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WS-19-2932Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-12-15-2932 Permit Type: Windows/Shutters WarkClassfication: Window/Door Replacement Permit Status: Approved Issue Date: 01/08/2020 Expiration: 07/06/2020 Location Address Parcel Number 1365 NE 105TH ST 2, Miami Shores, FL 33138 1122320540020 Contacts WILLIAM KAY Owner AMERICAN STORM PROTECTION Contractor 1365 NE 105 ST 2, MIAMI SHORES, FL 331382133 JONATHAN RODRIGUEZ Business:3052640446 nathaliehernandez@aspwindows.co Other:3055130514 m Description: REPLACING (4) WINDOWS AND (2) DOORS TO Valuation: $ 6,992.80 Inspection Requests: 305-62-4949 I M PACT TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $4.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.40 Scanning Fee $9.00 Technology Fee $2.50 Windows/Shutters Fee $50.00 Total: $121.10 Payments Date Paid Amt Paid Total Fees $121.10 Credit Card 01/08/2020 $71.10 Credit Card 12/12/2019 $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 rea i g constructio zoning. Futhermore, I authorize the above named contractor to do the work stated. pg- `ZO Authoriz i nature: Owner / Applicant / Contractor / Agent Date January 08, 2020 Page 2 of 2 ENTERED Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING DEC 12 019 BY: FBC 201`_" Master Permit No. 105— U2— 19'_ZG32 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [—]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: N 1�-_ I1):S' 1'� Q��- ���� 9- City: Miami Shores County: Miami Dade Zip:.331�R Folio/Parcel#: 11 - ZZ3,2 - Il(1ZC> Is the Building Historically Designated: Yes NO _ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Y kWcxno Phone#: Address: i3(o S (� i C) S Th SAY e 2 h �rl 2 City: ICI 1(AM*% &13M S State: FL_ Zip: S 3 3 ,R Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: K_M1(.Gr)" fitory l P-�-e C �y✓1 Phone#: i&(o -U-? Address: N Ltg C� �'l (- --A s -- " 3 City: �A( UYv- State: L Zip: I (9 CO Qualifier Name: 110CAiky n �� 1r Cl F Z- Phone#: 30M3G S /-I State Certification or Registration #: C'_&7c 1 S 13Iza_1- Certificate of Competency #: DESIGNER: Architect/Engineer: Add Value of Work for this Permit: $ (Q ) Q 22 - SO Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace State: Zip: ❑ Demolition Description of Work: 1�p �cC �r�c., �� ) \N�(�G�OW.S G�t�d Zl 6U(0rC -f-C) Specify color of color thru tile: Submittal Fee Scanning Fee $ Permit Fee $ CCF $_ Radon Fee $ DBPR $ CO/CC $ Notary $ Technology Fee $ Training/Education Fee 5 Double Fee 5 Structural Reviews $ Bond $ _ TOTAL FEE NOW DUE $ (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. Signature (;�t a�� ER or AGENT The foregoing instrument was acknowledged before me this _ day ofeC,e-IYe `C , 20 1 GI by \\FOAM F-- Ij who is personally known to me or who has produced 4 T-L• T>- (_ • as identification and who dill kake/56 oath. NOTARY PUBLIC: Signature yo CONTRACTOR The foregoing instrument was acknowledged before me this day of 61eC-emt-,r r 20 119 by ,Jh(y -VFYAYl-T2(1(-IY' Gq,I-nmho is personally known to 11 me or who has produced TL • J6• L • as identification and who didAake an oath. NOTARY PUBLIC: Sign: Sign: Print: G Z Print: Z Seal: L� a'""" "' 1', f NATAI-IEHERNANDEZ Seal: :;M""+t;.; NATALIEHERNANpEZ : Y COMMISSION # GG 230408 Ame19,2022 MYCOMM ION GG $EXPIRES: EXPIRESJune p•, � •'""'odnO•••, 9, 2022ppNndOd aF F�o•P•'<• . ^ Thru Puyk Uden"tors .wn �►Iy1 RR1V TIVU APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ackn wled eme . Qu ifier/Owner Signature Date Print Name FL-15210.1 Hinge right solid doors 32 x 80 PGT HR — Horizontal Roller 18-0627.061 73 3/4 x 50 1/2 O William Kay 1365NE 105 St Apt 2 Miami, FL 33138 AoWl M2 1 r%a I nvn Single Hung Horizontal Roller 18-0430.06 18-0627.01 frosted 110-3/4 x 25-3/4 18-3/4 x 38-1/4 Egress :...:. Bedroom . . . . ...... IZ., I of -Z� V. r — BY I� "I pr D r` )T C PI f I� A" A (K) Plastpro Fiberglass FL-15210.1 Hinge right solid.doors X O 36 x 80 PGT HR Horizontal Roller 18-0627.01 73 1/2 x 50 1/2 O WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: �c ,Slnrml�t�lt�c+'y�r, ADDRESS: tYo,S- -NF S-+- l*-2 PROJECT: V 1i 1\'%wyl tA�(AD \ S%Are -F (- 3 3 t 3x City State ZIP EXPOSURE "D " F7WIND VELOCITY = 175 MPH I ROOF SLOPE > 10 G Roof Elev. Tributary Area (Sq. Ft) Roof Elev. Tributary Area (Sq. Ft) (ft) 10 15 20 25 30 35 40 45 50 (ft) SO 15 20 25 30 35 40 45 50 15 + 48.6 47.3 46.4 45.7 45.1 44.6 44.2 43.8 43.5 + 48.6 '47.3- 46.4 45.7 45.1 44.6 44.2 43.8 43.5 - 52.7 51A 50.5 49.8 49.2 48.8 48.3 48.0 47.6 - 65.1 62.5 60.7 59.3 58.1 57.2 56.3 55.6 54.9 17 + 49.5 48.2 47.3 46.6 46.0 45.5 45.1 44.7 44.4 17 + 49.5 48.2 47.3 46.6 46.0 45.5 45.1 44.7 44.4 - 53.7 52.41 51.51 50.8 50.2 49.7 49.3 48.9 48.6 - 66.3 1 63.7 1 61.9 60.4 1 59.3 58.3 57.41 56.6 56.0 20 + 51.0 49.6 48.7 47.9 47.3 146.8 46.41 46.0 45.6 74 20A + 51.0 49.6 48.7 47.9 47.3 46.8 46.4 46.0 45.6 55.3 53.9 53.0 52.2 51.6 51.1 50.7 50.3 49.9 A - 68.2 65.5 63.6 62.2 61.0 59.9 59.0 58.3 57.6 fl + 51.9 50.5 49.6 48.8 48.2 47.7 47.2 46.8 46.5 r + 51.9 50.5 49.6 48.8 48.2 47. 4 . _ 46.8 •U,% • - 56.3 54.9 54.0 53.2 52.6 52.1 51.6 51.2 50.9 N - 69.5 66.8 64.8 63t3 61.1 61.G 60.Q 59.3 58.6• in 25 + 53.3 51.9 50.9 50.1 49.5 49.0 48.5 48.1 47.7 25 + 53.3 51.9 50.9 50 3 49.5 49.8 48.6 48.1 •4.�J•0 • 0 57.8 56.4 55.4 54.7 54.0 53.5 53.0 52.6 52.3 a0, 71.4 68.6 1 66.6 ".0 63.8 62.7 61.8 61.0 •60.2 cc 28 + 54.3 52.8 51.8 51.0 50.4 49.8 49.4 49.0 48.6 LL 28 + 54.3 52.8 51.8 51l.8 60.4 49A 49A 49.0 Wif a - 58.9 57.4 56.4 55.6 55.0 54.4 54.0 53.6 53.2 a - 72.7 69.8 67.8 69.2 64.9 63.49 62.9 62.0 •61a3• H 3Q- + 54.7 53.3 - 52.3 -- 51.5 50.8 -- 50.3 _ 49.8 _.� 49.4 49.0 -- w 30 + - 54.7 53.3 - - 52.3 - 52.� 31.8 50.8 - 4 96 49.4 - - - •4194 - L - 59.4 57.9 56.9 56.1 55.5 54.9 54.4 54.0 53.6 73.3 70.4 68.3 6E.8 65.5 64.44 60.4 62.6 •61m& 35 + 56.1 54.7 53.6 52.8 52.1 51.6 51.1 50.7 50.3 y 35 + 56.1 54.7 53.6 i.lS 5 .1 51.6 9i.1 50.7 50.3+ uyi - 60.9 59.4 58.4 57.6 56.9 56.3 55.8 55.4 55.0 d 75.2 72.2 70.1 68.5 6l.2 664) 6501 64.2 60r4 a 40 + 37.6 56.0 55.0 54.1 53.5 52.9 52.4 51.9 51.5 a + 37.6 56.0 55.0 .i S .5 52.9 52.4 51.9 51.5 - 62.4 60.9 59.8 59.0 58.3 57.8 57.3 56.8 56.4 4, - 77.1 74.0 71.9 781 61S.9 67e1 015!7 65.8 65.0 + 59.0 57.4 56.3 55.5 54.8 54.2 53.7 53.2 52.8 0 45 + 59.0 57.4 56.3 55.5 54.8 54.20 •3507 53.2 52.8 rp45 64.0 62.4 61.3 60.5 59.8 59.2 58.7 58.2 57.8 t - 79.0 75.9 73.7 71.9 70.5 69.4 68.3 67.4 66.6 50 + 59.9 58.3' 57.2 56.4 55.6 55.0 54.5 54.1 1 53.7 50 + 59.9 58.3 57.2 56.4 55.6 55.0 54.5 54.1 53.7 - 65.0 63.4 62.3 61.4 60.7 60.1 59.6 59.1 58.7 - 80.2 1 77.1 74.8 73.1 71.7 70.5 1 69.4 68.5 67.7 55 + 60.9 59.3 58.1 57.2 56.5 55.9 55.4 54.9 54.5 55 + 60.9 59.3 58.1 57.2 56.5 55.9 55.4 54.9 54.5 66.0 64.4 63.3 62.4 61.7 61.1 60.5 60.1 59.7 81.5 78.3 7fi.0 74.3 72.8 71.6 70.5 69.6 68.8 + 61.8 60.2 59.0 58.1 57.4 56.8 56.2 55.8 55.3 + 61.8 60.2 59.0 58.1 57.4 56.8 56.2 55.8 55.3 GENERAL NOTES I FIGURE 1 D=10% OF LEAST HORIZONTAL DIMENSION 1. TABLES VAUD ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. ZONE 4O 2• ROOF ELEVATION "H", IS DETERMINED ZONE 5E BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. H 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN I D� ROOF HEAIGHT AND APPLY TO ALL FLOORS. U u� 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D ,�� SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2017 STANDARDS loot. 10-02-131 REVISIONS: AL-FAROOQ CORPORATION no. date by description ENGINEERS & PRODUCT DEVELOPMENT eh•ck•d try: H.Y. - 9360 Sunset Dr. Suite TEL. (305) 264-8100 DWG NO. ) 220 MIAMI, FL 33173 FAX. (305) 262-6978 SHEET 1 OF 1 D -< SEAL SEP 4 JAVAD AHMAD FLA RE / 70592. E9 CAM. 3536 • BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search b'd a P ro Product Approval. USER: Public User Ueoru�rt L T• A. Product Approval Menu > Product or Aoolication Search > &Dlication List > Application Detail FL # F1-15210-116 Application Type Revision Code Version 2017 Application Status Approved • • • • • • Comments .00 Archived — i •• • •• • . • . . � • Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. •. •. . ; • • • • Address/Phone/Email 5200 W CENTURY BLVD. 000000 : . 6.0 0 LOS ANGELES, CA 90045 •. •. • • •. • ..:.. (440) 969-9773 Ext 16 ' • •• •• • • • rickw@rwbldgconsultants.com • •• •••••• • • • • • •••••• Authorized Signature Vivian Wright 0 ••••% • . . rickw@rwbldgconsultants.com �•� .. • . •. • . . ;00"; Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. [Z Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL1 210_U—COII_(D) Certificate of Independence.pdf Standard ASTM D1929 ASTM D2843 ASTM D635 Year 1996 1999 1998 I.... .., �, . .;. Equivalence of Product Standards Certified By Sections from the Code ASTM D638 ASTM E1300 ASTM E84 ASTM G26 G 155 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FLl 21 _RM_Eguiv_L&Equivalency of Standards.pff 2003 2004 2005 1995 2005 1994 Product Approval Method Method 1 Option D : • • • • e: • • goes•• s• • Date Submitted 08/13/2017 •• • • e •• g •ss•o• ee e•s•so Date Validated 09/18/2017 eee:•. . • Date Pending FBC Approval 09/20/2017 • • • • • • • • • • •egg•• Date Approved 12/12/2017 g••g a ••egg •••••• •g g egg•• •� Summary of Products FL it Model, Number'N o�ame •, .. Description Feg;g;;—•'-'•••- e 15210.1 a. Smooth/Wood Grain/White Wood • • 6'8 "Impact" Opaque Fi%ergiaA Single DW - ;"'•� Grain/Rustic/Mahogany Series O Inswing/Outswing (X - Configurationr • Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II_(b) Inst 15210.1.p�if Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.1.E additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLl 1 _R6_lj_(¢) Inst 15210.2.p�1f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any FL15210 RC_AE_(¢) Eval 15210.2.E additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLl 21 _Rf_II_(¢) Inst 15210.3.pf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any FL 2 _R6_AE_(¢) Eval 15210.3.p.L additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.4 d. Smooth/Wood Grain/White-Wood 6'8 "Impact" Glazed Fiberglass Single Door - Grain/Rustic/Mahogany Series 0 Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Installation Instructions FLl 21 _Rb_II_(¢) Inst 15210.4.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any FL f2si_AE_(b) Eval 15210.4.pf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLl 21 _M_II_(b) Inst 15210.5.Rdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings, any FLl 210_RR6_AE_(¢) Eval 15210.5.g�lf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Doubl(a Doo6with or without Grain/Rustic/Mahogany.Series_0 _ Fiberglass Door Sidelites=Inswing/OutWng jXX; OXM!eonfigurV ins 1,, ••+• Limits of Use :11• Installation Instructions• • • : • • • • • • • • : • Approved for use in HVHZ: Yes FLl 2 0_RM_II_(b) Inat*j&W.6.pd • • • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Sylyyot, P.E. 43409• �•••+� Impact Resistant: Yes Created by Independeil 1gi�d' Party: :Ik=t• • • Design Pressure: N/A • • • • • Evaluation Reports . + Other: See INST 15210.6 for Design Pressure Ratings, any FL15210_U_EE_(b EvaCi!l0.6. pj? • • • *see* additional use limitations, installation instructions and product Created by IndependeM?Tllild Party!Yes• • • • • • • • particulars. • • • • • • 15210.7 g. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Figergo%SinglADoor - OutsvAng• (X • • Grain/Rustic/Mahogany Series O Configuration) • • • • • • ; •; Fiberglass Door •+;.+• Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_RE_II_(b) Inst 15210.7.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings, any FLl 21 _R�_AE_(b) Eval 15210.7.p- f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL 0_ U_LI_(b) Inst 15210.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.8 for Design Pressure Ratings, any FLl _RL_PA[_(b) Eval 15210.8.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.9 i. Smooth Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLl 21 _R¢_II (b) Inst 15210.9&dff Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings, any FL15210_M_AE_(b) Eval 15210.9.p�f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.10 j. Smooth Wood Grain/White Wood ratnjRustic/Mahogany Series D— 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - 'Conflguratlon) �— --- -- Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1 _R6_II (b) Inst 15210.10.pbf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings, any FLS 21 _R�C_AE_(¢) Eval 15210.10.p�1f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLl 21 _RMC_II_(¢) Inst 15210.11.p�if Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings, any FL1 _RC_AE_(b) Eval 15210.11.p�ff additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (XX; OXXO - Configurations) erg ass Poor •••..-._,.•_ Limits of Use Installation InstructiAQ1 • • • • • Approved for use in HVHZ: Yes F 1 2 _R¢_I_(¢ Ins 15219.12. R�df- • • • Approved for use outside HVHZ: Yes Verified By: Lyndon F. ci�roi , P.E. 4340f3• ...... Impact Resistant: Yes Created by Independerlt'14t1 VParty: Yes • ; • • • • ; Design Pressure: N/A Evaluation Reports • • • • • • • • Other: See INST 15210.12 for Design Pressure Ratings, any FLl _R�__(¢) Ev1l•1'10.12.•••• .••.. additional use limitations, installation instructions and product particulars. Created by Independer4tj"r4I.1party:*Yes . 00000 • • • • • 0*0000 15210.13 m. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque FiQergras; Single. Doo6with S4rWli;;• Grain/Rustic/Mahogany Series 0 Bolts - Outswing (X - CQnfigulation) • • • • • • Fiberglass Door • • • .. • • • • Limits of Use • Installation Instructions 000 • • Approved for use in HVHZ: Yes FLl 2 _R�_II_(b) Inst 15210.13.p-df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings, any FLl 21 _R6_AE_(¢) Eval 15210.13.{�f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series 0 Bolts on Active Door panel - Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes F 1 2 _R6_II_(b) Inst 15210.14.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 for Design Pressure Ratings, any FL1 _RM_A&E_(¢) Eval 15210.14.p(f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.15 o. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSERT'" an operational window insert - Outswing (X - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1521 _RC_II_(b) Inst 15210.15.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.15 for Design Pressure Ratings, any FL1521 _R6 AE_(¢) Eval 15210.15.{ff additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 13acko Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Co vright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe • 0 0 0 • • ...... . .. ...... .... . ..... ...... .. . ..... .... . .. ...... . . . . ...... 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTSWING ,,immcr GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements includng the'High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wail dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.12.2 & R301.2.1.21. 5. For 2xstud construction, anchoring of these units shag be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to silt is less than 45 degrees. 