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WS-19-605WS -03r �q-105 Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.: WS -03-19-606 Permit Type: 1l nclows/Shutters W -Classification: W -Indo ° Door Replacement Permit Status: Approved Issue Date: 05/06/2019 Expiration: 11/04/2019 Parcel Number 10560 NE 2ND CT, Miami Shores, FL 33138 1122310130660 :ontacts Description: REPLACE 10 WINDOWS TO IMPACT WINDOWS Valuation: $ 11,400.00 Inspection Requests: Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $7.20 DBPR Fee $3.00 DCA Fee $2.00 Education Surcharge $2.40 Scanning Fee $12.00 Technology Fee $5.00 Windows/Shutters Fee $150.00 Total: $231.60 Building De In consideration of t pertaining thereto a r Village. In accepti g� permits are requir OWNERS AFFID�VI' regulating constru tioi dirtment Ceopy Payments Date Paid Amt Paid Total Fees $231.60 Credit Card 05/06/2019 $181.60 Credit Card 03/20/2019 $50.00 Amount Due: $0.00 issuance to me o�this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations in strict conformit with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores is permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate ECTRI L, MBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. �I ce ify ha all foregoing informat n is accurate and that all work will be done in compliance with all applicable laws an zon a. her I authorize the ove named contractor to do the work stated. Authorized Signatuk: Owner / / Agent Date May 06, 2019 ------ — )( ) �_l Page 2 of 2 vcc , V ' BUILDING PERMIT APPLICATION 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 ❑ ELECTRIC ❑ ROOFING RECF,IVED Iv�4R 2 0 2019 BY J FBC 20 IS yj Master Permit No.5 - o3 l -G t - 60 Sub Permit No. ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP �-__ --!! CONTRACTOR DRAWINGS JOBADDRESS: 1�� Nt ety"8 - 2' p City: Miami Shores County: Miami Dade Zip:JL�► �J 0 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder) Address:am I l J `� V "'-� e 11 ctiorjype: Flood Zone: il N Vq jz BFE: FFE: City: Mi AW1'� 0S State: Tt--' Zip: J )w Tenant/Lessee Name: ` Email: C&ckQgc �-?.-' a ��� • C CONTRACTOR: Company Name: ':�UV-er' or �61r✓%A RjUk* ►' Phone#:307510:j>s %147-0 Address: W1 ?Jn 'IV L,--,) -z-n 1 -n3 1-� City: �c-VM State: Zip: �Jq-L Qualifier Name:. L -\ Q Phone#: �J rc-�7 Skk?-o State Certification or Regis'ttation #: scc ( S1 I S I Li 011 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ I I A 0d Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace Description of Work: Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Zip: ❑ Demolition Permit Fee $ CCF $ CO/CC $ Radon Fee $ DBPR $ Notary Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 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: 1 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 NOTICEMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO Y PROPER . IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ATTORNEY EFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with n estimated value excee ing $1500, the applicant must promise in good faith that o copy of the notice of commencement and co ruction lien law brochu will be delivered to the person whose property is subject to attachment. Also, a certified copy of the reco de d notice of commenqaen t must be posted at the job site for the first inspection which occurs seven (7) days after the building ermi'issued\�In thce of such posted-ngtice, the inspection will not be approved and a reinspection fee will be charged. �� Signature OWNER or AGENT The foregoing instrument was acknowledged before me this The for going inti o'- day of 20 1 by day of P�who is personally known to me or who has produced identification and whin di NOTARY PUBLIC: Seal: as me or who had produced BARBARA MARIA RIOS Notary Public - State of Florida Commission # FF 219317 My Comm. Expires Apr 12, 2019 Seal: edftd before me this by is aersonallvJsa�own to as tion And who did take an bath. iiHRi+A+aA fVIA.91A BIOS PUBLIC:y` votary Public - State of Florida r v.» • Commission # FF 219317 7-r' My Comm. Expires Apr 12, 2019 Bonded throuoh National Notary Assn. Z/ APPROVED BY 4-3 Z t Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk } . 16 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 Appro (NO ). ifier/Oivn"6x %eftture , D :t e. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS. DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 s Master Bedroom 9 7 low - I Back Door 10 Bathroom I Family Room I 11 Bathroom I Front Door 12 Bedroom 1 Living 6 Dining Room 1 Garage 1 5 Opening # Size Type Zone Wind Pressure 1 69 x 48 5/8 Casement 5 +40.0-50.0 2 Existing to remain 3 104 1/4 x 60 1/2 Casement 4 +40.0-44.0 4 34 x 36 1/4 Casement 4 +45.0-48.0 5 34 1/8 x 36 1/4 Casement 4 +45.0-48.0 6 69 x 36 3/4 Horizontal Roller 5 +43.0-55.0 7 Existing to remain 8 69 3/4 x 33 3/4 Horizontal Roller 5 +43.0-55.0 9 71 1/2 x 37 3/4 Horizontal Roller 4 +43.0-46.0 10 36 1/8 x 25 Horizontal Roller 4 +45.0-48.0 11 36 1/4 x 36 7/8 Horizontal Roller 4 +45.0-48.0 12 69 x 36 1/2 Horizontal Roller 5 +43.0-55.0 ws- o �- (" - OCI5 V.M. Engineering, Inc. C.A. 27633 1 1'1'7Q 0117 1 G2 DT H.f;om; P1 III OA WALL COMPONENTS & CLADDING WIND PRESSURES (ASCE 7-10, FBCB-17) h<=60- Y10WALLCC H-60, © Copyright M. Villanueva 2018 [Fig 30.4-1] ROOF 00 = <=10- 0.9 Kzt = 7.00 COUNTY = 'DADE RISK CATEGORY = II Kd = 0.85 Exposure =a] Gcpi= = `+ 0.18 V[mi/hr]= Vasd= 136_ 0.775 h [ft] Kh qh [Psn EWA 1020 50 80 100 200 300 500 PW PW PW [Pstl IPstl IPS9 ZONE g h IPsfl ZONE PW [PSIIPsfl PW PW PW [Pstl [Psq PW [PSI 4 -" -46 -44 -42 -42 -40 -39-07 4 15 1.03 41.24 5 -69 -55 -50 -48 -46 -42 -40 -37 5 41.24 38 4&5 45 43 40 39 36 35 33 4&5 4 X51 -49 -46 -45 -41 -39 4 201.o8 43.35 5 -62 -68 -63 -60 '4�'-42 -44 -42 -39 5 '3.354&5 47 45 42 41 38 37 35 4&5 4 -63 -51 -48 -46 -43 -42 -41 4 26- 1.13 45.07 5 -65 -61 1-46 -65 -62 -51 -46 -44 -41 5 45.07 1 42 4&5 49 47 44 1 42 39 1 1 38 37 1 4&5 4 -52 -49 -48 -4T -45 -44 -42 4 30 1.16 46.52 5 -67 -63 -67 -62 -48 -45 42 5 46.52 11 43 4&5 50 48 45 44 41 39 38 4&5 4 -66 =54 -61 -49 -48 -46 -45 -43 4 35 1.19 47.78 5 -69 -64 -68 5 -54 -49 -46 -43 5 4��• 44 • • • • 4&5 52 49 46 45 42 40 39 • 4&5 4 -67 -65 w2 -60 -49 .47 -46 4 • 40 1.22 48.91 5 -70 -66 -60 -66 -55 -60 -47 • - 5 r18*4 sasl• 45 • 4&5 53 SU 47 46 43 41 004 4&5 4 -69 -67 -54 -62 -49 -48 6'' 4 • • • 50 1.27 50.84 5 -73 -68 -62 -69 L47 -62 -49 "'-46 5 50•8* 0000 ••• 4&5 55 52' 49 48 44 43 4&5 ALTERNATIVE WIND PRESSURES FOR BLDGS WITH 60'< h < 90' AND h/W < 1 130.6. PTION] • • • • 70 1.35 53.90 -63 -78 k4&15 -60 -72 -67 -55 -66 -62 r�-6]0 -62 -50 • 4 -65 -52 -4� 5 ".aid 58 56 52 50 47 46 44 • 4&5 -63 �0 -68 �7 -6 �3 51 4 • .... 90` 1.41 56.31-81 44061 -76 -69 -65 -63 -68 -55 -61 5 56.31 58 55 53 52 49 48 46 4&5 SAME = 1 10 20 50 80 F100 200 300 500 J=EWA NOTES: (..) refers to FBC 2017 & [... ] refers to ASCE 7-10 h= Mean Roof Height Kh= Exposure Coelf. [f30.3-1 & T26.9.1] qh= Velocity Pressure [Eq 30.311 EWA= Effective Wind Area [ 26.2] pw--(GCp-Gcpi)`gh [Eq 30.4-1] GCpi= Internal Pressure Coeff. [T26.11-1] Vult= Strength Design Wind Speed (1620.2) Vasd= Nominal Design Wind Speed (1609.3.1) a --Width of End Zone 5, Z [MIN(0.1(B,L),0.4h), MAX(0.04MIN(B or L), 3')] a= Max[Min(.1(B,L),0.4h),0.04Min(B,L),3] The extemal pressure coefficient GC varies between EWA=1 0[ft2l to 50 ft2 and stays constant beyond those limits. Leeward Walls (Negative Pressure) ``` GCp= External pressure Coeff. [Fig 30.4-1] ASCE 7-10 or GCp5 = (-1.7532 + 0.3532 LOG(EWA)) GC - -1.2766 + 0.1766 LOG ]L� Table 2-1 of ASCE 7-02 Guide Wlindward Walls (Positive Pressure) \\ G NG GCp5 = GCp4= 1.1766 - 0.1766 LOG(EWA) E N SE`�••�� No 60292 r was _ C:\Usen;Worgan\DocumentsN"ects 20181,Superior Stam Soluions\Y10WALLCC H -60 -PRESSURES 001- 4 \ M IAM 1•wows DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION OTICE OF ACCEPTANCE OA PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such 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 Am�ony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stmvp• tth the,Noh'ce off`• 0 • Acceptance number and approval date by the Miami -Dade County Product ControlAWjgp. 0..*.: • • ; MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • •' • • 0• • LABELING: Each unit shall bear a permanent label with the manufacturer'sn •, or Logi: cit state= • model/series, and following statement: "Miami -Dade County Product Control ApprQyq4", unleg$ ptherwisg . ; . • • noted herein. 0. 0. 0 0* 0 0 000:0 RENEWAL of this NOA shall be considered after a renewal application has be4'fltttand therehas 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 %wh 4 revision pr chang f • • • • in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an o&larsement 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 Approval Date: Au ust 23, 2018 8 Page i 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 Install (LM), sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 0000 4) Large Missile Impact Test per FBC, TAS 201-94 0000.. 5) Cyclic Wind Pressure Loading per FBC, TA8•20-94 .' 6) Forced Entry Test, per FBC 2411.3.2.1, anc2'PA54202-94 • • • • • • • • along with marked -up drawings and installation diagram of an aMnmi'num horizontal :0000: sliding window, prepared by Fenestration Testing Laboratory, Imo, Fest 12ptyrj bio. 0 • • FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis•O a, P.&... 00:0 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, comps ffig,with *040 • ... • . Edition (2017), dated 06/18/18 and updated on 07/25/18, prepared W maAufaGturer, ; • • • • signed and sealed by Anthony Lynn Miller, P.E. 0 0000 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#1 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 America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated July 25, 2018, 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. 0000 . . 0000 0000.. 0000.. 0000.. 0000 .. 00 000 00. . . 0000.. 0000 0. 60 66 0000 .066.4 666666 00 . . . . 66666. 0000.. 0000 .. 0000.. Manuel Pe ez P.E. Product Control x iner NOA No. 1 - 627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-2 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR ANCHOR FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). QUA' SEE TABL 2) EiHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS 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. 4) ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD SU S OV ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1 " H THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPER TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBIL 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. SILL ANCHORS MUST B SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHAL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1i/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 SEE WE PER ASTM E13D0. NOTES THIS B POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE STRUCTURAL & CYCLE NTITIE ES 1 4 23" O.C. FIF A 76" LL HE DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, SEE TABLES 2-11 LARGE & SMALL MISSILE IMPACT RESISTANT 1 Y. SASH VISIBLE 69" FIXED VISIBLE 22-112• 75" BUCK LIGHT LIGHT (B-112„ HEIGHT MAX. ISE PROCESS FOR ALL FRAME TYPES BUCK) (FNTEGRAL FIN OR EQUAL LEGlBOX). SASH VISIBLE 34-3/8" FIXED VISIBLE LIGHT ' LIGHT LIGHT OU Q OLE ET B 75" BUCK WIDTH 76"OVERALL WIDTH DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, SEE TABLES 2-11 LARGE & SMALL MISSILE IMPACT RESISTANT USER INSTRUCTIONS: INE THE SITE SPECIFIC, WINDOW DESIGN PRESSURE REQUIREMENT iA - 21 K WING YOUR GLAZING OPTION (TABLE 1), Y WIND CONFIGURATION AND SIZE, DETERMINE 1 YOUR INDOW S DESIGN PRESSURE FROM TABLES 2-11. IT UST EQUAL OR EXCEED THE DESIGN N PRESS RE REQUIREMENT FOR THE 22-112• WIN OPENING OBTAINED IN STEP 1. O.C. (B-112„ 3) DETE INE THE ANCHOR QUANTITY FROM - -18. TJINSTA Y 4)AS PER SHEET 15 FOR FLANGE 1 INION, SHEET 16 FOR EQUAL LEG N INION OR SHEET 17 FOR INTEGRAL FIN N (7 N 2 W INION. 9" MAX. (B-112„ NIGN PRESSURE RATING DETERMINATION MAX. ISE PROCESS FOR ALL FRAME TYPES BUCK) (FNTEGRAL FIN OR EQUAL LEGlBOX). TESTING AND GLASS PERASTM E1300. P. FLANGE XO ELEVATION OX SIM. 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 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 BU ILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7891 & 18-7891.01; ELCO ULTRACON NOA: ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. TABLE 1: Glees I D•wripdon (Listed from Exterlorto Interior) ^XOI OX XOX 1 ^XOI OX XOX Type SG= KURARAY SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. PV'B = KURARAY TROSIFOL• PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED I yT-5/8" X.300' WITH PLASTIC BAFFLE, 2)1 WEEPHOLE LOCATED AT 4- FROM EACH END, 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. �20.Cla`.^� I O.C. I ` 12-0.0 Y = O �o N N (7 N 2 W C 56" O rYj O C 63" O Z o SASH VISIBLE FIXED VISIBLE / OVERALL LIGHT /E;� LIGHT OU Q HEIGHT -N LU ¢a d L F 22-1/2' O Z O 62" O U O.C. Q W _ W BUCK HEIGHT 34 SASH 55-318" FIXED VISIBLE LIGHT 1V =e co VISIBLE LIGHT 0 F- haus 11 Z Q LL OF Z 9'• O r B SEE WEEPHOLE z OTES, o6• • • { 119" BUCK WIDTH THIS SHEET 16 EL•SHCET�7 FSR • 120" OVERALL WIDTH - 14 10 17 INI�Iy�RACFIM • • 14 78 AN�Ho�LAcTI�E • • • TYP. FLANGE XOX ELEVATION 14 • • C G • • • MAX. DIMENSIONS ALLOWED SHOWN 14 17 14 18 GENERAL NOTES..................................1 14 18 ELEVATIONS..........................................1 CODES / STANDARDS USED: 14 18 GLASS TYPES TABLE ...........................1 1 1 • • • • • • •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION DESIGN PRESSURES ........................... 2-9 • • • • • • •ASTM E7300-09 ANCHOR QUANTITIES... ....................... 10-14 0 • • • • •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION INSTALLATION 1 ANCHOR SPECS....... 15-17 • • • • • • • • • • !ALUMINUM DESIGN MANUAL, ADM -2016 EXTRUSION PROFILES ........................ 18 • • • • • • • 1A Sl SIM12 CORNER ASSEMBLY.. ...... ................... 19 •AISC 360-10 PARTS LIST............................................19 • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • W or Y = O �o N N (7 N 2 W alio i O rYj O _ (n O Z o Z LL W U Wd o� e u .o� OU Q -N LU ¢a d L F 9mo O Z O Z O U W J J O Q W _ W LL O n ® a 1V =e co Fr 0 F- haus < Z Q LL OF Z J < O r u U z Q LLIJ 2: ap�l osa0 sa�ia5 `111111111111/7/ / NY,LYN!v.,y�i �� •.• 1,1GEN,YF •. <C2 i No. 58705 '0,n•'-, STATE �'�S70NAL 111111111111 A. LYNN MILLER, P.E. P.E.# 58705 Overall Design Pressure (Ibs/li) for XO & OX Windows Glass Type: 1 AIRSPACE 1/8"AN GLASS Width 37" Overall Hgt. +65.0 -80.0 49" Overall Hgt. +65.0 -80.0 55" Overall Hgt. +65.0 -80.0 63" Overall Hgt. +65.0 -80.0 25" +65.0 Meeting Rail: Standard +65.0 -80.0 D90"PVB -118" AN GLASS '4� 22-118" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt.- 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 30 24 1n"NOM. EXTERIOR GLASS SITE 74 32 GLASS TYPE 1 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 65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 74" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +63.3 -63.3 Overall Width Design Pressure (Ibs/fe) for XO & OX Windows Glass Types: 2, 3, 5, 6, 7 Meeting Rail: Standard AIRSPACE 20" 22-118" Overall Hgt. +65.0 -80.0 37" Overall Hgt. +65.0 -80.0 49" Overall Hgt. +65.0 -80.0 55" Overall Hgt. +65.0 -80.0 63" Overall Hgt. +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 -80.0 +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 1 +65.0 -80.0 1 +65.0 -80.0 6T' +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 80.0 +65.0 -80.0 +65.0 -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/B' HS GLASS 3/16" AN GLASS .090" PVB .090" PVB 1!8" HS GLASS 3/18" AN GLASS 23 30 12" NOM. 1/2" NOM. GLASS SITE GLASS BITE EXTERIOR a GLASS TYPE 2 13/16" NOM. - �- GLASS STACK AIRSPACE 090" PVB 1/8"TEMPERED Ire"AN GLASS .. ".... EXTERIOR a GLASS TYPE 3 a0 13/16" NOM. GLASS STACK AIRSPACE .090" PVB �r�nlrt �0 12'NOM. (n 3 TP GLASS 1/8" AN GLASS 31rGLASS 0 GLASS BITE EXTERIOR U 04 i y EXTERIOR O O w to Z QJO av W , O Z w(O ® a • • • • • • • • 70-73 • •• • • • • ••• NR 38 OMO O z •• ••• •• • • • •• GLASS TYPE 5 •• ••• • ••• • • ® ri 0 laa4s O = (n w a o o • • •• • • • • • • • • • • • 609 • EXTERIOR a GLASS TYPE 3 a0 13/16" NOM. GLASS STACK AIRSPACE .090" PVB 3/16" AN OR (n 3 TP GLASS 1/8" AN GLASS 31rGLASS 0 16OR 1B EXTERIOR U 04 i y a O O w to Z QJO av W , O Z w(O ® a e r csi U d J uMo. ••• • • • ••• • • EXTERIOR a GLASS TYPE 3 a0 13/16" NOM. GLASS STACK AIRSPACE .090" PVB 3/16" AN OR (n 3 TP GLASS 1/8" AN GLASS 31rGLASS 0 16OR 1B EXTERIOR U 04 i y a GLASS TYPE 7 (TEMPERED) ci a0 Y W ? > y cl)O (n 3 116 0 it o 0 U 04 i y O O w to Z QJO av W , O Z w(O ® a e r csi U d J uMo. � ¢ oN LU S2 O W .-. >� U) OMO O z Z U OfU) W J J M LL JF O Ocr LUN ® ri 0 laa4s O = (n w a o o Z Z n z C7 O JFn W Of S as �00 saiag * : • No. 58705 ' O� . STA O !v \ � CCsS/ ONAL 7177�� ` A LYNN MILLER. P.E. P.E.# 58705 Overall Width Design Pressure (IbsW) for XO & OX Windows Glass Type: 4 Meeting Rail: Standard • • 20" 22-1/6" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -BO.O +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80. 37" 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80. 49" +65.0 80.0 +65.0 X0.0 +65.0 X0.0 +65.0 80.0 +85.0 �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 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 74" +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 77.1 +64.9 X4.9 TORI F 4 Overall Width Design Pressure (Ibs/fe) for XO & OX Windows Glass Types: 8 thru 15 Meeting Rail: Standard • • 20" 22-1/8" Overall Hgt. +80.0 -110.0 37" Overall Hgt. +80.0 -110.0 49" Overall Hgt. +80.0 -110.0 55" Overall Hgt. +80.0 -110.0 63" Overall Hgt. +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 +80.0 1 -110.0 +80.0 -95.7' 74" +80.0 -110.0 1 +80.0 -110.0 1 +80.0 -110.0 +80.0 1 -110.0 +80.0 -90.0" 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. rGLASS STACK AIRSPACE 090" PVB 1/8" AN GLASS _ 1 /B" AN GLASS 1R"NOM. GLASS BITE EXTERIOR a �OR 36 GLASS TYPE 4 3/16" AN OR HS GLASS .090" SG 3116" AN OR HS GLASS 112" NOM. GLASS SITE EXTERIOR a GLASS TYPE 9 (HEAT STRENGTHENED) 13116" NOM. GLASS STACK AIRSPACE 090" ' 1/8" AN OR TP GLASS 118" HS GIASS "-I WU FVK ULAJS I TVtS V, 1Z, l J. 14610 •• ••• • • • • • • • • • • • • • Q 1B 12" NOM. • • GL•SS4YP6S B• l So • • • LOXTERIOR GLASS BITE • MPR NOT B• USED 0 • -i- • • WITAffrEGR*L FINO • • • a • FRAMES 70-73 33 OR 38 • • • • • • • • • • CLASS TYPE 12 (ANNEALED) i • i i i • • • :G SS TYPE 13 (TEMPERED) • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • U c,4 O O�j J O O Z Z �v O Z lL fD t4 LU r UU JH uMaO ~ Z O �N • •• •• • • • •• •• ••• • • • ••• • • 13116" NOM. GLASS STACK AIRSPACE 090" SG 1/8" AN OR TP GLASS _ 3/16" AN GLASS 112"NOM. GLASS SITE EXTERIOR a 70-73 33 OR 3B GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) 13116" NOM. GLASS STACK AIRSPACE 090" SG 3116" AN OR TP GLASS 1!8" HS GLASS 13OR 18 4(GLIA EXTERIOR @OR 33B GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) w � 0! Y o yo O U U c,4 O O�j J O O Z Z �v O Z lL fD t4 LU r UU JH uMaO ~ Z O �N Wy >� MO � a Z Z 0 W 0¢ O W LU rn O � m w U) laays tO = W o j a o Z Z n it U g C7 Q O = ewl 1 -0 * :• No. 58705 ATE OF /,11 NAL I I1``�` A LYNN MILLER, P.E. P.E.# 58705 Overall Width 3116 " AN OR Design Pressure (ibs/fe) for XO & OX Windows HS GLASS Glass Types: 8 thru 15 Meeting Rail: Heavy -Duty .090" SG 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall 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 3T' +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 +80.0 -110.0 +80.0 ap!1 -asap 76" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 EXTERIOR 70-73 3�OR 38 GLASS TYPE 10 (ANNEALED GLASS TYPE 11 (TEMPERED) .' -110.0 3116 " AN OR -109.$' HS GLASS AIRSPACE .090" SG 3116" AN OR MAY NOT BE USED 30 Hs GLASS 105.8' 3/16" AN GLASS 31 23 74 IOR 16 U' Ni w OO • • 1/2' NOM. a O GLASS BRE GLASS BITE EXTERIOR Z O a ••• •Q-;•. • • 74 o'u' O Ud o 2 32 �e U Maip GLASS TYPE 8 CD < w GLASS TYPE 9 EXTERIOR 70-73 3�OR 38 GLASS TYPE 10 (ANNEALED GLASS TYPE 11 (TEMPERED) .' -110.0 13/16" NOM. -109.$' GLASS STACK AIRSPACE .090" SG 118" AN OR MAY NOT BE USED 110.0 TP GLASS 105.8' 3/16" AN GLASS 31 0 FRAMES 74 IOR 16 U' Ni w OO • • x U) a O GLASS BRE EXTERIOR 70-73 3�OR 38 GLASS TYPE 10 (ANNEALED GLASS TYPE 11 (TEMPERED) .' -110.0 +$O,Q -109.$' GLASS TYPES 5 - 15 H M pNY LYNN MAY NOT BE USED 110.0 +80.0 105.8' WITH INTEGRAL FIN '-110.0 FOR GLASS TYPES 8-13 8 15 0 FRAMES O �.1 13/16" NOM. 13/16" NOM. I- GLASS STACK I GLASS STACK AIRSPACE" SG AIRSPACE .090" SG 1/8" AN OR 3/16" AN OR TP GLASS 118" HS GLASS TP GLASS 118" HS GLASS 31 74 S_\ 1 74 I >1�F OR 16 12" NOM. 1�OR 18 1/2" NOM. GLASS 817E I GLASS BITE EXTERIOR C] 70.73 �OR 36 GLASS TYPE 12 (ANNEALED GLASS TYPE 13 (TEMPERED) EXTERIOR a GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) W i co • • • H M pNY LYNN 'nay � w O ? N • • • n el op O •• U' Ni w OO • • x U) a O J • ZW Z O Z w 1p ••• •Q-;•. • • .•� o'u' O Ud o 2 J �e U Maip r CD < w •• No. 58705 ••• Q S2 • • pM0 6 Z NOTES:AD Z o v W O 0 W m F LL O •,•��� � R � M w v ® N ' ' ., ( �� SS7 . '.. WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. • • • 0 O j U) laa4s • • • \ �i NAL = w o • • • (L o w Z_ Z C7 r - O J W Ir = ¢ O ap!1 -asap sauag ••• 00 • • • ••• • pNY LYNN •• • • • • • • • •• • • • • • • • `\ • • •• • • • • ••• •Q-;•. • • .•� • • • • • • • • • • •• No. 58705 ••• • • • ••• • • NOTES:AD •,•��� � R 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG ' ' ., ( �� SS7 . '.. WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. • • • • • • • • \ �i NAL • • • • • • • • • • • • • • • • • • • • • • \\ ////111111{1\ 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • A. LYNN MILLER, P,E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TA RI P, Overall Width Sash Configuration Sash Width Range (in) Design Pressure (Ibslti2) for XOX Windows Glass Types: 1, 4, 5 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" 1/4-1/2-1/41/4-1/2-1/412.038 - 12.052 +60.0 -%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 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/a -1/z-1/4 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 a 1/3 Y3-�/3 13.303 - 16.675 +60.0 -60.0 +60.0 -60.0 +60.0 160.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 53-1I8" %-Y2-% 12.038 - 14.333 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/-Y3'1/3 14.334 - 18.050 +60.0 160.0 +60.0 1 -60.0 +60.0 160.0 +60A -60.0 1 +60.0 -60.0 +60.0 1 160.0 61" /4 -1/z -Ya 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 Y4 -1/z --y4 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 50.0 +60.0 160.0 %-%-1/3 22.186 - 25.675 +60.0 160.0 +60.0 -60.0 +60.0 -60.0 1+60.0 -60.0 +60.0 1 -60.0 +60.0 160.0 ya-1/z 1/4 " -24.082 +60.0 -60.0 +60.0 1 -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 +60.0 160.0 +57.8 -57.8 1/3-%3 1/3 26.166 - 31.038 +60.0 160.0 +60.0 -60.0 +60.0 160.0 +60.0 -60.0 +60.0 -60.0 +60.0 160.0 Y4 -1/2-y4 -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 9T' 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 -55.5 custom 27.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 160.0 +60.0 -60.0 +60.0 -60.0 +58.6 -58.6 %41/2-1/4 '� 28.302 +60.0 60.0 +60.0 60.0 +60.0 160.0 +58.2 58.2 +53.9 53.9 +48.7 118.7 109" custom 28.303 - 29.185 +60.0 160.0 +g0.0 160.0 +60.0 160.0 +60.0 -60.0 +59.8 -59.8 +51.3 S' 1.3 custom 29.186 - 31.038 +60.0 160.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +52.5 -52.5 120" 1/a--1/2-1/4 -31.038, +60.0 50.0 +60.0 -60.0 +60.0 130.0 +58.2 58.2 +53.9 53.9 +48.7 48.7 "MIN. SASH WIDTH (FLANGE WINDOWS)= UVtHALLWIUIH-5/.724 2 MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN, FOR INTEGRAL FIN AND EQ UAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) I -OR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 13/16" NOM. GLASS STACK AIRSPACE 090" PVB �3 1/8" AN GLASS 118" AN GLASS 12"NOM. GLASS BITE EXT=GLASS ®OR i L 13116" NOM. GLASS STACK AIRSPACE OW PVB 1/6TP11 1/8" AN 12" NOM, GLASS BITE EXTERIOR - ®OR 3B GLASS TYPE 5 W ro -1/8" AN GLASS .090" PV8 0 1/8" AN GLASS o aloo 30 24 i Q Z O -1 z- m� W 12" NOM. s� UUd oa � Fa u I. GLASS BRE EXTERIOR �Ma t` > rn Z o Z v o 74 32 W 0 O GLASS TYPE 1 13/16" NOM. GLASS STACK AIRSPACE 090" PVB �3 1/8" AN GLASS 118" AN GLASS 12"NOM. GLASS BITE EXT=GLASS ®OR i L 13116" NOM. GLASS STACK AIRSPACE OW PVB 1/6TP11 1/8" AN 12" NOM, GLASS BITE EXTERIOR - ®OR 3B GLASS TYPE 5 W ro Y 0 o o aloo U)i O N D-' Q Z O -1 z- m� W O r s� UUd oa � Fa u I. FW_ Lu r¢ �Ma t` > rn Z o Z v o U W 0 O W J F O i- ® 6 -CO N W a' O = CO U) ,aays o a z_ z n W O 0 J Q W �0 = saua5 ``\111111111//// V LYAI \`'CA t \ON GEN... . * No.58705 OF'�'.(V��: /1/111111111` A LYNN MILLER, P.E. P.E.# 58705 TART F A Oeerall Width Sash Configuration Sash Width Range (in) Design Pressure (lbs/f?) for XOX Windows Glass Types: 2, 3 Meeting Rail: Standard 21-1/8" O%erall Hgt. 29" O%erall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" OVerall Hgt. 63" O%erall Hgt. 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" /4 -Y2--�/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 1/3-1/3-Y3 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 53-1l8" %-�/2-�/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 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 61" 1/4-y2-1/4 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 -Y3 -Y3 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 Y/ %2 1/4 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 1/3-1/3-1/3 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 -1/z-1/4 -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 1/3-1/3-1/3 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/a-1/2-1/4 " -25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 9T' 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-y3-1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/a -1/2-Y4 " -28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 109" 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 -80.0 '/3y3-1/3 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 Ya --1/ 1/4 " -29,463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 113-5/8" 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 Y3-1/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4-1/2-1/4 " -31.05211 +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 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 custom 33.186 - 38.222 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 X0.0 •• MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 '• MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) a 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 I 1/8" HS GLASS 30 24 1PPrvvcA ae wwpkyin` w4• lb 14� 1/2" NOM. i�: GLASS BITEEXTERIOR74 32 GLASS TYPE 2 3/16" AN GLASS .090" PVB 30 3/16" AN GLASS 00 W �n 23 ? w rte) 5 as 12'NOM. cc 0 O r o 00 GLASS BIn ITE U) H EXTERIOR N i 4 'IO0 o O OJ a U) z 74 Z LL g m W 32 GLASS TYPE 3 v v d o N ~ W U G r / 9a0 � rn � z O Z u W W O) 0 H O O x m W ® rn IV K it O Q) ,::4s = W Ir o D- O Z Z n w � � O J W = �pNY.LYNN * No. 58705 %�O S ATET pF FS ''•F.<ORIDP.••'G��� �''�S��NAt. EN�•�• /)III 111111 A. LYNN MILLER, P.E. P.E.N 58705 Overall Width Sash Configuration Sash Width (� Range In 9 ) Design Pressure (IbS/ft�) 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. cYn . as 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 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" %-Y2-1/4 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 1/3-1/ 1/3 13.303 - 16.675 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-118" y4 -y, -y4 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 -80.0 +65.0 -80.0 +65.0 -80.0 61" �/4 1/ 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/ Y3 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 Y, -Y,-1/4 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 -72.98 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 %3 -%?/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 1/a-yz-Ya " -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 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 -1/3-y3 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 -25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 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 -77.9 1/3-1/3 1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 109" 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 -72.0 3-1/3 y3 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 -75.8 -29,463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 113-5/8" 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 -70.6 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 +65.0 -80.0 +65.0 -76.9 y, -y2 -y, -31,052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 +65.0 -68.4 custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 "MIN. SASH WIDTH (FLANGE WINDOWS) - OVERALL W2IDTH -58.556 MIN. SASH WIDTH (FIN B 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. "-80.0 FOR GLASS TYPE 7 • • • • • • 175.0 iOR G:ASSbTYPE# • • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 13/16" NOM. -�- GLASS STACK AIRSPACE 090" PVB 3/16" AN OR TP GLASS 1/6" AN GLASS 1�OR 16 112" NOM. GLA55 BITE EXTERIOR a GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) No. 58705 .�-7 'i �s •' •FLORIDA.. •'G\C� � S'ONAL ISN ` A. LYNN MILLER, P,E. P.E.# 58705 co LU > m cYn . as O O En N 0 N '120 'r � O rn O Z 0 J O ZU- W ) O U Q a3 0 ! _Js r �za :;i Q oN LU n> u Z U LU J W J F O � � w � O U) laaa's = LU o D Z Z w U n O J Lu = Q anal O � saa s yas No. 58705 .�-7 'i �s •' •FLORIDA.. •'G\C� � S'ONAL ISN ` A. LYNN MILLER, P,E. P.E.# 58705 Overall Width Sash Configuration Sash Width Range (in) Design Pressure (Ibs/T[) for XOX Windows 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. Glass Types: 8, 10, 11 Meeting Rail: Standard 55" Overall Hgt. 63" Overall Hgt. SG 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 C) (W.) 1/3-1/3-1/312.053 - 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" %-%-Y4 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 1/8' AN OR Y3 -Y3-1/3 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" 1/a--y2-y4 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 GLASS TYPE 11 (TEMPERED) Y3 -y3-1/3 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" /a -%-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 Y3-1/3-1/3 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/ 1/%4 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 Y3-1/3-1/3 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 y4 -y2 -y4 " -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 92-1/8" 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 -105.2 Y3 -Y3-1/3 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 -102.3 1/a-yz-ya " -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 1/3-1/3 Y3 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 Y4-yz--1/a '- -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 Ya --1/ 1/4 " -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 113-5/8" 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 1/3-1/3-Y3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.3 1/a -%2-1/a - -31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -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 +80.0 710.0 +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 +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 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. