860 *lam r7aS0 *1d-80 +Ta -00 7a60 +Ta -BO +7890 +701-90 +7x60 *78-90 +70/60 +7a-90 78" +7890 +7a-00 +la' -90 +Teen +78-00 70/60 +lam +7x•90 r7a90 +Teen+70160 +7a•90 84" +70J-90 +lam +7a-90 +7a6D +78-90 +78.80 +78-00 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • G Design Pm- (W D Por YAndswe Atreohaa to a H rtt�d Frame Assembly lube Design Pressure (psi) lor Single Winclows, A8 Andwr Groupe Window Width W1091 Design Pressure (psf for WFdows Attached to a Vertical Frame Assam* Tube LJ under 23" 25-15/16" 27,14" 30' 33.1/2" 35' 37" 2515/10' +70140 +70/4D +701-90 +701-90 +701-90 +701-90 +701-90 +701-00 +70/-90 +701-00 +701.676 +701-9D +7(Y.90 under 23" +701-0 +701-90 +70/-90 +701-90 +70/-00 +701.90 +701.90 23" 25-15/1e" +701-90 +701-90 +701-90 +701.90 +701-90 +7x•90 +701-90 37' 38.319" +701-90 +701.80 +701.90 +701-90 +7-1-90 +701.98 +701.90 48' +701-90 +70/-90 +701-90 +701-90 +70/-00 +70/-W +701-90 A B C 50.5/8" +70/-00 +701-90 +701-90 +701.90 +70490 +701-90 +701-90 +701-90 +701-90 60" +70/-90 +70/-90 +701.90 +7x-90 +701-90 +70188.8 +701.84.8 +701-90 +70190 +701-90 83" +70/-90 +701-90 +701-00 +701-90 +701-67.2 +701-04 +70/-79.9 363/8" +701.90 +701-76.4 +701-90 72' +70/-90 +701-90 0170186.-9 +70161.6 +Ba -70 +901-69.4 +60187.6 48' +701-76.2 +191.1 +70/.73.1 76" +701-0 +701-00 +701-88.3 +701-78.7 +80187.2 +801852 +60183.3 +/59.2 +70/90 +70190 94• +70/-90 +701-90 1 +701-61.3 +601-70 +801-61.6 +/•55.4 +70/88.7 +701.90 +70190 +192 +701.79.5 +701-90 FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8"T - 7/16" AIR - 118" AN -.090" PVB - 1/8" AN) "PVB'= TROSIFOL VB BY KURARAY AMERICA, INC. WINDOW HEIGHT E WIDTH SEE SHEETS 1 A 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pm- (W D Por YAndswe Atreohaa to a H rtt�d Frame Assembly lube ASSEMBLY TUBE W1091 Design Pressure (psf for WFdows Attached to a Vertical Frame Assam* Tube under 23" 2F16HB' 273/4' 30' 331f1' 35' 3T' HEIGHT Anchor Anchor Anna Anchor Anchor Group Anchor Group Anchor Group Group Grua Grail Grap ASSEMBLY All All As NI A B CAD A I B C&D A B C&D under 23" +70190 +701-90 +70/-80 +70190 +701-90 +70/67.8 +70140 +70/40 1 +70183.6 +70/-90 +70190 +701-79.2 +701-90 2515/10' +70140 +70/4D +701-90 +701-90 +701-90 +701-90 +701-90 +701-00 +70/-90 +701-00 +701.676 +701-9D +7(Y.90 Window Wtlth +701-90 +70/40 +70/-90 +701-90 +74-90 +70190 +701-90 +701-00 +701-90 +T01-90 +70186.6 +701-90 +701-00 ADDITIONAL 4a" +70/-00 +701-90 +701W +701-90 +70'-90 +70190 +7a -9D +70190 +701.99 +701-90 +701-90 +701-9D +701.90 ANCHOR Wunder 23" (4), IF RED. 25-18/18' +701.90 +700.90 +70190 +701-90 +701-90 +70/.90 .701-80 +70/ -We +70186.8 +701.68.6 +70/84.6 +701846 +70184.6 27-0/4' 30' 33-112' • • • 35' 37' Anchor