31-50" MAX. OVERALL FRAME WIDTH U Z z � W W x x W X O O p i5 M (V m •• ••• • • • • • •• • • • • • • • • • • TABLE OF CONTENT SHEET N DESCRIPTION SHEET t DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 7 Horizontil & Vertical Cross Sections (Direct to Masonry 2 Door Panel Details 8 3-point lock details 3 Horizontal & Vertical Cross Sections (2X Buck) 93-point lock details 4 Horizontal & Vertical Cross Sections (1 X Buck) 10 Buck and frame anchoring 5 Horizontal & Vertical Cross Sections (Direct to Masonry) 11 Components 6 Vertical Cross Sections (Thresholds) 112 Big of materials z o� A 0Zin It l iw% m Z U N n o w 0 X 2 9m66 �j o• d Nf m dam `4 E �Z • • • •E_DIME14SION DESIGN PRESSURE (PSF) CONFIGURATIONE POSITIVE NEGATIVE ••: z:• 2.0" +75.0 -75.0 •See sheets 2 "hardware iesigrrpiessure limitations • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 s— N.T.S. owc. er: JK ax. er. LFS FL-15210.1 -Er _L of 12 0.7" 0.4" --{ CAP (PVC) HINGE STILE (LVL) 35.7S" MAX O.A. WIDTH C3 ® v a o C 4 O f X h CPZ Z 40 DOOR PANEL Fbkrgm EXTERIOR INTERIOR 1 HORIZONTAL CROSS SECTION 2 SEE HARDWARE TABLE SEE HARDWARE TABLE LATCH STILE (LVQ \ CAP (PVC) HARDWARE TARE MAX. DESIGN MANUFACTURER MODEL PRESSURE S KNOB. SIGNATURE SERIES KMKSET DEADROLT' SIGNATURE SERIES (9E0) _ 75t KNOB: 'P' SERIES (FBI) SCHLAGE t 75 DUDROLT: Y' SERIES (R�0/l2) (EVER: FL3R SERIES PAMEX ±75 DEAD60LT: FD7SERIES HOPE MULTIPOINTLOCK: HLS90003•POINTTONGUE t50 ENDURA MULTIPOINT LOCK: TRILENNIUM 3000 (3- See sheets 5 and 6 for mulfipoint lock details. FOAM CORE — (POLYURETHANE - 1.9 PCF MIN.) HBERGLASS SKIN (0.125" MIN. THK.)� Pn # 75 • •• • • • • ••• • • • • • • • • • • BOTTOM RAIL • • • • • • • • • • • • (COMP.) •�i= �.... X. Z ...1111\ \\`\ O n CD2 } UN •. V a CS u E E 1mZa TOP RAIL 4 rN i u$ 9 L a.(COMP.) 4 rn ci a a w c 0 p Z E `ocii iv 'Jd •• ••• ••• ••• ••• ••• • ; • • ; • • V-21 VERTICAL CROSS SECTION • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LE N.T.S. In: JK BY., LFS wm No, FL— 15210.1 Er 2 of 12 1-1 d EMI 1 HORIZONTAL CROSS SEC17ON $ Outswing shown (Iruwvg wnlarl 1-1/W. MIN. EMB. (TYP.) 0.Is, B I MINK C w °� [ ! D E o INTERIOR • c . 40 7 • B L ° C 58 c • • • • • • 7 1 z EXTERIOR 27 •• ••• •• • • 7a U E EXTERIOR INTERIOR � o •• ••• �� • ••• • ••• ••• 2 HORIZONTAL CROSS SECTION 3 VEIMCA PROS SECTION 3 Oufswing shown Inswing similes • • • • • • • •• • • 3 1 Offing s own (Wng *nlm) • • •• • • •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,Tm is iL stxz- N.T.S. DWr- BY: JK cW_ W. LFS DPAW* c No.: FL-15210.1 sHm 3 of _I 2 = i1 tA� Yj Q'.� Q` m \1%... d awn o n m i Co —E U 2 l E• Z 8.0 �vd{♦ V maa00- [ 4 C i A p• d ?a E E C Y 2 1 �' -'U Gm e '° o• A J 1 2 , —O E .. o am N ON NN . 7 • ° INTERIOR >?m A C z_d i� m v Z.6 I� • �w o 40 n .' 00 11 EXTERIOR w w y O 11 7 1 2 27 G A i aj 9 MIN. qp EXTERIOR INTERIOR p F EMB. EMB. (TYP.) I-1/4"MIN. xx EMB. (M.) � � 1 HORIZONTAL CROSS SECTION 22 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION z P 11 Shown w I X SU 4 511own w/ I X sub -buck • • • • • • • z Outswing shown (hsswing simNar) Outswing shown (bowing slwft) i i • • i • • $flown (Irnwing similar) a O1 a n o wre 02 16 12 = sale N.T.S. n DWG. BY: JK 0 •• ••• ••• ••• ••• ••• • • • • • • • • • • • • • �- B1 LFS 3 • • • • • • • • • onAww NO.: rc • • •{ • • • • •• • ! ! t •f • • m F7-15210.1 0 sn¢r 4 of 12 O • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r!n V N z d z chi V Q� A spoor s� F 02 9 0 ctj ^' ola E E 2 1 C C 'o JA ° °� O� 2O KO v• D 1 2 zt ? &yam D D °v am 7 ern ° 7 E .. Z o NF M e INTERIOR • , • C o0 N N 11 EXTERIOR 7 1 2 E!EI N o 11 40 27 M 9 EXTERIOR INTERIOR o ~ 1-11,C MIN. 1-1 M MIN. EMB. (TYP.) EMB. (TYP.) > > i 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION , , Z = =' $ shown Direct to Masonry S Shown Drell to Masom/ • • • • • 5• y►ownOhect o n o a . Outswing shown (Iruwing srcniar) WSW shown (Inswing simbr) • •Outst ing sho�n g simior) n �, o IT • • • • Z N • • • • • •• ••• •• • • • •• atc02116112 z smL- N.T.S. o DWG. er: JK • •• ••• ••• ••• ••• • • • • • ••• • cNc. BY. LFS 3 • • • • • • • DPAW c H04 • • • • • • • FL-15210.1 0 • • • • • • sr¢r 5 or 12 " A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ''''''��ll• 1111\ \\0 A to Z O O N •• i m e chi D 9 C W oo gL pow, a Nr maa� EXTERIOR INTERIOR E ci Z c In 8 C zo O �O —� U 29 N sz EXTERIOR INTERIOR DI • d • EXTERIOR INTERIOR N d m 30 31 32 33 34 �21 VERTICAL CROSS SEC17ON 8 6 Sh.. w/ ADA thest U 36 R 37 00 N N y 38 W W O E �h N e e . E �� � c • e d ` N • • • • • • • • N 01 QO 1 VERMAL CROSS SECTION • • • • •'a • •R • • CROSS SECTION N o z 6 Outswing confirgurafan • : : LgfMnl&coytlg Wion • • • • • DATE 02 16 12 wAm- N.T.S. DWG. JK ••• ••• ••• •• ••• • • ••• • • • • ML ail. LFS • • • • • • • om wm No_- • • •• • • •• • • •• FL-15210.1 mm -fi or. 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1-1/4" MN. EMB. (TYP.) MAX. 1.25 ^ I MIN. • P EXTERIOR W INTERIOR 5 VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing onyw/ 4-9/16 jamb INTERIOR EXTERIOR 1-1 /4" MIN. EMB. (TYP.) 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 7 Shown Direct to Masonry 7 Shown Direct to Masonry Outswing only w/ 4-9/16 jamb Outswing only w/ 4-9/16 jamb •m. 0. T 0. E MN. pJ' MA) �r ao aZLadc aow oo 40 E 0zv. EEJ1dNM�i RIQR 6 VERTICAL CROSS SECTION 7 Shown Direct to Masonry z o 0 Outswing only w/ 6-9/16 jamb g f V) �o � N 0 W y UU 41 2� N Z n a 00 N N to O INTERIOR It nn rn N N ry o Fo M ° e o • • • ley 01Q w • •• • • • • • • ••• • • • •• • • • • • •• E N_o Z 1-1jb'?�IIN.••• M 1.1/4"MIN. wh: 02 16 ] 2 EMB. (TYP.) EMB. (M.) scuE N.T.S. 3 HORIZONTAL CROZ S GVON ... ... 4 . •HORIZONTAL CROSS SECTION rfi: JK mnc an LFS 7 Shown Died to MalonrY • Outswing only w/ 6-:A (L jam: • • • • • • •7 Shown Direct to Masonry ;Outswing only w/ 6-9/16' jamb a,,,,,Mc No,, • • •• • . •• • • •• FL— 15210.1 mw 7 a 12 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 MANUAL RAISED TONGUE GEAR SYSTEM 0 0 O 0 2X BUCK 9 IXBUCK 0 r DIRECT TO UW 4 MASONRY Y4 HOPPEMULTIPOIM LOCKSET HL59 W 3Pdnf'fong. 0 o fry jr I Oo 23 MUL11P0/NiSTRIKEPLATE 2XBUCK $$ o IXBUCK G DIRECTTO M I MASONRY 1 •7" 2X BUCK 58 0 IX BUCK G DIRECT TO M MASONRY m m 0 . .. . . . . ... . . ... .. . • . .. 0 •• ••• •.• ••• • •s: •:• • • LATCH AND DEADBOLfSTRIKE PLATE • • • • • 00. longue ". • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• STRIKE JAMB On z UN •• o Z Z U mO W a y 9 d v 0 of mo:aif° 3a E 02/16/12sL12 N.I.S. e. er. JK BY: LFS WNo No.: FL-15210.1 n _,L or �'•. ` > zA 55 5 o N a ` �' %mzo \V $ u s 'moa a• aa� e 6 C oZ ddd�$ ui Sd � � a 2g O � O C > � ( Wm fn Z � o n o S a a U U � � m cl' n .t N 57 N p � W W O _N O O � O O 2x BucK 58 7 i IXBUt Qr • • '• • • • ^ • • • • • • • .r-' i d • • • • • • • • N O. p J DIRE& j0 M • • • • • • • n > > MASOfIkYj • • • • • • o •• ••• •• • ••• z wre 02 16 12 i N.T.S. •• ••• ••• ••• ••s •:• Dw& BY. JK m ENDURA TRILENNIUM 3000 • • • • STRIKE JAMB RETAIL • anc ar LFS 3 3 pt. Lock • • • • • �� • ow�wwc • • •• • • •• ••• �•-15210.1 n • • • • o 4EEf 9 aF 12 " ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A MIN. MASONRY OPENING 2X CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be mgmted to maintain the min. edge distance to mortarjoisls. 2 Concrete anchor locations noted w •MAX. ON CENTER' trust be adjusted to makit b the min, edge distance to morfor joints, oddRiond concrete anchors may be required to ensure the ?AAX. ON CENTER' dmenvon are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIM CLEARANCE- MIN. CLEARANCE TYPE 4 SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR Trw / TAPCON uLtRAc HW • 3/16- 1.1/A' AS SHOWN 1.1/T TAPCON 1. WOOD WOOD S�INSTALLATION NOTES. Manfdn a n**n Rn W edge dstance, 1' end distance, & 1' o.c. spodrg of wood screws to prevent the spitting of wood. STRIKE JAMB 2X BUCK 1X BUCK DIRECT TO MASONRY 49/i 6"JAMB p DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 7) Q�C; Q'� n (TYP.) * m SEE HINGE L 2X BUCK `a t 11j1 o n z UN •: DETAIL (TYP.) G 1 X BUCK f� ` v 'E E a Z o o s 7� DIRECT TO _ o b� gr n y 9 �W g 5 o o a MASONRY MASONRY m OPENING TYP. HEAP `o Z & JAMBS FRAME v ?� Ir = 4-9/16' JAMB M O Q 2X BUCK ^6 9/16' JAMB N fn n `� w m DIRECT TO ' �w a� MASONRY — JAMB (TYP.) (SEE SHEET 7) o a a m ( ADA SILL r ONLYLu IT LATCH i DEADBOLT DETAIL FRAME ANCHORING HINGEJAMB 8l' Z Masonry construction n Ln O FO o: DIRECT TO DIRECT TO MASONRY M DIRECT TO o MASONRY MASONRY M Q. a. IX BUCK IXB4 • • • 9• al BUCK G ^='w 2*UCK • L • • • • 9 o 2X BUCK • • • ' ' •' ' BUCK L n ••• ••• • �� • • " •-Z DIRECT TO4 MASONRY 02116112aLc: Scm N.T.S. IXBUCK •• ••• DM. BY: JK • • • • ••• ••• • 2X BUCK • • • • • : airs. BY..LFS • • • • • • • • A • I GE D R • • • • • • HINGE DETAIL • � OeAWM ND_ FL-15210.1 Inswing Outswing ;Z71 10 of 12 — — ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 30 71ING THRESHOID OlP (=Oj 302 oMWING THRESHOLD DLP (GOSH) � �RlHSN9NG THRESHOLD '''' r�d,a (Z-Sepias( g INSWING THRESHOLD Endura (Z3erles) �1 OUfSwINO THRESHOLD rr C.. bio High Dam (SET) OUISN7NG THRESH--- 31 Columbia (575) °�°u INSWING THRESHOLD " . 37 INSWING THRESHOID DLP QSCS) 0 Fes— 2:44" —+— 2.13" _j POLY REEK JAMB Plastpro f— 4.56" �II � F--- 2.36' � 2.2• 2 wooDJaMe Z y v L �i Os2" Z WEATHERSTRIP uro Ce w 2.OW ATh o DOOR EOTTOM SWEFP �o0 U N •; qq 9m[W oa Vv 2 4 G nZ • • • N � C . .TF••• N•-Z —T DATE 02116112 I Ste: N.T.S. • • • • $9 ADR NfRESFRXfP c. • • • : • o•BY-.JK • • • • DLP • • • • cwc en LFS • • • • • • • • • oRA�7NG �q: • • •• • • •• • • •• FL-15210.1 sm J1 of 12 • • • • • • • • • • t i Il a s 0 n o i o of � v oZ 0� w 9L$ �6c0 IL a �'� md.T a 4 =i E a° �d ccUO ?O z� r w 0 a� m U � O 0 a a ��m �0 00 N a o� w o o� �� j j u z - nN • • • • • • • • • N a Q F • •• • • • • ••• • z N'-Z •• ••• •• • • • •• U DAM° 02116112 SME N.T.S. DM. X m •• ••• ••• ••• ••• ••• CHK W. LFS 3 + • • • • ♦ • • • • • • • • • • • • • • • • • • • • • • FL-15210.1 N SHEET 12 � 12 Hill of MATERIALS • DESCRIPTION AUIER1Al A 1XBUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry it P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 l/ Florida Board of Professional Engineers Cerlificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Plastpro, Inc. Smooth / Wood Grain / White Wood Grain Exterior Exterior Door 5200 W. Century Blvd. Rustic / Mahogany Doors Assemblies Los Angeles, CA 90045 Series O Fiberglass Dow • •: • Phone 440.969.9773 Inswing/(butsw n -..Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, V"4$Kstem IQ #''.p98) for Plastprd'Ini, Based oh R0166-Chapter No". 61G20-3, Method 1D of the State of'Florida-Pro4W4;Qproval, Department of. Business & Professional Regulation. • • • • • • RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financiariAtlefest in tht company ";". manufacturing or distributing the product or in any other entity involved in the approval proMV&:he pror6rt r%ned "•"• herein. •• •• • •• •••••• Limitations: • • • • • • • • 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBCj struct§64 rf liremefitS• • • - including the "High Velocity Hurricane Zone". • 0 • • • • 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base materiS shall be beyorOwall dressing or stucco. • • • • 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 TEL 01391846 TAS 201-94, 202-94 & TAS 203-94 ETC-05-255-16776.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC-07-209-19303.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 2. Drawing No. Prepared by No. FL-15210.1 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Testing Laboratory Testing Evaluation Lab., Inc. Testing Evaluation Lab., Inc. ETC Laboratories ETC Laboratories ETC Laboratories Signed by Lyndon F. Schmidt, P.E. William Shelton, P.E. Joseph L. Doldan, P.E. Joseph L. Doldan, P.E. Ben Meunier Sianed & Sealed by Lyndon F. Schmidt, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E. ���•, v:��G E NSF••• ,��•. No 43409 h - Z�•. STATE OF = w: 0;0 -A%' V•P ���� Lyndon F. Schmidt, P.E. �ii�iS • :� ;� ����� FL PE No. 43409 8/31/2017 Sheet 1 of 1 M IAM I-DIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strset, Rgpm 208 BOARD AND CODE ADMINISTRATION DIVISION T (7861315-490 F (;t8)-A3-2599 ...... NOTICE OF ACCEPTANCE (NOA) .i mi&nidadkW2/economy .' PGT Industries, Inc' •••••• • •• •••••• 1070 Technology Drive North Venice, FL 34275 ."•'. :...:. ' SCOPE: ••�• • �•�•• This NOA is being issued under the applicable rules and regulations governing•l%pte of Colf%wcfion ...... materials. The documentation submitted has been reviewed and accepted by Miwvir"e County4 RER - .' Product Control Section to be used in Miami Dade County and other areas where allowed by the • • • • : • Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County ProctagQontrol • • • •' Section (In Miami -Dade County) and/or the A1-1J (in areas other than Miami -Dade County) reserv@•tttb right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series "SH7700A" Aluminum Single Hung Window — L.M.I. ] APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 consists of this page I 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. 18-0430.06 I Expiration Date: August 23, 2023 g(1 91 Approval Date: August 23, 2018 ii Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. • • • • • • 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM , sheets through 11 of 11, dated 04/01/18, prepared by manufacturere,*igxed anA sealed Anthony Lynn Miller, P.E. • • ; • • ; ; • • • • B. TESTS ""•• 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading p&vF$C, 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, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel ez . . Product Contr Exa finer NOA No. - 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •••••• •.•••• E. MATERIAL CERTIFICATIONS"• . '. 00 09*600 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray 4jngjSa, Inc. fpr their • "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01418/18, ."' expiring on 07/08/19. .... '' • • • . ..... 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray AmViga, Int! fof.their •'•'•• "SentryGlas® (Clear and White) Glass Interlayers" dated' 12r28/17, expi'liong on ' • • • 07/04/23. . . • . . . . ...... .. F. STATEMENTS S • . • •• 1. Statement letter of conformance to FBC 6ch Edition (2017), dated April ego, 92018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, RE G. OTHERS 1. None. E-2 Manuel'Per.E. Product Control E a ner NOA No. 18- 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES SH770OA IMPACT RESISTANT SINGLE HUNG 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 31Y IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED, USE ONLY GLASS TYPES 3, 7, 12. 13 OR 15. 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 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 ZX ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. 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) 1/4' MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E13DD. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E13DD. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASO. 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) METAL SUBSTRATE TO MEET MIN, STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7835A & 18-7835.2: ELCO ULTRACON NOA, ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSIIAF&PA NOS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL FIGURE A: ALLOWABLE SASH CONFIGURATIONS AND SHAPES ----{ WIDTH F� +T I T�� WIDTH r / T -I WIDTH �f I x RECTANGULAR WITH EQUAL LITE SASH x x RADIUS -TOP WITH PROVIEW SASH x RECTANGULAR WITHCUSTOM SASH ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. �17-13116' MAX. O.C/� 18-3/88" MAX. 17-3/4" MAX. 17-3/4' B. SEE + I O.C. � (9" MAX. BUCK) SHEETS 8 It 9 A, SEE SHEETS 8&9� i EQUALLY / SPACED ANCHORS PER TABLES 6 & 7 O 17-316" MAX. O.C. — I MAX. TIP 12-1/16" MAX. O C. TO 4 X TP EQUALLY SPACED I I -'-T HEIGHT ANCHORS PER / 13-5/16' MAX. O C. TABLES 6 & 7 — — 9-10 MAX. I / (9" MAX. BUCK) 1 A B NO ANCHORS AT SILL � 53-1/8' MAX TIP TO TIP WIDTH 1' WEEP NOTCH AT EACH END ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION TABLE 1: ALLOWABLE GLASS TYPES Type Description (Listed from Exterior to Interior) Tab e A 1 1/8'AN, .090' PV8, 1/8" AN 2 2 13115" LK3: 1/8' AN CAP, AIRSPACE, 1/8" AN, .09W PVB, 1/8' AN 2 3 13/16" LK3, 118" TP CAP, AIRSPACE, 11&- AN. .090" PVB, 1/8" AN 3 4 1/S" HS, .090" PVB, 1/8" HS 4 5 3116- AN, .090' PVB, 3116" AN 4 6 13/16" LIG. 3116" AN CAP, AIRSPACE, 1/8" AN, .090' PVB, 1/B" AN 4 7 13/16" LIG: 3116' TP CAP, AIRSPACE, 1/5" AN, .090' PVB, Ill!"AN 4 8 3116" AN, .090- SG, 3/16- AN 5 9 3/16" HS, .090" SG, 311S" HS 5 10 13116" LIG' 1/8" AN CAP, AIRSPACE, 118" HS, .09D" SG, 1/8" HS 5 11 13116" LIG: IIS' AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5 12 13116" LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, 090" SG, 1/6" HS 5 13 13116' UG: 118"TP CAP, AIRSPACE. 