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• • • • . • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W °r_ Y 3/16" AN GLASS .090" SG W o y >-J.0 9 O 0) 3/16" AN GLASS (9 N z w O��j w d' W < a Z QJ O y Z LL- mx s cv V Z Uj n O ti C) (W.) _I um oi0 12" NOM. 1EXTE11111 J )- N GLASS BITE �>0 O Z Z ua WW U., Jin 0 O LU � m r - u- O CIDIxW 74 ® N. j GLASS TYPE 8 13/18" NOM. coa W laays GLASS STACK AIRSPACE 0= 0_ < O .090" SG 1/8' AN OR Z f. - LU O TP GLASS W = 3/18" AN GLASS 31 74 21{ 0 1B �J 'sap sa�ia5 1lYNOM. No.58705 •� *_ ••[[/�� V711 •'•, GLASS BITE EXTERIOR lllll\ A LYNN MILLER, P.E. P. E.p 58705 ®OR 3B 70-73 GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) TYPES 8.15 'GLASS MAY NOT BE USED WITH INTEGRAL FIN • FRAMES W °r_ Y v O W o y >-J.0 9 O 0) as (9 N z w O��j w d' W < a Z QJ O y Z LL- mx s cv V Z Uj n O ti C) (W.) _I um oi0 O W a K J )- N oN 9MO �>0 O Z Z ua WW U., Jin 0 O LU � m r - u- O CIDIxW ® N. j = coa W laays o 0= 0_ < O w Z Z f. - LU O J W = < all �1 'sap sa�ia5 No.58705 •� *_ ••[[/�� V711 •'•, i T F'• s70NAL�t \`\ lllll\ A LYNN MILLER, P.E. P. E.p 58705 Overall Width Sash Configuration Sash Width Range n9 (in) ) Design Pressure (Ibs/ftp) for XOX Windows Glass Types: 9, 12, 13, 14, 15 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 3T' 01,erall Hgt. 49" 0 1 Hgt. 55" Overall Hgt. 63" Oeerall Hgt. 1/4'y2 1/4 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 • • • 1/3-1/3-1/3 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" %4 1/_1/4 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 31 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" Ya -1/2 1/4 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/ 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80-0 1 -110.0 61" %4 1/_1/4 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 GLASS TYPE 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 1/41/2_Y4 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-Y3--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 1/4 % %4 " -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 1/3j/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/ ?/4 " -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 1 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 Y, -i/2 -Y, " -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 +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'%2 1/4 " -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` 113-5/8" 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 -110.0 1/3 %3-%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 +80.0 -110.0 1/4'%_Y4 " -31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 120" 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 +80.0 -110.0 +80.0 -110.0 +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. ••• • • • s ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • -nu.0 rvn vuwa area a m .090" SG w 3116" HS GLASS 30 alDp O 23 O J S w • • GL14SS4rYPCS 841115 • 1 • • • • • MAY AOT Bf UStD • oN WITH INTEGRAL FIN • FRAMES •• ••• N > • ••• • • ZN GLASS TYPE 9 13116" NOM. GLASS STACK AIRSPACE • • • • • • • • • • • • • •e • • • • • • • O aav5 1B" HS GLASS 31 ••• • • • s ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • W � m 3116" HS GLASS .090" SG w 3116" HS GLASS 30 alDp O 23 O J S w O 12" NOM. GLASS BITE EXTERIOR umaip oN a N > 74 32 ZN GLASS TYPE 9 13116" NOM. GLASS STACK AIRSPACE 01 r LL O .090" SG 118" AN OR W D= � _ TP GLASS O aav5 1B" HS GLASS 31 x w 74 OR 1B a o K Z Z r 12"NOM. JWM GLASS SITE EXTERIOR 'asap s uaS a OR 3B 70-73 GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) 13116" NOM. GLASS STACK AIRSPACE .090" SG 3116" AN OR TP GLASS 1B"HS GLASS 31 74 OR 18 12"NOM. GLASS BITE EXTERIOR a yOR 38 70-73 GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) W � m Y rn w O N Z w v alDp O 7 Q O O J S w O Z LL xL J J umaip oN Wu N > CO ZN J -' O J M < 01 r LL O ® a of N W D= � _ � O O aav5 $ x w LL O a o K Z Z r v JWM a'7!1 'asap s uaS 111\1111l111j ONY LYNIV P���•'• VICENSF ��((� No. 58705 ipO•." l �jW �/,,,,IVAL IENG �\ A LYNN MILLER, P.E. P.E.# 58705 TAR[ F IA GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: CLUSTER OF 3 2 ANCHORS ANCHORS4 ANCHOI 2 ANCHORS AT AT THE CENTERED AT THE THE FIXED LITE IN THE SASH MEETING RAIL JAMB 23" MAX. O.C. ---- - - --- 9" MAX. X O /22 10 / MAx o c "j MEETING RAIL IT REPEAT ANCHOR PATTERN AT SILL 12" MAX. O.C. --r-► 2 -ANCHOR CLUSTER DETAIL w > H Glass Types: 1 thru 7 . ,a Anchor Quantities for XO & OX Windows for XO & OX Windows > Imo. arop O 0 N zN O Meeting Rail: Standard Overall Width 22-1/8" Overall Hgt. T' Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 1 63" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. Fa n LU 00 a ~O W nE U Mob Head &Sill EHead m Head & Sill E Head & Sill Head &Sill Head &Sill -� 20"W2+ 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 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" t+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 61" t+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 6T' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1' 3 7 2+C2+2 --T-2 " 976 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 ' 3 TAR[ F IA GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: CLUSTER OF 3 2 ANCHORS ANCHORS4 ANCHOI 2 ANCHORS AT AT THE CENTERED AT THE THE FIXED LITE IN THE SASH MEETING RAIL JAMB 23" MAX. O.C. ---- - - --- 9" MAX. X O /22 10 / MAx o c "j MEETING RAIL IT REPEAT ANCHOR PATTERN AT SILL 12" MAX. O.C. --r-► 2 -ANCHOR CLUSTER DETAIL w > H Glass Types: 8 thru 15 . ,a Anchor Quantities for XO & OX Windows for XO & OX Windows > Imo. arop O 0 N zN O Meeting Rail: Standard Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. Fa n LU 00 a ~O W J F U Mob Head & Sill EHead m & Sill E m Head & Sill E Head & Sill E Head & Sill E m 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" t+C2+1 2 1+C2+1 2 1+C2+1 31 1+C2+1 31 1+C3+1 3 61" t+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 74" 2+C2+2 --T-2 " 976 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 4 TAR[ F IA GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: CLUSTER OF 3 2 ANCHORS ANCHORS4 ANCHOI 2 ANCHORS AT AT THE CENTERED AT THE THE FIXED LITE IN THE SASH MEETING RAIL JAMB 23" MAX. O.C. ---- - - --- 9" MAX. X O /22 10 / MAx o c "j MEETING RAIL IT REPEAT ANCHOR PATTERN AT SILL 12" MAX. O.C. --r-► 2 -ANCHOR CLUSTER DETAIL • F MAX. O.C. r— 4" MAX. O.C. l 1 • • i i i 4 -ANCHOR i i • • FLUSTER DETAIL CLUSTER DETAIL NOTES: • *00 1 OVERASL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG • • • • WI%DCtMIUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE • • • •' To DE-g:RFJNE THE WINDOW SIZE. • • • • • • • y GOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • • ••• • • • ••• • • w > H Glass Types: 8 thru 15 . ,a Anchor Quantities for XO & OX Windows > Imo. arop O 0 N zN O K O Meeting Rail: Heavy -Duty Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. Fa n LU 00 a ~O W J F U Mob 'oN a Head & Sill E Head & Sill E Head & Sill E Head & Sill -> E Head & Sill m J 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+Cj#1• 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C +.l 4 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+Qt. i 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 " 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 " 976 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 34C +2 • 4 " 2+C2+2 121 2+C2+2 12 2+C3+2 131 2+C3+2 131 2+C3+2 141 1+Ca+2 • t 5 • F MAX. O.C. r— 4" MAX. O.C. l 1 • • i i i 4 -ANCHOR i i • • FLUSTER DETAIL CLUSTER DETAIL NOTES: • *00 1 OVERASL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG • • • • WI%DCtMIUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE • • • •' To DE-g:RFJNE THE WINDOW SIZE. • • • • • • • y GOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • • ••• • • • ••• • • \�lvlllllrrrrii LYNN .. No. 58705 //�Sd ���'' tis FtORIDP ........... . •'G���: O/VAL 1EN `. A. LYNN MILLER, P.E. P.E.# 58705 w > H rYn . ,a w o o M o O (n > Imo. arop O 0 N zN O K O Z Z O LL O ! 2 Z LL m i W -� O n U (00 o� U U d o'`, Fa n LU 00 a ~O W J F U Mob 'oN a ✓Mp Z ° J w m LL O H O o - K F- aaays 0 x � Q d Q O Z 0 r• w O � U n � -j 2 x a} ��ap sauas \�lvlllllrrrrii LYNN .. No. 58705 //�Sd ���'' tis FtORIDP ........... . •'G���: O/VAL 1EN `. A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Sash Width Range (n) Anchor Quantities 21-1/8" Overall Hgt. 29" Overall Hgt. a a Head & Sill Head & Sill E for XOX Windows 37" Overall Hgt. 1 49" Overall Hgt. a Head & Sill Head &Sill Glass Types: 1, 4, 5 Meeting Rail: Standard 55' Overall Hgt. 63" Overall Hgt. a a a Head &Sill Head &Sill W • �/4-1/z-1/4 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+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 O �� 0 p JLL 1/3-%-Y3 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 • 1/a -1/i 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 49 �/3-'/3-Y3 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 O y4-1/2 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 53-1/8" Y3-1/3 %/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 z %-1/z-%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 61" %/3-�/3-�/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+C2+1+C2+1 3 1/a -y2-1/4 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" custom 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 %-Y3-Y3 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+C2+1+C2+1 3 1+C2+1+C2+1 3 Y4-1/2-1/4 -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+C2+3+C2+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+C2+2+C2+1 3 1+C2+2+C2+1 3 1/3'y3-1/3 26.186 - 31.038 1+C2+1+C2+1 2 1+C2+1+02+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 Ya -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+3+C2+1 31 1+C2+3+C2+1 31 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 3 1+C2+2+C2+1 3 1/4 1/z -Y4 - -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+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 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 1 3 120" 1/4-1/2-1/4 -31.038 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 SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57.924 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 58.924 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. GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: 12" MAX. O.C. 2 -ANCHOR CLUSTER DETAIL cwa��n vr� """"�^"' 3ANCHORS 1 ANCHOR AT ANCHORS ANCHORS IN THE THE SASH CENTEREDATTHE 3ANCHORS AT CENTERED AT THE JAMB MEETING RAIL THE FIXED LITE MEETING RAIL 22-1/2" M. Q.C. • • • 0 • • • 1 ANCHOR AT 9' MAX. • t • • -���• 12" MAX. O.C. THE SASH -J `----� �- 9" MAX. / X � O X • • • • • • •EETINSAUL • REPEAT ANCHOR PATTERN AT SILL • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • ••• • • • • ••• • • u r o M O r as n o CO N 2 y atop O Q O O �� 0 p JLL _ W Z O Z C N • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • d 0oLU Y v O 3 u r o M O r as n o CO N 2 y atop O Q O O �� 0 p JLL _ W Z O Z C N = 1. 0") d o J ,(g uMo p f• CD ~ Lu J N o) O Z 0 J w m LL O 1-- O 8 ® cc Y � = N 0 O F- ~ Z laays 5 = 3 < g O Q o z z U g S U � J Z = hill 0 7335 ONL At CENSE No. 58705 'TE d s7 8g� i �s '•FtORIDP,.••• NR' S/ONAL 100" A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Sash width Range (in) Anchor Quantities for XOX Windows 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. a a a Head & Sill E Head &Sill Head & Sill Head & Sill Glass Types: Meeting Rail: 55" Overall Hgt. a E Head & Sill 2, 3, 7 Standard 63" O%erall Hgt. M Head & Sill E • 1/41/2-1� 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 44" 1/3-%31/3 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 • y, -y2 -y, 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 49" 1/a -%s !/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Q. Ya -1/2-%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 3 531 /8 a 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 � 4-1/2-1/41 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 61" 16.303-20.675 1+C2+1+C2+1 2 i+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 Ya -1/2-1/4 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" custom 20.053-22.165 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-'/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+C2+1+C2+1 3 1+C2+1+C2+1 3 y, -y2 -y4 - -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 92-1/8" custom 24.063-26.185 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+C2+2+C2+1 3 1+C3+2+C3+1 3 Ys /,% 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 Ys -1/2-1/4 - -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+C3+3+C3+1 3 9T' 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+C3+2+C3+1 3 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 y4 -y2 -y, " -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+02+3+C2+1 3 1+C3+3+C3+1 3 1/3-1/31/3 30.186 - 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 Y4 -1/2-y4 - -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 1135/8" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3-1/3-1/3 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 %2 % •• -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+1 3 1+C3+3+C3+1 3 custom 33.186 -38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 121 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 •• 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 -TP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • 1•WICHOR AT • • • • • • • • THE SASH •• • i i i21-:2" mAk.0.c. • • • • • • • • • • 9"gNAX. I •• ••• • ••• • • / X_ / O • • • • • • • • • • • MEETING 12" MAX. O.C. 2 -ANCHOR CLUSTER DETAIL 6" MAX. O.C. r- 3 -ANCHOR GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: CLUSTEROF ANCHORS :NTEREDATTHE 3ANCHORS AT MEETING RAIL THE FIXED LTTE ••• • • • • ••• • • w O o to > n i CO N z atop O O�� N O Z OJp af4 Z LL m • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLUSTELATTHE 3 ANCHOi ANCHIN THE _NTEREDJAMB MEETIN F1 ANCHOR AT 12" MAX. O.C. THE SASH -� r-� F 9 MAX. X REPEAT ANCHOR PATTERN AT SILL •\\XoNY LYNN ' .•''�10ENgF'% * ; No.58705 p :.�7 O��S 'O"4 OR OF G\((7: P .•" sCONAL 0\\ A. LYNN MILLER, P.E. P. E'# 58705 ro L W i > vi ton�aa w O o to > n i CO N z atop O O�� N O Z OJp af4 Z LL m _ WC) n tt- t0 c5 LLI o�e J U-0 Co ¢ aN OW n > F- N DMO O Z V Jm O W LL F- O ® Q. } F N N. O ¢ taa4s x � a l7 o Z 0 0 � U � x U � J Z x Q Q ap!1 rosaO s uag •\\XoNY LYNN ' .•''�10ENgF'% * ; No.58705 p :.�7 O��S 'O"4 OR OF G\((7: P .