Group +70.90 +70190 +70186.3 +70'-70.7 +01114!17.21.8x87.2 +9x'87.2 +ex -662 +8x-86.2 +90/86.2 +8x833 .60163.3 +8483.3 Anchor Group 84• Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C 8 D A B CAD A 8 C D A B C D A B CAD A B CAD under 23" +70/.90 +701-90 +701.90 +701-00 +70/•90 +701.90 +701-90 +701-90 +701-90 +701-90 +70/.90 +701.90 +701.90 +70190 +701-90 +701-90 +74-90 +70190 +701.90 +70/-90 +701.90 +70/-90 +7x90 +77.90 3n 25-15118" +701.90 +701.90 +701-90 +70140 +701-90 +70190 +701-90 +701-90 +70140 +70/•90 +70/-90 +701.90 +70/.90 +70190 +70/.90 +701-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-00 +701-00 363/8" +701.90 +701-76.4 +701-90 +70/-00 +70194.5 +701-90 +701-90 +77-79 +701-W +70/•90 +701-73 +70190 +70/.90 +70/.90 +701.81.8 +701-9D +7x90 +70190 +701.78.3 +701.90 +701-90 +70/.74 +70/90 +70190 48' +701-76.2 +191.1 +70/.73.1 +701.90 +/-07.5 +701-90 +701.90 +1-83.1 +70/-00 +70/•90 +/$8.4 +701.90 +701.90 +701-90 +/85.4 +701-03.9 +701-90 +701.90 +/.82.6 +701-90 +70190 +/59.2 +70/90 +70190 508/8" +701-72.3 +/-57.9 +1.69.3 +701.90 +1.64 +70190 +701-90 +/-59.9 +70/40 +70/-90 +/•55.4 +70/88.7 +701.90 +70190 +192 +701.79.5 +701-90 +70140 +159.3 +70190 +701-80 +/_58.1 +701-89.9 +701-90 60' +/81 +/48.9 +/-56.5 +7740 *1.54 +70/-08.8 +701-90 +/-60.6 +70/81 +7D/-90 +/-48.7 +701.74.9 +70/-89.6 +701-00 +/82.3 +1.87.1 +701.80.3 +70190 +/80.1 +70180.2 +70/88.6 /147.4 +701-75.0 +701-04.8 63' +/-58.1 +1.48.5 +155.7 +70186.7 +/•51.5 +701.62.5 +701.90 +/.48.1 +701-77.1 +7D/-90 +/-44.5 +77.71.3 +701.85.3 +701.90 +!•49.8 +183.9 +701-78.5 +701-87.2 +/47.7 +77.78.4 +70184 +/48.1 +7T-72.3 +701-79.9 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pm- (W D Por YAndswe Atreohaa to a H rtt�d Frame Assembly lube ASSEMBLY TUBE W1091 BWtfmw under 23" 2F16HB' 273/4' 30' 331f1' 35' 3T' HEIGHT Anchor Anchor Anna Anchor Anchor Group Anchor Group Anchor Group Group Grua Grail Grap ASSEMBLY All All As NI A B CAD A I B C&D A B C&D under 23" +70190 +701-90 +70/-80 +70190 +701-90 +70/67.8 +70140 +70/40 1 +70183.6 +70/-90 +70190 +701-79.2 +701-90 2515/10' +70140 +70/4D +701-90 +701-90 +701-90 +701-90 +701-90 +701-00 +70/-90 +701-00 +701.676 +701-9D +7(Y.90 38318' +701-90 +70/40 +70/-90 +701-90 +74-90 +70190 +701-90 +701-00 +701-90 +T01-90 +70186.6 +701-90 +701-00 ADDITIONAL 4a" +70/-00 +701-90 +701W +701-90 +70'-90 +70190 +7a -9D +70190 +701.99 +701-90 +701-90 +701-9D +701.90 ANCHOR 50.548' +70/-90 +70/.90 +70/90 +701-90 +FY -90 +701-90 +701-90 +M-00 +701-90 +701-90 +70/89.8 +701-90 +70140 (4), IF RED. 60" +701.90 +700.90 +70190 +701-90 +701-90 +70/.90 .701-80 +70/ -We +70186.8 +701.68.6 +70/84.6 +701846 +70184.6 63" .7tY.90 +701-60 +74-90 +7x-90 +7x87.2 .701872 +701.87.2 +70184 +7x-84 +701-84 .701-79.9 +701-79.9 +70/ 79.9 • • • 72' +7x-90 +7x80 +i0/-86.5 +70/ -IMS +6x-70 +601-70 +ea -7o .8x .4 +601-69.4 +8x�.a +W-ST6 +601.676 +8x.6.6 76" +70.90 +70190 +70186.3 +70'-70.7 +01114!17.21.8x87.2 +9x'87.2 +ex -662 +8x-86.2 +90/86.2 +8x833 .60163.3 +8483.3 84• +7rY-90 +7x-90 +70/81.3 +ex -70 +M-61.81+ +60161.8 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • •• SEE SHEETS41 &4 FOR MI14311OWWNt391OW • • • • • LOCATION ANE QUANIPTIES. SLE SREET • • • 3 FOR A 1^61DI-1-10MUCHIM • • • • • REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• ••• • • ••• • •• • • • • • • • • • • • • • • • • • • • • as • • • • • • • • • • • • • FRAME 10' MAX, -� ASSEMBLY TUBE WINDOW FRAME HEIGHT ASSEMBLY j TUBE 10" MAX ADDITIONAL ANCHOR (4), IF RED. ADDITIONAL ANCHOR (4), IF REQ. WIDTH • • • • • •• SEE SHEETS41 &4 FOR MI14311OWWNt391OW • • • • • LOCATION ANE QUANIPTIES. SLE SREET • • • 3 FOR A 1^61DI-1-10MUCHIM • • • • • REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• ••• • • ••• • •• • • • • • • • • • • • • • • • • • • • • as • • • • • • • • • • • • • FRAME 10' MAX, -� ASSEMBLY TUBE WINDOW HEIGHT - WINDOW -1 YJIDTH ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1& 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PWOMR 7 REVISRXI m e"mptyiug with ft Fi rida Buildm&Curie Aw Axtpiance N/O j ' O6 �•. �`I" dim � Date �3 Bp M C6 J W CD -j LLI }} r` LU Z o` r CL Q LL O d W DD ti N N OW aF- Q' ;CS oo N Z_ W �i a W O O Z a~ oN oi� W 'oQ O m 0 U o oD U 15. � � M t�D •�. 6 & 3 % oOp� I F4H� �1M Z p e F rZ o o 1111111 //1 pNY..... N/y 't�•'''VOEN3F'•'�(� �� * ; No.58705 :: AQP••. SATE F�':���; •.FL OR1OP. 'C', s/ONAL ll Ill E?.�`. A. LYNN AIILLSF4 P.E. P.E.A 69705 • • • • • • • • • • • • • • • • • • • • FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16"T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SG"= SENTRYGLA BY KURARAY AMERICA, INC. WINDOW HEIGHT SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES Design Pressure (peg for Windows Attached to a Montanus hams AswmBY Tut» Design Pressure (psl) Nor Windows Attached to a Vertical From* Assembly Tube Design Pressure (pso Nor Single Windows, All Anchor Groupe Window Width HEIGHT 2516116- 273/4' 30' 33-1!2 35' 3T Archor Archer Anchm Anchor (roup Anchor dap Anchor Group Crap OmW Crap under 23' 2515118" 27-/4' 30' 33.1/7 35' 37' (4), IF REQ. under 23' +901-130 +90/-130 +90/-130 +90/430 +90/-130 +90/-130 +90/-130 33.1/7 25.15/18' +901-130 +90/-130 +90/-130 +90/-130 +9D/-130 +90(-130 +60/430 Anchor Group 39-3/8" +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 A B CBD - 48" +90/.130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +gx-130 +70/430 +70/-90 +70140 +701-00 50.5/8' +901.130 +90/-130 +901.130 +90/-130 +901-130 +90/-130 +91 25-15/18' +70180 +701-90 +70/-00 60' +90/-130 +901-130 +90i-130 +90/-130 +90/-130 +90/-13D +90/-130 �U 63' +90/.130 +g0/-130 1 +901-130 1 +90/430 1 +90/-130 +90/-130 +901-130 +70/80 --72' +90(-130 +901-130 +901-130 +901-730 +gp/-130 +:x-124.8 +90/-115.7 50.518' +70/-723 +1-57.9 +/49.3 78' +901.130 +9x-130 *901-130 +gd-130 +901-128.2 +80/-1187 +91-108.6 wZ^ 84' +81-130 +91.130 +90'-130 +90/-130 +90/-118.4 +/80.1 +70/-00.2 +70/40 +1.66.3 +70175.9 +7o/-90 FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16"T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SG"= SENTRYGLA BY KURARAY AMERICA, INC. WINDOW HEIGHT SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. Z) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pressure (peg for Windows Attached to a Montanus hams AswmBY Tut» Design Pressure (psl) Nor Windows Attached to a Vertical From* Assembly Tube WMorr Width HEIGHT 2516116- 273/4' 30' 33-1!2 35' 3T Archor Archer Anchm Anchor (roup Anchor dap Anchor Group Crap OmW Crap 10' MAX. All All A8 A 8 CAD A 8 CAD A 8 CAD ILLI _j Q under 23' +7040 +70-00 +701-90 +70i -W +701-87.6 +70/40 +70/40 +70/436 +701-90 +701-413 +701.79.2 +70/'-00 25-15115 +73/40 +70140 +70-90 +70/-93 +70(-90 +70/.90 +70/-00 +7040 +70/80 +70'-87.0 +70/-90 +7040 F+70/-90 idth 363/0' +70140 +701-00 +701-00 +70/-00 +70/-00 .7a -0D +70/-90 +70'-00 +701-90 +70/-4o +70/-90 +701-00 X48" (4), IF REQ. +70180 +701-40 +7x-90 +70/-90 +701&0 +701410 +70/-90 +70-90 +70190 +Ta -0 +70/-90 +70/-90 505/1 +701-W +70/-00 +70-00 +701-90 +70190 +701-00 +71-40 +70/-90 +70190 +70/-40 +70/-90 +701-90 mWindow under 23" 2515718' 27.3x4' 30' 33.1/7 35" 37" I 76' .70/ 90 +701-00 +70140 +70/-90 +70.40 +70/40 +711 +71-00 +72-00 +70/.90 +70/40 +70/-90 +70/-90 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group m0 y �, A B I C D A 8 CAD A B CBD A B C D A 8 C D A B CAD A B C D DZ ' W under 23' +70/80 +701-00 +70/40 +70/430 +70/-90 +70140 +701-00 +70/-00 +70/-00 +701-00 +701-90 +701.90 +701-00 +70.90 +701-90 +7x-90 +70/.90 +701-00 +70140 +70/-90 +70J-90 +70/-00 +7x-00 +701-90 +701-0 E 25-15/18' +70180 +701-90 +70/-00 +70180 +70/-0D +70140 +70/40 +70/-90 +70/80 +70/-90 +70/80 +70/-90 +7W -W +7x80 +701-90 +7x80 +701-90 +701-00 +70140 +70/-90 +70J-90 +7dA0 +70180 +70180 +701-90 �U 38.316" +70180 +70/-76.4 +70/80 +70/.90 +701.90 +701-00 +70/-90 +70f-0 +701 -OD +70/-90 +70(-90 +70`40 +70/-W +70f80 +70/80 +701.90 +70(40 +70190 +70/80 +70/-90 +70J-81) +70/.90 +70/80 +70/-00 +70/80 48' +701.782 +f-61.1 +Ta -73.1 +70180 +70184.4 +70(40 +701-00 +70/-78.9 +7W -9D +7x-90 +701-73 +701.90 +701 -OD +701-90 +701-78.5 +73/80 +70/-90 +701-00 +701-75.1 +70140 +701.90 +70/82.9 +70/40 +70/-00 +701-0 E 50.518' +70/-723 +1-57.9 +/49.3 +70/-00 +70/.80.1 +70/-0 +721 +71-74.8 +7140 +70/-90 +/.69.2 +701-88.7 +7x-90 +7040 +70174.4 +73/ -BO +701-0 +70-90 +70/-71.2 +701 -OD +70140 +70/.76.8 +7059.9 +701.90 +70.90 wZ^ 60' +181 +148.9 +/38.5 +70180 +/-67.5 +70/88.8 +70/-90 +/433.1 +7W-81 +70/-90 +158.4 +701-74.9 +70/-09.8 +701.80 +142.8 +70-83.9 +701.80.3 +701-0 +/80.1 +70/-00.2 +70/40 +1.66.3 +70175.9 +7o/-90 +70(80 63' +1.58.1 +1-48.5 +/35.7 +70(-88.7 +/84.3 +70/82.6 +70/-0 +/80.1 +70/-77.1 +7180 +/55.8 +701-71.3 +70/$5.3 +71-w +/59.8 +71-79.9 +70/.78.5 +70/ +/-57.2 +71-78.4 +71-80 +143,1 +71-72.3 +71-88.6 +71X-90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. Z) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pressure (peg for Windows Attached to a Montanus hams AswmBY Tut» WINDOW WMorr Width HEIGHT 2516116- 273/4' 30' 33-1!2 35' 3T Archor Archer Anchm Anchor (roup Anchor dap Anchor Group Crap OmW Crap 10' MAX. All All A8 A 8 CAD A 8 CAD A 8 CAD ILLI _j Q under 23' +7040 +70-00 +701-90 +70i -W +701-87.6 +70/40 +70/40 +70/436 +701-90 +701-413 +701.79.2 +70/'-00 25-15115 +73/40 +70140 +70-90 +70/-93 +70(-90 +70/.90 +70/-00 +7040 +70/80 +70'-87.0 +70/-90 +7040 F+70/-90 LLJ 363/0' +70140 +701-00 +701-00 +70/-00 +70/-00 .7a -0D +70/-90 +70'-00 +701-90 +70/-4o +70/-90 +701-00 X48" (4), IF REQ. +70180 +701-40 +7x-90 +70/-90 +701&0 +701410 +70/-90 +70-90 +70190 +Ta -0 +70/-90 +70/-90 505/1 +701-W +70/-00 +70-00 +701-90 +70190 +701-00 +71-40 +70/-90 +70190 +70/-40 +70/-90 +701-90 • • • I � • • 67 +70/-90 +71-9D +7019D +70190 +701-W +70190 +701-00+ +70/40 +70/90 +T0-00 +70/-90 +70/80 Z 83" +701-90 +7090 +701-00 +70-40 +701-90 +701-90 +701-90 +70/-00 +70140 +70/90 +70140 +701-90 +7040 72" +70140 +701-00 +701-90 +70190 +701-90 +7040 +70140 +70-80 +701401 +70/60 +70140 +70/-90 +70/40 I 76' .70/ 90 +701-00 +70140 +70/-90 +70.40 +70/40 +711 +71-00 +72-00 +70/.90 +70/40 +70/-90 +70/-90 84' +701'-9D +70/-90 +70/-90 +70/90 +70190 .7n, +70/-00 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. Z) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHE SFO 1 DOES HC13 FRAME 10' MAX. I WINDOW FRAME HEIGHT ASSEMBLY TUBE 10' MAX. J ILLI _j Q ADDITIONAL LLJ ANCHOR zU (4), IF REQ. I.ININDTH • • • I � • • LLJ WIDTHt�•�j` is - SEE SHE SFO 1 DOES HC13 FRAME 10' MAX. I ASSEMBLY TUBE � NDOW J ILLI _j Q LLJ HEIGHT zU LLJ Z WINDOWADDITIONAL WIDTH ANCHOR (4), IF REQ. SEE SHEETS 1 A 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEES EET 3 FOR ANY ADDITIONAL ANCHORS • • • • REQUIRED FOR THE FRAME ASSEMBLY • t • • TUBE. 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• ••• • • ••• • • • • • • • is • . . • • •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • Is • • • • • Is • • •• •• • • • •• •• ••• • • • ••• • • �2DPtd!iRF,Y'[SEO comply* w11h the FlAnr a xpfance No /-0414-4 a�Z25 :y;irati<M Dae Mibm T�Ae'Pn0a9ki:('+R'•R.K-9 ' No. 58705 nsal(V: CCs '•:c�ORIDP. •''G\? ` "';7,,'ONAL t A LYNN MILLER, PE, P.EN 50705 � J ILLI _j Q LLJ U) zU LLJ Z o � o I Vr J LL r� w a o m0 y �, N ti r { `n N o I^^ 7✓/ a' O mR ;CD ..� So DZ ' W Z X °- F- v O p iii O �Vi �Z,rr�1 e v w LU W Q n0 :0 vLU �U "a i= U C - til ry O m� S � 4 wZ^ oZ V "Willll//r. No. 58705 nsal(V: CCs '•:c�ORIDP. •''G\? ` "';7,,'ONAL t A LYNN MILLER, PE, P.EN 50705 it.. Dwg. # Descrlptlon Material 1 7002 Main Frame Head, Sill&Jamb 8083-T5 Alum. 2 7071 Anchor Plate 8083-TBAIum 3 7003 Sash Top, Bottom & Side Rall 80123-T6 Alum 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steal 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket VlnyfFoam 8 7D70 Bulb Weatherstri .187" x.275" Flex PVC 70 30 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate S1sel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 1 7028 IMaxim Dyad Operator, WWa24" Steel 16 7027 Maxim Dual Arm Operator, 'AW>24" stow 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plata Steel 19 7051 OperatorSpacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 O eratorTrack&Silder Dual Arm Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steel 23 1 7050 EgressHinge/Washable HD), Manuf. b Truth Steel Snubber,Anti-blowoutClip Steel 1713 Settin Block 5/32' x 3/16" x 1- 4" EPDM 1714 Settin Block 5/32" x 7 16" x 1- 4' EPDM K24 7036 Laml Bead B 6063 -TB Alum. 7042 LamlBeadC 8083-TOMun. 7059 Lam[ Bead D 8083-TSAJum• 1224 Vinyl Bulb Wst (Thick) Flex PVC TO 39 1 1225 Vinyl Bulb Wst (Thin) Flax PVC 70 50 Dow 899 SiliconBackbeddln 60 7006 Screen Frame 3105-1-114 Alum. 61 7040 Screen Corner Key Polypropolens 62 Screen Cloth Fiberglass 63 1635 Screens line EM. PVC 64 320 ScreenSpring Stainless Steel 70 134 Add-on Flange 6083TBAlum. 71 7004 Frame Assy Tube 6083-T8 Alum. SO #8-32x 1/2' Ph. Pn, Mach. Scr1YPE B Stainless Steel 81 1157 #8 x 1/2' Ph. Pn. SMS Stainless Sleel 82 #8x 5/8" Fl. Ph. SMS Stainless Steel 83 #8x 7/8" Fl. Ph. SMS Stainless Steel 84 48 x 1" Fl. Ph. TEK Stainless Steel 85 #Sx 1" Quad Pn SMS Stainless Steel 86 #8X 1-1/2" Quad Pn SMS Stainless Steel 87 #SOx 1/2" Ph. Pn./ TEK Stainless Steel 89 #10-240/16" Ph. Pn. TYPE F Stainless Steel 90 #12 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS , ALL DETAILS SHOWN FROM THE INTERIOR ✓I AS Ti SASH `� .l1•( 1a A/ -fig • ��-' • C • • • • • • • LIGENS Q-.' • fr• w� • • a r • 1070 TEC OLO(Q'GpQVE •N. V_t �fFL 34275 'Q'-ORIOP.•'G,\V: �'•'"" N d •,,S/OMAI �tt�`• 1111.1•,11 • (941# 443-16V,• ro,x • •co •acfzo • • • • • POT•ous•tiES. • •A. MILLER P.E. • ALL PoG qE3 Revised By: Date: Revioion: JR 05/25/17 NO CHANGESTHIS SHEET. Revised Gy. -I Date: Re�isio PRODUCT REVISED m cornPty4v with the F•ride Building Code acreyt—Not aro14 44• Exeimtfoa Dash. i1"� BOM AND CORNER VIEW J ROSOWSKI CASEMENT WINDOW DETAILS - LM & SM 08/08/12 aeries/Model:Scale: Sheet: Drawing No. P.CA-740 NTS 10 OF 11 1 MD-CA740-LM I C STRUCTURAL 1/4"NOM. POLYISOBUTYLENE WITH DESICCANT EXT. GLASS INT. GLASS 100 KODISPACE AC!_ TDe HOT•MELT BUM STRUCTURAL SILICONE FOAM 3/18" NOM. WITH DESICCANT EXT. GLASS • INT. GLASS o I SUPER SPACER@ NXT TN POLYISO- BUTYLENE 5/16' NOM. SEAL BUTYL ROLL -FORMED _ DESICCANT FOAM STAINLESS STEEL EXT. GLASS —�/ • / EXT.GLASS `Y� `INT. GLASS DURASEAL0 102 SPACER DESICCANT FILL AREA QQ��� 5116" NOM. !<—SILICONE SEAL XL EDGE"' 103 coerces GLASS Part # Description Materiel 100 Kommerling 4SG TPS Spacer System • 101 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for102 Materials Quanex Duraseal Spacer 103 Cardinal )L Edge Spacer NOM. 2.919" .439 `-�— 2.784' —� �\ FRAME HEAD, SILL & JAMB #7002,6063-T6 11.356" c= .441" .095' J OANCHOR PLATE #7071,6063-T6 " 7.050" 706� ]� p Ij- ,865" 6 IL BEAD B 35 #7036, 6063-T6 .n2" ,050" [+— .569" 37 BEAD D #7059, 6063-T6 UIuulltt • • • • �O�j,• F ,y �{, ie� �(eR10P,.•'G is� � •. •.... N \i � 1 / 11 A A 11�` ",\ i • • A. LYNIAIILLER. P.E. • • • 1,070 TFCW�,OI. OGY•I]WNE • N. VEWCE•FL 36275 • (941) 460-181100 10 i • GTOIWGMEs 9CO e ALL RIG•TS RESER P.E.058705 CERT. OF AUTH #29296 ••• • • • • ••• • • 2.701" .062" .093" 71) • • • • • • • • • • ••• • • • ••• • • .�' .062" NOM. 1.159' 2.139" r3 SASH TOP, _/ BOTTOM &SIDE #7003, 6063-T6 A .040" 1.000" .423" -- FIXED 60 SCREEN FRAME #7006, 3105-1-114 .523"� 050" .865" IS LLL 36 BEAD C #7042, 6063-T6 o y: ante: re✓e;on: JR 05/25/17NO CHANGES THIS SHEET. ,;sed 9y: I Date: I Revision: 2.203' --{ +Zi 093" .093" 7G) ADDON FLANGE #134, 6063 -TO PRODUCT R" VISEO m —piymg with IGD fikrido BuilJivg Co3e Accep[eR« NO 1?-OGt4.niµ4• E�cpirariT Dame "WG� n4tarii eda EXTRUSIONS & SPACERS J ROSOWSKI TINE: Vote: CASEMENT WINDOW DETAILS - LM & SM 08108/12 Series/APodel: Scale: Sheet Drawln2 No. Ra v: CA -740 NTS 11 OF 11 MD-CA740-LM C —� 1.124" �-- .125' 2.701" .062" .093" 71) FRAME ASSEMBLY TUBE #7004,6063-T6 2.203' --{ +Zi 093" .093" 7G) ADDON FLANGE #134, 6063 -TO PRODUCT R" VISEO m —piymg with IGD fikrido BuilJivg Co3e Accep[eR« NO 1?-OGt4.niµ4• E�cpirariT Dame "WG� n4tarii eda EXTRUSIONS & SPACERS J ROSOWSKI TINE: Vote: CASEMENT WINDOW DETAILS - LM & SM 08108/12 Series/APodel: Scale: Sheet Drawln2 No. Ra v: CA -740 NTS 11 OF 11 MD-CA740-LM C