3/16' AN, .09(" SG, 3/16" AN 5 14 13116' LIG: 3116" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 118" HS 5 15 13116" LIG: 3116" TP CAP, AIRSPACE, 1/8" HS, 090' SG, 1/8" HS 5 CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E1300-09 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, LARGE & SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANT 52-1/8" MAX. BUCK WIDTH {� 5-MAX. O.C. I j— 4-11/16"MAX. D. SEE —yL SHEET 10 C. SEE SHEET 10 MAX IJ BUCK HEIGHT I B HT 5" MAX. _j O.C. D �- 4-11/16'MAX. 1'WEEP NOTCH AT EACH END ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC, WINDOWOPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7. 4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEGIBOX). • • • • • • • • • • . ......... SG- KURARAY SENTRYGLASs INTERLAYER BY KURARAY AMERICA, INC. PVB = KURARAY TROSIFOL• PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP TEMPERED • or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LU = y ,ar. L] c O g O O U) OJ O R y W O Z LL'S _ :1,W G WUm 9J n ry ., F- ` w: 1..0 LU o > ' Q Z O Z O Z = 1— -WJ W O 0 rn W J °5 a< tD U1 I�.0 x Z O < Z O Z Q O O Of W n U Z = J Q W a U) WW 11111111„/, * No. 58705 = �'Ss��NAL1E?G�. e • A LYNN MILLER, P E. e P.E.S 58705 TABLE 2 n Barran Dieviotion for G�Y1 Range Sash Hcght Rwiga On) Design Pressure )Ibelfe) for Glass Types 1 & 2 Tip to Tip Y WN 18' 25" 3r 3T 41" 45' 49" 53-11T 24" EWa4fte 12,464 +65.0 1 -80.0 -85.0 -90.0 -86.0 -80.0 -65.0 1 -000 +850 -00.0 +650 -000 +65.0 -W.0 +65.D -So0 Equal-ISe 15.954 +65.0 -80.0 +65.0 -00.0 -06.0 410.0 +65.0 -000 +650 -000 -0&0 -800 +65.0 -80.0 +65.0 -0D.0 31" Standard Pralew 12 994 - 15 963 +65.D -00.0 +65.0 -80.0 +66.0 -80.0 +65.0 AO 0 +65.0 -80.0 +65.0 -800 +65.0 -80.0 +65.0 -00.0 Slalest 12 464 - 12.90 +65.0 -80 0 +65.0 -00.0 +65.0 -.0 +65.0 - It +-- -00.0 +65.0 -80.0 +65.0 -0D0 Equal -de 19.652 +65.0 -80.0 0 -660 800 +65.0 -000 -65.0 .80.0 +65.0 -80.0 +65.0 A0.0 +65.0 -000 Standard P-ew 15.944 - 19 651 -65.0 1 .80.0 -650 -00.D +65 C -80.0 +65.0 -800 +65.0 -80.0 +65-0 -80.0 -65. D -80.0 -65.0 .80.0 36319" Custom Size 15131-15943F65. -000 -65.0 -00.0 +86.0 -80.0 +65.0 600 -65.0 .80.0 +65.0 -MO -65.D .80.0 +65.0 -500 Custom Size 14. 131-15.130 -W.0 -65.0 -80.0 +650 AaO +650 -000 +660 -00.0 +65.0 -8MI) +65.0 -00.0 +65.0 -000 Slateel 12.464-14.130 -00.0 -65.0 -80.0 +650 -90.0 +850 -000 +650 -00..0 +65.0 -00.0 +65.0 -00.0 +65.0 -800 Equal4ite 22964 -80.0 -65.0 -00.0 +660 .900 -650 -80.0 +660 4XI.0 +65.0 -80.0 -65.0 -800 -65.0 -900 Custom Size 20.131 - 22.963 -00.0 -65.0 .80.0 +650 .80.0 -650 -00.0 -66.0 �.0 +66.0 -80.0 +65.0 -80.0 +65.0 410.0 Standard P-ew 18.594 - 20.130 -80.0 +65.D -80.0 +66 0 .90.0 -650 -80.0 -W,O -80.0 +65.0 80.0 +65.0 -80.0 +65.0 , 60 0 45' Custom Size 16.131 - 18.593 .80.0 +65.0 -80.0 +650 A0 0 +65.0 -800 +850 -80.0 +650 -80.0 +650 -00.0 +55.0 -00.0 Custom Size 15. 131 - 16 130 -80.0 -65.0 -80.0 -65.0 -900 +65.0 .800 +650 .80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 Custom Ste 14.131 - 1& 130 -80.0 +650 1 -00 0 +66 0 .800 +65.0 -80.0 +66.0 -80.0 +65.0 -80.0 +650 -80.0 +65.0 -00 0 Shortal 12464-14130 +65.0 .80.0 -65.0 -80.0 +86.0 -80.0 -65.0 -800 +660 .80.0 +65.0 -80.0 -65.0 -80.0 +65.0 -800 EW"te 24.964 +65.0 .80.0 +650 -80D +850 .80.0 -65.0 -60.0 +fi60 4X1.0 -05.0 -800 +6SO -800 +65.01 .800 Cistern Size 22.131- 24.963 +85 0 -00.0 +65.0 410.0 +86.0 -80.0 +65.0 410.0 H16.0 -00.0 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 Standard Prgaew 20 194 - 22130 +65.0 -80.0 +65.0 -60.0 +650 .80.0 -650 AO 0 +660 4)0.0 +65.0 -90.0 +65.0 -00.0 +65.0 -800 49' Custom Size 18.131 - 20.19J +65.0 -00.0 +85 0 -00.0 +85.0 -80.0 +85.0 4X10 *660 -00.0 +fi5.0 -60.0 +650 -W 0 +65.0 f10.0 Custom Ste 16.131 - 18.130 +65.0 -80.0 +65.0 -00.0 +65.0 -00.0 +55.0 -BD.O +86 0 -80.0 +65.0 -00.0 +65.0 -80.0 -65.0 AO 0 Cuslan Sue 14,131 - 16.130 -65.0 -W.0 +65.0 I -0 +85.0 1 4300 +65.0 -80.0 +66.0 1 -Sao -65.0 1 -80.0 +650 -80.0 -65.0 -77.6 wrt Sh 12,464-14.130 -65.0 -00.0 -650 -80.0+650 -80.0 +65.0 M,O +65.01 -80.0 -65.0 -80.0 -65.0 -80.D -6501 .75.1 Eatal44e 25.777 -650 -wo +65.01 -80.0 +650 -80o +650 A00 +66.0 r .80.0 +650 -80.0 -65.0 -00.0 +65.0 4M0 e Cratom Size 24.131 - 25.776 -65.0 -00.0 -65.01 -80.0 +66.0 -00.0 .65.0 -800 +6601 -0QO +650 -80.0 -65.0 -80.D +65.0 -800 9 SlanOard Pnrrew 20.844 - 24 130 +650 -00.0 +65.0 1 -80.0 +65.0 20.0 +65.0 -80.0 +650 1 -800 +65.0 -80.0 +65 0 .80.0 +65.0 -BO 0 F 56ye- Gstan Ste Cwtom Slze 20 131 - 20.843 18.131 - 20.130 +65.0 +65.0 -80.0 +65.0 _W 0 +66 0 -800 +65.0 4D.0 +86 0 410.0 +650 -80.0 +65.0 -800 +65.0 480.0 4WD 0 +65.0 -80 0 1 -65.0 -900 +6&0 AO 0 -650 .800 +65.0 1 -WO +650 -W 0 -65. D -80.0 Custom Size 16.131-1813D +65.0 4100 -65.0 -0O.D -660 -00.0 -65.0 -900 +850 -800 +65.0 --80.0 -65.0 -80.0 +65.D -776 Csto n Size 14.131 - 16.130 -650 -80.0 +650 -800 +85 0 1 +65.0 -00.0 -86 0 -80A +65 0 -MO +650 -00.0 +65.0 -75.1 Shatat 12.464 - 14.130 +65.0 -80.0 -650 -80.0 +65 0 1 o 0 +65.0 -00.0 +66.0 -80.0 +650 -00.0 +65.0 -00 D -65.0 -73 9 Ega181e 31.964 +65.0 60.0 +65.0 -00.0 1 +65.0 1 -00.0 +65.0 -00.0 +65.0 -000 +65.0 -60 II +BS.D -00.0 +65.+00.0 Gatam Slze 28.131 - 31,963 +65.0 -50.0 +65.0 -SD,O -65.0 1 .80.0 +85.0 410.0 +65.0 -80.0 +850 1 -00.0 +65.0 410.0 Stwdwd Proaew 25.79428.130 +650 .80.0 +65.0 -8D.0 +65.D 4WD,0 +66.0 -80.0 +65.0 -00.0 +55.0 -80.0 +66.0 -BO.D +65.111l-73.9 Cimam Size 24. 131 - 25.793 +65.0 4i0.0 +65.0 -80 0 -65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +55 D -80.0 -65-0 -00.0 -65. D -72 7 Sr Custom Size 22.131 - 24 130 +650 -00 0 +65.0 .800 +65. D -00.0 +65.0 -80.0 +65.0 .80.0 +65.0 -00 0 +65.0 .78.8 +65.0 1 -70.5 Oustam Size 20. 131-22,130 +650 -800 +650 -80.0 +65.D -80.0 +65-0 -00.0 -650 -000 -65.D -80.0 +65.0 -77.7 +65.Dj M4 Oxii Size 18A31-20.130 +65.0 -90.0 +65.0 -800 +650 -5D0 +65.0 -W,o +650 -90.0 +65.0 -800 +66.0 -75.4 -65.01 .955 Chian Ste 16.131 - 18.130 +650 -80 0 +650 -80.0 +65.0 .80.0 +65.0 AO 0 +65.0 .80.0 650 -77 1 +650 -73.6 +64.7 1 -64.7 Shotat 13.194•-16130 -650 -80.0 +65.0 .800 -65.0 -00.D +65.0 -00.0 -65.0 -75.9 455.D -71.8 +65.0 -68.2 +6231 62.3 EquaHne 36.464 +65.0 -80.0 +550 -800 +65.0 -800 +65.0 .800 +65.0 .800 +65.0 -80-0 1 +(IEO -80.0 Custom Ste 36.131. 38,463 +65.0 40.0 -060 -000 +65.0 -BD.O +65.0 .0 +86,D -80.0 +65.0 -80.0 +65.0 -79.8 Cotton Size 3C 131 - 36,130 +65.0 4W 0 +65.0 -800 +65.0 4nO +65.0 430.0 +55 0 .80.0 +650 -800 +650 -77.9 +65.0 69 4 76" SW dad Prgdew 30.931- 34.130 +65.0 -80.0 +65.0 '800 +s5 0 -000 +65.0 .800 1 .550 -80.0 +65.0 .80.0 -65.0 .75.4 +65.0 66.5 Cmtom Size 30.131.30.993 -65.0 -00.0 +650 -00.0 +65.0 -000 -00.0 +65.0 +65.0 -00.0 -BU.D +850 +� 0 -00.0 -78.1 -65C -78.9 +650 -74.6 +65.D 656 Custom Size 28.131 30.130 +650 4X) 0 +65.0 -80.0 +65.0 +85 0 -75 3 +65.0 -71.9 Shatest 26, 194• - 28 130 +65.0 -00.0 +65.0 -80.0 +65.0 .80.0 +65.0+65.0 .75.9 +65 C ' -71.8 +65 0 6112 Egial4ne 42464 +650 4X10 +650 -800 +65.0 -000 +6&0 -800 +550 -00.0 +650 -80.0 +65.0 -77.9 N��2 B4" Custom Size 38.131 - 42.483 +66.0 -00.0 +65.0 60 0 +650-000+fi50 -80.0 +550 -00.0 +65.0 -78.9 +fi5.0 -746 34194•-38.130 +650 -800 +650 -800 +65.0 -00.0 +65.0 -80.0 -65.0 -75.9 -660 -718 +65.0 -682 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 &16" NOW GLASS STACK 1B" AN GLASS . pprowd it, mspl-ainy wsY t! .090" PVB F1o444 „Myra C 30 1 B" AN GLASS pats 1•rwl D t4adaa getnl e ` 26 l 12' NOM. r GLASS BITE EXTERIOR a 75 34 - GLASS TYPE 1 u 00 Y W � O a 0 1W16' NOW N 0 O Q 'll GLASS STACK 0g, Jp O .090" PVB J O - - a w W C,AIRSPACE 1B'AN GLASS 1B"AN GLASS Z = U c OUJI oa O v - -� r 31 W < O ci it > 5®OR 5B Z c4 Z EXTERIOR C.1 (7 a o 5@OR5B ® m u J C7 GLASS TYPE 2 In 6 O Z J m t` U J d 1n Q O •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. • • • • • • 7777;;�ONAt 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • �'N E4 • 711 I I 11111 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • • • • TV TE ED • • • A. LYNN MILLER, P.E. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. • • 99S= HW STRENGTHrai I a 58705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3 D- Deannpuar- for Gnat Range Sash Height Ran➢e (in) Design Pressure (lbstfO) for Glass Type 3 TP I. Tip Wdth 18' 25" 3r 37' 4f 45' 49' 511h8' 24- EWel4de IZ464 -65.0 80.0 +65.0 80.0 +65.0 1 800 +65.1) 1 800 +65.0 1 8D.O -65.0 1 80O +65.0 -90.0 +65.O 800 Equal4its 15.964 +65.0 -80.0 -65.01 -80.0 +65.0 80.0 +650 1 -MO +65.0 -80.0 +65.13 1 80.0 +650 80.0 •65.0 800 31' Standard Pro4ew 12.994-15.963 +65.0 'aao +65.0 80.0 -65.0 80.0 +65.0 -sau +850 80.0 +6SO -80.0 +65.3 -M0 +6a.0 800 Sternest 12.464 - 12.993 +65.0 -80.0 +65.0 80.0 -65.0 80.0 +85.0 80 0 +86.0 8p.0 •6&D -MO -65 0 -80.0 +65.0 m 0 Equal-Ilte 19,652 -65 0 80 0 +65.0 80.0 +65.0 80.0 +65.O -W 0 +66.0 80.0 •65.0 80.0 +65 0 -80.0 +65.0 80 0 Milled Prowew 15.944-19651 +65.0 80.0 +65.0 80.0 +65.0 80.D +650 80.0 +650 80.0 +65.D 80.0 +85.0 -90.0 +65.0 -90.0 38-YB' Cutan Sae 15. 131 - 15.943 +650 80.0 +65+0 80.0 +65.0 80 0 +65.0 80 0 +655.0 -80.0 +65.0 80.0 -65 0 80.0 +65.0 -90 0 Oatan Sze 76. 131 - 15.130 +650 -80.0 +650 80.0 +65 0 80.0 +65.0 80.0 +65.0 80.0 +6&D -80.0 +65 0 80 0 +65.0 80 0 Sternest 12.464 - 14, 130 +650 80.0 +65.0 80.D +65 0 80.0 +65+0 80.0 +65.0 80.0 -65 0 -WO +85.p 80 D +65.0 .801. EW4144e 22964 +650 -80.0 +6&0 80.0 +65.0 -80.0 -MO 80.0 +650 -WO[D:0, 80.0 +65.3 800 +65.0 800 Cutan Sae 20 731 - 22.983 +650 80.0 •65.3 80.0 +65.0 80 0 +650 80.0 +860 80.03 80.0 +65.0 80.0 «65.0 80 0 Sbrdrd Prodew 18.504 - 20130 -65 0 80.0 +WO 80.0 +55.0 80.0 +%0 80.0 +66.0 80.0D 80.0 +65 0 8D.0 +65.p 80 0 4Y G tam Sze 16. 131 - 16 593 +85.0 8D.0 +85.0 80.0 +65, 0 80.0 +65.D 80.0 +6&0 80 0D -MO +85.0 -90.0 +65.0 80.0 Gatam Size 15. 131-16.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80 0 +65.0 80.00 80.0 +85.0 -80.0 +65.O 80.0 Clatam Sae 14.131 - 15. 130 +65.0 -WO -B&O 80.D -6&0 80.0 +85 0 80.0 +g50 80.0D 80.0 •65.0 -90 D +65.0 80.0 Sternest 12.461- 14.130 +65.0 80.0 *65.0 80.0 +65.0 80 0 +65 0 80 0 +65.0 80.0l) 800 -65 0 -W 0 +65 0 80.0 EquaN4e 24.964 +65 0 -50.0 .650 80.0 -65.0 80.0 -65.0 8p0 «650 83 0 80 0 +85 D 80 0 •65 0 80.0 C.•ian Sae 22.131 - 26 963 +55 0 80.0 +65.0 80.0 +650 80 0 +85 0 80 0 +� 0 8J.03 80.0 +65 0 80 0 +05.0 -00 D Slaridard PrWew 10.194.22.130 +65 0 80.0 +65.0 80.0 +650 80 0 «86i>�80.0 +650 80.0 80.049' Caton Sze 18.131 - 20 193 +660 M.0 +65.0 80.D +650 -80.0 +65.0 80 0 +65 0 80 00 80.0 +g5 D MO -65.0 :F0Custom Sze 18.131-18,130 -650 -MO +65.0) 80.D +650 800 +650 80.D +%0 80.00 80.0 +55.0 800 +650 -000 CutanSaetd131-16130 +650 80.0 +6501,-650 80.0 +65.p 80.0 +66.0 80.0 80.0 •fly 0 -W 0 +65.0 80 0 Sterns[ 12.464 . 14 130 +65 D 80.0 +65.0 80 0 -65.0 -60.0 +650 80,0 +65.0 80.0 +65 0 80-0 +65 0 -80 0 +65.0 80 0 Equal-l4e 25.T77 +65.0 -80.0 +E50 80.0 +65.0 800 +65D 800 -65.0 80.0 +55.0 80-0 +65D -WO +65+0 -80.0 _ Gston Size 26.131 - 25.778 .65.0 80.0 +_ 0 80.0 +65.0 80 0 +65.0 80.0 «66.0 811.0 +65.0 80.0 +65 0 80.0 .65.0 8D 0 Standard Prd4ew 20.844 - 24.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +650 80 0 +65.0 80.0 +B5.0 80.0 +65.0 -90.0 +65.0 80.0 H,8, (]atom Sixe M 131 - 20. 843 +65.0 -80.0 +65.0 - 80.0 -65.0 80.0 +86 0 80.0 +66.0 80.0 +86.0 M0 O -65 0 -W 0 +65.0 80.0 Custwn Size 13.131-W130r+65 -80.0 +650 80.0 +65.0 80.D +65.0 80.0 +6&0 80.0 +56.0 80.0 +650 -90.0 +65.0 80.0 Oatom Size 16.131-18.130 -80.0 +mo .80.0 +65.0 80.0 +85 0 80.0 +65 0 80.0 -M o 80.0 -65.0 80.0 +65.0 -80 0 Gaston Size 14.131 - 16 130 800 +650 80A +65.0 80.0 +65.0 80.0 +650 80.0 +65.0 80 0 +65 0 800 +650 800 Sternest 12.464-14.130 -80.0 +MO 800 -550 800 +6&0 800 +650 -MO +65.0 800 +65.0 800 +650 800 EWr-xte 31964 800 +650 800 1800 +65.0. 800 +650 800 +850 80.0 •650 80.0 •65.0 +850 -SD.0 80.0 +65.0 +850Sfendrd 800 Cuetam Sae 28.131-31.953 -800 +65C +650i 80.D +86.0 80.0 +85.0 80.0 •65.0 80.0 Pr 25.794- 25 130 800 -650 800 +65.0 80.0 +65.0 800 +85.0 80.0 +650 -80.0 +65 D 80 0 +650 -80.D Custom Size 24.131 - 25.793 400 +650 80 0 +65.0 80 0 +55.0 -60 0 .85 0 80.0 *65.0 80.0 +85.D 80 0 +65 0 -80 D 63" Oman Sze 22.131 .24 130 +65 0 -90.0 -65.0 80 0 800 +65.0 W.0 +66.0 ' -eO 0 +65 0 80.0 +65.0 -W 0 +65 0 80 0 +55.0 80.0 Custom Sae 20.131-2213D +650 80.0 +65.0 +MO 80D +860 80.0 +650 80.0 •66o 80.0 •s5.D 8D.0 +65.o -780 Oman Sae 18.131-2013D +650 -900 +650 8p.0 +65.0 80.0 +BSA 10.0 H55.0 80.0 +65.0 80.0 +650 80.0 +650 -758 Oatan Sae 16. 131 - 18 130 +650 80.0 +65.0 80.0 +6&0 -W 0 +55 0 . 80.0 +fly 0 80.0 .65.0 80 0 +8&0 80.0 +65.0 -73 8 Shortest 13 194' - 16. 130 +65.0 80 0 +65.0 80.0 +65-0 -1 +65.0 80.0 +65.0 80.0 +85 0 80.0 +650 -77 7 +650 .71.0 EWawte 3fl464 -65.0 -80.0 +660 80.0 +650 1 80.0 +6501 -WO +850 -80.0 +%() -80.0 +650 1 80.0 +55+0 -WD Custan Size 36.131 - 38.463 +650 -a0.0 +M O 80.0 465. D 80.0 +650 ' 80.0 +65.0 .80.0 +65.0 80.0 +65.0 1 80.0 +65.0 80 0 Custom Size 34.131 - 36. 130 +650 80.0 +65.0 80.0 +65.O -MO +65.0 1 80 0 +65.0 -80.0 +65.0 80.0 +650 -80.0 +65.0 -79A 76" Stadod Prwew 30.994-34130 +650 800 +65.0 80.0 +65.0 80,0 +65.0 1 80.0 -65.0 -MO +65.0 800 +65.0 80.0 +65.0 -758 Cutom Sze 3D.131 -30993 +660 800 +650 80.0 +65.0 80-0 +65+01 -WO +65.0 -000 +65.3 AD +650 80-0 +65.D -74.8 Chian Sae 28.131-30.13D -860 -MO +65.0 -11.0 +65.0 80.0 +650 80.0 +85.0 80.0 +650 800 +65.0 -MO +65.0 -727 shtrteet 26. 19e - 28.130 +85 0 80.0 +65.0 8D.0 -66.0 80.0 +65.0 -MO +65.0 80.0 +85.0 800 +65 0 -77.7 +65.0 -71.6 EWaHde 42.464 +65.0 80.0 .660 -80.0 +65.0 1 80.0 -65+0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 -65.0 .791 Bd' Cu[am Sae 38.131 - 42.463 .65.0 80.0 +65.0 -80.0 +85.0 80.0 +650 1.0 11 10 +65.0 80.0 +65.0 80.0 +65.0 -76 8 Staudnrd Praiew 3C 194' - 38.130 +65.0 80.0 +65 0 -80.0 +M 0 80.0 -65.0 -90.0 +65.0 -WO +6SO 80.0 +68 0 -T73 +65.0 .71.0 • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT- 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT-49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. GLASS I GLASS STACK A90' PVB AIRSPACE 118" TP GLASS 118" AN GLASS 31 75 R 5B 12NOMTEIO E®XTEOR GLASS B a&R GLASS TYPE 3 •• ••• • • • • • •• • •• • • • • ••• • •• or ••• or ••• 4 • • • • • • •AN= ANItALE% • • • • •• • Ti- TEKWED • • • • sjiS= HEST STRENGTHENED • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LU z Y = w o ❑ rco � O �_ 0 c () cmZ w a: O r� V V) - J O a y W C ZLLc� mi r r UU 3 e� 4 W LU .�-. iU Q 91 o> v �Z °a Z u c = n ® m J a C7 Z 7 In ai W O z J Z C � in cc l ? F r J LL 0 Q ❑ GNV LYN/v ` * � No.58705 ' p^ ST OF0 A�` ONAL E W` '711111111W1` a A. LYNN MILLER, RE P.E.II 58705 TABLE 4 Design Pressure (lbsi for Glass Types 4-7 Bottom Sesh �10A for Cunt Rmp Sesh He j4 Range (ml Tip To Tip W � 53-1/8- IV Eq-144e 1246! +85.0' -0O.D Egla14de 15984 +65.01 -0OD 31- Stadmd P1o4ew 12 994 • 15.963 +65 0 -80 0 Stndest 12484-12.9W +650 -W.0 Egaal-Ike 19,652 +650 -0110 St•ttlad Pn- 15.9U - 19.851 +65.0 -000 W3/8' Ctafrsn She 15 131 - 15,943 +65.0 -00.0 (antan She 14.131 - 15.130 +65 0 -80.0 Sh,,Wt 12 464 -14 130 +65.0 -80 D EQUWAe 22984 +65.0 -0oD Qa Sae 20.131-22983 +65.2 -00.0 Stardod Pia 16.5W - 20. 130 +65.0 -80.0 45' C-tan She 1&131.18.593 -63.0 1 -900 Cinbm She 15A31-18.130 +65.0 -90.0 C.J.rn Size 14,131 - 15 130 +51k0 -00 0 Stetted 1246.4-14.130 +65.0 -IODO Eg itHite 24 964 +65.0 -80 0 Gaston Sha Statlerd Pm4ew 72.131 - 24863 20.1W -22130 +6&O -00.0 +9&O I -00.0 4V Custom She 16.131 113 +11 D -110.0 QBtpril She 18 131 .18.130 +65.0 -80.0 C.tom She 14.131-IBAW +MO -800 Srcdest 12.464 • 14. 130 +65.0 -80 0 y Equ*Ke 25.T77 +65A -800 Z Cigtom See Startl P,7 24.131 - 25. T75 20.944-24. 130 +6&O 1 -00 0 +55.0 -00.0 503/B' C11stm Size 21.131 - 20.643 +as 0 410.0 Canton She 18.131 - 20130 +B6 0 . OjUm She 16. 131-18. 130 +a50 -000 C.M.. Size U.131 -1& 130 +85.0 -0D.0 Shortest 12484.14. 