•" sCONAL 0\\ A. LYNN MILLER, P.E. P. E'# 58705 TABLE 17: Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities 21-1/8" Overcall Hgt. 29" Overall Hgt. n a Head &Sill E Head & Sill E for XOX Windows 37" Overall Hgt. 49" Overall Hgt, c Head &Sill E0Head & Sill Glass Types: Meeting Rail: 55" Overall Fk,1t. a a E Head & Sill E 8, 10, 11 Standard 63" Overall Hgt. a Head & Sill E as 1/a-Yz-Ya 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 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" 1/4-Y2-% 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 • • • • • 1/3-1/3-1/3 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 3 531/8" 1/a-%2-1/4 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-%-% 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" %4-1/i 1/a 112.038 -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 t+C3+2+C3+1 3 1/3_1/3_%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 31 1+C2+1+C2+1 3 1+C3+1+C3+1 3 Ya -1/z -Y4 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 21 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 1/31/3-1/3 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 • • • y, -y2 -l/, -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 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 • %4 1/2_7/4 '- -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 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 t+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 1/;-1/3 �/3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1F+2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 �a-�i �a 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 t+C3+3+C3+1 3 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/s-1/3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 %a-1/i1/a `" -29.463 1+C2+3+C2+1 2 1+C2+3+C2+12+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 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+12+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/31/3-1/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+22+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 %4_1/2_% "" -31.052 1+C2+3+C2+1 2 1+C2+3+C2+12+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 31+C3+3+C3+1 3 120" custom 31.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+12+3+C2+12 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3custom 33.186-38.222 2+C2+2+C2+2 2 2+C2+3+C2+22+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+3+C3+2 3 12" MAX. O.C. 2 -ANCHOR CLUSTER DETAIL 6" MAX. O.C. �- 3 -ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: "" MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 W ? > 0 2 as f5 �r��ppi d U) } r D a1o0 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 Q C7 N 20. 0 x to O CLUSTER OF 2 r2 W 3 ANCHOR; 2 _jFa uMoiQ r` LLI a ~ W J ANCHORS G7 > F IN THE 9ma • • • • • • • • • • • ANCHOR AT CENTERED AT THE LL O Fa- O • THE SASH 3ANCHORSATAMB,,• F- Qaa ;vs � = 7 a •,�yTHE d MEETING RAIL FIXED LRE124:117'M FCENTERED p n UJ g S Z = Y O.C.CHOR AT•• Q ••• •• • • • g•�AX. 'osad �s- 12"MAE SASH NOTES: I'M 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG 1) WINDOWS, SUBTRACT 1" FROM THE TIP DIMENSION IN THE TABLE • • • • : • *00 • • : • • • • • • / X / O X -TO -TIP TO DETERMINE THE WINDOW SIZE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • 0 0 0 ••• 0 0 LYNN LICENSF'. Q': * No.58705 %AOS $tq'TTEE� F/ o (4), S , 'ONAL1E���`� A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• W ? > 0 �Yn S as f5 �r��ppi d U) } r D a1o0 U Q C7 N 20. 0 x to O 2 0-- rl� Z LL r2 W Z 1D c�r UUd ua _jFa uMoiQ r` LLI a ~ W J aN G7 > F 9ma o Z vWO> Ix J m LL O Fa- O K 0 F- Qaa ;vs � = 7 a d a o Z p n UJ g S Z = Q Q a�ll 'osad sa�,a5 LYNN LICENSF'. Q': * No.58705 %AOS $tq'TTEE� F/ o (4), S , 'ONAL1E���`� A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• TORI P 1a Overall Width Sash Configuration Sash Width Range f In) Anchor Quantities for XOX Windows 21-118" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. a a a Head &Sill Head 8 Sill Head &Sill Head &Sill Glass Types: Meeting Rail: 55" Overall Hgt. a a Head & Sitl M 9, 12, 13, 14, 15 Standard 63" Overall Hgt, Head & Sill 44" /4 -1/z -Y4 112.038-12.052 h 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 N 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" 1/4_1/2-1/4 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 1/3-1/3 Y3 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 53-1l8" 1/4-1/2-% 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 = Z Y3-1/3 1/3 14.334 - 18.050 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 31 1+C2+1+C2+1 3 81" 1/4_1/z Y4 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 1/2-1/3 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 1/4-1/2-2-4 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 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 Y4-1/2 2-4 " -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 92-178" 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 Y3 ?/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 Ya -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+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 1/3-1/3-1/3 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 Ya -2-2-2-4 `- -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 Y3-2-3-1/3 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 %%2-2-4 -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 3 113-5/8" 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 % �/a 1/3 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+C4+3+C4+2 4 Ya -1/2-2-4 - -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+04+1 3 120" custom 31.053-33.185 1 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 31 1+C4+4+C4+1 3 custom 133.186-38.222 2+C2+2+C2+2 2 2+C2+3+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+21 4 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, 12" MAX. D.C. �7, 2 -ANCHOR CLUSTER DETAIL 6" MAX. O.C. -� 7 'r7 3 -ANCHOR CLUSTER DETAIL 4" MAX. O.C. --� r- e_enlruno CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY CLUSTER OF 2 CLUSTER OF 2 • • • • • TABLES FOR XaX• ANCHORS ANCHORS 3 ANCHOR; • • • "THE AT CENTERED AT THE CENTERED AT THE INF N TME • • .S: • • • • THE SASH 3 ANCHORS AT JAMB • • • • • • • • • • MEETING RAIL TFIE FIXED LITE MEETING RAIL • • • • • • • 22-V2" MA. O.C. 1 ANCHOR AT •• ••• •• • • • •• g^ MAX. 12" MAX. O.C. THE SASH --1� ----� r ----h ---- r- -1 • •• ••• ••• ••• *0* • • •• •• L---- - L- - - 9"MAX. 00 • •• • •• •• • • • • •• • • • • • • ••• • MEETING RAIL REPEAT ANCHOR PATTERN AT SILL ••• • • • • ••• • • • • • • • • • • • • ••• •• • • • •• •• ••• • • • ••• • 0 LU D �aCB N _jm r� w p US z Z Q Z o Co �s ZLL Co h LLj oU_ W U4d0 cJ yea U n ♦- Z ¢ N (9 O j r r S F rn JMO O Z Z V Of J W m 01 LL O H O ® ('4 ZQ +aa45 LL CY O Z p n W U = Z r = J Q Q ami �sao s ,.as �'`� .•'L1GENgF ��C� ' .* ; • No. 58705 OF ORiO SS��NAL IE�G A LYNNMILLER, P.E. P.E.# 56705 1/4" OVERALL HEIGHT INSTALLATION OPTION 1 IORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE I -- 0 EM� ENT TYP. ANCHOR TYPE, EMBEDMENT AND EC DISTANCE PER SU _ SEE TABLE 19. e 112" LENGTH, NTERED 63 EXTERIOR 16 14 15 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER OVERALL WIDTH SUBSTRATE, SEE TABLE 19 HORIZONTAL SECTION A -A 8 NOTE B FOR HEAD TYPE. INSTALLATION OPTION 2 TABLE 19: ANCHORED THROUGH FRAME Anchor DIRECTLY INTO CONCRETE/CMU. Steel,ONRY or410 • 1/4" MAX. SHIM Numinum, fi063-T5 min. Stcel iEDMENT 1/4.410 SS Cn:teF�xUngrouted SEE TABLE T TI Southern Pine (SG=0.55) /4"SteAl • • unWoo NOTE B, FOR HEAD TYPE EDGE • 318" 0.045" (18 Ga) SILL. PAWHEX/FLAT HEAD DISTANCE 1-3/4" TYPE IS ALLOWABLE FOR 2.1/2" 1_1/4" SASH VISIBLE LIGHT WIDTH VISIBLE LIGHT HEIGHT 6" LENGTH, CENTERI AT MEETING RAIL, ANCHORED WITH (4) SCREWS, (P# 60). ONLY REQUIRED IF OVERALL HEIGHT IS OVER 63'. 1/4" MAX.—j". EMBEDMENT SHIM EXTERIOR EDGE TYP. ANCHOR TYPE, DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, INSTALLATION OPTION 2 SEE TABLE 19. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. VERTICAL SECTION B -B / (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C -C (SHOWN WITH MONO. GLAZING) INTO CO i/4" MAX. FIXED VISIBLE LIGHT WIDTH EXTERIOR ' MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 19. ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. STALLATION OPTION SHOWN MAY BE USED ON ANY SIDE E WINDOW. •• ••• • • • • •Southern ••*12 ANCHORS MAY B; USED INTONOOt7AlPE}tTABLE•t L WOOD BUCKS LESS THaASI�•1.12�"QTR�I ARE1� B •�A36 CON NALFUNtTED IX hISTNSTALLED DIRECTLY SBSTE�••• BUCKS DEPICTED AS 2X ARE 1.12"THICK OR GREATER. 1X )AN2XBUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY SFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN NSTALLATION IS THE RtRPOf IBRiTY OF THE ENGINEER CHITECT OF RECORg • • • • • '• • • • • • • • • 3) VISIBLE LIGHT WIDTH O: HFWGHT (al$O AFF$R4 TEAS • • DAYLIGHT OPENING) IS MEASURED FSOM BEADING TO I=W NG. 000 TABLE 19: A) MIN. OF 3 THREADS I Anchor Substrate Steel,ONRY or410 • Pine (SG=0.55) Numinum, fi063-T5 min. Stcel Steel Stud, Gr. 33 min. 1/4.410 SS Cn:teF�xUngrouted Concrete (min. 3.35 ks) CMU, (ASTM C-90) Southern Pine (SG=0.55) /4"SteAl • • unWoo te (min. 2.85 ksi) ngrouted CMU, (ASTM C-90) Southern Pine (SG=0.55) • 318" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EMBEDME a EDGE DISTANCE TVP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENTAND `—EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19, win. eoge Nlm. A) MIN. OF 3 THREADS I Distance Embedment BEYOND THE METAL 9116" 1-318" SUBSTRATE. alo0 0.063" r O J ay B) USE ONLY FLATHEAD 318" 0.063" ANCHORS IN HEAD AND 318" 0.045" (18 Ga) SILL. PAWHEX/FLAT HEAD 1" 1-3/4" TYPE IS ALLOWABLE FOR 2.1/2" 1_1/4" ANCHORS IN THE JAMBS. T' 1"3/8" C) "UNGROUTED CMU" /" 1-318" VALUES MAY BE USED FOR 2_12" 1-114" GROUTED CMU . , „e, APPLICATIONS. tin W ? (!J J w 0 r O Cl) p (co .nal N U N 091 alo0 r O J ay O Q O Z LL W U L) F U 0 n ~ Z Q '� Ja F 'aN 7M( o j to O� Z v Z K J O W O ZZa CID O U, ® N H N J • 0 LL F O Z aa� 'a S O O � U JN n = Q `\,Q tll 11 llf l//f .\` NY LYN& ' . ''.. \� •........FMi * : NO. 58705 S ATE S,�ONAL01\G A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 Substrate ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ••• OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. DIRECTLY INTO CONCRETE/CMU. 1-3/8" 114Steel, 1!4" MAX. SHIM 11.1 EDGE DISTANCE EMBEDMENT 0'410 SS Shrew Steel -- 0.063" SASH VISIBLE J LIGHT WIDTH —I 1/4" MAX SHIM C� EMBEDMENT EDGE DISTANCE a a 0.045" (18 Ga) P. ANCHOR TYPE, , 1" BEDMENT AND EDGE 1/,V'410 SS CreteFlex Ungrouted CMU, (ASTM 090)2.112" STANCE PER SUBSTRATE, ]'a2O 1-114" V < E TABLE 20. , 13/8" tee •� 63 EXTERIOR 312" LENGTH, CENTERED ABOVE SASH .. 16 v i BUCK HEIGHT C 10 1/4" MAX. VISIBLE LIGHT HEIGHT 0 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE 1 BUCK WIDTH DISTANCE PER SUBSTRATE, SEE TABLE 20 FOR & NOTE B R HEAD TYPE. HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 114" MAX. SHIM B ( I EMBEDMENT 17 EDGE r DISTANCE FIXED VISIBLE LIGHT WIDTH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. 1/4" MAX. SHIM /Z A— INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL �TVP. ANCHOR TYPE, EMBEOMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. 6" LENGTH, CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS (P#60) ONLY HORIZONTAL SECTION C -C (SHOWN WITH MONO. GLAZING) 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. • a 00* • • • • • • EMBEDMENT 2) MASONRY ANCHORS MAY BLOUSED INTO''NOOD},PERTASLE • • 20. ALL WOOD BUCKS LESS THANPI-1/2" TA&f AfLE T BE• 4' • • • 4 CONSIDERED 1X INSTALLATIO • • • EXTERIOR OPTIONAL IF UNIT IS INSTALLE�DIREC SU TE.• • • WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X EDGE TYP. ANCHOR TYPE, AND 2X 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 RLMONRIIlIOTY OF THCENGAftit INSTALLATION OPTION 2 SEE TABLE 20. • • • • • ANCHORED THROUGH FRAME OR ARCHITECT OF RECORd • • • • • • DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OFCHE:,HT (4w R€FE j1REJT0 j • • • COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20. Anchor Substrate Min. Edge Distance Min. Embedment ••• Southam Pine (SG=0.55) 9116" 1-3/8" 114Steel, Aluminum, 6063-T5 min. 11.1 0.063" 0'410 SS Shrew Steel 3/8" 0.063" • • eel SA36 Sttud, GL 33 min. 318" 0.045" (18 Ga) 0 J O aH Z LL' s Concrete (min. 3.35 ksi) 1" 1.314" 1/,V'410 SS CreteFlex Ungrouted CMU, (ASTM 090)2.112" G 1-114" V < Southern Pine (SG -0.55) 1" 13/8" tee Concrete (min. 2.85 ksi) 1" 1308" Uttron0 Ungrouted CMU, (ASTM 090) 2 -ill" 1-114" D Southern Pine (SG=0.55) 4" 13/8" DAYLIGHT OPENING) IS MEAVRED FWM BEADINC•TO BEARING. • • • • VERTICAL SECTION B -B ••• • • • • ••• • • 0 rD o N a1°0 0 n D' C'4 to Q Z 0 J O aH Z LL' s LU O n r0 0Ud o� -j G r V < a OW > DWI C Z o Z D LL J A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B)USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. c O Y W � W O 0 rD o N a1°0 0 n D' C'4 to Q Z 0 J O aH Z LL' s LU O n r0 0Ud o� -j G r V < a OW > DWI C Z o Z D LL J C7 JI m LL 0 O -!1O lY j ® N W F O Z 11115 2 O LL O ~ O Z U Z n Q 111!1. sap = BauaS //11111111 /!! \ �,0 to Y LYNN ., Q=' iCENSF No. 58705 ,off; N .X44,\ / O ''�S�IINALIIAN``� II A. LYNN MILLER, P.E. P.E.N 58705 BUCK HEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. EMBEDMENT +-I EDGE EDGE DISTANCE— DISTANCE EDGE DISTANCE C� EDGE DISTANCE EMBEDMENT tt/4-MAX . SHIM 12"LENGTH,CENTERED ! 20 ABOVE SASH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE_/ DISTANCE PER SUBSTRATE, SEE TABLE 21. VISIBLE LIGHT HEIGHT 52 —j LJc, C 1 /4" MAX SHIM EXTERIOR a EDGE EDGE Di TANCE —rl EMBEDMENT�TYP, ANCHOR TYPE, EMBEDMENT INSTALLATION OPTION 5 AND EDGE DISTANCE PER ANCHORED THROUGH FIN INTO 2X SUBSTRATE, SEE TABLE 21. WOOD FRAME OR BUCKSTRIP. VERTICAL SECTION B -B 1/4" MAX SHIM INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SASH VISIBLE J LIGHT WIDTH —I EDGE DISTANCE —� 1l4" MAX SHIM --� TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. I— FIXED VISIBLE LIGHT WIDTH v v BUCK WIDTH - Min. Edge Max. HORIZONTAL SECTION A -A f (SHOWN WITH I.G. GLAZING) Distance EXTERIOR 15 MIAMI -DARE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SECTION C -C HORIZONTAL. SEE SUBSTRATE (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 21. NOTES: TABLE 21: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISIESON"BtE 24. FOLLOWD • EMBEDMENI•AND EDGE ASTANc& • • • SHOWNLIMITS. MAV B USED 4N Sll 0; THE WINDO% • • • • • • • • 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) ISMEASURED FROM BEADING • TO BEAi' • • • • EDGE DISTANCE EMBEDMENT I- 1/4' MAX. SHIM INSTALLATION OPTION 6 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. 3) ANCHgR Tp BE jSTA1jED:ITI:N • • • i O . O • TTEADS BEYOND THE METAL SUBSTRATE. 2-1/2"OFvFIN6ORN" • • • • • • • • • • • ••• • ••• • Min. Edge Max. Min. AnchorSubstrate • Distance O.C. Embedment 2- .113" Box Nail Southern Pine (SG=0.55) 5115' S" 2-7/16" d-1171 x .131" Common Nail Southern Pine (SG=0.55) 3/8" 5" 2-7/16" -1/2" 145" Roofing Nail Southern Pine (9G=0. 55) 318" 5" 2-7/16" 40-1/6'49 .145" Roofing Nail Southern Pine (SG=0.55) 3/8" 5" 2-7116" •• Southern Pine (SG=0.55) 112" 5" 1J/8" #10 Steel Tr sshead Screw or 0.125" Aluminum, 6083-T5 min. 5115' S" 0.09" #12 Steel, 18-8 or 410 SS • Z _ U • wrew 0.050"A36 Steel 5/16 II 0.050" • • • • O.DW' (18 Ga) Steel Stud, Gr. 33 min. 1 5116" 1 5" 1 0.045" 3) ANCHgR Tp BE jSTA1jED:ITI:N • • • i O . O • TTEADS BEYOND THE METAL SUBSTRATE. 2-1/2"OFvFIN6ORN" • • • • • • • • • • • ••• • ••• • • • • ••• • • opo 0 a lap O O N z w O r`. a' to O Z c�� O J O 6 H • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1111111111/1//, LY oc Ir z 0 ST TE F �o • �N� . i,'111111101, I I NAL• 11111 A. LYNN MILLER, P.E. P.E.# 58705 Y W 0i 1 rn opo 0 a lap O O N z w O r`. a' to O Z c�� O J O 6 H W O Z - m m i .J.. � o� = . c J FB .xo�p r LLI Z oo i s Q oN C w.-. n 10 Dmc O Z aZ Z _ U Q. LL J W J 0 n w w ® # N Z z 0 x 0 aa45 < � o Z J n UJ Z = Q _ aml 'asap sa�.ag 1111111111/1//, LY oc Ir z 0 ST TE F �o • �N� . i,'111111101, I I NAL• 11111 A. LYNN MILLER, P.E. P.E.# 58705 h+ 2.724" 2.560" �L osz" O HEAD, FLANGE FRAME - 2.724" - 3.651" O SILL, FLANGE FRAME 2.105" --� .062" IJ 2.273" .062" tt SASH PULL RAIL 2.724" 3.184" OHEAD, INTEGRAL FIN FRAME 2.724" -�-{ 4.276" OSILL, INTEGRAL FIN FRAME .170" �- 2.149"1.300" F� 062" 1.136" 100" 1.300" 72 SASH LOCK RAIL 13 SASH TOP & BOTTOM RAIL -= 2.724" +{ 2.0160" L n 12" --7+ - O HEAD, EQUAL LEG FRAME 2.724" _�� 3.151" O SILL, EQUAL LEG FRAME 2.211" 1.80 80 3" rl� m 170" A 1.488" 2.786" .062" OJAMB, FLANGE FRAME 1.246" 3.908" 062" 10 SILL ADAPTER 2.112" 2.786" 062" 987" 2.786" 062" OJAMB, INTEGRAL OJAMB, EQUAL LEG 5 FIN FRAME s FRAME .040" 1.513" �{ .808" ��- t1 INSTALLATION HOLE COVER 1.415" _{ .415"_{ I .062" ��iJI is SILL TRACK i .062" .723" -►� .875" F _J 1e WINDLOADADAPTER Ips 1.446"I --1 ____i .518" 040 8 ANTI -LIFT CLIP -� .30" 464- fl 64" 2" 6 " .798" .070" .065" -+{ t4 HD MEETING RAIL 15 STD MEETING RAIL is SCREEN ADAPTER 1A IG BEAD tB IG SNAP BEAD HOT -MELT • • • • • • • • • • • • -a { .050" .045" TABLE 22: MATERIAL PROPERTIES USED SILICONE BUTYL • • • ALWMIIJJM • POLYISOBUTYLENE DESICCANT FILL • REWFOROE&[Nt. FOR ANCHORAGE CALCULATIONS: SEAL 5/16" NOM. STRUCTURAL Material Mln. Fy Mln. F" POLYIS0. 1/d^ NOM. •Ji=6": SILICONE 5/16" NOM. StealScmr 92 kei 120 ksl BUTYLENE WrrH STRUCTURAL • • • • • %UTYLSEAL 795" I'I .795" 1S85c" Wksi 95 ksi DESICCANT SILICONE DESICCANROLL-FORMED1415 11141410 Screw 90 ksi 110ksi FOAMWITH FOASTAINLESS STEEL Eko UttraCor� 155 ksl 177 ksi DESICCANT EXT. GLASS EXT.GLASS --� 482" - 410 SS Elco CoteFlax® 127.4 ksi 189.7 ksl EXT.GLASSINT.GLASS + .612" EXT. GLASS • • • •806345 AI-irase 16ksi 22ksi • L• GLASS 7116" BEAD 24 5/16" BEAD A38 Steel 36 ksi 55 ksi INT. GLASS • NT. GLA&• Gr. 33 Steel Stud 33 ksi 45 ksi KODISPACE P1Z SPAt j1R• • • • • OURAAAL• • • XL EDGETe' 870 4SG TPS 71 � • • • • • • f2 SPAR. • • • 73 SPACER ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • No. 58705 V,�•`• A. LYNN MILLER, RE P.E.# 58705 °^ Y W ca) n o a o cOn l0. aio0 O Q O 0 d� In Z o C, Z if o i n = W UUd ®� T s u f` co O W JM0 N O Z a Z � � m LL J O O 00 = In 1aa45 o j Z O o U Q W = ali!1 -asap sauas No. 58705 V,�•`• A. LYNN MILLER, RE P.E.# 58705 E23 Item # Part # Description Material 1 624038 Head, Flank Frame Alum. 6063-T6 2 624039 Head, integral Fin Frame Alum. 606&76 3 624040 Head, Equal -leg Frame Alum. 6053-T6 4 624001 Jamb, Flange Frame Alum. 6063-T6 5 624017 Jamb, Integral Fn Frame Alum. 6063T6 6 624028 Jamb, Equalaeg Frame Alum. 6063 -TB 7 624035 Sill, Flange Frame Alum. 606346 8 624036 Sili, Integral Fn Frame Alum. 608376 9 624037 Sill, Equal -leg Frame Alum. 6063 -TB 10 624034 Sill Adaptor Alum. 6W3 -T5 11 624043 Sash Pull Rail Alum. 6063 -TB 12 624006 Sash Lock Rail Alum. 60D5A-T61 13 624041 Sash Top & Bottom Rail Alum. 6063 -TB 14 624027 HD Meeting Rail Alum. 6063-T6 15 624005 Std. Meeting Rail Alum. 6005A -T61 16 624047 Screen Adapter Alum. 8063-T6 17 624051 Installation Hole Cow Alum. 606376 18 64125M Windload Adapter Alum. 6063 -TS 19 624042 Sill Track Alum. 6063 -TB 20 624015 Anti -Lift Clip Alun. 606376 21A 624009 IG Bead Mum. 6063-T5 21B 624011 IG Snap Bead Alun. 6D63 -T5 23 624026 7/16" Lanni Glaz. Bead Alum. 6063T6 24 624013 5/16" Lami Glaz. Bead Alum. 8063T6 30 BTP247 Glazing Bead, Bulb Vinyl for #624013 & #624026 Vicryl 31 6TP248 Glazing Bead, Bulb Vinyl kir #624009 & #624011 Vicryl 32 712653K Mono setting Block 3132' X 1/4' X 1" Neoprene 33A 71715K Jami IG Setting Block 1/8"x 314"x 1-1/14" Neoprene 336 624014 IG Snap Setting Block Vinyl 35 1 724045 Sweep Latch Cast Zinc 36 1 71298 Weep Hole Co%w Vinyl 37 41722 Hole Plug Vinyl 38 724021 Lock Rail Cover, (LH & RH) Vicryl 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 Bot Rail Gasket, (LH & RH) Polyethylene 44 724057 Frame Header Gasket, (LH & RH) Polyethylene 45 724058 Frame Sill Gasket, (LH & RH) Polyethylene 46 724063 Meeting Rail Gasket Polyethylene 50 Weatherstrip, .187" x .170", Fn Seal @ Sash 51 Weatherstrip, .187" x .270", Fn Seal @ MR 52 67070 Bulb Vinyl 60 710X38PPAX #10 X 318" Ph. PH SMS (Wiridload Adapter) Stainless Steel 61 781PDX #8 X 1" Qd. PH SMS (Frame & Sash Assembly) Stainless Steel 63 - Aluminum Screen with Fiberglass Mesh Varies 70 - Konmeding Kodispace 4SG TPS 71 Quanex Super Spacer nXr See Sheet 18 for 72 - Quanex Duraseal Spacer Materiels 73 - Cardinal )t Edge Spacer 74 Dow 791, 899 or GE 7700 Backbedding Silicone ASSEMBLY DETAILS FOR XO FLANGE FRAMES FMA (OTHER FRAME TYPES & CONFIGURATIONS SIMILAR) 4 13 1 + 38 39 41 61 35 1 • • • • • • 40 • 61 • •• • 01 14 • • • • • • • •t» • • • INTERIOR 7 00 38 INTERIOR • • • • • • • • • • • • • • • • • • N&E . • • • • • • • • • • • • • • FJRE GASKET NOSELA2) SOMEARTOPTIO NOT SHOWN N DRAWING FOR CLARITY ••• • • • • ••• • • N w M ay } n » aroa O CON i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ti m Y LU N w M ay } n » aroa O CON i O 03 ;7U) OJO 2N W Z O Z LL o � n U U d o —i �e xoi0 < W J oN C z r x F - U) 0M0 Z O O Q, IY LU ® Fn IV o _ 0 LUCX aa4$ O0. O aS n O = Q amt co �osap a yas ` �oNY.LY r1y ' N * :• NO - 58705 Otv '•, TAA�D,4' '.4ORIOP•, •' ZONAL I0'c'\\\ A. LYNN MILLER. P.E. P.E.# 58705 W MIAMI-DADE MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.00v/economy 1.070 Technology Drive North Venice, FL 3427; This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami -11 Cvn � 3seserve0 000* the right to have this product or material tested for quality assurance purposes. ff tMs product or tuaterial • • fails to perform in the accepted manner, the manufacturer will incur the expense of rYCh testing a9d4e AHJ... may immediately revoke, modify, or suspend the use of such product or materiaiewhLiu their juwisdiction, 999. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dada 0oupty Produ cb Contr 9 • Section that this product or material fails to meet the requirements of the applicable bt�tltiing code. • • ..... • This product is approved as described herein, and has been designed to comply V n'tbe Flgrtdw $wilding• • • • Code, including the High Velocity Hurricane Zone.- DESCRIPTION: one.-DESCR PTION: Series "CA -740" Outswing Aluminum Casement Window - L.M. 9066:6 9999.. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement.sWit;dgw Details - LM 4.,..: SM", sheets I through 1 I of 11, dated 08/08/12, with revision C dated 05/25/17, prepared by Lwfi facturef, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control kevision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following. statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0629.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.14 apiration Date: April 11, 2023 q 1 &117 pproval Date: Se tember 14, 2017 I& Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 . " •' • . .... ...... 3) Cyclic Wind Pressure Loading per FBC, T,;$.20'1-94 •• along with marked -up drawings and installation diagram of a.BVG clidnn�gfaA door,...:. a PVC fixed window and an aluminum sliding glass door, using.6dispace 4SG TP�....; spacer system, Duraseal® spacer system, Super Spacer® NXT'7`'r §DArer sylt=*and XL EdgeTM spacer system at insulated glass, prepared by FenestragoN Jesting �.a. oratory,; ; ; ; • Inc., Test Reports No. FTL-8717, FTL-8968 and FTLA970,• date4.11116/15,..... 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalu��Ortega, P.E. •; (Submitted under previous NDA No. 16-0629.21) • • • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94: . • • : • • • • 2) Uniform Static Air Pressure Test, Loading per FBC, TA$:2Q2-94 • 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 a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel r E. Product Conixo I NOA No. -0 4.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlasO (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (20141W with FBC 6th Edition (2017), dated August 29, 2017, issued by m;Wa?gcturer,;sigzned and* sealed by Anthony Lynn Miller, P.E. ...... 0.. .. ...... 2. Statement letter of no financial interest, dated June 9, 2015, i"i;ud by manafacturep,,, signed and sealed by Anthony Lynn Miller, P.E. • • • • • • • 3. Proposal No. 16-0125 issued by the Product Control Section, date *Marcb709O 2016, � � � � � • signed by Ishaq Chanda, P.E. • . • , �, �, (Submitted under previous NOA No. 16-0629.21) . • • . • . .' . . . . ...... G. OTHERS 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries,' Inc. for thg r.$eries "CA -740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16 and expiring on 04/11/18. lYlanuel �P�re P.E. Product CantrofinerNOA No.4.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHz THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13D0. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURALJ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 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) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Glass "a Shat # 1 5/16" Lam! (1f8 An - .090" PVB - 1/8 An) 5 2 7/16" Laml (3118 An - .090" SG - 3118 An) 8 " - 3/16 HS) - 7 4 718" Lan' l An - 7/16" Air - 118' An - .090' - 1/8' An) 573 5 .' Leml. IG tl8" 7-7118' r- 6 5 718' Lem(. IG (3116" An - 1/4' All. 3116' An' .OBD" SG • 3/18" An) 9 7 7/8" Lemi. IG (3116' An - 114' Air - 3118" HIS • .090 SG - 3/16" HS) 7 8 718'Laml.IG(3116"T-114"Air-3118"An-.090'SG-3/18"An) 9 9 718'Larn IG(3/16"T-1/4"Air- 3116'HS-.090'SG- 3116"HS) 1 7 'PVB"= TROSIFOLVB BY KURARAY AMERICA, INC. "SG"= SENTRYGLAS` BY KURARAY AMERICA, INC. DESIGN PF3RtSURE RATING �—i- IMPACT RATING VARIES, RATED FOR LARGE & SMALL EE SHEETS 5.9 MISSILE IMPACT RESISTANCE 3/76' ANNEALED OR 118 -ANNEALED 37' WIDTH GLASS a 25.476' MAX. O.C. IF WIDTH IS n I I UNDER 33.476' (HEAD & SILL l� I a A 69' VISIBLE LIGHT HEIGHT (DLO) L 1. 4" MAX. TYR B. SEE SHEET 2 8/18'LAMINATED GLASS STACK ASS •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION _. .I\ ._._.___ ----- .090• TROSIFOLOPVB 1re'ANNLASSEALED GLASS G I \ I I \ 3/76' ANNEALED OR 118 -ANNEALED I \ 1 I \ I / I GLASS a I I I / I n I I 11/18" GLASS BITE l� I a i 8/18'LAMINATED GLASS STACK ASS •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION L� .090• TROSIFOLOPVB 1re'ANNLASSEALED GLASS G BY KURARAY AMERICA, INC. 3/76' ANNEALED OR 118 -ANNEALED EXTERIOR GLASS a 3116' ANNEALED OR n HEATSTRENGTHENEE 11/18" GLASS BITE 7/16•LAMINATED,I GLASS STACK •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION L� •2014 FLORIDA BUILDING CODE (FBC), STH EDITION SG• BY KURARA 3/76' ANNEALED OR •ASTM E1300-04 .090" AMERICA, INC. NEAT-STRENGTHENEO GLASS 3116' ANNEALED OR HEATSTRENGTHENEE EXTERIOR 38 GLASS a i , n 11116' GLASS BrrE -.Iv 32 �/ U 32 MAX A, SEE G.C. GLASS TYPE 1 GLASS TYPES 2 & 3 SHEET 2 t 7B" NON. 7/8' NOM. tl �__ 8'MAX. uss STACK GLASS STACK 7n6• S STNA5/18'LAMINATED GLASS TACK O.C. GLASS STACK 1i8• ANNEALED GLASS 3116' ANNEALED OR IS- AIRSPACE- .090'TROSIPOL®PVB 1/1"AIRSPACE HEAT -STRENGTHENED GLAE USE ANCHOR BY KURARAY.090^ aG/• BY KURARAY 1/a' DOR 3116'ANNEALED PAIR AT EACH D GLASS AMERICA, INC. GLASS AMERICA, INC. JAMB IF HEIGHT IS38 I Ire• ANt•EALED 38 3118^ ANNEALED OR 26" OR OVER I HEATSTRENGTHENED CLAS; E%TE 1 EXTERIOR 76' 37 I T 1116" GLASS BITE 37 ! 11116' GLASS BITE HEIGHT i ., I i r —11 e. B 14-1/2" MAX. 33.476'& OV 30" VISIBLE / � OPENING (DLO) / GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 71B' WDM. t -1—F GLASS STACK 7118' IA'=s GU446 STACK 3/78' ANNEALED OR )THIS 1WAIRSPACE .097SGEAGTHENEOGLASS • KURARAY & SILL) AMD' SGINC.3118' TEMPERED AMERICA, N GLASS;--3116•ANNEALEDOR 3B HEAT -STRENGTHENED 12/TERI2R CLASS 11/16' GLASS SITE Icnll PRODUCT REV ISFD --PIODS with the F4Rida Building Code GLASS TYPES 8 & 9 Acoeptence % =o61'4- Revised By: Dote: Revision: 1 • • • • • • • J R 05/25/17 UPDATED ANCHORAGE BYE, P1oeu<i • • PER FBC 2017. • • Revised By: Date: Revision: ® Dvs ip6i Drawn By: GLAZING DETAILS J ROSOWSKI 1075 }ETHNOLOGY 4DRIVE • N. VEIMCE, FL 494215 • •True: Dote: 4 C • jsRt> -Itoo -CASEMENT WINDOW DETAILS - LM & SM 08/08/12 • • bµ�R �. • •elies/ModeF. Scale: Sheet: Wowing No. Rev: CA -740 NTS 1 OF 11 MD-CA740-LM C • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM E1300-04 •ANSUAF&PA NDS -2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM -2015 •AISt S100.12 •AISC 360.10 GENERAL NOTES .............................1 . 1,: ••N!_ ••'!� ELEVATION.. ..................................... 1 • •.'Q r GLAZING DETAILS ........................... 1 Nn.Sl106 >••*•: INSTALLATION ................................. 2 ASSEMBLY TUBE DETAILS ............. 3 * : - ANCHOR SPECIFICATIONS ............ 4 QUANTITIES 4 •'. 6 I ANCHOR ..................... DESIGN PRESSURES 5-8: A • t ...................... ASSEMBLY DETAILS/BOM.............. 10 �i�'�`�S•••1D�;.•'•i\ ��i77191I1#..1 EXTRUSIONS/SPACER.................... 11 �•` • A. LYNN MIL... P.E. / GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 71B' WDM. t -1—F GLASS STACK 7118' IA'=s GU446 STACK 3/78' ANNEALED OR )THIS 1WAIRSPACE .097SGEAGTHENEOGLASS • KURARAY & SILL) AMD' SGINC.3118' TEMPERED AMERICA, N GLASS;--3116•ANNEALEDOR 3B HEAT -STRENGTHENED 12/TERI2R CLASS 11/16' GLASS SITE Icnll PRODUCT REV ISFD --PIODS with the F4Rida Building Code GLASS TYPES 8 & 9 Acoeptence % =o61'4- Revised By: Dote: Revision: 1 • • • • • • • J R 05/25/17 UPDATED ANCHORAGE BYE, P1oeu<i • • PER FBC 2017. • • Revised By: Date: Revision: ® Dvs ip6i Drawn By: GLAZING DETAILS J ROSOWSKI 1075 }ETHNOLOGY 4DRIVE • N. VEIMCE, FL 494215 • •True: Dote: 4 C • jsRt> -Itoo -CASEMENT WINDOW DETAILS - LM & SM 08/08/12 • • bµ�R �. • •elies/ModeF. Scale: Sheet: Wowing No. Rev: CA -740 NTS 1 OF 11 MD-CA740-LM C • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WCOD. AS REQUIRED PER TABLE 3, SHEET 4 35.37 ATTACHED TO FRAMEJAMB EXTERIOR ATTACHED TO r VENT JAMB L �r 81 WINDOW HEIGHT VISIBLE 14 LIGHT HEIGHT (OLD) ATTACHED TO FRAMEJAMB r ATTACHED TO VENT JAMB iA 38 39 EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET4. JAMB HARD- WARE BUCK HEIGHT TO FRAME JAMB CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 114' MAC SHIM ATTACHED TO VENT SILL BUCK WIDTH ATTACHED TO Z —. 7FRAME SILL 44 EDGE .1- 0 18 DISTANCE 84 a - BELOW OPERATOR ARM 82 82 ATTACHED TO VENT SILL EMBEDMENT 1 24 VISIBLE LIGHT WIDTH (DLO) — 70 FOR SNUBBER REQUIREMENTS, SEE TABLE 4. SHEET 4. OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS SEE DETAIL Al. BELOW NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW, 2) ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR —+ �-- 10" INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. "—J I 12 \-/ 83 STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. 84 EDGE 38 39 DISTANCE 35-37 81 —t DADE APPROVED 3 5 MULLION, ALUMINUM, 8 STEEL FRAMING OR STEEL STUD. MAX WINDOW WIDTH EXTERIOR HORIZONTAL SECTION A -A EGRESS FORMULAS: ID MOTH, WASH HINGE: WINDOW WIDTH - 13.1/2 NOTES: WIDTH, EGRESS HINGEWINDOW WIDTH - 7-1/2 L 1) WHEN INSTALLING HEIGHT: WINDOW HEIGHT - 6 COMBINATION UNITS, ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10' MAX. ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT -7 WINDOW FRAMES AT 10" MAX. f / FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: I L --a— SEE DETAIL A2, BELOW GREATER, IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 1 WOOD BUCK DESIGN AND INSTALLATION 11flDETAIL IS THE RESPONSIBILITY OF THE ENGINEEROR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4".DETAIL Al A2 1 e 19 84 1X WOOD IL Window Anchor 7ype BUCKBTRIP, Width A B. C & D SEE NOTE 2, * : No. 587556 .• } It• 2&'+ 1 1 THIS SHEET. TYP. ANCHOR TYPE, n 1/4" MAX SHIM EMBEDMENT AND EDGE 1r-257 1 0 (- DISTANCE PER SUBSTRATE, - , • T SEE TABLE 3, SHEET 4. CONCRETE EMBEDMENT INSTALLATION PER ANCHOR • ALRS, I • I E OPTION 3 REQUIREMENT• INSTALLATION ANCHORS EDGE DISTANCE THROUGH 1XBUCKSTRIP VERTICAL SECTION B -B INTO MASONRY. GREATER, IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 1 WOOD BUCK DESIGN AND INSTALLATION 11flDETAIL IS THE RESPONSIBILITY OF THE ENGINEEROR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4".DETAIL Al A2 1 e 19 84 1X WOOD IL Window Anchor 7ype BUCKBTRIP, Width A B. C & D SEE NOTE 2, * : No. 587556 .• } It• 2&'+ 1 1 THIS SHEET. TYP. ANCHOR TYPE, n 1/4" MAX SHIM EMBEDMENT AND EDGE 1r-257 1 0 (- DISTANCE PER SUBSTRATE, - , • T SEE TABLE 3, SHEET 4. CONCRETE EMBEDMENT INSTALLATION PER ANCHOR • ALRS, I • I E OPTION 3 REQUIREMENT• INSTALLATION ANCHORS EDGE DISTANCE THROUGH 1XBUCKSTRIP VERTICAL SECTION B -B INTO MASONRY. 