130 +05.0 .80.0 Eq-W. 31954 +65.0 -00.0 Clstan She 28. 131 - 31.953 +ds_0 StatdaRl P-- 25,784 - 28.130 +a6 63' Custom She Gaston Size 14131-25.793 22131724+130 +05.01 +05.0 -000 1 -00.0 Q6IM She 2D 131 - 22130 +OS 0 -80.0 Qsbm She 18. 131.20. 130 +650 CustDM Size 16 131 - 18.130 -660 -80.0 Slum! 13AN'-16.130 -65.0 -00.0 Eq s to 38,464 +85.0 -80 D Cmtom sae 36 131 - 38, 463 +65.0 -90.0 Custom Size 34.131 - 36 130 +65.0 -80.0 7S Slatdd Pmaew 30.994J34.130+650 -00.0 Gston She 30 131M993 +85.0 -00.0 0-= Size 28 131.130 +65 0 �.0 Snpdest 2a. 194--28.130 +65.0 -SOO Egai-ne 12464 -00.0 84' CustOm Size 36A1 l 42463 -IN +65.0 -000 S. P. 34.194' - 38.130 +65.0 -00.0 L� 5/16' NOM. f ` GLASS STACK 09T PVB 11B' HS GLASS C H$ GLASS 30 tl 26 _ 12' NOW EXT GLASS BITE 14 J4 GLASS TYPE 4 7116' NOM. GLASS STACK .0B0' PVB 3/11 AN GLASS 30 3/18-AN GLASS Z7 11 12'NOM. EXTERIOR GLASS Br a TE 74 74 GLASS TYPE 5 L_ GLASS STACK 90' PVB AIRSPACE 3/16' AN G 118' AN GLASS 31 74 ®OR 12' NOM. EXTERIOR GLASS BRE 7o-73 d5p10B 6 GLASS TYPE 6 NOM. GLASS STACK GLASS AIRSPACE PVB 3/18- TP GLASS 1/8•' AN GLASS 31 / 12- NOM. EXTERKX7 GLASS BITE 7673 1�pR GLASS TYPE 7 TABLES. Des' n Pressure for Glass Typss 8-15 Bolton Sash Desaip0a0 a for Cft Ra/ 7e Sesh IMIgN Rm De (in) Tip To Mp 'V'" 53-1/8' 24- EW.14,te 12.464 «80.0 -t 100 31' EquaNite Slandd Pmvez7 shm"1 15.964 12.994 - 15.963 12.494 - 12.993 +800 +80.0 -80 0 -110.0 -110.0 1 -110 0 EgmHBe Staltlad Pr io- 19.652 15.944 - 19 851 +800 +90 0 .11D0 -110. D 3BJ18' Cusaml Sae 15.131 - 15.943 +60.0 -IIQD Cwlan She 14.131-15130 +80.0 -110.0 Shortest 12.46,1 - 14.130 +90.0 -110.0 E"H4e 22.964 aw o .1100 Cze nSize 21). 131 22.963 +800 -110.0 Staldad PR-, iS.594 - 20 130 +SD 0 .110.0 45" Custan Size 16.131 18,503 -80.0 -110.0 CWw Size 15.131.18. 130 +80.0 -11D0 Gaston Size 14 131 -15. 130 +80.0 .110.0 Shed-t 12. 464-14,130 +80.0 -11 D.o Equo14ite 24,964 +80.0 -110.0 C W rn Size 22.131 - 24 963 +80.0 -110.0 StmWel Pr 2D.194 - 22.130 +90.0 -11010 49, Gaston Size C"tan Size 15.131 - 20 193 19.131 - 18.130 +80.0 +90.0 -110 0 I .1100 Cm!l i Size 14,131 - 18. 130 «80.0 -11110 SrWeif 12A84-14.130 +80.0 -110.0 Equal4de 25.777 +50.0 j -110.0 Cu t m Size 24.131 25,776 +BU_0 I -110.0 $tendsN Pnr 20.844 - 24. 130 +90.0 -110.0 50-5f� Custom Size 20131-20.543 +80.0 .1lao in Custom Size ISA31 -20 13C +90.0 -110.0 Cuaton She 16.131 - 1&130 -90.0 -110.0 Custom Size 14.131-18.130 +80A -110.0 Shatmt 12.464 - 14. 130 +80.0 I l On Eq s j e 31.984 -80.0 -110.0 Cuslne Size 20.131 .31.%3 +90 D I -110 0 StAr10Yd Pro- Cu1u; size 25:794 - 28,130 +90.0 -110 0 24: 131 -25.n3 +a0.0 -110.0 6T Custan Sae 22.131.24. 130 +80.0 -11 D.0 Cuslan Size 20.131-22.130 +90.0 -110.0 Cestan Size 18.131-20.130 +80.0 -1100 C tM i Size 16,131 - 18.130 +80.0 -110.0 Slndeet 13.104'-10. 130 +80-0 A10.0 Egg"ite 38. 464 +80.0 -110.0 Cuu . She 3a.131 - 3&463 +80 0 -110.0 Cwt- She 34.131 - 39.130 +80.0 -110.0 76 Standiod Pmima 30,11%-MAW +800 .110.0 CmkK Size 30.f31 30.993 +90.0 -110.0 Custom Size 211131 - 30.130 +W 0 -110.0 ShWoOt 20.194'-28.130 +90.0 -110.0 EquaHAe 42.464 +BO.o -11 D.0 Ole Cuslan Size 38.131 - 42463 +80.0 -110.0 Standard Pm im 34.194' - 38. 130 +80.0 .110.0 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS. TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BLOCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS 15: TIP TO TIP HEIGHT- 49.BOB MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT- 48.W6 .090' SG 3116' AN GLASS 3118' Ap GLASS ze 11 12'NOM. E GLASS SITE 74 34 GLASS TYPE B GLASS STACK A90' SG AIRSPACE 1/8' AN GLA HS GLASS 31 74 OR'NOW EXTERQR GLASS BITE ITT- 70-73 �OR 5 GLASS TYPE 10 F� 1 M. LASS STACK 090' SG AIRSPACE 1/8' TP GLASS 1/8- HS GLASS Jt 74 � R 12' NOM. EI GLASS BITE @/-� OR 5 7073 �J GLASS TYPE 12 13JI6" NOM I� GLASS GLASS STACK 090- SG AIRSPACE 3/16' AN G Vr HS GLASS 31KGLASS �R EXTERURI. E �S OR GLASS TYPE 14 .D90' SG 3/18' HS GLASS LH13/16' H� GLASS 26 _ 12'NOM. Ex R GLASS BITE a 7i 34 GLASS TYPE 9 NOM . GLASS STACK GLASS Ae 1/8' AN GLASS . *.. EXTERITE a BIOS' NOM. GLASS STACK 090' SG AIRSPACE 1/B' TP GLASS 3/16' AN GLASS 31 74 5 12'NOW E GLASS BITE Ian 8 d s GLASS TYPE 13 1,_ 13116' NOM I GLASS STACK OW' SG AIRSPACE 3116' TP GLASS 1/8' HS GLASS 31 7a 12' NOM. EXTERXM GLASS BITE a 7073 GLASS TYPE 15 • • • • • • • • • • • • • • • is • • 000 • • • • • • 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WNDOW SIZE: • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • •A41= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN • • • • • • • • "I TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. • • • • • • : HS= HEAT STRENGTHENED W a0 Y N O (A N O C) N i y O IY m O , p O J g n W Z O Z LL tO c g r _ UU o� n +''Bc vN olte F a J W j F Z O U Z Z LL O LOU i OLD Q O J Z DO n U Z) ~ On Q O sal; A14 No Wns 0 IA Fv •"6K 7j/111111111 A. LYNN MILLER, P.E. P E 0 58705 TART F 6' Anchor Quantifies Required for "Through -Frame" Installation using Glass Types 1.7 ©©© �U31UM©©NUUM©°o©©SS©©o©©©©©©©© • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BACK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.8W TAB Glas TypeTe YP Description (Listed from Exterior to Interior) 1 1/8"AN, .090" PVB, 1/&' AN 2 13/16" LIG' 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8"AN 3 13/16" LIG. 1/8" TP CAP, AIRSPACE. 1/8" AN, .090" PVB, 1/8" AN 4 1/8" HS..090" PVB, 1/8" HS 5 3/16" AN, 090" PVB, 3116" AN 6 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .09(r PVB, 1/8" AN 7 13116" LIG: 3116" TP CAP. AIRSPACE, 118" AN..090" PVB, 1/8" AN •••• ••• • • • • • •• 1) TIP TO TIP D ENSUNS6HOWy. O R/R FIRAN� EQUAL -LEG WINDOWS, SUBTRACT i" FRQM THIPTIP TO TIFbDI T N IR THE TALE TO DETERMINE THE WINOOWStW, ••: ••: ••• ••• 2) FOR SIZES NOT SHOWN, ROUND UP TO THE &T;VA" E SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE W HIC%T*L*RAlPIf8fOP WIN?Q%WI L COMPLETELY FIT WITHIN. • 4) WI VNTR TVE HE LOW Sq APTIOR ARE LIMITED TP A �IUM POSITIVE DESIGN PRESSUR OF +6; PSF NEC:TIDESIGN PRESSURES ARE�UJAFFECTED. • coLu Y a 3 Y " � 0 N O —fj zH 0 /n 0 Z C)J O ay W O ZLL0 4_ =w �� w o U Ill coo 9 4 eV LU Z Z 1D w CO LL 0 ® w Z: jZ j�.: U) < Q 0 OC Z_ 08 w U 2 M J0 Z Q U) CE -* No. 58705 = W i OF A. LYNN MILLER. P.E. P.E k 587DS WF7- 7 Anchor ouantrdes Required for "Through -Frame" Installation • using4C4*ss Types ©©o©©o©©o©©©©©©©©©©©©©©© ©©©©©©©©©©©© ©©© ©©© numunu ASS°a©©o©©o©©©©©©©©©©©©oo© • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS. TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS. BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED. RADIUS TOP WINDOWS IS. TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS BLOCK HEIGHT - 48.806 TARI F 714 Glass Type • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS. TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS. BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED. RADIUS TOP WINDOWS IS. TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS BLOCK HEIGHT - 48.806 TARI F 714 Glass Type Description (Listed from Exterior to Interior) 8 3116' AN, .D90" SG, 3116" AN 9 3116" HS, 090" SG, 3116" HS 10 13116" L1G: 118" AN CAP, AIRSPACE, 1/8" HS, .D90" SG, 118" HS 11 13118" LIG: 118" AN CAP, AIRSPACE, 3/16" AN, D90" SG, 3116" AN 12 13/16' LTG: 118" TP CAP, AIRSPACE, 1/8" HS, .D90' SG, 118" HS 13 13116' LTG: 1/8" TP CAP, AIRSPACE, 3116" AN, .090" SG, 3116" AN 14 13/16' LTG: 3116" AN CAP, AIRSPACE. 118" HS, D90" SG, 1/8" HS 15 13116" LIG: 3/16" TP CAP, AIRSPACE, 118" HS, .090' SG, 118" HS 1) TIP TO•lP DIMBllil01,16 SHOWI► FOR IN:W:kL FTNSWND EQUAL -LEG WINDOWS, SUBTRACT."FROM41HEfIP b TV DWEN•IOWN THE 1•,BLE TO DETERMINE THE WINDC�NISVE. • • • • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3W�IICF1iHEF61U5 70P1 OFtA1�ILL COMP�1��I Yi N� IN THE TABLE ABOVE 4)*MN80WS WITH -WE I W* SILL OJTION &RE LIMITED TOA MAXIMUM POSITIVE DESIGN PIW S,WRE Oj %65 PSF. yEG�bTIVE W&IGN PRF�SU6ES AfIF+INAFFECTED. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W co Y to > 16 O W O 1n � U) C p J ay Z pp J O Z LL fD m 9 W '� O r = W �i ¢ U U o o f ri V WW� ` a ;C o, �Z� o U Z _ W [D Ly H O Co ® W a _7 z 77 Fn Q Q 0 0 CY C7 Q z C o Z U U 2 Q Q (n N N LYM � oCENgF'-_/ * : No.58705 �o g�� �NA� A L1T41 F+III.tM PE \ PE . E.# 58705 INSTALLATION OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH f- 1 FRAME INT02X WOOD --- FRAME OR BUCKSTRIP. _.}-- SEE NOTE 2, THIS SHEET. I Z7 L _ �30 FIXED VISIBLE LIGHT HEIGHT 1 14 TIP 43 TO TIP B� HEIGHT SASH VISIBLE LIGHT HEIGHT EXTERIOR a 5S, 42 EP E AT— EACH ND� NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS _T____r_____r__, EMBED- ) `I T 1 MENT I _-] EDGE DISTANCE 1 SEE TABLE NOTE TFOR 18 HEAD TYPE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. TYP ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. Ex 13 USE EITHER 1 �— SWEEP LATCH 0 MIDSPAN OR 2 z— BOTTOM LOCKS 5 OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. 1/4' MAX. -SHIM VERTICAL SECTION B-B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. F BEDMENT 1/4"MAX SHIM .t a 19 - L FIXED VISIBLE I I LIGHT WIDTH I INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM �-I �►-- SASH VISIBLE LIGHT WIDTH 31 �-�{iOR 5B TIP TO TIP WIDTH - EXTERIOR HORIZONTAL SECTION A -A 15 1/4" MAX. SHIM DADS APPROVED MULLION, COMPLIANT ALUMINUM/STEELL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL Anchor Substrate Kn. Edge Distance Min. Embedmen P.T. Southern Pine (SG=0.55) 9116" 1-3/8" #12 Steel, 18-B Aluminum, 6063-T5 rrn. 3/8" 0.063" or 410 SS Screw A36 Steel 318" 0.063" Steel Stud, Gr. 33 min. 318" 0.045" 18 Ga Concrete (min. 3.35 ksi) 1" 1-3K' 114" 410 SS CreteFlex UngroutBd CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine SG--0.55) 1" 1-318" Concrete (Irin. 2.85 ksi) 1" 1-3/8" 1/4' Steel bacon Ungrouled CMU, (ASTM C-90) 2-112" 1-114" P.T. Southern Pine SG-0.55 1" 1-318" EMBEDMENT EDGE DISTANCE 1 TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8 VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH Q SASH 8 FIXED LITE: TIP TO TIP WIDTH - 5.12" HEIGHT (EQUAL-U TE) TIP TO TIP HEIGHT/2 - 3.73" HEIGHT (PROVIEW) @FIXED LITE. TIP TO TIP HEIGHT2 + 3.78' @SASH: TIP TO TIP HEIGHT/2 - 11.93- HEIGHT (CUSTOM SASH) @FIXED LITER TIP TO TIP HEIGHT - SASH HEIGHT - 3.55" @SASH: SASH HEIGHT-4.60" NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. MA NR AN ORS {MAY E USEOD AS PER TABLE LL BBBBBBLLLLLLjjj���C N 1••-"?.CO' 'h-TICK ARE TO BE • • • C SI IN ALI�ITI S.2X WOOD BUCKS ARE OPTIONAL • NIT4S I TAJLEQ4DfFWJTLY TI6 SUBSTRATE. WOOD BUCKS • DFpICT€DV 2Y#ARF♦1-1Q" TSICKOR(•REATER. IX AND 2X BUCKS • • "EN U") SH4L BE @ESIONE@ TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • • : • 3) VISIifLC&GH-"&FH OR 1-118 l't (A REFERRED TO AS B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANMEXT1AT HEAD TYPE IS • • • DAYLIGHJAPENIN14h) IS MEASURES FR BEADING TO BEADING ALLOWABLE FOR ANCHORS IN THE HEAD. • • • • • • • • • C) "UNGROUTED CMU- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONG. • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W w L7 N igi K a� Z O Z QO J O n W O = W rc 0 U U oLU 79 o.i7 n H o < o Lu Q > < Z Z (� Z LL � = O $ ® W Z O ' U) LL X 0 z W C) O Z n U J Q x co Q` LL \W1�Illillrrr/ ?Cl�NYc "rIV s�F W, P ( i No. 58705 '.�0�'. A OF (V�� •'•FWR10I`. ' GN ' /S!ONAL A LYNN MILLER, P.E. P.E # 58705 INSTALLATION OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH r - r FRAME INTO 2X WOOD - __ FRAME OR BUCKSTRIP. ���71 SEE NOTE 2, THIS SHEET. �i _�� � I= EMBED- - ENT EDGE L DISTANCE 1/4" MAX SHIM - 27 J___J SEE TABLE 3 NOTE S, FOR 30 1B HEAD TYPE TYP. ANCHOR TYPE, FIXED EMBEDMENTAND VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE, SEE HEIGHT TABLE 8. 32 45 TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 14 - SEE TABLE 8. 48 43 BUCK 13 � HEIGHT 63 USE EITHER 1 SWEEP LATCH MIDSPAN OR 2 BOTTOM LOCKS SASH VISIBLE �— LIGHT HEIGHT ,\ i EXTERIOR a C OPTIONAL HI -RISE SILL SHOWN. SEE 1"WEEP 42 SHEET10FOR NOTCH AT STANDARD SILL, EACH END 114"SHI MAX. SHIM NO ANCHORS ' REQUIRED IN FLANGE OR •' EQUAL -LEG a ' FRAME SILLS ' VERTICAL SECTION B-B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. EMBEDMENT Imo- 1/4" MAX SHIM 19 FIXED VISIBLE II LIGHT WIDTH 1 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU SEE NOTE 2, THIS SHEET. 1/4"MAXSHIM �-I SASH VISIBLE VISIBLE 17 LIGHT WIDTH I. BUCK WIDTH EXTERIOR HORIZONTAL SECTION A -A IG �{ ��/4" MAX. SHIM \_DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMSTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR I HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. I INSTALLATION j EQUAL OPTION 4 LE011OX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN Anchor Substrate Min, Edge Dis ce Min. Embedment P.T. Southern Pine (SG=0.55) 9116" 1-3/8" #12 Steel, 18-8 410 Alur inum, 6063-T5 rrin. 3/8" 0.063" or SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 Mn. 3/8" 0.045' 18 Ga " Concrete (min. 3.35 ksi) 1" 1-314" 1/4 410 SS C410eX Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine SG--0.55) 1" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-318" 114" Steel Ulracon Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 1-3/8" EMBEDMENT " �E DISTANCE I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE S. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH SASH 8 FIXED LITE: BUCK WIDTH - 4.12' HEIGHT (EQUAL-LITE) BUCK HEIGHT2 - 3.23" HEIGHT (PROVIE) @FIXED LITE: BUCK HEIGHT2+4.25" QSASH: BUCK HEIGHT/2 -11.43" HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" QSASH: SASH HEIGHT -4.60" NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. • • • J7 VASQNR4 ANCVRS VY WE USER LNTO WOOD AS PER TABLE 8. &LL WOL1p BLC-K4ES6 TFON 1612" THICK ARE TO BE CG)11SIDF&ra IWNSjAL*TI(Jr1S.(X WOOD BUCKS ARE OPTIONAL • If ON ITS IWTA6LEIbDIP**T•Y TO IIIUBSTRATE. WOOD BUCKS f DBIIC-WD A6 21NLRG1-112" TICK OR GREATER 1X AND 2X BUCKS • • I•WIEN U") SHPRL BE GESIGNERId PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. tttttt A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • • : • 3) VISI5LEIj3H�r�01 OR HEIGtq (ALSQ REFERRED TO AS B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEAD TYPE IS • • f DAYLIGHSO ENIV) IS MEASUVDFROP68EADINGTO BEADING. ALLOWABLE FOR ANCHORS IN THE HEAD. • • • • • • • • • C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATION. • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• L ? Y O "+a a w o ho o 0 00 c O (h pJ 0 a m 0 s W O Z- T o, n ti U U o o�LU J H Z o Z z ZO O ® v L U a L N -45 U X Q OLL :3 W a z U w Q ,}1�Ill rill// LYNN1'/. (��� V10ENgF'•, . , No. 58705 �0T ... S 7 OF (V Ss G . "il /ONAL A LYNN MILLER, P.E. P E 0 58705 z7 10 FIXED VISIBLE LIGHT HEIGHT 14 43 BUCK HEIGHT 83 SASH VISIBLE LIGHT HEIGHT L EXTERIOR 18 1. WEEP 42 NOTCH AT EACH END TYP ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE: SEE TABLE 9. (SCREW SHOWN) EDGE DISTANCE EMBEDMENT y + I Xr 1 EDGE I�'I'to I I I -� DISTANCE 1 �'1� I I 114" MAX SHIM - ---- -- _T 1A" MAX SHAM SASH VISIBLE LIGHT WIDTH L114-MAX( EMBEDMENT ' jl/�i v FIXEDVISIBLE LIGHT WIDTH / TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. 31 5 R 5® BUCK WIDTH HORIZONTAL SECTION C-C DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING 1/4" MAX. SHIM OR STEEL STUD MAY BE VERTICAL OR HORIZONTAL, SEE SUBSTRATE PROPERTIES, TABLE 9. 13 USE EITHER i SWEEP LATCH Q ORSTEEL SELF -DRILLING MIOSPAN OR 2 48 55 SEL BOTTOM LOCKS 1 SMS (GS). SEE TABLE 9. I INSTALLATION j OPTION 7 ANCHOREDTHROUGH all "') INTEGRAL FIN INTO METAL STANDARDSILL SHOWN SEE PREVIOUS SHEET FOR OPTIONAL HI -RISE SILL. TABLE 9: 114" MAX SHIM f _ _ EDGE EMBEDMENT VERTICAL SECTION D-D Anchor Substrate Min. Edge Distance Min. Embedment 2-172" x .113" Box Nail P.T Southern Pine (SG=0.55) 5/16" 2AM 2-112" x .131" Common Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 2-1/7 x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 2-112" x 145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 #10 Steel Trusshead Screw o #12 Steel, 18.8 or 410 SS Screw P.T Southern Pine (SG=0.55) 112" 1.375 0.125" Aluminum, 6063-T5 min. 5116' 0.125 0.050" A36 Steel 5/16" 0.05 0.045" (18 Ga) Steel Stud. Gr. 33 min. 5/16' 0.046 A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DISTANCE I !