1/111111 Slde of the Fnm• Assembly Tube A r Window Anchor 7ype LL Width A B. C & D lr-25.9' 1 0 * : No. 587556 .• } It• 2&'+ 1 1 • • • n Height A B, C& D 1r-257 1 0 2r+ 1 1 %�O,O'•,IT7•.��/�� •1070 fL>iIRJOLOGY DRIVE •,•FL,�'^ p••.• ��� � • 91. VENI(I, FL 3!2759 •1Y!K•-' �� S(� '-- !!� ` 1` • • • • (941• 480-1650 • • 'R`AQ• A. LYNN 2, P..• Aenx • ALRS, I • I E (`FRT (1F WITH 89Q9QR JR Addigonal Anchors Required on each Slde of the Fnm• Assembly Tube A r Window Anchor 7ype LL Width A B. C & D lr-25.9' 1 0 2&'+ 1 1 1- Window Anchor pe n Height A B, C& D 1r-257 1 0 2r+ 1 1 n- 05/25/17 NO CHANGES THIS SHEET. vte: Revision: PRODUCT REVISEQ es complying with the Florida Building Code A_ccrytma Na �7.ob14.t4- mrvo a I CROSS SECTIONS & INSTALLATION I J ROSOWSKI I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Tye: uvte: BASEMENT WINDOW DETAILS - LM & SM 08/08/12 SAiea/Model: Scak: Sheet: Drawing No. Rev: CA -740 NTS 2 OF 11 MD-CA740-LM C WINDOW �a HEIGHT I WINDOW I ~t WIDTH 740 SERIES �—' CASEMENT EXTERIOR WINDOW (1 FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS, 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5.9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED "DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS' 4) DIMENSIONS SHOWN ARE -RP-TO-TIP. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. S) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 13) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. EMENT/CASEMEN AWNING / CASEMENT / FIXED CASEMENT (XXO) 7, THIS SHEET �-•.-- 10", SEE FIGURE 1: — 740 SERIES / C L \ Cll THROUGH 1 0 WINDOW INSTALLATION / D FRAME HOLES 740 SERIES — ASSEMBLY TUBE 740 SERIES 10 SEE NOTE 7,D I 740 I 740 SERIES FRAME SERIES unENT ASSEMBLY CASEMENT. wTUBE unnw / AWNING / CASEMENT / FIXED CASEMENT (XXO) 7, THIS SHEET SWe of the Frame Assembly Tube (FAT) MIN. # 12 X Ll FIGURE 2: 740 SERIES 1" SMS L AWNING / THROUGH 1 0 WINDOW INSTALLATION / D FRAME HOLES 740 SERIES — ASSEMBLY TUBE 740 SERIES 10 SEE NOTE 7,D EXTERIOR ASSEMBLY CASEMENT WINDOW THIS SHEET WINDOW 26 + \ EXTERIOR a 740 SERIES a / CASEMENT —� w v co ti WINDOW / N CD o p0 Z U) 0.0 E m w U% Z FRAME (1)~ > > --- ASSEMBLY Z W o E TUBE --FIXED / 740 SERIES t O U) O FIXED WINDOW j 'U 'SEE PRODUCTS NOA FOR INSTALLATION SPECS MIN. # 12 X 1"SMS THROUGH INSTALLATION HOLES 740 SERIES AWNING WINDOW FRAM —ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EXTERIO a 10 SERIES ASEMENT INDOW FRAME ASSEMBLY TUBE MIN. # 12 X 1"SMS THROUGH INSTALLATION HOLES 140 SERIES ^IXED ASEMENT NINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION 134) VERTICAL SECTION E -E •• ••• • • • • • •• 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR 01NC•ORfaR(KJP SROM TALE 3, SHEET 4. • • .. 2) FROM SHEETS 5.9. FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • • • • • • • •• •• • �i• • •• • • • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED DESIGN PRESSURE (PSI-) FOR WINDOWS ATTAeHtD TeAVERTtCAT� FRAME•ASS A&?TU&9 OR DESIGN PRESSURE(PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE,, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. •• ••• • ••• • • 4) USING THE TABLE LABELED 'WINDOWANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NULKR OF AlrHORS NttDE:IN TV'NEAD, SN.L ARD ,� MEA OF YOUR WINDOW. • • • • • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW GRAME INTO THE SUBSTRATE MAY "E&*ID (SEE SHEET 2), AND THAT MIN. #12 X 1- ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 74D -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOW'S NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1" SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62' IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each SWe of the Frame Assembly Tube (FAT) MIN. # 12 X Ll Window AnehorTy 1" SMS L A 18, C &D THROUGH 1 0 ZU) = INSTALLATION 2 J HOLES 740 SERIES FRAME 740 SERIES CASEMENT EXTERIOR ASSEMBLY CASEMENT WINDOW ('j TUBE 15 WINDOW 26 + 1 1 EXTERIOR a HORIZONTAL SECTION C -C a 740 SERIES AWNING WINDOW FRAM —ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EXTERIO a 10 SERIES ASEMENT INDOW FRAME ASSEMBLY TUBE MIN. # 12 X 1"SMS THROUGH INSTALLATION HOLES 140 SERIES ^IXED ASEMENT NINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION 134) VERTICAL SECTION E -E •• ••• • • • • • •• 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR 01NC•ORfaR(KJP SROM TALE 3, SHEET 4. • • .. 2) FROM SHEETS 5.9. FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • • • • • • • •• •• • �i• • •• • • • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED DESIGN PRESSURE (PSI-) FOR WINDOWS ATTAeHtD TeAVERTtCAT� FRAME•ASS A&?TU&9 OR DESIGN PRESSURE(PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE,, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. •• ••• • ••• • • 4) USING THE TABLE LABELED 'WINDOWANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NULKR OF AlrHORS NttDE:IN TV'NEAD, SN.L ARD ,� MEA OF YOUR WINDOW. • • • • • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW GRAME INTO THE SUBSTRATE MAY "E&*ID (SEE SHEET 2), AND THAT MIN. #12 X 1- ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 74D -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOW'S NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1" SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62' IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each SWe of the Frame Assembly Tube (FAT) Window AnehorTy LL Width A 18, C &D 17" - 25.9' 1 0 ZU) = 2 J r- WLldow Anchor LL Height A B. C& D U 17"-2s.9' 1 0 _J 26 + 1 1 rRODUCT REVISED a-mplying with the FYrida 1?nrilding Cede ����11 necepwtce No � � � )4"• rY' lixpiratiar Date �'3 Hy Ott W u) 66 0 06 ZU) = 2 J a J U < _J LL Z a Q .. O W CIDW w v co ti 04 N CD o p0 Z U) 0.0 6 co m w U% Z U) (1)~ > > Q Z W o .WCO t O U) O �� L 'U n LLU LYN • r�''. pN,...... kM '��''• GEN$ �'•% * No.56705 ,k A (Mull MIO& P.E. Window Anchor* Required under 2r 2545115 36315 40' SQ6/r 69• 72' 78' e4• 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Glow Anchor Glass Type: Mh Edge Diet— Mh Mh O.C. Embedmerx Delanoe Anchor Plan Requked7 A s12, enol 8MS (G5). (Types 2, 3 & 6-0) Br Noro 12• max. Bsm No 3/r 518' Asa• 318• Gro' .o5w W75 No No 33318•SW .045' 20 Ga. No B 114, w�N SMS (Ov7r. or 614.410 BS SMB 114' stoolUkncon 12' max. tom 518' 1' 1316' No 3/r I ars' I oar No A35 Stell 3W 518• No *3 G1. 33 3/8• 518• .045' 20G. I;LW111. 13r No Hollow Block 2-1? 61 1-114• No B SILL). 114* Follow Block 1• r 1-114• Yes C 11C 410 88 croeFlex 3.351, C=n to 1' 6' 1374• No Hollow Book 2-117 S. 1-1/4• No 93 112. Noel SMS 615) or e12, 410 8S SMS S. PM tile' 1" 131r Yes 6053-15 Aom. 318' 1 618' .0713' YN A3e steal 318' 1 5w .050' Yee Stud OCU 3/8' 6W 045% 18 tie. Yes 614, Neal SMS (G6) m$14,41088 SMS B.PM air 1• 1375 Yes Aom. 3/a' Nr .071r Yea, A35 Steal 3/r 51r .057 Y - A653 Stud (r. 33 3/r 518• .015 18 Ga. F2 Yes D enol UlI 2.8%ConelNa 1' 4' 1314 Y - 2.BSk CAll We 2.1/7 4' 131+ VN Hollow Block 2.117 5' 14147 Ftod Block Fur 4- 13/4 Yes YN 1/4' 410 88 3.351, Canmau / 1 6' 1 1374' IYN 3.35k C) rwte 2-117 I r 1' YN Hollow Bock 24/7 5 1.1M• YN &1r Neal Ultnoon 3.5k Ca¢sm 1-1'r 6' 1314' No hlalow Block 3Vr a' 1-tla• No akxleock 2-112' 6" 1314 No 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF T -HE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. .t) ANCHORS MAYBE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. Jamb Snubber Locations Glass Type: PVB BG !Q— B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE (Types 1, 4 a S) (Types 2, 3 & 6-0) Br Noro 12• max. Bsm and Required each end & 30• "a C) FROM TABLE 2A, 8 ANCHORS ARE REQUIRED IN EA AMB. • • • • • max O.C. 12' max. tom 12• max. (mm Owr ssdh and a 3lT each end d 30' �� 3" max O.C. max O.C. 'PVB'= TROSIFOL® PVB BY KURARAY AMERICA INC. 'SG-= SENTRYGLAS®BY KURARAY AMERICA INC. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7116" HEAT -STRENGTHENED, LAMINATED GLASS, 114• MASONRY ANCHORS INTO CONCRETE, +70%65 PSF DP REQUIRED CASEMENT ANCHORS: A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF +70%80. B) FOR THE JAMB, FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 11, A 34' X 61' FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF • j +701-60 USING ANCHORS C OR D. !Q— B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX 1 ANCHOR. •• ••• f • • • • • • • • • C) FROM TABLE 2A, 8 ANCHORS ARE REQUIRED IN EA AMB. • • • • • • D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD &Sly.. • • • • • • 00 E) DISTRIBUTE ANCHORS FOLLOWING MSI Mtn Fr Min. F„ 1 i GUIDELINES FROM ELEVATION ON SHEET 1. 9tNl Screw B21,N 120 kal SAMPLE CONFIGURATIONS: "" W- - /XX X 'X O X" X (X\ ------------- NOT ALLOWED WITH FRAME ASSEMBLY TUBE '� (� 4• i 'a, 4" 4• �� — 14- T 10.6• F) PER RULES ON SHEET 2, INSTALL 1 410 Scnw 80 kal 110 ksi • j J CD Z U !Q— U 1 ADDITIONAL ANCHOR ON THE FRAME o n 1 s' 1J11IL 1 ASSEMBLY TUBE SIDE OF THE FIXED ASSEMBLY 410#bEko flex• 1 1 i •4• • 4- B SILL). 1.113-i Akmlaum I 16k -ie i2ks1 • 68k* • • • • • 26• �+ 13' �}•+ 13' A8* SbM • 3•ksl• StNI W 93 al • • • • 34• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MMUCT REVISED as aimptying with th4 Fkelda Cluiidiog Code 1-Of'o14 .,�_�Flen�erla.7 �1�13 I,X21ilt%M�DS�G Cssn; Prrdlacl. »a � W J CD Z U !Q— U a 1 7rNAL /lll 11111 A. LYNN MILLER, P.E. PAA 58706 FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN -.090- PVB -1/8 AN) 4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB-1/8"'AN) 1 'PVB•= TROSIFOL'&PVB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pr m (wo for Window Atteched to a MytoMe1 Frams Aesen" Tube ASSEMBLY TUBE Design Pressure (psl) for Single Windows, AN Anchor Groups Window Width BWNMwa under 23' 2515146• 274• 30• 33-1/7 35• 3T HEIGHT Design Pressure (pat) for Wndows Attached to a Vertical Frame Assembly Tube /elder 23^ 25-15/18' 27314" 30' 33.1/2' 35' C 37" • LOCATIONS AND QUANTITIES. SEE SHEET • 3 FOR ANY ADDITIONAL ANCHORS 45' +7x40 +70140 +70140 +701-00 +70/40 «70/40 +)0140 +70140 +701-00 +7040 +70140 +70140 +701-00 +70190 +ra-0o +701.90 +ra-0D +ra-0o +701-90 Width sr- 701-00 +701.90 +70/-00 +701-00 +701-90 +701-00 +701.00 &4• 701.90 +7x-90 +701-00 +70/-00 +70f9D +70190 •701-00 REQUIRED FOR THE FRAME ASSEMBLY 30" +7a -9D +70/-00 +701-00 +701-90 +701-011 +70/.9170/-00 ••• Anchor Group +701-00 +7x-90 +70/-00 +70/-90 +70190ra-0o • 0 %2r*71Y,90701-911 +70/90 +701-00 +701-88.5 +701-80.8 *701-77.7 +701-74.3 C D 701-00 +701-00 +70190 +701-84.3-78.5+701-73. B C&D -70.17x90 B CSD A 1 B +701-87.2 +75-77.7 +901-71.5 +801- 824 +801- 80.9 +1.59.3 under 23" +701.90 70190 +701-84.8 +75-75.7 +/-57.3 +/-59.9 +/- 57.2 +!- 55.+75.80 +701.80 +701.9D +701.90 +ra-50.4 +701-71.3 +901-521 +1.64.2 +70/-90 +701-9D FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN -.090- PVB -1/8 AN) 4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB-1/8"'AN) 1 'PVB•= TROSIFOL'&PVB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. -F- Design Pr m (wo for Window Atteched to a MytoMe1 Frams Aesen" Tube ASSEMBLY TUBE Widlh BWNMwa under 23' 2515146• 274• 30• 33-1/7 35• 3T HEIGHT Design Pressure (pat) for Wndows Attached to a Vertical Frame Assembly Tube ASSEMBLY AN AN All All A B C&D A 1 e C&D A 1 5 C&D under 23' .701411 .7x40 +70140 +701-00 +701-90 +7x-07.5 +701-00 +70/.SD +701-03.11 +70140 +70/90 +70/-79.2 +701-00 2515/16' +70140 +70140 +70140 +701-00 +70140 +M-00 +70140 +70140 +70140 +70190 +70197.5 +7x40 +70/40 10" MAX. 383IS mWindow • LOCATIONS AND QUANTITIES. SEE SHEET • 3 FOR ANY ADDITIONAL ANCHORS 45' +7x40 +70140 +70140 +701-00 +70/40 «70/40 +)0140 +70140 +701-00 +7040 +70140 +70140 +701-00 508/5 +7x90 +70140 +70040 +7x40 +7x40 .70140 +7x40 .70140 +70/4D +7x40 +70190.2 +70199.2 +701.59.2 • • or +70190 +70,40 +701-00 +7x48.5 +7x-00.5 +70190.5 +7x•50.8 +70-77.7 +701-7747 +701-77.7 +701-74.3 +701-74.3 +701-74.3 Width sr- +70140 +70'40 +7x40 +7x44.3 +701-70.5 .7x-76.5 +701-76.5 +7x-73.7 +701-73.7 +TO/ -737 +Tx -70.1 +701-70.1 +101-70.1 • 7r+70140 +70147.2 +701.77.7 «701-71.5 +601-02.4 +6092.4 *6x92.4 +6x90.9 .60190.9 +50190.9 +lSB.3 WIDTH 76• +70140 +70194.5 +701-75.7 +/973 +/5&9 +/45.9 +/-06.9 +/.67.2 +/•57.2 +/57.2 &4• under 23" 3 FOR ANY ADDITIONAL ANCHORS 25.15!18" 27-914' REQUIRED FOR THE FRAME ASSEMBLY 30" 331/2" 35" 3T • ••• Anchor Group Anchor Group Anchor Group • 0 Anchor Group Anchor Group AnchorGroup Anchor Group • • • A I B C D A B C&D A B C&D A B CSD A 1 B C&D A B,C&D A 8,C&D under 23" +701.90 +M -W +7x40 +701-90 +70/-9D +m.60 +70140 +701-90 +701.80 +701.9D +701.90 +701-00 +701-90 +701-90 +7&40 +701-90 +70/-90 +701-9D +70/.90 +70/-90 25-16118^ +701-00 +70/-90 +70180 +701-9D +70(-90 +70J -9D +701-90 +701-90 +701-80 +701-90 +70%90 +7&-90 +7&-90 +701-9D +701-90 +701-90 +701-90 +701-9D +701-80 +701-9D 383!6" +701-90 +701-7&4 +70/80 +701-9D +7x84.5 +701.90 +701.90 +701-79 +70f40 +701-90 +701-73 +701.90 +7&-90 +701.81.8 +70/.90 +70/-90 +701-78.3 +701-90 +701-74 +70/-90 46" +70/-76.2 +181.1 +701-73.1 +701-9D +187.5 +7x40 +701.90 +/4&1 +70180 +701-90 +/58.4 +70/4)0 +701-90 +185.4 +701.83.9 +701-90 1 +182.6 +701-90 +/-59.2 +70/-90 5D-&&' +701-723 +157.9 N-69.3 +7&-90 +/•84 +7018D +701-9D +/5019 +70140 +70f -OD +/55.4 +7&-88.7 +701-90 +182 +701.79.6 +701-90 +/�.3 +701-9D +/-ti6.1 +701.44.2 60" +!$1 +/48.9 +/-58.5 +7x-80 +/ 54 +701-88.6 +701-90 +/50.5 +7&•81 +701.80 +/-08.7 +7&-74.9 +701-08.5 +1.62 3 +/-87.1 +70160.3 +!50.1 +7x-77.7 +/-47.4 +7&-74.3 Sr +/58.1 +/46.6 M-55.7 1 +701-88.7 +/51.5 1 +70/.826 +70/-90 +/48.1 1 +701-77,1 +701-8D 1 +/.44.5 +70/-71.3 1 +701-84.3 +/49.8 +/-83.9 1 +701-76,6 +147.7 1 +70/-73.7 1 +1-46.1 +7&-70.1 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. -F- Design Pr m (wo for Window Atteched to a MytoMe1 Frams Aesen" Tube ASSEMBLY TUBE Widlh BWNMwa under 23' 2515146• 274• 30• 33-1/7 35• 3T HEIGHT Anchor Anchor Anchor Anchor Anchor �+p Anchor Group Anchor Group G -P G -P G -P Group ASSEMBLY AN AN All All A B C&D A 1 e C&D A 1 5 C&D under 23' .701411 .7x40 +70140 +701-00 +701-90 +7x-07.5 +701-00 +70/.SD +701-03.11 +70140 +70/90 +70/-79.2 +701-00 2515/16' +70140 +70140 +70140 +701-00 +70140 +M-00 +70140 +70140 +70140 +70190 +70197.5 +7x40 +70/40 10" MAX. 383IS +70040 +70140 +70140 +70/40 +70140 .70140 +70140 +70140 +7x-00 +70'40 +701455 +70140 +70140 • LOCATIONS AND QUANTITIES. SEE SHEET • 3 FOR ANY ADDITIONAL ANCHORS 45' +7x40 +70140 +70140 +701-00 +70/40 «70/40 +)0140 +70140 +701-00 +7040 +70140 +70140 +701-00 508/5 +7x90 +70140 +70040 +7x40 +7x40 .70140 +7x40 .70140 +70/4D +7x40 +70190.2 +70199.2 +701.59.2 • • or +70190 +70,40 +701-00 +7x48.5 +7x-00.5 +70190.5 +7x•50.8 +70-77.7 +701-7747 +701-77.7 +701-74.3 +701-74.3 +701-74.3 ADDITIONAL ANCHOR (4), IF REQ. sr- +70140 +70'40 +7x40 +7x44.3 +701-70.5 .7x-76.5 +701-76.5 +7x-73.7 +701-73.7 +TO/ -737 +Tx -70.1 +701-70.1 +101-70.1 • 7r+70140 +70147.2 +701.77.7 «701-71.5 +601-02.4 +6092.4 *6x92.4 +6x90.9 .60190.9 +50190.9 +lSB.3 WIDTH 76• +70140 +70194.5 +701-75.7 +/973 +/5&9 +/45.9 +/-06.9 +/.67.2 +/•57.2 +/57.2 &4• +70140 +70140.4 +701-71.3 +50/92.1 +/54.2 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. -F- 10• MAX. 1.- I ASSEMBLY TUBE WINDOW • • FRAME HEIGHT • •SEE SHEETS 1 & 4 FOR WINDOW ANCHOR ASSEMBLY TUBE 10" MAX. HEIGHT • • : : • LOCATIONS AND QUANTITIES. SEE SHEET • 3 FOR ANY ADDITIONAL ANCHORS ADDITIONAL • • ANCHOR • • • • • (4), IF REJ. ADDITIONAL ANCHOR (4), IF REQ. • WINDOW • I • • • TUBE. WIDTH Imo- • FRAME 10• MAX. 1.- I ASSEMBLY TUBE • • • • • • • • •SEE SHEETS 1 & 4 FOR WINDOW ANCHOR WINDOW • 0 • • • � HEIGHT • • : : • LOCATIONS AND QUANTITIES. SEE SHEET • 3 FOR ANY ADDITIONAL ANCHORS • • • • • • • • • • WINDOW WIDTH ADDITIONAL ANCHOR (4), IF REQ. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED at complying with the Florid& Guildiag Cade Aca.•pt- No M.4. 4' Ecmration Dwe�Yt-4 ff 2 LLJ � J O -j LLI � C7 a l7 H z g� _J LL. D Ix Q aN 0 r 0 W a~ z �z N CD o go N LILI a w v zLU OO a Cf) C0 R xW o o U O 4 I o � CCCC�7777 - O t� zwa *1� x �Z^ meg: t >m 3 o�v t i LYNN7j�''% TF . NO. 58705 0 N. �%�� FC ORIDP. G2� ,";61 •'•4444.. 19 A 4Mw MkLW P.E. P.E.#58705 • • • • • • • • •SEE SHEETS 1 & 4 FOR WINDOW ANCHOR • 0 • • • � • • : : • • : : • LOCATIONS AND QUANTITIES. SEE SHEET • 3 FOR ANY ADDITIONAL ANCHORS • • • • • • • • • • • •REQUIRED FOR THE FRAME ASSEMBLY SEE SHEETS 1 & 4 FOR WINDOW 4 • • • • • • • • • TUBE. LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• • ••• • • 0 • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED at complying with the Florid& Guildiag Cade Aca.•pt- No M.4. 4' Ecmration Dwe�Yt-4 ff 2 LLJ � J O -j LLI � C7 a l7 H z g� _J LL. D Ix Q aN 0 r 0 W a~ z �z N CD o go N LILI a w v zLU OO a Cf) C0 R xW o o U O 4 I o � CCCC�7777 - O t� zwa *1� x �Z^ meg: t >m 3 o�v t i LYNN7j�''% TF . NO. 58705 0 N. �%�� FC ORIDP. G2� ,";61 •'•4444.. 19 A 4Mw MkLW P.E. P.E.#58705 FOR GLASS TYPES: TABLE 8: 2) 7/16" LAMI (3/16 AN - .090° SG - 3/16 AN) wt�uy REVISEP thft � e mpiylrtg with the FIeH44 HuiW" Cod, 'SG= SENTRYGLA BY KURARAY AMERICA, INC. A up0u+a No 1`i' Yi dtuion Dote -�.�^ 3v WINDOW t}isni Yre6u�t >28(r5( HEIGHT WINDOW ¢ V WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR (n J LOCATIONS AND QUANTITIES. J W H N 0/V o� W Z o� TABLE 9: r Design Prossue (pan for Windows Attached to a Venlcsl Frame Assembly Tubs = Ur Q LL O M Window VJktth H $ O under 23' 2316!18" 27-14" 30" 3317 36' 37" d Q vl Anchor Group Anchor Group Anchor Group Anchor Gras, Anolar Grail Anchor Orarp Ardor Group N --A-T--8 C D A B CAD A B CAD A B C D A B C D A B C D A 8 C D � � W under23" +7460 +701-90 +70/-90 +701.90 +701-00 +70140 +70/-00 +701.90 +7x40 +701-00 .701-90 +70/-00 +70-90 .70/4X1 +70/-9D +701-00 +ro40 +70140 +701-00 +70/40 +70/-90 .701-00 +7xall +701-90 +701.90 +701-90 CV O Q o Z 25-15'18• +70140 +7x -9D +70/40 +701.90 +701-90 +701-00 +701-0 aro-90 +70/40 +70/-00 +70/.90 +701-00 +70/40 +70/-00 +701-90 +701-00 +701.90 +701-80 +7x-90 +70/-00 .Td -9D +70/-00 +ro.8D +70/-90 x70/.80 +70/-00 r 38.316" +70/40 +70/-76.4 +701-0 +701.90 +70140 +70140 +7x-00 +70/-9D +70140 +70140 +70/.90 +70140 +70/-90 .70140 +70140 +70/40 .7a4D +70140 +70140 +70/.80 +701.90 +70/40 +700-0 +70140 +70/-0 +7a -BD o° Z 48" +70/.78.2 ./41.1 +701-73.1 +701-90 +70/44.4 +701.80 +7040 +701.7.9 +7x40 +70/-0 .70/.73 +701.90 +70)-90 +70140 +701-78.5 +70/-00 +701.80 +70140 +701-75.1 +70140 +70148 +70140 +701-029 +70140 +70/40 +7a -W W $0518' +70/-72.3 +1.57.9 +I -W.3 +70140 +701-00.1 +701-0 +70/40 +70/.74.8 +70/-0 +70/40 +149.2 +70/48.7 +70/40 +7x40 +70/-74.4 +7x-90 +70/.90 +70140 +701-71.2 +70/40 +701.90 +70140 +70/-78.8 +70149.9 *70/40 r7a-BD (Y d Z 60' +I-01 +148.9 0.58.5 +70140 +1.87.5 +70146.6 aM4D +143.1 +70141 +70140 .1-511A +70/.74.9 +70149.8 +70/40 +1428 +70/-0J.9 +7x-00.3 +70/40 +140.1 +70/-00.2 +701-9D +70/40 048.3 +70/.75.9 +70/40 +70/40 W (IT +1.58.1 +1.48.5 +/-55.7 +70/.88.7 +144.3 +701-02.6 .70140 +1-00.1 +70/.77.1 +70140 +/-55.8 +70/.71.9 +7x.65.3 +7440 +/59.8 +7x79.8 +7DI-78.5 +70140 057.2 +7x-78.4 +701-90 +70140 +/.89.1 +701-723 +70/48.5 +7x.90 0 Z (n u) o 0 W � Q FRAME '0 m O .� N 10" MAX. I.�- ASSEMBLY ^- ; W m Q TUBE ° -7 e 7 Q i.i rn TABLE 10: w WNDOW �n n HEIGHT o n $ N a M O 1 • WINDOW ANCHORS 2 w e j i a WIDTH (4), IF REQ. z v & SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET z 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY 00 • • 0 : : • • • : 0 •TUBE. �.�1NY LYNN • •• ,Z,o..•• Mi SEE SHEETS 1 & 4 FOR WINDOW ANCHpR • • • • • • • • ;'• ''•f1� LOCATIONS AND QUANTITIES. SEGrSNEET • • • • • • • • • • n�870g 3 FOR ANY ADDITIONAL ANCHORS * ; •�• REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• • ••• • •$A OF • • • • • • • • • • • /�� / NAL E? NOTES: • • • • • • • • • • • '/// I 11 l� 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • • • A. LYIJI1tthALLER P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.a587D5 Design Pressure (pal) br 59t�e Wlydows, AN Anchor Gmyu Whtdow Width under 23' 25.15118' 27.'i✓4• 30' 331-82' 35' 37' order 23" +901-130 +901-130 +901-130 +901-130 r9d-130 +901.130 +90/-130 25.15/18" +901.130 +901-130 +901-130 +9x-130 *9x-130 *B0/-190 +901-130 38-3/8" +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901.130 �b 48' r9d-130 .901-130 +B0/-130 +80/-130 +901-130 +901-130 +901.130 = SOSIB' +901-130 +901-130 +901-130 +901.130 +901-130 *901-130 +001-130 BO' a9d-130 +901-130 +B0/-130 +901.130 +901-130 +Bd•130 r901-130 83' +901.130 +901-130 +901-130 +901-130 +901-130 +901-190 +80/.129.8 72' +901-130 +001-130 +9q-130 +80/.130 +g0/-129.1 +901-122.5 +9x-113.8 70' +001-130 +801-130 +901-130 +901-130 +901-124.1 +901-118.7 +901-107.8 B0/' +9x-130 *901-130 +90'-130 +901.130 +901.1164 Design Pressure We0 for VVlndows Attached o e 11gk40W Frame Aaandny Tube BWlndwv Wltlm "or 2r 26-15118' 271' J0/ 331/2 36' 3P Anchor Amhar Armor P+70140 Anchor Group Arches Group Anchor Group (#0/+D Group 6mup All AA All A 8 CAD A B CAD A B CAD under 23' x70/-00 .70'40 +ro4o +ra4o +Ta47.6 .70140 .701-0 *ra-0J.6 .7m-eo +7440 +70/.79.2 +70/40 2576/16' +70/40 a7d-00 +7440 0/701.90 +70140 .70/40 .ra-00 ,70/-00 .70/40 f7a-07.6 +70/40 aro-90 38.8/8' .70/-00 +70/-00 a7d-90 +70/40 +ra-W .701-00 +70/40 a7a-90 .70/-00 .74.9070/40aro-0048' .)a4o+ro40 .70/40.ra4o+ra4D .moof7a40+Ta.8O .ro4o+ro-0o+ra410 +ro4050519•++Ia4o+ra4o+7a.90«7a4o+7a4o,7a4o+ro4o+ro4o«ro4D+ra4oBo'+ro4o.ra4o.4o +ra4o +ra4o ,ra4o +7m -0o a7a-0 +ro-0o ,7aao «ro4D +ro4o e3• +701.90 .7a -0o na4o aro4o aro4o a7a40 �-70/-W.7m4o.70140ro-0o+7m6o+ro4o+7r+77m4o.ra4oara-o+7a4o)01-00a7a4o«Ta4o.ra4o+ra4o4o76" a7a4Dwa4o,ro-0Dara-o.ro40 7a4o ,7a4D +7a4o +)a -0o +7aaD +ra-o +701-00 64• +ra-0o .701-0 +7a -0o +ra40 +ra4o +ra-90 +ra4o WINDOW FRAME HEIGHT ASSEMBLY I TUBE 110+JMAXj� ADORKJNAL ANCHOR (4), IF REO. wNDow � • WIDTH 0:0 • • • • • • • • •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: 3) 7/16" LAW (3/16 HS -090' SG - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAMI. IG: (3116"T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 'SG"= SENTRYGLAS19Y KURARAY AMERICA, INC T_ WINDOW HEIGHT i SEE SHEETS i 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES a ASSEMBLY MBLY BE Design Pressure (psn for Single Windows, All Anchor Groups Window Width FRAME HEIGHT under 23' 25.15118' 27-/4' 30" 33-tf2' 35• 3r m33Window urger 23' +80/-130 +901-130 +90/-130 +901-130 +901-130 +91--130 +g1--130 Anchor Group Anchor Group Anchor Group 25-15119' +B0/-130 +90/-130 +9p/-130 +901-130 +901-130 +91--130 +901-130 A B C D 383!9' +91--130 +9x-130 +9g/-130 +901-130 +91--130 +91-.130 +91--130 +701.80 48" +Ba -130 +90/-130 +901-130 +901-130 +91--130 +901-130 +90/-130 38-15' +71--90 +701.78.4 +70140 +701-90 +701-0 +70140 +70.90 +70/80 50-18' +91-.130 +91--130 +81--130 +901-130 +901-130 +9x-130 +90'-130 +70/-80 +71-1-5.1 .71-80 +70/90 ,71-.90 .70/-02.9 +7x80 +71--00 50' +901.130 +901-130 +901-130 +901-130 +91--130 +91--130 +81--130 +71-80 +155.{ +70/-74.9 +71--09.6 +71-80 +1825 +70/.83.8 +701-00.3 +701-W 53' +901-130 +90/-130 r9a-130 +901-130 +91--130 +91--130 +901-130 +701-W 72" +90/-130 +901-130 +90/-130 +901-130 +WI -130 +DW -130 +91-.130 +70140 +70140 +70140 78' ,90/-130 30 +801-130 +90/-130 +901-130 +91--130 +91--130 +71-40 +7x-60 +70/40 84' +901-130 +91--130 1 +90/-130 +901-130 +901-130 +71--00 +70/40 FOR GLASS TYPES: 3) 7/16" LAW (3/16 HS -090' SG - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAMI. IG: (3116"T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 'SG"= SENTRYGLAS19Y KURARAY AMERICA, INC T_ WINDOW HEIGHT i SEE SHEETS i 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) )SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Prossuw (panfor Windows Attached to a Vertical From Assembly Tube ASSEMBLY MBLY BE Design Prssaun (pan for WMdows Attached to a Hort o hal Frain• Asasmbly Tube FRAME HEIGHT ASSEMBLY Width 1M ndow Width TUBE 1(r MAX. m33Window under 23• 25-15116" 27-3W 303341r35• 33-1/2'95- 3r Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Aachen Group Anchor Group Anchor Group Arohw Group I• • B CBD A B A B 1 C DK.70/44.4 CBD A B C D A B C D A B C D A B C D under 23" +701.80 +71--00 +701.90 +701-80 +70180 +70/-00 +71--90 +70/-80 +701-90 +70140 +701-90 +701.90 +70/40 +701.90 +701.90 +71-80 +701-00 .701-W +7a.B11 +71--00 +70/-90 +70/.90 +701-90 +701-00 +701.80 25.15118" +71-.9D «70/-90 +71-80 +70/-00 +7x80 +71-80 +70/.80 +71--00 +71-80 +70/-90 +71-.80 +71-.80 ,71-.90 +71--80 +70/80 +70/80 +71-80 +71--90 +70080 +701-00 +70/-90 +71-80 +70/40 +70/40 +71--90 +71--90 +71-.90 +71-80 38-15' +71--90 +701.78.4 +70140 +701-90 +701-0 +70140 +70.90 +70/80 +70180 +701 -BO +70/80 +701-110 +701-00 +70140 +70/-90 +70180 +701-90 +71--90 +70180 +71--00 +701-90 +70140 +701-00 +70/40 +701-90 +701-90 +70180 q5• +7x•75.2 +/$1.1 +701-73.1 +70/-90 ,7x80 +70/80 «70/1-9.9 +71--00 +71--90 +71--73 +7aAD +71--00 +71-80 +71--75.5 +71-.80 +71-80 +70/-80 +71-1-5.1 .71-80 +70/90 ,71-.90 .70/-02.9 +7x80 +71--00 ,7x-90 505/5" +701.72.3 +1-7.8 +/-09.3 +70180 +70180 +70/-90 +71-.74.5 +71-80 +7x80 +/.89.2 +71--88.7 +70180 +70180 +701.74.4 +70180 +70/40 +70180 +71--71.2 +70180 +71--00 +71--90 +70/.78.5 ,701.58.8 +701-90 +701-00or +70140 +70140 +71-40 +!-01 +1-4 +158.5 +71-80+70/46.8 +70490 +1411 +71--01 +71-80 +155.{ +70/-74.9 +71--09.6 +71-80 +1825 +70/.83.8 +701-00.3 +701-W +/-00.1 +71--00,2 +71-80 +71-.90 +188.3 +71--73.9 +71--90 +701-80 50.5/8' +/-58,1 +/48.5 +155.7 +701-05.7+71--02.5 +71-80 +/-80.1 +71--77.1 +71--00 ,/55.8 +71--71.3 +70!•85.3 +70180 0-59.8 +70/-79.8 +71--78.5 +71-80 +157.2 +71--78.4 +71-80 +71-.90 +1-03,1 +71--n3 +7x88.5 +71--90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) )SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 1 Or MAX ASSEMBLY MBLY BE Design Prssaun (pan for WMdows Attached to a Hort o hal Frain• Asasmbly Tube FRAME HEIGHT ASSEMBLY 1M ndow Width TUBE 1(r MAX. B under 21' 25-15/16' 27314' 3(" 33-1/2'95- 3T Anchor Group Anchor Gruup Anchor Anchor Group Group Anchor Group Anchor Gmup Anchor Group I• • AN All A9 All A B 1 CBD A B I CBD A B CBD undsr 23' +70180 +70/-00 +701-00 +701-00 +701-00 +71--07.6 +70/80 +7080+71--03.6 +71--90 +70180 +701.79.2 +70/-90 25-15/16' +7x80 +70/80 +701-00 +701-00 +71--90 +71-.90 +71-80 +70,.80 +701-90 +71-.90 +71--07.8 +701-90 +70/-90 35.3/x• +70180 +70140 +701-90 +70180 +70/.90 +71--90 +70/40 +70140 +701-80 +70/40 +71-80 +70/80 +701-90 41r +71-.90 +70140 +71--90 +70140 +70140 +70140 +71-40 +70140 +701-90 +70/.80 +70fao +70140 +70/.60 x 50.5/8' +71-40 +70/40 +70140 +70f-90 +70/40 +70/40 +70/40 +701.90 +71-.90 +70140 +701-W +70/40 +70/.90 80• +70140 +70140 +71-80 +70140 +71-40 +70/40 +70/40 +70140 +70140 +70140 +70140 +70/8D +701.90 e3• +70140 +70/480 +70/-00 +71-40 +71-40 +7x-60 +70/40 +71-.90 +71--90 +70140 +70140 1 +71-40 +71-.90 72• +71--00 +70/40 +71-40 +70/-80 +70t40 +701-00 +70140 +71-.90 +71--80 +701.90 +?IY40 +71-40 +71--90 76" +70/40 +71-40 +70140 +7a4o +70140 +71-40 +71--00 ,71-.90 «7a4o +70/40 +71--00 +70/40 +71--90 84" +71--90 +7014o 1 +70/-80 1 +7014o 1 +7100 +7x-60 +71114o NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) )SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME 1 Or MAX ASSEMBLY MBLY BE WINDOW FRAME HEIGHT ASSEMBLY TUBE 1(r MAX. X.W!I�DT�H�- ADDITIONAL ANCHOR • J4)' iii ADDITIONAL LHOR (4). IF RED. • • �1 1 WINDOW I• • WIDTH I•- • • FRAME 1 Or MAX ASSEMBLY MBLY BE TT WINDOW HEIGHT X.W!I�DT�H�- ADDITIONAL LHOR (4). IF RED. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS • • • • • OREQUIRED FOR THE FRAME ASSEMBLY IN • • • • • • TUBE. • • • • • • • • • • • • • SEE SHEETS 1 d 4 FOR VW� O • • • • • • • LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• • ••• • • • • • • • • • • • • - • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as con-ilsli'in8 with rhe Florida Building Code AAaAPtmtcc No ' 3 Expirsrica Date By AAionr ode Product C N J J W no CL c 0 W Z o � F Q r r J LL Q .. O �~ N a o r Tn 3 Tn W 0 mH C Z O $ O a) Z W U) co) wO O O Z W r O 0 am cn SO Ir 1. x 2W uQ 1-o 0 � N o novo � m -�rO nt��uyr N 0 0 8 z Lj a wz�rc O = V LYNN �'''•�, ``'t1-. •' �•10ENSF' • �((��� No. 58705 o 6R��' �� T'• 4-' i '•.P4ORIOP. 10NAL���r�cNG A LV�i1G l�l[LER` P.E. FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8"T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) 'FNB•= TROSIFOL VB BY KURARAY AMERICA, INC. -f- E WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 A 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. a SEMBLY E 10" MAXTWNDOWADDITIONAL Design Pressure (paQ br Single Wndowa• A9 Anchor Groups Window Wldth Design Preeaure (pol) for Wi d- Attached to a Vertkal Frame Assembly Tube order Z3' 2Std18' 2734" 3P 33-1/2' 3e" 37• HEIGHT Anchor Arclar Maar Anon. Arend, Group Anchor Group Amtrrz Group Gray Gnsq Group Group under 23• 25.15/16' 27314" 30" 33-1/2' 1 35' 37• window wwm under 23• +7* -W +701.90 +70-00 +71-W +70490 +701-00 +701-00 2515/18' 2515/16" +70`40 +701-90 +70/-00 +701-90 +70/-80 +701-00 +7x40 Anchor Group 3B -3B• +701-00 +701-00 +71-00 +70-00 +7040 +701.90 +701.90 A B C 48" +70/-00 +70-90 +701-90 +70/40 +70/-90 +70-00 +70-80 A B CAD 50.5!8" +701-80 +70/-90 +70/90 +701.90 +70-00 +701-00 +701-90 +701-00 6(• +701-00 +701-00 +701-00 +701-00 +70/.90 +701.88.8 +701.84.8 +70 01.8 -0 +70/-90 +70 +701.90 63• +701 +701-00 +701.90 +701-00 +701.87.2 +701-04 +701-78.9 +70190 +701-W 72" +7140 +71-00 +701.88.5 +701-81.5 +81-70 +801.89.4 *801.67.8 +138.4 +70/.80 +7040 +701-90 7A" +70-00 +701-00 +71-06.3 +701-76.7 +81-07.2 +80155.2 +W-83.3 +138.8 84• +701-00 +70/-00 +701.81.3 +801-70 +8151.8 BO' +191 «/JB.D +1.55.5 FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8"T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) 'FNB•= TROSIFOL VB BY KURARAY AMERICA, INC. -f- E WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 A 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. NOTES: 1):SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) :SEE SHEET 4 FOR SNUBBER REQUIREMENTS. T Dmigr Pressure (pe0 for Wmdm Attaomd to a IM mW From Auear" Tube SEMBLY E 10" MAXTWNDOWADDITIONAL WINDOW Design Preeaure (pol) for Wi d- Attached to a Vertkal Frame Assembly Tube order Z3' 2Std18' 2734" 3P 33-1/2' 3e" 37• HEIGHT Anchor Arclar Maar Anon. Arend, Group Anchor Group Amtrrz Group Gray Gnsq Group Group ASSEMBLY NI NI NI AM A 8 CAD A I B CAD A 8 CAD urdr 23 +70-0 ,71190 +70140 +7090 +70140 +7x57.6 +701-90 +70-00 +7053.6 +70146 +70140 +70/.79.2 +7090 10" MAX, 2&151 +ro4D +7040 +70j-90 +7040 +701-0 +M -W +701-6d +70%90 +7x90 +701-90 +7x57.6 +701-90 +ro4D window wwm +ro40 +70-90 .ra-90 +70140 +70/90 +7019) +701-90 +70/90 +70140 +761-00 +7019e.e +7040 +ra4o ADDITIONAL 49- +701-0 +70F40 +ro4D +70140 +701.90 +70140 +70/40 +70190 +70140 +70146 +70140 +70140 +7x90 f mrohor order 29' (4)• IF REQ. 2515/18' +701-90 +7&9D +7x40 +ra90I +70/-D +701-90 +7x96 +7096.8 +7098.6 +70196.6 +70154.6 .70-04.6 +7054.6 273/4' 30" 93.1/2"35" �1 7r 37• Anchor Group +70140 +70/90 +70158.3 +701-78.7 +3047.2 +6057.2 +601.,.2 .601562 +8056.2 +6x55.2 +3x93.3 +M.63.3 +80,93.3 Anchor Group Group Arp Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B CAD A B CAD A B C 0 A B C D A B CAD A B CAD under 23" +701-00 1 +70/-00 +701.90 +70/90 +70%90 +70/.90 +70/90 +701.90 +701.90 +701-0 +7x-90 +70/.90 +701.90 «701.90 +70/-90 +701-90 +701-90 +701-00 +701-90 +70/-90 +701.90 +70/.90 +70/-00 +701-90 2515/16" ,70.90 +7040 +70,1•W +70190 +70/-10 +7090 +70190 +701 -so +7040 «70.90 +70 01.8 -0 +70/-90 +70 +701.90 «701.80 .7040 +701.90 +70 -90 ,70 +70140 +71-00 0-9 «70.90 +7090 +70190 3&&r +7(V.80 +70/.78.4 +701.90 +70/40 +70194.5 +701-80 +7x40 +70/49 +70190 +701-W +701-73 +701.90 +701.90 +70140 +70151.8 +7x90 +70140 +701-90 «701-7&3 +701.90 +70-90 +701-74 +7090 +701-0 4W +701-76.2 +191.1 +701-73.1 +70190 +147.5 +70140 +70140 +/-83.1 +70f40 +70/-80 +138.4 +70/.80 +7040 +701-90 +145.4 +701-83.8 +70/40 +701-90 +/426 +70/.90 +70/40 +/$9.2 +70140 +70/40 505/6" +701-72.3 +/-57.9 +/-69.3 +70)-0 +/- +70.90 +70/40 +138.8 .70.80 +7040 +1-55.4 +70/48.7 +70/90 +700.90 +192 +701-79.5 +701-00 +701-0 +/..59.3 +70/-90 +7040 +6"8.1 +70/49.9 +70/40 BO' +191 «/JB.D +1.55.5 +7090 +f-07.1 17W .3 70/50.2 +70/5.6 +/.47.4 .701-75.8 +701-04.6 ./-56.1 +146.5 +155.7 +70156.7 +/51.5 +70/52.5 +701.90 +J.1 «701.77.1 +70/-W +/1.5 +701.71.3+70/55.