� 1 II I I I I,, \J1,,l 1 II; i EMBEDMENT I r.1 1 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. (NAIL SHOWN) VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HI -RISE SILL) WIDTH @ SASH 8 FIXED LITE: BUCK WIDTH - 4.12" HEIGHT (EQUAL-LITE) BUCK HEIGHT/2 - 3.23" HEIGHT WROVIEW) @FIXED LITE: BUCK HEIGHT2 - 4.28" @SASH BUCK HEIGHT2 - 11.43" HEIGHT (CUSTOM SASH) QFIXEO LITE: BUCK HEIGHT - SASH HEIGHT - 2,55" @SASH: SASH HEIGHT -4.6(r NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE • • • • •AN•HOOS LISWD OWABjE 9. FRI+OW •EM•EDI•EN•ANIbEDGE 015TAj)CE LIMITS. ANY •INSTPtWTION O•TIO• SHDWNMAY BE USED • • •ONI4NY%I0@O=EQMl11OW • • • • •2) VIS%& LIGOPr WIDTH OR HL'(1lfT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. ••• ••• ••• ••• ••• • • •• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • w > O "+y f5 0 o O O y, W0 rn Q O O'L O �F w O Z LL /OD o� _ CD 7e W Z00i a N O Lu R Z Z CD z 7 O rn ® LULU w X Z Z U) LL Q O it 2 LO U J LU Z S N QI osa0 s 1�T` 1 aONY LYNN1�/ �• No.58705 Ln �; ;�O WSTT 70NAL 1ENG A LYNN MILLER, P_E P.E.• 58705 2.848" 2-848" _ �- 062" 1.125" 2.648" 2.712' 1 062" 1.489" 98T tO FLANGE FRAME HEAD O INTEGRAL FIN FRAME HEAD O EQUAL LEG FRAME HEAD 2.798' 2.798• 2.798" -� � 1 � 2.841" PA 66" 2341.06r 062.062" O FLANGE FRAME SILL 1.300 170 2.1 ST 1.12Illl 1 II I�O EQUAL LEG FRAME SILL OINTEGRAL FIN FRAME SILL 2.273' -� 120' i 2.77 2.211" 062' 062" - 1.3D0' [--- 2560, 062' 2.724' OFLANGE FRAME .IAMB Z.798" J 508' 062" Jj FLANGE FRAME SILL 0 HI -RISE 2.273' �1 r 7 T U U 2.105,. .062" 0621 1.235" 1.3W' 1.300- �- to SASH TOP RAIL G FIXED MEETING RAIL Is SASH BOTTOM RAIL - O SASH BOTTOM RAIL 17 SASH SIDE RAIL .6I 1.522^ L . I .631' 1 .465' 617' 040' Imo--- I-�A96"If 1 ' 1102 I .8012" .8012" 813' �� -�-1 1.370" t"^ .070' .070' .045" �i1- la HEAD rs SASH STOP COVER ® IG BEAD Q IG SNAP BEAD O 5/16• LAMI BEAD zt 7116" LAMI BEAD 3.185- .Der 2.724' 1.125' Imo- OINTEGRAL FIN FRAME JAMB 2.798" P.133" 062' 1.125" 8 INTEGRAL FIN FRAME SILL - HI -RISE SILICONE STRUCTURAL POLYISOBUTYLENE 114' NOM. WITH DESICCANT / / EXT GLASS �-*/ -`INT. GLASS 70 KODISPACE4SGTPS 2.D60" ---i L== o6r 127211-1 1 O EQUAL LEG FRAME JAMB 2.798" f2 EQUAL LEG FRAME SILL HI -RISE HOT -MELT BUM STRUCTURAL 3116' NOM SILICONE FOAM WITH DESICCANT EXT. GLASS INT. GLASS 71 SUPER SPA ER' NXT Tw ALUMINUM • • • • • ��O4)TY • • E �I"NT FILL REINFORCEMENT • • • • 5116' NOM. • • • • ILICONE SEAL BUTYL 8 • • • STAIN SS L • DESICCANT '%i •A FOAM /' EXT. GLASS EX7. GLASS,+• 0 "lli-A ASS • • • • • • i.••�•IN • • 72 DURAT-AL.OSPAIR • •• 73 Xb EDSE'-SPACiR • • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U Lu O >� naN > w o � 3 O O� �W N a0 0- f O o = Luco U U o o v7. F W a aN x > H- Qco � 0 Z � U. O O ® m W J ry � jto 00 O 0 O w U Q W = !n �Illulrnl/! .� ��NY LYNNq�� •,, SAT OF • (V�` �s F.T.ORID-l' `S�ONAL EN ''l1/1111111111 A LVNN MILIJ=R, P.E. RE N 58705 TABLE 11 Item PGT Part# Description Material 1 642001 Head. Flange Alum. 6083 2 624017 Head, Integral Fin Alum. 6063-78 3 624028 Head, Equalaeg Alum. 6W3-TB 4 624004 ,Iamb, Flange Alum. 6063-16 4A Jamb, Flange (Used For ABemale Radius Top Head) Alum. 6061T52 5 1 624020 Jamb, Integral Fin Alum. 6063-T6 5A Jamb, Integral Fin (Used For Alternate Radius Top Head) Alum. 6063-T52 6 624031 Jamb, Equal -leg Alum. 6083-TB 6A Jamb, Equal -leg (Used For Alternate Radius Top Head) Alum. 6063-T52 7 624002 SM. Flange Alum. 6063-T5 8 624018 Sill, Integral Fin Alum. 8083-TB 9 624029 Sill, Equal -leg Alum. eW3-T6 10 624003 Sill, Hi -Rise, Flange Alum. W63-76 11 624019 Sill, Hi -Rise, Integral Fin Alum. W63-T6 12 624030 Sill, Hi -Rise, Equal -leg Alum. SW3:% 13 624006 Sash Tap Rail Alum. 6005A-T61 14 624005 Fixed Meeting Rail Alum. 6005A-T61 15 624012 Sash Bottom Rail - Hi -Rise Alum. 6083-T6 16 624068 Sash Bottom Rail Alum. 6063-TB 17 624007 Sash Side Rail Alum. 6063T6 18 624051 Head Anchor Cover Alum. 6053-T6 19 624015 Sash Stop Alum. 6W3-T6 25A 624009 IG Bead Alum. 6083T5 25B 624011 IG Snap Bead Alum. 6063-T5 26 624013 5/16" Lami Beading Alum. 6063-TB 27 624026 7/16" Lami Beading Alum. 6053-T6 30 6TP247 Glazing Bead, Bulb Vinyl for #624023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624D09 8 #624011 Vinyl 32 724046 Sweep Latch (@ Top Rail) Cast Zinc 33 624049 Bottom Latch (@ Sill) Alum. 6063-T6 34 Setting Block (118" X 112" X 4") Neoprene 35A IG Setting Block (1/8" X 314" X 47 Neoprene 35B 724014 IG Snap Setting Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene W. 724067 Head Gasket Polyethylene 41 724063 Meeting Rai Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270" x .187", Fin Seal (C MR) 44 67S16G Weatherstrip, .170" X.270", Fin Seal (� Sash Side Rail) 45 Weatherstrip, .170" X .187, Fin Seal (� Top Sash Rail) 46 %enies Balance with Cover 8 Trim Rigid Vinyl FT 781PSQX #8 X 1' PH SMS (Assembly) Stainless Steel 55 7834AA 98 X 3/4" Ph. PN SMS (Balance) Stainless Steel 63 - Alum. Screen with Fiberglass Mesh Varies 70 - Kommerling Kodispace 4SG TPS 71 - Quanex Super Spacer nXT See Sheet 10 for 72 - Quanex Duraseal Spacer Materials 73 Cardinal XL Edge Spacer 74 Dow 791. 899 or GE 7700 Backbedding Silicone HEAD INTERIOR ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). JAMB �Irll'W� 'Em"w, I SASH BOTTOM RAIL SASH SIDE RAIL •• ••• BL 10: RI P! • Sf � � C E • • • • • Afteri� • • • • w 188 Screw 410 Scree INTERIOR USED NOTES 41 E tolex® ' k • • 6�3-T5 giuminum 1`ksi • 1) ALL CORNERS TO USE GASKET ANO/OR SEALANT. • • • • A36 !heel 4B6 k. • • • • Gr. 33 S el St 33 k" 2) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. • • • • • • • • • is ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • w a Y O O �o o aivlr US G cq i M O —1 aH w o Z LL ID m i 'o c� _ Ul = LLi v ULI Lu co !E 7 4 S2 o> o v Z u) Z Z 0 J ;Z 0 ®q w � ii (0 :,av_ = Z W Z a � O o Z G o o It °d J O u) Q in a.+/ •a5 `\\\11111111/j , ( LYN/V �•<�ON tGEN4 No. 58705 * _ i � , ;013 �.. s A=tu S�ONAL �? nr 1n1111111\` A. LYNN MILLER, P E P E # 58705 MIAMI•DiADE MIAMI-DADE 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 (W86) 3j 5-2599 NOTICE OF ACCEPTANCE (NOA) vAww.niamidadagov%conomy ....:. .. .. PGT Industries, Inc. • ...... . .. ...... 1070 Technology Drive • • • • North Venice, FL 34275 ...... SCOPE: �•••.• i..•.• •.•.• This NOA is being issued under the applicable rules and regulations governing 4h%Use of sonstcuction .....' materials. The documentation submitted has been reviewed and accepted by Miami-)ade Coun1y DER - ...... Product Control Section to be used in Miami Dade County and other areas where g41o:m.i by the Authority . Having Jurisdiction (AHJ). • • • • • • 00*000 This NOA shall not be valid after the expiration date stated below. The Miami -Dad$ CWf;ty Product Control ; • • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) resetve. Me right • • to have this product or material tested for quality assurance purposes. If this product or mateASr fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series "HR7710A" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 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. 18-0627.01 Expiration Date: August 23, 2023 Y49/17)toApproval Date: August 23,2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • 1. Manufacturer's die drawings and sections. .... • . • • • • ; 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller ."tall (LM), sheets I. through 19 of 19, dated 06/30/18, prepared by manufacturers •Sign�d anj S.e id by • • Anthony Lynn Miller, P.E. "" so •; • • • ...... .. . .... . . . . . .. .. . B. TESTS . . 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : ' : . 2) Uniform Static Air Pressure Test, Loading per FBC, TAV162194 3) Water Resistance Test, per FBC, TAS 202-94 • • ; .000 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 an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 06/18/18 and updated on 07/25/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel er z, P.E. Product Contr E aminer NOA N 0627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray AjAV jta, Icy •j�ojo their o s s , ; "Trosifol® Ultraclear, Clear and Color PVB Glass InterlayAsle' dated 01/18/18, expiring on 07/08/19. • • • • • 000000 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray AMe'fca, Int. for their• •; • • "SentryGlas® (Clear and White) Glass Interlayers" dated *1:1M/17, R i I on' 0 * 0" 07/04/23. • . . . . ...... F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017),• dated Ju1X ;5!;018,: o o o' issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ''' • 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, RE G. OTHERS 1. None. E-2 Manuel Pee P.E. Product Control a finer NOA No. 1"- 627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR ANCHOR FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). QUANTIFIES , J 11` SEE TABLES TIES 23" _ I O.C.0 . I` 9" 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS O.C. --- B INSTALLATIONS ABOVE 30 IN THE HVHZ. THE OUTBOARD LITE (CAP) MUST BE 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. 7 A A 4) ALL WOOD BUCKS LESS THAN 1-t12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS 76' OVERALL ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY HEIGHT 69" 69" / TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY SASH FIXED OF THE ENGINEER, OR ARCHITECT OF RECORD, 75" VISIBLE VISIBLE (EOR) (AOR). BUCK LIGHT % LIGHT / 22-12" 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE HEIGHT O.C. ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST BE 34-3B' SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE SASH 34-3A FIXED DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE VISIBLE LIGHT LIGHT 1 6) 1/4- MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS 7) DESIGN PRESSURES: I B I I 9• A. NEGATNE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS SEE WEEPHOLE IIF�- �-+J' III (8-12' NOTES THIS SHEET 75' BUCK WIDTH MAX. PER ASTM E1300 76' OVERALL WIDTH BUCK) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E1300. TYP. FLANGE XO ELEVATION (OX SIN.) C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. MAX. DIMENSIONS ALLOWED SHOWN 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS FOR ANCHOR CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN QUANTITIES, USED IN THE DESIGN OF THIS PRODUCT THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES 15-18 12" EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR 22-12' O.C. _.,.{ MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION 112" O.C. O C. RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7891 8 18-7891.01. ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AFdPA NOS 8 ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Glas Type Mwrlpdo (LIsWd from FxtadorIn IMarlor) DP Table # Anchor Table S XO I OX XOX XO / OX XOX STD I HD STD STD HD TO 1 1/8' , 1/9"AN 2 7 12 - 15 2 1/8" HS, .090' PVB. 1/8" HS 3 8 12 16 3 3118" AR .09M PVB, 3116- AN 3 8 12 16 { 13/16' RIG: 1/8' AN QAP, AIRPACE. 118• AN..09P PVB. 1/6' AN 6 7 12 15 5 13/16' LIG 1/8" TP CAP, AIRSPACE, 1/8" AN..090' PVB, 1/8' AN 3 7 12 15 6 IY16" LIG: 3/18" AN CAP, AIRSPACE, 1/e" AN, 090' PVB, 118" AN 3 9 12 16 7 13/16" LIG 3118" TP CAP, AIRSPACE 1/8" AN, .090' PVB, 1/8' AN 3 - 9 12 - 18 8 31lW AN, .M' SG, 3/16" AN 5 6 10 13 14 17 9 3116" HS, .090" SG, 3116" HS 5 6 /1 13 14 18 10 13/16' LIG. 1/8' AN CAP, AIRSPACE, 3116" AN, .090' SG, 3M6' AN 5 6 10 13 14 17 11 13/16' LID: l/6' TP CAP, AIRSPACE, 311T AN..090' SG. 3M6" AN 5 6 10 13 14 17 12 lNl6" RIG' 1/8' AN CAP, AIRSPACE, 1/8- HS, .090' SG, 1/S' HS 5 6 11 13 14 18 13 13/16' RIG: 1/8' TP CAP, AIRSPACE, 1/8' HS..D90' SG, 1/8' HS SIG, 5 8 11 13 14 1S 14 13/16' RIG: 3/16" AN CAP , AIRSPACE. 1/8" HS, 118' HS 5 6 11 13 14 18 15 13/18" LK3. 3/16" TP CAP AIRSPACE, 1/8' HS, .090" SG, i/8' HS 5 8 11 13 14 18 SG= KURARAY SENTRYGLAS-- INTERLAYER BY KURARAY AMERCA, INC. PVB • KURARAY TROSIFOL• PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS HEAT -STRENGTHENED TP • TEMPERED C 56" 56' SASH / FIXED 63' OVERALL VISIBLE / VISIBLE HEIGHT LIGHT LIGHT % GHT 55-3/8' FIXED HE VISIBLE LIGHT VISIBLE LIGHT DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE. LARGE 8 SMALL MISSILE SEE TABLES 2-11 IMPACT RESISTANT USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-11. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 12-18, 4) INSTALL AS PER SHEET 15 FOR FLANGE INSTALLATION• SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR INTEGRAL FIN INSTALLATION. NOTE: DESIGN PRESSURE RATING DETERMINATION Wz Y IS THE SAME PROCESS FOR ALL FRAME TYPES J (FLANGE INTEGRAL FIN OR EQUAL LEG(BOX). - WEEPHOLE NOTES: u'i ~ o O .;�0 1) 1-5/8" X .300- WITH PLASTIC BAFFLE. 0 crN y 2 2) 1 WEEPHOLE LOCATED AT 4- FROM EACH END. O rYj (0 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. JO J 8 a W Z LL 1p aU 1 U U d o� _j 79 Z coua B O W O < Z � Z _ O U � Q W J / J W D / •5 ® N ie N K � 22-1/2' 0 O F Z Z) _JZ 0C,O 1wZ)wZO J W 9 Q C7 e I T SEE WEEPHOLE 119' BUCK WIDTH • • THIS SHEET • • • • • SEE SHEET 17 FOR I 120" OVERALL WIDTH • • • • INTEGRAL FIN ANCHORAGE TYPE TYP. FLANGE XOX ELEVATK% • • • • • • 8 SPACING MAX. DIMENSIONS ALLOWED SHOWN • • • SO:• • • • • • • • • • • • • • •• GENERAL NOTES . ....... ..... ....1 ELEVATIONS 1 CODES / STANDARDS USED: GLASS TYPES TABLE ...........................1 •2617 FLORIDA BUILDING CODE (FBC), 6TH EDITION DESIGN PRESSURES .......................... 2-9 •ASTM E1300-09 • • ANCHOR "IfTITR� O............. 0 OW1 •ANSUAFBPA NDS-2015 FOR WOOD CONSTRECTION INSTALLATION9ANCMR SPECS....... IW 17 -ALUMINUM DESIGN MANUAL. ADM-2015 • • EXTRUSION♦'ROFILES.... 018 •AISI S100-12 • • • • ._.._...._ C�ORt�R PSSFJASLY•. .... •....�... • • • 19 •AISC 360-10 • RTS LI . i9 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 0 T LL O O n n d' 2 //11111111 /// * No.58705 STATE OF / •: •.���� CC •., FC pR1DP,. •' �'R � '''rs7�NAL ENG`' !/lllll lllll A. LYNN MILLER. P.E P.E%58705 Overall Width Design Pressure (Ibfor XO & OX Windows Glass Type 1 s/ft2) Meeting Rail Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 2(" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 37' +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 49" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 61" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 67" +65.0 1 -65.0 1 +65.0 1 -65.0 1 +65.0 -65.0 +65.0 -65.0 1 +65.0 -65.0 74" +65.0 1 -65.0 1 +65.0 1 -65.0 1 +65.0 -65.0 +65.0 1 -65.0 1 +63.3 -63.3 2 Glass Types: 2, 3, 5, 6, 7 Overall Design Pressure (Ibslft) for XO & OX Windows Meeting Rail: Standard Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. %em 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37' +65.0 -80.0 +65.0 -80.0 +65.0 70.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 67' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2' 74" +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -72.2' NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 1 /6' AN GLASS 090" PVB -1/6'AN GLASS \30'-1 J-N L 12'NOM GLASS 9rE EXTERIOR t / \I i \a 32 GLASS TYPE 1 7/8" HS GLASS 090" PVB 1 I 'IWL-118' HS GLASS lL°II12' S BIT GLASS BITE EXTERIOR 3z GLASS TYPE 2 1L16'NOM. III\\ GLASS STACK AIRSPACE .• ;1/090'PVB 1/8'TEMPERED I \ 118"AN EXTERIOR w 12' NOM. GLASS BITE GLASS TYPE 5 AN GLASS .090' PVB--�.j /30 •,}-3116"AN GLASS I 12 EXTERIOR ' GLASS BITE 32 GLASS TYPE 3 13/16' NOM. GLASS STACK AIRSPACE -.OBO" PVB 3/1 6'AN OR _~� lb,"' TP GLASS ELT--118'AN GLASS 21�A,'OR 2 B}--, _ t GLASS BITE EXTERIOR � 00 4�0 • •1 • • •• �� •��� , • •• •,70•'3,• • • •�jS•S•Trl-_N-�F��) i • • GLASS TYPE 7 (TEMPERED) • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m Y j 0 ? W N n� O O O OJ - Z OJ0 i y z�m W � oQ d -e OU_ e m ~ LU V <J -N "MO � W .-. z H fn o> a z 2 a O, W JCO W ...1 J O $ Of W N O rn cn -5 = W Q- o o Z Z O J W = Q pNY LYNAt ' CEN 10 * : No. 58705 W��: �; O� STAT O ; (V ` i Cc •........ SS.1ONAt_ ENG '1/l llllll\\` A. LYNN MILLER. P.E. P.E M 58705 O%erall Width Design Pressure (lbslfe) for XO & OX Windows Glass Type: 4 Meeting Rail: Standard 22-118" O lerall Hgt. 49" Overall Hgt. 55 OMsrall Hgt- 63 Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -30.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 67" +65.0 -80.0 +65.0 -0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 74" +65.0 80.0 +65.0 �0.0 +65.0 80.0 +65.0 77.1 +64.9 -64-9 Overall Width Glass Types: 8 thnl Design Pressure (Ibsife) for XO & OX Windows Meeting Rail: Standard 22-118" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9' 67" +80.0 -110.0 1 +80.0 -110.0 1 +80.0 -110.0 1 +80.0 -110.0 +80.0 -95.7' 74" 1 +80.0 -110.0 1 +80.0 -110.0 1 +80.0 -110.0 1 +80.0 1 .110.0 +80.0 -90.0" 13116' NOM. GLASS STACK AIRSPACE ---��11---••• 090" PV13 119"AN GLASS-_._- : 1/8"AN GLASS 21gOR2181�� 12"NOM. GLASS 617E EXTERIOR i / 70 7) (33 OR a3 U/ - GLASS TYPE 4 3/16" AN OR T-frr HS GLASS .090"SG-I-.j* __3116"AN OR !-� •"- HS GLASS �} \ 12"NOM. j GLASS BITE EXTERIOR t \ I �4 i ' �2r GLASS TYPE 8 (ANNEALED) GLASS TYPE 9 (HEAT STRENGTHENED) 13116" NOM. j�--��-jjjj���- GLASS STACK AIRSPACE- p f-.090"SG 118" AN OR TP GLASS -� 1/8" HS GLASS 12"NOM. GLASS BITE 'GLASS TYPES'B - 15 MAY NOT BE USED EXTERIOR PON J WITH INTEGRAL FIN \ • FRAMES '`-170-73) NOTES: ',33AOR�0B- `� 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND GLASS TYPE 12 (ANNEALED) EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION IN GLASS TYPE 13 (TEMPERE THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 13116- NONL GLASS STACK SG AIRSPACE - .090' 118"AN OR • __ TP GLASS -~ �3116"AN GLASS GLASS BITE EXTERIOR I- \� i _ F�1e� f7 OR �;': 9 GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) 13116" NOM. GLASSSTACK AIRSPACE- --.090"SG 3116" AN OR �118" HS GLASS TP GLASS 21A0Rj19,--0 • • • •t • • •••'-' OR:, GLASS TYPE 14 (ANNEALS • • •GL S TYPE!itjTMREDr •: • • • • • • • • • ••• • • • • ••• • • °D Y Ir y WIr f_tpp7 ❑ ro O y } N arop O O O J ar _ Z Zo O J oo U- W Z T LL o u U C) b a J R "R0 n CO J U1 O > } � U o Z rn 8 Z J w J -3 0 O W to laau; = j O = W d o ua O Z_ Z wFn O J W = Q ❑ =ap s a:s ONY.LYNN "I" CEN No. 58705 O WOF0'. S O NAL A LYNN MILLER,P E P E # 58705 overall Width hr15 Design Pressure (IbsW) for XO & OX Windows Glass Types: 8 tav D Meeting Rail: Heavy -Duty 22-1/8" OM9ra11 Hgt. 3T' Overall Hgt. 49" O era11 Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 76" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 3/1 S' AN OR .090' SG T�r HS GLASS 3I16" AN OR \�\ �• HS GLASS 23,,� 1 23 1i'NOM GLASS BITE EXTERIOR GLASS TYPE 8 GLASS TYPE 9 _ 13/16-NOM. -� GLASS STACK AIRSPACE - ��" SG 118'AN OR • TP GLASS �~ 3/I6-AN GLASS 31)� 74 � AORIk\iJB.� I M GLASS BITE EXTERIOR u OR \� GLASS TYPE 10 �NEALED) GLASS TYPE 11 LEMPERED) NOTES. 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 110.Q +$Q.Q 109.6• GLASSTYPES B-15 MAY NOT BE USED OT BE LA 11Q.Q +BQ.Q 105.6" WITH IN '-110.0 FOR GLASS TYPES 8-13 & 15 . FRAMES 13/16" NOM. GLASS STACK AIRSPACE • '090'SG AIRSPACE- 1 /B' AN OR _ TP GLASS 3/16" AN OR _ 1/8" HS GLASS TP GLASS �31 74 ,`31 1 13116' NOM. GLASS STACK 090' SG �• 11J1is, HS GLASS L7 OR71B 12'NOM. 'OR"21� 12"NOM. GLASS BITE r i GLASS BITE EXTERIOR ' EXTERIOR - 1 i\ i\ - 70-7' n �� ' 70-71 •iAOR 133&-/ OR'.33B• -� GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) GLASS TYPE 13 (TEMPERED} GLASS TYPE 15 (TEMPERED) •• ••• • • • • • •• • •• • • • • ••• • .. ... .. . .... •• ••• • ••• ••• ••• ••• • • •• • • •• • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• 00 1 J O fx o o O - (Y O O w � rn O _7 (D Z LL m w 2 c� UUd ua -j B r LU 2 OD < J �:JJ OLU r > H Z o U x LU J LUCD LL J ¢ O LU v ®� N � • 0 O = LU it o a o z w _z 2 O J W = Q a�. rl s°•� v-i°5 G.�•.YNN �•' C10EN,gF z No.58705 i�O� TE5 .���` SS G 'J/ �ONAL WEN... A. LYNN MILLER, PEP E.$ 55705 TARI F 7 Overall Width Sash Configuration Sash Width Range (in) Glass Types: 1, 4, 5 Design Pressure (Ibslft2) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" 1/4-1/2-1/4 12.038 - 12.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/7 �/3-1/3 12.053 - 15.008 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 49" 1/4-1/-Y4 12.038 - 13.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3-1/3-1/3 13.303 - 16.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 53-1/8" 1/4-1/z-1/ 12,038 - 14.333 +60.0 -60.0 +60.0 -60.0 1 +60.0 SO.D 1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Y3 1/3-1/3 14.334 - 18.050 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 61" 1/a-yz-y4 12.038 - 16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3-1/3 1/3 16.303 - 20.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 %4_%2 %4 12.038 - 20.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +51.9 -51.9 76" custom 20.053 - 22.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Y3-1/3-1/3 22.166 - 25.675 +60.0 -60.0 +60.0 1 -60.0 1 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 1/4-1/2-1/4 " - 24.082 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 92-1/8" custom 24.083 - 26.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 1/3 1/� 1/3 26.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Y4-1/2 1/4 '- - 25.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 97" Custom 25.303 - 27.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 1 55.5 custom 27.186 - 31.038 +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +58.6 -58.6 1/ 1/Z %4 -- - 28.302 +60.0 -60.0 +60.0 0.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 109" custom 28.303 - 29.185 +60.0 -60.0 +60.0 0'0 -60.0 +60.0 -60.0 +59.8 -59.8 +51.3 -51.3 custom 29,186 - 31.038 +60.0 -60.0 +60.0 4-60.0+ 0.0 60.0 +60.0 -60.0 +60.0 -60.0 +52.5 -52.5 120" 1/4-Y Y4 " 31.038 +60.0 -60.0 +60.0 0.0 -60.0 +58.2 -58.7 +53.9 53.9 +48.7 d6.7 "MIN. SASH WIDTH (FLANGE WINDOWS) = wennu wlu I n - Pi - 2 MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 NOTES' 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I"FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. -�� 090^ Pve _1/8"AN GLASS - � -1/8" AN GLASS 30)-\ �24�\ I( 1 � � 41! NOMS BITE EXTERIOR Ih '32)-/ "' GLASS TYPE 1 _ 13/16" NOM. GLASS STACK AIRSPACE- T Iq 090"PVB 1/8"AN GLASS-, �'/8"AN GLASS j <IR'NOW 2`AOR2'�B GLASS BITE EXTERIOR s3A�oR B�GLASS 70-73 TYPE 4 13/16' NOM. GLASSSTACK AIRSPACE-/r OW" PVB 1 /BATS I I I �1/8"AN GLASS~ GLASS- 3` 2�OR2216r-JWGLASS OM. BITE EXTERIOR 133&ORi33B-�/ - GLASS TYPE 5 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • .. •• ••• ••• ••• ••• or • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m 2 W ? ❑ p O N ? c\1 i y Q 0 J o a w O z, m m� U U W " LU Q J c4 7k:I O LU H rn oZrn o z W W J Lu J J ¢ O W N = O :aa4s S U) Q d O 0 O Z Z r W C� w U I W � = al ❑ 5 \L 1111I111//// NI 1GEN..... * N0.58705 tir SO E 'Ili NAI t 01\' A. LYNN MILLER, P.E. P E.# 58705 OWerall Width Sash Configuration Sash Width Range (in) Design Pressure (Ibs/ft2) for XOX Windows Glass Types: 2, 3 Meeting Rail: Standard 21-1/8" pleerall Hgt 29" Overall Hgt. 37" rall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" 1/4 1/z-1/a 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 1/4-1/2-1/4 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y3-1/3-1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1/8" 1/4-1/2-1/4 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -BO.0 +65.0 -80.0 1 +65.0 -80.0 61" 1/4_1/2_1/4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/ Y2_ Y4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y3 1/3 1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4_Y2_Y4 •- -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y3 -'/3- 1/3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_Y2_1/ "" - 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 27.186 - 32.675 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Ya-1/2-1/a -- - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 109, custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -B0.0 1/3-1/3-1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/a_1/2-Y4 " - 29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 113.5/6" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0_ -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 Y4_1/2_1/a " - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 120" custom 31.053 = 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 custom 33.186 - 38.222 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 "MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH-58.556 2 " MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE, 1/8" HS GLASS .090, PVB--y J. --1/8" HS GLASS za; . /2". NOM. ABITE EXTERIOR07SS � ' j 74 ( GLASS TYPE 2 3/16" AN GLASS .090, PVB- t1r-11 6"ANGLA6S 12'NOM. G ASS BITE EXTERIOR C ` e �2GLASS TYPE 3 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• ••• ••• ••• ••• • • • • • • • • •• • • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • m j - o CO Of 0 co o O O Ov O z z O $ w o Z LL m o n =w� n UUd _j "«00 N > - rn p Z a z W W J -1 ¢ O co® W � IV � iz 0 if 0) 5 = w d o LLo Z Z r- w (1 r Of U J w = o >an s ,aS P���•' • LIGENSF ������ J * No. 58705 V ;O�'. SATE OF i FS'•��ORIOP..'G�N�L\ �yONAL rrrn I I n1\ A LYNN MILLER. P.E. P E.# 58705 Overall Width sash Configuration sash Width Range (in) Design Pressure (Ibs/ftZ)for XOX Windows Glass Types: 6, 7 Meeting Rail: Standard 21-118" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" Y4-1/2-Y 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" Ya-1/z-1/ 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 Y3-1/3-1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 53-118" % �/a 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1/3-1/ 1/3 14.334 - 18.050 +65.0 -80.0 +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.01/ _ y 1/4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 5B,556 2 '- MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 13116" NOM. GLASS STACK AIRSPACE - 090" PVB 3/16"AN OR_ TP GLASS -7•I �1/8" AN GLASS +65.0 80.0 +65.0 80.0 0 +65.0 -80.0 1A +65.0 -67.58 +65.0 -77.9 1 A +65.0 -67.58 1A +65.0 57.5 +65.0 -70.6 1A +65.0 $7,SB 80.0 +65.0 -80.00 8OR'21 BI 2" NOM 80.0 +65.0 -80.00 0 +65.0 -72.98 0 +65.0 -80.0 0 +65.0 -80.0 0 +65.0 -80.00 0 +65.0 -80.00 +65.0 -72.0 .0 +65.0 -75.8 8 0 +65.0 -76.9 7 +65.0 58.4 0 +65.0 -71.3 -80.0 FOR GLASS TYPE 7 '-75.0 FOR GLASS TYPE 7 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• GLASS BITE EXTERIOR - i / �3AIOR 038'- GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) •• ••• ••• ••• •••so ••• • • • • • • • • •• • • •• • • •• ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • c a0 � Y w N Q m 0 O V) lA CD N O .»� 0 �-- Q v zW OCn ay 1n O Z Q J O Z IL mi J W = LL U U o a 7 <e W2 10o Q Lu ' F z C) U J J O W J ¢ � 0, O 0_ W n O rn - w LL o O Q. Z Z r rc � C0 O J W = o ``YI111111/// / \��?ONY LY/VN �10ENgF Il(� * No.58705 (V �0,� •. SATE OF F<ORIDA.. ' N S�0NAL EN.. //ll1111111 A LYNN MILLER. P.E. P E # 58705 olerall Width Sash Configuration Sash Width Range (in) Design Pressure (lbs/ft2)for XOX Windows Glass Types: 8, 10, 11 Meeting Rail. Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" O%erall Hgt. 49" Owrall Hgt. 55" O%erall Hgt. 63" O%erall Hgt. 44" Ya 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/yt/� 1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/� 1/2 1/ 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1 /B" %a_1/2-1/a 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/a-Y2-1/a 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3_1/3-1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 ya-y,-y 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-%3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +00.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 ya-y2-ya "" - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 92-118" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 1/3-%3-%3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 1/a-y2-1/a " - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80,0 -90.5 97" custom 25,303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 1/3-y3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98.9 Ya-1/z-1/e " - 28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 1/3_1/3_1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.9 1/_1/2-1/e '"-29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 1135/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 %3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +BO.0 -92.3 1/?/-1/a -31.052 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 120" custom 31.053 - 33.185 +80,0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 -91.5 Custom 33,186 - 38.222 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.6 " MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 " MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT I"FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. �•--3/16" AN GLASS 090' SG - • L- 3/16' AN GLASS 130� 12' NOM - GLASS BITE EXTERIOR \ I C / 7a . 32�// U GLASS TYPE 8 �. 13/16' NGM. GLASS STACK r AIRSPACE--f �09G•SG 118" AN OR TP GLASS �_I 3n 6"AN GLASS `l 1 OR'218;� Al2'NOM. GLASS BITE EXTERIOR -73 '321N�ORl38= / �7 GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) 'GLASSTYPESS-15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• ••• ••• ••• ••• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LU O ".h [Y - 0 � o N W O r z " J M 8 . 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V���; "1ORIDI" \�; G `/S//1�NAL%0 ``, lilt A LYNN MILLER, P.E P E • 58705 TARI F 11 Overall Width Sash Configuration Sash Width Range (in) Design Pressure (Ibst t�) for XOX Windows Glass Types: 9, n 14, 15 Meeting Rail: Standard 21-1/8' Overall Hgt. 29" Overall Hgt. 3T' Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 4a~ 12.038-12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-%3 12,053 - 15.008 +80.0 -110.0 +80.0 -110.0 480.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/ 1/2-1/4 12,038 - 13.302 +80.0 -110.0 +90.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-118" %%2 %4 12.038 - 14.333 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3 Y3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-%2-% 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 %4_y2-y4 " - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3 1/3-1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Ya-1/2-1/ -- - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/a 1/2-1/a " - 28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7• 109" custom 28,303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3 1/3-1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4.1 -% " - 29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7" 113-518" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0' -110.0 +80.0 -110.0 +80.0 1 -110.0 1/3-1/3-1/3 33.186 - 38,222 +80.0 -110.0 +80.0 1 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y4-1/2-ya *" - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8 custom 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556_ 2 •' MIN. SASH WIDTH (EQUAL -LEG WINDOWS)= OVERALL WIDTH=57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. Y.. --3/16" HS GLASS 090' SG� '1 •. 3/16" HS GLASS U� 12"NOM. GLASS BITE EXTERIOR P4�11 74) (321 % GLASS TYPE 9 IL� 13/16" NOM. I GLASS STACK , I � :090" SG 1/8'AN OR 11 III TP GLASS-'! 1/8" HS GLASS ! 31 I 74 �Rlz 12"NOM. }' GLASS BITE EXTERIOR ` 33�A OR 38 \' �0.73 i GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) 13/16' NOM. GLASS STACK AIRSPACE---�.I, _I -_090'SG 3/18"AN OR _ TP GLASS ��' • - 1/8' HS GLASS g1 I �- +80.0 -110.0 +80.0 -110.0 2; OR61F*L'-\ I '110.0 FOR GLASS TYPES 9, 12, 13 8 15 �j I 17NOM. GLASS BITE EXTFRIOR l - GLASS TYPES 9 - 15 -• • _ • .'• • • • Of7�� • !33Py F? Bri • � BE USED ' WITHMAYIN INTEGRAL FIN •^ • • • �• �OT • • • Ci s;'Jj • 44 ISEAZE�D • - • FRAMES GLASS TYPE 15 (TEMPERED) •• ••• ••• ••• ••• ••• %• • • • • • • • • • • • • •• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m Y W R 3 0 O o o 00 O v J am U Z Z OJ$ Z LL W xLLi L) U_ d o J �� r` LU Do ~ Z U< J M no j c H rn O Z m o Z - U Lu J W J W �-- J o ¢ O W ® m of = O = U) W w Z � Z O n O J W 0_ = ¢ o 1L 1111I 111//� ` ��OtA . LYN. , Qa. ,.• �iGENSF •. l(� No. 58705so "AT P 33 T ��'�S;0NAL 1ON.\�� A. LYNN MILLER, P E- RE .# 58705 TABLE 12 Anchor Quantities for XO & OX Windows Glass Types 1 thru 7 Meeting Rail: Standard Overall Width Overall Hgt. 37" Overall Hgt. 49" Overall H9t• 55' Overall Hgt. 63" Overall Hgt. 122-1/a- Head & Sill E Head &Sill E, Head &Sill E Head &Sill E Head 8 Sill 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 61" 1+C2+1 2 1+C2+1 21 1+C2+1 13 1+C2+1 131 1+C2+1 3 67" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 ' 3 74" 1+C2+1 121 1+C2+1 2 1+C2+1 1 3 1+C2+1 3 1+C3+1' 3 1+C2+1 FOR GLASS TYPES 1 4 & 5 TABLE 13: Anchor Quantities for XO & OX Windows Glass Types: 8 thnJ 15 Rail: Standard OveraMeeting II Width 22-116" OverallOverall Hgt. 49" Overall Hgt. 55" Coverall Hgt. 63" Pe all Hgt. Head &Sill I E Head 8 Sill 7 Head &Sill 7 @ Head & Sill 7 E Head & Sill - E -9 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+132+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 67" 1+C2+1 21 2+C2+2 2 2+C2+2 3 2+C3+2 31 2+C3+2 3 74' 1 2+C2+2 21 2+C2+2 121 2+C2+2 31 2+C3+2 3 2+C3+2 4 TABLE 14: GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: 2+C3+2 14 CLUSTER OF 3 \ 2 ANCHORS. ANCHORS 4 AN 2 ANCHORS AT' AT THE CENTERED AT THE THE FI%ED LITE IN THE SASH MEETING RAIL L ) JAMB I 23' MAX. O.C. FJ -- -r 9"MAX. 22-1rz'MAX. O.C./\� MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 12' MAX. O.C. —� 2-ANCHOR CLUSTER DETAIL Glass Types: 8 thru 15 Anchor Quantities for XO & OX Windows Meeting Rail: Heavy -Duty Overall Width 22-1/8" Overall H 9t. 37" Overall H t. g 49" Overall Hgt. g 55" Overall Hgt. 63" Overall Hgl. 76" Overall Hgt. Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 49" 1+C2+1 2 1+C2+1 2 1+C2+1 1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 61' 1+C2+1 2 1+C2+1 121 1+C2+1 13 1+C3+1 3 1+C3+1 31 1+C4+1 4 67" 1+C2+1 2 2+C2+2 121 2+C2+2 3 2+C3+2 3 2+C3+2 31 2+C4+2 4 76" 2+C2+2 2 2+C2+2 121 2+C3+2 13 2+C3+2 31 2+C3+2 4 2+C4+2 5 6' MAX. O.C. i r 3-ANCHOR CLUSTER DETAIL 4' MAX. O.C. \ I J ANC � • • • • • •• C9USTER DtTAlL• - � • � • • •• ••• •• • • • •• NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS. SUBTRACT 1" F $IO=J�NyT•E TABLE TO OE-fl • • • 2) FO:S17FS N(: SHOWN. &OUND UP90 TH16NE•T AVAILABLE SIZE. • • •• • • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • Y UJ ? > O 3 ay u ig O ,c a�op O N Z W J 1a O Z n O -r C y Z W O Z LL to x J r- U c) W J eN O > > O Z Z U Cr J O W Co ~ a, O ® Ix } o m r N O ~ Z as s d ¢ O d' O^ z o: U Z = ¢ ¢ Vay \\1111111 rrrr/// ONY LYNN .. _* No. 58705 pO� STATESCO k; z. '/S'ONAL vNG\ A. LYNN MILLER. P.E P E N 587p5 TABLE 15: Overall Width Sash Configuration Sash Width Range (n) Anchor Quantities for XOX Windows Glass Types: 4, 5 Meeting Rail: Standard 21-118' Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49' Overall Hgt. 55' 01.erall Hgt. 63" OWerell Hgt. M Head & Sill % Head & Sill a E Head & Sill n E Head & Sill a E Head & Sill n m E Head & Sill E 44" 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 /3-Y7 1/3 12.053 - 15,008 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49' '/i-1/z-% 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-118" 1/4-1/2 1/4 12.038 - 14.333 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 81" 1/4_1/2 1/4 12.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/7 1/3 j/a 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-y2-% 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 120.053-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1/a-1/a 1/a 22.196 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y4-1/2-1/4 -24.082 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-1l8" custom 24.083 - 26.165 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/� 1/a % 26.186 - 31.038 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1%-1/x !/4 -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 custom 27 186-31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 31 1+C2+2+C2+1 3 1/, % 1/4 •• -26.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 109" custom 28.303 - 29.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 custom 29.186 - 31.038 1+C2+3+C2+1 121 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 121 %r1/r1/i -31.038 1+C2+3+C2+1 121 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 13 1+C2+3+C2+1 3 1+C2+3+C2+1 3 •- MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57.924 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 NOTES. 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS. SUBTRACT I"FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C. --1� 2-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY f uC2+3+C2+1 '3 \ TABLES FOR XOX / - 1MNDOWS: I' \ I \ / ^ CLUSTER OF 2CLUSTER OF 2 j HORS t ANCHORAT ANCHORS ANCHORS IN THE CENTERED ATTHE � T :CENTERED AT THE / 3 ANCHORS AT IAMB THE SASH MEETING RAIL THE FIXED LITE L MEETING RAIL L 22-12' MAX. O.C.J` ►{ I 1 ANCHOR AT 9' MAX. 11 t� � -�- 12X At • • -I THE SASH 0 • • • 71N. Xr- 1 MEETING RAILREPEAT ANCHOR PATTERN AT SILL � - •• ••• ••• sees ••• ff• • • • • • • • • • • • • • • • •• • • •• • • •• sees • • • • sees • • • • • • • • • • • • sees • • • sees • • o W Y W > H O '° i O U N i O IY U) a 0 O oo �� ll _ W o Z m =LuLU o� r UUo o¢ ~o W J F J V =Ko a > ¢ v N oz g rn Z W m In IL O O 1}}¢ ® of m tV of O F F Q IVJ _ a' � O o 0 I Z O n � � x U U � Q Q = i:i•1 sap s \�1W 1rn �y/fir/ 011Y LYN/y�/'' P�1.,.. \.10ENSF * No. 58705 .� ,O� . I.Qt-37*,46: �'.'cCORIDt`,.�' ',',SZONAL f` r lr 11111111\ A LYNN MILLER. P.E. PE.* 567p5 William Kay 135 NE 105 St Apt 2 Miami, FL 33138 0 0 X O X Apro Fiberglass PGT PGT XOX FL-15210.1 Single Hung Horizontal Roller Hinge right 18-0430.06 18-0627.01 solid doors frosted 110-3/4 x 25-3/4 32 x 80 18-3/4 x 38-1/4 ' Egress 5 O ' Bedroom .... . ..... ...... .. . ..... .. .. . .. ...... . . . . ...... O Plastpro Fiberglass FL-15210.1 Hinge right X O solid doors X O 36 x 80 PGT HR PGT HR 18-0627.01 73 3/4 x 50 1/2 O 18-0627.01 73 1/2 x 50 1/2 O r TABLE 16 O%erall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types 2. 3, 6, 7 Meeting Rail, Standard 21-1/8" Olerall HgL 29" OWerall Hgt. 37" Overall Hgt. 49" OWerall Hgt. 55" O�erall Hgt. 1 63" OWerall Hgt. Head 8 Sill a Head 8 Sill a Head &Sill n Head &Sill a m Head &Sill E M Head & Sill E 44' %4_1/I 1/ 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/j 1/3 1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49 1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 /3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8"-%3 -11/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 14.334 - 18,050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" y4 gY2 12.038-16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 -Y3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+G2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %4 12.038-20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" m 20.053-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �3 22.186-25.675 1+C2+1+C2+1 2 7+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 11/4-11/i 71/4 -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 92-118" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 31 1+C2+2+C2+1 3 1+C3+2+C3+1 3 26.186-31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/4_1/Z-Y4 " -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97' custom 25.303-27.185 1+C2+2+C2+1 2 7+C2+2+C2+1 2 1+C2+2+C2+1 2 1+G2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3-1%-%3 27.186 - 32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 %4_1/Z 1/ "-28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 109" custom 28,303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3-1/3-1/3 30.166-36.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 11/4 %1/4 -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 113-5/8' custom 29.464-33.195 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/a-1/3--% 33.186-38. 222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/4_1/2-1/4 "-31,052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 120" custom 31.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2 custom 33.186 - 38,222 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1•C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+3+C2 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL V"QR - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C---- 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. r-- 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: +1 3 1+C3+3+C3+1 3 +1 3 1+C3+3+C3+1 3 _ I / CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS 1 ANCHOR AT ANCHORS ANCHORS IN THE CENTEREDATTHE r -- CENTERED AT THE THE SASH MEETING RAIL • •� 3�T•' ML!TING�tAII• • •aMB / •— THE FI)�D ♦,AT t, • • •. • 22-12" MAX. O.C.I - I-- • 6 w • 4 • • N HDR AT 9" MAX. ' �� > " M�X."q c • •i •THE SA I X._ _ r 9" MA1/7 % ••s • _•i•i• if• ••• ___4 • r' • • • • 11:i .Eli 14 RAIL' • • REPEA:ANC :OR EAtrERN A:SILL • • •• • • •• • • •• • • • • f • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W d Y w H w c')tr o (On � O'jO Z 0 J O ap Z LL m J W O =w UUdU.1 r OD W v U < O - 'a F_ (n p Z Z U T W -J O W J m la- W LL O N Of r ® m N F t 0 z ;a„ 5 = � < O O Z K 0 w U U J Z = Qi Q ` ONY LYN)v4f �.. / * : No.58705 5: 411 0. STATE OF : (� ,/O E A_ LYNN MILLER, P E P.E A 58705 TART F 17' Overall Width Sash Configuration Sash Width Range (in) Glass Types: 8, 10, 11 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Overall H 9 t. 29" Overall �� 37" Overall H9t� 49" Ckerall Hgt. 9t 55" Overall Hgt. 63" Overall Hgt. Head & Sill n n Head & Sill a E Head & Sill a E Head & Sill n E Head & Sill a E Head & Sill n E 44" y4 j/z-1/a 12.038-12.052 1+C2+1+C2+1 2 1+C2✓1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3 % 12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" %4_1/2_% 12.038 - 13,302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/a1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/4_1/z-'/4 12.038 - 14,333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3wm%--% 14.334 - 18,050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61' %4�/z 1/4 12.038-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/a1/a1/i 16.303 - 20,675 It 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/4-1/2-1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 31 1+C3+2+C3+1 3 1% j/3-1/3 22.186-25675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1/4_1/z_Y4 -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 92-1/8"' custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 %3-%3-1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Y4_1/z 1/4 " -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 97" custom 25.303-27185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 1/3-%3-1/3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 yi y2-y4 ""-28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-Y,Y3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 1/4-'/z_y4 "" - 29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 113-5/8' custom 29A64 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/a1/a1/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 1/4-%z-1/4 " -31.052 1+C2+3+C2+1 1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH_56.556 2 "PAN. SASH WIDTH (EQUAL -LEG WINDOWS) = QVERALL WIDTH - 57.556 2 NOTES' 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS. SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12"MAX. O.C. -��- J �Ji 2-ANCHOR CLUSTER DETAIL 6"MAX. O.C. ►1 i� - 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: +1 3 1+C3+3+C3*1 3 +1 3 1+C3+3+C3+1 3 1+ __ -- C '+3+C2+1 31 � '1I } I \ 1 / f \ CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS 1 ANCHOR/ ANCHOR / ANCHORS IN� I THE SASH NT aAT jHE• , AI�HORSA7� CENjEj2ED A7 THE JAMB • I MEETING RPy �t�ETING RAIL � TAE F�EDtITE• • ` 7 •--i-•/� -� • • J 22-12" MAX. O.C.' • I • • • • • • • • • / • 1 ANCHOR AT 9" MAX. - • • _,1` • IJ_ 42' MIU(, O.C. • THE SASH i \ ••• •,• • • t•• • • • 0 MEETING WILD� • EPEAT A HOR PATTERN AT SILL ' � • • •• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u °r Y LU > w o m� O to u) W O Z Z OO a� J o m � z LL _ w - n co x ui p U U_ d O� J v UJ 00 H Z o< J < > a < > rn O Z U W Z of J O W M la Q) LL O $ cr > V ® rn N H O zz ,»�s F x 7 < O o o Z o w U Z = J Q QI \1111 ii iilr1j \ONLCENSN��t(� i F e� _ * : No. 58705 Cc 0 -. ATE F �� CUSS/ O ..... . \?� ///ONAL IE A. LYNN MILLER. P E. P E N 58705 TABLE 18. O%eralSash Width Width Sash Configuration Width Range (in) Anchor Quantities for XOX Windows Glass Types. 9, 12, 13, 14, 15 Meeting Rail: Standard 21-1/8" OWerall � 29' O%erall t. H9 3T' OWerall H91� 49" O%erall H Hgt. 55" Overall Hgt. 63' Overall Hgt. Head 8 Sill a E Head 8 Sill a ' Head 8 Sill a ' Head d Sill a E Head 8 Sill a a ' Head 8 Sill 44^ 1y ?/ Y4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 '/a-1/3-1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49' t/+ 1/Z 1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %J/3-% 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-118" 1/4-1/ %4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/4-1/2-1/4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3_1/3_1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 "-24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 92-1/8" custom 24. 083 - 26. 185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4_1/r1/4 '"-25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-1/3-Y3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 y4 ?/z-Y4 "'-28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 109, custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/3-1/3-1/3 30-186-36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-WB" custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 %3-1/3-1/3 33.186 - 38.222 2+C2+2+C2+2 1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 %4_1/Z 1/4 -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 120" custom 31,053 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 121 1+C3+4+ •• MIN. SASH WIDTH (FLANGE WINDOWS) = QVERALL WIDTH - 58 556 z •"MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH-57.556 2 NOTES'. 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS. SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12' MAX. O.C. J i 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. I 1 3 ANCHOR CLUSTER DETAIL 4' MAX. O.C. --------L'--- -- -�-- -�-� 4-ANCHOR CLUSTER DETAIL C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 GUIDE TO USING ANCHOR QUANTITY / CLUSTER OF 2 f'/ f � CLUSTER OF 2 g ANCHORS I, TABLES FOR XOX r `� • • A11ri{+GRsf • • •� 'WE IN THE WINDOWS: Ill-ATrHJCEHOORRHT� CENTERE4ATjiE�� CROR,AT� C 'WE AT THE L JAMB - • MEETINii RAIL•i FETING RAIL TriE F'REDTITEe 22-12" MAX. O.0 I • • • • • • / • 1 ANCHOR AT 9" MAX. • • ! • ! �L.J !,- �' l„�7t1 SS THE SASH -- - 9" MAX. • • • • •IEEOING FWb-• jtEP4JAT A"OR PATTERN AT SILL • • • • • • • • • • • • • • • • • • • • • • • • • •• •• 000 • •• •• LU > W o w CD y Opv O -I i Z Z O�$ W o Z LL u3 0 r- T LufLU - e LU U d a +„G iJ on n W H w0 T z -Z a ao 1n U W a) J m LL O } O ® N F i0 H p Z 13 � = 7 o Z o o a = r U J Z = Q :< �1t r�7 No. 58705 =P OT . S ATE OF (vim SSJONAL EN ` r/rllllllt\ A. LYNN MILLER, P.E. P.E.# 5870.5 4-ANCHOR CLUSTER DETAIL C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 GUIDE TO USING ANCHOR QUANTITY / CLUSTER OF 2 f'/ f � CLUSTER OF 2 g ANCHORS I, TABLES FOR XOX r `� • • A11ri{+GRsf • • •� 'WE IN THE WINDOWS: Ill-ATrHJCEHOORRHT� CENTERE4ATjiE�� CROR,AT� C 'WE AT THE L JAMB - • MEETINii RAIL•i FETING RAIL TriE F'REDTITEe 22-12" MAX. O.0 I • • • • • • / • 1 ANCHOR AT 9" MAX. • • ! • ! �L.J !,- �' l„�7t1 SS THE SASH -- - 9" MAX. • • • • •IEEOING FWb-• jtEP4JAT A"OR PATTERN AT SILL • • • • • • • • • • • • • • • • • • • • • • • • • •• •• 000 • •• •• LU > W o w CD y Opv O -I i Z Z O�$ W o Z LL u3 0 r- T LufLU - e LU U d a +„G iJ on n W H w0 T z -Z a ao 1n U W a) J m LL O } O ® N F i0 H p Z 13 � = 7 o Z o o a = r U J Z = Q :< �1t r�7 No. 58705 =P OT . S ATE OF (vim SSJONAL EN ` r/rllllllt\ A. LYNN MILLER, P.E. P.E.# 5870.5 • • • • • • • • • • • • • • • • • • • •• •• 000 • •• •• LU > W o w CD y Opv O -I i Z Z O�$ W o Z LL u3 0 r- T LufLU - e LU U d a +„G iJ on n W H w0 T z -Z a ao 1n U W a) J m LL O } O ® N F i0 H p Z 13 � = 7 o Z o o a = r U J Z = Q :< �1t r�7 No. 58705 =P OT . S ATE OF (vim SSJONAL EN ` r/rllllllt\ A. LYNN MILLER, P.E. P.E.# 5870.5 �1t r�7 No. 58705 =P OT . S ATE OF (vim SSJONAL EN ` r/rllllllt\ A. LYNN MILLER, P.E. P.E.# 5870.5 II INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X BUCKSTRIP OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. DIRECTLY INTO CONCRETE/CMU. INTO CONCRETE/CMU. SEE NOTE 2. THIS SHEET 114' MAX. SHIM EDGE DISTANCE EMBEDMENT SEE TABLE 1/4' MAX. SHIM I-�- NOTEB,dFOR I EMBEDMENT HEAD SASH VISIBLE 12 4 1/4' MAX.EDGE EDGE LIGHT WIDTH SHIM _C� EMBEDMENT DISTANCE 17 11� '1 DISTANCE TYP ANCHOR TYPE, I FIXED VISIBLE EMBEDMENT AND EDGE ' I LIGHTWIDTH DISTANCE PER SUBSTRATE. SEE TABLE 19. .. 1 ,.,.,.,...,,�.�. I III • .. 12' LENGTH, CENTERED 63 EXTERIOR i 20 ABOVE SASH OVERALL HEIGHT 18 14 15 TVP. ANCHOR TYPE, TYP ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE f— OVERALLNADTH DISTANCE PER DISTANCE PER SUBSTRATE, SEE TABLE I9 SUBSTRATE, SEE TABLE 19 HORIZONTAL SECTION A 8 NOTE B FOR HEAD TYPE. 8 NOTE B FOR HEAD TYPE. -A (SHOWN WITH I.G. GLAZING) VISIBLE LIGHT HEIGHT 8'LENGTH,CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS, (PM 50). HORIZONTAL SECTION C-C HORIZONru.SEE SUBSTRATE (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 19 ONLY REQUIRED IF NOTES. OVERALL HEIGHT IS OVER 63' 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 19: _ TABLE 19 FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS. — ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE — OFTHE WINDOW 114" MAX. •. EMBEDMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE SHIM • 19 ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE EXTERIOR • OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. ' WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. 1X EDGE TYP. ANCHOR TYPE, AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN DISTANCE PER SUBSTRATE AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATION OPTION 2 SEE TABLE 19. OR ARCHITECT OF RECORD. • ANCHORED THROUGH FRAME • DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS • • • Anchor Substrate Min. Edge Min. Distance Embedment • • • •4oullerrpin0 ( •0.5F."'. 1-3/8" 4t12 Steel, �6e •AJu•ilnu•, 8053-T•mir• 0 083' .410O�NS• Screw S I 0.063' • • St4El SlOi G. 33min•O.D45' (18 Gat 1/4' 410 SS Con. t!(min. 335 kMOO 1a/4- CreteFlex Unggrouted CMU, (ASTM G90) 2-i/2' 1-1/4' Southern Pine (SG=0.55) 1' 1-NIr •ilb'•S�R c t (min. 2.85 ksi) 1" 1-318" Ukre�n Ungrouted `MU, (�STM C-90) 1/Z' 1 SoulhRn Pme (JIG=0.55) • 1' 1-3/8- DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. • • • • • • • • • • • • VERTICAL SECTION B-B • • , • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" MAX. SHIM a — INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL TYP. ANCHOR TYPE, _EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE B)USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PANMEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) -UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 5 W ? eD ^ Y N M =a 0� po o U) � o Jc) z O J S r g Z WL Z o Z U o v UJ n U U_ d u a -j '9 t` ULI co (" Z `r V J 3.Y.G LU 1--V p n Z J -i O W O Z lL O ,n ®� LL LL O o Q O � � ~ o _Z J cc U J Z = Q _ �sa0 s `111111111I/I// AY LYN/yM/ L10ENyF ., l`�'� - No. 58705 ' O� S qTE QQQF'•� (V S�ONAL ENG ///11111111 A. LYNN MILLER, P.E. P.E.• 58705 INSTALLATION OPTION t INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X SUCKSTRIP OR BUCKSTRIP SEE NOTE 2, THIS SHEET DIRECTLY INTO CONCRETE/CMU. INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET 114" MAX. SHIM EDGE DISTANCE I EMBEDMENT 114-MAX. SHIM ... EMBEDMENT SASH VISIBLE 6 SHIM _ v4 --� _ „ LIGHT WIDTH 12 SHIM � ���� EMBEDMENT EDGE 17 I EDGE — DISTANCE ! I \� DISTANCE 35 TYPIBLE I � ' TYP ANCHOR E, ' 1 LGHT WIDTH 1J/ }— _-_- EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. I I 1 ' 163 EXTERIOR I •` 3 12" LENGTH, CENTERED 20 ABOVE SASH 16 14 15 I •` ' TYP. ANCHOR TYPE, TYP. ANCHOR TYPE. EMBEDMENT AND EDGE I- BUCK WIDTH EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SEE TABLE 20 SUBSTRATE, SEE TABLE 20 d NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A -A d NOTE B FOR HEAD TYPE. (SHOWN WITH I.G. GLAZING) VISIBLE LIGHT 11 BUCK HEIGHT 6 : � MAX. SHIM HEIGHT 52 ,{� INSTALLATION OPTION 4 ANCHGREDTHROUGH 51 �. FRAME INTO METAL 50 TYP. ANCHOR TYPE, 13 - EMBEDMENT AND � EXTERIOR I '� EDGE DISTANCE 10 40 50 PER SUBSTRATE, I SEE TABLE 20. 9 14 15 MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING / 6' LENGTH, CENTERED AT HORIZONTAL SECTION C-C OR STEELSTED MAY EY BVERTICAL HORSUBSTRATE MEETING RAIL. (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 20. ANCHORED WITH (4) 18 SCREWS, (PB 60). ONLY 36 REQUIRED IF BUCK NOTES: HEIGHT IS OVER 62". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20' TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ---- ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. va" MAX. � . SHIM EMBEDMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 20. ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1 X INSTALLATIONS. 1X WOOD BUCKS ARE EXTERIOR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. aEDGE TYP ANCHOR TYPE, WOOD BUCKS DEPICTED AS 2X ARE 1-12-THICK OR GREATER. 1X AND 2X BUCKS MHEN USED) SHALL BE DESIGNED TO PROPERLY DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN INSTALLATION OPTION 2 DISTANCE PER SUBSTRATE, SEE TABLE 20. AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ANCHORED THROUGH FRAME OR ARCHITECT OF RECORD. • DIRECTLY INTO CONCRETEJCMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS • • Anchor Substrate Min. Edge Min. Distance Embedment • •0 t�e OFoum fine (S =0.55 9/16' 1-3/8" 612 Steel, W-8 410 •llunllnur•I 601116-Trsnin• • 3jp" 0,063' or S�Screw S I 0.083' • •Ste•I S[�, Cy 33�in. • 3!8' 0.D45" (18 Ga) SS rRAmin. }!5 ksi)b • 4I • 1-314" 114" 410 CreteFlec LkVMLRed CMU, (ASTM C-90) 2-1/2" 1-1/4" Southem Pine (SG-0-55) 1• 1-318" to(min 2.85 ksi) 1• 1J18" nrac�n� F-4 fj4U, (A$TM C-9o) Southdln Pine (96=0.55) • 1' 1�18" DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. • • • • • • • • • • • • VERTICAL SECTION B-B • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B)USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PANtHEXIFLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS C) "UNGROL TED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS o m Y W _ > O N 0 O � � � Ln O J ap Z Z Q J O y ZW J W - O o� x U _ U U o 0 6 •j ,a " J CN r � S2 to O Z Z ucr J aO) III LL J S O m o j ® m N C7 i � W aayj O Q LL F O Z J _O r U r J Q Z _ x 1`11%k I I I I III, /' rI!!, BONY LYIyN�i No.58705 TE TE ' s',CNS ` rlIIIAL I II ILl111 A. LYNN MILLER, P.E P.E.n 58705 INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO ZX WOOD FRAME OR SUCKSTRIP TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. �- EMBEDMENT EDGE DISTANCE _�, EDGE DISTA}NTCE -- 1 2 BUCK HEIGHT EDGE DISTANCE EDGE �- DISTANCE IIII'I.I I /I(V, 1/4'MAX SHIM l''I�Jlj�l I I; + 4jil EMBEDMENTI INSTALLATION OPTION 5 EDGE DISTANCE ANCHORED THROUGH FIN INTO 2X 1!4' MAX SHIM EDGE DISTANCE WOOD FRAME OR BUCKSTRIP TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, I vII SEE TABLE 21 SASH VISIBLE 12 5 ;I LIGHT WIDTH 17 I i EMBEDMENT 35 FIXED VISIBLE I IN 10 1 I, Imo). LIGHT WIDTH I + l L714" MAX. SHIM^w��^n" .nivv.iv.M.+v- 12'LENGTH, CENTERED 63 EXTERIOR 20 A0 LV, SASH 16 n IS �J 14 15 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER BUCK WIDTH SUBSTRATE, SEE TABLE 21. HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) 11 VISIBLE LIGHT 5 HEIGHT 52 rF 51 � ` �{ 114"MAX. SHIM INSTALLATION OPTION 6 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL EXTERIOR MIAMI-DADE APPROVED MULLION. FBC COMPLIANT ALUMINUMISTEEL FRAMING TYp. ANCHOR TYPE, OR STEEL STUD. MAY BE VERTICAL OR EMBEDMENT AND EDGE HORIZONTAL SECTION C-C HORIZONTAL. SEE SUBSTRATE DISTANCE PER SUBSTRATE, (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 21 SEE TABLE 21. (�B}.� 36 NOTES' 1� 114' MAX SHIM 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 21. FOLLOW EMBEDMENT AND EDGE DISTANCE -- LIMBS. ANY INSTALLATK)N OPTION EXTERIOR __ — - EDGE DISTANCE SHOWN MAY BE USED ON ANY SIDE OF r' -- EDGE DISTANCE THEIMNDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT —�{ EMBEDMENT TYP, ANCHOR TYPE, EMBEDMENT OPENING) IS MEASURED FROM BEADING INSTALLATION OPTION 5 AND EDGE DISTANCE PER TO BEADING. ANCHORED THROUGH FIN INTO ZX SUBSTRATE, SEE TABLE 21 3) ANCHOR TO BE INSTALLED WITHIN WOOD FRAME OR BUCKSTRIP. 2-1/2' OF FIN CORNER. VERTICAL SECTION B-B Anchor Substrate Min Edge Distance Max. O.C. Min. Embadment 2-1/if • 11W*w NaW •Souvwn Ppe (SC•Tq,55) 5116" 1 5- 2-7/16' 2.11 x .131' Com on it • Mth gn File (93=0.55) 3/8" 5" 2-7116' 2-1/Z'• .145' R#ojng %pil • *thjnyP ne ( =0.55) 3/8' 5" 2-7/16' 2-1/2" x 1`145' Ra, 111141l • 96uth•n r** (SG=655) 318' 5" 2-7116" out m -0.55) 410 Steel Trueshead Screw or 0.125' Aluminum, 6063-75 min. 912 Steel, ScIc" a 410 SS rew 0.050" A36 Steel • • • • • • • D.14T•" (j8 Ga) S ud, r min. 1/2' 5' 1-318" 5/16" 5- 0.09" 5/18' S' 0.050" 5/16" 5' 0.045" • • • • • • • • • • • • • • • • • • • • • • • • \\111111111 ///,/ LYNV `* No.58705 �0 ST TE F •' .(V�� F�ORIDP.•'C, A LYNN MILLER. P.E PEA 58705 2,724" 2.560' I� �2l�I .062' O HEAD, FLANGE FRAME f+ 2.724" 2,724' i j 3.184" - o6z• z HEAD, INTEGRAL FIN FRAME �I 2.724' I � �I I I 3.651" d.276' i f D62" 1 I 01 SILL, FLANGE FRAME F- .062• f 2.273° osr _L 11 SASH PULL RAIL s SILL, INTEGRAL FIN FRAME .170' r 2.149" 1.300' f 7, 1.300" too• - � ,� �I _1 ti SASH LOCK RAIL � 13 SASH TOP 6 BOTTOM RAIL III- .050' .045" I .795" .795• ^^14.749rT (.D V16" BEAD �2 5/16" BEAD TABLE 22: MATERIAL PROPERTIES USED Materiel Mh Fj Min. F, Slwl Screw 92 ksi 120 W I&$ Sonia 60 ksl 95 kW 410 Screw 90 ksl 110 ksi Eke IAtraC.arri 410 SS Eko C.Wlea® 155 ksl 177.E ksl 177 ksi 189.7 kel 8083•T5 Alurn - 18 ksi 22 ksl A36 Steel 36 ksl 58 ksl Cr. ]3 SIseI Stud 33 ksl 45 ksi Imo- 2.724" �- =:�7 � JJJ � o6r 1 a HEAD, EQUAL LEG FRAME 12 724' O SILL, EQUAL LEG FRAME - ...- 2.211' --+� 1.80. G1st� .170• 14 HD MEETING RAIL 1.488" �1 -� 2.786' o6r -- � -L JAMB. FLANGE \°J FRAME �J 1.246' �- -r l� 3.908" .062' to •• SILL ADAPTER 1 2.211" rV73-f .120" - 2.112" 2.786' .062 1 1 5 JAMB, INTEGRAL \.J FIN FRAME I Od0 +I 7.513' 6or -- C INSTALLATION l i1 HOLE COVER 1 415' �Sl 71° le SILLTRACK 360" 1.032'• MY 1 \ s STD MEETING RAIL , to SCREEN ADAPTER e� t I 2.786' D6r� 1 \JAMB, EQUAL LEG eJ FRAME Cl1I .723" 875• r is WINDLOADADAPTER If 1.446" -518" -i- .040" - V ANTI -LIFT CUP .630" I 464' --� -� .797" .D70" .DS5" rzV IG BEAD :z� IG SNAP BEAD HOT -MELT • • • • • W •• UM • • • DESICCANT FILL SILICONE BUTYL �`� �tEINF,910EI E • `' : : POLYISOBUTYLSE5116"NOM. STRUCTURAL e• POLYISO• 1!4'NOM. � 3196•NOIII. • • • i }u/ NOM. Y SILICONE BUTYLENE WITH STRUCTURAL • • • • WJ:YLE • �" SEAL DESICCANT SILICONE / DESICCANT • • ^� • • ROLL -FORMED / FOAM WITH �I FOAM / / STAINLESS STEEL / EXT. GLASS DESICCANT�� IXT GLASS-• / IXT. GLASS IXT. GLASS INT GLASS 7 ' INT. GLASS �/ '--•1T. cuss • • '�s KODISPACE j77 IslePACCk' • •• /*.>DUjjAAS C° I73�XL EDGE' \J4SG TIPS ��N�T • •• • • /•_`SPRCE% • •• ✓SPACER • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y w m Y a 0rn W fn ON ztx - Ix O O �� Z IL m 2 w - r U U u J J ao+D .y J.uO ~O w < F¢- Z Z o (If J O LL O 0: co K cn = C) O J 2C = w 1111111 I1f I/ * : Na. 58705 "...1 Z��j I -r� A LYNN MILLER, P.E. RE k 58705 TABLE 23 Item lg Part Description Material 1 624038 Head Flange Frame Alum. 6W3-T6 2 824039 Head, Integral Fin Frame Alum. 6063-TB 3 624040 Head, Equal -leg Frame Alum. 6063-TB 4 624001 Jamb, Flange Frame Alum. 6083-76 5 624017 Jamb. Integral Fin Frame Alum. 6063-T6 6 624UB Jamb, Equalaeg Frame Alum. 6063-T6 7 624035 Sig, Flange Frame Alum, 6063-T6 8 624036 Sig, Integral Fin Frame Alum. W53-T6 9 624037 Sill, Equal -leg Frame Alum. 6063-T6 10 624034 Sill Adaptor Alum. 6083-T6 11 624043 Sash Pull Rail Alum. 6W3-T6 12 624006 Sash Lock Rail Alum. 60D5A-T61 13 624041 Sash Top & Bottom Rail Alum. 6063-T6 14 024027 HD Meeting Rail Alum. 6063-T6 15 624005 Std. Meeting Rag Alum. 6005A-T61 15 624047 Screen Adapter At=. 8W3-T6 17 624051 Installation Hole Cosy Alum. 6063-T6 18 64125M lWinciload Adapter Alum. 6063-TS 19 524042 1 Sip Track Alum. BW3-T6 20 624015 Arm -lift Clip Alum. 6063-T6 21A 624ODD IG Bead Alum. 6W3-T5 21B 624011 IG Snap Bead Alum, 6063-T5 23 624026 7/16' Lams Glaz. Bead Alum. 6063-T6 24 624013 5/16' Lami Glaz. Bead Alum. 6063-T5 30 8TP247 Glazing Bead, Bulb Virryl for #824013 & #624026 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624OD9 & #624011 Vinyl 32 712653K Mono setting Block 3/32" X 1/4' X V Neoprene 33A 71715K Lam IG Setting Block 1/8' x 314' x 1-1114' Neoprene 3313 824014 IG Snap Setting Block Vinyl 35 724045 Sweep Latch Cast Zinc 36 71298 Weep Hde Corer Vinyl 37 41722 Hole Plug Vinyl 38 724021 Lock Rail Corer, (LH & RH) Vinyl 39 724050 Pull Rail End Cap Vinyl 40 724048 Roller Housing & Sash Guide Vinyl 41 724052 Roller Wheels Brass 42 724054 Sash Top Rail Gasket, (LH & RH) Polyethylene 43 724055 Sash Bat Rail Gasket. (LH & RH) Polyethylene 44 724057 Frame Header Gasket. (LH & RH) Polyethylene 45 724058 Frame Sill Gasket, (LH It RH) Polyethylene 48 724053 Meeting Rail Gasket Polyethylene 50 Weatherstrip, .18T x 17T, Fn Seal @ Sash 51 Weatherstrip, .187' x .270', Fin Seal @ MR 52 67070 Bulb Vinyl 60 1 710X38PPAX #10 X3/8' Ph. PH SMS (Windood Adapter) Stainless Steel 61 1 781PDX 1#8 X 1- Od. PH SMS (Frame & Sash Assembly) Stainless Steel 63 1 JAJuminurn Screen with Fiberglass Mesh Vanes 70 - Kommening Kodispace 4SG TPS See Sheet t a Maaterials 71 - Quanex Super Spacer nXr 72 - Quenex Duraseal Spacer 73 - Cardinal A- Edge Spacer 74 Dow 791, 899 or GE 7700 Backbedd rg Silicone ASSEMBLY DETAILS FOR XO FLANGE FRAMES (OTHER FRAME TYPES & CONFIGURATIONS SIMILAR) `..� 61 �� 61 �I J 12, i � !Lj 14)ti' I 51 1' l 3 � •�� • • • • rr • • • INTERIOR _ • • • 0 • • I• • • • INTERIOR • • • • • • • • • VLL.k.E P E PTI 15 NOT SHOWN ON DRAWING FOR CLARrr ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W 3 o rn Q m w o N ..,., In _ O 0 I _ Z Zo JO LLi o w Z = oo n UUd J •. n ~ w c9 < H ,•,WC p Z Z oK (31 J J IL O F O of rn ® w N O x � � = O LU s M a O o ed w M tY O M Q to Pa•.. LIOENS * No. 58705 Sol.n 'ATE O / : • �((/�� Coss .'2 ORIOPP,.•'G\�`� /OI NAL EN\\`�, A. LYNN MILLER. P E. P.E 058705 William Kay 135 NE 105 St Apt 2 Miami, FL 33138 0 0 X O F astpro Fiberglass PGT PGTXOX FL-15210.1 Single Hung Horizontal Roller Hinge right 18-0430.06 18-0627.01 solid doors frosted 110-3/4 x 25-3/4 32 x 80 18-3/4 x 38-1/4 Egress 5 O , ' Bedroom -------------------------------.P--- . --------------�iiii• • .... . ..... ..... ...... .. .. .. . . .. ..... ..... O Plastpro Fiberglass FL-15210.1 X O Hinge right solid doors X O 36 x 80 PGT HR — ---- - - - - PGT HR-- — — Horizontal Roller Horizontal Roller 18-0627.01 18-0627.01 73 3/4 x 50 1/2 73 1/2 x 50 1/2 O O