+701- 3 5 .76.4,7.8+/.s.1 +/53.9 +7,1< aa+701.79.9 z.3AT NOTES: 1):SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) :SEE SHEET 4 FOR SNUBBER REQUIREMENTS. T Dmigr Pressure (pe0 for Wmdm Attaomd to a IM mW From Auear" Tube SEMBLY E 10" MAXTWNDOWADDITIONAL WINDOW eWind..WdN order Z3' 2Std18' 2734" 3P 33-1/2' 3e" 37• HEIGHT Anchor Arclar Maar Anon. Arend, Group Anchor Group Amtrrz Group Gray Gnsq Group Group ASSEMBLY NI NI NI AM A 8 CAD A I B CAD A 8 CAD urdr 23 +70-0 ,71190 +70140 +7090 +70140 +7x57.6 +701-90 +70-00 +7053.6 +70146 +70140 +70/.79.2 +7090 10" MAX, 2&151 +ro4D +7040 +70j-90 +7040 +701-0 +M -W +701-6d +70%90 +7x90 +701-90 +7x57.6 +701-90 +ro4D 33-W +ro40 +70-90 .ra-90 +70140 +70/90 +7019) +701-90 +70/90 +70140 +761-00 +7019e.e +7040 +ra4o ADDITIONAL 49- +701-0 +70F40 +ro4D +70140 +701.90 +70140 +70/40 +70190 +70140 +70146 +70140 +70140 +7x90 f 503/6" +70-0 +7090 +ro40 +71,190 +M -W +701-90 +701-90 L +70190 +701-M +70/-0 +ro49.8 +7090 +7x40 (4)• IF REQ. Off +701-90 +7&9D +7x40 +ra90I +70/-D +701-90 +7x96 +7096.8 +7098.6 +70196.6 +70154.6 .70-04.6 +7054.6 I WINDOWI 33• +70.90 +M-90 +7x-90 +7040 ,701 57.2 +701572 ,7057.2 +7054 +ro-54 +70154 +70-79.9 +701-79.9 +701-79.9 �1 7r .70/-90 +ra46 +705&5 .7051.5 +6'70 «Ba -7o +ea -To +ea -69.4 +60199.4 +8059.4 +6097.6 +6x57.0 +00157.6 76" +70140 +70/90 +70158.3 +701-78.7 +3047.2 +6057.2 +601.,.2 .601562 +8056.2 +6x55.2 +3x93.3 +M.63.3 +80,93.3 84" +701-90 +7(1-9) 1.70041.31 M-70 *6051.6 «0001.8 «ea91.e NOTES: 1):SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) :SEE SHEET 4 FOR SNUBBER REQUIREMENTS. T FRAME SEMBLY E 10" MAXTWNDOWADDITIONAL WINDOW FRAME HEIGHT ASSEMBLY _L II TUBE 10" MAX, HEIGHT ADDITIONAL ANCHOR (4)• IF REQ. WIDTH I WINDOWI • �1 WIDTH t� • SEE SHEETS 1 A 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY • • • • • • WBE. • • SEE SHEETS 1 8 4 FOR WINDOW %HOR • : 0 9 0 0 0 • : • • LOCATIONS AND QUANTITIES. SgrvSHEF41 • • • • • • • • • 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• • ••• • • • • • • • • • • • • - • • •• • • • • • • - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROD cyREVmPI} as 4omply-4 with 0. Flmrda Accepod manNo 1 ' Qb111•. i0`' €xpirati Dat. �Q�3 By Musni6*0+ �zrool Uj LU O in 0-1 Q fn z° Q 05 0` U FW- Z o o (L r= a w ti CO04 0 � U) LU O G7 N co alf O NZ §CD 0o N Z Wa. 3 N O O O Z w o U U o0 W< .0 m 0 -V5 to 0 U 2 u � N o ONO n Ut't00 �� i O� OS ] o FC yyX�U a F Z ' c oZ" u LY 1111111 111 ONY N'is/�''% �'t�•'••L\CENSE •'•. ��� �� _ * N0.58705 �Q 1.57 F • ��� ON A A. LYNN MILLER P.E. P.EA58705 FRAME SEMBLY E 10" MAXTWNDOWADDITIONAL T WINDOW HEIGHT I WIDTH NCHOR (4), IF REQ. SEE SHEETS 1 A 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY • • • • • • WBE. • • SEE SHEETS 1 8 4 FOR WINDOW %HOR • : 0 9 0 0 0 • : • • LOCATIONS AND QUANTITIES. SgrvSHEF41 • • • • • • • • • 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• • ••• • • • • • • • • • • • • - • • •• • • • • • • - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROD cyREVmPI} as 4omply-4 with 0. Flmrda Accepod manNo 1 ' Qb111•. i0`' €xpirati Dat. �Q�3 By Musni6*0+ �zrool Uj LU O in 0-1 Q fn z° Q 05 0` U FW- Z o o (L r= a w ti CO04 0 � U) LU O G7 N co alf O NZ §CD 0o N Z Wa. 3 N O O O Z w o U U o0 W< .0 m 0 -V5 to 0 U 2 u � N o ONO n Ut't00 �� i O� OS ] o FC yyX�U a F Z ' c oZ" u LY 1111111 111 ONY N'is/�''% �'t�•'••L\CENSE •'•. ��� �� _ * N0.58705 �Q 1.57 F • ��� ON A A. LYNN MILLER P.E. P.EA58705 FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN -.090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3116"T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SO"= SENTRYGLAS BY KURARAY AMERICA, INC. WINDOW HEIGHT SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES Design Pressure (pat for Wind- Attached to a tip Frame Assembly Tube Design Pressure (psp lar WBWme Attached to a Vedic tl Frame Assembly Tube Design Pressure (pal ler Single Windows, All Anchor Groups Window Width BWYWar under T3' 2S1&r16' 2744"M' I 3}1t2' 35' 37* HEIGHIT under 23' 2515/18" 27-/4" 30" 33-11T 35" 37- Tunder under23' +W/-130 +901-130 +90/•130 +90/-130 +901-130 .901-130 +801-130 27.314" 2575/18' +90/-130 +901-130 +9D/-130 +901-130 +9x•130 +901-130 +90/-130 Anchor Group 38-3/8' +901.130 +901-130 +901-130 +901-130 +901.130 +801-130 +90/430 • . • 48" +901-130 +901.130 +901-130 +901-130 +901-130 +90/-130 +901-130 A B C 503/8" +801.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +70x90 +701-00 +70/-80 80" +901-130 +901.130 +901-130 +901-130 +901-130 +g0/-130 +9x-130 +7x-00 +7x•90 +701-90 83" +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +95/•130 +70/40 +70/40 +7(Y40 72" +90x130 +901-130 +1)01-130 +901-130 +9x-130 +901-124.8 «901-11s.7 78' +901-130 +90/-130 +901-130 +901-130 +gp1-128.2 +Ba -118.7 +901-108.8 503!&• +70fa2.3 +1.67.9 +149.3 84' +901-130 +W/-130 +9x•130 +901-130 +901-118.4 W +/-01 +1.48.9 +1-58.5 +70140 +/.87.5 +7x.88.6 +7x-00 FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN -.090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3116"T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SO"= SENTRYGLAS BY KURARAY AMERICA, INC. WINDOW HEIGHT SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES NOTES'. 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pressure (pat for Wind- Attached to a tip Frame Assembly Tube Design Pressure (psp lar WBWme Attached to a Vedic tl Frame Assembly Tube Width BWYWar under T3' 2S1&r16' 2744"M' I 3}1t2' 35' 37* HEIGHIT Archer Anchor Anchor Anchor Anchor Gray Anchor Group Anchor Group GmLip Group Grab GMUP ASSEMBLY All All All M A B C&D A t7 C&D A 8 C8D under 23' +7x40 +7am +70/40 +7am +ram +701-878 +7am +ram +7x-03.8 +ram +7am +701-79.2 +701-00 25-15/15 +70140,7am +70/40 +70140 +7am +7am +70/40 +ram +7am +7am +701-87.8 ,ram +701-00 ia Wavn 3"Ir +7am +70140 +ram +70/40 +7am +7x40 +70/40 +7am +70140 ,ram ,70/40 +ram +7am 48' +70140 ,7am +7am .7am ,7am +7x40 +70140 +7am +70140 +7am ,7x40 +70140 +70140 ADDITIONAL IT] under 23' 251x18' 27.314" 30'r 331/2" • 35' 3i 1 • -- �1 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group . • Anchor Group Anchor Group • . • A B 7 C D A B CED A B C&D A B C D A B C D A B C&D A B C D ua)er 23' +7x-00 +70/-00 +7040 +7x-90 +70/m +70/m +701.90 +7x-80 +701.90 +70/-90 +70•90 +70/-00 +7x-90 +701.90 +70/-90 +70140 +70/40 +7am +70x90 +701-00 +70/-80 +70/-00 +7x-00 +70/-W +70140 V 2515118' +70/.90 +701-00 +70/-00 +70/40 +70/.80 +70140 +70/40 +70/40 +7x-90 +70y-00 +70/-90 +70/40 +701.90 +701.90 +7x-00 +7x•90 +701-90 +700-00 +70140 +70/40 +70/-00 +701410 +70/-00 +70/-90 +7x40 38.3/8' +70/40 +701-78.4 +70/40 +70/40 +70140 +70/.90 +70/40 +70/40 +70/40 +7(Y40 +70/40 +70/40 +701-00 +70140 +70140 .70fm +70140 +701-90 +70140 +70140 +7014D +70/-00 +70140 +70/-00 +7am 48' +701.78.2 +x81.1 +701-73.1 +70140 +701-84.4 +7am +7x40 +701-7&9 +7x40 +7x-80 +701-73 +70140 +7x-00 +70140 +70/.78.5 +7x40 +7a•W +7x-00 +7a•7s.1 +7x40 +7x-00 +701-02.9 r70/m +70140 +70140 503!&• +70fa2.3 +1.67.9 +149.3 +70140 +70/.80.1 +701-00 +70/-W +701-74.8 +70140 +701-W +/-W.2 +70/4&.7 +70/41) +lam +70L74.4 +701-00 +7x40 +7x40 +70/.71.2 +7(Ym +70/40 +701-78.8 +70)$9.9 +701-00 +70040 W +/-01 +1.48.9 +1-58.5 +70140 +/.87.5 +7x.88.6 +7x-00 +/.83.1 +701-01 +lam +/-W.4 +701-74.9 +701-09.8 +7x40 +/42.01 +70143.9 +701-80.3 +70140 +11.1 +7x40.2 +7011 +/48.3 +7aa5.9 +7x-00 +lam 63" +1.68.1 +1.48.5 +/-55.7 +7x.8&7 +/.84.3 +701.82.5 +7x-00 +1-00.1 +70/-77.1 +7am +/.85.8 +701-71.3 +70/-85.3 +7am +/-m.8 +701-78.8 +701.7&.5 +7am +1.87.2 +701-7&.4 +7am +/43.1 +701-72.3 +7(Y-88.5 +7am NOTES'. 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pressure (pat for Wind- Attached to a tip Frame Assembly Tube ASSEMBLY TUBE Width BWYWar under T3' 2S1&r16' 2744"M' I 3}1t2' 35' 37* HEIGHIT Archer Anchor Anchor Anchor Anchor Gray Anchor Group Anchor Group GmLip Group Grab GMUP ASSEMBLY All All All M A B C&D A t7 C&D A 8 C8D under 23' +7x40 +7am +70/40 +7am +ram +701-878 +7am +ram +7x-03.8 +ram +7am +701-79.2 +701-00 25-15/15 +70140,7am +70/40 +70140 +7am +7am +70/40 +ram +7am +7am +701-87.8 ,ram +701-00 10• MAX. 3"Ir +7am +70140 +ram +70/40 +7am +7x40 +70/40 +7am +70140 ,ram ,70/40 +ram +7am 48' +70140 ,7am +7am .7am ,7am +7x40 +70140 +7am +70140 +7am ,7x40 +70140 +70140 ADDITIONAL 50.5/8' +7am +70/40 +7x40 +ram +7am +70/ -Go +70/40 +70(40 +7am +7am ,7am0+7014)0+70140.7am ANCHOR ,7am +ram +7am +70/40 +ra40 +7am +70140 ,ra40 ,ram +7am83' ••• • (4), IF REQ. +701-90 +7am +7am +7am +ra40 +7am ,ram +ram +ra40 +ra40 +7am72- • WINDOW ,70140 +7am +7am +7am +ram ,ram +7am +7am +ram ,ram +70140Te• 1 • -- �1 +7x40 +7x40 +70140 +70/40 +70/40 +7am +7am +7am ,ram +ram +ram - I� • 69" +7am +7am +7am +7am +7am +ram +ram NOTES'. 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME 10' MAX -w-I I-.-- I ASSEMBLY TUBE WINDOW LOCATIONS AND QUANTRIES. SEE SHEET FRAME HEIGHIT ASSEMBLY J.._1-___ TUBE 10• MAX. HEIGHT TUBE. ADDITIONAL ANCHOR • ••• • (4), IF REQ. ADDITIONAL ANCHOR (4), IF REO. • WINDOW • 1 • -- �1 WIDTH - I� • FRAME 10' MAX -w-I I-.-- I ASSEMBLY TUBE I LOCATIONS AND QUANTRIES. SEE SHEET • • WINDOW REQUIRED FOR THE FRAME ASSEMBLY HEIGHT TUBE. •• ••• • ••• • WINDOW I _ WIDTH fT ADDITIONAL ANCHOR (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS • • • • • • • • • • REQUIRED FOR THE FRAME ASSEMBLY • • • • • • • • TUBE. • as • • • & • SEE SHEETS 1 & 4 FOR WINDOW • • • • • • • • LOCATIONS AND QUANTRIES. SEE SHEET • • 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• • ••• • • • • • • • • • •• •• • • . • . • . • . . . . • . . •. • . • . • • . • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • =�I�;c� r1�,vTSBD :nmlky.* with the FYtitla �1?-0614•t4- •;Itirsticn Ipso �7j Mian Dabo'AoEu4«.'+:raw? Tn-71 _j LLJ t` Q CL N zV o � w z_ s� Q r J r o Q Vr LL r= ..0 a LU I� N 0 LU Q a H W N O 0 �Z 60 U Z W O0 z W a r o (n (n o :� W Q o 0 m 0 0/:n (� \ v °x is °W @ 80 U K n c ONO O o r Z r.i a UZ oZ n `j111111117 j/ i :�``��O• VIGENS•�M�C No. 58705 %O0 STATE "ss!ONAL 1ENG A, LYNN MILLER P.E. PEA 58705 Item Dwg.0 Description Material 1 7002 Main Frame Head, Sill & Jamb 60B3 -T6 Alum. 2 7071 Anchor Plate 618348 Alum, 3 7003 Sash Top, Bottom & Side Rail 6063 -TB Alum, 4 7008 Frame Comer Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam s 7070 Bulb Weetherstri .187" X.275" Flex PVC 70 10 7024 Maxim Multi -Point lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper steel 13 7013 Tie Bar Guide Nylon 14 1 7015 Tie BarAssembly Steel or SS 35 7028 MaximDyad Operator, WWa24" Steel 16 7027 Maxim Dual Arm Operator, WW>24" Steel 17 7030 Operator Gasket Vinyl Foam 1s 7031 Operator Backing Plate Steel 19 7051 Operators acer8loek Nylon 20 7032 Stud Bracket Steel 21 7033 operator Track & Slider Dual Arm 22 7023 E ressHina Flea D Mantrf. Truth 23 7050 E ressHine ashable HD) Manuf. Truth 24 Snubber Anti -blowout Clip NPD 32 1713 SettingBlock 5/32"x 3/16"x 1-1/4" 33 1714 SettingBlock 5/32" x 7/16" x 1-1/4" 35 7036 Leml Bead B 36 7042 LamlBead C 0083-TBAIum. 37 7059 Lami Bead D 608S -T6 ate• 38 1224 Vinyl Bulb Ws Ick Flex PVC 70 39 1225 Vinyl Bulb Ws In Flex PVC 70 50 Dow 899 Backbedding 60 7006 Screen Frame 3106+114 Alum. 61 7040 Screen Comer Key Po7Propolens 62 Screen Cloth Fiberglass 63 1635 ScreenSpline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add-on Flange 6DW_T6 Alum. 71 7OD4 Frame Assy Tube 8083.78 Alum s0 #8.32 x 2" Ph. Pn. Mach. ScrTYPE 8 Stainless Steel 81 1157 #8 x 1/2" Ph. Pn. SMS Stainless Steel 82 #8 x 5/9" Fl. Ph. SMS Stainless Steel 83 #8x 7 8" FI. Ph. SMS Stainless Steel 84 #8x 1" FI. Ph. TEK Stainless Steel 85 #8x 1" Quad Pn SMS Stainless Steel 86 #8 X 1-1/2" Quad Pn SMS Stainless Steel E7 #10x 2" Ph. PnJ TEK Stainless Steel 89 9/16" Ph. Pn. TYPE F Stainless Steel 90#10.24x Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3, SHEET 4 t,10ENSF'• ���• % • No. 58705 '.• a : • • • • P J • 1070 TESHNOL6C♦ ERNE '•R,E OR 10 ��� N. VINIClk FL 34675 •(941) 080-1.00 S'ON AL tE a . i • RS"� I7 • A LYNN MILLER, P.E !LLL RNHrB R EWED PRODUCT REVISED as ,wnplying with the F1reikM Baridmg Code Acceptance E Revises aBy: Dote: Revision: xnation Dale :R 05/25/17 SHEEfHANGES THIS VAIII ply k Revised*py: Dote: Revision: Des 6puon: Drawn t3y: BOM AND CORNER VIEW J ROSOWSKI CACiERENT WINDOW DETAILS - LM & SM 08/08/12 Series/bde• ';"'e: Sheet: Growing No. Rev: •• CR -740 NTS 10 OF 11 MD-CA740-LM C • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STRUCT POLYISOBUTY WITH DESIC EXT. GLA: 7� KODISPACE OA(2r TDC STRUCTURAL SILICONE OM. FOAM WITH DESICCANT AZA EXT. GLASS—v -MELT BUM — 3/16" NOM. «U/ DINT. GLASS SUPER 797 SPACER@NXT- 702 DURASEAL® ,D3 XL EDGET" SPACER 0 SPACER ;ANT FILL AREA —5/16" NOM. SILICONE SEAL INT. GLASS Part # n�n.rvrc�cmcn, POLYISO- Material BUTYLENE Kommeding 4SG TPS Spacer System 5/16" NOM. SEAL BUTYL & 102 Quanex Duraseal Spacer DESICCANT ROLLfORMED _ FOAM STAINLESS STEEL EXT.GLASS s'•. //�` '11,111177•&.1TR• 100/0NAL ••(991) X80 lS A L1TaALER,P. AL R&M REeEOM) EXT. GLASS —� CERT. OF AUTH. #29298 #7004, 6063-T6 • • • INT. GLASS 702 DURASEAL® ,D3 XL EDGET" SPACER 0 SPACER ;ANT FILL AREA —5/16" NOM. SILICONE SEAL INT. GLASS Part # Description Material 100 Kommeding 4SG TPS Spacer System See this Street for Materials 101 Quanex Super Spacer nXT with Hot Melt Butyl 102 Quanex Duraseal Spacer 103 Cardinal )OL Edge Spacer NO., 2.979" .439" OFRAME HEAD, SILL & JAMB #7002,6063-T6 1� 1.356' p� 1" .095' 2 ANCHOR PLATE #7071, 6063-T6 706' .050' .665" LLSS 35 BEAD B #7036, 6063-T6 .nr .670 .569• 37 BEAD D #7059, 6063-T6 tit n u l„� 1.124" .725' • • ••• • • ,k No. 58705 '•: •*4r • • • • -p ��,�'•, TE i�(�s"COM� ....•.��J• 1070 TESHNOML-OW�M*RIVE N. VL•NIC0,, FL 341750 s'•. //�` '11,111177•&.1TR• 100/0NAL ••(991) X80 lS A L1TaALER,P. AL R&M REeEOM) P.E.#58705 CERT. OF AUTH. #29298 c —F�nl i 434 cpl� ��4 - 962' NOM. 1.159 2.139” 3 SASH TOP, BOTTOM & SIDE #7003,6063-T6 �jA .040' 1.000" .423" ---1--f FIXED 60 SCREEN FRAME #7006, 3105-1-114 .523' .050" .865' T 36 BEAD C #7042,6063-T6 ate: I Revision: 05(25(17 NO CHANGES THIS SHEET. N.; I Revision: •• 2.203' --{ +9=j i 083 .093' 70 ADDON FLANGE #134, 6063-T6 PRODUCT REVISED as compiyinB with tM FWWs 43uitdiog Code A.M.— No �7- 1 .14 6cpim " Date'.'J7 BY a ai ad# Description: Drown By: EXTRUSIONS & SPACERS J ROSOWSKI fY' • • •CAS.E DENT WINDOW DETAILS - LM & SM 08/08/12 Seriesde} Scale: Sheef: Drawing No. Rev: •• CQ -740 NTS 11 OF 11 MD -8A'740 -LM C ••• 1.124" .725' • • ••• • • 2.701' .062' 093' 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 2.203' --{ +9=j i 083 .093' 70 ADDON FLANGE #134, 6063-T6 PRODUCT REVISED as compiyinB with tM FWWs 43uitdiog Code A.M.— No �7- 1 .14 6cpim " Date'.'J7 BY a ai ad# Description: Drown By: EXTRUSIONS & SPACERS J ROSOWSKI fY' • • •CAS.E DENT WINDOW DETAILS - LM & SM 08/08/12 Seriesde} Scale: Sheef: Drawing No. Rev: •• CQ -740 NTS 11 OF 11 MD -8A'740 -LM C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •