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OFFICE USE ONLY: RECEIVED DATE FILED: PERMIT# 1805-0657 SEP 2.0 2010 REVISION FEE: RECEIPT# Permitting Department Stltmcle County PLANNING & DEVELe"MENT SET' -.CES COUNTY . BUILDING&CODF ULATION ' :ION F L 0 R- `I ,D' :A. 2300 V 4 AVENUT FORT P .'L 34982 (772)462 AX(772)- /8 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SUE ADDRESS: 4914 Paleo Pines Cir. Fort Pierce, FL 34951 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: REVISE PERMIT TO ADD 11 WINDOWS SIZE FOR SIZE Increase job value+18464.00 Total after Revision: 23745.00 C.L 4?ACT ODOu..10 D3,g3 op 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: CGC1514813 ST. LUCIE COUNTY CERT.#: BUSINESS NAME: The Hume Depot QUALIFIERS NAMERaquel Swanner ADDRESS: 6500 NW 12TPT7 ve. ui e CITY: Fort Lauderdale STATE: FL ZIP: 33309 PHONE(DAYTIME): (407) 469 - 5599 Ext 357 FAX: 4. OWNER/BUILDER INFORMATION: NAME: Steven Phillippe ADDRESS: 4914 Paleo Pines Cir. CITY: ron rierce STATE: FL ZIP: 34951 PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: _ e7:3- y t �� cyf Revised 07/22/2014 e7:3-VA�Y ^5 I .r G ) t (11 4.0. �[ vS:"6+1 City { C +y J{ isS s. � Cry;! i.d f-i� U2( T. GUIFFER MEASURE SHEET RECEIVED '" SEP 2 01018 Job*: /-6 /'/7(4 7- r:��'� u/� � Perm H�JE tting Department �"' ��,'.//� fit,wog Count rie SERVICES Date: Consult -)€4f'I l�► S Customer •54r Hggee.. :pie 6 . . Install:Seamless Aluminum 5 or 6"'Glitter witIrStandard or Commercial DownspoqA. 11 ,, SKETENTIRE RO oo . . 0 . . . . r r �yti .x titNi* : Jel) .1 : : : 5-. V..Yit. -. . : : : -. : : : : 6 1( CI) • • • • • • • • • l' .62 W. •: : •: : : : : : : : : a?C . . . . •x 0X-3 Key Code Install Gutter No Gutter - ( Story Down Spouts O Story Down Spouts MEASUREMENTS AND SPECIFICATIONS 1.Remove Existing Gutter Yes [ No ❑ Leaf Protection Panel Yeti [p No p 2.Gutters-(Linear Feet) 3,Loaf Protection ,(Linear Feet) 4.Total Feet... • .. - Section A Section A Total of l:Story:DIS II DVS x 13•a Section B Section13 (Each DIS 13' Section C Section C Section D Section D Til Feet of 2 Story DIS 1 D/5 x 23. (Each WS 231 Total Un FL Total Un Gutter Color Color MS Color 5.Roof Type: ti.Other Tile 0 Composition ❑ Fascia Board [j Open Rafter Tails 0 i Metal D COMMENTS _ f )•1747 PFC4 Scanned with CamScanner l )` M„ ,,: „_pGT:OADER£ORM ..,.„_.,d,,, 1 SPEC SKEET# I 2 �._. ��,_ Sheetof DEALER NAME THD AT HOME SERVICES BOX/CRATE ORDER EMAIL SENT TIME 04:42:16 SALES CONSULTANT Kevin Walsh YES NO YES NO DATE 09/15/2018 ORDERED BY PGT USE CSR&EXT TOM V.x21326 ALICE W.x21343 ORDERED BY PHONE# S.O.# DEALER# 12228 CITY,STATE SHIP DATE CUSTOMER sieve'minim., SHIP TO# SHIP VIA JOB# 1-6KHAOBT MDI? YES NO ' LEAD TIME AUTH PO# IF'NO'INDICATE STANDARDS DESIRED _ CHECKERS INITIALS WINGUARD(IMPACT) ENERGYVUE(NON-IMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO YES NO REMODEL +NEW CONSTRUCTION WOOD OPENING 012 WOOD SCREW 1/4"SS TAPCON 1/4•SS4 CRETEFLEX CONCRETE OPENING • ° FINISH • OPENING°SIZE i DOORS SLIDE DIRECTION' GRIDS M asurelNG SIZE ;`� r Tech Input,,`. o .;STO �: X O eratin .. TYPE. T Por- Hardware OPT w• v • • : � J--S-StatiorlA� - ,HANDING FLAT; -off- ,,, BOl'TOM -Screens � MISG,ITEMS WIf77H HEIGHT-- „. .;. ,..-.: (F) . :. . .,R, .>. .. in: U I`. GOUNT AODM DTY;SERIES.#.-CODE-..�FFiAME_.INTERIOR- E [ERIOI? ,(In), .(in.)„z UI •>_ STACK_ Vlewedlromthe;outsrde- (RHror•tH).', ;SCULPTURED(S)'PATTEFN ,or-ALL ,,. , .„k ,., &Mulls -.CODE {iny':_ ( ) I LIV 5500 3 PNL 1/4 B WH WH 96.00 60.00 156 Stendartl,Slander d:WHT 2 MEED 5500 1 PNL 8 WH WH 60,00 60.00 120 X S Stenderd,5tander d:WHT 3 /ABED 5500 1 PNL a WA WH 60.00 60.00 (20 % S Standerd,Stender . d:WHT 4 MBED 5500 1 PNL B WV WH 48.00 60.00 108 - X 8 Stendard,siandar d:WHT 5 BEo1 5500 1 PNL B WH WH 49.00 36.00 84 X S Standerd,Stander d:WHT 6 BATH 5500 PW 9 H WH W 47.00 59.00 106 Standard M INSTALLER NOTES: MANUFACTURER NOTES: Job Level MISCO):Engineering end Permit I have reviewed and agreed with all job specifications and the Special Terms&Conditions on the back of the yellow(Customer)copy. Customer Signature 1SPEC,SHEET%I ,,, '(Sheet 2 of 2 DEALER NAME THD AT HOME SERVICES BOX/CRATE ORDER EMAIL SENT TIME 04:42:16 SALES CONSULTANT Kevin Welsh YES NO YES NO DATE 09/16/2018 ORDERED BY PGT USE CSR&EXT TOM V.x21326 ALICE W.x21343 ORDERED BY PHONE# S.O.# DEALER# 12228 CITY,STATE SHIP DATE CUSTOMER Steve Phillippe SHIP TO# SHIP VIA JOB# 1-6KHAO6T MDI? YES NO LEAD TIME AUTH PO# IF'NO'INDICATE STANDARDS DESIRED CHECKERS INITIALS WINGUARD(IMPACT) ENERGWUE(NON-IMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO YES NO REMODEL +NEW CONSTRUCTION WOOD OPENING #12 WOOD SCREW 1/4°SS TAPCON 1/4°SS4 CRETEFLEX CONCRETE OPENING FINISH OPENING SIZE DOORS SLIDE`DIRECTION GRIDS OPENING SIZE: or MeasureTech Input ', -� 00 OptIons LABOR z ,, ,,,.,,, „,: ;,,, 'STD. X Operating. TYPE ;� TO<',or=, Har�iNate, OPTIONS/,„;;,, PGT' , SPEC "nor=,00X -',. :7 :WIDTH HEIGHT �' .� ror-REV ,.;•S Stalloria . .`"HANDING :FLA'! d[- BOTTOM Screens "e:MISC ITEMS sWIDTH HEIGHT.. ,..._ ...wry -. ., .,(R......,S) PA .`!: _ i^, UI, COUNT ;�C70M, QTY,:SERIES#.��CODE�.,�FQAME�JNTERtOR`';EXTERIOR ;k(Ip) .-.-(IDJ„ UI.,,Rte, xc;..;STACK„';Vlewedlrom,7he;outslde�:' (RH�Dr4N? �_.. SCULP,7UREp(S),PATTERN -or-ALL' . � � ,„„�z, �,&`Mulls ;,�;GODE .=.(in.), ( ) ._ 7 XITCH 5600 SH 8 WH H 52.00 44.00 96 5lendertl,5l d r d WHT 8 BREAK 5500 SH B WH H 19.00 .63.00 82 Standard,Standar MULL d WHT 9 BREAK 5500 5H B WH H 37.00 63.00 100 Slandard,StandarMULLR d WHT 10 BREAK 5500 SH a WH H 19.00 63.00 82 Standxrd,Standar MULL R d WHT 11 GAR 5500 1 PNL B WH H 48.00 36.00 84 X S Standard,Standar d:WHT INSTALLER NOTES: MANUFACTURER NOTES: Job Level MISC(1):Engineering end Permit I have reviewed and agreed with all job specifications and the Special Terms&Conditions on the back of the yellow(Customer)copy. Customer Signature M IAM I•DADE> -� MIAMI-DADS COUNTY CQU .: PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material failsI 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 "HR-5510"PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD41R5510-01 titled"Horizontal Roller-LM",sheets 1 through 18 of 18,dated 05/15/15,with revision B dated 03/27/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 NOA#16-0714.17 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. 1 NOA No.17-0411.08 . MIAMI•DADE COUNTY 4 Expiration Date: September,24,2020 :APPROVED 1 ,_. ,; :._ L 5 (.1 Approval Date: August 31,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.10) 2. Drawing No. M])-1185510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer°NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0719.17) 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No.15-0903.10) Jorge M.Plasencia,P.E. Pr duct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-1 PGT Industries,Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test! Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Jorge M.Plasencia,P.E. Pry uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition(2014) and FBC- 6th Edition (2017), dated 08/02/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 03/31/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.17) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. Supervisor,Product Control Section. (Submitted under NOA No.15-0903.10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17,issued to PGT Industries,Inc. for their Series "HR-5510"PVC Horizontal Rolling Window-L.M.I., approved on 09/01/17 and expiring on 09/24/20. Jorge M.Piasencia,P.E. Product Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-3 • 2-5 ANCHORS,SEEDESIGN PRESSURE RATING IMPACT RATING _ \ CLUSTER DETAILS SHEET 5 1--+_{ I�+- 12-3/4'MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE 8"MAX. ---1 �- I B,SEE -1-l/4' LEVEL,SEE SHEETS 6-8 IMPACT RESISTANT SHEET 3---- - ,'""ll� MAX. -►-I SHEETS _ D,SEE 2-5 ANCHORS,SEE CLUSTER - I ¢16 'SHEE7a DETAILS SHEETS 15.85' _I I_ -.-I Imo-- 18.._. B,EET3 A,SEE r =-10, x_ -�_ _ _ �� 6'MAX. H-- MAX.O.C. 'll II I I ._..�.B,SEE SHEETS -- C SEE I �_ - SHEETS II A 10'MAX I, SHEET 4I E,9EE I!�I� . -FYI -' -�� 19" 76" I I I IC 9HEET3�I11 II E EQUALLY I MAX.O.C. MAX 72" II 1) SPACED BUCK MAX. 63' ANCHORS PER / / HEIGHT - / / I BUCK EQUALLY / / / I MAX. TABLES 17-22 1 HEIGHT SPACED I / / / II + HEIGHT / ANCHORS PER / SEE TABLES 23,27 SHEETS II. / / . 9.16 I I I 15.67 I� 0 X X II. • X' Q X III MAX.O.C. ..., 8'MAX �yq B MAX. _` -.--- -_ �--VIII SEE SILL _ SEE SILL •_ WEEPHOLE I WEEPHOLE SEESILL - '-ag 4"O.C. I I 3"MAX. 4"O.C. 3"MAX. WEEPHOLE 4'O.C.BETWEEN DETAILS, I I - DETAILS, BETWEEN I Y -�-- 3"MAX. SHEET 3 BETWEEN --��.""111 YYY'44`------ L SHEETT4 L._.� DETAILS, WEEPHOLES WEEPHOLES -►8 WEEPHOLES D SHEET 3 75"MAX.BUCK WIDTH - - 75"MAX.BUCK WIDTH -- 140'MAX.BUCK WIDTH - ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME • SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE(PBC),6TH EDITION GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(PBC).5TH EDITION - •ASTM E1300.09 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION • 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD UTE(CAP)MUST TEMPERED. •ALUMINUM DESIGN MANUAL,ADM-2015 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 •AISI S100-12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. •AISC 360-10 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 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GENERAL NOTES 1 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS 1 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,GLASS&ANCHOR 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS 2 ' 7)DESIGN PRESSURES: - INSTALLATION,FLANGE& • A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1350. - EQUAL LEG/BOX 3 ' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. • &J-CHANNEL 4 6)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 GLAZING DETAILS. 5 ' ' 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 DESIGN PRESSURES 6.8 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ANCHOR QUANTITIES B-16 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EXTRUSION PROFILES&BOM....17 10)REFERENCES:TEST REPORTS FTL-8072,8073&8074;ELCO ULTRACON NDA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER ASSEMBLY 18 SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM DESIGN MANUAL PRODUCT REVISED 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. as complying with the Florida Building Code NOA-No. 17-0411.08 USER INSTRUCTIONS: ,,I U II r r,,/ Expiration Pato 09/24/2020 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. �� /7 Revised By. Date: Revision: P 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE I)AND `��•�pNY.LYfyy�i,,� JR 03/27/17 NOTETOANCHORDTY.1BL9. By _ "--- REINFORCEMENT LEVEL,DETERMINE YOUR WINDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING . „,,,,,\... ..' ' 1,ICEN$F �� Miami-B a Product Control TABLES 6-16(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING Q•;' %.,,, ./,I Rebleed By. Date: Revision: OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. NO,58705 • 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET2 ACCORDING TO THE INSTALLATION t. = *: *- CONDITIONS. - = Drown By: 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9.18),VERIFY THE ANCHOR/SUBSTRATE WILL MEET -"9 ;' - ® Description: REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3.AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET �p 3 J :re= GENERAL NOTES&ELEVATION J ROSOWSKI SET ARE MET. -.:••9%••••. IE �;•(0� 1070 TECHNOLOGY DRIVE ITS,: Dote: 5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. ''..• '••f<DRI• DI`.-•`G\ •., (941)-480-1600VE 34275 HORIZONTAL ROLLER-LM 05/15/15 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. • '',,,'ONAL `0\ COPYRIGHT 02017 POT INDUSTRIES,INC. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, //Y t I I I I 11`` ALL 00573 RESERVED Series/ModeC Scale: Sheet: Drawing No. Rev: A.LYNEM 5758 PE. CERT.OFAUTH.1129298 HR-5510 NTS 1 OF 18 MD-HR5510-01 B INTEGRAL FIN OR EQUAL LEO/BOX),SEE FIGURE B ON SHEET 2. p.E.t158705 . TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Frame Glass Type Description(Listed from Exterior to Interior) - "A"='ANNEALEDTypes Options Installation Substrate Option Detail Sheet "H"=HEAT STRENGTHENED (see Flg B) (see Table 1) Conditions 5 7/8"Laminated I,G.:1/8"A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Interlayer -r-=TEMPERED 6 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16"Alr Space+5/16"Laminated;(2)Utes of 1/8°A Glass with.090"PVB Interlayer -PVB"=.090"TROSIFOL®PVB Through the ....into 2X Wood Frame/Buckslrip-sheet 4,option 5 BY KURARAY AMERICA,INC. •).Channel Integral fin ....into Metal-sheet 4,option 8 7 718"Laminated I.G.:3/16"A Exterior Cap+3/8"Air Spacer 5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Interlayer 1-4 8 7/8"Laminated I.G.:3/16"T Exterior Cap+3/5"Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interlayer "so'=.090"SENTRYGLAS® (#1) Through the frame ....Into 2X Wood Frame7Bucketdp•sheet 4,option 6 INTERLAYER BY KURARAY of the window ....Into Metal-sheet 4,option 7 10 7/B'Laminated I.G.:118'T Exterior Cap+7/16"Alr Space+5/16"Laminated;(2)Utes of 1/8'H Glass with,090"SG Interlayer AMERICA.INC. ....Into 2X Wood Frame/Buckstrip-sheet 3,option 1 11 7/8"Laminated I.G.:3/16"A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Utes of 1/8"H Glass with.090"SG Interlayer Flange Through the frame ....Into Concrete/CMU-sheet 3,option 2 12 718"Laminated I.G.:3/16"T Exterior Cep+3/8"Air Spaoe 4 5/16"Laminated;(2)Utes of 1/8"H Glass with.090"SG Intedayer (#21 1 4 of the window ..-through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 14 7/8"Laminated I.G.:1/8"T Exterior C +5/16"Air Space+7/18'Laminated;(2)Liles of 3/16"A Glass with.090"SG interlayer GLASS TYPES 5,7,11 815 ....Into Metal-sheet 3,option 4 Cap P y MAY NOT BE USED IN THE 15 718'Laminated I.G.:3/16"A Exterior Cap+1/4'Air Space+7/16"Laminated;(2)Utes of 3/16"A Glass with.090"SG Intedayer 0 HVHZ ABOVE 30'. Through the ....Into 2X Wood Frame/Buckstdp-sheet 4,option 5 16 7/8°Laminated I.G.:3/16'T Exterior Cap+1/4"Air Space+7/16'Laminated;(2)Utes of 3/16"A Glass with.090"SG Interlayer Integral Fin 1 4 integral nn nto Metal-sheet 4,option B SEE SHEET 6,TABLE 5 FOR GLAZING/DESIGN PRESSURE/ANCHORAGE INDEX ( ) Through the frame ....Into 2X Wood Frasheet 4,option dp-sheet 4,option 6 of the window ....Into Metal-sheet 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ....Into 2X Wood Frame/Buckstrip-sheet 3,option 1 Box/ Through the frame ....Into Concrete/CMU-sheet 3,option 2 GroupAnchor Substrate Min.Edge Min. •MIN,OF 3 Material Min.Fr Min.P,, Equal-Leg 1-4 Distance Prrrbedment' THREADS of the window ....through 1XBuckstrip into Concrete/CMU-sheet 3,option 3 Steel Screw 92 lad 120)(al P.T.Southern Pine(SG=O75,r`)r 7I16" ---1•3I8" BEYOND THE ....into Metal-sheet 3,option 4 #10 SMS METAL 18A Screw 60 ksI 95 ksi (steel,18-8 S.S. Steel,A36' 3/8" 0.050" SUBSTRATE, 410 Screw 90 lot 110 ksi or 410 S.S.) 'UNGROUTED Steel Stud,A653 Gr.33' 3/8" 0.0451'(18 Ga.) Elco Aggre-Gator® 57 ksl 96 hot • A Aluminum,6063-T5' 3/8" 0.050" CMU'VALUES Elco UltreCon9 155 kel 177 Eel FIGURE B:FRAME TYPES • P.T.Southern Pine(SG=0.55) 7116" 1-3/8" MAYBE USED 410 SS Eloo CroteFlex® 127.4 ksi 189.7 ksi . 3/16"steel Ultracon Concrete(min.2.85 kat) 1" 1-3/8" FOR GROUTED 6063.75 Aluminum 16 ksi 22 ksi 1='=. s . Ungrouted CMU,(ASTM C-90) 2-10 1-1/4" CMU A3e Steel 36 kei - 58 ksi I APPLICATIONS. Gr.33 Steel Stud 33 ksi 45 kat CO U■ 0 #12SM5 P.T.Southern Pine(SG=0.55) 9/16° 1-3/8" - Steel,A36' 3/8' 0.050' U BOX OR •f B (steel,18-8 S.S. Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) FLANGE EQUAL- oM'Ir 410 S.S.) INSTALLATION NOTES,SEE SHEETS 3 84 FOR ILLUSTRATIONS: �- LEG Aluminum,6063-15' 318" 0.063" Concrete(min.2.85 ksi) 1° 1-3/4" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES .. .0111111 ,� ' C 1/4"steel Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 2 8 3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. o • 1/4'steel Creteflex Concrete(min.3.35 ksi) 1" 1-3/4" ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OF Ti-IE WINDOW. 1/4'steel Ultracon Concrete(min.2.85 ksl) 2-1/2" 13/4" • 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, t--r5 rn ( r=L 1/4"steel Cfeleflex • Concrete(min.3.35 ksi) 2-1/2" 1314" THIS SHEET.ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE 0 0 0. CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED INTEGRAL D 1/4"steel Creteflex J•CHANNEL RI ��` P.7.Southern Pine(SG=0.55) 1" 1.3/8" AS 2X ARE 1-1/2'THICK OR GREATER.1XAND 2X BUCKS(WHEN USED) i FIN 1/4"steel Aggre-Gator Concrete(min.3.275 Ks)) 1-1/2" 1-3/8" SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE P.T.Southern Pine SG=0.55 1" 13/8 STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE .- • 1/4"steel Aggre-Gator ( ) RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. oo,� '� Grouted CMU,(ASTM C-90) 2" 2" 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT • OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN as complying with the Florida Min.Edge Min. 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Building BOA-No. 17-0411.08 Group Anchor Substrate Distance Embedment' E 2-1/2"x.131'Common Nail P.T.Southern Pine(SG=0.55) 3/8" 2-7/16" 71>•i r r r r r r i r1j Revised By Dote: Rwreron: Expiration Date 09/24/2020 �••%sSIV LYNN ,, JR 03/27/17 NO CHANGES THISSHIEEr. 2-1/2"Ring-ehenk Roofing Neil P.T.Southern Pine(SG=0.55) 3/8" 2-7/16" s ,+N... �,. - �11jy ; B ucens f'•,� i Iro..---.4r Rovresd By: Data Revision: Mime-D a Pror uct Centro P.T.Southern Pine(SG=0.55) 1/2" 1-3/8" `Ss Q. -. #10 Trusshead SMS '' Aluminum,X63-TS' 318" 0.050' '*:' No.58705 (steel,18-8 S.S. Steel Stud,Gr.33' 318" 0,0451'(18 Ga.) = *.- --..:(34,...... ® Description: Drawn�' F Dr4loss.) Steel,A36* 310^ 0.050" =-D°• yy GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI MIN.OF 3 -'p 3 S I '�- .'��` 1070 TECHNOLOGY ORPW Title: P.T.Southern Pine(SG=0.55) 9/16" 1-318" THREADS ST E O Dote: #12 SMS Aluminum,6063-75' 3/8" 0.063" BEYOND THE F �/` N VENICE,FL 34275 j F •'•.tORIDP,.•' S�, (8.1)-480-1600 HORIZONTAL ROLLER-LM 05/15/15 •(steel,18-85.5. METAL. '+ SG Steel Stud,Gr,33" 3/8" 0.050" '016'/O....... a COPYpI ALL IIneorRESERVED INDUSTRIES.INC. or 410 S,S.) SUBSTRATE. NAL E 0� ALL MINTS aE9Er1VEo sem modal: Scale: Shook DrvMnp No. Rev: Steel,A36. 318" 0.050" 7je,owl M58705,P.E• CERT.OFAIJTH.#29296 HR-5510 NTS 2 OF 18 MD-HR5510-01 B P,E.N 59706 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION21 oRooR® ANCHORED THROUGH FRAME AND IX INSTALLATION EMBEDMENT AND EDGE OPTION 4 BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) SEE NOTE 2,SHEET 2. SEE TABLE 2,SHEET 2. TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE I.-- ►{ FRAME INTO METAL "XO"OR"OX"SASH 1/4•MAX SHIM EMBEDMENT FFRAME R BUC WOOD 0 ®®� SEE OTE 2,HEETR2. °• ' 1/4"MAX.SHIM ®i FLANGE - J ��± EMBEDMENT #10 OR#12 STEEL I�� ` ® ®�(., _ 0 SASHLE _C;� -�C DISTANCE FRAME + + SMS(G5),SEE OI f SHOWNIli R - TABLE 2,SHEET 2. /I J � 1����a>.u,Ir i5 I '-:......" nn. ��: uae o L—It�LJi,eLL]-E 5 p m 0-'-A��1 ' 1 Ec W - r • " TYP.ANCHOR TYPE, © [-JO'----J ❑ 0 1/4"MAX SHIM Ii r1 pD 41 �� ',3.1=11 ... . II O EMBEDMENT AND� � L LITE �0.�`-'1 VISIBLE i L EDGE DISTANCE PER o SUBSTRATE,SEE J II ammtio ='s��� LIGHT WIDTH , ® "i ��((I a❑C r TABLE 2,SHEET 2. 0 � ''I DADE APPROVED MULLION, /� I�(�t�o"� . J '1 0 0 \.'•• FBC COMPLIANT `' ID �✓ VISIBLE 0 EXTERIOR ��0 ALUMINUM/STEEL FRAMING ' FLANGE LIGHT WIDTH II~~ n ..... , EQUAL OR STEEL STUD.MAY BE FRAME ® 24 OR 25 OR® 14 J- O LEG (1)AT MID-SPAN OF INTERLOCK VISIBLE VERTICAL OR HORIZONTAL. SHOWN FIXED SHEETS 68 TYPICAL FOR ALL FRAME q, (1)3.1/2'FROM EACH SASH LIGHT LITE SEE SUBSTRATE PROPERTIES, (SEE ) SHOWN CORNER AND(1)AT CENTER OF HEIGHT • TABLE 2,SHEET 2 "XO"OR"OX"FIXED MEETING RAIL• BUCK WIDTH SASH STILES/RAILS C, HORIZONTAL SECTION A-A(OX) ®OR 23 HBUCK 0EIGHT �/ � (SEE SHEETS 7-8)TYPICAL ` VISIBLE OPERABLE SASH IWil_ .i� - 'S HL.CL... ��; ® ;� -PSA�SIiB-��,M -FOR ALL"XOX"SASH 21 OR 22 TS 23 LIGHT .e eel --)°=". It_. QSEE SHEETS 8-8 1 f9 lki— I a HEI�HT �. Ivjl o_�?x p jl, 28 �i1�.� i - TYPICAL FOR P _ L 1---1 I 0 'I� _ `Gy �,� • ALL SASH " ■ _ y_ ,.� FIXED LI 'e-e: VISIBLE ' "�+� LITE /(S�`-z VISIBLE _ `i•'/ ill 00 LIGHT WIDTH f-7 1 -I —n LIGHAmmon T WIDTH FT-mi l� 0 FLANGEL_ •�Mil r I�_ 1 i._ �- L�1 Y n• ® FRAME �• I WEEP . .r 0 . 'I-.I 0 SHOWN r I 0 0 L J^� JL1 Li10 NOTCHES ,1 si U��-- �� l-1-. _ I _ EXTERIOR 3/4"X1/4" I 34 (DOR _'I LIGHTIWIDTH 0 ' 1.114"XI/4' 0 0 (SEE SHEETS 6-8)TYPICAL FOR ,.......(0711-111101111 \�`I , A O ALL"XOX"FIXED MEETING RAIL 0 1�` 1/ 1/4"MAX BUCK WIDTH Ii [SHIM HORIZONTAL SECTION E E(XOX) EQUAL-LEGRAMPRODUCT REVISED as Dwith the REVISED I r�nL-1( n(� 1���L Building Code EQUAL IFG _ - • 1111 I 1 LATION AS PER SECTION A-A ABOVE SHOWN NOA-No. 17-0411.08 FRAME SHOWN `,�\ QNy LYNN,r'Ai, Revised By: Dote: Roololon: Expiration D e 0 /24/2020 •r/ NO CHANGES THIS SHEET. EMBEDMENT '�_ JR 03/27/17 INSTALLATION LICENSF'.(i IrP"--41 By OPTION 2 ' ' t `$ No.58705 • = Revised By: Dote: Revision: Mlaml-D a Product Control ANCHORED THROUGH _ *_ serf tion: �1en�°CONCRETE/CMU. _ EDGE O a �` ® De p _ FRAMES J 0,,WO KI DISTANCE VISIBLE LIGHT FORMULAS 3 31I FLANGE&EQUAL LEG/BOX TYP.ANCHOR TYPE, � '''..-0 �'. $7q� L(/ EMBEDMENT AND EDGE VERTICAL (EQUAL—LITE,XO&OX) '� Q/ 1070 TECHNOLOGY DRIVE We:DISTANCE PER SUBSTRATE, WIDTH:BVGK WIOIH l2-M1-1/4" '<ls '' ORIOP.• \��� NVENICE,FL 34275 05 SEE TABLE 2,SHEET 2. SECTION B-B. • _ //S/ONAL�NGI‘` (941NtaD-1600 HORIZONTAL ROLLER-LM 05/15/15 HEIGHT:BUCK HEIGHT-7.114' r/r /illi II1It111 COPVHIOHT02017 110 RESERVED lEO,PJC. ALL WOERO RESERVEe Series/Model: Stole: Sheet: Drawing No. Rev. A.LYNN MILLER,P.E. CERT.OF AUTH.#28296 HR-5510 NTS 3 OF 18 MD-HR5510-01 B P.E.#58705 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION • ANCHORED THROUGH FRAME INTO 2X • 21 OPTION 7 OR 22 OR® WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) NOTE 2,SHEET 2. ANCHORED THROUGHII INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT I INTEGRAL FIN INTO 2X H EMBEDMENT I FIN/FLANGE REMOVED) -XO"OR'OX'SASH it 1 I WOOD FRAME OR BUCK- 1 STRIP.SEE NOTE 2, _ - EDGE �+-- 1!4'MAX.SHIM ® PS SALE •� 0,.. ® `� DISEDGE TANCE SHEET 2. DISTANCE ���� I V V `ALJ #/0 OR#12 STEEL / r�-- _ -1 J-CHANNEL �` / 37-39 �, I= ` FRAME SHOWN - 1 SMS(05),SEE / I -'; ��rsaJif�i�T' � 1 TABLE 2,SHEET 2. /I�._ �( ,17.--kiraigi-- r•unnuml11 I�`I: '�aIrunuam0-f1-.�L_JLIOLIUI / r' 28 �1jii� — TYP.ANCHORTYPE, f'J �.� EMBEDMENT AND �1/4'MAX SHIM O FDCEO I��I�_r �''� EDGEDISTANCE PER 7YP.ANCHORTYPE, FINANDlORLITE SUBSTRATE,SEE / /ILi..fTrf=.y VISIBLE ..EMBEDMENTANDEOOEFLANGEMAYBE / t . ��yPF� LIGHT WIDTH TABLE2,6HEET2.0 43 I' DISTANCE PER SUBSTRATE, REMOVED IN-FIELD / Ir. : � n1��� rte_. 1 (SCREW SIIOWN) 72)--�\ I.(r--J , SEE TABLE 3,SHEET 2. = / ' �7�, %�,� < FIN — �, FRAME • O ..v I ® A�� / li OI Lj _'F VISIBLE —, � �,'1 SHOWN DADE APPROVED MULLION, LIGHT WIDTH I EXTERIOR FEC COMPLIANT ALUMINUPNSTEEL FRAMING ,�I, ® 240R 260R0 v R STEEL STUD.OBE VISIBLE FIXED VERTICAL CAL OR HORIZONTAL. (SEE SHEETS 6-8)TYPICAL FOR• L LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX"FIXED MEETING RAIL HEIGHT TABLES 2 8 3,SHEET 2. '- BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C(OX) •R 23 OPTION 8 (SEE SHEETS 7-8) ANCHORED THROUGH 22 TYPICAL FOR FIN INTO METAL / �® ALL"XOX" / (FLANGE MAY BE REMOVED) BUCK EXTERIOR OPERABLE r �, • 11, OPERABLE 43 SASH / HEIGHT SASH _ SAH o (:G (-1 / #100R#12 STEEL VISIBLE �+T-lr-'��� I 37-39 14 y =� _I �I;" �a SMS(G5),SEE - 21 OR 22 OR 23 LIGHT O i I� ^ I�'� r � •-- lid-" f TABLE 2.SHEET 2. OPERABLE ' ���� 1 �H• (SEE SHEETS 6-8) HEIGHT SASH ,J ..^_�':_ '���__ ,{in 28 I,r,_:. '..�— F -, i li . TYPICAL FOR 1Le —� ��zr"rs � FIXED Il� �. '-,-7-- - r 7.% r---`T -I ALL SASH- �" VISIBLE 7411 lti - I - LTTE /IVISIBLE i�� 98 �II I_f I �� LIGHTWIDTH ��w� LIGHT WIDTH II IOPT. /� -' i �� n {rhAF �>•rrar� 41/iw_ 0 0 e1" Ail FRAME BS F�J _ WEEP ■ -'I Eli 1I;' ____ I UJUI I NOTCHES _ SHOWN On J or—t 42 EXTERIOR 3/4'X1/4"� �` �25 OR� BLE -`I li LIGHTWIDTH ® �L 1-1/4"X 1/4" Ill 0 (SEE SHEETS f1.8)TYPICAL FOR m �/ O FRAME L ALL"XOX FIXED MEETING RAIL SHOWN ®�►—�.• i 0 BucKWnoTH PRODUCT REVISED �! 0 1/4"MAX HORIZONTAL SECTION C-C(XOX) I o - nonT- () INSTALLATION AS PER SECTION D-D ABOVE as complying with the Florida I SHIM 1 AT MIDSPAN OF INTERLOCK Building Coda _I (1)3-12"FROM EACH SASHNOA-No. 17-0411.08 FIN } 43 CORNER AND(1)AT CENTER OF \�•011111111/,,, , Revised By: Date:. Revision: Eaplration Da 9/24/2020 T SASH STILES/RAILS • N N TYP.ANCHOR TYPE, aaa�-.ii`w.--- — ." ,s.0'4. •... �/ /% • JR 03/27/17 NO CHANGES THiS SHEET. EMBEDMENT AND O �... t)CENSF''.. By EDGE DISTANCE Z Q:' !•1, Revised BY Date: Redaion: Miami-Da roduet Control EDGE DISTANCE PER j No.58705 SUBSTRATE,SEE SEE —_I- *! *- TABLE3,SHEET2. - . n - -�-1 EMBEDMENT _ (/( - Drawn By: ® Description: VISIBLE LIGHT FORMULAS =-A -• Z Ill- :•Y, J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL ---..O'' sfA F (EQUAL-LITE,XO&OX) -......4;,:•. :'Vi 1070 TECHNOLOGY DRIVE Dole: ANCHORED THROUGH INTEGRAL FIN SECTION D-D � •'•F<ORIDP.•' \.. N.VENICE,FL 34275 nom' INTO 2X WOOD FRAME OR BUCK- - WIDTH:BUCK WIDTH 12-4-114^ SSS •NG\� (941}480-1600 HORIZONTAL ROLLER-LM 05/15/15 HEIGHT:BUCK HEIGHT-7-1/4" /i'//111111110‘ /ONALE ,:' COPYHIaNT0�17 POT INDUSTRIES,INC. STRIP.SEE NOTE 2,SHEET 2. '//111 111111'` ALL RISKS RESERVED Series/Alodeh Score: Sheet: Drowfng No. Res: A.LYNN MILLER,P.E. CERT.OFAUTH.#29280 HR-5510 NTS 4 OF 18 MD-HR5510-01 B P.E.#58705 • - SILICONE STRUCTURAL �� —17/8"NOM. re— —1 718'NOM. I+- —1718'NOM. r+- 718'NOM. rt- POLYISOBUTYLENE 114^NOM. WITH DESICCANT EXT,GLASS / 0, 7IP 6 KODISPACE 5115"A/A PVB 5/16"A/A PVB ;�I 5/16"NA PVB �� �� 3/16"A GLASS 5/16"A/A PVB 4SG TPS .7/16"AIR SPACE 1/6"A GLASS 7/16"AIR SPACE 1/8"T GLASS 3/8"AIR SPACE 3/8"AIR SPACE I 111 3/16"T GLASS INT.GLASS a EXTERIOR ;� a EXTERIORill a EXTERIOR a EXTERIOR 431) et, CID HOT-MELT BUMIk2 1 IMUll ! ' Wil STRUCTURAL 4. GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 • SILICONE �1�3/18'NOM. GLASS TYPE 5 FOAM • WITH .I DESICCANT/ SUPER 7/8"NOM. �+- -�{ 7/8"NOM. -+{ 7/8'NOM. 7/8"NOM. EXT.GLASS 7 SPACER®NXTT" I I I —v / . 5/16"I-I/H SG ;� 5/16"HM SG •� 5/16"HM SG • I 7/18"AIA SG •7/16"AIR SPACE 3/8"AIR SPACE 1 I 3/8"AIR SPACE 1 I 5/16"AIR SPACE—•- • I " INT.GLASS, 1/8'T GLASS 3/16"A GLASS 3/16 T GLASS 1/8"T GLASS ALUMINUM a EXTERIOR a E TERIOR a EXTERIOR • a EXTERIOR \� REINFORCEMENT • �J�// 5/16'NOM. ® '-' ® .�'II • ® .�/ ® / \ ' • DESK NT �. GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 FOAM Te DURASEALO -1 _ { EXT.GLASS 7/8'NOM. -1 7!8-NOM. P SPACER I � / 1n NOM.cLASs i BITE TYP. 0 Oei..41 1. ,_r 7/16"A/A SG •, 7/16"A/A SG •� INT.GLASS i I GLASS TYPES 5,7,11 8 15EXTERIOR II 1/4"AIR SPACE 114"AIR SPACEIII ' MAY NOT BE USED IN THE a . .: � • HVHZ ABOVE 30'. POLYISO- DESICCANT FILL AREA 0 - Ipr, 3/16"A GLASS 3/16"T GLASS BIlT SEAL \I �II' 5/15"NOM. 0r'''I ��� a0 EXTERIOR a EXTERIOR GLASS TYPES 10.12&14-18 1r � 'MAY NOT BE USED WITH II0V' SILICONE SEAL _ J-CHANNEL OR INTEGRAL , ROLL-FORMED `' •FIN FRAMES STAINLESS STEE. 7M ® plk.' ,- XL EDGEn� ® �' ® �' PRODUCT REVISED 78 L�'❑i GLASS TYPE 15 GLASS TYPE 16 e�dinyltxodewIth the Florida EXT.GLASS `AII`� SPACER NDn_No. ��-0411.08 - I ..a.�mIs tom! ‘,111nnr,/ • N� N �l Revised By: Dole: Revision: Expiration Date 09/24/2020 ``..��9NY L.. Nei., . JR 03/27/17 NO CHANGES THIS SHEET. By INT.GLASS TYP.GLAZING DETAIL , .. valvoe.-•..(�;' .��14 Revised Dy, Date: Revision: Mlam-bl a rod Control *. No.58705 "X=ANNEALED - •• *- kW ® Description: • J ROSOWSKI i I Part$1 Descrlp5on Material 'H"=HEAT STRENGTHENED _-0 ' 3j 17- y ,' GLAZING DETAILS Thom •pbrown Eir "T'=TEMPERED %� 3P•' 76- KommerlIng4SG TPS Spacer System - "PVB"=.090'TROSIFOL®PVB BY KURARAY AMERICA, %9.(‘'••, A O (V.. 1070 TECHNOLOGY DRIVE Title: 77 Ouenex Super Spacer nXT wlln Hot Mett Butyl See this "SG"=.090"SENTRYGLAS®INTERLAYER BY KURARAY " � ''•:�,t°RIDP•,••'.Z. N.VENICE,FL 34275 Oeste. 78 Queues Duras Spacer Sheet for AMERICA,INC. c&.."....Pt ‘.,f9,\• (941)480-180O HORIZONTAL ROLLER WINDOW-LM 05/15/15 _ Materiels 711 ON1A1LI'" \` COPYRIGHT Nm am R��US0RICs,INC.VED odat Scale: Shoal, Droning No. Rer. 79 Ceainal XL Edge Spacer FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, A.LYNEMItIER,P.E.PALL CERT.OF AUTH,829290 HR-5510 NTS 5 OF 18 MD-HR5510-01 B I I ' REFERENCE TEST REPORTS:FTL-8717,8968&8970 SHEET 2. P.E.f!68705 I j • TABLE 6: Index to All Design Pressure end Anchor Quantity Tables Mex. Max. Glass Reef. Design Pressure Anchor Quenity TABLE 6: TABLE 7: Cuing. Widh Heigh - Type Leto Glasstypea Design Pressure(Ibs/ftz) Glass Types Design Pressure(Ibs/t2 ) _ ,;,t,-•J Sllrrtd TehlnA 15ha4s 5-8 for XOorOXWindows 5-8 for XO or OX Windows 54" 1 6 8 17 9 54" - 2 7 6 18 9 Relnf.Level Rt All Buck Heights up to 54" Relrlf.Level R2 All Buck Heights up to 54' XD 75 6'3' S-g 3 8 7 19 10 r- - - or 63' 4 11 8 21 11 All Buck Widths +501-50 All Buck Widths. +65/-70 OX 72' 6-8 4 10 6 20 10 up to 75' up to 75' 10-12 4 12 8 22 II 75 76' 14 18 4 12 8 22 11 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 5-8 3 9 7 23 12 120" 63' 588 4 13 8 24 13 - XOX 758 4 14 8 25 14 10-12 4 15 6 20 15 _-ilio=■ __ailBol.• • • 140" BS' 14-16 4 16 B 27 18 g ;■.� I HEADER -• �� O HEADER . --s--I 1-••-• 4'MAX.O.C. • t� r�__j- I t�t t,_ f1����� SECTION DETAIL sISECTION DETAIL �_ FOR WINDOWS WITH ® FOR WINDOWS WITHO LEVEL R1 REINFORCEMENT ill/ LEVEL R2 REINFORCEMENT5ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHTLUSTERDETAILFRAME TYPES 8 rtrt�1II� FRAME TYPES& • CONFIGURATIONS) 4 1* ® CONFIGURATIONS) ' I� 21 • . �J i..- I �+� 1 llI 4"MAX.O.C. I I �'I , !"---1- —1 'CI * a � INI��� EicmnioR I, aloa = SILL r'-1 SILL rr��ii 4-ANCHOR o"�'� ■oar -_-e�.o�• CLUSTER DETAIL SASH vnDTr • SASH WIDTH • -O 1 t _ f� I, J— � �I� MEETING RAIL :� ]Ptilmimni —� t' MEETING RAIL4"MN(.O.C. -� ]� .�� =� ��PI0 ._ � � • J 21 rr, i.�i ® ® F '„,LJli JAMB ® _ JAMB EX1Ef110R 3-ANCHOR j .�� 43 oir PM r PRODUCT REVISED CLUSTER DETAIL Dolidi s I�o�e with the Florida NOTES: NOA-No. 17-0411.08 1)USE THESE TABLES FOR ALL WINDOWS `111111111/// INSTALLED THROUGH THE FRAME OR v1 /' Expiration Dale 09/24/2020 \� r�NY LYN/y /// Revised BY: Date: Revision: INTEGRAL FIN. AQ.. M i JR 03/27/17 CORRECTED TABLE S. B / 8'MAX.O.C. -• / , IA/ 2)FRAME DIMENSIONS ARE BUCK WIDTH AND ••• t,10EN,96. ..�� Y 4”MIN.O.C. Mia 1-0e Produet Control BUCK HEIGHT(SHEETS 3-4).SASH SIZE IS AS Q-: ;�.._� 10.4.9"....."‘tRovisna B- Data Rerhion: itsmionta_minimmxsom PER THE FIGURE. =* No.58705 PF2C-LAUSTER 3)FOR SIZES NOT SHOWN,ROUND UP TO THE - �•_NEXT AVAILABLE WIDTH OR HEIGHT - - , Drown BY:b 0DescrfpPure tok DIMENSION SHOWN ONTHETABLE.NCHORa) va-1rz-174^anl0"1/3113-113"INOICATETHAT ��0 S A QI�� <c,, DESIGN PRESSURE TABLESJ ROSOWSKI THOSE STANDARD SASH CONFIGURATIONS T 2!/ 1070 TECHNOLOGY DRNEpole: DETAIL FALL WITHIN THE SASH WIDTH RANGE IN THE /��s•'•.tt ORIDP.•''G�� N.VENICE,FL 34276 Title: • ADJACENT COLUMN.'CUSTOM"INDICATES ///,S/ONAL E1�\` p41�GHT ep,Po,,,,o„�„EB,,Hc, HORIZONTAL ROLLER-LM 05/15/15 THAT NO STANDARD SASH CONFIGURATIONS 11'111111W\ ALLRIOHre T INDUSTRIES, _Series/Model:/ModeF Scala Sheet: Droning No. Ree. FALL WITHIN THE RANGE. A.LYNN MILLER,D.E. NN MIL705 CERT.OFAIJiH.92B2B8 HR-5510 NTS •6 OF 18 MD-HR5510-01 B • TABLE 8: Glees Typos Design Pressure Obs/ft) 6-8for XO or OX Windows Relnt Leval R3 Al Buck Heights up to 63" ' ou am•I•MIN,Up I.i 61.•■■11 HEADER Al guppeo Widths +50/-50 is 75' SEE TABLE 15 FOR ANCHORAGE V. 1 MI • 1:1117-111 TABLE 9: {17 111.. Glass Types sash Design Pressure(Ihslfts)for XOX �II�I © 'Sesh Width Windows ---. REinf.late! Coldigulalion Range(in) Window Buck Height SASH R3 48" L 54" L 63". HEIGHT 35-114" %-%-) 11.391-11.391 +50.0 50.0 +50.0 -50.0 50.0 -50.0 • I(((���Ilfff*+I 38" '/e-� 12.308-12308 +50,0 -50.0 +50.0 -50.0 +50.0 -50.0 'II�I © 45-IFS' " WA-% 11.391-13.397 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 • -)' 13.398-14.683 +50.0 -50.0 +50.0 .50.0 +50.0 -50.0 �r �� 47-314" 11.391-12.297 +50.0 -50.0 +50.0 -50.0 +50.0 50.0 _ • ■ sl m 11.391-12.016 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 • EXTERIOR SILL Cullom 11.391-12.018 +50.0 50.0 +50.0 -50.0 +50.0 50.0 52-118' %-%-1/+ 12.017•13.397 +50.0 -50.0 +50,5 •50.0 +50.0 -50.0 �1111111111. '45 '/y-/a-/s 13.398•17.018 +50.0 -50.0 +50.0 -50.0 +50.0 .50.0 -woo..oina o m' Clulom 11.391-13.397 +50.0 -50.0 +50.0 .50.0 +50.0 -50.0 SASH WIDTH 60" %14-N 19.398-15.360 +50.0 -50.0 +50.0 50.0 +50.0 50.0 . j�� )/e-%%j 15.361-19.641 '+SD.O -50.0 +50.0 50.0 +50.0 -50.0 • • -- _ 1 Custom 11.391-13.397 ..+50.0 -50.0 +50.0 -50.0 +50.0 50.0 1 MEETING RAIL 75• I IIA-471114 114-/s-14 13.393-19.110 +50.0 -511.0 +50.0 -50.0 +50.0 50.0 J %-Y3-14 19.111-24.841 +50.0 50.0 +50.0 -50.0 +50.0 50.0 I 0 ®- Il Custom 18.3W-19.397 +50.0 -50.0 +50.0 -50.0 +491" -49.1" i ., ' I�,-�Ilru�� �� 98" N-%i.% 19.398-24.360 +50.0 -50.0 +50.0 50.0 +50.0 .50.0 . I -- JAMB EXTEnRIORlid Custom 24.361-30.350 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 • V 4 - 123' Y-%-)4 ^ -30.360 +50.0 -50.0 +50.0 -50.0 +49.1' -49.1" ' •+50!50 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE • ••MIN.SASH SIZE=WINDOW WIDTH-5928 SECTION DETAIL 2 FOR WINDOWS WITH • LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN • PRODUCT REVISED IN FIGURES APPLY TO ALL as complying with the Florida FRAME TYPES 8 Building Coda CONFIGURATIONS) tt!1111 III NOA-No. 17-0411.08 !/ \x11 NY LYNN i�'r, Revised By: Me: Revision. Expiration Date 09/24/2020 Q......... A Y `�� IGEN '%�( JR 03/27/17 NO CHANGES THIS SHEET. B ' �:• L SF•' ' . ' y Revised By. Dole: Revision: Miens •a•• •roduct Control _`*i No.58705 •�� ' /�_� . _ : ,_ ,_ '.*_ I --3 ; ti ry _ ® Description: Drawn By. �� 1 �= DESIGN PRESSURE TABLES J ROSOWSKI NOTES: -O S 'i�0 • 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. '� p �/ 1070 TECHNOLOGY DRNE 7i0e: • 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. '�S ��RIO P•.•'G��� N VEMCE,FL 34276 Dote: 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. /7"i1'i/111111W /ONAL E�ttt\ OOP1r�wal�Re6p07 POrIN11t18TR Ea INC. HORIZONTAL ROLLER-LM 05/15/15 4)"114-112-1/4'AND•1/3-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH /f 111 I I I I t ALLmGHTaREBERVES Ssries/AIedeh. Seolon Sheet: Drawing No. Rer. RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN MILLER,P.E. CERT.OF AWN.1Y19280 HR-5510 NTS 7 OF 18 MD-HR5510-01 B THE RANGE. P.E.N 58705 • TABLE 11: TABLE 12: TABLE 13:• Glass Types • Glass Types Design Pressure(Ibsfft2)for Glass Types Design Pressure(Ibslft2)for 6&6sash Sash Design Pressure(Ibs/fl2)for XOX Windows 5-81412 6 14-18 TABLE 1P. XO Or OX Windows XO or OX Windows Width Relnt Leel Canfgura.n yVltpaW Buck He19Nt Glass Types Design Pressure(Ibs/ft2) ReiN.Lew! Window Buck Height Reinl.Level Window Buck Hdoh1 Range On) R4 48' 54' 63" R4 54" 63' 76" R4 36• 48' 64' ( 63' B-8 - for XO or OX Windows -- Custom 11.391-13.397 +65.0 -70.0 +65.0 -70.0 *654 -70.0 +65.0 .65.3 25-112• +650 -70.0 +65.0 -70.0 +65.0 -750 • 25-112" +85.0 -170.0 +65.0 -110.0 +65.0 -170-0 Relit Leant R4 Al Buck Heights up 10 72" £ _ 60'. %-'/i--% 13.398-15,360 +65.0 -70.0 +65.0 700 +65.0 -70.0 +65,0 -70.0 28" +650 -70.0 +65.0 -70.0 +65.0 -750 G 28" +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 AU Buck Widths I 36" +650 -70.0 +65.0 -70.0 +65.0 .70.0 x 36" +85.0 -110.0 +65.0 -110.0 +65.0 -110.0 Ys-14-3S 15.361-19.&11 +05.0 -70.0 +65.0 -70,0 +65.0 -70.0 +65,0 -70.0 up to 75" +60 1-50 Custom 11,381-13.387 +65.0 -70.0 +BS,D 38.6 +63.3 -83,3 +53.2 -53.2 m 42" +650 -70.0 +65.0 -70.0 +65.0 -70.0 m' 47 +65.0 -110.0 +653 -110.0 +65.0 -110.0 48" +850 70.0 +65.0 -70.0 +65.0 .70.0 48"' +85.0 -110.0 +65.0 -110.0 +65.0 -110,0 1 75' y34%-Y413.398-19.110 +65.0 -70.0 +850 -70.0 +65.0 •66.5 +56.2 -56.2 - SEE TABLE 20 FOR ANCHORAGE - %)-'/s 19.111-24.641 +65.0 -70.0 +65.0 -70.0 +05.0 -70.0 +55.5 -66.0 60" +85 g 0 -70.0 +65.0 -70.0 +65.0 -70.0 60" +65.0 -110.0 +65.0 -110.0 +65.0 43.9 I Custom 18.360-19.397 +65.0 -70.0 +59.9 -59.9 +55.5 35.5 +49.1 -49.1 • 75° +850 .70.0 +65.0 -70,0 +84.3.104,3' 75" 1+65.0 -110.0 +65.0 -103.5 +65.0 -80.0 '+651-70 FOR GLASS TYPES 6.8 . SEE TABLE 22 FOR ANCHORAGE �'Y-Y 18.398-24.360 +65.0 -70.0 +62.1 42.1 +58.0 38.0 +50.3 30.3 SEE TABLE 21 FOR ANCHORAGE Custom 24.361-30.380 +65.0 -70.0 +65.0 -70.0 +65.0 -67.3 *57.0 -57.0 TABLE 15: ..emb■m o8n 120" )_% -• -30.360 +65.0 -70.0 +59.9 89.9 +55.5 35.5 +49.1 -49.1 Glass Ts g WINDOW WIDTH-5926 SEE TABLE 24 FOR ANCHORAGE ype Sash Design Pressure(Ibsffl)for XOX -.■ HEADER "MIN.SASH SIZE= 2 10.12 Sash ■ TABLE 14: %Mdth Windows Rehr.Level Configuration _ Glass Typos R4 48' 54° 83' sash Range(In) Window Buck Height r 7&8 sash Design Pressure(Ibs/It2)for XOX Windows Width Custom 11.391-13.397 +85.0 410.0 +65.0 -110.0 +65.0 -110.0 IID Relnf.Leel CoMl9umtion Range(In) Window Buck Height 60' x,-34-y, 13.398-15.380 +65,0 -110.0 +65.0 -110.0 +65,5 -110.0 i'I © R4 36' .48' 54' ( 63' Custom 11.391"13.397 +65.0 -70.0 +85.0 -70.0 +65.0 -70.0 +65.0 -70.0 71 .-Y.-% 15.381-19.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 II [il 60' y.-'A-N 13.388-15.360 +65,0 -70,0 +65.0 -70.0 +65.0 70.0 +65.0 -70.0 Custom 11.391-13.397 +65.0 -110.0 +85.0 -110.0 +85.0 -110.0 I! 75' y_�_� 13.398-19.110 +65.0 -110.0 +85.0 -110.0 +85.0 -110.0 SASH rr. %-Ys-% 15,361-19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 40.0 ' i!ii 1 I IGIT Coelom 11.391-13.397 +66.0 -70.0 *65.0 700 +85.0 -700 +65.0 -70.0 ys-14-/e 19.111"24.641 +85.0 -110.0 +86.0 -110.0 +65.0 -110.0 75' 13.398-19.110 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 m Custom 17.641-19.397 +65.0 -110.0 +65.0 -110,0 +65.0' -104.6' 'y-� IS-Y-% 19.111-24.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70,0 +65.0 -70,0 r 96' , 14-14-3‘. 19.398-24.360 +65.0 -110.0 +65.0 -110.0 +65.0• -109.5' 1, •�_ E Custom 18.360-19.397 +65,0 -70.0 +65,0 -70.0 +65.0 70,0 465.0" -07.2° Custom 24.381-31.641 +65.0 -110.0 +65,0 -110.0 +65.0 -110.0 5 g 96' /_34_y, 19.398-24.360 +65.0 -70.0 +650 -70.0 +65.0 70.0 +65.0' -68.8' 120' f-' -. 29.641-32515 +65.0 -110.0 +65.0 -110:0 +66.0• -104.6' 3i ♦ � Custom 24.381-30.360 +65,0 •70.0 +65.0 -70.0 +65.0 70.0 +6E0 -760 Y%-� 32.518•39.641 +(16.0 -110.0 +65.0 -110.0 +66.0 -110.0 'lll_1 •, i'xnIIII II Hu°R 120" )a-�_� -30.360 +65.0 -70.0 +65.0 -70,0 +65.0 -70.0 +65.0' 37.2' • 140" Custom " -38.641 +85.0 -110.0 +05.0 -110.0 +65.0• -104.6• ■.■I� SILL SEE TABLE 25 FOR ANCHORAGE •+65/-70 FOR GLASS TYPE 8 •+651=110 FOR GLASS TYPES 11 8 12 SEE TABLE 26 FOR ANCHORAGE WINDOW WIDTH-69.28 "MIN.SASH SIZE=WINDOW WIDTH-60.72 ..... •om. "MIN.SASH SIZE= 2 TABLE 16: 2 Glass Types Design Pressure lbs/ft2)for XOX SASH WIDTH 14_16 Sean g ( __ 1 SECTION DETAIL Sash Width Windows • ReinL Level Contguro500 ArrinVi7110 FOR WINDOWS WITH Range(In) WlrMow Buek Hepht � MEETING RAILRabe• I -54' 63" LEVEL R4 REINFORCEMENT Custom 11.391-13.397 +65.0 -110..00 T+65.0 -110.0 +85.0 -110.0 I (REINFORCEMENTS SHOWN 60' %- % 13.398-15.360 +65.0 -110.0 +65,0 -110.0 +55.0 -110.0 i 23 1--��I)r''_ IN FIGURESFRAMEAPPLY T$ALL • -y-% 15.381-19.641 +85.0 -110.0 +65,0 -110,0 +65.0 -110.0 �.. JAMB �TR I _ CONFIGURATIONS) GLASS TYPES 10-12 814-16 g Custom 11.391-13.397 +05.0 -110.0 +65.0 -110.0 +65.0 -108.3 !Ill T p f(. 'MAY NOT BE USED WITH PRODUCT REVISED V T_ J-CHANNEL OR INTEGRAL scomplyingwith tha Florida 75' y„->i-I4 13.398-18.110 +65.0 -110.0 +65.0 -110.0 *65.0 -102.0 �FIN FRAMES BuildinCode r -%-'/s 19.111-24.641 +65.0 -110.0 +85.0 -110.5 +65.0 -102.8 NOA-No. 17-0411.08 00 Custom' 17.641-19.397 +55.5 -110.0 +65.0 -110.0 +65.0 -97.4 \``1111111111./// Revised BY: Dole: Rev(slon: Expiration Dat,09/24/2020 E 96' /-%-% 19.398-24.360 +65.0 -110.0 +85.0 -110.0 +65.0 -02.0 •\ / Custom 24.361-31.641' +65.0 -110.0 +65,0 -110.0 +65,0 -88,4_ '' ��nNY,..LYNN /, JR 03/27/17 NO CHANGES THIS SHEET. DY �i 1•IGENs �_�_y ! ��1 Revised By: Date: Revlelom Mum-0�.0 Product Contra 120' 29.641-32.515 +65.0 -110,0 +65.0 -109,8 +65.0 -84.3 = Q-• •'.t'� 5U-%-% 32.510-38.841 +66.0 -110.0 +65.0 -105.0 +65.0 -80,8 .yF:' No.58705 - 140' Custom •• -38.841 +66.0 -110.0 +685 -105,0 +55.0 -80.0 - *- } /SEE TABLE 27 FOR ANCHORAGE7°..31 ® Description: Drawn BN _�•:al y _ �= DESIGN PRESSURE TABLES J ROSOWSKI • %O - STA E O �;.k/` 1070 TECHNOLOGY DRIVE NOTES: "(s.,,,''. �(/ Tiger Oaf: 1)USE THESE 2)FRAME DIMENASIONSFOR AR ARE WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THFIN AS ALLOWED FIGURE GLASS TYPE /iSS'F(O.RID?`...../e41.:..2- '1 xs• �yy, 84180276 HORIZONTAL ROLLER-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ///1 COINAL``EN 0 COPYWOHT02017 POT INDUSTRIES,0+5 4)'1/4-112-1/4"AND•1/3.1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYN!tIti J.R,P.E. ALLRngna RESERVED Series/Model: Seale: Sheet: Orewlng No. Rev: IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. RES 58705 ' CERT.OFAIJTH.029296. HR-5510 NTS 8 OF 18 MD-HR5510-01 B • ' • TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 6-8 Sash for"Integral- Group E Group F 30 Height 36"Height 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height Fin"Installation Width 3,8" 4' Relnf.Level 0n) Head � Head 6 Head E Head E Head E Head E Head E Head E • &SIO g &Sill _'; &Sill ' &Sill 5,, &Sill 4 &sill g &Sill g &Sill R1 GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT Anchor Group A Anchor Group C ae comp!In with REVISED Florida 25-112" 12.147 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 'FOR OX WINDOWS(XO SIMILAR): Bending&at NOA-No. 17-0411.08 t28" 13.397 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 _ANCHOR QUANTrlY E tprratlon Dote 09/24/2020 36" 17.397 1+C2+1 2 1+02+1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1. 3 PER JAMB pi 42" 20.397 1+02+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: Miami,e Product Control 3 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 (2)ANCHORS AT THE FIXED SECTION 90 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL ° 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 +(2)ANCHORSATTHESASH ''ADDED NOTE TO ANCHOR TOTAL OF 7 ANCHORS AT THE HEAD AN 7 ANCHORS AT THE SILL. QTY-TABLES. 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group B Anchor Group 0 SEE ELEVATION,SHEET 1 25-1/2' 12.147 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ._.— SEE ELEVATION,SHEET Li 4" 2 ca ▪ 28" 13.397 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE CLUSTER DETAILS,SHEET 6 W tri ^aa • 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 14C2+1 3 1+02+1 3 1+02+1 3 1 r - — > -o O o m 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1 Jr - II SEE EET 110N, O CO w U) U 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3T !�'— —'-1 SEEO } gw 1.060" 29.397 2+C2+2 2 2+02+2 3 2+02+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+02+2 3 2+C2+2 3 ELEVATION, IIID// O m a E 5. SHEET 1 _I_ MEETING RAIL • _I o „0 gB 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 III •' REPEAT ANCHOR PATTERN AT SILL Z u-8 R(7 uNo,O 0 SEE TABLE 6 FOR DESIGN PRESSURE I W"' TABLE 18: hi S.-2 mm W 'oN FOR XOX WINDOWS: 1—67 g J ? e^no Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY IQ>a K co 5-8 PER JAMB o Z a,, o F Sash 30"Height 36"Height 48"Height 54'Height 30"Height 36"Height 4B"Height 54"Height W LL '— Width Head .o Head .o Head a Head -2 Head .O Head a Head .o Head HEAD AND SILL ANCHOR QUANTITY: .-i 0 Rein!.Level (In) E E E E E E E E 1+C3+2+C3+1� SASH J &Sill 5, &Sill 5 &Sill '; &Sill 4, &Sill 0 &SIII 2, &SIII 2, &801 _f0 (I)ANCHORATOFH) Z 0 rn • R2 +A CLUSTER (3)ANCHORS CENTERED AT TI IE MEETING RAIL m Z 0 Nags Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION 0 m Q +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL A. - a Z 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHORATTHESASH • 28" 13.397 • 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL 4 Et Z "Naas 36" 17.397 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 \ 0 0 0 m 42" 20.397 , Not Allowed 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 — — SEE ELEVATION,SHEETI , SEE ELEVATION,SHEET 1 • 0. Z o tY 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 SEE ELEVATION,SHEET < i _ • 60" 29.397 2+C2+2 2 2+C2+2 ,3 2+C2+2 3 2+C2+2 3 anu aru ra„as • 75” 38.697 I 2+C2+2 2 2+C2+2 ,3 2+C2+2 3 2+C2+2 3 ' _ ••_ __'•_- SEE ELEVATION, `1tc,ti,lif,t7j Anchor GroupB Anchor Group0 L X 1 O ' X r-, SHEET 1 `�\`` tJi LYN/v /i,, Q..........,!lf/ • 25-1/2" 12.147 ' 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE 7 -.� ����•' ttcENSF '�(��;J ELEVATION, SHEET 1 SEE CLUSTER • v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ",�, �' MEETING RAIL No.68705 syr DETAILS, =* 1!t 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 T REPEAT ANCHOR PATTERN AT SILL SHEET :::°, 0 ,,,. :2":".":971':Fir—"":1.t.17;: ::::m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 , `NOTES: 0t/:% 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1)FRAME DIMENSIONS ARE BUCK WIDTH -.46 �60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+02+2 3 2+C2+2 3 Max.Anchor O.C. Anchor AND BUCKHEIGHT(SEESHEETS3-4), i,� • �� $ Group F SHEETSSASH SI E IIS AS PER THE FIGURES ON I, CONAL t,�.` , 75" 30.897 2+C2+2 2 2+C2+2 3 2+02+2 3 2+02+2 3 2+02+2 2 2+C2+2 3 2+02+2 3 2+C2+2 3 Spacing for"Integral- MINIMUM ANCHOR QUANTITIES SHOWN..ALL ANCHORAGE MUST ALSO SEE TABLE 7 FOR DESIGN PRESSURE Fln"Installation THE2)FOR NEXSIZET NOT SHOWN,ROUND UP TO 4" NEXT AVAILABLE WIDTH OR HEIGHT A.LYNN MILLER,P.E. COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN ON THE TABLE. PEA 58705 r TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. 5-8 Sash Spacing for"Integral- . 30"Height 36"Height 48"Height 54"Height 63"Height 30"Height 36"Height 48'Height 54"Height 63°Height Fin"Installation Width — Head E Head E Head E Head E Head E Head E Head E Head E Head E Head E Anchor Anchor Reinf.Level On) &Sill ° &Sill m &Sill t0 &Sill 10 &Sill i &Sill l &Sill m &Sill m &Sill 10 &Sill '0 -- R3 + t -, Group E Group F Anchor Group A Anchor Group C 3.5" 4" PRODUCT REVISED _ as comp)yrng with the Florida 25-1/2" 12.147 ! 1+C2+1 2 1+C2+1 3 1+C2+1 -4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Duttding Code Non-No. 17-0411.08 28" 13.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Expiration Date 09/24/2020 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 V By A •42" 20.397 11+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Miami=Do Product Control— g 48" 23.397 ' 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+02+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+02+2 4 2+C2+2 4 m ADDED NOTE TO ANCHOR 5 t QTY.TABLES.REMOVED 75" 36.897 2+C2+2 2 2+02+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+02+2 2 2+C2+2 3 2+C2+2 4 2+C2+2' 4 2+C2+2 4 a GLASS 5 FROM TABLE 20. Anchor Group B Anchor Group 0 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 40. Y m 1 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Z to U "aa 36" 17.397 1+C2+1 2 1+C2+1 3 1+02+1 4 1+02+1 4 1+C2+1 4 1+C2+1 2 1+02+1 3 1+02+1 4 1+02+1 4 1+C2+1 4 a 11 o 0 o m 42" 20.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 20 0 aloe 0 o 'S 48" 23.397 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 } z tY t'0 - ' 60" 29.397 2+C2+2 2 2+02+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 p m n e i 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 0LL ct n I "nap a SEE TABLE 8 FOR DESIGN PRESSURE 2 W ® 7 T M TABLE 20: IILI Z 7 Ce Q J M DMO Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O,C. n v a co -_I co yp Spacing for"Integral- F-'z o, O < 6-8 Sash 30"Height 38"Height 48"Height 54"Height 63"Height 72"Height 30"Height 36"Height 48"Height 54"Height 63"Height 72 Height Fin"Installation O UJ fY o Width a a a' a n a. .n a a a' a a J O Head Head Head E Head E Head E Head E Head E Head E Head E Head E Head E Head 1 Anchor Anchor J 0 Relnf.Level On) cr R4 &Sill &SIII &SPI -•, &S81 -", &Sill � &SIII &Sill &Sill � 8 Sill � &SIII —19, &sill &SIII Group E Group F � �• � Anchor Group A Anchor Group C _ 32" 4" ® 2 Q _ I u) 251/2" 12.147 1+02+1 2 1+C2+1 3 1+02+1 4 .1+C2+1 4 1+02+1 5 1+02+1 5 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 ( mi _ (3 Z ti 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 5 1+C2+1 5 a Z ar°°s 36" 17,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+03+1 5 L o 0 0 o T-, 42" 20.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 U Lq i48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+03+1 5 O Z 0 _ 60 "29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 . 2+02+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+03+2 5 2+04+2 5 NOTES: 5 1)FRAME DIMENSIONS apl wrap sagas 75" 36.897 2+C2+2 2 2+02+2 3 2+C3+2' 4 2+03+2 4 2+04+2 5 2+C4+2 5 2+02+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+04+2 5 ARE BUCK WIDTH AND Anchor Group B Anchor Group D BUCK HEIGHT(SEE ,.\`vCt1YILYNrrr''�,, 71-1+02+1 ,_ .-... ._. —.___.._... _ ... .... SHEETS 311).SASH SIZE IS s` \',ON.......Nyji ': 25-1/2" 12.147 1+C2+1 2 1+02+1 3 1+C2+1 4 1+02+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+02+1 3 1+02+1 4 1+02+1 4 1+02+1 5 1+C2+1 5 AS PER THE FIGURES ON `tCENs SHEETS 8-8. Q=;' •.Cn 'g 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 5 1+C2+1 5 No.58705 .9 36" 17.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 2)FOR SIZES NOT -.-- z.- * , - SHOWN,ROUND UP TO — . _ m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4- 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 THENEXTAVAILABLET =A .a 'p__ �; WIDTH OR HEIGHT 'I 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+i 4 1+C3+1 4 1+C3+1_5 1+C3+1 5 DIMENSION SHOWN ON %OOH•-• s ATE F i rL�\ 75" 36.897 2+02+2 2 2+02+2 3 2+03+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2' 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+04+2 5 3)SEE SHEET 9 FORA ,//�'1,'ONALPe--0' SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE TABLES. A.LYNN MILLER,P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. P.E.#58705 i TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5-8 Sash Spacing for"Integral- Group F 30"Height 36"Height 48"Height 54"Height 83"Height 30"Height 36'Height 48"Height 54"Height 63"Height Width o a a o a a a Fin"Installation 4" Head E Head E Head 2 Head 6 Head a Head 6 Head 6 Head E Head E Head e •Reinf.Level fin) &Sill �,° &SIII . &Sill . &Sit 4 &Sill ' &Sill ' &Sill `; &Sill 4, &Sill . &Silt 4 R4 PRODUCT REVISED Anchor Group A Anchor Group CBuildcoin11 Cmplyioddnge with the Florida } 25-1/2" 12.147 • 1+C2+1 2 1+C2+1 '3- 1+C2+1 4 1+C2+1 4 1+C2+1 4 NOA-No. 17-0411.08 '6 28" 13.397 t • 1+C2+1 2 1+C2+1 3 1+C2+1.. 4 1+02+1 4 1+C2+1 4 Expiration Date 09/24/2020 . 36" 17.397 • 1+02+1 2 1+C2+1 3 . 1+C2+1 4 1+C2+1 4 1+C2+1 4 By 1 42" 20.397 Not Allowed 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Mtamiad rodent Control 48" 23.397 ' 1+62+1. 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+92+1 4 ▪ 60" 29.397 , 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 m'ADDED NOTE TO ANCHOR p QTY.TABLES. • 75" 36.897 ii 2+02+2' 2 2+C2+2 3 2+62+2 4 2+C2+2 4 2+C3+2 4 I Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+62+1 4 1+C2+1 4 1+C2+1 4 (3 m.7_ "a ✓ 28" 13.397 1+62+1 2 1+C2+1 3 1+C2+1 4 1+62+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 4 W vi' r Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 > o cn O m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 o g W Pi°a c 48" 23,397 1+C2+1 2 1+C2+1 3 1+C2+1• 4 1+62+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 .�or T. W 60" 29.397. 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+62+2 4 2+63+2 4 2+C2+2 2 2+C2+2 3 2+02+2 4 2+02+2 4 2+C2+2 4 9 A a. ,fB I cs 75' 36.897 1 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z l'-m R O °M°Q SEE TABLE 11 FOR DESIGN PRESSURE U U O O- TABLE 22: uj GLASS TYPES ~7 v (a< J .—I JMa •Glass Types Anchor Quantities for XO or OX Windows 10-12 s 1416 MAY v a_ m ,_ 1042 8 1416 Sash 1 NOT BE USED o Z° u H w u_ 30'Height 36"Height 48"Height 54",Height 63"Height 76"Height 30"Height 36"Height 48'Height 54"Height 63"Height 76"Height WITH J-CHANNEL W Q Width Head Head 1 Head E Head E Head E Head E Head E Head E Head E Head Head 'E Head "E ® ORAMESGRALFIN J Reint..Level ' (in) mm m m m m m m m E— ,--- R4 - &Sill .� &Sill &Sill ' &Sill &SW .� 8 SIII .� &Sill &Sill &Sill 8 Sill &SIII &Sill rn Z 0 1°'45 R4ut Anchor Group A Anchor Gro •up C y MI V = J F_-• 25-112" 12.147 11+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 - a F Z 28" 13.397 1+C2+1 2 1+62+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 '5 1+C3+1 5 ( Q O Z ail°°s 36° 17.397 . 1+02+1 2 1+02+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+64+1 5 ci. o = O O m • 42" 20.397 . • Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+03+1 5 1+C4+1 5 0 `0 Los g 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+03+1 4 1+C4+1 5 1+C4+1 5 < I 2 60" 29.397 2+C2+2 2 2+02+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+64+2 5 • 'nu -°s,a S°!,"s NOTES: �� III~ !/ 75' 36.897 2+C2+2 2 2+C2+2 3 2+63+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 1)FRAME DIMENSIONS ARE BUCK WIDTH AND ���\ NY LYN '��� Anchor Group B • Anchor Group D BUCK HEIGHT(SEE ��� �•• NRJ/ SHEETS 3-4).SASH SIZE IS ��.•' UCENSF �� 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3, 1+C2+1 4 1+62+1 4 1+62+1 5 1+63+1 5 ".1' AS PER THE FIGURES ON � Q'; tr 28' 13.397 1+C2+1 2 1+02+1 3 1+62+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+02+.1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 SHEETS 6-B. =* No.56705 = 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+03+1 5 1+C4+1 5 1+C2+1 2 1+02+1 3' 1+624-1 4 I+C3+1 4 1+C3+1 5 1+64+1 5 2)FOR SIZES NOT _-D: a - _ u SHOWN,ROUND UP TO ��•, ittP' 1 - 0:1 —o d2" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 m THE NEXT AVAILABLE �OT•.• .•�` g 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+03+1 4 1+04+1 5 1+C4+1 5 1+C2+1 2 1+62+1 3 1+C3+1 4 1+63+1 4 1+C4+1 5 1+64+1 5 WIDTH OR HEIGHT •"..• '..F(oRIDP•,.•or,\� 60° 29.397 2+C2+2 2 2+C2+2 3 2+63+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+63+2 4 2+C3+2 4 2+64+2 5 2+C4+2 5 TM TA LE.s iowN ON �///IOWA' ' • 75' 36.897 ' 2+C2+2 2 2+C2+2 3 2+63+2 4 2+64+2 4 2+C4+2 5 2+94+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+64+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEET9FORA _ SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX D.C.SPACING SHOWN ON THE ELEVATIONS. TABLES. P.E.#58705 _ TABLE 23: • MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 5_5 Sash '54"48"36"'°"'48"36""l"H 24eht 30Height Height Height 54Height 63Height 24Height 30Height Height Height Height 83 Sash 9 909 0 0 9 0999Height Contgunalton a a a a a a I Reinf.Low] Range tin) Head&Sill ' Heed&S81 1 Head&Sit ' Head&Sill m .Head&Sill 1 Head&Sill E Head&S81 I Head&Sill 1 Head&Sill 1 Head&Sill i Head&Sill 7 Head&Sill Author Group A Anchor Group C PRODUCT REVISED I 35-1/4" 4 11.391-11.391 1+C2+0+02+1 2 1+C2+0+02*1 2 1+02+0+02+1 3 1+C2+O+C2+1 4 1+02+0+C2+1 4 1+02+0+02+1 4 1+c2+OeC241 2 1+02+0+C2+1 2 7-C2+0+C2+1 3 7+C2+0+C2+1 4 1+C2+0+C2*1 4 1+C2+0+C2+1 4 as complying with the Florida Building Code 38' 34-4 12.308'-12.308 1+C2+040241 2 1+C2+0+02*1 2,14C2+040241 3 1+02+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2*0+C2+1 2 7+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+02+0+02+14 NOA-No. 17-0411.08 y%% 11-391-13.387 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 2 14C2+0+C2+1 2 1+C2+0+C2+1 3 7402+0+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 Expiration Date 09/24/2020 45-118" Y%-4 13.398-14.883 1+02+0+C2+1 2 1+C2+0+02+1 2 1+02+0+02+1 3 1402+0+02+1 4 1+02+040241 4 1+0240+02+1 4 1+02+0+02+1 2 1*02+0+02+1 2 1402+0+02+1 3 1+02+0+02+1 4 1+C2+0+02+1 4 1+02+0+02+1 4 By X- -Ya 11.391-12.297 1+C2+1+02+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1*02+1 4 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 3 1+02+1+02+1 4 1402+1402+1 4 1+C2+1+C2+1 4 Miami-Dade roduct Control ' 473/4" Y-Y-Y 12.298-15.558 1+0240402+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+02+0+02+1 4 1402+0+c2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 2 1+02+0+02+1 2 1+C2+0+C2+1 3 1+02+0+02+1 4 1+C2+0+02+1 4 1+02+0+02+1 4 Custom 11.391-12.016 1+C2+1+02+1 2 1+02+1+C2*1 2 1+C2+1+C2+1 3 1+02+1402+1 4 1+02+1+02+1 4 1402+1+02+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 m ADDED NOTE TO ANCHOR 16 52-118" '/%-y 12.017-13.397 1402+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1402+1 4 1+02+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 2 1+02+1+02+1 2 1-C2+1+02+1 3 1+02+1+02+1 4 14-C2+1+02+1 4 1+c2+1+C2+1 4 o-QTY.TABLES. x Yo-A-% 13.398-17.016 1+02+0*C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+•1 4 1+02+0+02+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 2 1+02+0402+1 2 1+C2+0+C2+1 3 1+C2+0+0241 4 1+C2+0+C2+1 4 1402+0+C2+1 4 m Custom 11.391-13.397 1+02+1402+1 2 1+C2+1+C2+1 2 1+02+1+02+1 3 1+C2+1+C2+1 4 1+02+1+02+1 4 1402+1+C2+1 4 1402+1+02+1 2 1+C2+1+C2+1 2 14C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 _ i 60' 34-3:4-+/. 13.398-15.360 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1*C2+1 3 1+02+1+02+1 4 1+C2+1+02+1 4 1+02+1+02+1 4 1+02+1+02+1 2 1+02+1+02+1 2 1+C2+1+C2*1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2*1 4 Li s Y Ea i /3-34-4 15.381-19.841 1+C2+0+02+1 2 1+02+0+02+1 2 1+C2+0+02+1 3 1102+0+C241 4 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 2 1402+0+02+1 2 1+02*040241 3 14-C2+04-C2+1 4 1+02+0+02+1 4 1*C2+0+C2+1 4 0) ."a8 Custom 11.391-13.397 1+02+3+02+1 2 1+02+3+02+1 2 1*C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+02+1 2 1+02+3+02+1 2 1+C2+3+C2+1 3 1+02+3+02+1 4 1+02+3+02+1 4 1402+3+C2+1 4 m 0 ip Q O 75' Y-Y-Y 13.398-19.110 1+02+2+C2+1 2 1+02+2402+1 2 1+02+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+02+1 4 1402+2+02+1 4 1+C2+2+C2+1 2 I+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+02+2+02+1 4 14C2+2+02+1 4 E ID O O '444-35 19.111-24.641 1+02+1+02+1 2 1+C2+1+C2+1 2 1+02+1+02+1 3 1402+1402+1 4 1+02+1+02+1 4 1+C2+1+C2+1 4 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 3 1+0241+02+1 4 1+0241+02*1 4 1402+1+C2+1 4 0 ti a 11 atop f� U Custom 18.360-19.387 14C2+3+C2+1 2 1+02+3+02+1 2 1+C243+02+1 3 1+02+3+02+1 4 1+C2+3+02+1 4 1+03+3+C3+1 4 1+C2+3+02+1 2 1+C2+3+02+/ 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+02+1 4 0 7 L5 T -a E 96' %-y,-y. 19.398-24.360 1+02+34-C2+1 2 1+C2+3+C2+1 2 1+02+3+02+1 3 1+02+3+02+1 4 1+C2+34C2+1 4 1403+3+03+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+0243402+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 4 O C a m T umo.10 I Custom 24.381-30.360 1+0242+0241 2 1+C2+2+02+1 2 1+C2+2+C2+1 3 1+02+2+02+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+02+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+02+2+02+1 4 1402+2+02+1 4 Z u_0 N(3 iz 120" '''A-4-y " -30.380 1+02+3+02+1 2 1+02+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+03+3+C3*1 4 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+0241 4 1+C2+3+C2+1 4 V Lu o e a W aN Anchor GroupB Anchor Group D DJ Z a0 Cy 7 `.}110 35-1/4' %-34-}i%-34-}i 11.391-11.391 7+C2+0+C21 2 1 C?+0+C2+1 r + 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+0241 4 14C2+0+024-1 4 1+C2+0+02+1 2 1+02+0+02+1 2 1+C2+0+C2+1 3 1+02+0+02+1 4 1+02+0+02+1 4 1402+0+C2+1 4 a ; 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LlCENS- `:F- 96" %-Y-% 19.388-24.360 14c2+34C2+1 2 1+02+3+C2+1 2 1+02+3+C2+1 3 1+02+3+C2+1 4 1402+3+02+1 4 1*02+3+02+1 4 1+C2+3+0241 2 1+C2*3+C2+1 2 1*0213*C2+1 3 1+C2+3*02+1 4 1+C2+3+C2+1 4 1+02+3*02+1 4 No.58705 t _ Custom 24.381-30.380 1+C2+2+02+1 2 1+C2+2+02+1 2 1+C2+2*C2+1 3 1+02+2+C2+1 4 1+02+2+C2+1 4 1+02+2+02+1 4 1+02+2+02+1 2 1+C2+2+C2+1 2 1+02+2+02+1 3 1+02+2+C2+1 4 1+02+2+C2+1 4 1+02+2+02+1 4 _ : ? 120' %-Y-� " -30.380 1+02+3+02+1 2 1+02+3+0241 2 1+02+3+C2+1 3 1+02+3+02+1 4 1+0243+02+1 4 1+02+3402+1 4 1+02+3+02+1 2 1+02+3+02+1 2 1+02+3+02+1 3 1+02+3+02+1 4 1+02+3+02+1 4 1+02+3+02+1 4 131 11 2' 7- ;g_ SEE TABLE 9 FOR DESIGN PRESSURE %QAlt} F " "'MIN.SASH SIZE=WINDOW WIDTH-68.26 NOTES: ��� FtORIDP ����� Max.Anchor O.C. Anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND SUCK HEIGHT(SEE SHEETS 3-4). i I •"•••--I ('jam Spacing for"Integral- Group E Group F 2)FOR SIZESASH SIZE S NOT SHOWN, OUNDS AS PER THE SUP 0 THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.ON SHEETS 6-8. ,/Z�`ISj��NAL��\\ P 9 9IIllttl` I Cln"Installation 3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES. I 2.9" 4" 4)"114.1/2-1/4"AND"1/3-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.N 59705 TABLE 24: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 6&6 SashSash 24Haight 30'Height 3T Height 48'HeIght 54'Height 63"Height 24"Height 30'Height 38°Height 40 Height 54°Height 63'Height Configuration n Ei Head&Sill a Heed&Sill Head&Sill1 Head&Sill a Head&Sill a WM,,Leel Range P) Head&Sill -, Head&Sill i Head&Sill i Head&Sill i Head&Sill 1 Head&SI11 Heed&SIO R4 AnchorGroupA Anchor GroupC PRODUCT REVISED _ _ os complying with the Florida 35-1/4' (-ys-1 11.391-11.301 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1*C2+0+C2+1 4 1+C2+0+C2*1 4 1+02+0+C2+1 4 Building Coda 38' %-% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0-1C2+1 2 1+C2+0+C2+1 3 1+C2*0+C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 NOA-No. 17-0411.08 -y-y, 11.391-13.397 1+02+0+C2+1 2 1+02+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 14C2+0+C2+1 4 Expiration Date 09/24/2020 45-116° 1+C2+O+C2+1 2 1+C24-04C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+02+1 4 1+C2+0+C2+1 4 By -�� )4-14-% 13.399-14.683 • -y 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+02+1 4 1+C2+1+C2+1 4 Miami-.ad- •ro•no Control 47-3/4' • ;4-%-34 12.298-16.558 1+C2+0+02+1 2 1+C2+0+02+1 2 1+02+0+02+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 Custom 11.391-12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+02+1 4 1+C2+1*C2+1 4 1+C2+1+02+1 4 ra 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 o- 52-1/8'il y=-� . %-) Y0 13.398-17.016 1+02+0+02+1 2 1+C2+0+C2+1 2 1+C21-0+C2+1 3 1+C2+0+02+1 4 1+02+0+C2+1 4 1+02+0+C2+1 4 , m Custom 11.391-13.387 Not Allowed 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Lf) X m 'E 80" %-34-% 13.398-15.360 1+02+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+02+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 z R nea I %-)a-)3 15.381-19.641 1+C2*0+02+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0*C2+1 4 W ‘- Custom 11.391-13.397 1+C2+3+C2+1 2 1+02+3+02+1 2 1+C24-340241 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+02+1 4 r O l, 0 9 C7 w 75" %-% 13.398-19.110 1+C2+2+02+1 2 1+C2+2+C2+1 2 1*02+2+C2+1 3 1+02+2+02+1 4 1+C2+2+02+1 4 1+02+2+C2+1 4 O a ffi e1o0 Q - 'Ys 19,111-24.841 . 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+02+1.4 1+02+1+C2+1 4 >-ti 4 N L' Lc) Custom 16.380-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+0201 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 C9 w 8 IN • I € E8" %-344 19.398-24.360 1+C2+3*C2+1 2 1+02+3+C2+1 2 1+02+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+02+1 4 O A p r`= u Aa ' s Custom 24.381-30.360 1*C2+2+C2+1 2 1+C2-12+C2+1 2 1+C2+2+C2+1 3 1+02+2+C2+1 4 1+024-2+02+1 4 1+02+2+02+1 4 - Z ' m o Le € € 120" 56-31-34 " -30.360 1+02+31C2+1 2 1+C2+3+02+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 W U m j W '0N Anchor Group B Anchor Group D 1-W q' c0¢ J DMO 35.1/4' Ya-Ye--' 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+02*1 4 1+C2+0+02+1 4 1+02+0+02+1 4 1+02+0+02+1 2 1+C2+0+02+1 2 1+C2+O+C2+1 3 1+02+0+C2*1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 P>g Q , 38' '-ys-} 12.305-12.308 1+C2+0+C2+1 2 1+02+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 4 Z O8 I- IX ii_ Y'/z-)5 11.391-13.397 1+C2+0+C2+1 2.1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+02+0+02+1 2 1+02+0+02+1 2 1+C210+C2+1 3 1+C2+04C2+1 4 1+C2+04-02+1 4 1+02+0+02+1 4 45-1/0 ,J '0 -%-3' 13.398-14.683 1402+0+02+1 2 1+C200+02+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1402+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 -J r Ya-%-34 47-3/4' '/1-%-34 11.391-12.297 14C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1*02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 `0.o Z 0 10045 cn -y-y 12.298-15.558 1+C2+0+C2+1 2 1+02+0+02+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+02+0+02+1 4 1+C2+04C2+1 4 1+C2+0+C2+1 2 1+02+0+02+1 2 14C2+0+C2+1 3 1+02+0+02+1 4 1+02+0+02+1 4 1+0240+02+1 4 re .1 N -I Custom 11.391-12.016 1+02+1+02+1 2 1+C2+1+02+1 2 1+02+1-+02+1 3 1+02+1+C2+1 4 1+02+1+02+1 4 1+C2+1+C2+1 4 1+02+1+02+1 2 1+02+1+02+1 2 1402+1+C2+1 3 1+02+14•C2+1 4 1+C2+1+02+1 4 1+02+1+02+1 4 (3 ,_.,,5. L- Z £ 52-1/8" %%-Y 12.017-13.397 1+C2+1+C2+1 2 1+C2+7+C2+,1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+02*1 4 1+02+1+02+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2*1 4 1+C2+1+02+1 4 1+02+1+C2+1 4 LLi f: Z 010 -'/s 13.398-17.016 1+C2+0*C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2*1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0*02+1 4 1+C2+0+02+1 4 1+02+0+0241 4 \ O 0 N Custom 11.391-13.397 1+02+1+C2+1 2 1+C2+1+02*1 2 1+02+1+C2+1 3 1+02+1+C2+1 4 1+02+1+02+1 4 1+02+1+02+1 4 1+02+1+02+1 2 1+c2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2*1 4 1+0241+C2+1 4 K 0 i 2 60" VA-Y,, '13.398-15.360 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 3 1+C2+1+02+1 4 1*C2+1+C2*1 4 1+02*1+C2+1 4 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 3 1+02+14-02+1 4 1+02+1+C2+1 4 1+02+1+02+1 4 U Z0€ -2 ya-Ye-Ye 15.361-19.641 1+C2+0*C2+1 2 1+02+0+02+1 2 1+C2+0+C2+1 3 1+02+0+02+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+02+0+C2+1 2 1+02+0+C2+1 2 1+02+0+02+1 3 1+02+0+02+1 4 1+C2+0+C2+1 4 1+024-0+02+1 4 = anu '.0 saves Custom 11391-13.387 1+02+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2*1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+02+1 2 1+02+3+02+1 2 1+02+3+02+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+02+3+C2+1 4 l 0 75" g-ya-34 13.398-19.110 1402+2+02+1 2 1+024-24-02+1 2 1+C2+2+C2+1 3 1+02+2+02+1 4 1+02+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+02+2+02+1 2 1+C2+2402+1 3 1+C2+2+C2+1 4 1+02+2+C2+1 4 1+C2+2+C2+1 4 111111111110,, 14-X-Ya 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+02+1 2 1*C2+1+C2+1 3 1+C2+1402+1 4 1+C2+1+02+1 4 1+02+1+02+1 4 1+C2+1+02+1 2 1+C2+1+C2*1'2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+02+1 4 1+C2+1+C2+1 4 `�`.0Q.Y------ LYNN�i Custom 18.360-19.397 14C2+3+C2+1 2 1+02+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+02+1 4 1+02+3+02+1 4 1+02+3+C2+1 2 1+02+3+02+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 4 1+02+3+02+1 4 1+C2+3+02+1 4 PC.••-' UCENSF•.• `cr; ;. 96" %-y,% 18.398-24.360 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+02+3+02+1 3 1+C2+3+C2+1 4 1+02+3+02+1 4 1+C2+3+C2+1 4 1+02+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+02+3+02*1 4 1+C2+3+C2+1 4 * '•P No.58705 - ' Custom 24.361-30.360 1+02+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+2+02+1 4 1+C2+2+C2+1 4 1+02+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2*1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+02*2+C2+1 4 1+C2+2+C2+1 4 = i A : * 120" Y.-y-'/e ,-30360 1+02+3+02+1 2 1+C2+3*C2+1 2 1+02+3+02+1 3 1+02+3+02+1 4 1+C2+3+02+1 4 1+C2+3+02+1 4 1+C2+3+02+1 2 1+C2+3+0241 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1*C2+3+C2+1 4 14-12+3+C2+1 4 ::::° ;. � ' ,�= f' _ " WINDOW WIDTH-59.28 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE O�1•. q E F � "MIN.SASH SIZE= 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT SHEETS '�a(' ••.'tonioN -'••.��' Max.Anchor O.C. Anchor SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. i O '•-•• \ GRN F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH CR HEIGHT DIMENSION SHOWN ON THE TABLE. 'ins' NAL NG1" { ! Spacing for"Integral- p 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. '//1111111111 Fin"Installation -4^ 4)1/4-1/2-1/4"AND"1/3.1G-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. - - IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P,E.#58705 1 TABLE 25: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. 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S 52-1/8" %-Ya-% 12.017-13.397 1+C2+1+C2+1 2 1*C2+4+02+1 2 1+C2+1+C2+1 3 1+02*1+c2+1 4 1+C2+1*C2+1 4 1+C2+1+C2+1 4 1*C2+1+C2+1 2 1+C2+1*C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 O O ai' �-y-1/, 13.398-17.018 1+C2+0.02+1 2 1+02+Or C2+1 2 1+C2+0*c2+1 3 1+C2+0*C2+1 4 1+C2+0+C2+1 4 1+C2*0+C2+1 4 1+02+0+C2+1 2 1+C2*O+C2+1 2 1+C2+0*02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1*02+0+C2+1 4 \ o = IBJ m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1*C2+1 2 1+C2+1+C2+1 3 I+C2*1+C2+1 4 l+C2+1*C2+1 4 1+C2+1*C2*1 4 1*C2+1+C2+I 2 1*C2*1*C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2*1+C2+1 4 1+C2+1+C2+1 4 'X 0 cC U 'G 60° %%-y 13.398-15.380 1+C2+1+C2*1 2 1+C2+1+C2+1 2 1*C2+1+C2+1 3 1+C2+1*C2+1 4 1+C2+1*C2+1 4 t*C2+1*C2*1 4 1+C2+1+C2+1 2 1+C2+1*C2+1 2 1*C2*1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 O Q _9& 14-14-% 15.361-19.841 1+C2+0+C2+1 2 1+C2.0*C2+1 2 1+C2+0*C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3*0+C3+1 4 1+C2*0+C2+1 2 1+C2+0+C2+1 2 1*C2*0*C2*1 3 1+C2+0+C2+1 4 1+C2+0*C2+1 4 1*C2*0+C2+1 4 a01 'SVC sapas i I Custom 11.391-13.397 1+C2+3+C2*1 2 1+C2.3*C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1*C2+3*C2+1 3 1+C2+3+C2*1 4 1*C2+3+C2+1 4 1+C2+3*C2+1 4 75' %-K-y 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2*2+C2+t 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 l+C2+2+C2+1 2 1+C2+2+C2+1 2 t*C2+2+C2+1 3 1+C2+2+C2*1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 \t11111111/!r,' 34-,y Y, 19.111-24.641 1+C2+1+C2+1 2 1+C2*1+C2+1 2 1+C2+1+C2+1 3 1•C2+1+02+1 4 1+C2+1+C2+1 4 1+c3*1*C3*1 4 1+C2*1+C2+1 2 1+C2+1+C2+1 2 1+C2*1*C2+1 3 1+C2+t*C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ;�.•‘\ NY LYNly 'v,� Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3*C2+1 3 1+C2+3+C2+1 4 1+C2*3+C2+1 4 1+C3+3+C3*1 4 1*C2+3+C2+1 2 1+C2+3*C2+1 2 1+02.3+C2+1 3 l+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 . a VICENsps• '( i 98' % -% 19.396-24.360 1+C2*3+C2+1 2 1+C2+3+C2+1 2 l*C2+3+C2+1 3 1*C2+3+C2+1 4 1+C2+3*C2+1 4 1+C3+3+C3.1 4 1*C2+3+C2+1 2 1*C2+3+C2+1 2 1*C2+3*C2+1 3 1+C2+3+C2+1 4 1*C2*3*C2+1 4 1+C2*3*C2+1 4 P` '.( 1I-•: No.58705 + . + + . * +* + + + 3 1+C*2+C2+1 4 1*C2+2+C2+1 4 1+C2+2*C2*1 4 _ Custom 24.301-30.360 1*C2*2*C2+1 2 1*C2*2.02*1 2 1+C2+2+C2+1 3 1+02.2 C2 1 4 1 C2 2*C2 1 4 1 C3 2 C3 1 4 1 C2 2 C2*1 2 1*C2+2.02+1 2 NC2+2+C2*1 2 _ ', �-_ 120" Y5-%-% " -30.380 1*C2+3+C2+1 2 1*C2*3+C2+1 2 1*C2+3+C2+1 3 1*C2*3+C2+1 4 1+C2*3+C2+1 4 1+C3+3*C3+1 4 1+C2+3+C2+1 2 1+C2+3*C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1*C2+3+C2+1 4 1+C2+3+C2+1 4 .73 ,(4 7� _ 1 t SEE TABLE 14 FOR DESIGN PRESSURE 'O•• STATE J •4,Z.- .. I i WINDOW WIDTH-5928 NOTES: 'n _ Max.Anchor O,C. Anchor MM.SASH S ZE= 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE %Cis ''•'<ORIDA.•' ,'a" Spacing for"Integral- Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.FIGURES ON SHEETS 6-8. /",,0NAL ENG\ 3)SEE SHEETS FORA GUIDE TO USING THESE TABLES. r l l l l t i l Fin"Installation 3,7 4)'1/4-1/2-1/4,AND"1/3-113-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. • P.E.5 68705 • TABLE 26: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. . Glass Types Anchor Quantities forXOX Windows 10-1? Sash - Sash 24'Height 30'Height 38'Height 48"Height 54'Height 63'Height 24'Height 30"Height 36°Height 48'Height 64"Height 63"Height Contguietlon W9dth Relnt Level Range On) Head 8 Sill n Heed&Sill m Head 8 SIII m Head&Sit Em Heed 8 Sill f Head 8 Sill m Heed 8 S01 Heed 8 SIII FA Heed 8 Sill m Head 8 Sill m Head 8 Sill E Head 8 Sill Ep R4 -' Anchor Group A Anchor Group C - 35-1/4' Ye-Y-Ye 11.391-11.391 1+02+0.02+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 PRODUCT REVISED 38' Vs-Yr-Ye 12.308-12.308 1+02+0+02+1 2 1+C2+0+02+1 2 1*C2+0+02+1 3 1*0200+02+1 4 1+0200002+1 4 1+C2+0+C2+1 4 as complying with the Florida Building Code X-)5-% 11.381-13.397 1+C3+0+02+1 2 1+02 q +0+ +1 2 1+C2+6+C2+t 3 1+C2+0+02+1 4 1+02*0+02+1 4 1+C3+0+C3+1 4 NOA-No. 17.0411.08 45.118' Y-Y-Y 13.398-14.663 1+02+O+q+1 2 1+C200+02+1 2 1+02.0+02+1 3 1+C2+0+02+1 4 1*C2+O+q+1 4 1+C3+0+C3+1 4 Expiration Date 09/24/2020 4714' Y-Y' 11.391-12.297 1+C2*0+02+1 2 1+02+0+02+1 2 1.0200+02+1 3 1+C2+0+C2+1 4 1+C3+6+C3+1 4 1+C3+0+03+1 4 34-34-4 12298-15.558 1+C2+0+02+1 2 1+02+0+C2+1 2 1+q*6.q+1 3 1002 03 00+02+1 4 10 .0003+1 4 1+03+6003+1 4 By -ro Mlam Product Control Custom 11.391-12.016 1+02+0+02+1 2 1002+0+02+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+03*1 4 1+C3+6.C3+1 4 52-118' Y-14'/ 12.017-13.397 1+q+0+02+1 2 1+C2+0+02+1 2 1+02+0+02+1 3 1+C3+0004+1 4 1003+0003+1 4 1*C3+0+03+1 4 rm ADDED NOTE TO ANCHOR il %-%-/s 13.398-17.016, 1+0200002+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+02+0+02+1 4 1+03.0+C3+1 4 1+C3+6+03+1 4 Custom 11.391-13.397 1+02+2+C2+1 2 1+02+2+02+1 2 1+C2+2+C2*1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 z QTY.TABLES. m 60' %Y-Y 13.388-16.380 Not Allowed 1*02*1+02+1 21+C2*2+C2+1 21+C2+2*q+1 31+02+2+02+1 41+C3*2+C3+1 4 1+C3+2+C3+1 4 Y-YrY 15.381•18.641 • 1+0200+02+1 2 1+C2+0+02+1'2 1+C2+0+02+1 3 1+03+0+03+1 4 1+03+0+C3+1 4 1+C4+0+C4+1 4 LI) 4 m T cum.. 11.391-13.397 1*C2+2+02+1 2 1+C2+3*02+1 2 1+02+3+C2+1 3 1+C2+3+02+1 4 1*C3+3+C3+1 4 11.03+3+C3+1 4 Z c- (J) .,* 75' %-%-% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+0201 2 1+02+3+02+1 3 1*C3*3+03+1 4 1+C3+3+02+1 4 1+C4+3+C4*1 4W W - a34-34-14 19.111-24.641 ° 1+02+0+02+1 2 1+C2+0+C2+1 2 1+C3*0+C3'1 3 1+C3+0+03*1 4 1+C4+0+C4+1 4 1+04+0+04+1 4 > N. In 0 O: ' Custom 17.841-18.397 1+0243+q+1 2 1+02+3+C2+1 2 1+ 2*3*03+1 3 1+0304+C3+1 4 1+03+4+C3+1 4 1+C4*400401 4 K d COO0 O 96' y.-%-X 18.398-24.380 i*02+3+02+1 2 1+C2+3+02+1 2 1+02+3+0201 3 1+0304+C3+1 4 1+C3+44-C3+1 4 1+C4+400401 4 Y r Z 01" Ya-)440 24.381-31.841 1*02+2+02+1 2 2+C2*2+C2+2 2 2+C2e2+02+2 3 2+C3+3+03+2 4 2*03*3+C3+2 4 2+C1*3+C4+2 4 t9 N (0 C 2 al 34-31-Y4 29.841-32.515 2.02+3+02+2 2 2+C2+3+C2+2 2 2+02+3+02+2 3 2+C3+4+C3*2 4 2*C3+4*C3+2 4 2+C4*4+01*2 4 OA 2 O n V*0 nF 120 "5-Y.-3132.016-39.641 2+02+2+01+2 2 2+C2+3+02+2 2 2*C2+3+02+2 3 2+C3+3*C3+2 4 2.04+3+04+2 4 2+C4+300402 4 Z LL 03 a L2 iN°' O 0 140' Custom +. -39.841 • 2+02+3002+2 2 2+02+3+02+2 2 2+02+3002+2 3 2003*4+03+2 4 2+04+4+04+2 4 2+04+4004+2 4 2 111 s- •a-{ co Anchor Group B Anchor Group D U1-02 a W .ow • • 35-1/4' 3.0-%-% 11.391-11.391 1+02+0+C2+1 2 1-0C2+0+02+1 2 1*C2+0+02+1 3 1+C2*O+C2*1 4 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+6+02+1 2 1+C2+0+C2+1 2 1+02+0+02*1 3 1+C2+0+C2+1 4 1+C2*CC4 + 2+1 1+02 02 09001 4 p m DUO i 38' 35-Y.4 12.308-12.308 I+02+0+02+1 2 1+02+0+C2+1 2 1+02+0+03+1 3 1+02+0+C2+1 4 1+02+0+02+1 4 1+02+0+C2+1 4 1+02+0+02+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1*02+0+02+1 4 1+C2*(+02*1 4 1+C2+0+0201 4 o Z p H O' . %Y-'/+ 11,391-13.397 1+02*0+02+1 2 1+02+0+02+1 2 1+C2+0*q+1 3 1+02+0*C2+1 4 1*C3*0+C3*1 4 1+C3+0*C3+1 4 1+02+0+02+1 2 I+C2+6+02+1 2 1002+0+02+1 3 1+C2*0+02+1 4 1+02+0+02+1 4 1+C3*0+03+1 4 O III LL' 45.118" --I 0 34-35-3413,398.14.683 1+02+0+02+1 2 1+0200002+1 2 1+02+0+02+1 3 1+02+0+02+1 4 1+02+0+C2+1 4 1+03+9+03+1 4 1+02+0+02+1 2 1+C2+0+02+1 2 1+02+0+02+1 3 1+02+0+C2+1 4 1+C2+O+02+1 4 1+03+0+01+1 4 J 0 , 34-Y-Y 11.391-12.287 1+02+0+02*1 21+C2+0*C2+1 21002+0002*1 3 1+C2+0+C2*1 4 1+C3+0*C301 4 1+03+0+03+1 4 1+02+0+02+1 2 1+02+0.02+1 21+C2+0+02+1 31+02+0+02+1 41+03+0+C3+1 4 1+03*0+03+1 4 H O '- 473/4' 47-314' Z x' iaA4s YY.-Y 12.206-15.558 1+0240+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+02+1 4 1003+0+03+1 4 1+C3+0+C3+1 4 1+C2+6+02+1 2 1+02+0+02+1 2 1+C2+p.q+1 3 1+02+0+02+1 4 1+03+0.03+1 4 1..03+0+03+1 4 ® al < COCustom 11.391-12016 1+02+0+02+1 2 1+02+0+02+1 2 1+02+0002+1 3 1+C3+0+C3+1 4 1+03+0+03+1 4 1002+0003+1 4 1+02+0+C2+1 2 1+02*0+0201 2 1+C.21-0.C2+1 3 1003+0+03+1 4 1003+6+C3+1 4 1+C3+6.123+1 4 s. In v = „...1 Z 02-1/8' Y.-!4-% 12.017-13,397 10,02+0+02+1 2 1+C2+0+02+1 2 1002+0+02+1 3 1+03+0+03+1 4 1+C3+0+03+1 4 1+03+0+03+1 4 1+02.0+02+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+C3+0+C3+1 4 1+03+0+02+1 4 1+C3+0+03+1 4 I-- ° fl 35-14-% 13.398•17.016 1+C2+0+-C2+1 2 1002+0+02+1 2 1+C2+0+02+1 3 1+C3+0+C3*1 4 1+C3+0+03+1 4 1*C3+0+C3+1 4 1+02+0+02+1 2 1+03+0+02+1 2 1+02+0+C2+1 3 1+02+0+02+1 4 1+C3+0003+1 4 1+03+0+03+1 4 ¢ Z °IOs • Custom 11,301-13.397 1.02+2+C2+1 2 1+02+2+02+1 2 1+02+2+02+1 3 1+02+2+02+1 4 1+03+2+q+1 4 1+C3+2+C3+1 4 1+0202+02+1 2 1+02+2+02*1 2 1+C2*2*C2+1 3 1+C2*2+C2+1 4 1+03+2+C3*1 4 1+0+2+C3+1 4 % O i N - m 60' Y--Y-'/413.308-15.360 1.02+2*C2+1 2 1+C2*2+C2+1 2 1+C2+2002+1 3 1+02*2+02+1 4 1+03+2+03+1 4 1+C3+2*C3+1 4 1+02+1+C2+1 2 1+02+1*C2+1 2 1*C2+1+02*1 3 1+C2+1*02+1 4 1*C3*1+C3+1 4 1+C3+1*C3+1 4 . V ce In I )44,-% 15.361-19.641 1+02+9+02+1 2 1*C2+0+C2*1 2 1+02+0002+1 3 1+03+0+03+1 4 1+03+000301 4 1+01+0.01+1 4 1+0200+02+1 2.1+03+0+02+1 2 1+02+0002+1 3 1+C3+0103+1 4 1+C3+0.03+1 4 1+04*9+04+1 4 0 cc Custom 11.391-13.387 1+02+3+C2+1 2 1+02*3002+1 2 1+02+3+02+1 3 1+02+3002+1 4 1+03+3+03+1 4 1+C3+3*03+1 4 1+02.2.02 02 +1 2 1+ +2+02+1 2 1+02+3002+1 3 1*02.3+02*1 4 1+C3+3+C3+1 4 1+C3+3+02 U Z+1 4 Z = _ 75* y4-Y-Y 13.398.19.110 1002+2+02+1 2 1002*3403+1 2 1+02+3+02.1 3 1+C3+3+C3+1 4 1+C3+3*C3+1 4 1+04+3+01+1 4 1+0202+02+1 2 I+C2+2*C2+1 2 1+02+2+02+1 3 1+C3+2*03+1 4 1+C3+2+03+1 4 1+C4+2+C4+1 4 2u'1 'asap nua5 15-y,-y, 19.111-24.841 1+C2+0+02+1 2 1002+0*02+1 2 1+03+0*C4*1 3 1*C3*0+C3+1 4 1*C4.0.04+1 4 1+04.9.04+1 4 1+02+6+02+1 2 1+C2+0002*1 2 1.03+0.C3+1 3 1003.0+03+1 4 1+04+0+04+1 4 1+C4+0004+1 4 0,,,,t It tr.,,,, ! f Custom 17.641-19.397 1+02+3+C2+1 2 1+02+3+02+1 2 1+C2*4+02+1 3 1+C3+400301 4 1+C3+4+C3+1 4 1+04.4+01+1 4 1002+3+02+1 2 1+02+3002*1 2 1+C2+3.03+1 3 1+C3a4+03+1 4 1+C3+4*C3+1 4 1*C4+4+04+1 4 \.•��0NY LYNN,//, 96' Y-Y-Y 18.368-24.360 1+0203+0201 21+0203002*1 21*02+4+02+1 31+C3*4+C3*1 41+0304+C3+1 4 1+C4+4+C4+1 4 1+03+2+02*1 21+02+3.02+1 2 1.02+3+02+1 31+09+3003+1 4 1+03+3+03+1 41+04+3.04+1 4 -...'s.tea,••'• t•10ENy"F `���---- 3-14-% Y Ye-% 24.351-31.641 2+03+2+02+2 2 2+02+3.02+2 2 2+02+3+02+2 3 2+03+3+03+2 4 2+02+3*02+2 4 2+C4*3+C4+2 4 1+02+2002*1 2 1+C2*2+02*1 2 1+02+2*02+1 3 1+03*2*03+1 4 1+0302+03*1 4 1.04.2*C4+1 4 .13 ; Y Y 02 02 - -Y 29.541-32.515.2+ *3+0202 2 2+ +3+C2+2 2 2+02+4+02+2 3 2+03+4003.2 4 2+03+42+C24-31-C20203.2 4 2+C4+4+C4+2 42+C24-31-C20202 02 2 2*C2+3. +2 2 2+C2+3002+2 3 2+C3+4+C3+2 4 2+C3+4+03+2 4 2*04+4*C4+2 4 .7 *i No.58705 _ 120" L :G *_ l I Y.-1/e) 32.516-39,641 2+02+3+C2*2 2 2+02*3+02+2 2 2+02+3.02+2 3 2+0+4+0+2 4 2+C4+4+C4+2 4 2*C5+4*C5+2 4 2*02+2*q+2 2 2+C2+3+02+2 2 2*C2+3.02+2 3 + + - 140" Custom .0 •39.641 2+0203+C2+2 2 2+C2+3+C2+2 2 2+024-44(2+2 3 2+C3+4.C3+2 4 2.01+4.04+2 4 2+05*4+C5*2 4 2+02+300202 2 2+C2.3*02+2 2 2+02+3002+2 3 2*C3*4*03.2 4 2+C4+4+C4+2 4 2+C1*4004*2 4 ST e1 t7 • Lt";..- -• 0 S7 7 L NOTES: SEE TABLE 15 FOR DESIGN PRESSURE % ".40 � 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). • .//Css••• • RP.'•.•'eV•,., IGLASS TYPES 10-12 814-16 '"MIN.SASH SIZE=WINDOW WIDTH-60.72 2 OR 5 ES NOT SHOWN, OUND UP TO SHEETS IS AS PER THE FIGURES ON THE 6-8. AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. /////��NAL 1�N���\ MAY NOT BE USED WITH 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL 4)'1/4-1/2-114'AND"1/3-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. •FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.p 58706 }}}[l 1 TABLE 27: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O,C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities forXOX Windows • 14-18 Sash M hl 36Haight 48"Height 54'HeIght 63'Height 24"Height 30'Height 36"Height 48'Hel ht 54'Height 63"Height Sash 24'He Width - 18 30"Height '0 99 0 9 9 9 9 8 ConlgumtIen1y a a Range(m) Head&SBI E Head&SIII E Head 8 SIB E Head 8 SITE Head&Sill 1 Head&Sill E Heed&Sill fi Heed&Sill e. Head&Sill E Hood&Sill I Head&Sill 1 Head&Sill 1 Reed.Leel -8 ' 9 ID Head 5 R4 Anchor Group A Anchor Group C 35-1/4" Y-34-34 11.391-11.391 1402+0+C2+1 21*C2+O+C2+1 21+C2+0+02+131+C2+0+C2+141+C2+0+C2+141+C2+0+C2+14 PRODUCT REVISED 38- Y0-34-''/e 12.308-12.306 1+C2+0+C2+1 2 10C2+0*C2+1 2 1+02+00C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+03+0+03+1 4 as complying with the Florida Building Code y4,44-34 11.391-13.397 1+02+0+02+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+03+0+03+1 4 1+03+0-'C3.1 4 1+044004+1 4 NOA-No. 17-0411.08 43-1/6' Its-%-ii 13.398-14.683 1+02+0+02+1 2 1+02+0*C2+1 2 1+02+0+02+1 3 1+03+0+03+1 4 1+C3+0+03+1 4 1+03+0+03+1 4 Expiration Dale 09/24/2020 47.314' ii-Ys-): 11.391-12297 1+02+0+02+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+03+0+03+1 4 1+03+0+03+1 4 1404+0+04+1 4' • 3S-14-Y, 12298.15.558 1,C2+04C2+1 2 1+C2+0+02+1 2 1+C2+0+02+1 3 1+C3+0+03+1 4 1+C3+0+C3+1 4 1+C3+0+03+1 4 B3' - Custom 11.391-12.016 1+02+0+C2+1 2 1+02+0+02+1 2 1+C3+0+03+1 3 1+03+0+03+1 4 1+C4+0+04+1 4 1+04+0+01+1 4 Miam-Dad roduct Control 52-1/8' 34-34-34 12017-13.397 1+02+0+02+1 2 1+02+0+02+1 2 1+03+0+03+1 3 1+03+0+03+1 4 1+04+0+04+1 4 1+04+0+C4+1 4 36-'4-'/, 13.398-17.018 1+C2+0+02+1 2 1+C2+0+02+1 2 1+03+0+03+1 3 1+03+0+03+1 4 1+C4+0404+1 4 1+04+0+C4+1 4 m ADDED NOTE TO ANCHOR Custom 11.391-13.397 1+02+2+C2+1 2 1+02+2+02+1 2 1+C2+2+C2+1 3 1+C3+2+03+1 4 1+03+2+03+1 4 1+C4+2+04+1 4 QTY.TABLES. m 60- 344-34-Y+ 13.308-16.38C Not Allowed 1+02+1+C2+1 2 1+C2+2+02+1 2 1+02+2+C2+1 3 1+C3+2+03+1 4 1+03+2+03+1 4 1+04+2+04+1 4 . )e-Y-y 15.361-19.841 1+02+0+02+1 2 1+02+0+02+1 2 1+C3+O+03+1 3 1+C4+0+04+1 4 1+04+0+04+1 4 1+C5+0+05+1 4 C. to U m ECustom 11.391-13.397 • 1+C2+2+C2+1 2 1+02+3+02+1 2 1+02+3+02+1 3'1+03+3+03+1 4 1+04+3+04+1 4 1+043)-C4+10 A+1 4 to .m 75" )e-);-): 13.398-18.110 1+02+2+02+1 2 1+C2+2+02+1 2 1+02+3*02+1 3 1+03+3+03+1 4 1+04+3+01+1 4 1+04+3+04+1 4 w '/e-Y-Y. 19.111-24.641 1+02+0+C2+1 2 1+03+0+03+1 2 1+C3+O+03+1 3 404+0+04*1 4 1+C5+0+05+1 4 1+05+O+05+1 4 W N O 00 0uotom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C3+4+03+1 4 4-C4+4-104+1 4 1+C4+4+C4+1 4 1Y _ 66' Y-Ya% 404+4+04+119.398.24.360 1+02+3+02+1 2 1*C2+3+C2+1 2 1+C2+3+02+1 3 1+04+4+C4+1 4 04+4*04+1 4 1+C4+3+04+1 4- }., z e1°0 a' to )5-Y.-Y. 24.361-31.641 1+02+2+C2*1 2 2+02+2+C2+2 2 2+02+2+02+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 1+04+2+04+1 4 (D re 6¢ •-7 tY • 120" 34-Ya-142+04+4+04229.641-32.515 2+02+3+02+2 2 2+02+3+02+2 2 2+02+3+02+2 3 2+04+4+04+2 4 2+C4+4+ +2 4 2+04+3+04+2 4 .t g o r`g LM 3 -34-Y 32.516-39.641 2+02+2+02+2 2 2*02+3+02+2 2 2+02+3+02+2 3 2+01+3401+2 4 2+04+3+0402 4 2+04+3+04+2 4 Z C4 u_ o C7 Q '4 140' Custom +. -39.641 2+02+3+C2+2 2 2+02+3+02+2 2 2+02+3+02+2 3 2*C4+4+C4+2 4 2+04+4+ +2 4 2+C41-3+C4+2 4 I Dl'. 0't 2 Anchor Group B Anchor Group D W-CO =< W 'ow z- c 35-114" -�-a 11.391-11.391 1+C2+0+02+1 2 1+C2*0+02+1 2 1+C2+0+C2+1 3 1*C2+0*C2+1 4 1+02+0+02+1 4 1+02+0+C2+1 4 1+02+0+02+1 2 1+02+0+02+1 2 1+C2+WC2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+02+6+02+1 4 F W U) J 0Co 311 15-3;-Y 12308-12.308 1+02+0+02+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+02+0+:2+1 4 1+02+0+02+1 4 1+03+0+03+1 4 1+02+0+02+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+C2+0+02+1 4 1+02+0+02+1 4 1+C3*0*-C3+1 4 p Z ovi o0 I ),-34-''/e 11.391-13.397 402+0+02+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+C3+0+03+1 4 1+03+0+03+1 4 1+04+0+04+1 4 1+02+0+02+1 2 1+C2+0+02+1 2 1+02+0+02+1 3 1+03+0+03+1 4 1+03+0+03+1 4 1+04+0+04+1 4 U W IL 45-1/6" J 0 Ye-Y.-% 12398-14.663 1+02+0+01+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+03+0+03+1 4 1+03+0+03+1 4 1+03+0+03+1 4 1+02+0+02+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+03*0+03+1 4 1+03+0+03+1 4 1+03+0+03+1 4 J co 47-314' 34-X-3; 11.391-12297 1+02+14C2+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+03+0+03+1 4 1+C3+0*03+1 4 1+04+0+04+1 4 11.C2+0+02+1 2 402+0+02+1 2 1+C2+0402+1 3 1+03+0+03+1 4 1+03+0+03+1 4 1+01+0+G+1 4 'A )--' O r Y-34-Y 12298-15.558 1+02+0+02+1 2 1+02+0+02+1 2 1+02+0402*1 3 1+03+0+03+1 4 1+03+0+03+1 4 1+03+0+C3+1 4 1+02+0+02+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+03+0+03+1 4 1+03+0+03+1 4 1+03+0+03+1 4 49 61 Z Q' 18045 CQ Custom 11.391-12.018 1+02+0+02+1 2 1+02+0+02+1 2 tap+0+03+1 3 1+03+0+03+1 4 1+04+0+04+1 4 1+04+0+04+1 4 1+C2+0*C2+1 2 1+C2+0+C2+1 2 1+C3+0+03+1 3 1+C3+0+C3+1 4 1+04+0+04+1 4 1+04•+0+04+1 4 - IN v J 62-1/8" 34-34-'/* 12017-13.397 1+02+0+02+1 2 1+02+0+02+1 2 t+03+0403+1 3 1403+0+03+1 4 1+C4+0+04+1 4 1+04+0+04+1 4 1+02+0+02+1 2 1*C2+0+02+1 2 1+C3+0+03+1 3 1+03+0+0341 4 1+04+0+04+1 4 1+04+0+04+1;T (� 0 i¢- Z § %/-Y 13.308.17.016 1+02+0+02+1 2 1+02+0+02+1 2 1+03+0+03+1 3 1+03+0+03+1 4 1+04+0+04+1 4 1+04*0+04+1 4 1+02+0+02+1 2 1+02+0+02+1 2 1+03+0+03+1 3 1+C3+0*03+1 4 1+04+0+04+1 4 1+C4+0+04+1 4 ¢ O Z 01005 custom 11.391-13.397 1+02+2+02+1 2 1+02+2+02+1 2 1+02+2+02+1 3 1103+2+C3+1 4 1+03+2+03+1 4 1+04+2+04+1 4 1+02+2*02+1 2 1+C2+2+02+1 2 1+C2+2+02+1 3 1+03+2+0311 4 1+C3+2+03+1 4 1+04+2+C4+1 4 o = N m 67' )S--34-'/e 13.396-15.360 1+02+2+02+1 2 1+02+2+02+1 2 1+02+2+02+1 3 1+03+2+03+1 4 1+03+2+03+1 4 1+04+2.04+1 4 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 3 1+03+1+03+1 4 1+0341+03+1 4 1*04+1+04+1 4 L . U 1.0 '/a-34-% 15.361-19.841 1+02+0+02+1 2 1+02+0+02+1 2 1+03+0+03+1 3 1+04+0+04+1 4 1+04+0+04+1 4 1+05+0+05+1 4 1+02+0+02+1 2 1+02+0+02+1 2 1+03+0+03+1 3 1+04+0+04+1 4 1+04+0+04*1 4 1405+0405+1 4 )W.1 Z O ECustom 11.391-13.397 1+02+3+02+1 2 1+02+3+02+1 2 1+02+3+02+1 3 1*03+3+03+1 4 1+04+3+04+1 4 1+04+3+04+1 4 1+02+2+02+1 2 1+02+2+02+1 2 1+02+3+02+1 3 1+03+3+03+1 4 1+04+3+04+1 4 1+04*3+04+1 4 Q Z 75' 1A-34-34 13.308-19.110 1+02+2+02+1 2 1+02+3+02+1 2 1402+3+02+1 3 1+03+3+03+1 4 1+C4+3+04+1 4 1+04+3+04+1 4 1+02+2+02+1 2 1+02+2+02+1 2 1+02+2+02+1 3 1+03+2+03+1 4 1+04+2+04+1 4 1+0.4+2+04+1 4 0111 '0000 001-08 Ys-14-Ys 10.111-24.841 1+02+0+02+1 2 1+03+0+03+1 2 1+03+0+03+1 3 1+01+0+04+1 4 1+05+0+05+1 4 1+05+0+05+1 4 1+02+0+02*1 2 1+03+0+03+1 2 1+03+0+03+1 3 1+04+0+04+1 4 1+05+0+05*1 4 1+05+0+05+1 4 \1111"'"iii//� Custom 17.641-10.397 1+02+3+C2+1 2 1+02+3+02+1 2 1+C2+4+02+1 3 1+03+4+03+1 4 1+04+4+04+1 4 1+04+4+04+1 4 1+02+3+02+1 2 1+03+3+02+1 2 1+C2+3+02+1 3 1+03+4+C3+1 4 1+01+4+04+1 4 1+04+3+04+1 4 \\\`'()NY LYN,��%/ 96" 34-1,4-14 19.398-24.360 1+02+3+02+1 2 1+02+3+02+1 2 1+02+4+02+1 3 1+04+4+04+1 4 1+04+4+04+1 4 1+01+3+04+1 4 1+02+2+02+1 2 1+02+3+02+1 2 1+02+3+02+1 3 1+04+3+01+1 4 1+04+3+04+1 4 1,04+3+01+1 4 1,10EN �\C� • SF�-.� � -34-3'. 24.361-31.641 2+02+2+02+2 2 2+02+3+02+2 2 2+02+3+02+2 3 2+04+3*01+2 4 2+04+3+04+2 4 1+04+2+04+1 4 1+02+2+02+1 2 1+02+2+02+1 2 1+02+2+02+1 3 1+04+2+04+1 4 1+04+2+04+1 4 1104+2+01+1 4 •,.11,3 • • 34-34-34 29.641-32.515 2+02+3+02+2 2 2+02+3+02+2 2 2+0244+02+2 3 2+01+4+04+2 4 2+04+4+0112 4 2+04+4+04+2 4 2+02+3+02+2 2 2+02+3+02+2 2 2+02+3+02+2 3 2+04*4+04+2 4 2+04+4+04+2 4 2+04+3+04+2 4 2 * No.58705 - 120' _ /} 71'_ I )i-Y-Y 32.516-39.641 2+02+3+02+2 212+02+3+02+2 2 2+02+3+02+2 3 2+01+4+04+2 4 2+04+4+04+2 4 2+04+3+04+2 4 2+02+2+02+2 2 24:2+3+02+2 2 2+02+3+02+2 3 2+04+3+04+2 4 2+04+3+04+2 4 2+04+2+04+2 4 (/t 140" Q1etom " -39.641 i 2+02+3+02+2 2 2+02+3+02+2 2 2+02+4002+2 3 2+04+4+04+2 4 2+04+4+0+2 4 2+04+3+04+2 4 2+02+3+02+2 2 2+02+3+02+2 2 2+02+3+02+2 3 2+04+4+04+2 4 2+04+4+04+2 4 2+04+3+01+2 4 .A 3 3[ 1 2 :'�; l NOTES: SEE TABLE 16 FOR DESIGN PRESSURE .(1•.. FATE F �<C/ 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). ''(t`3n CORIOA--•' s' •...••• GLASS TYPES 10-12&14-16 "'MIN.SASH SIZE*WINDOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6A, '���S��NAL ENG`` 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 11 MAY NOT BE USED WITH 2 3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES. 1 r r I i 1 1311 J-CHANNEL OR INTEGRAL 4)'114-1/2-1/4"AND'1/3-113-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. (}t •FIN FRAMESIN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.a 58705 ' 1 1 . TABLE 28: Bill of Material 3.500" - - 3.500" - 3.500" - 3.500' # Part# I Description L Material1 -'11-- .062' ---�-+- .062" -��+--- .062• -��- .062' 1. f i_ . 2 6201212 Frame Head,Sill and Jambs-J-Channel PVC • �� 2 62012320122 Frame Head,Sill and Jambs-Flange PVC `(I 1 I n 3 Frame Head,Sill end Jambs-Fin PVC �!u�� 04 620124 Frame Head,Sill and Jambs-Equal Leg PVC 2.4as^ / 2.a45• 2.x45' 2.445'13 620172 Anti Lift Insert/Trim Cover PVC 111111111 , rill____-__i - 14 820131 Fixed Meeting Rail PVC 15 620158 Track Insert 6063 T6 Al �ril�� ._ a-_ ��--- 0 18 620129 Sash Rail(Sides,Top&Bottom) PVC 0 1 0 -l�Y IJ-75 17 620166 Monorail 8063 TB Al .625' J-CHANNEL .625• 9 FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 620156 Pull Rail Intertock 6063 TO Al 1.375 O FRAME HEAD,SILL O HEAD,SILL& 1.375' O HEAD,SILL& O HEAD,SILL& 20 620144 Pull Rail Interlock Cover PVC &JAMBS JAMBS JAMBS JAMBS 21 . 620150 Light Sash Reinforcement 6083 T8 Al - 22 __620151 _Standard Sash Reinforcement 6063 TO Al 1.872" -� 1,641" 23 620152 HD Sash Reinforcement - 6063 TO Al 24 620153 Standard Meeting Rail Reinforcement 6005 T5 Al I_ 1.507' ►{ �o -(--{ 1.43T F-+- 26 620154 HD Meeting Rail Reinforcement 6005 T5 Al I 1.630" f rll 1I TIy r 2.100" 1 (..- 2.176' I 28 620165 H.D.Hodz.Roller Meeting Rail Reinforcement 6005 T5 Al 772" .066" O o 1.020" 1.375" 1 �Irnrn+ rr__ _ + 27 710X114PPA #10 x 1-1/4"PH.PH SOS(Monorail Screw) 410 SS j .590" - + .a71"28 61644 Weatherstrip,.187"x.270"Fin Pile -I ,065• .060" -.{1-.- __ .070^ .050" J 29 61719 Weatherstrip,.187"x.220"Poly Pile -� 1231" �- - t000" �- _ ANTI-LIFT INSERT FIXED TRACK LIFT RAIL UFT RAIL i 30 #8%1'Ph.PH SOS(Interlock Mounting Screw) 410 SS 13 &TRIM COVER 14 MEETING RAIL 15 INSERT 16 SASH RAIL 19 INTERLOCK 20 INTERLOCK COVER• 31 78X312PPA #8 x 3.1/2'Ph.PH SMS(Fined Meeting Rail Screw) 410 SS 32 71669SP Meeting Rail Screw Support Plate 6063 T5 Al 33 720210 Weep Hole Cover PVC 1.3'0" .315• -«-( 1-'7 .070" 1.100• r�-1- 34 w 720187 Installation Screw Hole Plug PVC .864^ _ yI7� .060^ ' 37 720197 Auto Lock C Steel '� .750" .764" 11 `5 .715' p.._ •715"38 720199 Sweep Lock Cast Zinc ���� IT39 720196 Auto Lock Cover Assembly Cast Inc } .025 -�)- ,035^ -►-1--e-1- -.-I 1.185 .060' J 40 #6 x 1-1/8"Ph.FH SOS(Auto and Sweep Lock Screw) SS LAMI IG ROLLED6-.,,,EXTRUDED LIGHT SASH STANDARD 72 e0 7-1 22 SASH 41 720200 Auto and Sweep Lock Keeper Cast Zinc O BEADING O SCREEN FRAME SCREEN FRAME O REINFORCEMENT O REINFORCEMENT 42 76X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS 43 7812FPTX #8 x 1/2"FPH Tek(Reinforcement Screw) SS _ 480- _44 Leadstile Top Corner Key Nylon t�� 1.070" -�{I-•� 1 1,162" 1�- • 1 1.182" F--- 45 Leadstile Bottom Corner Key Nylon 1.184" I l 1 .070^ 1 I o " 46 Cocksure Top Comer Key Nylon = -070' I _1.036^ .791• II 1.041" 1.041" 1.229" 47 Lockstlle Bottom Comer Key Nylon '810" L_L j_ .130" y .164• L .074• 1�- .150• ""� 1.331" (�- 48 720204 Wheel Nylon t -►� 1.340" �-+- -�-I 1.340• 1►- 72 620135 Lami.I.G.Bead PVC HD SASH STANDARD HD MEETING HD HR MEETING PRODUCT REVISED 74 BeCkbeddin GE 7700 or Dow 791 Silicone 23 REINFORCEMENT 2a MEETING RAIL 25 RAIL 26 RAIL 17 MONORAIL as Complying with the Florida 9' REINFORCEMENT REINFORCEMENT REINFORCEMENT Building Code 75 71684/5 Setting Block(7/8"x 2'x 1/8"),85+/-5 dura. EPDM NOA-No. 17-0411.08 50 81011 Roil-formed Screen Alum ,vvr tI r r i r 1 i rrr,7 Revised By: Dote: Revision: Expiration Date 9/24/2020 81 61012 Extended Screen Frame Alum �\��ONY LY//N�i,,' • JR 03/27/17 NO CHANGES THIS SHEET. By 82 ScreeExtruded Screen Spreader Bar Alum VICENg• CMem roduct Cuntro 83 47042W Screen Corner Key with Pull Ring PVC : T.• '..13 ro,., Revised ey. Date: ReNaion: 84 47041 W/CKGLB Screen Comer Key No Pull Ring PVC =*. No.`58705 • -_ 85 7CASPM Tension Spring SS = * ,w DeecRp6on: Drown By: 86 61816C48 Screen Cloth Fiberglass -p 3 E / 1 WINDOW EXTRUSIONS&BOM J Drown Br KI 87 61635/61614. .140"Screen spline(Machine/Hand Rolled) Vinyl :�,n'.. ATE •d ��� 1070 TECHNOLOGY DRIVE fire: pate- V .'•..,ORIOP•.•' �: N.VENICE,FL 34276 NOTES: ';',,V6',...• �,,,6,/,,-••••'',..,...,‘L.9,,,� (e¢Pm oto�r�TrNcusmeEe.wa HORIZONTAL ROLLER-LM 05/15/15 A. NAL VV ALL MOMS RESERVED Sedes/AlodeL• Smite Sheet: Drawing No. Rev: 1)ITEMS#5.12,16,35,36,49-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, A.{1'1.1(4 NNLI!r'R,P.E. 2)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. p.s easro5 CERT.OFAIJTH.#29296 HR-5510 NTS 17 OF 18 MD-HR5510-01 B ....• `--„ TABLE29: ~ SASH ASSEMBLY • Egress Lock Bill of Material MITERED FRAME WITH DETAILS # PartA I Description i Materiel O INTERIOR AND EXTERIOR Q% FRAME WELDS CD 0 ® ■® 100, 7MC7024 MDltl•Point Lock Operator. Gast Zinc f 101 73340 Operator mountingPlate Steel ® I 102 72015 Multipoint Lock Keeper Aluminum ATTACHED 70 n 103 720214 Multipoint Lock Guide Nylon \ \ EXTERIOR `',- 104 220217-221 lie Bar(Length Varies) Stainless Steel ® SASH RAIL (� ;Al Y 105 71024X12HFX#10 x 12"HH MS Stainless Steel 0 �- 108 78X1FPAX #8 x 1"Ph.FH SMS Stainless Steel \\� I ®X4 I i/� I 107 78X/SFPTX #8x3/4"Ph.FH SDS Stainless Steel v '' ; 1 + ATTACHED TO \ ., 1;` • 0 FRAME JAMB Ill - 37 EGRESS DETAILS CK \\ • `I•, m 1NOT TO SCALE m Q oR ' � 1 0 ' ji � !I ` oP.nu`ro LOCK 0 ' �` i PRODUCT REVISED ', a 1,, O ATTACHED TO d as complying with the Florida 20 .Sr •OV1 rCD \ 3 Building Coe FRAME JAMB NOA-No. 77-0411.08 P • �d Expiration Onto 09/24/2020 f 0 By r Mlam a redact Control � }I � 11, CDOPT. \ I ® P." : 1�'- i r rtm ....., 0 .... ® ., I I. ATTACHED 70 tD i \ 0 OPT.SWEEP LOCK ' FRAME JAMB , l`` BO OR B1 \\ ® MITERED FRAME WITH O • 1 Ii VENICE,DFL 34275 INTERIOR AND PRAMS WELDS ERIOR I I C - (941)-480-1600 2.1 ',.., �Il111lrl/,� CERT.DF AUTH. X29296SCREEN .s.\� Y LyM //,/ Revised By: Date: Revision:ASSEMBLY \- ') • `` ;`N.S\`��'•• N4 '% JR 03/27/17 NO CHANGE9TH SSHEET. t•IGENS •.DETAILS � -' 'Qom• e "•.co Revised By. sate: Reviefon: 1\� .i 'yl.: No,58705 - ® ...'".....•,„-„114 ,, -0 - 1 .•' - Description: Drown By 63 ORO EXTERIOR FRAME STATE�� ��'•:• �; EXPLODED WINDOW VIEW J ROSOWSKI G? ASSEMBLY ` ;' • ��,w'., FATE F , tt,�: TIO': Date: t5- '=,•••,619,,,• ss•.��RIOP•,••G.C,'` HORIZONTAL ROLLER-LM 05/15/15 Noyes: DETAILS .� �, 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING+FOR CLARITY. �•�`A ,/L DNAL 11EN‘' 2)J•CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. �\ A.LYNN MILL�R,P.E. Series/Model: Scale: Sheet: Drawing No. Rev: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-B. P.E.If 50705 HR-5510 NTS 18 OF 18 MD-HR5510-01 B M IAM I-DADE MIAMI-DADE COUNTY Q�J(11 _ ' 3. PRODUCT CONTROL SECTION i DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: , This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(MU). 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 "PW-5520 Vinyl" PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 NOA#16-0629.12 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. 17-0614.09 rnaan•oageeouNTlr Expiration Date: April30,2020 rAPPROVE(3' `'" PApproval Date: October 26,2017 /01t7117 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0930.25) 2. Drawing No. MD-5520.0 titled"Vinyl Fixed Window NOA(LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and Y1'L-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0629.12) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 08/01/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 14-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). ---7/1p/R-U-P..0( /Manuel P• ez, 'iE. Product Control! xa: iner NOA No. 1 -161,619 Expiration Date: April 30,2020 Approval Date: October 26,2017 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 "SentryGlas®(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition(2014) and FBC 6th Edition(2017), dated August 29,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 14-0930.25) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0629.12) G. OTHERS 1. Notice of Acceptance No. 16-0629.12, issued to PGT Industries, Inc. for their Series "PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring on 04/30/20. Manuel . •z,P:E. Product Contraminer NOA No. 7-0614.09 Expiration Date: April 30,2020 - Approval Date: October 26,2017 E-2 GENERAL NOTES:SERIES 5520 IMPACT RATING DESIGN PRESSURE RATING IMPACT RESISTANT,VINYL FIXED WINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE IMPACT RESISTANT TABLES 4-13,SHEETS 6-10 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). MAX.BUCK WIDTH SEE TABLES 4-13 _� MAX.BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) —� 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS, MAX.O.C.SEE 1.25"MAX. FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ.THE OUTBOARD B,SEE 7 F I TABLES 4-13 1 r 6"MAX. D,SEE _ _..--I I� MAX.O.C.SEE TABLES 4-9 LITE(CAP)MUST TEMPERED. SHEET 3"IFSHEET 4 I FRODUCTRP.VISED FF� I as complying will)She F6mkin 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY I I I I 1 X. r— :T Building Cade APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE — Acceptnnae No 4'•{1 Q' SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER _ VISIBLE i VISIBLE Bxpirotion Date -�i)) �(j ANCHOR TYPE. LIGHT WIDTH MAX. • BUCK LIGHT WIDTH �' HEIGHT,SEE ___ __ BS• / ,�Caol[r14 I 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. r_ _ TABLES 4-13 MinnaDade Product l l 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD I / I (LONG OR (— BUCKS DEPICTED AS 2X ARE 1-12°THICK OR GREATER.IX AND 2X BUCKS(WHEN USED) i 1 SHORT SIDE) t / • ' JR-06/06/17-UPDATED SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK 1 VISIBLE VISIBLE ..ANCHORAGE TO FBC 2017. DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR A _ / LIGHT — A,SEE C • LIGHT C,SEE `o ARCHITECT OF RECORD,(AOR). HEIGHT SHEET 3 / HEIGHT SHEET 4 '"s 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR I MAX.BUCK STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION / ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER — — • HEIGHT,SEE I I' • I TABLES .9 RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX.O.C. • (LONG OR y m SCOPE OF THESE INSTRUCTIONS. SEE TABLES • I • SHORT SIDE) `r CO .nay 4-13 MAX.O.C. 6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT _ ` — SEE E ur m IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED TABLES ILO G + ❑ Q' Q LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS f I I i �I 4-9 / \ >- o-ffi alo0 O o IMPOSED ON THEM BY THE WINDOW. B -J 6•MAX --1 �+— D 1-- 1.25"MAX. I•.— 0 ~u ren 7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL Z 8 H ,o 0 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE,FRAME :•'71E u u" 0 2 ANALYSIS AND GLASS PER ASTM E1300. FLANGE FRAME(90°CORNERS) FRAME(90°CORNERS) I ui . UU c ® V) B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE TEST (ANCHORED THROUGH NAIL FIN) W— v0 o a rn aN PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 1'25"MAX. H W `C u °0 JM0 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 6"MAX --H I~ 7L e tu g O 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 6"MAX. ' •} o Z m (' a Q LI- CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE I MAX. Z ❑_ HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR O.C. J WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO MAX.O.C. MAX.O.C.SEE 3 W , CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE SEE TABLES •/ TABLES 4-9 • TABLES ® `$ O❑ 01 laay5 FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. <4-13/ 4-9 = v Z W Co 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.O.C. f § ~O Z CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / SEE TABLES / i- W Z aloa5 VISIBLE \\ VISIBLE 4-13 JURISDICTION. LIGHT LIGHT • L 0 X -1 0 HEIGHT LL N 10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA; / HEIGHT • MAX.BUCK u'iELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE& / w �' ZBRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGNMAX.BUCKHEIGHT,SEEU Z W SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL / - HEIGHT,SEE TABLES 4-9 5 C7 D- TABLES 4-9 (LONG OR awl 'asa0 s31/35 11)"PVB"_.690"TROSIFOL®PVB BY KURARAY AMERICA,INC. II VISIBLE (LONG OR VISIBLE • SHORT SIDE) // "SG'_.090"SENTRYGLAS®INTERLAYER BY KURARAY AMERICA,INC. 1 I LIGHT WIDTH SHORT SIDE) I LIGHT WIDTH 1111111 I t I/ // 1 yI I ,\\\•(LYNIy,��/,,,,, GENERAL NOTES 1 VISIBLE LIGHT FORMULAS 6 MAX'_ SII 1. II `sr.• •''110EN$F'•.�e1• ' ELEVATIONS 1 WIDTH:BUCK WIDTH-4-3/16" —0-I + 6"MAX. 1.25" j '-"1 IF MAX.O.C.SEE TABLES 4-9 —•-I I-+-- 1-25"MAX. =*: NO,56705 FRAME.GLASS&ANCHOR MAX.O.C. _ OPTIONS 2 HEIGHT:BUCK HEIGHT-4-3/16" SEE TABLES 4-13 MAX' ' MAX.BUCK WIDTH SEE TABLES 4-9 INSTALLATION,FLANGE& CODES/STANDARDS USED: MAX.BUCK WIDTH SEE TABLES 4-13 '" I Q' EQUAL LEG 3 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION -- (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) 9 INSTALLATION,INTEGRAL FIN& •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION TYP.EQUAL-LEG/BOX& • TYP.INTEGRAL FIN& ';',*,f 0,�'., sr F ` J-CHANNEL 4 •ASTM E1300-09 J-CHANNEL FRAME(CURVED OR %FS•''•CO.R1DP''•G�s� GLAZING DETAILS 5FLANGE FRAME(CURVED . S+ pl �. •ALUM NUMA NDS-2015 M FOR WOOD CONSTRUCTION ANGLED CORNERS) i// "ONAL E O DESIGN PRESSURES 6-10 .ALUMINUM DESIGN MANUAL,ADM-2015 OR ANGLED CORNERS) /'//t I I I I I11`t BOM&ASSEMBLY 11 •AISI S100-12 (ANCHORED THROUGH NAIL FIN) - •AISC 360-10 A.LYNN MILLER,P,E. - P.E.#58705 TABLE 1: • Glass Table "A"=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: .---_I Description # •H"=HEAT STRENGTHENED Type "7"=TEMPERED ) 1 + .090"PVB Interlayer 4 = 7 7/8"Laminated I.G.:1/8"A Exterior Cap+7/16"Air Space 5/16"Laminated;(2)Utes of 1/8"A Glass with y PVB^ .oso'7RoslFOL® 0 0 8 7/8"Laminated I.G.:1/8"T Exterior Cap+7116"Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB interlayer 5 PVB BY KURARAY . OR 9 7/8"Laminated I.G.:3/16"A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interlayer 6 AMERICA,INC. BOX EQUAL p y SG"=.090"SENTRYGLAS® Q (-( 10 7/8"Laminated I.G.:3/16°T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites of 1/8°A Glass with.090"PVB Interlayer 6 INTERLAYER BY KURARAY FLANGE LEG 11 1"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+7/16"Laminated;(2)Liles of 3/16"A Glass with.090"PVB Interlayer 7 AMERICA,INC. 12 1"Laminated I.G.:3/16"A Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090"PVB Interlayer 8 oc c 13 1"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090"PVB Interlayer 9 14 1'Laminated I.G.:3/16"A Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090"SG Interlayer 10 ) 15 1"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Liles of 3/16"A Glass with.090"SG Interlayer 11 'GLASS TYPES 14 THROUGH 16 1"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+7/16"Laminated;(2)Lites of 3/16"H Glass with.090"SG Interlayer 12 17 MAY NOT BE USED WITH 0 0 J-CHANNEL OR INTEGRAL 17 1"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Liles of 3/16°H Glass with.090"SG Inter-layer 13 •FIN FRAMES. J-CHANNEL p-1Q INTEGRAL NRAL �p TABLE 2:ANCHORS INSTALLED THROUGH FRAME • r Group Anchor Substrate Min.Edge Min. "MIN.OF 3 THREADS -o� Distance Embedment' BEYOND THE METAL I J -- SUBSTRATE. #10 SMS P.T.SouthernPine(SG=0.55) 7/16" 1-318' (steel,18-8 S.S. Steel,A36" 3/8" 0.050" "UNGROUTED CMU" Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) VALUES MAY BE A or 410 S.S.) Aluminum,6063-T5' 3/8" 0.050" USED FOR GROUTED P.T.Southern Pine(SG=0.55) 7/16" 1-3/8" CMU APPLICATIONS. 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/8" Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" #12 SMS P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES Steel,A36' 3/8" 0.050" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6-10. (steel,18-8 S.S. Of 410 S.S.) Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) LONG LONG LONG SHORT B Aluminum,6063-T5' 3/8" 0.063" f- SIDE�I I- SIDE I I SIDE I -.-{ SIDE F-- 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8" T T • T 1 ® ®®RR ODUCTgwiihID 1/4"steel Cretellex P.T.Southern Pine(SG=0.55) 1" 13PR /B" r- as PRODUCT lw NMI* 1/4"steel A re Gator P.T.Southern Pine(SG=0.55) 1" 1-3/8" 09 °G a Acf3vcept s Codee N / 98x n xm x w ncceptauce No 1 ' (ol �' Concrete(min.2.85 ksi) 1" 1-3/4" y In rn : W PNpimn 5Date Y NIKP �e� 1/4"steel Ultracon i li 'I i ' 1 j -- C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" By{� �. • 7 LONG LONG LONG LONG LONG t7 t'�� Mi. Dade Produa! �` 1/4"steel Cretellex Concrete(min.3.35 ksi) 1" 1-3/4" I* SIDE_H- H- SIDE - I IH- SIDE -"-I fF SIDE -I {F SIDE -I J 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1-3/4" Tr- T r , T r T r -, i t Concrete(min.3.35 ksi) 2-1/2" 1-3/4" I- '`� I- �/ \'I r NO CHANGES THIS SHEET. 1/4"steel Cretellex o0 00 00 {� mw I I o0 / D Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 2W I 6i =y � =y y� _2 / _s, 9� a 1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 13/8" % " ., �T Grouted CMU,(ASTM C-90) 2" 2" 1 i_. '_ 1 1L-.-. .-J _L L_ J TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Min.Edge Min. �1t11Illlrrrr Group Anther Substrate '7 Distance Embedment' `.`� �NY•LYNiy 77, E 2-1/2"x.131•Common Nail P.T.Southern Pine(SG=.55) 3/8" 2-7/16" r, ,,,,,,, 1070 TECHNOLOGY DRIVE ,` r(`r,•'LICENSE 44, 2-1/2"Ring hank Roofing Nall P.T.Southern Pine(SG=.55) 318' 2-7/18" Mineral Min.FY Min.F. N.VENICE,FL 34275 ,tn�% (941)-480-1600 ^ No.58705 P.T.Southam Pine(SG=.55) 1/2" 13/8" Steel Screw 92 ksi 120 ksi , _\14:K • *= #10 Tnashead SMS 1&B Saew 60 ksi 95 ksi - Aluminum,6063-T5" 318" 0.050" ® COPYRIGHT 02017 PGT INDUSTRIES,INC. ' (steel,18-8 S.S. 410 Screw 90 ksi 110 ksi Steel Stud,Gr.33' 3/8" 0.0451"(18 Ga.) CERT.OF AUTH.#29296 ALL RIGHTS RESERVED ;'p } to- - of 410 S.S.) Elco AggraGatol® 57 ksi 96 ksi (1 F Steel,A36' 318" 0.050" - 'MIN.OF3 Elco UltraCon® 155 ksi 177 ksi = VINYL FIXED WINDOW NOA(LM&SM) 9/9/14 i��t`•• �(ORIDP,.•'••���` P.T.Southern Pine(SG=.55) 9/16" 1-3/8" THREADS 410 SS Elco CrdeRer® 127.4 ksi 189,7 ksi I- ! S ,-•-•••-• Gam` #1z SMS Aluminum,6063-T5" 3/8" 0.063" BEYOND 6063-75Auminum 16 ksi 22 ksi tt GLASS/ANCHORS/FRAME OPTIONS a m' J ROSOWSKI ���S� NAL EN�� (steel,18-8 S.S. Steel Stud,Cr.33' 3/8" 0.050" THE A38 Sled 38 ksi 58 ksf o o 7 0 i I 111 ` or 410 S.S.) METAL Gr.33 Sled Stud 33 651 45 ksi " - d A.LYNN MILLER,P.E. Steel,A36' 3/8" 0.050• SUBSTRATE. PW-5520 NTS .' 2 OF 11 o i MD-5520.0 K B P.E.#56705 . 1 • INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHORED THROUGH I EDGE DISTANCE114'MAX SHIM FRAME INTO 2X WOOD -__..—. 1/4"MAX. FRAME OR BUCKSTRIP. SHIM O SEE NOTE 2.THIS SHEET. i� EDGE I \ © EDGE FLANGE EMBEDMENT DISTANCE -I! I` JI 0 'r �r DISTANCE FRAME I F.mwmamil + J13 . i (L1 +%CIm in%eBU .' 1 SHOWN 1 1 1'THICK I.G. TYP.ANCHOR TYPE, rat L TYP.ANCHOR TYPE, 1 [ © 114"MAX. I I ` EMBEDMENT AND iii EMBEDMENT AND EDGE if "' SHIM EDGE DISTANCE PER DISTANCE PER i TYP.ANCHOR TYPE, SUBSTRATE, ] ` C SUBSTRATE,SEE O EMBEDMENT AND SEE TABLE 2,SHEET 2. L'-' r`ti"�: j�l r ) TABLE 2,SHEET 2. �l � EDGE DISTANCE PER ` i C �,�.°i SUBSTRATE,SEE , C� IL�l.,w'• © TABLE 2,SHEET 2. OoL 7/6•THICK I.G. ❑1 I \ w _ V FLANGE EXTERIOR VISIBLE LIGHT WIDTH O FRAME nn _ EQUAL- NOTES: SHOWN V LLFRAME 7J6"THICK I.G. BUCK WIDTH SHOWN 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADS APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 3,SHEET 2. PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN BUCK VISIBLE 1-1/2'THICK ARE TO BE CONSIDERED 1X 1/4'MAX LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF HEIGHT SHIM #10 OR#12 STEEL 1/4"MAX.SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD �A��/4 5MS(05),SEE BUCKS DEPICTED AS 2X ARE 1-112"THICK OR 0 TABLE 2,SHEET 2. ��/�. GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE d t1'A j'01;1.= PRODUCT REVIEW) DESIGNED TO PROPERLY TRANSFER LOADS TO THE Plying with tho.FPtl 5 S STRUCTURE.WOOD BUCK DESIGN AND „���I II Building Code INSTALLATION IS THE RESPONSIBILITY OF THE .1111111‘.10 "u�1('�p+�01l� Aeoynunce No/7'0•/ ENGINEER OR ARCHITECT OF RECORD. N A% I��1 . ratio/Witte A 2 �L11 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED % II� By i, V / 'TO AS DAYLIGHT OPENING)IS MEASURED FROMUU Miami ado Product1•THICK I.G. BEADING TO BEADING. FLANGEri EQUAL ' FRAME LEG/BO 40° I ..._ NO CHANGES THIS SHEET. SHOWNFr176, FRAMETYP.ANCHOR TYPE, ��� ! SHOWNEXTERIOR ' — EMBEDMENT AND O❑ EXTERIOR I_M , 0 � EDGE DISTANCE PER any R •��` —- SUBSTRATE,SEE O � `� TABLE z,SHEET z. INSTALLATION INSTALLATION EQUAL- I� OPTION 4 OPTION 4 LEG/BOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL .,0‘111/1,01, FRAME IR II 114•MAX.SHIM SHOWN 1 or7E-lr--1c—prte=I--f7 . �_ 1070 TECHNOLOGY DRIVE �```�`��N ENNN!1jj''.� N.VENICE;FL 34275 Q�• 4./ • (941)-480-1600 :' No.58705 • • ,• ° .. EMBEDMENT �® ,k.,...- _ COPYRIGHT®2017 PGT INDUSTRIES,INC. -�: p �;, + VISIBLE LIGHT FORMULAS CERT.OF AUTH.#20296 ALL RIGHTS RESERVED �13 C' l / (rC INSTALLATION HEIGHT:BUCK , ��,n'•,• STA Q �` OPTION 2 ° _ I HEIGHT:BUCK HEIGHT-4-3/16' VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 F 4Z ORIDI`..•'• + ANCHORED THROUGH EDGE DISTANCE +i is •••..... G`'`S FRAME DIRECTLY INTO o FLANGE&EQUAL-LEG/BOX FRAMES om J ROSOWSKI '",,S,,ONAL 1e?1`\ CONCRETE/CMU. VERTICAL SECTION B-B a E u A.LYNN MILLER,P.E. ',, PW-5520 NTS y 3 OF 11 o 99 MD-5520.0 ,r B p.E.#M58705 ILLER, INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 1/4"MAX.SHIM 1/4"MAX.SHIM —_ ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. Imo— EDGE DISTANCE ANCHORED THROUGH FRAME OR BUCKSTRIP.SEE — I/I I I INTEGRAL FIN INTO 2X WOOD b. EMBEDMENT I NOTE 2,THIS SHEET. SEE NOTE 2,THIS SHEET, FRAME OR BUCKSTRIP.SEE I 1L 1 , NOTE 2,THIS SHEET. 0 0 `� i �EDGE DISTANCE DISTDANCE ( `[ I Ia— rJ J-CHANNEL ��_�`m Ili r 1 - I 0 L I- FRAME — • 1 mmo") SHOWN �- I I �fio�F•>LL-•-��yy� 1"THICK I.G. [ t(it EMBEDMENT 4111 Pilo "1/4'MAX.SHIM TYP.ANCHOR TYPE, i r III_ 1EMBEDMENT ANDof�i1. 1 TYP.ANCHOR TYPE, EDGE DISTANCE PER— EMBEDMENT AND EDGE SUBSTRATE,SEE -- ��_ _ DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2, INTEGRAL TYP.ANCHOR TYPE, OSEE TABLE 3,SHEET 2. (SCREW SHOWN) ,JI J.J. ••�1 FIN EMBEDMENT AND EDGE I.I 1 © ,�, I—/ \ �� DISTANCE PER SUBSTRATE, (NAIL SHOWN) r—Ip_ , 7/8"THICK I.G. 0 FRAME SHOWN SEE TABLE 3,SHEET 2. J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH 0 (NAIL SHOWN) FRAME 7/8"THICK1.0. NOTES: SHOWN v • BUCK WIDTH 1)USE ONLY'SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2 8 3,SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY ' DADE APPROVED MULLION.FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS BUCK VISIBLE THAN 1-1/2"THICK ARE TO BE CONSIDERED IX %/// HEIGHT LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL HEIGHT t�--- IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. -- 1/4"MAX.SHIM #10 OR#12 STEEL1/4 MAX' WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK f SMS(GS), SHIM ' OR GREATER.1X AND 2X BUCKS(WHEN USED) TABLES 8SEE 3. //// SHALL BE DESIGNED TO PROPERLY TRANSFER // 7! l SHEET 2. Q '-i PRODUCT REVISED LOADS TO THE STRUCTURE.WOOD BUCK DESIGN %J l os complying with du Florida AND INSTALLATION IS THE RESPONSIBILITY OF i J Building Code �1,,ff THE ENGINEER OR ARCHITECT OF RECORD. /y ••••t;^•• Acceptance No i '0, 017, E.cpirnl'.n Date n...,, 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO j By J.4-..L.'.c ,, REFERRED TO AS DAYLIGHT OPENING)IS / I l �/ I Mix. 'IWO'oduct C. 1'THICK I.G. MEASURED FROM BEADING TO BEADING. ' / L / ,1 AN EMAP / [II •. FLANGE MAY BE / ,�; NO CHANGES THIS SHEET. �✓ I REMOVED IN-FIELD �•••• • INTEGRAL FIN C� EXTERIOR •"• K•r TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN[i o rI_ 0 C'L—� EXTERIOR ••' �/ �F- AND EDGE DISTANCE PER \J //// / ( 1 3 0 :ao��w u.` U U -- SUBSTRATE,SEE TABLE 3,SHEET 2. INSTALLATION OPTION 7 INSTALLATION OPTION 8 \r INTEGRAL (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, FIN INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2. `\��\ON 1 ILY//f /'FRAME '7'�i 1/4"MAX. a SHOWN o SHIM IpT 1070TECHNOLOGY DRIVE .` ,,A'•• � 44, .N-VENICE,FL 34275 ' .INSTALLATION EDGE (941)-480-1600 =* No.58755OPTION5 -- DISTANCE ® COPYRIGHIG 2017 PGT INDUSTRIES,INC — 9 , ' ANCHORED THROUGH INTO2X ;.�ii9w // �� I CERT.OF AUTH.#29296 ALL RIGHTS RESERVED 6 J s, INTEGRAL FIN INTO 2X d WOOD FRAME OR �- VISIBLE LIGHT FORMULAS ---,NJ • E TE F BUCKSTRIP.SEE NOTE 2, WIDTH:BUCK WIDTH-4-3116" � VINYL FIXED WINDOW NOA(LM&SM) & 9/9/14 '�� '�<ORIDP•,.•'•\��� THIS SHEET. I- EMBEDMENT HEIGHT:BUCK HEIGHT-4-3/16" d ;SS G,� A J-CHANNEL&INTEGRAL FIN FRAMES ed,' J ROSOWSKI '��,. l'' VERTICAL SECTION D-D t o PW-5520 NTS 2 4 OF 11 FA MD-5520.0 B A.LYNN MILLER,P.E. P.E.#68705 7/8"NOM, 718"NOM. r- -1 718"NOM. r_ -el 718"NOM. 1_— 5/16"A/A PVB Mil 5/16"NA PVB It 5/16"AIA PVB • 5/16"NA PVB Ell7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 1� 3/8"AIR SPACE 1111 PRODUCT REVISED 1!6"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS n:complying with the Floret Building Code Acceptance No -0-/4.o a EXTERIOR11111 a EXTERIOR a EXTERIOR a EXTERIOR Expiration Dare •IR!, 1, ® 1�/ ® 1042 CD .� � .- Adinm'Gade Product CmlUii GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 NO CHANGES THIS SHEET. p r+— 1'NOM. -- 1 � 1"NOM. r- 1"NOM. -1 1•NOM. Lu > rn nm 7/16"NA PVB ill 7/16"NA PVB EMI 7/16"NA PVB • 7/16"NA SG • rn w o 'a rn o 0 7/16"AIR SPACE 3/8"AIR SPACE—III 3/8"AIR SPACE 3/8"AIR SPACE >- r ar00 p o N 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 3/16"A GLASS o A g. v'i G]EXTERIOR ww a EXTERIOR a EXTERIOR a EXTERIOR Z LL ° r-I- .40 0 ® 1�/ n .=' � skill .=/ W U 0 c10 HS sMa I•w 0< rn N o› r -1 oN GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 o z ° 8 a o o z II) g 0 Iaays a. M c4 Z ..J 0, „Nom. 1„NOM. -�{ 1'NOM. -►{ ( _ 0 Q Z I I <- /� Miami Dade Product Cortex9 a U1 ❑ 0IO0S 7/16"AIA SG •� 7/16"H/H SG •�migl 7/16"H/H SG EXTERIOR \ LO re J nZ� 3/8"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE \ 112^NOM.GLASS •L in „ Z J LO 3/16"T GLASS 1/8"T GLASS 3/16"T GLASS ` t c BITE TYP. 5 Ur °- <=i EXTERIOR a EXTERIOR a EXTERIOR�� ® alyll '0500 saves O7 ,�,I J 1 `,t ilttlIIll,,,/ C8 \ / inri �.� ANY LYNN 411) .�/ � A 1 '0-8> - •X 0 ;s A\\(..••.. 4, , .S \ -0 . Q�. UCENSF•.,l�F GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 ....7,,,, -* No.58705 ,a, • *_ :.oar =v = • • ' F%.. ST TE �;•4�7 "A"=ANNEALED •° " '. "H"=HEAT STRENGTHENED GLASS TYPES 14 THROUGHq`s•.•!c(ORIOP•'.A..•.. .‘ "T"=TEMPERED 17 MAY NOT BE USED WITH /� `sEG`` "PVB"=.090"TROSIFOL® J-CHANNEL OR INTEGRAL TYP.GLAZING DETAIL ,/ PVB BY KURARAY AMERICA,INC. . •FIN FRAMES '/ONAL I,,Itlillttl� 'SG"=.090'SENTRYGLAS® A.LYNN MILLER,P.E. INTERLAYER BY KURARAY AMERICA,INC. P.E.1158705 TABLE 4: Window Design Pressure,(+/-psf) Use this table for Glass 7 1/8"A Cap-Airspace-5/16"A/A with PVB type: Window Long Side(In) TABLE DIMENSIONS MAY BE Dimensions 51.05 I 54 I 56 I 58 1 62 I 64 I 68 I 72 I 76 1 80 I 84 I 87 ORIENTED VERTICALLY OR1- 18 +/-50 +1-50 +/-50 +1-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +1-50 +1-50 HORIZONTALLY AS SHOWN. 20 41-50 +/-50 +1-50 +1-50 +/-50 +1-50 +/-50 41-50 +1-50 +/-50 +/-50 +1-50 LONG SIDE PRODUCT RaV1Rama)oscompiyin6withtlsal7rrk4a; 22 4/-50 +/-50 41-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +1-50 +!-50 1•� LONG SIDE �' lleiidin6 Cate 24 +1-50 +/-50 +1-50 +/-50 +/-50 +/-50 4/-50 +/-50 +/-50 +1-50 +/-50 +1-50 AtuPtaoo T� `\ F.xpiratbn Dare 26 _ +/-50 +/-50 +/-50 +1-50 +/-50 +I-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 SHORT 6� - 26 +J-50 +/•50 +/-50 +l50 +/50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +l-50 SIDE P \ B>'- SHORT I _ ',Aim(Dodo Pro4uci:Coifcel8 30 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/yr0 +/-59 ii -I f L SIDE m 32 +1-50 +/-50 +/-50 +1-50 +/-60 +/-50 +/-50 +/-50 +1-50 +/-50 NO CHANGES THIS SHEET. v rn 34 +1-50 +1-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 t +! 36 +1-50 -50 +/-50 +/-50 +/-50 +/-50 +/-50 +15 H.---0 LONG SIDE co 38 +1-50 +1-50 +150 +/-50 +1-50 +l-50 +1-601 —yl 1- •"s 1 40 +/-50 +1-50 +1-50 +1-50 +/-50 +/-50 42 +/-50 +I50 +/-50 +/-50 +/-50 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SHORT ,(� LONG THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 SIDE yJ" / SIDE 44 +/-50 +/-50 +/-50 +1-50 - y z m APPLIES TO A,B,C ORD ANCHORS APPLIES TOE ORF ANCHORS _L_ ...av 46 +J-50 +/-50 +/{0 of T (SEE TABLE 2) (SEE TABLE 3) w O 48 +/-50 +/-50 15" 4" rn o 8 o 51.05 +/-50 C9 N z N°O O N I SHORT O m �1 SIDE 0 J O 2r'2 e 0 ELL o:z o coaO m LL a TABLE 5: 000 ®_ oN Window Design Pressure,(+l-psf) Use INstable F-W "T C` CO DMO_ for Glass 1/8"T Cap-Airspace-5/16"A/A with PVB Type: 8 Z gm < I-- Window Long Side(In) u O IA IL, O Dimensions 60.926 I 64 1_ 66 .. 68 __ ,_70., J .,. 74 I 77 ( 80 84 ] 87 ] 92 � _. 97 ] 99 Z < 32 +/-60 +/-50 +1-50 4/--50 +1-50 4/-50 +/-60 +/-60 +/-50 +/50 +1-60 +1-50 +/-50 I- 34 +/-50 +1-50 +/-50 +/-50 +/50 +/-50 +1-50 +1-50 +1-50 +1-50 +/-50 +147.3 +/45.7 6/ o. Li lL Iaa4S so IN E Z J to 36 +/50 +1-50 +/-50 +/-50 +150 +/-50 +/-50 +/50 +/-50 +/-50 4/-47.5 +Id5.4 +/-44,6 CO I 38 +/-50 +/-50 +/50 +1-50 +150 +/-50 +/-50 +150 +1-60 +/-49.1 +/-46.1 +1-43.9Z W 0 aloos 40 +/50 +/-50 +1-50 +/-50 +1-50 +/-50 +/-50 +1-50 +1-50 +/-48.2 +145.1 a X d p 42 +/50 +1-50 +/-50 +/5O +/50 +/-50 4/-50 +150 +/-49.8 +/-47.4 - \ of LL LO C.. 44 4/-50 +/-50 +1-50 +/-50 +/50 +1-50 +/-50 +/50 +/-48.9 1 • w (0 � to 46 +1-50 4/50 +1-60 +/-50 +/-50 +1-50 +/-50 +/-49.9 O 5 o 11.1 a o 48 4/-50 +/50 +/-50 +/-50 +/50 +1-50 +/-50 owl .0000 soups CI) 50 +/50 +/-50 +1-50 +/-50 +/50 +/-50 - 52 +/50 +/-50 +/-50 +1-50 +/50 MAX.O.C.SPACING IF ANCHORING MAX,O.C.SPACING IF ANCHORING .\`'tN�tLYNN ''0 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 ,` O .1� 54 +150 +/-50 +1-50 +/-50 NOTES: ., '.V CEN Mit' APPLIES TO A,B,C OR D ANCHORS APPLIES TO E OR F ANCHORS 1)BUCK DIMENSIONS SHOWN. , +,.' L1 S6- •,.� 66 +/d0 +/-60 +1-50 (SEE TABLE 2) (SEE TABLE 3) Q,•• •••� 68 +/-50 +/-50 2)FOR SIZES NOT SHOWN,ROUND UP TO THE *: No.58705 15" 35'FOR E ANCHORS,4"FOR F ANCHORS I NEXT AVAILABLE SHORT OR LONG DIMENSION. - ' *- - 60.926 +1-50 f _ 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 73•'. EJ C� :' FIND THE SMALLEST SQUARE WINDOW SIZE IN %O STA E F (U` THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL moi. •.' WINDOW WILL COMPLETELY FIT WITHIN• i s •- ••-• l`� �///"ONAL LrN\` A.LYNN MILLER,P.E. - P.E.H 58705 • • TABLE 6: Window Design Pressure,(+!-psf) Use'Ns table • 3/16"A Cap-Airspace-5/16"A/A with PVB ler Gass 9&10 Types: 3/16"T Cap-Airspace-5/16"A!A with PVB TABLE DIMENSIONS MAY BE Window Long Side(in) ORIENTED VERTICALLY OR Dimensions 60926 64 66 68 70 74 77 80 84 87 _ 92 97 L 99 HORIZONTALLY AS SHOWN. 32 +1-50 +/-50 +/-50 +/-50 +/-50 +1-50 +150 +1-50 +/-50 +/-50 +1-50 +1.50 +1-50 LONG PRODUCT REVISED SIDE as complying with the 1151*0n 34 +/-50 +1-50 +/-50 +/-50 +/-60 +/-50 +/50 +/-50 +/-50 +/-50 +/-50 +/•50 +/50 F.— LONG SIDE --,o- Building Coda 36 +150 +/-50 +/-50 +1-60 +/-50 +1-50 +/-50 +/-50 +1-50 +/-50 +/-50 +1-50 +1-50 -�— Accrplunoallot '0%t4 �q 38 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +1.60 +1-50 +1-50 +/-50 . +1-50 Expiration Date r'f73L�1! /Z07O SHORT ST /�, ''s, .Li 40 +/SO +/-60 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +1-50 +/-50 +1-50 SIDE rsf, iDa,toPtedlse lel s. 42 +150 +1-50 +1-50 +/-50 +1-50 +/-50 +1-50 +/-50 +/-50 +/-50 SSIDET • 44 +150 +/-50 +/-50 +/-50 +/-50 +1-50 +150 +1-50 +/-50 NO CHANGES THIS SHEET. 65 48 +1-50 +/-50 +/-50 +/-50 +/-50 +/-53 +/-50 +/-50 48 +/50 +/-50 +/-50 +/-50 +1-50 +/-60 +1-60 I-.— LONG SIDE —►1 p N 50 +/50 +/-50 +/-50 +/-50 +/-50 +/-50 62 +/50 +/50 +/-50 +/-50 +1-50 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 64 +/-50 +/-50 +/-50 +/•50 THROUGH THE FRAME PER SHEET53&4 THROUGH THE INTEGRAL FIN PER SHEET SHORT LONG APPLIES TO A,B,C ORD ANCHORS APPLIES TO E OR F ANCHORS SIDE SIDE m 68 +/-50 +/-50 +/-50 (SEE TABLE 2) (SEETABLE 3) _t___ ; ? 7 ,. _I 68 +/-50 +/-50 15" 3.5"FOR E ANCHORS,4"FOR F ANCHORS p �o ° O o 60.928 +150 }n = aloa O o N -� SHORT - O = - SIDE I-- di J o a.. �g 0 Z9- S , - uw0 M TABLE 7: Window Design Pressure,(+!-psf) Use Ws table =ti 7 s" 0 Glass U o oa 1!8"TCap Airspace-7/16"A/Awith PVB tarTrpe 11 o W E. 0 GM) Window Long SIde on) Z m o _I U Diensions I 60.926 I 64 ( 68 I 88 I 70 I 74 I 77_ J_ 80 _,1 84 87 I . 92 I 97 I 99 N- U Q W a 32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 0 m O 34 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 • I- 36 N- 36 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 `& O UJ laa4S 38 +170 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 (iim B 1 Z 40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 _ § � Z42 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 < W LU alua5c 44 +1-70 +1-70 +l-70 +i-70 +/-70 +/-70 +/-70 +1-70 +/-70 - " X aD o c O Z Nin 46 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1.70 +1-70 . ix -/ C7 I o 48 +/-70 +/-70 +/-70 +/-70 41-70 +/-70 +/-70 O Z w a rn 50 ' +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 > 0 52 +/-70 +1-70 +/-70 +/-70 +/-70 MAX.D.0 SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING ap,l asap savoy 54 +/-70 41-70 +/-70 +/-70 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 ow ltltt/tr, 56 +1-70 +/-70 +/-70 APPUESTOS CORDANCHORS APPLII3l'OFANCHORS \�,\�0 •(Iiikv��,., (SEE TABLE2) (SEE TABLE 3) ; 58 +/-70 +/-70 NOTES: _ +..••' L\CENSF••• � 15.5" 4" 1)BUCK DIMENSIONS SHOWN. 60.926 +/-70 '� 2)FOR SIZES NOT SHOWN,ROUND UP TO THE _=*: NO.58705 _ NEXT AVAILABLE SHORT OR LONG DIMENSION. _ --� *_- . --D A. / q tom/ 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), -:-.73 '. T ( /T: �\ FIND THE SMALLEST SQUARE WINDOW SIZE IN %OT RA F THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL Ws'••-4 .•'.••• •....-• WINDOW WILL COMPLETELY FIT WITHIN. ."" X1,7 10NAL tel os A.LYNN MILLER,P.E. P.E.1/58705 • TABLE 8: - Window Design Pressure,(+l-psf) use this table tw Glass 12 3/16"A Cap-Airspace-7/16"A/A with PVB Types: Window Long Side(in) TABLE DIMENSIONS MAY BE DImenslons 69.649 71 73 75 78 80 85 L 86 I 89 L92 I 96 99 ORIENTED VERTICALLY OR 32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 1 +/-70 +/-70 HORIZONTALLY AS SHOWN. 1 34 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70- +/-70 +/-70 LONG PRODUCT REVISED 36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 SIDE ay co,nytyirg wIW tism Eiar$An H- LONG SIDE Rm1dD n Coat, i . .,, 38 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Arce lanae No 40 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Expiration Ode:A' :s 22 2t) 42 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-69.5 +/-66.7 SS DET By •�, -: Mis Dade Product 44 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +1-66,4 +/-63.7y _ SHORT 46 +/-70 +/-70 +/-70 +/-70 . +/-70 +/-70 +/-70 +/-70 +/-69.9 +1-67.4 +1.63.9 +1-61.7 J-_ �t SIDE NO CHANGES THIS SHEET. e 48 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-67.8 +1-65.3 +1-61.9 +/-59.7 B 50 +/-70 +/-70 +/-70 +/-70' +/-70 +/-70 +1-69.5 +/-68.5 +/-65.9 +/-63.4 +/-59.9y m 52 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-67.8 +/-66.9 +/-64.2 +1-61.6 1--*-- LONG SIDE -.+-1 , '> a to 54 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-66.2 +/-65.3 +/-62.6 56 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.2 .+/-64.7 +/-63.8 SHORT / LONG SIDE m 57 +/-70 +/-70 +/-70 +/-70 +/-69.8 +/-68.1 +/-64 ` /� SIDE u1 i v Y I 60 +/-70 +1-70 +/-70 +/-69.7 +/-67 +/-65.3 J___ W vi `� "'ry MAX.0.C.SPACING IF ANCHORING MAX.0.C.SPACING IE ANCHORING EC rn 62 +/-70 +1-70 +1-69.9 +/-67.9 +/-65.2 p O� O o THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 to 64 +/-70 +/-70 +1-68,3 +/-66.3 >-N. `3 ala0 0 o APPLIES TO B,C OR['ANCHORS APPUES TO F ANCHORS C9 N iw0_ N ' 66 +/-69.9 +/-68.9 +/-66.7 (SEETABLE2) (SEE 3) SHORT O Ar- ° 68 +/-68.4 +/-67.4 • Cl 15.5„ 4° SIDE OZ LL ° It. uMo�D Cl 69.649 +/-67.1 =LI 7- N° O lJ o 0,E TABLE 9: H Z 1 ( 0N0 Window Design Pressure,(+l-psf) Use this table o LU for Glass 73 N. • v g v O 3/16"TCap-Airspace-7116"A/A with PVB Type: z o a w Window LongSide(in) m OZZ Dimensions 69,649 71 73 75 78 80 85 86 89 92 96 99 F t° 32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 m O W IaasS 34 +/-70 +/-70 +1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70' +/-70 +/-70 +/-70rx 0 - E Z D 36 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Rip § 2 Z 38 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Q W W alua5 40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 L "- X n. o O LL z N 42 +/-70 +/-70 +/-70 +lao +/-70 +/-70 +/-70 +/ao +/ao +/-70 +/-70 +/-70 ly ,-I (9 ,� 44 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 to Q z Cl) a 46 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-68.6 E" 48 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.8 +I-66.3 aIIC •asap sapaS v 50 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-66.6 `L I L I I I I I I I/,r w• 52 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.5 `.���NY LYNN /,,, co-. 54 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.5 1)BU K DIMENSIONS SHOWN. - S-.'• L-10ENs€••11`O,.J 56 +/-70' +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 - No.58705 . 57 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 +1-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE - �'�'• NEXT AVAILABLE SHORT OR LONG DIMENSION. -_-__-o C ^� 60 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 --o :. q _ 62 +/-70 +/-70 +/-70 +/-70 +/-70 MAX.O.C.SPACING IF ANCHORING MAX.0.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), •-•,...91/4„.... �O'. S ` /7:.�Cr FIND THE SMALLEST SQUARE WINDOW SIZE IN AAATE F THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET ' T 64 +/-70 +/-70 +/-70 +/-70 APPLIES TO B,CORDANCHORS APPUES TOFANC1i0Rs THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL i(s.'•.•1 ORION..•' ��� 66 +/-70 +/-70 +/-70 (SEE TABLE 2) (SEE TABLE 3) WINDOW WILL COMPLETELY FIT WITHIN. i/,sc NG�� ONAL E I ` 68 +/-70 +/-70 15.5" .3.9" /'/I I I I t I I 1 • 69.649 +/-70A.LYNN MILLER,P.E. P.E.#58705 TABLE 10: Window Design Pressure,(+1-psf) Use this table t«Gins 14 3116"A Cap-Airspace-7116"A/A with SG Type: Window Long Side(In) -I Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 gg TABLE DIMENSIONS MAY BE LORIENTED VERTICALLY OR 32 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 HORIZONTALLY AS SHOWN. 34 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-109.4 +80/-108.3 +801-107.6 LONG PROM/CTHF.V1S5D ' 36 +801-110 +80/-110 +801-110 +80/-110 +80/-109.5 +80/-108.6 +80/-106.8 +80/-106.5 +80/-105.5 +80/-104.7 +80/-103.6 +80/-102.9 SIDE as complying with the Piteiln f~ LONG SIDE -s- /,� Pnitdm&Code 38 +80/-109.7 +80/-108,9 +801-107.8 +80/-106.8 +801-105.5 +80/-104.6 +80/-102.7 +80/-102.4 +801-101.4 +80/-100.5 +80/-99.4 +80/-98.7 �" Accepinnx No t I"OfotA0 '- 9 40 +801-106.3 +801-105.5 +80/-104.4 +80/-103.3 +80/-101,9 +801-101 +80/-99.1 +80/-98.7 +80/-97.7 +80/-96.8 +801-95.7 +80/-95 .1 Expiration Dale ref /021:1' ?b- SHORT 42 +80/-103.3 +801-102.5 +80/-101.3 +80/-100.2 +801-98.8 +80/-97.9 +801-95,8 +80/-95.5 +80/-94.5 +80/-93.5 +80/-92.4 +80/-90.7 By J( .„r G SIDE / tuliamiDads Product C ," ostume 44 +801-100,7 +80/-99.8 +80/-98.6 +80/-97.5 +60/-96 +80/-95 +80/-92.9 +80/-92.6 +80/-91.5 +801-90.4 +801-87.1 +80/-84.7 SHORT I 46 +80/-98.4 +80/-97.5 +80/-96.2 +80/-95 +80/-93.4 +80/-92.5 +801-90.3 +80/-89.9 +80/-88.1 +80/-85.5 +801-83.1 +80/-81.6 SIDE NO CHANGES THIS SHEET. G 48 +80/-96.3 +801-95.4 +80/-94.1 +801-92.9 +80/-91.2 +80/-90.2 +80/-88 +80/-87.6 +80/-84.6 +80/-82.6 +80/-80.2 +/-78.6 43 50 +80/-94.6 +801-93.6 +80/-92.2 +80/-90,9 +80/-89.2 +80/-88.2 +80/-85.4 +80/-84,5 +80/-82.4 +80/-80.2 +/-77.6 O co 52 +801-93 +80/-92 +80/.90.5 +801$9.2. +80/$7.4 +801-86.4 +801$3.3 +80/$2.5 +80/-80.2 +/-78 Fes- LONG SIDE -►{ '> I54 +80/-91.7 +80/-90.6 +80/-89.1 +80/-87.7 +80/.85,8 +80/-84.7 +801-81.3 +80/-80.4 +1-78.1 !T 1 &., 56 +80/-90.5 +80/-89.4 +60/-87.8 +80/-86.4 +801-84,4 +80/-83.2 +/-79.3 +/-78.6 SHORT / LONG SIDE SIDE 00 67 +80/-90 +80/-88.8 +80/-87.2 +80/$5.8 +80/-83.4 +801-82 +/-78.4 Y 60 +80/-87.2 +80/$6 +80/-84 +80/$26 +80/-80.1 +1-78.6 W ""a 62 +80/$4.6 +80/-83.8 +80/-82.1 +80/-80.4 +/-78 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING (Y 11 a THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 0 m8 rn 8 o 64 +80/-82.9 +80/-82 +80/-80.1 +/-78.4 )-r o a7c0 0 N APPLIES TO B,C ORD ANCHORS (.9 N K 68 +80/$1,1 +601$0.1 +/-78.3 (SEE TABLE2) NOTAPPUCABLE 'GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH SIDE SHORT O M 6` -) .968 '+1-79.3 +/-78.4 13,2^ f" o L A6 0 69.649 +/-77.7 J-CHANNEL OR INTEGRAL Z U- g,O r cocoa 0 FIN FRAMES. =al.- `�"3 TABLE 11: W Z cmo N Window Design Pressure,(+l-psf) Use this lade 15 0 Z • eN for Glass Kf 9M0 3/16"T Cap-Airspace-7/16"A/A with SG Typo o • rn Window Long Side(in) 8 QtL W Dimensions 77.76 J 79 J 81 83 86 87 I . 91 I 94 96 I 99 I 104 I 107 I 111 CO C O 36 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 0 W 70ay5 40 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-109.9 +80/-108.5 +80/-107.5 +80/-108.9 +80/-108.1 +80/-104.8 +80/-104.1 +80/-103.3 ,5 °s' 0 D' 42 +80/-110 +801-109.8 +801-108.8 +801-107.9 +80/-106.7 +801-106.3 +80/-104.8 +80/-103.8 +80/-103.2 +801-100.8 +801-97.7 +80/-96.4 +8W-94.8 E• 44 +80/-107.3 +801-106.7 +80/-105.7 +801-104.7 +80/-103.4 +80/-103 +80/-101.4 +50/-98.6 +80/-96.7 +80/-941 +80/-91.4 +80/-90,3 +80189.211 Z W Ce a7c'S 48 +80/-102 +801-101.3 +80/-100.3 +80/-99.2 +80/-97.3 +801-96.2 +801.92.5 +80/-90.4 +80/-89.2 +80/-87.3 +801.84.4 +80/-82.7 +80/-80.5` \ o X 0. N 50 +80/-99.8 +80/-89.1 +801-98 +80/-96.9 +80/-93.9 +80/-93.1 +801-89.9 +80/-87.7 +80/-88.2 +801.84.3 +80/•81.1 +/.79.3 +1-77 • - Z 51 +80/-98.8 +80/-96 +801.96.9 +801.95,8 +80/-828 +80/-92 +801-88,7 +80/$8.4 +80/45 +80/-828 +/-79.6 +1-77.7 +1-75.3 • e, Z - . 54 +80/-96.1 +80/-95.3 +801-94 +80/-92.1 +80/-89.4 +801-88.5 +80'-85.1 +80/-82.7 +801-81.1 +/-78.9 +/-75.3 +/-73.2 +/-70.6 5 o a- 0 58 +80/-94 +80/-93.2 +80/-91.6 +80/-90.1 +80/-87.2 +80/-86.3 +80'-82.8 +80/-80.2 +/-78.6 +/-76.3 +/-72.5 +/-70.5 81711 'sec sayac ' 58 +80/-91.4 +80/-90.6 +801-89 +80/-87.6 +60/-85.1 +801-84.2 +80/-80.6 +1-78 +/-78.3 +/-73.8 +/-70.2 - \\t t 1 I I I I I 1 I/// c 61 +80/-87.8 +80/-87 +801-85.3 +80/-83.6 +80/-81.2 +80/-80.5 +1-77.3 +/-74.6 +/-72.8 +/-70.4 N 63 +80/-85.5 +80/.84,6 +80/-828 +80/-81.1 +/-78.8 +/-78 +/-74.8 +/-72.3 +/-70.6 NOTES: �\\\��,Y'L N21/�,% 1)BUCK DIMENSIONS SHOWN. , .�}-• LICENSE �C( i 64 +80/-84.4 +8W-83.5 +80/-81.7 +/-80 +/-77.5 +1-78.6 +/-73.5 +1.71.2 ' 'i^..' ':F� 66 +801-82.2 +80/•81.2 +/-79.4 +/-77.6 +/-75 +/-74.2 +1-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE :*: No.58705 68 +/$0 +/-79.1 +1-71.2 +1-76.4 +/-727 +/-71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION. _ .a *• 70 +/-78 +/-77.1 +/-75 +/-73.2 +1-70.5 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), -�• �j /r; THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN ."Q • STA�F'�•'•1(/` 72 +/-76 +/-75 +/-73 +/-71.1 APPUES TO B,C ORD ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL i.�'•,•F( G�4'� 74 +/-74.1 +/-73 +/-71 WINDOW WILL COMPLETELY FIT WITHIN. /;�S/�ORION... (SEE TABLE 2) NOT APPLICABLE � 76 +/-72.2 +/-71.1 13.2" ,///1 NALItI, ,`' 77.76 +/-70.5 A.LYNN MILLER,P.E. • P.E.q 58705 • TABLE 12: Window Design Pressure,(+I psi Use toe Gloss TABLE TED VERTIS CALLY MAY R E for Glass 16 ORIENTED VERTICALLY OR 1/8"T Cap-Airspace-7/16"WH with SG Type: HORIZONTALLY AS SHOWN. Window Long Slde On) LONG Dlmenslons 60.926 I 64 1 66 . � 68 � 70 � 74 1 77 I 80 I 84 87 92 97 99 SIDE _ LONG SIDE 32 +601-110 +80/-11D +801-110 +80/-110 +80/•110 +80/110 +80/-110 +80010 +801.110 +80/-110 +801-110 +801-110 +80/-110 PROCWCL'REVISER 34 +80/-110 +80/-110 +801-110 +80/-110 +601-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 as complying with tlm Flurnte 38 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801.110 +80/-110 +801-110 +801-110 +801-110 SHORT P+uilding Cod. SIDE Acceptance No -0•]�09 38 +801-110 +800-110 +80/-110 +80/110 +801-110 +80!•110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +801.110 y SHORT Eapirntian Dote C;: �7,QQ,Z0� 40 +80/-110 +80/-110 +801-110 +80/.110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 J— SIDE 42 +801-110 +8W-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 Warn Jade Product CorRr, c i co 44 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 �_ _� rrA 46 +801-110 +80/-110 +801-110 +80/-110 +80/-110 460/-110 +80/-110 +80/-110 LONG SIDE NO CHANGES THIS SHEET. =• 48 +80L-110 +80/-110 +801-710 +80/-110 +801-110 +801-110 +80/-110 .. rn 50 +80/110 +80/-170 +8W-710 +80/-110 +801-170 +80/-110 SHORT LONG 52 +80,-110 +80/-110 +801-110 +801-110 +80/-110 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SIDE SIDE z 54 +801-170 +801-110 +800-110 +801-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 _t__ 56 +80/-110 +801-110 +80/-110 APPLIES TO 8,C OR D ANCHORS (SEE TABLE 2) NOT APPLICABLE Y m 58 +80/-110 +801-110 Wj y—` '�sa 11.8" GLASS TYPES I4 THROUGH w 60.926 +801-110 '17 MAY NOT BE USED WITH SHORT Q J-CHANNEL OR INTEGRAL SIDE rn Oo o •FIN FRAMES. > o 0100 O N TABLE 13: • ON W CC Window Design Pressure,(+/- s Use IhiS table i,,c to g p for Glass 17 O LL o a1" uM0 3116"T Cap-Airspace-7116"H1H with SG Type: Z U.10 o E _ a D' - Window Lor Side(In) 0 0 ®� '0N Dlmenslons 9 77.76 L 79 81 1 83 I 86 I 87 91 I 94 j 96 99 j 104 107 I 111 118 1 120 125 I 136 144 I—Z ci ,,a now 36 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +60/-110 +80/-110 +801-110 +80/-110 +80/-110 or> au •40 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80%110 +80/-1101 +80'-110 o Z m o Q W LI 42 +80/-110 +801-110 +80/110 +60/-110 +80/-110 +60/-110 +80/-110 +801-110 +80/-110 +60/-110 +80/-110 +801-110 +801-110 - +80/-110 +80/-110 +80/-110 +801-110 - +801-110 0 —I 0 44 +80/-110 +80/-110 +801-110 +601-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +60/-110 +80/-110 • +80/-110 +80/-110 +801.110 • +60/-110 , Z 03 0 48 +801-110 +80/-110 +80/-110 +80'-110 +80/-110 +80/-110 +80/-110 +80/.110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-710 +80/-110 +801.110 ® N 00w 10a4S 50 +80/-110 +80/110 +80/-110 +80/-110 +80/-110 +80/-110 +80%110 +801-110 +801-170 +80/-110 +8d-110 +60/-110 +80/-110 +801-710 +80/-110 - M a Z lY 51 +80/-110 +80/-110 +80!170 +801.110 +80/470 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 - +80/-110 �� • § U) Z 54 +801-110 +801-110 +80/-170 +801-110 +801-110 +801.110 +80/-110 +801-110 +80!•110 +80/•110 +801-110 +80/•110 +80/-110 < 0 LU LU 0100E c se +80/110 +80010 +80/-110 +80/-110 +80/-110 +60/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 \ "O X D-Z N o '$ 68 to +80/•110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 . w Z 61 63 +80/-10 +80/-110 +80/-10 +801-10 +80/-110 +80-110 +80/ 10 +801-10 +80/-110 +60/-10 - O z w a +80/-110 +60/-110 +80/110 +8110 +801 +80- +80/- 10 +80/-10 +80/- 10 > 0 y - - 84 +80/-110 +80/110 +80/-110 +80'-110 +80/-110 +80/-110 +80/-110 +80/-110 - _ a/u 'sap'sagas 66 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 00,111I11,,1 68 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 ANN` NY LYN //,,� MAX.0.0 SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING ` C '. N 70 +801-110 +BO/-110 +80/-110 +801-110 +80/-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET �l�?'• L.\GENy� 'n����i 72 +80/-110 +80/-110 +80/-110 +80'-110 Q•: APP LI ES TO B,C ORD ANCHORS '•� 74 +801-110 +60/-110 +80010 ;*.. No.58705 — 76 +80/-110 +80/-110 (SEE TABLE 2) NOT APPLICABLE = _ 9 _-0 • 6M1-7- _ 77.76 +80/-110 ,•---• ,• +�O•. CrJ I�:••�' � ,, • �/. ,*s...-•t ORIDP,.••..÷.. NOTES:BUCK DIMENSIONS SHOWN. '///''°NAL LEN 0\\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER.P.E. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. - P.E.#58705 1.376' 3.500' — 3.500° - - 3.500' - - 3.500' IL.., 0 O r 0' .062" —«00° .062" --I�— .062" �— .062" — ►.,,� '� .355' _ _ 1 © .060" /� -� c� 1 rf--- OANCHOR COVER /�' 1.4183" 1.483' 1.483° 1.483' .864" 301' .625" II HID 0 o o o o O MENU LLLIII .625' ��Q� � T 1 376• O J-CHANNEL FRAME r FLANGE FRAME 1.375. O INTEGRAL FIN FRAME O4 EQUAL LEG/BOX FRAME 607/8"BEAD f I} �„ I+ ALUMINUM SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA .864" 175° `� STRUCTURAL 4,1, � BUTYLENE SILICONE 5/16"NOM. SEAL tc,- �I' 5/16"NOM. �� STRUCTURAL , 1 3/16"NOM. BUTYL a \ 1 ��, . POLYISOBUTYLEN 1/4"NOM. FOAM I SILICONE SEAL WITH DESICCANT r WITH '/ DESICCANT `, O 1"BEAD - ROLL-FORMED f DESICCANT FOAM STAINLESS STEEL EXT.GLASS / EXT.GLASS) EXT.GLASS , INT.GLASS EXT.GLASS Ai IP 1,11 INT.GLASS INT.GLASS INT.GLASS MITERED 1 I CORNERS WITH KODISPACESUPER DURASEAL® XL EDGE' INTERIOR AND BD 81 82 83 EXTERIOR 4SG TPS SPACER NXTTM SPACER SPACER WELDS T, TABLE 14: # L Part# I Description I Material •1ODUCI REVISED lorida 1 620117 J-channel Frame PVC ""'i geodeplying with the 614. n"nd�nsc�Ia� 1 Ofo74.04 2 620118 Flange Frame - PVC AfceptsoBeNo 7r , 3 620119 Integral Fin Frame PVC 6"�'n'ffOn Date �T 020 4 620120 Equal Leg/Box Frame PVC Man Dade•„..ox ' 5 620133 Anchor Corer PVC © 6 720136 7/8”Glazing Bead PVC NO CHANGES THIS SHEET. FRAME 7 720135 1"Glazing Bead PVC ASSEMBLY DETAILS O 74 Backbedding,GE 7700 or Dow 791 Silicone 78 1 71646N Setting Block(7/8"x 1"x 1/8"),85+/-5 duro. EPDM 1/ i EXTERIOR ‘,\ �`�1,IIsow(ILYI,,, ', ate`" 1070 TECHNOLOGY DRIVE `, . LICENSE l� r„,�_ N.VENICE,FL 34275 = 'T...' :�P 1) : (941)-480-1600 ;* No.58705 1)SOME PARTS NOT SHOWN FOR CLARITY. � -7 ---•- > �" Part# Description Material 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER ® COPYRIGHT©2017 PGT INDUSTRIES.INC. �^, / cr_ 80 Kommerling4SG TPS$ ecer$ stem FRAME TYPES APPLY. CERT.OF AUTH.#29296 ALL RIGHTS RESERVED T C`J f/ ` P y 3)ITEMS#8.73,75-77 8 79 ARE NOT USED AND ARE 0 ST TE F 81 Quanex Super Spacer nXT with Hot Melt Butyl See this NOT PART OF THIS APPROVAL. VINYL FIXED WINDOW NOA(LM&SM) g 9/9/14 F ''- <ORIOP•.•'G,=�` 82 Quanex Duraseal Spacer Sheet for 41 ENERERPVC CODEO BE LABELED FOR AAMA i ,��'/'1'1//mill''' ,ONAL EN Materials o,BOM&ASSEMBLY om J ROSOWSKI /iii l I I1111I 83 Cardinal XL Edge Spacer REFERENCE TEST REPORTS:FTL-8717,8968&6970 PW-5520 h NTS m 11 OF 11 o 1 MD-5520.0 z B A.LYNN MILLER,P.E. P.E.#58705 M IAM I-DADE MIAMI-DADE COUNTY um z PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-SH.5500-01 titled"Single Hung Window Installation- LM", sheets 1 through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 NOA#16-0714.03 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. 17-0630.05 MIAMIOADE COUNTY Expiration Date: July 30,2020 Approval Date: November 30,2017 f 1/20// Pagel PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SII5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer®NXT1 M spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and V1L-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.03) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Tmpact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory, Inc., Test:Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-1 9.05 0 Manuel ifp Product Contro iner NOA No. 17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(CONTINUED) 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 "SentryGlas®(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition(2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22, 2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and icing on 07/30/20. ! i Man Pere• PIE Product Con col E:•miner NOA No. 1 -0630J05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE EXAMPLE FOR 2B-1/B"MAX.O.C. P1-5/8" �� ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING f 54"MAX.BUCK WIDTH MAX.O.C. FOR ARCH-TOP VARIES PER REINFORCEMENT LARGE&SMALL MISSILE RADIUS-TOP - HEADER(SIM.FORALL HEADER(SIM. 12"MAX.FROMLEVEL,SEE SHEETS 6-7 IMPACT RESISTANT FORTYELLS)BANE SEAM -� 30' 12"MAX. _ WINDOW TYPES) WINDOW TYPES) '/1 B,SEE ___ MAX.0.0. ly' -�- 52-1/8"MAX.BUCK WIDTH SHEET 3 '---I ' f 1 I 10"MAX.FROM SEE SHEETS_ 1-1f4" A,SEE!'-'- --'T''1 12'MAX. 11 FRAME SEAM D,SEE __,� 8&9 B,SEE�._._- 30'MAX.O.C. SHEET 3$ FIXED VISIBLE 1 _-7__ _ 12'MAX. SHEET 4 SHEETS II i t-- I I LIGHT WIDTH 11 -I I of B,SEE�,_._��-30"MAX.O.C.-w-V�.-I-12"MAX. ° A,SEE r'- -' Il 12"MAX. FIXED SHEET 3 S i 1 SHEETS II L SHEET 1 / --+ EQUALLY j j VISIBLE -.-_r A,SEE r'_.__._.' -1 SPACED, LIGHT 17-718"MAX.O.C. SHEET3$ / 1r MAX. •I EQUALLY / - 17-7/8'MAX.O.C. ANCHORS PER / HEIGHT • SPACED 1 �. TABLES 0-11 EQUALLY r ANCHORS PER / / 91.78' SPACED SI4\ 17 718"MAX 0.C6.2. / 84" TABLES 9-11 MAX. ANCHORS PER p H 0 I O l / O I 1 BucK I 84" 1 BUCK TABLES 9-11 MAX • °• HEIGHT 1-- L I --'�— 1-- I - HEIGHT I I __ ' �- 10"MAX.O.C. BUCK AS SHOWN X ^ 10"MAX.O.C. BUCK HEIGHT X II i)./ 10'MAX.O.C. X O. -- t HEIGHT X I 4 (( MAX.) _- L._._._._ — / - /VISIBLE / 13-3/4"MAX.0.0, I- / 13-3/4"MAX.O.C. EQUALLY SASH 13.3/4"—Li MAX.O.C. EQUALLY _ _ EQUALLY SPACED SEE SPACED I �_ SPACEDL . ANCHORS PER I //y ANCHORS PER LIGHT - ANCHORS PER I / SHEETS / C / I TABLES I yI 1 .C TABLES 9-11 - - TABLES 9-11 HEIGHT - -1 A 8&9 I A 8- 'MAX. I ` ^,8-1/2'MAX I° I • 6-12"MAX. _ ;- NOANCHORSATSILL \ r`"�� _ IND ANCHORS AT SILL (a` / ' ,. _,J NO ANCHORS AT SILL 1 D�--- 1-1/4" - SEE SILL B�-+ 54"MAX.BUCK WIDTH —4 `SNOTCH HEET 3 ETA1 S B �J LIGSEE SILL WEEP- HT WIDTH •� NOTCH DETAILS,H VISIBLE SEE SILL WEEP- B 54"MAX.BUCK WIDTH -►��I NOTCHT 3 3 ETSEE SILL AILS, SHEET 4 P- NOTCH E AE S ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE-NAIL-FIN 75"HEIGHT SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS). GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES 1 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. ELEVATIONS 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS 2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEG/BOX 3 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 INSTALLATION,INTEGRAL FIN&J-CHANNEL...4 DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS 5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES 6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES 8-10 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES 11 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST 12-13 7)DESIGN PRESSURES; A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED; B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. .2014 FLORIDA BUILDING CODE(FBC),5TH EDITION . 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 •ASTM E1300-09 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 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI S100-12 as complying with the Florida 10)REFERENCES:TEST REPORTS FTL•7964&7966;ELCO ULTRACON NDA;ELCO CRETEFLEX NDA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER Accept g Code •RISC 360-10 / I, 0 C.SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM p6SIQN MA AL Accapian0n No oS 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \\\",- • ,' Revision: �w n Date M• O '2d2Z) ``�s��QNY LYN/y,��1,, UPDATED TO FBC 2017.-JR- B`' J�/" W'•' USER INSTRUCTIONS: ,• 1tCENgF !� ' r----"eMrami•adePeadaclCt' t,1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. - Q.'• '�'p�� 06/06/172)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. _�•: ND.587053)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = *• ' Description: Drawn By: OPENING FROMDIN TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW -"Q �r� I�1 ,(L- 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. . ([/: N.VENICE,FL 34275 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOWSUBSTRATE WILL MEET REQUIREMENTS FOR 0 S TE O Date: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. ' �•'•,R(ORIDP,.•••���� (8411-460-1600 Title: 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �',,Os, • °"'°- NG\\� COPYEJGRTORa17 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 /r/ NAL1 t\ PGT INDUSTRIES,INC. Sertee/Madel• Scale: Sheet: Drawing No. Rev: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LYNN'MYR,' ALL RIGHTS RESERVED INTEGRAL FIN OR EQUAL LEG/BOX). P.E.N 58705 CERT.OF AUTH.#29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 B TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Listed from Exterior to Interior) Design Pressure Types Options Contigs. Shapes Installation Options that may be used Type Table# Sheet# (see Fig B) (see Table 1) (see Fig A) (see Fig C)5 7/8"Laminated I.G.:1/8"A Exterior Cep+7116•Air Space+5/16'Laminated;(2)Liles of 1/8"A Glass with.090"PVB Interlayer 4,5 6 8 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5/16'Laminated;(2)Liles of 1/8"A Glass with.090^PVB Interloper 4,6 6 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 Equal-Ute, Square/Rect., 7 7/8"Laminated LG.:3/16"A Exterior Cap+3/8"Air Space+5116"Laminated;(2)Utes of 1/8'A Glass with.090'PVB Interlayer 4,6 6 Flange Through the frame ....into Concrete/CMU-sheet 3,option 2 pY (#2) 5-16 OriellProvtew Arch-Top& of the window"- -.-.through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 8 7/6"Laminated I.G.:3116'T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Utee of 1/8"A Glass with.090'PVB Interlayer 4,6 6 &Cottage Radius-Top 9 7/8'Laminated I.G.:1/8"A Exterior Cap+7/16"Air Space+5/16'Laminated;(2)Lltes of 1/8"H Glass with.090"SG Inledayer 7 7 ....into Metal-sheet 3,option 4 10 7/8"Laminated 1.13.:1/8"T Exterior Cap+7/16"Air Space+5/16'Laminated;(2)Litea of 1/8"H Glass with.090"SG Interlayer 7 7 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 Box/ Equal-Lite, Square/Rett:, Through the frame ....into Concrete/CMU-sheet 3,option 2 11 7/8"Laminated I.G.:3/18'A Exterior Cap+3/8"Air Space+5/16'Laminated;(2)Lites of 1/B"H Glass with.090"SG Interlayer 7 7 Equal-Leg 5-16 Orlel/Prodew Arch-Top& 12 7/B"Laminated I.G.:3/16"T Exterior Cup+3/8"Air Space+5/16"Laminated;(2)Liles of 1/8"H Glass with.090'SG Interlayer 7 ' 7 (#4) &Cottage Radius-Top of the window ....through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 13 7/8'Laminated I.G.:1/8"A Exterior Cep+5/16'Air Space+7/18'Laminated;(2)Utes of 3/16"A Glees with.080"SG Interlayer 8 7 ....Into Metal-sheet 3,option 4 14 7/8"Laminated I.G.:1/8"T Exterior Cap+5/16'Air Space+7/16"Laminated;(2)Lites of 3/18"A Glass with.090"SG Interlayer 8 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 Equal-Lite, Square/Rect.,integre/In ....Into Metal-sheet 4,option 7 15 7/8"Laminated I.G.:3/16'A Exterior Cap+1/4"Air Space+7/16'Laminated;(2)Utes of 3/16'A Glass with.090"SG Interlayer 7 7 .1-Channell 5-13 Oriel/Pe:Mew Arch-Top& 18 7/8"Laminated I.G.:3/18"T Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Liles of 3/18'A Glass with.090"SG Interlayer 7 7 (#1) &Cottage Radius-Top Through the frame -.into 2X Wood Freme/Buckstrlp-sheet 4,option 6 of the window ....into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ' GLASS TYPES 5,7,9,11.13 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 &15 MAY NOT BE USED IN Equal-lite, Square/Rect.,integral fin ....into Metal-sheet 4,option 7 Min.Edge Wm Integral Rn P Group Anchor Substrate • THE HVHZ ABOVE 30'. 5-8 Oriel/Prouew Arch-Top Distance Embedment (#3) &Cottage Radius-Top Through the frame ....into 2X Wood FramefBuckstdp-sheet 4,option 6 P.T.Southem Pine(60=0.55) 7/18" 1-3/8" of the window ,,.into Metal-sheet 4,option 8 #10 SMS Steel,A36" 3/8" 0.050' 'MIN.OF 3 (steel,18-8 S.S. THREADS Steel Stud,A653 Gr.33' 3/8" 0.0451'(18 Ga.) BEYOND THE FIGURE A FRAME CONFIGURATIONS FIGURE B:FRAME TYPES or410 S.S.) "A"=ANNEALED A Aluminum,6063-15' 3/8° 0.050' METAL "H"=HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) 7/16' 1-3/8" SUBSTRATE. ` ' O O ^r=TEMPERED IM 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/8" "PVB" I �/ I � L^� BYVKURARAY'AMERICA,o®O� Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" CMU"VALUES j/ ,14 P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" MAY BE USED -- ' • r--" "SG"_ .090"SENTRYGLAS® #12 SMS FOR GROUTED I, _ J-CHANNEL INTEGRAL FIN INTERLAYER BY KURARAY (steel,18-8 S.S. Steel,A36' 3/8" 0.050' CMU �j AMERICA,INC. Steel Stud,A853 Gr.33" 3/8" 0.0451"(18 Ga.) APPLICATIONS. %� O O I� or 410 S.S.) _ zt, B Aluminum,6063-16' 3/8" 0.063" — -"- 'll 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8" EQUAL-LITE ORIEL COTTAGE - fir- 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1" 13/8' FIGURE C:FRAME SHAPES HP 1 -a 1/4"steel Aggre-Gator P.T.Southern Pine(50=0.55) 1' 1-3/8" --.-1BUCK WIDTH) -.-(BUCK WIDTH-+---+I BUCK WIDTHI--.- FLANGE BOX OR EQUAL-LEG Concrete(min.2.85 ksi) 1" 1-3/4' -= I 1 '""- -i 1/4"steel Ultracon I C Ungrouted CMU,(ASTM G90) 2-1/2" 1-1/4" _ _ _ / \I Material Min.Fy Min.F, 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 1-3/4" 0 / O / I I- O 1 1 T Steel Screw 92 ksi 120 ksi 1/4"steel Ultracon Concrete(min.2.85 ksi} 2-1/2" 13/4" _ , _ 1 0 = 1- _ I- 18-8 Screw 60 kat 95 ksi 1/4"steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 1-3/4" x us ' i :w u I 410 Screw 90 ksi 110 ksi D Ungrouted CMU,(ASTM C-90) 2-1/2° 1-1/4" es , m - m I w m 1 // x Elco Aggre-Gator® 57 kat 96 ksi Concrete(min.3.275 kat) 1-1/2" 13/8" 11 1 1 + Elco UltraCon® 155 kat 177 ksi 1/4"steel Aggre-Gator Grouted CMU, C-90)ASTM 2" 2" 1 1-' 1 i'- . - L ( RECTANGULAR RADIUS-TOP ARCH-TOP 410 SS Else CreteFlex® 127.4 ksi 169.7 hal 8063-75 Aluminum 16 ksi 22 ksi TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 36 ksi 58 ksi PRODUCT REVISED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud 33 ksi 45 ksi as cnmplyin8 with the Florida Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. Fleildia�Code Group Anchor Substrate Acceplance No 7-O(p30,prj __ Distance Embedment ` y,t u l l u'I, Revision: x nt'n Dar y��'/1J E 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 3/8" 2.7/16" •‘‘.101•V‘LYNN ,'v' 2.112"Ring shank Roofing Nail P.T.Southern Pine(SG=.55) 3/8" 2-7/16" • 1��'1,1GEN-F M�.(,' 1).40.".'."41 ANCHORS RE-GROUPED. Myra Dade vradi;cl rxnwel P.T.Southern Pine(SG=.55) 1/2" 1-3/8" ; Q�.' -.P -JR-06/06/17 #10 Trusshead SMS _*: No.SB705 (steel,18-8 S.S. Aluminum,8083-T5' 318" 0.050" _ • Steel Stud,Gr.33" 3/8" 0.0451"(18 Ga.) .1. tleseripUon: Drown By: or 410 S.S.) _ F Steel,A36* 3/8" 0.050° _-p • 6 22 11'], - 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI 'MIN.OF 3 S TE O f'.•'•1.0 N.VENICE,FL 34276 , Date: P.T.Southern Pine(SG=.55) 9/16" 1-3/8" THREADS :�,n Title: #12 SMS •'•.F[OR1OP.•'• \_� (941)de0-1600 Aluminum,6063-T5' 3/8" 0,063" BEYOND •THE ,, , G�, SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18-8 S.S. Steel Stud,Gr.33' 3/8" 0.050" METAL '/1'7,40: �- COPYRIGHT 02817 or 410 S.S.) SUBSTRATE. /INA111"11 t1�t� woeifUr5�8ERNC. Series/Mode6 Soale: Sheet: Drawing No. Rev: Steel,Steel,A38" are" 0.050" A.LYr(/II11 R,P.E. ALL SH-5500 NTS 2 OF 13 MD-SH5500-01 B P.E.#58705 CERT.OF AUTH.#29296 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 F • I— EDGE DISTANCE EMBEDMENT SEE NOTE 2,THIS SHEET. ' ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD p - 1/4"MAX SHIM L.— FRAME OR BUCKSTRIP. i i 114"MAX SHIM —.--I � !! — SASH VISIBLE SEE NOTE 2,THIS SHEET. D EMBEDMENT / a EDGE EDGE �❑L .� 18 LIGHT WIDTH •� �y��7(](C' DISTANCE FLANGE FRAME DISTANCE 1 I /I SHOWN LJr •+i: L5 1 a J' o BALANCE r •••F.:1 r `tL_rc�n.��u�\e���u�ep. • (� ill—j TYPE VARIES I TYP.ANCHOR - l— �(� ❑ L114"MAX -'d' TYPE, SHIM TYP.ANCHOR TYPE, a • 0 WITH SASH �1 '••e /y WEIGHT 0 RI © DISTANCE PER SUBSTRATE, I� _ ���[ 0/• EMBEDMENT j EMBEDMENT AND LJ TYP.ANCHOR TYPE. EDGE t r AND EDGE ��� EMBEDMENT AND EDGE DISTANCE PER CO?Earl • EDGE SUBSTRATE,ER o'iSUBSTRATE, \ n( I�� SEE TABLE 2,SHEET 2. p V�� DISTANCE SEE TABLE 2, I'I �1I — SEE TABLE 2,SHEET 2. ' EXTERIOR SHEET 2. l� III��� III��� FIXED VISIBLE V O k " l FIXED m ®1 OPT.SASH TOP FLANGE 0� LIGHT WIDTH I EQUAL VISIBLE [��i LIFT RAIL FRAME © ILEG/BOX LIGHT '• _ NOTES: SHOWN BUCK WIDTFI ''''III FRAME FOR ALL WINDOWS: HEIGHT 1 ANCHOR @ 3.55" HORIZONTAL SECTION A-A SHOWN �_ , 0 ® 1FROM ANCHOR D AND AT 1)USE ONLY CENTER. SUBSTRATE-APPROPRIATE 6...,. ANCHORS LISTED ON TABLE 2, ,�;� ® FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND OVER 36"WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. �'�j �`l• EDGE DISTANCE LIMITS.ANY ® L 0r. iij ADD ADDITIONAL MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. :�!tlll_ SCREWS 16-3/8" INSTALLATION OPTION SHOWN MAY 000 35 FROM END. BE USED ON ANY SIDE OF THE 11)P,I �.i tI �IFOR WINDOWS WITH WINDOW. 1/4"MAX.BOTTOM LOCKS: SHIM #10 OR#12 STEEL 1/4"MAX.BUCK2 MASONRY ANCHORS MAY BE _'_' ' I:.31 ADD ADDITIONAL ) SELF-DRILLING �1 r SHIM HEIGHT 0 USED INTO WOOD AS PER TABLE 2, m SCREWS @ 8-3/8" SMS(G5),SEE �— FROM END. SHEET 2.ALL WOOD BUCKS LESS ` i❑r1 TABLE 2, 11141 iTHAN 1.1/2'THICK ARE TO BE ISHEET 2. SASH CONSIDERED 1X INSTALLATIONS.1X %� 7 EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF 104 . . HEIGHT SUBSTRATE.WOOD BUCKS LIGHT I UNIT IS INSTALLED DIRECTLY TO arc�wu.{, / • DEPICTED AS 2X ARE 1-1/2"THICK _ 0 USE EITHER OR GREATER.1X AND 2X BUCKS / IFiji �l /1 OPT. "sial LATCH OR (WHEN USED)SHALL BE DESIGNED L� 7 2 1" t fit I�:I BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE l' EQUAL / tril g�� INTERIOR0 I 'TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEG/BOX :S WEEP I�� LOCATION:6-5/8" DESIGN AND INSTALLATION IS THE SHOWN NowFRAME ' J IT NOTCHES AT.� .;"' ,,F��;�� FROM SASH END. RESPONSIBILITY OF THE ENGINEER ,J '_'� ��EACH END. I 1 �J OR ARCHITECT OF RECORD. EXTERIOR 0 tL� �— 1 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (� INSTALLATION 'I `, �0 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 PRODUCT REVISEDing ,th �y�;�� '�I I OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH � {/ 1/4"MAX SHIM BEADING TO BEADING. Building Code -1" �' i,7L EQUAL-LEG/BOX �� FRAME INTO METAL FRAME INTO METAL Acceptance ida� uu FRAME SHOWN =20( 10 `71111111111/7jS/ Revision: Ex hat' Dale 11 O wf LYNN .27"X 1.25" } .4...:.•••1,10EN,pF••.N(‘'...:::. T1 Kam'Dade Product o„01 NO ANCHORS Q- WEEPHOLE • REQUIRED IN VISIBLE LIGHT FORMULAS - '•� W/COVER @ 38 - No.58705 FLANGE OR -7k: 1 *,- EAC FROM - EQUAL-LEG WIDTH � = V EACH END. FRAME SILLS @SASH:BUCK WIDTH-6-1/2" --0'� / J - Description: Drawn By: , e @ FIXED UTE:BUCK WIDTH-4-3/8" �?t) % 6 117: 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI 0 •.• STATE OF • (V\ N.VENICE,FL 34275 Data: HEIGHT(EQUAL-LITE) '(�•'•.F<ORIDP•.••••• ••,"•:. (941)-4E0-1600 info: VERTICAL SECTION B-B BUCKHEIGHT/2-3'15/16" .,,iss,, •...... SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 /7771 s AL11111 POT INDUSTRIES,INC. Serie/Madel: Scale: Sheet: Drawing No. R. ALL RIDNIB RESERVED A.LYNN MILLER,P.E. SH-5500 NTS 3 OF 13 MD-SH5500-01 B ' P.EJI 58705 CERT.OF AUTH.#29298 • • • INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 • ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN • INSTALLATION OPTION 5 EMBEDMENT I WOOD FRAME ORRIP.SEE INTO 2X WOOD FRAME OR I.. EDGE DISTANCE ANCHORED THROUGH INTEGRAL EMBEDMENT NOTE 2,THISIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR �— D ' -� 1!4"MAX SHIM 0 1/4"MAX SHIM I\' BUCK-STRIP.SEE NOTE 2,THIS _—EDGE DISTANCE 1WI SHEET. T1`�� TYP.ANCHOR TYPE, SASH VISIBLE _ J-CHANNEL IiJ ` EMBEDMENT AND EDGE DOL, 0 LIGHTWIDTH 0 ,ta10C FRAME i DISTANCE PER SUBSTRATE. ._ I-: `� SHOWN —� SEE TABLE 2,SHEET 2. -" r.) II ` (SCREW SHOWN) 0 BALANCE }��• EMBEDMENT 1`=�=�' a i ansa n I ia�l � TYPE VRIES —�+� �0 11/4"MAX SHIM '7,110 O WITH SASH ��� TYP.ANCHOR TYPE, EDGE WEIGHT 0 r ''ill) EMBEDMENT AND EDGE DISTf cE ' �`O I DISTANCE PER SUBSTRATE, Ill Ir110:- ®'I' I r )I 1.1 ��O SEE TABLE 3,SHEET 2. EXTERIOR TYP.ANCHOR TYPE, }11 (NAIL SHOWN) 87 A----A EMBEDMENT AND EDGE Cnj INTFGRAL •� T l FIXED VISIBLE 0 FIN DISTANCE PER SUBSTRATE, FIXED m 20 OPT.SASH TOP —^^ll LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE \ J LIFT RAIL J-CHANNEL O SHOWN (NAIL SHOWN) FRAME LIGHT r4 FOR ALL WINDOWS: NOTES: SHOWN HEIGHT 1 ANCHOR @ 3.55" 1)USE ONLY BUCK WIDTH L_ ' 0 ® FROMENDANDAT HORIZONTAL SECTION C-C III _ CENTER. SUBSTRATE-APPROPRIATE • FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 �� IIDfr.° ' OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. I OVER 36"WIDE: 1/4'MAX. _m ( • �r ADD ADDITIONALSCREWS AND EDGE DISTANCE LIMITS.ANY SHIM r- MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. . w ,r�•� lI17 000 35 FROM END.16-318' BE USED ON ANY SIDE OFINSTALLATION OPTION THE MAY _�_�� BUCK .o 1,-i `I FOR WINDOWS WITH / __ 1/4'MAX. amt 0 BOTTOM LOCKS: / #10 OR#12 STEEL II--..-- HEIGHT ®i I IWO 1111 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE /I ---SELF-DRILLING I I SHIM 0 SCREWS @ 8-3/8" USED INTO WOOD AS PER TABLE 2, / SMS(GS),SEE ��r� I T FROM END. SHEET 2.ALL WOOD BUCKS LESS ill, A OrTABLES 2&3, W/ i F L—� T__ THAN 1-1/2"THICK ARE TO BE SHEET 2. ISASH CONSIDERED 1X INSTALLATIONS.EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IFG�LIGHT UNIT IS INSTALLED DIRECTLY TO •ea Iv"iIDHEIGHTUSE EITHER SUBSTRATE.WOOD BUCKS /0 � ' LATCH(SHOWN) % IOR BOTTOMDEPICTED A5 2X ARE 1.1/2'THICK OPT. LOCK(SHEET 3). OR GREATER.1X AND 2X BUCKS ,/ Ltiiiii' ••al I0 (WHEN USED)SHALL BE DESIGNED 7, .---., FIN ANO/OR O TESTED UNIT at. , LI 0� FLANGE REMOVED/ rzny� 2 1" 81 30 WEEP r` .s LOCATION:13.5/8" TO PROPERLY TRANSFER LOADS INTERIOR 0 TO THE STRUCTURE.WOOD BUCK / Jj /hII1i!! FROM SASH END. DESIGN AND INSTALLATION IS THE ��� ////�'� :ir IN-FIELD / NOTCHESINTEGRAL IN EACH END. yl ,.I� �" NO ANCHORS OR ARCHITECTP RECORD. ENGINEER FRAME SHOWN I //J�� l RESPONSIBILITY I REQUIRED IN FRAME EXTERIOR INSTALLATION OI I SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION rte THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 '(�Iy OPTIONS PRODUCT'REVI.S[D Ibli OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL u complying with the FWetde ANCHORED THROUGH 11HI MAX BEADING TO BEADING. INTEGRAL FIN/FfANGE REMOVED) Building Code • INTEGRAL FIN I( SHIM 1,11 11 111/! INTEGRAL FIN INTO METAL ( Acceptance No I7♦. ♦-0 • FRAME SHOWNLSI• s�o O X11`N"(LYNN/:�•i Revision: E:vati°n Dote 1/], !a / D ,7X 1.25"WEEPHOLE -r ` P�1�.• F •;.� , r-----,,ir A�imni°ode Product c* i 3CL.8 W/COVER @ 2.87" I—_ TI _ i FROM EACH END. III o VISIBLE LIGHT FORMULAS _* • •ND.58705 TYP.ANCHOR TYPE, I� ��EDGE DISTANCE =-- :. a * ® �„ EMBEDMENT AND EDGE ��� 1 WIDTH -"1] - Description: Drown DISTANCE PER SUBSTRATE, �— 1 @SASH:BUCK WIDTH-6-1/2" •, 6 :•�,- SEE TABLE 3,SHEET 2. -ry EMBEDMENT — @FIXED LITE:BUCK WIDTH-4.3/8" %Q STATED •�� 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) 'n N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) itis '•F�ORIDP.••'•�C�� (941).480-1800 nee: Dote: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHTl2-3-15!16" '/ '9/0 04 N\ 5C0-1650 TC70i7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN /llllll11111 PDT INDUSTRIES,INC. Series/Model: Scale: Sheet: I Drawing No. Rev: • INTO 2X WOOD FRAME OR BUCK- LLA.LYNN MILLER,P.E. ARl01rts RESERVED SH-5500 NTS 4 OF 13 MD-SH5500-01 B STRIP.SEE NOTE 2,THIS SHEET. P.E.#58705 CERT.OF AUTH.#29296 re -4{ 7/8"NOM. re- 7/8"NOM. "- ' 7/8"NOM. r_ --el 7/8"NOM. ' 7/8"NOM. � 5116"NA PVB !iiI 5/16"A/APVB II 5/16"AIA PVB � 5/16"NAA PVB 5/16"H/H SG ,SPACE \ "AR SPACE 7/18181"RA GLASS 7!161 8"T GLASS AIR SPACE 33/16"AR A GLASS SPACE 11 3 3/16"T GLASS 7/161 8I ' A GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR—% a EXTERIOR 1.11 CID x al , i .II iiAll Ikill , GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —el 7/8"NOM. —el 7/8'NOM. — I .. 7/8"NOM. —el 7/8"NOM. —.- 7/8"NOM. I _5/16"H!H SG5/16"H/H SG 5/16"H/H SG 7/16"NA SG i•ogi 7/16"NA SG iiI 7/16"AIR SPACE ,I„ 3/8"AIR SPACE Re 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS \\ 1/8"A GLASS 1/8"T GLASS a EXTERIOR a EXTERIOR a i :hi EXTERIOR \\.\\ a EXTERIOR a EXTERIOR ® 1A. ® ■M ® —✓ \ ® aLI1 ® 1- GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8"NOM. re- -.- 7/8"NOM. • 7/16"NA SG •, 7/16"NA SG I�� 12"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE , 1/4"AIR SPACE (76-7) I� BITE TYP. '16 MAY NOT BE USED 111 3/16"A GLASS 3/16"T GLASS 11 WITH J-CHANNEL OR 0 Q •INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR 06 ,t_•• I GLASS TYPES 5.7,9,11,13 ® I 815 MAY NOT BE USED IN .' .'EXTERIOR ` 0 • THE HVHZ ABOVE 30•. PRODUCT REVISED f GLASS TYPE 15 GLASS TYPE 16 .cempty"gwithtits Mori& 0II�; \ Building Code 7 3 I 30 ,,,t1111///h/ Accq>ixna rM /-�, '�.� '/ Revision: •55500 Date11 !1 is/I ��oo❑ •NO,...,' prop s Mint I.ado Product C. "le _* No.58705 7 '". • " • GLAZING NOTES: - *- "A"=ANNEALED E-D : _ Description: Drown By. TYP.GLAZING DETAIL . "H"=HEAT STRENGTHENED �73 '-, I�: �� 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI "T"=TEMPERED O S7 TE OF ..0� N.VENICE,FL 34275 = ® T'-._ �(/. Date: SG"=.0 OOSENOTRYGLAS®BY KURARAVB BY V AMERECA,INC.RICA, C "COs ••'°ORIOP•.••GN*� ((41}-080'1600 Title: ., s7�•-••• �p�aDNToptT SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �// NAL ex-,0\\ pOT INDUSTRIES,INC. FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. /I I i I I I 1 1 t t ALL RIGHTS RESERVED Series/Model: Scale: Sheet: Drawing No. Rev. A.LYNN MILLER,P.E. SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.E.#58705 CERT.OF AUTH.029296 TABLE 5: TABLE 6: TABLE 4: Ole.TYR. Bolton sash els.TSP.. Design Pressure,Meea Dma,pb,Bohan sal, Design Pressure,Ibe/ft' olasryP.. Design Pressure,(built' s,1759 R.InL Level Rape 13 WW1,. rmeg.On) NMdow Oak 70105{) 6,Tel +1-50.0 R2 Het/2 Shown up2048 52125 +65.0/-70.0 Rein!.Level 21.5 Equal-Me 11.341 382.0 -70.0 485.0 -70.0 Reins Law -^ RI Fer,0 window&sash elz. Standard Copps 11.517.15.170 +65.0 -70.0 405.0 .70.0 Rol For all window and sash etas ' 28 EquHlle 11.563-14.515 +05.0 -70.0 485.0 .70.0 SEE TABLE 9,SHEET 8 FOR Slanded Pmdew 11.377.11.502 +05.0 -70.0 465.0 -70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Tallest 21.517-25.256 +05.0--70.0 +85.0 -70.0 ANCHOR GROUP AND QUANTITY. SlaMard Collage 20.958-23.510 +05.0 -70.0 485.5 -70.0 17.376 Equ4501e 17.517.20.057 405.0 -70.0 40.0 .70.0 �\ Standard Prolew 14.517-17.516 465.0 .70.0 +65.0 .70.0 \ Sha4.1 11.377-1/.518 405.0 -70.0 465.0 -70.0 ��- ��Ill� Tdksl 27.517-31.911 405.0 -70.0 485.0 -70.0 C4.'115124 26.517-27.582 4810 -70.0 485.0 -70.0 lilt Standard Cottage 21517-28.510 405.0 -70.0 465.0 -70.0 HEADER 14 EQ.ul4. 20.517-23.515 +650 -70.0 305.0 -70.0 744 I HEADER ® Tr Strdmd Pwniew 17.517-20.510 465.0 -70.0 +650 -70.0 Custom Ste 14.517.17.610 *a5.0 -70.0 +65.0 -70.0 CD il. •� S1w4.81 11.377.14.516 +85.0 -70.0 465.0 -70.0 • • ..iqc 1_1„.,_. _ I' .T.1--... - StanTalldard C 51.5177.35.911 +65.0 -70.0 486.0 -70.0 II sl.ndue Co11.1p 21517.35611 +1350 -70.0 +e5.0 •70.0 O, 1_III EWautla 10.517-20.510 +850 -70.0 +65.0 -70.0 / -' I[ MEETING RAIL 4B smndard:Ile 17.517-25.516 405.0 70.0 465.0 -70.0 I L.,,IL„-miI *I O MEETING RAIL I Q�� Cu.tom Ste 11.517-17.618 495.0 -20.0 +650 -70.0 I 0 ��� Cwbm Ste 12517-14.610 +850 -70.0 &85.0 -70.0 . ��1 1�-� I. 111. I{11 Shortest 11.377.12.516 41380 -70.0 +650 -70.0 ' r 7ERRIOR f ` �__J.jE R I.rO �,111-( pTalbl SS.200-31.538 &850 -70.0 365.0 .70.01n Ilr 11IIJ((.irml��'� r N. i$` 51am0Cdtpe 20.517-31.207 4650 .70.0 406.0 70.0 . V o nIII � ® I I�1 O Eq allle 23.517.28.510 485.0 •70.0 +85.0 -75.0 23 V- JAMB n Clam see 70.517-23.510 405.0 -70.0 +65.0 -70.0 JAMB 44.626 EXTERIOR SASH Slerdad Pmdew 17.517-70.518 4050 -70.0 .135.0 -70.0 Custom 62. 14.517.17516 +850 -70.0 +65.0 •70.0 E)eiER1DR SASH (� 1 HEIGHT Custom s2e 11,617-14.516 4135.0 -70.0 405.0 -70.0 a Jill] HEIGHT �'1II I Sh11.55 31.317-1.644 485.0 -7120 4050 -70.023 }ITdkel 38617-41.641 485.0 -70.0 +650 -70.0Lei ® 5lmlmd College 31.517-30.510 4650 -70.0 +05.0 -70.01 _ Equal-Me 20.517-31.510 +850 -70.0 465.0 -70.0 1117"‘ Standard Pro4ew 73.517.20.510 455.0 •70.0 465.0 -70.0 4 SILL 1 ,'J 62 Cu.tom sus 20.617-21.516 +.5.0 -70.0 415.0 -70.0 SILL D T �'i U Custom S2. 17.517.20.516 485.0 -70.0 415.0 70.0 I� Custom Glee 14.517-17.518 485.0 -70.0 465.0 45.1 ,1 1--� JLII.JII Custom Ste 13.017-11.518 4650 -70.0 465.0 47.3 ,,. I Shodeel 11.061.13.010 .5.0 -70.0 465.0 40.5 NM gin!11111 • �_ • Telks1 38.517-41.044 4650 -70.0 465.0 -70.0 • 070)em Ste 38.517-56.518 405.0 -70.0 465.5 -75.0 Equal-Ma 35.517.38.610 +65.0 -70.0 +65.D -70.0 75 Custom Ste 32517-15.518 465.0 -70.0 4650 450 SECTION DETAIL FOR WINDOWS WITH S5rdedPmyew 24,517-32.510 465.0 -70.0 4650 -70.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 CustomS2e 26.517.29.610 465.0 40.0 +85.0 47.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE Shortest 25.516.26.516 465.0 -70.0 .85.0 405 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 Eq.e14ee 36.617-11.844 4050 -70.0 465.0 -700 APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) 84 Custom Sim 354317•31518 +55.0 -70.0 455.0 47.3 CONFIGURATIONS) PRODUCT REVISED StandWPmde+ 31.018-35.518 +05.0 •70.0 .65.0 482 01.79 Tallest --41.844 650 -70.0 465.0 46.5 as crmp191Ra will,the Fluids SEE TABLE 10,SHEET 9 FOR ANCH�Pp5�{�jjOUP AND QUANTITY. Building Code 1 44MIN.SASH HEIGHT=WIND bUL'K.HEI(i14T�50.136• A++opolence eo� 4, ' �4 LLLLLLII"" pir ON.....NN '' ReNs on: t9 '• , PEF No.58705 *- NOTES: //�( ^"O '.l/l . Description: Damen Br. 73 G?? t3-;ice` 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. i Oi.,'' ST TE O N.VENICE,FL 34276 %(�•'•-!P(ORIOP,.•' ' , Me: Dote: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ".73sS7ONAL�NG" (1}480.1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15%15 2017 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN /7//71:11111115 POT INDUSDOE%� DIC, Ser1ee/Model: Seale: Sheet: Drawing No. Row ON THE TABLE. A.LYNN MILLER,P.E. �L MOWS RESERVED SH-5500 NTS 6 OF 13 M D-S H5500-01 B P.E.4 58705 CERT.OF AUTH.929296 • TABLE 7: TABLE 8: Olee•Type Bottom 6ashSlew Tn. Bottom Bash DesignPresauro lb.Rtl 5-12,10116 Doecdplion M p7,o. Sash lletght Design Pressure, 73614 Defedpllan for peer Sash Height Rola Level Re9s®Wedaw Roc*On) kinder.Buck N9WN(N) Fwd.1..0 Range B W1809w R4809 M) WNdow Blck IV l0h Ori Iuuuo� t1.2 3 Height Storm up 1°40 48 52.125 94 3 Hdghl Sham 1B 24 32 30 40 46 52.125 54 23.5 Equa08ls 11.304 .70.0 410.0 070.0 -1109 +70.0-110.0 *700 -110.0 23.5 E505140e 11.304 470.0-110.0 *70.0 -110.0 •70.0-110.0 .70.0-110.0 .70.0-110.0 470.0-110.0 *70.0-110.0 .70.0-110.0 Modred Cottage 14.517-15.070 *70.0-110.0 *70.0•110.0 170.0-110.0 *70.0 -110.0 SWARD Cottage 14.617-15.070 470.0-110.0 *70.0 .110.0 +700-110.0 .70.0 .110.0 *70.0 -110.0 .70.0-110.0 *70.0-170.0 *70.0 -110.0 • 20 Equal-lite 11.563.14.516 •70.0 .110.0 *70.0.110.0 470.0-110.0 +70.0 .110.0 28 Equ440e 11.583-14.510 *70.0-110.0 *70.0 -110.0 *70.0-110.0 •70.0-1100 *70,0 -110.0 .70.0-110.0 .70.0 -110.0 *70.0-110.0 . lig Praiav 11.377-11.582 *70,0 -110.0 *70.0-110.0 *70.0-110.0 *70.0 -110.0 Standard Prates+ 11.377-11.582 *70.0-110.0 +70.0 -110.0 *70.0-110.0 *70.0 -110.0 +70.0 -110.0 .70.0-110.0 +70.0-1109 *70.0 110.0 III 0It HEADER 7,170.1 21517-25.208 .70.0 -110.0 *70.0-110.0 470.0-110.0 +70.0 -110.0 Tallest 23.517-25.206 •70.0-110.0 *70.0 -110.0 *70.0-110.0 +70.0 -110.0 *70.0 -110.0 .70.0-110.0 *70.0•110.0 .70.0 -110.0 V Standard Gauge 20.058•23.510 *70.0-110.0 *70.0-110.0 +70.0-110.0 +70.0-110.0 Slartlard C00ape 20.958-23.616 .70.0-110.0 .70,0 -110.0 .70.0-110.0 *70.0.110.0 •70.0 -110.0 470.0-110.0 •70.0-1109 .70.0 -110.0 ® 37.375 Equd-0la 17.517-20.057 *70.0.170.0 *70.0-110.0 +70.0-110.0 +70.0.100.0 37.375 EqueFll* 17.517-20.057 *70.0-110.0 *70.0 -110.0 •70.0 -110.0 •70.0-110,0 *70.0 -110.0 *70.0-110.0 .70.0-110.0 *70.0 -016.0 6enderd Pra477 14.517-17.515 •70.0-110.0 +70.0.110.0 .70.0-110.0 +70.0-110.0 Slandald Fowl. 14.517.17.518 *70.0-110.0 *70.0 .110.0 +70.0 .110.0 *70.0-110.0 *70.0-110.0 *70.0.110.0 .70.0-110.0 *70.0 -110.0 __ _ 85.10.0 11.377.14.510 0.70.0.1100 *70.0-110.0 *70.0 .107.0 .70.0 -103.0 Shortest 11.377.14.515 *70.0-110.0 *70.0 •110.0 •70.0.110.0 *70.0-110.0 470.0 -110.0 +70.0.110.0 •70.0-107.0 *70.0-103.0 rl_ Tallest 27.533.31.011 *70.0-110.0 *70.0 -00.0 *70.0 -03.0 470,0 .00.0 Telles) 27.583-31.011 *70.0 .110.0 *70.0 -110.0 *70.0-110.0 *70.5-110.0 *70.0-110.0 *70.0 98.0 *70.0 -03.0 +70.0 90.0 I ,IiIf� II Custom Slao 28.517-27.552 .70.0.110.0 470.0-110.0 *70.0-110.0 *70.0 -110.0 Custom Sae, 20.517-27.582 .70.0 410.0 470.0-110.0 *70.0-110.0 •70.0-110.0 *70.0 -110.0 *70.0-110.0 .70.0-110.0 *70.0-110.0 r 11 MEETING RAIL Serdad Outage 23.517-26.515 .70.0-110.0 *70.0-110.0 +70.0-110.0 *70.0 .110.0 Marland Collage 23.517.20.518 *70.0•110.0 *70.0-110.0 •70.0-110.0 *70.0-110.0 •70.0 .110.0 *70.0-110.0 +70.0 .1140 *70.0-110.0 I Q �p • 44 Equal-Ate 20.517-23.510 .70.0-110.0 *70.0-110.0 *70.0-110.0 +740 -110.0 dot EO d40s 20.517-23.510 *70.0•110.0 *70.0-110.0 *70.0-110.0 *70.0-110.0 470.0 -110.0 •70.0-110.0 +70.0-110.0 *70.0-110.0 1 ® 1 -.i I 2 7 5landad Praiew 17.517.20.510 470.0.110.0 *70.0-110.0 *70.0-110.0 *70.0 -110.0 Mallard NWT++ 17.517-20.516 470.0-170.0 *70.0-110.0 *70.0-110.0 .70.0-110.0 *70.0 -110.0 *70.0-110.0 •70.0-110.0 *70.0-110.0 13. Custom Sae 14.511-17.516 +70.0 .110.0 *70.0•710.0 *70.0.110.0 *70.0 -1140 Cu6am Sae 14.517-17510 *70.0-110.0 *70.0 -110.0 •70.0-110.0 .70.0-110.0 *70.0 -110.0'.70.0-110,0 *70.0-110.0 *70.0-110.0 ' EXTERIOR r IS - Shortest 11.377.14.510 470.0 .110.0 *70.0.110.0 *70.0-107.0 *70.0 .163.0 Shortest 11.377.14.515 *70.0-110.0 *70.0-110.0 *70.0-110.0 *70.0-110.0 *70.0-110.0 *70.0-110.0 •70.0-107.0 *70.0 -103.0 a V .��O Tallest 31.583-35.911 4700 .110.0 *70.0 419.0 *70.0 -83.0 *70.0 40.0 1elles0 31.533-35.011 *70.0-110.0 *700-110.0 *70.0-110.0 *70.0-110.0 *70.0-110.0 +70.0 -92.0 470.0 13.0 •70.0 -00.0 __ Mended College 25.517-31.682 *70.0 -110.0 *70.0.110.0 *70.0.110.0 *10.0 •110.0 Standard Wage 25.517-31.582 *70.0-110.0 *70.0•110.0 •70.0.110.0 *70.0-170.0 .70.0-110.0 *70.0-110.0 +70.0-110.0 *70.0-110.0 JAMB EOud4lle 20.517.28.518 470.0-110.0 *70.0•110.0 *70.0.1100 *70.0•110.0 E4103410 20.517-20.510 *70.0-110.0 *70.0-110.0 .70.0-110.0 •70.0-110.0 *70.0-110.0 *70.0-110.0 +70.0-110.0 *70.0-110.0 40 Slendad Pro4ew 17.517-20.518 *70.0.110.0 *70.0.110.0 .70.0•110.0 *70.0•1100 49 Standard haulm 17.517-20515 .70.0-110.0 *70.0-110.0 *70.0-110.0 *70.0-710.0 .70.0 -110.0 .70.0-110.0 *70.0-110.0 *70.0.110.0 EXTERIOR I SASH Custom Sloe 14517.17.510 *70.0.110.0 *70.0-1140 *70.0.-110.0 +70.0-110.0 Custom Sae 14.517-17.518 *70.0-110.0 .70.0-110.0 .70.0-110.0 .70.0-110.0 *700 -110.0 *70.0-110.0 *70.0-110.0 *70.0-110.0 a HEIGHT Custom Mea 12.517-14.510 *70.0 •110.0 *70.0-110.0 *70.0-1140 *70.0 -110.0 Cu5010 Mae 12.517-14 510 +70.0-110.0 +70.0 •110.0 *70.0-110.0 *70.0-110.0 *70.0 -110.0 *70.0-110.0 *70.0-110.0 *70.0-110.0 SECTION DETAIL FOR E Shortest 11.377.12.510 +70.0•110.0 +70.0•110.0 +70.0-110.0 .700 .110.0 - shortest 11.377-12.515 +70.0-110.0 •70.0 -110.0 •70.5 110.0 *70.0-110.0 •70.0-110.0 .70.0-110.0 .70.0-110.0 *70.0-110.0 I�l p Tallest 33.200.37.536 +70.0 .110.0 *70.0 90,0 *70.0 .03.0 +70.0 .90.0 14 Tallest 33.206-37.538 •70.0-110.0 •70.0•110.0 .70.0-110.5 *70.0 -110.0 *70.0-110.0 *70.0 ag.g •70.0 aao *70.0 ag.0 WINDOWS WITH 1 rrN 3R' sbnaa5 Cottage 26917 43.207 *70.0.110.0 ao.0•170.0 +10.0 -110.0 .70.0-t 10.0 Menaara 6*5*00 28.517-33.z07 470.0•110.0 *70,0•110.0 *70.0 110.0 w0.0•170.0 *70.0-110.0 *70,0-110.0 *70.0-110.0 •70.0-710.0 LEVEL R3 REINFORCEMENT 25 ;� E355148, 23.517-26.518 *70.0-110.0 *70.0-110.0.+70.0.110.0 *70.0•1109 _ Equ548o 23.517-28.510 *70.0-110.0 *70.0-110.0 *70.0 110.0 *70.0•110.0 *70.0-110.0 *70.0-110.0 *70.0-110.0 *70.0 110.0 &GLASS TYPES 9-16 s' 9B 025 Custom She 20.517-23.515 *70.0-110.0 *70.0 -110.0 4700.110.0 *70.0-110.0 Custom 5124 20.517-23510 *70.0-110.0 *70.0-110.0 •70.0-110.0 .70.0-110.0 *740-110.0 *70.0-110,0 *70.0-110.0 *70.0 -110.0 �It etmderd PO*A.w 17.517-24 510 *70.0.110.0 *70.0 -110.0 *70.0-110.0 *70.0-110.0 49.825 Standard Praiser 17.517-20.510 *70.0-110.0 *70.0-110.0 *70.0-110.0 *70.0'.110.0 *70.0-110.0 *70.0•110.0 *70.0-110.0 •70.0-110.0 SILL O.J.I 1 2 (REINFORCEMENTS SHOWN Gstom Rae 74.517-17.510 *70.0 110.0 .70.0 -110.0 0740 .110.0 *70.0 .1000 tldom SU. 14.517-17.518 +70.0-110.0 *70.0•110.0 *70.0-110.0 *70.0•110.0 •70.0-110.0 *70.0-110.0 *10.0-110.0 *70.0-110.0 IN FIGURES ABOVE APPLY Custom stom sae 12517-14.516 +70.0.1100 +70.0-110.0 .70.0 .110.0 *70.0 -110.0 Custom S 12.517-14.516 •70.0-110.0 *70.0-110.0 •70.0-110.0 *70.0-110.0 *740-110.0 *70.0-110.0 *70.0-110.0 •70.0-110.0 TO ALL CONFIGURATIONS) Shortest 11.377•12.515 *70.0 110.0 +70.0-110.0 0709-110.0 *740 -110.0 shortest 11.377-12515-•70.0-110.0 *70.0-110.0 070.0-110.0 .70.0-110.0 •70.0-110.0 *70.0-110.0 *70.0 -110.0 *70.0-110.0 •1a71se 30.517.41.004 *70.0.110.5 *70.0-110.0 *70.0-110.0 *70.0-110.0 1a11*1 36517-41.841 *70.0-110.0 *70.0-110.0 *70.0-110.0 *70.0-110.0 *70.0-110.0 *70.0-110.0 *70.0 110.0 *70.0•105.7 ,-.1911'=• r1e>- 1fJ StandardCottage 31.517-30.516 *700 -110.0 070.0.110.0 *70.0-110.0 *70.0-110.0 Mardar/Cottage 31.517-36.515 •70.0-110.0 *70.0-110.0 *70.0•110.0 *70.0-110.0 *70.0-110.0 *70.0-110.0 *70.0 -108.5 *70.0-103.0 I I Ear0040e 24517-31.510 *70.0 -110.0 *70.0 .110.0 *70.0-110.0 *70.0 .110.0 E00a140e 20.517.31.510 *70.0-110.0 *70.0•110.0 *70.0-110.0 *70.0 -110.0 *70.0-110.0 *70.0-110.0 *70.0.107.9 470.0.1024 Sanded Proles+ 23.517-20.516 *70.0-110.0 *70.0.110.0 .70.0 410.0 .70,0 -110.0 standard Promos 23.517-25915 470.0-110.0 *70.0 410.0 *70.0-110.0 .70.0-110.0 *70.0-110.0 *70.0-110.0 *70.0-110.0 *70.0 -105.2 82 Custom She 20517-23.51e *70.0 -110.0 *70.0-110.0 *70.0-110.0 *70.0 .110.0 62 Custom Mae 20.517.23310 *79.0.110.0 *70.0 -110.0 *70.0-110.0 *70.0-110.0 *70.0-110.0 •70.0-110.0 •70.0-110.0 *70.0 .107.0 Cunom Sae 17.517-20.510 .70.0-110.0 *70.0.110.0 .70.0-110.0 0700.110.0 Custom Slee 17.517.20516 *700-110.0 *70.0 -110.0 *70.0-110.0 •70.0-110.0 *70.0 -110.0 *70.0-110.0 *70.0-110.0 *70.0-109.6 Custom Sae 10.517.17.516 *700-110.0 .70.0-110.0 *70.0.110.0 .700.110.0 Custom 70. 14.517.17510 *70,0•110.0 *70.0 •110.0 *70.0-110.0 •70.0-100.0 *70.0 -1025 *70.0-100.5 *70.0-100.5 *70.0 -100.5 Gahm Sae 13.017-14.516 +700 .110.0 070.0-110.0 *70.0.110.0 *70.0-110.0 Custom Sae 13.017-14.515 *700-110.0 .70.0.110.0 *70.0-106.2 *70.0-100.7 *70.0 97.1 *70.0 44.4 *70.0 949 *70.0 -04.4 0ee1e) 11.004-13.018 *70.0 -110.0 +70.0 •110.0 *70.0.110.0 070.0-110.0 Shortest 11.864.13.015 *70.0-110.0 *70.0-110.0 •10.0-1026 *70.0 417.0 *70.0 413 *70.0 90.1 .70.0 '40.0 470.0 90.0 1418.7 30511-41.644 *70.0-110.0 *70.0-110.0 *70.0-1100 +70.0 -110.0 Tallest 39.517-41.644 *70.0-110.0 •70.0-110.0 *70.0-110.0 *70.0-110.0 .70.0-110.0 *70.0-110.0 +70.0-101.5 *70.0 40.0 ' Qslam Sae 34517-30.616 +70.0-110.0 +70.0.110.0 +70.0•110.0 +70.0 -110.0 Custom Sae 30.017-30.511 *70.0-110.0 •70.0•110.0 +70.0-110.0 +70.0-110.0 +70.0-110.0 •70.0-110.0 +70.0-101.7 +70.0 40.3 . E355-7e 35511-39.510 •70.0-110.0 +70.0.110.0 +70.0•110.0 +70.0 .110.0 Equ590e 35.517.30518 *70.0.110.0 *70.0-110.0 *70.0-110.0 *70.0-110.0 *70.0-110.0 *70.0.110.0 *70.0•100.4 *70.0 45.0 75 Custom SI.e 32.517.35.516 *70.0 .110.0 +70.0'.110.0 +70.0.110.0 *70.0 .110.0 75 Custom 517. 32.517-35916 *70.0-110.0 *70.0.1100 *70.0-110.0 *70.0-110.D *70.0-110.0 *70.0-110.0 *70.0-100.7 *70.0 45.2 51000350 Prdew 20517.32.515 +70.0 -110.0 *70.0.110.0 .70.0-110.0 +70.0 .110.0 Stardom Pro1e* 29.517-32516 *700-110.0 *70.0-110.0 *70.0.110.0 *70.0-110.0 *70.0-110.0 *70.0•100.8 •70.0-101.5 *70.0 40.1 Custom Sao 20.517-29.518 +70.0-110.0 +70.0-110.0 .70.0.110.0 *70.0 -110.0 Custom 131.. 26.517-28.510 *70.0.110.0 *70.0 -110.0 *70.0-107.9 070.0-102.4 *70.0 48.9 *70,0 48.4 *70,0 40.4 *70.0 90.4 Seeded 25.510.20.515 *70.0-110.0 *70.0-110.0 .70.0-110.0 +70.0 .110.0 Shortest 25.510-28.518 •70.0.110.0 *70.0 .1100 .70.0.1045 *70.0 418.1 *70.0 45.4 *70.0 424 470,0 424 *70.0 92.4 EqualLto 30517.41044 *70.0-110.0 +79,-110.0 *70.0-110.0 *70.0 -110.0 EOu5400 30.617-41.844 .70.0.110.0 *70.0 110.0 *70.0-110.0 *70.0.110.0 *70.0 .110.0 *70,0•100.0 .70.0 40.7 470.0 91.1 GLASS TYPES 9 THROUGH 84 Custom She 35517.38.510 *70.0-110.0 470.0-1100 .70.0.110.0 +70.0 •110.0 64 Custom Sae 35.517-38.518 *70.0-110.0 *70.0-110.0 *70.5-107.0 *70.0-102.4 *70.0 449 *70.0 40.4 *70.0 90.4 +70.0 91.8 11116 MAY NOT BE USED WITH sWd.rd Pr*New 33.016-35.516 *70.0-110.0 *70.0.110.0 *700-1110 *740 .110.0 5lenaardPradew 33.013-35518 •70.0-110,0 *70.0-1109 *79.9-1025 *70..0_97.0 •70.0 -03.3 *70.0 40.1 •79.0 40.0 *70.0 90.0 J-CHANNEL OR INTEGRAL PRODUCT REVISED 91.76 Tritest •'-41.044 .70.0 4105 *70.0-110.0 *709.110.0 *70.0 -110.0 01.78 To3w1 *.-41.044 •70.0-110.0 •70.0-110.0 *70.0-1026 *70.0 47.0 *70.0 413.3 *70.0 40.1•*70.0 40.0 •70.0 90.0 •FIN FRAMES as complying with the Florida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Building Code "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 *4 MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 110 0 11 10 07,r Aceeptonce 73 / 'e. ���` `ivx1 LYNIi ,'�. Revision: Expiration Date I71tI' ly gyp i • By_Ica) _ - ' .� •'VIGENSF �(� •��� Miami ads Product Q7i7ho1 * No.58705 1 NOTES: _ *_ ® Ones.,By. Description: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. 2_ 174•Cl.'` 1070 TECHNOLOGYDRNE DESIGN PRESSURE TABLES J ROSOWSKI �O% STA EOF N.VENICE,F-34275 . �[/ Title: Dote: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. F ••-:c7.OR101`.••• \I: 03410.1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 /SSS \,,,N cwY9ER RIES, T • SoH/Model: Seale: Sheet: Drawing No. Rev: 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN '/,11°NAL E ssPP07 a .INC. ON THE TABLE. A.LY�t� aaft,P.E. RVED SH-5500 NTS 7 OF 13 MD-SH5500-01 B P.E.tt 58705 CERT.OF RUTH.029296 - • TABLE 9: _ • FOR ANCHOR GROUP D,TABLE 10,SHEET 9 MAY BE USED. Anchor Garnet.Rename'for Antlar crag/ Arch traga Anchor CmarC /wowArnim 107101 24'WM 3Z Wd0 35'WOe 40'Wi40 48'W40 52-9a WOO 18'7140 24'Mk 32 Wd0 35•WW 40.7140 48-Wde 5256 Wde 19'Wda 24'7140 37Wde 30'WOe 4P 14440 48-WD 5249WIdf 748%.Anchor O.C.Spacing for omuDE 91577 "71trou9hfnme"blrbeatl0n Jar0 A=mp Jamb Jamb .4 Jamb Irmo Jamb 2610 Jar, Jab Jm0 ,fib ,lamb ,lamp ,broil , ,Aanb -,lain hrM ,lamp ,q=ra Integral-Fin"Inemtatlon as r Slew Types Mom Sash 9bL006Cr,,rnn7nBaahf4l dprs3im1a $ sam > ; 1 1 1 1 aIasa a1i9ai m € 1 9E 1 = ml = a A ma ° g'trill 111 / 11 ' , , @WM0ace at Bra $ a1m .18 1m $ ,01 - m 1001 1m m101101 m101 m 101 101 m 1 01 m SI /muni Shan 215 Epla3te 11394 1 2 2 1 2 2 1 212 2 2 1 2 1 2 1 2 1 2 1 2 1 2 2 2 1 2 2 2 1 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 51234730 090 14517-15.670 1`_2 2 1 2 2 1 22 22 1 2 1 2 1 2 1 _2 1 21 22 2 1 2 2 2 1 2 1 2 1 1 22 1 22 2 2 2 1 2 2 . 28 E94111e 11503-14.510 1 2 2 1 _2 2 1 2 2 2 2 1 2 1 2 1 2 1_ 2 1 2 1 2 2 2 1 2 2 2 1 2 1 2 1 1 2 2 1 2 2 2 2 2 1 2 2 5501adPmtlew 11377-11.582 2 2 _ 2 1 2 2 2 2 2 2 2 2 2 l2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 men en 1!617-25.285 1l 2 2 1 2 2 1 2 2 2 1 1 2 1 2 1 2 1 2 1 2 1 2 2 2 1 2 2 2 1 2_ 1 2 1 1 2 2 1 2 2 2 2 2 1 2 2 51300501 00390 20.850-21515 1 2 2 1 22 1 22 22 1 2 1 .1 2 1 2 1 2 1 2 1 22 2 1 2 2 2 1 2 1 2 1 1 2 2 1 2 2 2 2 2 1 2 2 37.375 E350-Ile 9511-20.157 2 2 2 1 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 5ladad Prwkw 14.517-17.518 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 79w105 11.377-14.615 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 Tang 9.583.31.811 1 3 3 1 3 2 1 3 2 3 2 1 3 1 2 1 3 1 3 1 2 1 3 2- 2 1 3 2 2 1 3 1 3 1 1 3 2 1 3 2 3 3 2 1 3 2 00103 bre 26.517-9.932 2 3 3 1 3 2 2 3 2 3 2 2 3 2 2 2 3 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 3 1 2 3 2 2 3 2 3 3 2 2 3 2 4231474121095 23.517-18.510 2 3 3 1 3 2 2 3 2 3 2 2 3 2 2 2 3 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 3 1 2 3 2 2 3 2 3 3 2 2 3 2 44 Ee0111e 26517.22516 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 51901994 Protein 17517-20518 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 0.519059130 14517-9.518 3 2 2 1 2 2 3 2 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 2 2 3 2 2 2 3 2 3 2 1 3 2 2 3 2 2 2 2 2 3 2 2 _ Shona 11.377-14512 3 2 2 1 2 2 3 2 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 2 2 3 2 2 2 3 2 3 2 1 3 2 2 3 2 2 2 2 2 3 2 2 Wan 31.583-3E811 1 3 3 1 3 2 1 3 2 3 2 1 3 1 2 1 3 1 3 1 2 1 3 2 2 1 3 2 2 1 3 1 3 1 1 3 2 1 3 2 3 3 2 1 3 2 Stardad05ece 23.517-3156'1 2 3 3 1 3 2 2 3 2 3 2 2 3 2 2 2 3 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 3 1 2 3 2 2 3 2 3 3 2 2 3 2 E040141e 27517-26.515 2 3 3 1 3 2 2 3 2 3 2 2 3 2 2 2 3 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 3 1 2 3 2 2 3 2 3 3 2 2 3 2 48 0500547r011e1517.517-20.515 3 2 2 1 2 2 3 2 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 2 2 3 2 2 2 3 2 3 2 1 3 2 2 3 2 2 2 2 2 3 2 2 Custom 8140 14.517-17.515 3 2 2 1 2 2 3 2 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 2 2 3 2 2 2 3 2 3 2 1 3 1 2 3 2 2 2 2 2 3 2 2 Oram Sae 12517-14.515 3 2 2 1 2 2 3 2 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 2 2 3 2 2 2 3 2 3 2 1 3 2 2 3 2 2 2 2 2 3 2 2 5 mew 11.377.12511 3 2 1 1 2 2 3 2 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 1 2 3 2 2 2 3 2 3 2 1 3 2 2 3 2 2 2 2 2 3 2 2 g 'Nast 31508-3/530 1 3 3 1 3 2 1 3 2 3 2 1 3 1 2 1 3 1 3 1 2 1 3 2 2 1 3 2 2 1 3 1 3 1 1 3 2 1 3 2 3 3 2 1 3 2 1 5brda4 Maga 20.517.31227 2 3 3 1 3 2 2 3 2 3 2 2 3 2 2 2 3 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 3 1 2 3 2 2 3 2 3 3 2 2 3 1 y Ep ane 27.517.28515 2 3 3 1 3 2 2 3 2 3 2 2 3 2 2 2 3 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 3 1 2 3 2 2 3 2 3 3 2 2 3 2 Custom Me 20.517-22510 3 2 2 1 2 2 3 2 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 2 2 3 2 2 2 3 2 3 2 1 3 2 2 3 2 2 2 2 2 3 2 2 19825 Mantra Prater, 17.517.28510 3 2 2 1 2 2 3 2 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 2 2 3 2 2 2 3 2 3 2 1 3 2 2 3 2 2 2 2 2 3 2 2 F Galan Gra 14.517-17.510 3 2 2 1 2 2 3 2 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 2 1 3 2 2 2 3 2 3 2 1 3 2 2 3 2 2 2 2 2 3 2 2 Oman Sae 11517-14511 3 2 2 1 2 2 3 2 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 2 2 3 2 2 2 3 2 3 2 1 3 2 2 3 2 2 2 2 2 3 2 2 51104e01 11.377-12516 3 2 2 1 2 2 3 2 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 2 2 3 2 2 2 3 2 3 2 1 3 2 2 3 .2 2 2 2 2 3 2 2 13004 36.517•41544 2 4 4 1 4 2 2 4 2 4 2 2 4 2 2 2 4 2 4 2 2 2 4 2 2 2 4 2 1 2 4 2 4 1 2 4 2 2 4 2 4 4 2 2 4 2 6120083021250 31.517-30518 3 3 3 1 3 2 3 3 2 3 2 3 3 3 2 3 3 3 3 3 2 3 3 2 2 3 3 2 2 3 3 3 3 1 3 3 2 3 3 2 3 3 1 3 3 2 E00-11e 20.517-31.510 3 3 3 1 3 2 3 3 2 3 2 3 3 3 2 3 3 3 3 3 2 3 3 2 2 3 3 2 2 3 3 3 3 1 3 3 2 3 3 2 3 3 1 3 3 2 Standard P10.1ew 9.517-21518 3 3 3 1 3 2 3 3 2 3 2 3 3 3 2 3 3 3 3 3 2 3 3 2 2 3 3 2 2 3 3 3 3 1 3 3 2 3 3 -2 3 3 2 3 3 2 02 020011690 20.517-21516 3 2 2 1 2 2 3 2 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 2 2 3 2 2 2 3 2 3 2 1 3 2 2 3 2 1 2 2 2 3 2 2 051901590 17.517-22516 3 2 2 1 2 2 3 2 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 2 2 3 2 2 2 3 2 I 13 2 1 1 1 3 21213 2 1 2 1 21 1 2'12 3 2 1 2 G ana 5190 14.511-17.515 4 2 2 1 2 2 4 2 2 2 2 4 2 4 3 4 2 4 2 4 2 4 2 2 2' 4 2 2 2 4 2 4 2 1 4 2 2 8 2 2 2 2 2 4 2 2 Custom Sae 13.017-14.616 4 2 1 1 2 2 4 2 2 2 2 4 2 4 3 4 2 4 2 4 2 4 2 2 2 4 2 2 2 4 2 4 2 1 4 2 2 4 2 2 2 2 2 4 2 2 Sbatast 11.004-12016 4 2 2 1 2 2 4 2 2 2 2 4 2 4 3 4 2 4 2 4 2 4 2 2 2 4 2 2 2 4 2 4 2 1 4 2 2 4 2 2 2 2 2 4 2 2 Tallest 39.517-41.644 3 4 4 1 4 2 3 4 2 4 2 3 4 3 2 3 4 3 4 3 2 3 4 2 2 3 4 2 2 3 4 3 4 1 3 4 2 3 4 2 4 4 2 3 4 2 O 0405 ere 30.517-32.515 3 0 4 1 4 2 3 4 2 4 2 3 4 3 2 3 4 3 4 3 2 3 4 2 2 3 4 2 2 3 4 3 4 1 3 4 2 3 4 2 4 4 2 3 4 2 Eg010'11e 35.517-38518 /3 3 3 1 3 2 3 3 2 3 2 3 3 3 2 3 3 3 3 3 2 3 3 2 2 3 3 2 2 3 3 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 78 051019 Sae 32.517-31510 3 3 3 1 3 2 3 3 2 3 2 3 3 3 2 3 /3 3 3 3 2 3 3 2 2 3 3 2 2 3 3 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 Sladar3Prgiew 28.511-32516 3 3 3 1 3 2 3 3 2 3 2 3 3 3 3 3 3 3 3 3 2 3 3 2 2 3 3 2 2 3 3 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 /75105920 20517-25.516 4 3 3 1 3 2 4 3 2 3 2 4 3 4 3 4 3 4 3 4 2 4 3 2 2 4 3 2 1 4 3 4 3 1 4 3 2 4 3 2 3 3 2 4 3 2 5900e4 25.514-28616 4 3 3 1 3 2 4 3 2 3 2 4 3 4 3 4 3 4 3 4 2 4 3 2 2 4 3 2 2 4 3 4 3 1 4 3 2 4 3 2 3 3 2 4 3 2 EnSWe 38.517-41.544 3 4 4 1 4 2 3 4 2 4 2 3 4 3 3 3 4 3 4 3 2 3 4 2 2 3 4 2 2 3 4 3 4 1 3 4 2 3 4 2 4 4 2 3 4 2 64 005006 bre 35517.38516 4 3 3 1 3 2 4 3 2 3 2 4 3 4 3 4 3 4 3 4 2 4 3 2 2 4 3 2 2 4 3 4 3 1 4 3 2 4 3 2 3 3 2 4 3 2 6!014x47,08w 33.516-35518 4 3 3 1 3 2 4 3 2 3 2 4 3 4 3 4 3 4 3 4 2 4 3 2 2 4 3 2 2 4 3 4 3 1 4 3 2 4 3 2 3 3 2 4 3 2 01.70 18001 ,-41.544 4 4 4 1 4 2 4 4 2 4 2 4 4 4 3 4 4 4 4 4 2 4 4 2 2 4 4 2 2 4 4 4 4 1 4 4 2 4 4 2 4 4 2 4 4 2 PRODUCT REVISED SEE TABLE 4,SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. es complying with the Florida MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 Building Code Acceptance N0/7'4,,,,,,"d.��ee.% ,,,�`oNY'wrvyr,,,,,, RosI,lan: ..,irarbnDela.;pi,- d � '� •�1GEN$E �� ,r,, Indiana ado Product l_nrrroV NOTES: _` :.� (V/ Q: .1)USE THE ABOVE ANCHOR QUANTITIES REQUIRED "TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. --1:-..1',A,7,...... *: G.58705 *_ ,® Description: Drown By . 2)USE THE ABOVE"MAX.ANCHOR O.C.SPACING "TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. =13 Q'. 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI -.:..73 1�•'<f/ N.VENICE,FL 34276 0T''. S ATE O .. Title: Date: 3)FRAME DIMENSIONS ARE BUCK."MR"=MEETING RAIL. %c<+S-•.!�(ORIOP,.•'.c' (941}-080-1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 'i7 S/O ','N-%\‘\ � ‘\ COPYRIGHT 0 2017 /,,I�INAL1 1111 PGT INDUSTRIES, Series/Model: Seale: Sheet: Drawing No. • Rete 5)REFER TO TABLES 2 8 3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.Ls/FP IvIILLEIR,P.E. )U01014113 RESERVED SH-5500 NTS 8 OF 13 MD-SH5500-01 , B FEB. . 58705 CERT.OF AUTH.029296 • • TABLE 10: - - Anchor bee 5 Anchor Ge470 Anchor croup 0 Anchor . Anchor 088ritf 1.Required for Max.Anther O.C.Spacing for droop F ^ihmughFlOmY'In2ta11libn 18'Wide 2e Wide 82 Was 36'Wlee 40'#108 46 Wide 448'Wide 18•Wlde 27 Wide 32 Wide 38'Wb9 MWIde 48-WOa 5248 Wile 121Mo 24•Wide 32 Wide 36-Wide 45 WId1 42 W03 5MR'Wlde "I.Anth r 0.C.otallalbrr Jab Jam Jaz16 Jars Jana J2M Jana Jan, Jars Jab Jana Jana Janb Jars Jamb Jars Iwo Jana JaM .lora Jam 4- maseri7ee 60702085 ¢ Pa 8 1 ¢ 8 1 ¢ 8 1 ¢ 6 2 8 6 2 / 6 ¢ % 8 1g 6 1 ¢ 631 % 8 1re 6 a 55 61 % 151g 6 ¢ ¢ 6 ¢ % 6 Ire 6 a % 6 a a 6 z ¢ 6 1 ¢ 6 370 a Desertion 673081 Sash}1621 a5 / f Igi ! agalal f a ! al € palgal a / ga ! Y agEa / ala1 € / € 1 Reieueraf rqe®woRaw ill h1ae1 Shown m 38 2 § m 1g § m § m § m 4 ,1 m 4 .1 41 § m § m m 4g, m 4 51 $ m § m § ' m .111 235 3.30410 11.386 2 1 2 1 2 1 2 2 2 2 1 2 2 1 2 1 1 2 1 1 2 1 2 2 2 1 2 2 1 2 1 2 2 2 2 2 1 2 2 S260401705090 11517-15.870 2 1 2 1 2 1 2 2 2 _ 2 1 2 2 1 2 1 1 2 1 1 2 1 2 2 2 1. 2 2 1 2 1 2 2 2 2 1 1 2 2 28 E008Hle 11.583.14.516 2 1 2 1 2 1 2 2 2 2 1 2' 2 1 2 1 1 21 1 2 1 22 2 1 2 2 1 2 1 2 2 2 2 2 1 2 2 5800207,540W 11.377-11.582 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 15651 21517.25288 2 1 2 1 2 1 2 2 2 2 1 2 2 1 2 1 1 2 1 1 2 1 2 2 2 1 3 2 1 3 1 2 2 2 2 2 1 2 2 5138022C2002e 288E-21515 2 1 2 1 2 1 2 2 2 2 1 2 2 1 2 1 1 2 1 1 2 1 2 2 2 1 2 2 1 3 1 2 2 2 2 2 1 2 2 37.375 EpaHle 17.517-20557 2 2 2 1 2 2 2 2 2 2 2 2 2 2 1 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 380025710024 .14,517-17.510 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 2 2 0182311 11.377-14.515 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 75f107 27.58-31.011 3 1 3 1 2 1 3 2 3 2 1 3 2 1 3 1 1 3 1 1 2 1 3 2 3 1 3 2 1 3 1 2 2 3 2 2 1 3 2 Ctsloin Sae 28517-27.52 3 2 3 1 2 2 3 2 3 2 2 3 2 2 3 1 2 3 1 2 2 2 3 2 3 2 3 2 2 3 2 2 2 3 2 2 2 3 2 5=032=we. 23517.25518 3 2 '3 1 2 2 3 2 3 2 2 3 2 2 3 1 2 3 1 2 2 2 3 2 3 2 3 2 2 3 2 2 2 3 2 2 2 3 2 44 Ea41.11e 20517-23.518 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 SlaamaPro/ew 17.517-20.518 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 0190088, 11517-17.515 2 3 2 1 2 3 2 2 2 2 3 2 2 3 2 1 3 2 1 3 2 3 2 1 2 3 2 2 3 2 3 2 2 2 2 2 3 2 2 5184e5 11377-14.516 2 3 2 1 2 3 2 2 2 2 3 2 1 3 2 1 3 2 1 3 2 3 2 2 2 3 2 2 3 2 3 2 2 2 2 2 3 2 2 751181 31.683-36.211 3 1 3 1 2 1_3 2 3 2 1 3 2 1 3 1 1 3 1 1 2 1 3 2 3 1 3 2 1 4 1 2 2 3 2 2 1 3 2 5140020 Collage 28517-31.83 3 2 3 1 2 2 3 2 3 ' 2 2 3 2 2 3 1 2 3 1 2 2 2 3 2 3 2 3 1 2 3 2 2 2 3 2 2 2 3 2 Ep6Hlo 23517-28.516 3 2 3 1 2 2 3 2 3 2 2 3 2 2 3 1 2 3 1 2 2 2 3 2 3 2 3 2 2 3 2 2 2 3 2 2 2 3 2 48 518024 7732124 17.517-20.518 2 3_2 1 2 3 2 2 2 2 3 2 2 3 2 1 3 2 1 3 2 3 2 2 2 3 2 2 3 2 3 2 2 2 2 2 3 2 2 0412145100 11517-17.510 2 3 2 1 2 3 2 2 2 2 3 2 2 3 2 1 3 2 1 3 2 3 2 2 2 3 2 2 3 2 3 2 2 2 2 2 3 2 2 • 03922550 12517-14.510 2 3 2 1 2 3 2 2 2 2 3 2 2 3 2 1 3 2 1 3 2 3 2 2 2 3 2 2 3 2 3 2 2 2 2 2 3 2 2 g - 0582e9 11.377-12518 2 3 2 1 2 3 2 2 2 2 3 2 2 3 2 1 3 2 1 3 2 3 2 2 2 3 2 2 3 2 3 2 2 2 2 2 3 2 2 WW1 33289-31.510 3 1 3 1 2 1 3 2 3 2 1 3 2 1 3 1 1 3 1 1 2 1 3 2 3 1 3 2 1 4 1 2 2 3 2 2 1 3 2 St2i oI01lWo 21617-33517 3 2 3 1 2 2 3 2 3 2 2 3 1 2 7 1 2 3 1 2 1 2 3 2 3 2 3 1 1 3 2 2 2 3 2 2 2 3 2 SI E08HIe 2168-78516 3 2 3 1 2 2 3 2 3 2 2 3 2 2 3 1 1 3 1 2 2 2 3 2 3 2 3 2 2 3 2 2 2 3 2 2 2 3 2 031311Btu 21517-23.518 2 3 2 1 2 3 2 2 2 2 3 2 2 7 2 1 3 2 1 3 2 3 2 1 2 3 2 1 3 3 3 2 2 2 2 2 3 2 2 49J325 51002d Pro424 17.511.20.518 2 3 2 1 2 3 2 2 2 2 3 2 2 3 2 1 3 2 1 3 2 3 2 2 2 3 2 2 3 2 3 2 2 2 2 2 3 2 1 8 03980580 11517-17.518 2 3 2 1 2 3 2 2 2 2 3 2 2 3 2 1 3 2 1 3 2 3 2 2 2 3 2 2 3 2 3 2 2 2 2 2 3 2 2 Custom Sky 12517.15518 2 3 2 1 2 3 2 2 2 2 3 2 2 3 2 1 3 2 1 3 2 3 2 2 2 3 2 2 3 2 3 2 2 2 2 2 3 2 2 5700e5 11377-12518 2 3 2 1 2 3 2 2 2 2 3 2 2 3 2 1 3 2 1 3 2 3 2 2 2 3 2 2 3 2 3 2 2 2 2 2 3 2 2 Weal 21517.41.044 4 2 4 1 2 2 4 2 4 2 2 4 2 2 4 1 2 4 1 2 2 2 4 2 4 2 4 2 2 4 2 2 2 4 2 2 2 4 2 570d120ane 32617-30.515 3 3 3 1 2 3 3 2 3 2 3 3 2 3 3 1 3 3 1 3 2 3 3 2 3 3 3 2 3 4 3 2 2 3 2 2 3 3 2 054411e 28.517.31515 3 3 3 1 2 3 3 2 3 2 3 3 2 3 3 1 3 3 1 3 2 3 3 2 3 3 3 2 3 3 3 2 2 3 2 2 3 3 2 . 5161030 Proem 23.517-28.515 3 3 3 1 2 3 3 2 3 2 3 3 2 3 3 1 3 3 1 3 2 3 3 2 3 3 3 2 3 3 3 2 2 3 2 2 3 3 2 62 Custom Me 22517-23.515 2 3 2 1 2 3 2 2 2 2 3 2 2 3 2 1 3 2 1 3 2 3 2 2 2 3 2 2 3 3 3 2 2 2 2 2 3 2 2 061051320 17.517-21515 2 3 2 1 2 3 2 2 2 2 3 2 2 3 2 1 3 2 1 3 2 3 2 2 2 3 2 2 3 1 3 2 2 2 2 2 3 2 2 03954/106 14.517.17.510 2 4 2 1 2 4 2 2 2 2 4 2 2 4 2 1 4 2 1 4 2 4 2 1 2 4 2 2 4 2 4 2 2 2 2 2 4 2 2 Q31=38o 11517-14.515 2 4 2 1 2 4 2 2 2 2 4 2 2 4 2 1 4 2 1 4 2 4 2 2 2 4 2 2 4 2 4 2 2 2 2 2 4 2 2 Shaded 11.934-13.010 2 4 1 1 2 4 2 2 2 2 4 2 2 4 2 1 4 2 1 4 2 4 2 2 2 4 2 2 4 2 4 2 2 2 2 2 4 2 2 . Talai 39.517-41.644 4 3 4 1 2 3 4 2 4 2 3 4 2 3 4 1 3 4 1 3 2 3 4 2 4 3 4 2 3 4 3 2 2 4 2 2 3 4 2 O61an57oe 36517.38515 4 3 4 1 2 3 4 1 4 2 3 4 2 3 4 1 3 4 1 3 2 3 4 2 4 3 4 2 3 4 3 2 2 4 2 2 3 4 2 23161410 34517-38.516 3 3 3 1 1 3 3 2 3 2 3 3 2 3 3 1 3 3 1 3 2 3 3 2 3 3 4 2 3 4 3 2 2 3 2 2 3 3 2 75 OJ901,003 22517-3+.515 3 3 3 1 2 3 3 2 3 2 3 3 2 3 3 1 3 3 1 3 2 3 3 2 3 3 3 2 3 4 3 2 2 3 2 2 3 3 2 512022770402 24517-32.510 3 3 3 1 2 3 3 2 3 2 3 3 2 3 3 1 3 3 1 3 2 3 3 1 3 3 3 2 3 3 3 2 2 3 2 2 3 3 2 0480555 28517-23.510 3 4 3 1 2 4 3 2 3 2 4 3 2 4 3 1 4 3 1 4 2 4 3 2 3 4 3 2 4 3 4 2 2 3 2 2 4 3 2 1590 1 25515-20.518 3 4 3 1 2 4 3 2 3 2 4 3 2 4 3 1 4 3 1 4 2 4 3 2 3 4 3 2 4 3 4 2 2 3 2 2 4 3 2 E444411e 38.517-41.644 4 3 4 1 2 3 4 2 4 2 3 4 2 3 4 1 3 4 1 3 2 3 4 2 4 3 4 2 3 4 3 2 2 4 2 2 3 4 2 64 0510m528 35.517-39516 3 4 3 1 2 4 3 2 3 2 4 3 2 4 3 1 4 3 1 4 5 4 3 2 3 4 4 2 4 4 4 2 2 3 2 2 4 3 2 Shared 31518-8.516 3 4 3 1 2 4 3 2 3 2 4 3 2 4 3 1 4 3 1 4 2 4 3 2 3 4 3 2 4 4 4 2 2 3 2 2 a 3 2 8279 7a69 •'-41644 4 4 4 1 2 4 4 2 4 2 4 4 2 4 4 1 4 4 1 4 2 4 4 2 4 4 4 2 4 4 4 2 2 4 2 2 4 4 2 PRODUCT REV ISI1D SEE TABLES 5 F.8,SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. • as complying with 816 Florida "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 Building Code Acceplonoo No / ^I Q \\1aj11111r77j// Ro01s7on: • Expiration � .N�ONY•LYry/y�,,,, p,,,,, By _ �/./.:/:f1-ir c1� UICENse 6, Miami ode Product(ardtis NOTES: Q. No.58705 1)USE THE ABOVE ANCHOR QUANTITIES REQUIRED 'TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 1,*01.- 49 •��p' �2 -. •• �`- Description: 0321'85 By:• 2)USE THE ABOVE MAX ANCHOR O.C.SPACING "TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. A•� Q'- 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI.•• ST TE O lV(0 N.VENICE,F034275 Rtle: Dote: 3)FRAME DIMENSIONS ARE BUCK.'MR"=MEETING RAIL. i0Sl`••R,<ORIDP-.-'•"_: SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. _`G ,'/S,�NAL�_`\`\\. COPYRIGHT 02017 Seriee/Modeh Seale: Sheet: Dmldng No. Rev: fi)REFER TO TABLES 2&3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. • A.LYIV!I)IILt�R,P..E. AU_RIGHTS RESERVED SH-5500 NTS 9 OF 13 MD-SH5500-01 B P.E.#58705 CERT.OF AUTH.#29296 • • TABLE 11: _ Anchor Gimp 8 Anchor Group C Mellor Group I Anchor CuenlBes Required for . 24-Wee 32'Wee 33-Vee 40Wide 48Veda 52-1/61940 5P Wide 24Wide 32Veda 38WW 40Wide 48.Wa - Wide a WW8W W e 'Throgh-Froreinstallation ' GLASS TYPES S B THROUGH Jamb Jamb Jamb Jamb Jamb Jamb .ems Jamb Jamb 1041amaaJ16 MAY NOT BE USED WITH d. Seen n-so De ntrargiat sem eit ii ! ia0iitia i0aet nate / I0itisIiatielKo aeae ¢ ieriais3rii0 J-C EL OR INTEGRAL LKpLaaag®VerrowRe091@2m m1 / mS $ $ P mSi 211 t41 d $ § to d / 2 Haight 4h m •FIN FRAMES _ 23uoS 6 EqIle 11.394 1 1 2 1 2 1 2 2 2 2 - 1 2 1 2 • Wended Cottage 14.517-15870 1 1 2 2 2 1 - 3 2 2 2 1 2 1 2 . 26 Equddle 11.563-14.016 1 1 2 2 2 1 2 2 2 2 2 2' 2 eroded Rodeo 11.377-11.602 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 21517-25286 1 I 2 3 3 1 4 2 3 2 I 2 2 Standard Collage 20.990-21610 1 1 2 2 3 1 3 2 2 2 2 2 2 37.370 E50al411e 17.517-20917 2 2 1 2 2 2 3 2 2 2 2 2 2 5150.0110140e 14.517-17.518 2 2 2 2 2 2 3 3 2 2 2 32 61061e1 11377-14.618 2 2 2 2 2 2 2 3 2 2 2 3 ` - 2 Tallest 27.591-31.011 1 1 3 3 3 1 4 2 3 2 1 2 2 Craton Sts 26517-27.692 2 2 3 3 3 2 4 2 3 2 2 2 2 blended Cottage 23017-26815 2 2 3 3 3 2 4 2 3 2 2 2 2 44 Equal-111a 20017.21616 2 2 2 2 3 1 3 3 2 2 2 3 2 Standard Pm0ee . 17.517.20.510 2 2 2 2 2 2 3 3 2 2 2 3 2 W6tarl Ste 14.817-17.516 3 3 22J 3 ! 2 2 3 3 3 SMea _l 11.971-11.615 3 3 2 2 2 J 2 3 2 2 3 3 ! Waal 31.683.35911 1 1 3 3 4 1 4 2 4 2 1 2 2 Stmded Collage 26.017.31.082 2 2 3 3 3 4 1 3 2 2 2 _ 2 Egumdlle 20517-28.518 2 2 3 3 3 - 4 3 3 2 3 3 2 - 48 Standard Proem 17.617.20.516 3 3 2 2 - 2 3 3 2 2 3 3 3 Cosign 610 14.517-17.518 3 3 2 2 2 3 3 2 2 3 3 3 Custom 630 12517 04E18 3 3 2 2 2 2 3 2 2 3 3 3 E 61eee1 11.377-12518 3 3 2 2 2 2 3 2 2 3 3 3 t 1al1e1 31206-37.038 1 1 3 4 '4 4 2 4 2 1 - 2 _ 2 1 Woad Cortege 20517-]3.207 2 2 3 3 4 0 3 3 2 2 34_- 2 EquaWre 21517-26515 2 2 3 3 3 4 3 3 2 2 3 _ 2 A Cue=8140 20517-23.016 3 3 2 2 3 3 2 2 3 3 3 19.635 61.10.0 Pruden 17.517.21018 3 3 2 2 2 3 2 2 3 3 3 Conan Ste 11617.17.918 3 3 2 2 2 3 2 2 3 3 3 Custom Geo 12517.14.018 3 3 2 2 3 2 2 2 4 3 3 Shortest 11.377•13593 3 3 2 2 2 2 2 2 4 3 3 74le1 34317.41.044 2 2 4 4 4 6 4 2 2 3 2 8tan0.0 Cottage 51.617.3&618 3 5 3 3 4 0 4 2 3 3 2 E5144111e 26.517-31.518 3 3 3' 3 3 4 3 2 3 3 3 81070.0 Peden 21617-26.516 3 3 3 3 3 4 3 2 4 3 3 62 Water SIto 20.517.23.518 3 3 2 2 3 3 2 2 4 3 3 Wotan 890 17.517-23816 3 3 2 2 2 3 2 2 4 3 3 Helen 6100 14.517.17.618 4 4 2 2 2 3 2 2 4 3 3 Wstwn Eta 13017.11518 A 4 1' 2 2 2 2 2 4 J _ 3 Shaded 11.864-13.016 4 4 2 2 2 2 2 2 4 33 Tallest 34817-41.044 3 3 4 4 4 II 4 2 1 3 2 p4101800 38.517-39.816 3 3. 4 4 4 8 4 2 3 3 3 E7uel9te 38.817-38518 3 3 3 4 4 0 4 2 4 3 3 75 Cretan 520 32517•31518 3 3 3 3 '4 4 3 2 4 3 3 I 61en0ed Proem 3.017-32518 3 3 3 3- 3 4 3 2 4 3 3 Colon Eta 28°17.3.518 4 4 3 3 3 4 3 1 4 3 3 5701e1 20616-23.516 4 4 3 3 3 3 3 2 4 3 - 3 Equal. 36517-41.644 3 3 4 4 4 5 4 2 4 3 3 54 Osten 6130 nag.30.016 4 1 3 3 4 4 4 2 • 4 3 3 Standard P31402 33518.39.516 4 4 3 3 3 4 3 2 4 3 3 • 01.78- 701331 --41.844 4 4 4 4 4 5 4 2 4 3 3 PRODUCT REVISAL) as complying with the Florida SEE TABLES 7&8,SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. Building Code• q "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.138 Acceptance No 4/'Ow O.OG l 1\6111111!/7/7 Expiralinn Rale !1 7lLJJ••![.7 \\' wO(LYNN//// Revision: ,/l, \, `, ,.-... / rio,,, By / .0144'x.dye , /`S` 1.10EN,,,. •.�(��, Miami ode Product(Sita • *: No.58705 .Q : Z - Description: Omen Rn NOTES: ala .'��v�.11ll `TE OF 1.7-1. -/:1to� 1070TECHNOLOGY DRB/E ANCHOR QUANTITY TABLE J ROSOWSKI hi <(/ N.VENICE,FL 34275 Date: 1)FRAME DIMENSIONS ARE BUCK."MR"=MEETING RAIL. • %'/FSIs/'`i. . `-‘,3\s NAG�,: (941)-4/30-1600 O3t7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. , ONAL 1\1\6 POTP01118TN020NC. Se7/eslAtodeL Scale: Sheet Drawing No. Rev: 3)REFER TO TABLES 2,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.LYNN MILLER,P.E. ALL f°GN7BRESERVED SH-5500 NTS 10 OF 13 MD-SH5500-01 B P,E.H 58705 CERT.OF AUTH.#29288 • - 3.500" - -�• 3.500" - 3.500" - 3.500" -.-II-e-- .062" -.-I h+- .062" -.-1-.- y - .062" - + .062" - , I l^� lJ^SII .960"I 1.184' I a�O 11 1.483" �a L f E ,.483' -E- ^ fU 1.463" rj-fl 1.483" .070" �� 070' IIL� t 11 I( ILLLOJJJ l -1i "11 Ir 1❑ I ii I( I❑ 1 I 11 If 10 .715" " -=-...--- . L u 1 L 1 __FT'- .rd., 1 o 1-.71 .8,9 -.-I 1.185"� r� Imo- .150" .6T- 1.375" O HEAD/JAMB L FRAME .625' -.-1 - O HEADCI�JAMB ME 1.375' O HIEAD/JAMB O HEAD%AMB FRAME LIGHT SASH HD SASH It i �- 23 REINFORCEMENT 25 REINFORCEMENT 070" -" I-- 1.182' I-.-.-. 3.483" --.-I 3.483" .-I 3.483" - -"'I 3.483• .--I �_ .070" ---IFS- .062' j -�'II-*-- .062" �I 062" x.036" 1.041" 7. -.--II-*- .062" .791°J L 1 130" J D C O \ 2.444° \ 2.444 C 1.331' r� -�I 1.340" �- \ 2.444" 2.444' as L 28 STANDARD MEETING RAIL 27 REINFORCEMHD MEETING ENT a �❑ r 1❑ �jr----11 Ir 10 1 r�/ �� REINFORCEMENT --ll 11 i( f IOI U R 11I f(-I( )❑ • 625" 1.375° EQUAL LEG O FRAME SILL 625" FLANGE 1'375" C�SILL FRAME FIN O FRAME SILL f'" 5 O FRAME SILL L 7 8 1.872" -.I � 1.841' � ' T 1.215" - 1.630" 1.376" -.,- t , 2.100" -.{ 2.176" 1.472" .-{ 1.565" .065" o O .065" 1.375" .974" 1f17.- -1-4" --i-j---yr .590' .471' .590" \� 347" I _355' .050' .050' --.-I 1.231" I-- -.-I 1.000" 1-- .035" .060' f .070" .070" SASH LIFT RAIL LIFT RAIL \BEVELED BEVELED 14 MEETDING RAIL 16 SASH RAIL r,-..," CORE 18 SCREW COVEROOVER .c;')INTERLOCK 20 INTERLOCK COVER 27 INTERLOCK 2 INTERLOCK COVER PRODUCT REVISED as complying with the Flmidn Building Cods 1111111I1II,1,, Acceptance No i7•OSt.65 • I • Iy , �,{LYN,y�'., Revision: I:4plr®caoDate ,....- ,,,,\,,,,t>,....,... 2oZp .864" .316" -.{ may- .300" I , �Qa•.. OCENg..ft, '•�e,��� .//��� By M./,e,.Aa.-oar .175' 1 1 NEiani-. &e .,. Cu6� 5.754' .750" * No,58705 % a a } .035 -�{� .025" -.----- (A..... "--1-__-2.. - Description: mow'^�' LAMI IG EXTRUDE ROLLED ��•' ATE F�'••�1� 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI O72 80 81 ' 'n p '4/ N.VENICE,FL 34275 BEADING SCREEN FRAME SCREEN FRAME (� •'•.�ORIDP,.•'• C�� 778e: Dote: ',1SS,1 ,..... \r,,' (sal)-0e0-1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �,,��NAL1E11.� POT COPPmU91N02017 ALL PoI50TRIHTS EERNINC. Series/Model: Scale: Sheet: Drawing No. Rev: A.LYNN MILLER,P.E. SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.E.#58705 CERT,OF AUTH.#29296 SILICONE HOT-MELT BUTYL TABLE 12: TABLE 12,CONT.: STRUCTURAL Bill of Material Bill of Material,cont SILICONE STRUCTURAL 444. SILICONE ' 3/16"NOM. 1/4"NOM. FOAM # Part# Description _ Material # I Part# _I Description I Material POLYISOBUTYLENE �I WITH "I W1TH DESICCANT 1 620101 Single Hung Frame Head&Jambs-J-Channel PVC 45 720197 Auto Lock Mechanism C Steel DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 72019889 Sweep Lock Cast Zinc EXT.GLASS / EXT.GLASS / • 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 72019586 Auto Lock Cover Assembly Cast Znc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS /� / 5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Znc 8 620106 SH/DH Frame Sill-Flange PVC 50 776X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled lilt Latch Comer Key PVC 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC (;)KODISPACE SUPER H 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FSDS(Comer Key Screw) SS 4SG TPS O SPACER®NXT TM 16 620129 Sash Rall(Sides,Top 8 Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover • PVC 56 720207 1"Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC • REINFORCEMENT POLYISO- DESICCANT FILL AREA 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Znc BUTYLENE 5116"NOM. 21 620157 Beveled Interlock 6005 15 Al 59 420180 Pivot Bar Corner Key PVC \5/16"NOM. SEAL 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTYL 8 , r�� SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast Znc DESICCANT ROLL-FORMED I 9 FOAM, STAINLESS STEE, 25 620152 HD Sash Reinforcement 606316 Al 64 720194 Sash Pull Handle With Latch Assembly Cast Znc 26 620153 Standard Meeting Rail Reinforcement 600515 Al 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 4 ,,IIi 27 620154 HD Meeting Rail Reinforcement 600515 Al 66 420188 Bottom Latch Strike Plate Cast Znc EXT.GLASS 30 61644 Weatherstrip,.18T x.270"Fin Plle 67 77858B #8 x 5/8°Ph.FH SMS(Strike Plate Screw) SS 4.,/ir 4- 31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstrip Plug..220"Finseal 75 71646N Setting Block(7/8"x 1"x 1/8"),85+/-5 duro. EPDM DURASEAL® XL EDGET" 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7e SPACER 7s SPACER 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Corner Key with Pull Ring X 2 PVC 40 720)0000( Constant Force Balance 84 47041 Screen Corner Key without Pull Ring X2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material PRODUCT REVISEDcs complying with the Ftxida -- -- 76 Kommerling 4SG TPS Spacerer Building Code System See this "%will,' !!!!, A,ccep(nnceNo!7-0430,05 77 Quanex Super Spacer nXi with Hot Melt Butyl Sheet for pC1Y LYNN/''�, Revision: E,Irei nnate RLaXfS � ���-_ j 78 Quanex Duraseal Spacer Materials ��a L1cENSF �(, - �_► Y ;Ptde , 79 Cardinal XL Edge Spacer . P:' . REFERENCE TEST REPORTS:FTL-8717,8968&8970 _*: No.58705 �Vl� Description: Drown lily:'t : *: =7.p - a (-7- Cr; 1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSKI Qom''. STATE OF (v�,i: N.VENICE,FL 34275 • Me: Gate: /S' ��OR..... \�..� (941)460-1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: /�'rS�ONAL ENG'`\ rcTarous°ET21INC. 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. !!1 I I I 1111 ALL laGErS RESERVED Serfes/Nodeh Scale: Sheet: Drawing No. Rer. 2)ITEMS#9-13,15,24,28,29,34,39,61,62,68-71,8 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LYNN MILLER,P.E. SH-5500 NTS 12 OF 13 MD-SH5500-01 B • P.E.II 68705 CERT. •OF AUTH.#29296 OPT.SWEEP LOCK 0 OPT.AUTO LOCK I H. , 4: 0 1 1 kyrg ..... 1.111 I \_ I0 ;Ca.. "11: , ,(' OPT.PULL RAIL ``�� \� 22 :yi82 ORU !: INTERLOCKS '','''' vt'V" COVER j \ t tk"�� ,QO _ \':,,1:,,I ® OPT. , BEVELED O MITERED FRAME WITH '``� ! \ ®INTERLOCK . is I 8 COVER INTERIOR AND EXTERIOR \- FRAME WELDS '`` : 18 1'5" 0 % X4 per, , ,`��,~�% 0 TDBP�NCE-•-----'•-..•, 1117. ��'• �s'il� SCREE.TAGNES' . II �`� � p :--•-' � � OPT.PULL HANDLE ASSEMBLY i O�' \. "- WITH LATCH DETAILS •� yh Ir • CONSTANT FORCE g i 1 0 82 OR� BALANCE • ----------------- _.' �?� \�..`r1 41 %� ®� \\�;% OPT.PULL �OR 43 \'ti II SPIRAL BALANCE HANDLE 1 OR I O `;s m 0 -1-'"--- ASSEMBLY' ; SASH MITERED FRAME WITH / INTERIOR AND EXTERIOR \� ® ASSEMBLY �'�/� / FRAME WELDS \\, � --------- ,�� I 0 DETAILS '`'••• i /// i y. r -----•. (I) ••.�. EXTERIORS• 53 © ti Florida 0 ii �jI = ACkE3 70 9q�NCE �. �' "f20DUCT REi��75En � • 53 m cam ing ton I tf Y BuleledPing Cude FRAME s;`dx ``0t%ti014Y-Liii,,,/,, Revision: Acceptance zpi Inn Dat No Iil-r ��1z620 Expiration T 611 „„,, .„, ASSEMBLY `\ z.`\``z. ...•0 ENBkc.Qe ��'�► nni r Fla L.xtu/ *; No.58705 = • _ V® Description: Drown By: EXTERIOR =�- '.- .°"-63r2_44,1£ 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: %Q�••. PTE op :•4j` N.VENICE,FL 34275 Title: - Date: c�`•'•,.(•pAIOp •• (641)-480-1600 • SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. '�iSS G\�`� tot'rRaRrozotT 2)J-CHANNEL FRAME SHOWN,PARTS t 1 8 5.OTHER FRAME TYPES APPLY. ',7'CN.I IL1 N PGT INDUSTRIES,INC. Series/Model: Seale: Sheet: Drawing No. Rev: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 887. A.LYNN MILLE111111 P.E. ALL RIGHTS RP-SERVED 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. p,E.M 58705 CERT.OF AUTH.829298 S H-5500 NTS 13 OF 13 M D-SH5500-01 B Kms_ M IAM A MIAMI-DADE COUNTY couNN PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www:miamidade.eov/econdmv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 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 NOA#16-0218.03 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 Jorge M.Plasencia,P.E. NOA No. 17-0630.01 MIAMI-DADE COUNTY s Expiration Date: May 26,2021 ./,,2 Approval Date: November 09,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia, Prod uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5o' Edition (2014) and FSC-6th Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M.Plasencia,P.E. P I duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-2 • • SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: E{ ^ NON-IMPACT OR LARGE AND SMALL 0 1)DETAILS SHOWN ARE FOR THE MULLION ONLY,ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE � }} MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN,EACH SITUATION IS UNIQUE AND SHOULD BE ( SC TA EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.........„.._.......,„...1 I\ MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS.....-..._..,...._._....._, idmi FIGURE 1: ELEVATIONS.................„.._......,.__.1 u 2 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONSMULL TO I2X WOOD........._..........T o YMULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE ) MULL TO IX 8 MASONRY `-' MULLIONS SEE DETAILS INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES,,.........._._..2 LL A.DETAI RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY....-.,..._..........3 =- ' -- SHEETS 2-4 SHAPE MULL TO STEEL STUD...................3 B 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL To MULL......................_.......3 ' ' DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180.THE 1/3 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS_.,,__.__.,.-_4 0 Tn g r %tel til / ```:\ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALwTION_..._.......4 Z LU 1 X 2 X,125 MULLSPECS...._,...._..5 w Q Z //;;''�/ ����L I X27 X.MULL SPECS---....6 rx J U3 •\1 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF DTl-IERS AND IS BEYOND THE SCOPE OF THESE I X 2.75XX 5 M LLS ECS_.......-.7 2 - CO INSTRUCTIONS. 1 x 2.75 X.65 MULL SPECS__ B L Z g = - � I 1X3.125 X„500MJLLSPECS 9 8 H.- seATHRu o I / III 7 11 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X47.125 mull SPECS.___...._10 O W O o SHEETS 74 _I_-_- _ — _t_I SEE SHEETA S 1J5 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 11010.375 1,%j�TUBE MULL 5� --;� a j ; CO W _-I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN H' C7 ^I I i I 7� I I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. z 125 X 3.2521.101)MILL SPECS.,...13 ci D J Q VERT OP INtl 1.26 X 3.25 X.624 MULL 5PECS.....14 5 z Ui P� , 2 MULL HEIGHT' 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S), 1.265314 X.624 MULL SPECS.,,_15 01 z $ 50 LENGTH HORIZONTAL 254 X.25 MULL SPECS_._.._,„„..,,15 w Z f O MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,WOOD BUCKS BY OTHERS,MUST 2 X E X 25 MULL SPECS_............17 J C aZ f f �� SEE DETAIL E. BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 309 3,11 0.1AY MULL SPECS........is <26 MULL SPECS-18 L4 AS APPROPRIATE FOR SUBSTRATE MATERIAL,DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 45'x 3.25 BAY MULL SPECS......_20 3 Z F Q o1 pl REACTIONS. MULLION 5 CLS'DIMENSIONS,,..,21.23 .- . 0 z (--.1.1 EXAMPLES 1 6 2............._.........._.24 Ls )- Z gi CO T 3 Bodo FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRAGON/AGGRE-GATOR NOD'S LOADING EXAMPLES...................._25 P' Tn o 0 I PRODUCTS MAY N w BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED A TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH 0 wcc CO N / MANUFACTURED J i i BY PGL PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. O U C7 ¢ O O 101 MULLIONS ARE IN COMPLIANCE FOR USE IN THE MU11l O_E m0 co /SEE DETAILSoon Wmd' I HORIZONTAL `- A-0,G,H: 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING ' U S -'&-2 MULL SHEVI 5 2.4 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA PRODUCT REVISED LENGTH HORIZLNTAL as complying with the Florida — MULL • Building Code LENGTH INSTRUCTIONS: NOA-No. 17.0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FPI FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Onto 05/26/2021 BY /TORIC MULL LENGTH— 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF TI IE FENESTRATION PRODUCTS FRAME DEPTH„ MULL F—OPEMNG WIOTN----I r— I Mlam do Product Con rf� —I LENGTH _I 1 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR'OR TRIANGULAR/TR 4PEZCIDAL'. MIr OPENING I� I 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FTI FROM TABLES 1A THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING HEFIGHT �' THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE OPENING MULL H°RI2 vogo. MULLION CAPACITY(LBS/FT'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSJFT')FOR THE OPENING O AINED IN HEIGHT LENGTH MULLIMULLSTEP1).1111 LENGTH6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE IIIS_ REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BV THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MUWON CAPACITY- IDTH1 1L11111Iir I SINGLE MULLION SINGLE MULUON �FpN VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE • ���� .Y LYNN �7i3O FOR OPENING WIDTH VERTICAL ANCHOFUSUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ;�'��0'�,1GEN$F����( CAPACITY IS MET. ` �"Z- .,F�'= -Th,SEERIGURECORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LBS/FP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE No,58705 FROM FIGURE I ABOVE. - *' *_ OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ , CODES I STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE _-0 V 1 �- 42017 FLORIDA BUILDING CODE(FOC),6TH EDITION • :7;13_Li'l! ��/SS�fI, - 17- 42014 FLORIDA BUILDING CODE(FSC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION % ATE 0 (V. •ANSVAF$PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION i'� •�LORLOP.•'„ \` *ALUMINUM DESIGN MANUAL-ADM•2016 PRODUCT ASSEMBLY. • v •AISI 5100-12 T7 S'ONAL�?0• •RISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN MIWERRP.E. , FL P.E,#58705 1- 5 DETAIL A: DETAIL S: -' ON i� {c MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRYOR ORAND WOOD , PER SUBSTRATE. UBSTEE Ts s•18-t38 iii (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, p SEE NOTE t. - N 51'7-MULLION MULLION SHEET i. ' � 0 i - SEE SHEETS 'a y�;l \I MIN 2.7 ASI '• ��x'-' + EDGE LU - I EITHER TRE j 21.23 FOR HOLE d I =' CONCRETE OR CHU' U) STANDARD OR a ti, 11111111,0011°: "� LOCATIONS ° ' '••• •'DISTANCE. ill J OFFSET'MULL ahil: y SEE SEE TABLES (— CLIP MAYBE DISTANCE .( ° 't: n FOR MASONRY 18.139 INSTALI,EO BY °a �II (7 LIJ—a,• SIDEVIEW J• RThE2• ARD ORZT MULLz P .s„ .4 ° - / 0 EXTERIOR Al ✓r% INSTALLED BY F-a aY '�O 1 ° EDGE ° //�/ . . At��� THIS METHOD, VJa d2 n C DISTANCE 4 Q r r FOR ed z Q z N m • MASONRY �/} I THEOFFSE7 CUP IS ANCHORS t RECOMMENDED FOR ° n. 0 Q AO NC EXTERIOR 4 FIN-FRAMED ° a E- m'"' $ A ° WINDOWS,BUT MAY ALSO BE USED FOR . TLLI OTHER FRAME TYPES. 0 CO V N, Q ? I ¢ OV) 0 R E , j a . k�mp TYP.ANCHOR TYP.ANCHOR8 1 TYP.ANCHOR J�PER SUBSTRATE, 1 PER SUBSTRATE, H $ ❑��-i S• EE TABLES / SEE TABLES IB•LEN i SEE TABLES IB•f38 SEE TABLES 1e-188 EPGE END PRODUyCT REVISED : . 10.,.:1...„ i i"'��- SEE TABLES il�ir IIIA BU ANDRIP Buhid ng complying the Florida EMBEAMENT � �" 0).%/0 -- yi/ 78.138 •• �.'. ATTACHMENT NOA-No. 1 7-0630.01 i � BUCKSTRIP ` .�-. �_i L AND %� r T � , EMBEDMENT• BY OTHERS. �'- ATTACHMENT ./ � I ' SEE NOTE 1, Expiration Date 05/ 6/2021 1 .. ....`•. ;...,y. SHEET I. 0Y OTHERS, SEE NOTE 7, • ..... B SHEET 7. - Mhaml a Product Control . •y .. MIN 22 KSICONCRETE OR CMU SIDE VIEW FRONT VIEW FRONT VIEW . INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ,,f411111111)J 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION S\,' <J--LYNN ,,, ,`,,2,0,,.......,.21/ !, ONLY.BECAUSE TFiE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �� '410ENSF••`.Cts� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS-FOR DETAILS AD,EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. _*I No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAO OR FLATHEAD. _ :a----_-,...4,7,7, •: - 17 r : 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. -'7JQ••, S AZE,G{l '''/",� 5)FOR MASONRY APPUCATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ,.,�(,`s'•,;�,CORIDP.••..e,,ti ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. '1/,'O{'NAI..E�t`ti' A.LYNN Mh I ER,P.E. FL P.E.#58705 • DETAIL E: tl MULLION TO MULLION ®"i § i DETAIL C: --, .izsMIN. INTERSECTION NOTES: o X MULLION DIRECTLY ATTACHED TO �P y (U-CLIP) _ MULLION 1)MAY BE INSTALLED IN"TEE'OR'CROSS' �`aik 5 o MASONRY STRUCTURE F INTERSECTIONS. (STANDARD CLIP SHOWN) VARIES ; S V i I 2)MAY BE INSTALLED HORIZONTALLY ,� .ANCHOR i �^--I (SHOWN)OR VERTICALLY. um 1 ID J • _ N I EITHER THE I I PER su85TTWTE, i. --,7 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 g o 0 STANDARD OR -y V _ I 'SEE TABLES IB-73B —' FOR CORRESPONDING MULLION. m ~ OFFSET MAY BE I I I TOP VIEW Z �' W CLIPLu MAYBE \ I I T • EDGE DISTANCE MULLION W O S INSTALLED BY II„0 '�I e FOR MASONRY W THIS METHOD. �I I VARIES I I J V) • ANCHORS R12 STEEL SCREWS, SELF-DRILLING OR PRE-DELL W o I-- C1\\���MULUON AND USE SMS /� W V) O !n /f m (/) W `' A MIILLION I- Z CD CCD EXTERIOR °` ° ` ` ° o • Q , �,�,�` ..-"' THE OFFSET CUP IS g _Z 0 i I EDGE DISTANCE ° �,� ' RECCMMENOEDFOR / tri oU FOR MASONRY �� FIN-FRAMED INTERSECTION W -. D_1 B >O ANCHORS WINDOWS,BUT MAY U-CLIP D FOR J H [{ fflZ • DTHERBRAMET PEs. EXTERIOR 0 F Z r r rn 5 TYP.ANCHOR '° Z Z Z ¢ N PER SUBSTRATE, ° F ..Z Co (p SEE TABLES 18.138 SEE SHEETS CAT FOR a I— B O pj0 7 /� AND TYP.ANCHOR- HOLE LOCATIONS r ( J0, 8 o PER SUBSTRATE, Y Y SUCKSTRIP ! , SEE TABLE97e-738 FRONT VIEW EDGE E�Z�+=�z�3� W -"I ATTACHMENT DISTANCE Q 0 F CO !n SBYEE NOTE 1, 1. SEE TABLES 2 () z Q 9> c SEE NOTE t, G Q Z O O EMBEDMENT ,,• •.. '�, .:•,^ SHEET I. g• ' EDGE §i. , mO SO • ' - DISTANCE rSEETABLES SIDE VIEW ° 5 „ ���d� MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-13B 0 a FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO as complying with the Florida 1101°- STEEL STUD Building Code (STANDARD CLIP SHOWN) NOA-No. 97-0630.01 STRUCTURE Expiration Data 05/26/2021 INSTALLATION NOTES: BY TVP.ANCHOR • Miaml-0 a Product Control 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • /, PER SUBSTRATE, ' SEE TABLE578-730 - 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION .I SEE SHEETS ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE o.__________ 27 CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE - LOCATION — HOLE FOLLOW ING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. S 9 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. � . MULLION ® ® 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. .__,7'-- ® EDGE 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED kill DSTANCE \`\LT7`7t``tY LYN,l1�''',SEE TABLEB Q`v,.....,A. Y�ELCO UL7RACON OR ELCO 114"5.5.AGGREGATOR MASONRY ANCHORS, FOR s7EEL sruos THINNER THAN to-t3B '..`X �� FRONT VIEW 7B GA AND COMPLIANT WITH THE PL BUILDING P�1 VICENSF••,(�� CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. No.$$705 USE WOOD ANCHOR SPECS -* EXTERIOR SIDE VIEW = *_ NOTES: - �'J 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD / • I T- - .-;94;•.. TATE F 4.7 ANCHOR VALUES MAY BE USED. ' (C.'•.;�CORID_P,.•-•.��.` 2)SEE CORRESPONDING MULLION TABLES, '/SS/O.""' . A,�' SHEETS 5-20,FOR QUANTITY OF SCREWS. /�,rX i,�'I l..AIR)Y�.E. FL P.E.#58705• ) i DETAIL F: DETAIL G: DETAIL H: frill:6 Ili 2 cc 5 FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) {^11. :;-1 o SEE DETAILS A-0, ",.. oZ SHEETS ERNS 3 FOR INSTALLATION BAY MULL TO SPECIRC SUBSTRATES, 110 CV MULLION �- ,'ir { o 0 O O .% O Ili iIO OO Ilo - 0 .p�f • O j Z in 0 • O O TOP VIEWo SIDE VIEW • .r W U C3 4 SHOWN WITH rxsx,126. TOP VIEW m 0 0 co W MULLION � fiY � yy F co 43 0 I I TYP.ANCHOR Q z EXTERIOR I I trY PER SUBSTRATE, 7 H- x `� Cb I SEE TAOLES 166 OR 100' Z = U STANDARD MUWON CLIP TYP.ANCHCM �L 2' ;�Q MQDIF7ED TO FR FIEID PER SUBSTRATE, y F �Z CONDITIONS. SEE TABLES IB-140 • - EXTERIOR CO r .� Q z 2•X5'ANGIE CLIP, H- Z < KTi ZE 2 PER MULLION END,MUST BE Q 0 z (�t MELLON ,� INSTALLED INSIDE OF BAV MULL. F F CU1106, :oillIP111;_. 1 Ox 6'x.126- ANGLE CLIP, i-- cni__<1,1 A 0.2 63: ' > 4 - ., �„ I I 2 PER MULLION END, Q Q > MUST BE INSTALLED �_- Q Q d i INSIDE OF MULL. \__ ZNO IO 0 OP' ''' ..:::'. \\s_TYP.ANCHOR ' / PRODUCT REVISED PER SUBSTRATE, \� as com 1 Ing with the Florida SEE TABLES 113-1713 Building Codo INTO WOOD, NOA-No. 17-0630"D1 STEEL,ALUM INTO WOOD,STEEL, STANDARD CLW TORE EXTERIOR OR MASONRYOD, ice EXTERIOR Expiration baro Q5/26/2021 ALUM,CMU OR MASONRY MODIFIED rN.PrEID. 100L ALUM \''' � f/ ¢ OY r''Or � '/// � � ��l Miami Product Control ® ® 0-*„... lii INTOCMI)OR STEEL f/ffi� ALUM,CMU OR MASONRY /�/ EDGE f/f/ /�/j / DISTANCE z �/ �40 PER O EDGE ANCHOR DISTANCE tlC //�/�% �^--- —% 2 tri yy t I 1 1 PER ANCHOR %// \��yJ NOTES FOR INSTALLATION OPTION G&H: g .�``` DNY LYAIN '',,rr �i����+�����o�fz2 " 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. z ti`Q7•'. A10EN,q� f1� NOTES FOR INSTALLATION OPTIONS F: *,: •.'w -:- 2) r- No.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X 2.11"X,125"MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE Cf '• LOCATIONS, rL n 0 2)SEE TABLES 1B-1313 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 1513 OR 165 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE cite �,��•'•, I Ti7Z C Ir' LOCATIONS, S .t� ATE r� :•(V4t 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. %�Sy•'•:°<ORIDP.. �C�,�^ f''/�joivAi*ESC\'`\\ O-. A.L7 tUIMll.L�,P.E. 0 FL P.E.#5E1705 1 - .. _ - __I TABLE 1A • e g Mullen Capacity Table Oben • ti Opening Ranh(for vedgy- icasparrcirg mUlNors)or Opening Height(for horlmrlfa0}�spernirg muPorts) rC 501n 601, 70 In BO In 90/n 100 M 1251 1401n 16010 ; Wo Rectangular 7apmtan0. Rectangular Trap/Tdang Rectangular Trapneang, Reclan91ar lisp/131ang. ;Rectangular 17a7Y1llang. R.onng,e Trap/Stang. Recten9lm 1168(8rlaip. Rectangular 11ap/Termg. Reetangular T,nVllI ng.- .� 1 x 25.125 ,Lauding Loading Learing Loading Loafing Leading Looting LoadIng Lowing Loading Loading Lowing Lowing Loading L Leading Loading Loading Lcading R• , Atom.Tube 4 r $ €_ i'.-. 4 a z F >z ,t ,t :4' r ,b• k i"a.. t r r A" Aqq' i"..... LL Mullion J A. R RI a h. kg 1 kg g 11 is tea 1 kg, rig I J1 1 Ag 1 68 z RI R gg r gg 1 gg 11 3' gf Irl 4V 21 io� t a P p �� s s� 8e' �� � h. rig �s �p $ °p �g s� o v _a 4 ga la . s1. ' ii. i la . §a ;a la 41 is 1 1 �a 1 ;a 4 4� 4. 31 . b 4a . z 2a) W :la 41 EE o w 42 In 111.9 408 128.8 322 832 400 115.6 325 70.0 408 157,0 321 00,9 408 104.4 319 -931 400 104.0 319 55.9 404-. 1916 719 46.6. 408 1046 719 39.0 408 104,0 319 360 108 104,0 319 Lre J 70 481n 74.8 312 03.8 258 92.4 312 73.4 252 53.5 312 87.0 248 486 312 832 246 41.6 312 61,3 244 37.6 312 81.0 244 31.2 312 01.0 244 20.8 312 81.0 244 23.4 312 81.0 244 5002561 43.9 381 70.8 234 53.3 281 01.5 228 45.8 291 55.7 224-300 281 52.1 222 35,5 201 50.1 220 31.8 241 49.3 219 26.8 261 49.3 219 226 201 49,3 210 20.0 281 40.3 219 ~ 1' _ H 511n 52.6 247 17.5 207 43,0 247 48.8 202 37,8 247 44.0 199 329 247 41.5 156 29,2 247 39,4 194 26.3 247 38.1 193 216 247 39.1 193 1 16.8 247 30.1 193 18.4 247 38.1 103 R CO O-- LO - 7 co W m 6 '3 606.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.6 163 24,0 200 269 160 21,3 200 27,1 159 19.2 200 25,9 157 16.0 200 25.0 150 R I- r9 0 5 J 6715 33.1 73/ 35.7 155 27.6 161 332 152 23.7 IBI 29.9 140 20.7 IBI 24,3 110 10.1 161 22.0 144 16.9 191 71.7 143 Z 4.7 D x W 66 In 78.5 166 30.0 142 24,0 165 28.1 139 z fn g d 20.6 186 27.1 136 18.0 165 21.0 134 .. - � U 3 1� • f7215 22.2 139 23.3 120 145 139 19.9. 118. 15.0 139 17.5 110 y O 781n 10.9 125 147 108 167 123 15.6 107 01 Kz 761n 17.5 1116 18.2 104 I i I 0 J 3 Z - Q N Qf TABLE 1B • ANCHOR CAPACITY ADJUSTMENT FORMULA: 69 Q > z Anchor Capacity Table pas) n F' lD o"o 5u0et5t51 2.70 Concrete 3.50 Cono. Onlow CMUANCHOR CAP.�,°,, f7 ° a FuledcMu PT Wood Ment (DP)X\ )=ANCHOR CAP.-, a '5776'Eko 1/4.86 Elco 5/18'Eke 1N'SS Elea 010 Steel 012 Steel 012 Steel MULLION CAP.,,,,,,,,, o W Archer Type/ 9118'609I666car 1/4'Ele1 Ullman 11C Eko letrmon iM'Ekp UNecm x Anchor Clip Patterns Uluaton AggraGelar IAN.an AggreGa(or Borers(GS)Screw(CSI Snow(G5) USE This FORMULA TO OBTAIN TIE'ANCHOR tY Y w Edge DOW.On): 1' 2-1/2- V 2.12' 8-110' 1° 2-1R' V 7-frz' 2' 9-176' 7 0.46" Ost• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN ® F- N Embedment(1511 155- . 1-374' 1-374` 1 374' 2' I-1/4' 1.1/4' 7-1/4• 1.1/4' 1-1/4' 1-tic r 1-3/6• 1-38' leans ACTUAL PRESSURE REQUIREMENT FOR THE 1=9 (_) Z O O 2 Anchors 43 4.75'Mln,O.C, Standard or OOael qip(Fig.1): 300 lbs 300%a 450 03 880101 1644 ma 270 lbs 260 ms 354 Its 740101 374156 664 roc 545i, 341 ms 412101 560106 OPENING,WHEN IT IS LOWER THAN THE MULLION rq Cl) 4Anchse 43 1.15 Mln.0.0 1086Mard(or 089-38 cep(Fg.34: 436 lbs 700 5a N/A N/A WA NIA 380%a WA N/A - WA WA WA 602 6a ' 805 ms 1120 me CAPACITY(FROM THE TABLE)OF THE SELECTED ag u m0 4 Anchorsfp3'8gn.O.C./(2)2s5 Anglo Gips/(Fig,3T 760166 76016. _090104 156016v 1890 an 54010. 5601m WA 780 me 74615, - 83016a _ 1892 lbs MR Has 885 ms - 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 AnOC.®0.45.861.0.2.I ULOp 011p.125-A6nn-(Fg,17 WA WA WA WA WA ' WA WA NIA WA N/9 NIA - WA WA N/A , 715 Its CAPACITY WHICH MAY BE USED TO QUALIFY O 0 o o '*1� 1Maher/FLfry(F5,5): 195 Its 1851bn 225166 . 445 Ma '82286 135116 . 140100 177%a 370lbs ' 107 gra 33216. 473 lbs 1701b, 221169 ' 290Ita ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2 Amhore 431.10'M61.0.C)F{712(Fla.011 2401be 1350Ilea WA WA N/A 11/A 190101 WA N/A NIA WA WA 341 lbs 412 lbs 5001ba ANCHOR CAPACITY TABLE as complying with the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building code NOA-No. 17-0630.01 ' Expiration Date 05/25/2021 BY ,....-4S:__________,Product Control FIGURE 1: FIGURE 2: TABLE NOTES: - 0 0 0 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, • 0 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, ---j 1,000' r--- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. /iii FIGURE 3: j 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •7 0 0 • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000"i e' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 r 11 11 1 1/,7 ANGLE CLIP MUST BE USED IN PAIRS. % ,125' ��781 NY IYN,y ''�., 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED / / •� 0,.• •.•-,- 41 G CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED -"°r �?..`,.;.•' LICEN,7 /<' FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053T5 AND BE A MINIMUM OF.125' F R' --- ..-, • ® THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND•045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2'X.120'MULLION _'7} No-58705 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _ . 71-_ 0 0 0 THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL 1&6 S.S.OR 410 S.S. _-Q . . 6 . � %` STATE F . �: -,-.....9c,....., 7' '���ss-7 f1 ORI D1`.•NGS.� '�7,6NAt ' 31' A.L'Ifni N1IBrE),P.E. FL P.E,#58705 • • TABLE 2A $^ Mullion Capacity 7able1lbilFt2) e 'e Opening Width(for vertically-scant-In /notions)rg/notions)or Opening Height(for horizontally-spanning m16Pon9) � �'� 1 501n 601n 701n 30In 60 in 1001n 1213 In 101... 18....,..__0 N ti ti Tlap/Tduq. Rectangular Tmp'rtang. Rectangular Trep/Trias9, Recerg2s, TyyTdang. ReeLmgrdar Trep/Tnerg. Rectangular Tmp7drg. Rectan• HH� 1X2:.776 Loading Losing Loading Loading Loading Loadrg Loa1lrg Loading Loading Loading Leading Loadbg 1404131 Tr Loo,g Rectangular TreL�dng R i�ng r TnLo dng .� C•. ..` w Alum.Tube F F x g i = g a a y 3z o Mullion - A € a K al a I g6 €g z g� ; g gg I a gg Et 1 g a" F a A^ A L LL AI P 3` 7 J o (i d^ ua 3 " d ^'0 8` 8 7 dam` 7� g � o Eg 111/ 1li11 / 11 /I21 ' i11 aA �1211 /IitIIit11itlili11 111 -gl gE ii i iit1/ itIIsl1 Z .coi L _ o w 421n 170.0 620 170.0 435 151,3 4.52 170.0 478 129,7 662 1750 606 113.6 662 160,5 518 100.8 680 188,5 517 909 582 153.9 617 76.7 662 1669 517 64,8 662 189.9 617 56.7 802 1638 517 4 = 48 fn 171.8 507 130.0 419 101.4 607 119.2 410 66.9 507 106.7 403 700 507 1726 399 07,6 507 69,6 397 509 507 99,0 396'60.7 507 99.0 396 43.4 507 99.0 398 360 507 99,0 390 LU j 00.825in 103.7 456 1146 379 884 466 99.9 371 74,1 456 905 364 64.8 456 646 360 57,0 456 '61,3 357 316 456 600 356 432 459 80.0 356 37-0 456 80,0 356 3Z4 458 800 356 F W m 2 541n 85.4 400 93,3 336 71.2 400 80.9 328 61.0 400 72.7 322 53,4 400 07.3 318 47,5 400 64,0 315 427 400 82.3 314 35.6 400 61.8 313 305 400 61.5 313 26,7 400 81.8 313 (2 W C 6 60 In 62.3 324 569 216 51.9 324 57.5 270 44.6 324 612 264 369 324 459 260 34.5 324 43.8 297 31,1 324 420 255 260 324 40.5 253 222 324 425 253 19.5 324 40.5 233 F=- OD 0 n63 In 639 204 67.4 252 44.8 294 49.2 246 38.4 294 43.8 241 33.8 294 368 237 200 291 37.1 234 239 294 35.2 232 224 294 33,5 237 10.2 294 33.4 230 16.8 294 314 230 Z . 081n 468 268 49.5 230 35.0 200 424 225 314 268 37.6 221 29,3 258 341 216 20,0 258 31,6 215 23,4 266 29.8 212 19.5 268 28.0 210 15.7 266 27.7 209 14,6 286 37,7 209 Z z m = g 7110 30.0 225 37.9 166 30.0 225 32.2 181 257 225 28.4 185 22.5 225 25.6 105 y200 25 23.5 162 130 225 22.1 180 16,0 225 203 177 129 226 19.6 176 4'11.3 225 19.6 175 W Si 1 U i 781n 30,5 202 320 177 139 202 27.2 173 21.9 202 23.5 170 18.2 202 21.5 157 117.0 203 19,7 165 133 202 18.4 153 (126 303 16.7 180 153 202 169 159 I 9.6 202 15.5 158 2 D IL 8 `Q til F- J (/3 d'' o4p i 78 In 26.3 182 29.6 166 216 162 25.1 165 20.2 100 -220 182 17.7 103 137 159 15,7 _182 15.1 157 14.2 192 196 155 11.8 192 16.2 152 10.1 132 14.4 150 0.0 182 142 160 V' Q J n 68I5 186 144 19.0 139 154 144 16.1 126 _ Z i- 5' Q g- 061n 15.2 127 15.0 113 - I Lo Gz Z, I Lo a F-03 In CO O TABLE 26 ANCHOR CAPACITY ADJUSTMENT FORMULA: n (q m 0 a Anchor Capacity Table(Ibs) ANCHOR CAP.,p,�,` n W X 8365009 274 Comm. 154 Cone, Hog.CMU Med CEO PT Ncod Metal _ (DP..., X +1=ANCHOR CAR.,,, G . N W Y ' L76'Elco 114'85 Eloo 5116'Elco 1/4'S9 Elco 710 01ee1 012 510e1 ,1201551 MULLION OAP,,,°,„ya/ I- ? P Anchor Type:. PIT Elco UV.. 114•Eke NBa:Am 118'Eloo moon 1/4'El.Ullman A 05alor Ullmvon A O V X Q O y Anchor Clip Patterns Imremnggn:Delar 5cree(Gm somw 1651 sorer.Fs) USE THIS FORMULA TO OBTAIN THE Edge 61atance On) I' 3-12' ,1" 2-1? 3.116' 1' 2-172- 1" 2.12' 2' 3-i/0' 2' 0.46• 0.54' 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN E.g Z (q L EmbWmenl tint 1374' 1-3/4' 1.3/4 - 14/4' 3' 14/4' 1-1/4' 1-1/4' 1-1r4' 1-114' 7-N4' 2' 1a/e° w0' Pries ACTUAL PRESSURE REQUIREMENT FOR THE 4 Z a 'O O 2 Anchrs®4.75'ME,O.C./Slendord or One1 Clip(Mg.1) 390100 450 be 69010, 1644 I. 27010, 200 I. 354 Ibe 790 1b i 374 Its 664 lbs 91610,-1 341 Ibc 442 N5 ' 56010, OPENING,WHEN IT IS LOWER THAN THE MULLION 8 1 't Ec'c ' 4 Anoluue 0 1.1S Min.0.G/Blended ion Oldell CIN(Fru,2) 700161 WA WA WA WA ' 360 60 _ WA N/A WA NIA WA 662Ibe ' 895 Na 1720105 CAPACITY(FROM THE TABLE)OF THE SELECTED m 8 rc-, 4Anohom 03'Min.O.C,/(2)265 ArgN Clips/(Fg.3) 78015s 666 In ' 156015, 1895164 540 Na 50010, N/A 76086 746105 86016, 1692 Ns 482 los 885165 1120115 MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED 2 Arohor,00.45'Min D.C.I Uglp,hlo.125'Alum,(FN.41 WA N/A WA NIA WA WA N/A N/A NIA N/A WA WA WA WA 715 Ns CAPACITY WHICH MAY BE USED TO QUALIFY as complying with the Florida 1 Anchor/F47Ip(F10,5): 195 Os 19616, 225 N0 445 Bea 023 Ne 135 foo . 140 No T77 Ns 370164 181 Gro - 33210, 473 Ps _170 Om 221 N5 28004 ADDITIONAL ANCHOR OPTIONS FROM THE Building Code ns { 2 Anshan 63 1,15•Min.0.22 F-C119 IRg.61: 240 N5 350 Ns WA NIA N/A N/A 160105 WA 14/A N/A WA WA 541 lea 44216, 500 Ns ANCHOR CAPACITY TABLE. NDA-No. 17-0630.01 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ) expiration Dale 05126/2021 �gg By Miami- ad rodect Control FIGURE 1: FIGURE 2 TABLE NOTES: © • • • ® • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -y 1.000' (- • ;; 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. j 51111 1 i 111//I O 0 0 ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2 0� i % y LY1yN 7S. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I j :.•s,\0:-•'-••••••• M ��� ANGLE CLIP MUST BE USED IN PAIRS. I` 97 4,/,:; \,''•••' �ICENgF'•�C.ON 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 97 ,375' . V •., CONCRETE BLOCK UNIT(CMU)Si IALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED _,*I No,58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN 5G OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' /� • • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT 1'%Z'X.370"MULLION 7'� LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND L�['J STAT - • V 0 THE MATERIAL 1710 81712 ANCHORS INTO WOOD MAY BE STEEL,13-8 S.S.DR 410 S.S. =�0�•. STATE F�� (ii,..z.-: , i 4�,'•.F(ORIDP-•'•-' °'C' • �77•,17s,JOlVAL1��'P A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 3A Mullion Capacity labia Ohs/ft') Opening Width(far vertically-spanning miJlons)or Opening Heigh((for holizoMaty-spanr0rg=Noes) 50 in 69 In 701n 601n 1 901n 100 in ! 1201n 1401n 160In Reclenguhr Trsp'Tlag. Romangidar Tbei rrtang, Rectangular TrapTdmg, Reblangdar ltep/Olang, Roota165m Trep7dang, Rectangular T /Tran. Rectangular mrgdar Tar ria Reatan g 0 1 x 2.76x rLo g nggm Tl Longing. Recl .376 Alum 0623/18 Loafing Lsadin9 Losing Loafing LOadnL9• Imrdln9 Loafing Loadmg LaOdng Loafing Lm,dhg Loeahg LaaAng Losing L 6/113 l.oedirg I lsadnp °`' w Tube 'tl v fyi 4 4 4 4- a$ li 'V a ea_ .. 1 a-. ¢og 1 {Fj ay a.- as 4_ .r gr§ e` NulBon 8 j$ r3 Jg , I c9 6E u1- OE g Aa 3 D�' g ga 4 313 i 1 1 h J 3'� 17 9 . . 3 g' J. Ja c� I 8 3a- N a� if I. l[' tr, 613 613 p i 6 6p S`- 4 613 3• 6 6 .4 6 la .. ;a 'al. fl 4 14 4. ;a ;a 4 g 4. ;a 4i la 4 ;A 4. i Ig. 4. �l. ,2 ig 4. 2 . z a U , w o w 42 b, 170.0 820 170.0 435 770.0 744 170-0 178!170.5 868 170.0 508 1 170.0 892 170,0 619 170.0 1116 170.0 621 170,0 1240 170.0 621 140.7 1301 170.0 621 123.3 1321 170.0 521 111.5 1301 170.0 521 , J X 48 in 170.0 708 170.0 524 170.0 050 170.0 584 170.0 952 170.0 630 1700 1133 170,0 801 151.5 1139 170.0 677 136,6 1139 170.0 650 113.9 1139 170.0 680 07.6 1130 170.0 880 05.4 1133 170.0 660 jOyC J � r_n 50,6290 170.0 747 170.0 583 170,0 MO 178.0 831 157.8 1032 170.0 694 148.5 1032 170,0 723 130.5 1032 170.0 747 117.4 1032 170,0 756 (97.9 1032 170.0 756 63.6 1032 170,0 756 73.4 NM 175.0 750 f Z 641n 170.0 797 170.0 612 '151.3 007 170.0 691 1 1363 907 104.7 730 120.9 907 1526 720 107.5 507 145.0 714 08,6 907 141.1 710 80.0 907 140.0 700 69.1 907 140,0 709 60,6 807 140.0 709 a w MU) 5061 141.1 735 101,6 925 117.6 736 130.3 611 100.5 735 116.0 599 06.7 735 1082 500 76.4 735 59.5 683 70.5 738 95.1 578 568 735 91.9 574 50.4^733 619 574 44.1 735 91.6 574 4 P fD 0 63 In 121.9 880 130.0 570 101.8 668 111.5 637 1375 666 Gal 147 762 663 B0.1 638 67.7 888 519 631 60.9 666 79.8 030 00.8 660 75.6 521 43,3 666 75,6 521 30.1 666 75,6 821 Ll 2 L) Q t 661n 106.0 607 112.4 027 88.3 807 86.1 511 1 75.7 1307 85.0 501 602 807 77,1 493 595 007 71,5 180 53,0 607 67.8 481 '44.2 807 63.4 475 37.9 697 627 474 33.1 007 62,1 474 2 LU I c 3 721n 615 610 55.8 443 68.0 310 73.0 434(58.3)510 64.3 420 51.0 510 17.5 410 46.4 510 53.3 413 40.0 510 60.0 406 34.0 310 43.9 402 29.1 010 44.4 309 26.5 810 44.3 390 W 2' o; .1Q 3 781n 59.4 459 726 400 57.8 458 01.7 392 49,6 458 54.1 305 43,4 455 40.6 370. 36.8 455 44.5 373 34.7 458 41.8 360 t 289 458 37.7 382 24.6 455 36.0 399 21.7 458 35.7 356 a = J m Z '6 7 7- 781n 94.2 435 07.0 381' 53.5 435 506 373 46.9 435 49,0 380 40.1 436 44.7 360 317 435 40,9 355 32.1 435 361 351 128.8 435 34.4 314 22.9 435 32,6 341 20.1 435 322 340 I-. �-- -65 90 6, 41.5 227 43.1 290 34.9 127 36-4 369 .19.9 327 31.8 250 251 327 26.3 175 212 227 28.7 271 20.9 327 23.7 268 , 17.4 327 21.0 262 14.9 327 19,3 258 Z Q N !n B6 In 34.4 267 39.4 257 28.7 257 29.9 252 24,8 207 28.0 248 21.6 287 23.1 244 101 287 20,0 210 17.2 287 19.3 237 14.4 287 16.5 232 Q I- M b 'co m0 105 In 212 227 24.7 205 20.2 227 20.6 201 17.3 227 18.0 198(15.i) ^227 10.0 193 . X71 o 3 rn 1II6, 27,3 210 22.7 154 190 215 18.1 151 15.9 215 165 186 ci W 0"V 120 In 17.8 161 17.8 107 , - ! - U x Qco CO TABLE 35 ANCHOR CAPACITY ADJUSTMENT FORMULA: Q 0.'• Z 0 0 Anchor Capacity Tablo(Ibs) ANCHORCAP.,,�,,,,, m 2 a'O r.0 56161,910: 2.70 Miele 3,55 Cons. Hollow CMU _Filled CMU PT Wood Mild -MP..)X )=ANCHOR CAP.„„,. C $ D'0(37 MULLION CAP.,,,,,,,, U 6118•Elco 114.6S Eloo 5/167 Elba 174'09 61.0 010 Steel 912 Steel 912 Sled $ --s¢� 23/1006 type' 1t6'Eke Limon N4•Elco Ulhacon 11E FJoo m9econ 1/4•Elmo Obecm w per) 106) Smell(Gb] USE Tills FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns ulirav50 A9graG 01 Immeon A reCemr Sim 6am1PRODUCT REVISED 84e Distance(In): 1' 24/7 1' 2-12' 9.1/8• 1' 2-1/3' 1• 2.12' ' 2' 3-116' 7 0.48• 0.54' 0.3747 CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida Embedment(Inv 1.314' 1-14' 1.14' 1.314' 2' I4/4' 1-119' 1-114" 1.114' 1.1/4' 11/4' 2 1,118' ' la/0' solos ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2 Anchore00 UM MIA O.C.l standard or ORM Clip(Flu.1): 340104 350100 400109 890 Ma 1544 be 770 Ca 280 roe 354100 740 lbs 374 Ds 664 ba 946109 341 lbs 440116- 600 Ns OPENING,WHEN IT IS LOWER THAN THE MULLION Non-No. 17-0630.01 4 An.Oon E 413'Mn.0.G 151andard(a Mal)Cop(FM.2); 48015 700 be NIA N/A N/A WA 380169 WA WA WA WA WA 882 gas 685110 11201b/ CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchor423"MIA O.C.1(2)246 Anglo Clips/(FA.3): 730104 7500, 600106 1550100 1806 ba 540106 560 lbs NIA TOO lbs 7451 be 0130 lbs 1692109 682 lbs 865Ibs ' 112050 MULLION.IT WILL YIELD A MINIMUM ANCHOR Expiration Ooto 05/26/2021 2 Amhoa @ 0.45'MIA 0.01 U1710 into.121-Abm.(Fig.4): WA WA WA NM N/A 74/0 WA N/A NIA WA NN WA WA NIA 715 to ' CAPACITY WHICH MAYBE USED TO QUALIFY 1 Anchor Ft31p(Fig.5); 19506 135 Ams 24510 44516s a221bo 735 lbs ' 740109 177 lbs 370,10, 187169 332104 473 is 170 1119 -221 lbs 250 ba ADDFIICNAL ANCHOR OPTIONS FROM THE BY • 2 Anglia 411.15.Mln.0,C./F-2119(818,82 240 is 350166 14/A WA WA WA 100 lbs NIA NIA W0 WA WA 341 lbs 44210 580 las ANCHOR CAPACITY TABLE. Miami-Da roduct Control NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS.THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: • 0 0 • 0 1,000" I--- • 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. r Pj�� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 0 `.11111111//r„ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. % `°, 0NY LYN1y '1,,, FIGURE 3: ��.,� -, �� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760'0, i LICENSE •:�( '� 0 O 0 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. i 0 �' �� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i ' *. No,58705 ANGLE CLIP MUST BE USED IN PAIRS. I j _ •/' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _"O /'ll FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ ��% '3722 � - 6 17 ��` YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6563-15 AND BE A MINIMUM OF.125' - ' %�-N''• SATTE FI (V` 0 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT t"X2.75'%.375'MULLION 'fiS ''.4,•<ORIDP,,•-'��` 1:10 0 LEAST.125'THICK AND A35.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND "1 S/ --- 4G�` THE MATERIAL.1010 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. /7 °NAL E ��� A.LAIN fvtiltLER,P.E. FL P.E.#55705 TABLE 4A Mullion Capacity Table(lbsst2) F Opening Width(for WWrt0Cs1yspanrdrg mtilions)or Opening HeIght(for ltndz011tatiysparrung muliers)501n 60h 701n 801n 901n 100117 1201n 140/17 1601n Trep'Tdong. Rnnmrgnlar Tmp1l51s,. Rec1e,44.0 An8Tdeng, Rec8o,,01 TmptTdeng Rectangnia Tmp7Tdong. Recin0548r TreplTrrang. Rn 0taf Tr9 dnn, R8o66. 1 8 2,75 X 0 oo 0 Ager 7877098, RlLeminger. T Ln0.8nng. -660 Alum. Loading Loading Lmdng Lmdng Loading Loadng L Lmdng LmdmQ Lowing Lowing Loading Loading Loading Loading Waging LOadng Lowing Lowing c-" 'U Toho Aa' u r m a' n Fa... z' t- 1 b E$ a u a f a� t t t- 3 f.. td e.." f a a n .3• z c e Mullion a - 1 g t l ; a , 1 ;a g ,$G 8 II 2. al a if d.8 a a 1 ga g a gj �' la ga N V 0a ae 0 u v O 09 u II o g u a o 3a ci o0 0 0 nv o u o sg & �� IIF {� � a t s �" 21 11 s b@ h a� t _� 6 a �a0 11 _� � � a � CO 9: � rc se $ �o a.5'a d`a o x d` �P a d`e �a � d` s'o �z d`ss JI ate s;,� z a' It . 11 Z w _ 115 o 4255 170.0 028 1702 435 178,0 144 170.0 475 178,5 888 170.0 505 170,0 802 170,0 619 170.0 1116 1706 521 170.0 1240 170.8 521 170.0 1400 170,0 521 158,7 1620 170.0 521 636,0 1820 110.0 521 u3 =i U 481n 170.0 108 170.6 524 110.0 850 179.0 584 170.0 992 170.0 830 170.0 1133 170,0 661 170.0 1275 170.0 877 170.0 1417 110.0 680 141.7 1417 170.0 680 1121.5 1417 170.0 680 I.186,3 1417 170.0 890 K 3 (n 50.825117 170.0 747 1700 563 170,0 898 1750 831 1700 1046 170,0 884 170,0 1195 170,0 723 1 162.0 1268 170.0 747 146.3 1286 1750 756"121.9 1286 1700 758,`104.5'1268 170,0 750•91,4-1288 170,0 758 y W O a 54 in 170.0 797 170.0 812 170.0 856 170.0 001 170,0 1118 570.0 754 .150,7 1130 170,0 503 133.9 1130 170,0 837 170,8 1130 170.0 858 100,5 1130 170.0 861 86.1 1130 110.0 801 5 75,3 1130 170.0 861 Lal m COM W 601n 170.0 585 170.0 701 146.5' 015 182.3 781 125.5 915 1 144,5 748��109,8 915 132,3 735 97,8 916 123.5 728 87.0 915 118.5 720 1 73.2 915 1144 715 '62.8 915 114,4 715 1 54.8 816 114,4 715 I" . (,D 63 in 161,8 830 161.8 710 128.5 530 1369 684 108,5 530 123,2 681 74.0 530 112,2 070,84.4 830 104.0 862 75.9 830 89,4 658 {93.3 830 94.5 849 542 830 94,1 649 47.4 830 94.1 640 U Z {{ 88117 1321 757 1400 650 1100 757 158.0 036' 643 757 155,9 624 52.6 757 90.1 614 734 757 59,1 508 68,0 757 84.2 600 55.0 757 79.8 593 47.2 757 782 551 141.3 767 782 501 Z O.a m tj 3 725n 101.7 830 100.8 552 64.11 836 01.0 540 72.7 636 50.1 530 63.0 630 72,2 521 685 638 88,5 514 50.8 538 0223 508 42.4 638' 57.2 600 ,36.3 636 55,3 497 LI 31.0 838 552 497 (1)0 10°U F5. 3 J,..,_ 812 S 78In 55,5 871 05.4 4881 72,1 571 76.8 400 'X8'571 81.4 479 54,1 571 00.6 471 ,450 571 55.5 464 43,2 571 51.8 459 1 35.0 571 47.0 451 30.9 571 -44.8 447 27,0 571 44.5 448 N < 3 r s-... 781n 800 542 83.4 474 66,7 542 78.9 465 :57.1 542 62.1 458 50.0 542 55,7 449 444 542 51.0 442 140.0 542 47.5 437 133.3 542 42.0 429 26,0 542 40,6 425 25.0 542 40.1 423 02 I- 2 Q 41 501n 82,1 407 83,7 381 43,4 407 45.4 355 372 407 39,8 349 325 407 36,3 343 29,9 407 321 335 25.0 407 298 334 21,7 407 26.1 327 18.0 407 24.1 322 116.3 407 23,0 310 5-- 0002 Z ,`5- 0855 42.9 368 44.1 320 35.8 368 372 314 30.7 358 32.4 309 28.9 350 28.8 304 123.5 350 26,1 300 31,5 359 24.0 286 n 17,0 358 21.0 280 ,15.3 368 19,2 284 a to- q a�aD 1085, 30.1 003 30.9 255 25,1 283 25.0 251 21.5 283 22 • ,5 247 18.8 283 19.9 244 18.7 283 18.0 240,16,1 283 165 237 o U J', 111 in 27.8 267 28.3 242 23.1 287 23,8 230 �18.6 287 20.0 235 17.3 287 18.3 231U. 15,4 207 165 228 / - i CC N CO U 12015 220 229 22.3 209 16.3 228 18.8 205 R 15.7 229 16.2 202 1 i 0 X Q . TABLE 4B LO C r Z • t? O -- ANCHOR CAPACITY ADJUSTMENT FORMULA: nL.. Si m0 s.0 Anchor Capacity Table(lbs) ANCHOR CAP.„,,,,,,,, pp - ed1(� 9abshata; 2.714Concmte 3,59 CmCM Conc. Hollow CMU Ftlled U PT Wood Metal (DP,,,)x ( }=ANCHOR CAP, U r6 8� btt8'Emo 1/4'88 Eton 571E Else 1/4"S3 Elm 010 Steel 012 Sled 012 Steel MULLION CAR,..,„,,,,, p o_ Anchor Cup Patterns Anchor 1127573716'ElcoblSaocn 6747 Emu Ullman1Amw1 371E Eloa 1,564x017 61-07 E+cro Nirecm Appmoatar Ulimnan Aggreeeter screw(05)San.(65) acmW(651 USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED Edge Distance ink, 1" 2-107 I" 2-172' 348' 1' 2.172' 7 3.142" ' 2' 3410' 2' 0.4,16 6,54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida Embedment On, 1-3/4' 1-374- 1.3/4' ,1-34' 7 1-1/4' 1-1/4' 1-174' 1.1/4• 1"174" 1-1/4' _ 2' 1J/E - 1.318- tedee ACTUAL PRESSURE REQUIREMENT FOR THE NOA-.Nodles Code - NOA-No- 17-0630.01 2,517055017 4$4,75^Min,o.c.lstaMaiCar onset Clip Mg.lk 390 me 390 lbs 4501W :•+tba 1844➢:9 270I49 Z6010s- 354164 7400, 374 lbs 581114 - 046019 34168.., 440 the- .,fill Ws OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchor 5 5.60 MN,0.0./61andord(a 08se0 Cllp('/9.27 480 So 700 me NIA WA NIA NIA ROMs N/A NIA - /A N/A NIA 682 50 z851b 5120 58.., CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4A0,0010(53'Min.0.0,/[012x0 Angle Gips/(Fig.39 780 lbs 780 lbs 000150 1500(be 189615s 640 lbs 560 lbs N/A- 760150 7405., 8806e0 1892158 602150 885150 11201w MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchor.D 0,45'9,4117,O.C./U•Glp,Imo.12E Aran,(Mg. -4k WA N/A WA .. N/A titA NIA ' NIA _ NIA WAWA 56/4 • N/A N/A 715 is CAPACITY WHICH MAY BE USED TO QUALIFY BY E 1 Anchor/F-Clip(FIG.5): 19515s 195159 225@5 Hos 445 , 822 lbs 135 lbs 140155 177 lbs 370150 - 10754 33215e 473 Its 170 lbs 221 lbs 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE Miam Da,-,'•maim ontrol ' 2Anon=491,15•Min,O.CJF42ip(Flg,69 240 lbs 350 is WA N/A WA NA 190 lbs N/A NTA 555,5 NIA 50/A 341 Poo 442114 5601es ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN TMD ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, FIGURE 1: FIGURE 2: TABLE NOTES: ® --, 1.000' F"- 0T 4th 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. jI • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1111642)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1311 I/Ir �. / //FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' '` 40 �/ 4%o HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, ,-• iCENyF••, . - . './D ; FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. r *. No.58705 - ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ *_- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED I_ �`_.)_" ' •. j J-'/ " FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6064-T5 AND BE A MINIMUM OF.125" O • s O l T'1,11.1/ .•(u` • I I® THICK-STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT fi •.• r, � � LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.75'X.650"MULLION i<-6,,••,Z OR101a,••' �` THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. ///,i ONAL '':''-'01.‘ ` A LYNN IMILLER,P.E. FL P.E.#58705 TABLE 5A ® n 2 Mullion Capacity Table(Wale) _ Opening Width(for vertically-spanning mullions)or Opening Haight(for horizortegy-sparring mullions) �� W 5 501n 60 in 70 in 00In 601n 100 in 120 in 140 In 16019 1; O Rectengder Trap/Thong. Rectangular Trap17r60n0. Rectangular TreplTderg, Rectangular Trap/Tdnng. Recbmgder TraplTdeng. Rectangular.Trap/Mang. ReclanWlar Trap7Triang. Rectangular Trap7dang. Rectangular T1ap?riang. LI 1"x 3.125"x Loading Lowing Loadmg Loading Loading Loading LoafingLoading Loading Loading Loam] Loading Loading Loading Loading Loading L965114I.az1ng o2+ .600"Alum 4 r? t p t 4_ 4 S § L•_ i• k- t L D_ t t e t t_ t F t ;L• t •^ ._. a• t ,ya•^ . Tube Mull a a o a n0 o a c e a LL as a 813. / D S B a 8 B E 8 a u N U 0 0 V U U U 0, V U U 0 U U 0, (S v 3 (J y u o u O o o a O o o U =� bi =g >, gg Ai _g h4 s`ff `" g h4 gg Alg 11 `g Ag sg a 5g " 5 1g sg Ag go Ag gg Ai sg g- V o co 1- �o a� aG 3 zg s ma A a �� �1 a 3g n go z ,°' I- 11 da fa /ix S ¢K ger d` 11 �a Li fa a �2 `da 2a la ma 1 5 �a s d�`z -ga it s� 2a z . O I 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 892 170.0 519 170.0 1116 170.0 521 170.0 1240 170,0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154,4 1002 170.0 021 01 J (/7 481n 170.0 708 1 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 080 135.1 1577 170.0 880 118,2 1677 170.0 080 aN1 D W 50.62510 170.0 747 170.0 583 170.0 896 170.0 631 170.0 1048 170.0 604 010.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 755 141.7 1495 170.0 756 121.5 1495 170,0 756 105.5 1485 170.0 758 52 W W a o F- 54In 170.0 797 170.0 012 170.0 958 170.0 691 170.0 1110 170.0 754 170.0 1275 179.0 803 168.1 1401 170.0 837 149,5 1401 170.0 856 124.6 1401 1760 861 100.8 1401 170.0 8131 93.4 1401 170.0 861 E.{ m M LU 601n 170.0 885 170.0 701 170.0 1083 170.0 797 158.5 1156 170.0 878 138.7 1158 187.0 928 123.3 1158 156.9 017 1110 1155 140,7 010 82,6 1158 144.5 903 70.3 1158 144,5 903 69.4 1158 144.5 903 a H 0 I z 631n 170,0 930 170.0 745 159.8 1040 170.0 850 137,0 1049 155.5 060 119,8 1049 141.7 046 108.5 1049 132.0 836 95.9 1049 125,5 828 79.0 1049 119.3 820 68.5 1048 110.0 819 1 50.9 1049 118,9 l 810 d D 40 40 m = ,. BB In 168,0 855 170.0 789 139.0 -855 151.3 804 119.1 555 133.7 788 704.2 955 121.4 775 92.8 955 1128 785 83,4 055 106.4 757 09.5 955 99.0 745 596 055 98.7 748 521 055 98,7 748 Z W a / g §U a- g j 721n 128.5 603 134.9 697 107.0 203 114.0 882 81.0 003 101.1 BTO 80.4 803 91.2 058 71.480 803 83.0 848 84.2 803 78.8 642 53.5 3 72.2 832 44.9 801 89.8 620 40.1 803 69.7 627 • w 2 j J D .z 76 in 109.2 721 114.1 629 91.0 721 07.0 618 75.0 721 85.1 605 88.3 721 70.5 505 60.7 721 70.1 586 44.5 721 65.4 57945.5 721 59.4_ 589 39.0 721 58,6 584 34.1 721 66.1 563 ? Q 4 r r 781n 101,0 684 105,4 589 84.2 684 89,4 557 722 884 78,4 578 63.1 684 70.4 567 58.1 684 84.4 558 50.5 684 59.9 551 42.1 884 54.1 541 1 391 684 51.3 535 31.6 684 50,8 534 Z z- Q 2-0-5 Icai 00 in 65.8 514 67.9 456 54.8 814 57.3 448 47.0 514 60.0 440 41.1 514 44.8 433 38.5 514 40.5 427 32.9 514 37.3 421 27,4 514 33,0 412 23,5 514 304 406 ,20.8 514 29.D 403 (9 < N Z CV W H e O6In 54.2 452 85.7 404 45.2 452 47,0 386 38.7 452 40,5 390 33,9 452 56.4 384 30,1 452 32.8 378 27.1 452 30,3 373 22.6 452 26.6 r 386 10,4 452 24,2 359 18.9 452 22.8 355 a U) X =2 a� - r- N �_ o 0 , 108 In 30.1 357 30.9 322 31,7_ 357 32,7 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22,7 303 18.0 357 20.6 299 15.9 357 10.0 293 13,8 357 16,2 287 11.9 357 15.0 283 5 W N N 111 h 35.1 339 35.8 308 29.2 338 30.1 301 25.0 338 28.1 296 21.0 338 23.1 292 19.5 338 20.8 288 17.6 338 19,0 284 14,6 338 16.5 278 12.5 338 14.8 273 11.0 338 13.0 260 12 0'') (7)Y (/72 120h 27.7 288,,28.2 285 231 289 23,7 250 19.8 289 20.5 256 17.3 289 18.1 252 15.4 289 16.3 249 l'13.8 289 14.9 246 I 11.6 289 128 240 e.5 769 11,4 238 8.7 209 10.4 232 ' Q X Q O (J g ° Z TABLE EB ANCHOR CAPACITY ADJUSTMENT FORMULA: a ,- m O sO AnchorCapaclty Table Otis) O .. E yn .o ANCHOR CAP.,... 0 - .3 SU0/9316 27K COM tete 3.56 cmc, Ha109 CMU FSnO CMU PT WOW Metal _ (DP,)X( )=ANCHOR CAP.,,,, F o y g--)/, 5'16•eco 1/4'SS Etc 5/16'Eko 114"SS 51w 010 Steil 012 sleet 812 Steel MULLION DAP.,.",,.,,,, Amna type 3/16'Elco Ulirac co 1/P Mc o UONtm 3HC Elco imam 1/4•Et0U92tan Anchor Clip Patterns Ullmcon AggreGaSr Liman AggreGram ScreW(C3)Screw(G4 ScreN 135) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Edce CIsl0160545 I' 2-1/2 1• 24/2 3.18' 1' 2.12• 1' 24/2_ 2' 3-1/6 2 0.48' 0.54' 0,324• CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida EnLednenl(In 134/4' 13' 13/4' 13054'14' 2 __ 1- 1.054' 1-1/4' 1-/P 1.1/4' _ 1-1/4' 2' 1-SB' 1318' varus ACTUAL PRESSURE REQUIREMENT FOR THE Building Cotler 2 Amnon 93( Mln B'(Ll Stemml of offset CPR(Fig 1): 390156 '300 to ' 45005 ' 840 Its 1 644 ros 270 be v 2130 toe -35405'-74010 374150 66410 040119 34110s 44210 56000 OPENING,WHEN IT ISLOWER THAN THEMUWON NOA-Ne. 17-0630.01 4 Arches Qa 1.15'Min 0.41 SlanOatd(err 014101)Clip(819 27 480 0,0 700 io _ WA N/A N/A - N/A 3883 no N/A WA N/A N/A WA 69210s 055 Its 1121 IIs CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4Anc5n 43'Mtn 0.C./(2)215 Angle Clips/(F7g.27 75000 78D is 630 1b3 156010 I898Ib5 540010 560 Ito N/A 76010' 74810 86010 18629s 682150 88510 112110 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Anc11on @0.45.Min.0,0.//08p,Into.126 Alan 510.47 N/A WA 5IA N/A N/A _ _ N/A _ WA N/A WA _ N/A NM WA WA WA 1073113s CAPACITY WHICH MAY BE USED TO QUALIFY BY / 1Arcror/FCIIp 096Sp 155155 15510 2250,5 44510 82210_ 135 lbs 14010 177 los 37010 167151 332 Its 47310 1708os 22110 28010 ADDITIONAL ANCHOR OPTIONS FROM THE Mlaml-D a Product Control -• 2 Anchors®1.15'Min 0.C./FCIIp pip.6T 240159 350 10 N/A WA IVA NIA 180 10 N/A WA NIA N/A WA 341 Ns 44210 563 Its ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PA7 I tHN AND ANCHOR VALUES AS THE STANDARD CLIP. 1-1.000"-I FIGURE 1: FIGURE 2: TABLE NOTES: / • 0 • 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. i ® • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 i _ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125" f• \\`111(1 t I t r r7,77277 FIGURE 3; i \1 a�p1Y IYNN� �/// I 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ' •' V10ENy .e HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. �� F '•,(� ® © FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, ? / � 500' �';• No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _, /// ' -.; -7 _ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED /' • FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126' v .7 I c I THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1"X 3.125"X.5'MULLION SOT-- 5 q7E .•�` O ® LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 11"VF MULLION) 1,<`s'•,;c(°RID F•••-'•\�� • • • THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ////2iS�°NAL��G\l • A.LYNNIMHtt.E ,P.E. _ FL P.E.#58705 TABLE 6A m g Mullion Capacity Table(Ibs/ft) e Iti a Opening Width forvertira0y-spanirg MOMS)orOpening Height(Mr tvri2oofeity-Spenrirg mullions) lI! a 50 in 60 0 701n 901n 901n 100 h 1201n $401n 1601n �y - '.... _ '6RA/dont/orTmp/Tdmrg. Thee/angular Trapri'r:ang. Raetfngrdsr 7 p1Trleng. RacS+nBWar- TraptTdarg Recta/Oar TrepTdarig. FRelon ar TtpRhenBR5dan9Nar TmWTrien9. IReetungugis 7roP/rla,0, Rectangular T any m194x.125 Loadng 1.40,1195 Loading boding boding Loading Loading Loading Loading Loading LoadLooding Wadng Loading Loadr2LoaLooting S Alum-Tube _ t '_ t '- z �. 'Q ! a _ ',. n '.. '.. w g eg .SI g s Ii Sg }at. loll S b. o5gz b5 `&g .gi g tp iso ?I'S 1f }�-A 5g aA(' ga gt {g¢ € s >i 3 w bg So X rc la 4 S d a€, 2f EI la la ¢a"1 f8 Q¢ al 2 11 a SI arc II Y1 g 1 `d a' f 11 g EY la t M z ',9, �. 421, 170.0 620 970.0 435 170.0 744 170.3 475 1170.5 868 170.0 506 179,0 692 173,0 515 170.0 1116 170.0 521 !170.0 1240 170.0 621 ;170.0 1488 170,5 521 145.9 1468 170.0 521 127,8 1489 170,0 521 so J W C7 48 In 170.0 706 170.0 524 170.0 850 170.0 584 170.0 992 170,0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 156.3 1303 170.0 680 '130.3 1303 170.0 680 111,7 1303 170,5 680 7 1393 170.0 680 11.1 J 1 97. 50. 6255, 170.0 747 175.5 563 170.0 896 170.0 631 170.0 1048 1700 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 766 117.1 1235 170.0 756 1 100,4 1235 170,0 758 87.8 1235 1700 758 S B I 1 641n 170.0 797 170.0 612 170.0 858 170.0 691 (170,0 1116 170.0 764 154.4 1158 1700 803 1372 1158 170.0 637 123.8 1150 170,0 858 ,102.9 1156 170,5 851 892 1158 170.0 061 77,2 1108 170.0 861 Dl !00 0/) WI 60In 170.0 885 1700 701 168,7 1042 170.0 797 '1420 1042 161.1 632 125,1 1042 146.7 915 1112 1042 136.8 801 100.0 1042 130.2 751 '03.4 1042 125.1 782 71.5 1042 125.1 702 62.5 1042 125.1 782 -7 c0 6310 170.0 930 170.5 746 151.2 892 183.8 818 129.6 992 144.4 799 113.4 982 131.0 702 100.5 992 121.4 786 90.7 902 114.8 758 ``759 992 105.4 745 1 84.8 092 100.0 744 '06.7 892 108,0 744 _ . I 2 g6841 185.4 947 170.0 769 '137,8 6.17 140,0 780 116.1 947 130.3 788 103,4 947 117,7 752 51.9 947 100,7 738 827 847 1022 727 f 60.9 947 95.1 713?59.1 '947 94.0 711 51.7 947 94.0 711 3 Z ((I)x° e G - 7210 135 84,6 549 96.4 498 75.6 849 08,7 085 1 87.9 849. 92.7• 875 66.6 849' 75.3 659 148.5 849 728 652 42.6 849 72.4 651 J • 70!9 116.5 762 129.7 666 Be.] 762 1026 652 82.5 762 90.0 640 22.2 762 00,9 829 64.2 762 X4.2 620 57.8 762 69.2 613 48.1 782 62.9 602 i 41.3 762 68.4 597 39.1 762 89. 4 695 ta- _ �j pQ • E 78 In 1089 724 111.4 034 89.0 724 94.6 621 78,3 724 82.6 609 n 680 724 74,4 559 1 59.4 724 691 591 63.4 724 63.4 583 44.5 724 67.3 073 ,062 724 54.3 567 33.4 724 53.5 555' a r fir. J 50 in 89.6 643 710 483 68,0 043 50.7 474 48.7 543 52,9 466 1 43.5 543 r 47,1 469 38,6 643 42.8 452 388 543 39,5 446 29.0 843 34.9 436 i 24.8 543 32.1 430 21.7 543 30.7 425 12F-- z a m 98In 67,3 470 68.8 427 47.8 478 19.7 419 40.9 478 43.2 412 35.8 470 29.0 400 31.8 415 340 400 297 478 32.0 385 27.9 478 28.1 388 20.5 478 25.6 380 17.9 478 24,2 376 0. rt N.z�O toe in 402 377 41,1 311 33.6 377 34.8 335 28.8 377 30.0 330 25,2 377 26,6 325 22.4 377 24,0 321 201 377 22.0 317 16.8 377 15.0 310(14.4 377 17.1 304 ' o 0 11!h 37.1 367 37.8 323 30.9 357 31.8 318 1 76.6 357 27,6 313 23.2 367 24.4 309 20,6 357 22,0 305 18.5 357 20.1 301 ! 15.4 357 17.4 294 ' A ce 2 2 1201n 29.3 306 29.8 2.79 24.5 360 25.1 274 21.0 308 21,7 270 18.3 306 102 287 19.3 306 17.3 263 07 C/0 144&t 17.0 212 17.2 156 1 i { U X Q TABLE fib a'1 Z m w O ANCHOR CAPACITY ADJUSTMENT FORMULA: A. _2 c O}O Anchor Capacity Table Ohs) 1 1 mcc 5545141¢ 275 Concrete 3.5k Cone. Hollow CMU ANCHOR CAP.,,,,"„ 1 ...7 A„7 WW1 GNU PT Wood Molal (DP)X( ,=ANCHOR CAP,,,,, 8 r 5115'E)50 171"@s Ebo 581970188 lid"89 Eke 51001801 010 Stool 6126taet MULLION GAP,,,m,,,� PRODUCT REVISED Anchor type: 3116"EI4o I2tracon 174'Eko 0ltreaal 8/19'Eloo ubranon v4"Eke u8mem 00/40059 mb5con Aggre6ator Screw(135)6cmw las) Berew(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns Ullman A as complying with the Florida Edge Go)erwe(55• 1" 2112' 1' 2.12. 3-1/6' 1' 2-1/2' 1' 2.52' ` 2" 3-110 2' 0.48' 5.54' 9324' _ CAPACITY REQUIRED'CORRESPONDING TO AN Handing Code Embedment/n5 1-3/4" 1.3/4' 1.3/4' 1-3/4• 2' _14/4" 1-1/4' 14/0 14/4" 1.1/4' 1-04' 2" 1.3/6' Zara' !edea ACTUAL PRESSURE REQUIREMENTFOR THE NOA-No. 17-0630.01 250000584.734341.0.0,/Standard or Offset Cxp 1610.142X: 39006 ' 355158455@1 8501b0 s 1644270 tbs 26013s 30408 740 Ws 379161 664146 946153 3419x5 ..442 I0 665)01 OPENING,WI IT IS LOWER THAN THE MULLION 4Anchon 6227'MIn.O.C./6tandad(o7 O8sol)Clip(Fig.3X 700fbs 700148 58010.3 ' 1410 lbs 852158 N/A - 560 lbs WA 630 lbs N/A 060105 N/A 682 lbs 5051ba 1125110 CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05I26/2021 6Anc00002l.15'14160,C.1Slarolmd(or 018c901(0(Ft.47:, 86005 14000s WA WA WA N/A 760Ibs WA WA WA WA WA 1363 Ms 177510 2240101 MULLION.IT WILL YIELD A MINIMUM ANCHOR Ey 4Ane5om a 3"Mln,00.7(2)245 Anglo(ips I(Flo.53 780101_ 780148 980105 ' 1585 lbs 1696013 _640101 6605, N/A 780141 ' 748 lbs HO lbs 1892150 652105 585145 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY Miamr-D� o Product Control .. 6Ancl4116 @/3'MIn.0.C./121245Anglo Clips/M g.6)! 1170100 1170 05 10,70 be 2345 5,5 '2844 08 510 lbs 640 50 WA 1140 l0 1122 01 1320 lbs 2038156 102299 1327 Os' 1680 5s ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors 50,45"Min.O.c.I0.Cdip,Into.126"Alum.(Fla.7)1WA WA N/A NFA WA WA WA N/A WA WA WA WA WA N/A 1430 01 ANCHOR CAPACITY TABLE 2 Anchors CI 025'Mm,0.C/F.(15,(670,0): 35015s 350 0o 290 lbs 705 Ibs_ 478 Iba WA 280 0s WA 315 lbs 0/A 440149 N/A 041 lbs 442 lbs 660 Ms480046501.15'Mtn.O.C./F.12p(Flo.93400141 70009 WA NTA WA WA 38005 WA WA N/A WA WA 652 lbs 985 Ili_ 1120180 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•1 1.000• r-- • ,,,,••fAss, TABLE NOTES: F•IGURE 1: •FIGURE 2: • FIGURE• 3: • FIGURE 4: • FIGURE:: FIGURE.: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE %.' u I - a a a SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. s i111181118,87 • • , • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, y �.�`''NY LYNN 11i�r' M ,ti�'� •1.10ENgF••f��� • a • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" s ti Q•;' 70 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW i % 7ti-? Na.68706 '.. '�1'-- TO _ FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ •", _- • • I • • • • • • ••_ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED j "JJ•.. C CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM Ca3l WOOD SHALL BE PRESSURE-TREATED YELLOW ¢ / .125- :9,,..• SATE ,-/11 • 0 • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-T5 AND BE A MINIMUM OF.125"THICK STEEL ��s", �� A"(OR1DA.,.•G��` 0 8 STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(IS GAUGE).STRUCTURAL S I EEL TO BEAT LEAST.125"THICK ANGLE CLIP(FIGURES 559)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& //,"0/0 cMIIJ E��`7 #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 SS. 1"X 4 X'12'5' A.LYNN A4ILUPE�;P.E. MULLION FL P.E.#58705 • TABLE 7A Mullion Capacity Table(100.011) ® y g Opening Width(7orwNceiy-spanning rnt 7555)ordpenlng Height(fa hOrimrrta5y-spanning 70046875) g 1 501n 60 in • 70 In 80 m 8D In 100In 1201n , 110 N 1601n z a RadterOsta4 dare. Reatatlgi�7ar 7mpRddmg. Aa4tan0ular tnP7dang. AaelangWar T 174500 ASRan otar T np. n9u rtgular iap/rdeng, RSatengWarTnplidan0. RacianWfar Trap7Tdeng. A 4 7.' O 1 845.315 rap g 1611'015 Recta br T7ap/Tdar9. ReoW Loading Loading Loading Loading Loading Loading Loafing Loading Leading Loading Loading Loading Loading Loading Loading LoaWng Loading Loading . Alum.Tube e el Mullion 1 g 'Il- al ig 810 ga $ a la e 8 lig g. g §122t- f a& 4 228 l gad g� M � m lo Egg �.g36 . 6 s s@ .sp- s._ s' ,s l s a. fr"' o 6 ata �- �� � 6 < A'a .arc 11 224 a� e a 11 3;� a`a'I f$ . x ,8 si II si 1 2$ li 2 a# sl4 '2 1 ; a 1 IA i i l ' a Z T w 42 in 170,0'520 170.0 435 170.8'744 170.0 470 170.0 388 170.0 50 1706 S92 170,0 519 170.0 1116 175.0 521 170.0 7240 1700 521 '970.5 1488 170.0 621 170.0 1735 170.0 521 170,0 1953 170.0 521 utP 48 In 170.0 708 170.0 624 170.0 150 170.0 584 170.0 992 170.0 630 1700 1133 770.0 681 170.0 1275 170.0 677 175.0 1417 170.0 680 170,0 1700 170.0 600 170.0 1913 170.0 680 101.8 2024 170.0 680 2 (T) 50.82661 170.0747 S170.0 563 1 170.0 896 170.0 831 570.0 1846 170.0 681 L00 1794 170.0 723 110.0 1345 176.8 747 170.0 1494 170.0 756 178.0 1703 170.0 756 158.0 1919 179.0 756 131.5 1919 /70.fl 758 7W � E).� x � 54 In 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1118 170,0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 140.5 950 159.9 1799 170.0 661 137,1 1799 170.0 081 120.0 1799 170.0 88611.1 1 a F~ @ m o W 601n 170.0 805 170.0 701 170.0 1063 570.0 797 170.0 1240 170.0 878 170,0 1417 170.0 944 770.0 1994 1780 098 155.5 1619 170.0 1033 1206 1610 170,0 5063 111.0 1819 1700 1063 07.2 1619 170.0 1063 -{ =- CO 631n 170.0 030 1700 745 770,0 1118 170.0 860 170.0 1302 1706 940 570.0 1486 779.0 1016 186.7 1542 170.0 1076'141.0 1542 770.0 1122 117.5 1642 168.5 1156 1087 1542 187,0 1157 48.1 1542 167.9 1157 g z { 661n 170.0 074 170.0 760 170,0 1169 170.0 903 170.0 1384 170.0 102 180.6 1472 170,0 1088 142.8 1472 168.8 1148 128.6 1472 758.9 1130'107.1 1472 147.8 1108 01,6 7472 140.0 1104 80,3 1472 146.0 1104 Z Z Z m 5 g 727n 170.0 1063 570.0 .876 17017 1275 170.0 )009. 100.8 1320`156,2 1101 132.0 1320 149,9 1082 117.3 1320 137.8 1068 105.6 1320 120.8 1049 88.0 1325 117.0 1024 76,4 1320 112.8 1013 68.5 1320 112.5 1002 [0 0 1 ' 10 78 In 170.0 Ila 170.0 037 149.6 1184 959A 1013 128.2 1184 138,6 984 1122 1104 135.7 578 99.7 1184 115.3 084 69.8 1184 107.5 952 74.8 1194 57.6 936 84.1 1184 93.1 927 58.1 1184 923 925 a .�j 1 a 02 _._- le.-- M S 781n 169.1 1124 170.0 087 138.4 1124 147.0 965 118.6 1124 728.8 947 103.8 1124 115.6 931 92.3 1124 105.8 516 83.0 1124 98.5 906 692 1124 69.0 690 59.3 1124 84.3 881 51.5 1124 83.2 878 J 90 in 108.1 844 171.8 750 0.1 844 94.3 738 77.2 844 82.1 724 87.6 844 73.3'7(2 80.1 844 56.5 702 64.8 844 61.4 693 45,0 844 54.2 678 38.6 044 60.5 668 33.8 844 47.7 662 Z z J Q '1-:-.0 01 061n 99.1 742 51.9 663,74.2 742 77.2 682 63.8 742 67.2 141 55.7 742 69,8 831 40.5 742 64.1 522 44,6 742 49.8 814 37.1 742 43.8 600 31,8 742 39,9 500 27,8 742 37,6 664 d 1' Lo Z � 1 100 in 626 586 63.9 530 62.4 580 63.8 524 44.7 589 46.6 513 39,1 688 41.4 501 34.9 588 37,3 495 37.3 688 34.2 492 20.1 586 208 481 22.3 564 26.6 472 10,6 889 34.7 468 D} M p 1111n t 57.8 555 08.8 503 46.0 556 49,5 455 412'555 42.9 487 38.0 655 35.0 1 400 32.0 556 34.2 473 1i 30.8 555 31.3 487 24.0 565 27.1 457 25.8 555 24.3 448 18,0 065 22.4 442 M 4LsL�. x Y Y 1201n 45.6 475 40.4 433 38.0 475 39.0 426 22.6 476 33.7 420 28.6 475 29.8 414 25,3 475 28.8 409' 228 475 24.5 404 19.0 475 21.1 355 16.3 475 11.7 387 14.3 475 17.2 381 ' 1t0 F X V1 C7) 144 In 28.4 335 20.7 305 22.0 330 22.4 301 18.0 330 193 257 16,6 330 175 203 U x Q p n-S z m0, 0 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: arr 0 s.0 Anchor Capacity Table(Ibs) ANCHOR CAP.,e,a,,,, 62 id."' m e D=m"3 08555100, 22/1 CO6c7Ma 3.58 Cono. 80008 CMU Filled Cfi4U PT Wood most mil..)X >-ANCHOR CAP-,,, .i- e ❑ rc•-3 1/10.E75° MULUONCAP,,,,,,,",a PRODUCT REVISED Anchor Clip Patterns Anchor Type; 3/16'Elea 7108,00 1/4'EIa,,Macon /105675 3/16"E7oo U153545 1/4'Elco Ultracm 5/4-59 Elco 5N0"6(00 114'69 Elco 910 Steel 41261501 9125154 .0500000' 737,80on AggreG9lor Scow(05)55'60(G5) Soho(55) USE THIS FORMULA TO OBTAIN THE"ANCHOR as Complying with the Florida Edge rhatonoe(ink 1" 281/2' 1` 2-12• 3.1/8' Y 281'4` 7" 2.1n' 2' 3.1/6• 2' 0.48' 0.54' 5.321° CAPACITY REQUIRED'CORRESPONDING TO AN Building Code Embedment(Ing 13/4' 1-3/4" 14/4' 1-3/4" 2' 1.1/4' 1-7/4" 1-1/4" 1.1/4" 1-114• 1-1/4" 2" 1.3/8' 1.316" Was ACTUAL PRESSURE REQUIREMENT FOR THE 11,10A-No. 17-0630.01 2 Andros 514.75"Mtn.0..C./SmndadIXOSnIOip(F/7,132) 30005 390155 400758 070•a"1544 lbs 2708s 200780 354100 74095 374 Ms 6''4105 94610, 3171/s 442100 56011n- OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors,417215"Mln.0.C./Sle dad(or Met)COp(lig.3)- 70 b5 70155 580100 1410108 552105 N/A 560 Ms WA 030 lbs ' WA 800150'' WA 682 lbs 855150 ' 1120 ba CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 8Anehas 0 1.15•Min.0,C/Stenda0(or Offset)CM¢q,44 MOO. 1400150 WA WA WA WA 760 Ms WA , WA WA WA WA 1363 0s 1770105 2140 139 MULLION.IT WILL YIELD A MINIMUM ANCHOR by 4 Amhara m T NM.0.C./(2)245 Angle Cops/dig.5) 780 b, 780100 68015, 1560 lbs 1850 lbs 540 Ws 56015, WA 760100 748 lbs 680165 18021ba 682168 ' 865155 1120160 CAPACITY WHICH MAY BE USED TO QUALIFY Mime Pro-auct Control 6Anehws G Y NOn.O.C,/[L)245 Angie Cops Mt.9) 1170100 1170109 1020.5 2340 lbs 2844 lbs 810 e5 649 lbs N/A 1140 lbs 1122 he 13201s 2930 Ms 19221ba 1327166 1690 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors®0.46'Mln,O,C,711CI1p,Isla.726'Alum_(Fb.7) WA WA WA 11/8 WA WA NM N/A N/A NIA NIA WA N/A WA 1430 lbs ANCHOR CAPACITY TABLE. 2 Anchom Op 223.5418,D.C./F-GIp(Fg,8) 350100 3501ba 290 Ws 70510, 476 bo NTA 280 Os WA 315 lbs WA 440 lbs WA 341 lbs 442Ito 660145 4 Anobon®7,79"Mtn,0,C./FLOp(Kb.55 480 be 70 lbs WA WA WA WA 280146 WA N/A WA NIA WA --682 lbs 88515s 1120163 • NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. ---I 1.052' t-- --.1 1.000" 1•- , TABLE NOTES: %r////..0 r FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 1: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION i i + • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. f % $ i. • • • • - • • • 0 i 17154ruxi7/7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. P j j ; .�`‘�pNy LYNN ''1,/ • y♦ �� �jf �i _ • • _ • _ • • • • • _ o • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 0 ti •r• �10ENgF••,�._,i SHEETS 27.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" A j 4• i '.•x3 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. % 7k;• N0.58705 FIGURE 5: FIGURE 6: FIGURE 7: r % _ : '* 1 • • a • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND % % ! -'0 c ^l ' GROUT-FILLED CONCRETE BLOOK UNIT{CMU}SHALL CONFORM TO ASTM C-90,0000 SHALL BE i % % i 73 • 0`427 I- .- 4Y • . • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL EE e % � � '•, SATE F .= ` a a 6063-7AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE WAND.045" � 375• %/ 075• r�s••,F<ORIDi�,.• ��\ c THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS ANGLE CLIP(FIGURES 556)MUST BE USED IN PAIRS, INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 1'X 4'X.375' 1'X 4"X.375"7 ''�s'ON--EN���� ANCHORS INTO WOOD MAY BE STEEL,18-8 5.5.OR 410 S.S. -T'•MULLION MULLION A.L/Y14F4�yt(t(ItEi3,P.E. FL P.E.#58705 TABLE 8A �® Mullion Capacity Table(lbs/67) � i $ _ Opening Width(forv6nlra8y-spanning mullions)or Opening Height(for hodmr6ely-3penNng muttons) s h a 60 In Win 701n 801n 9D In 18014 1201n 1401n 16014 �V 2,4 ci O 1.25"Y Reatangdar TnpRdang. Rectangular. Trap/Nang. Rectangular llepdTdang. Rectangular Trap/Nang, Rectangular Trap/Mang. Rectangular Tnp/7dang. Rectangular Trap/Mang. Rectangular 17ap/rdan0. Rectangular Tnp701ang. Loading Loading Loading loading 1 Loading Lowing Loading lnadn9 Laadmg Loading Loadn9 Loading Lording Loading loading Leading Loading Loading S2` u 3.188"x le n a ,i:' ?' & r S .' r r z r F /2 a F e e z a A• 2• ,266"Alum a.. ,. a-" " a J Tube Mun as �� � a5 Al a as ag A a , a mg, a g a a Iga d,, �i a is o fig bg E�' 1q�X Eg " EU11 6 b.. E@ b� Eff b.' EV 55 5g " g r q a. Eff o& 5 to g Y E@ & fr b` Eg r& fi h. 2a 11 2i y to i t 1/ 2a 11 21 17� la 11 2a 11 II 11 za 26. 11 gB P s 1 ;$ la i 2x 51 2` .1 2a 1i . co Ecv1 L g f g� ao �� Li a� f a� circ w - -_ y p I 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 8981 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170,0 521 151.6 1769 170.0 621 461n 1700 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 860 154.8 1548 170.0 680 1327 1545 170.0 680 110.1 1548 170.0 680 1/) 90.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170,0 654 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 1468 170.0 786 104.4 1468 170.0 756 1- n ft m 64 in 170.0 787 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 163.1 1376 170.0 837 148.e 1378 170.0 856 1223 1376 170.0 861 104.8 1376 170.0 861 91.7 1378 170.0 881 E. CO co O (J) 60 In 170.0 855 170.0 701 170.0 1063 170,0 797 158.8 1156 170.0 679 139.0 1156 167,4 930 123.6 1168 156.8 919 111.2 1156 150.0 012 92.7 1158 144.6 005 79.4 1155 144.8 906 69.5 1158 144.8 905 I-- W OD 0 631n 170.0 930 170.0 745 180.1 1061 170.0 850 137.2 1051 155.9 852 120.1 1051 142.0 845 106.7 1051 132.3 837 96.1 1051 125.7 635 80.1 1051 118.5 B22 80.6 1051 118.1 821 60.0 1051 119.1 821 C1 Q 6e In 167.1 067 170.0 789 138.3 957 151.6 805 .119.4 957 134.0 790 104.4 557 121.6 777 82.8 957 112.8 707 83.8 957 108.6 759 69,6 957 100.0 750 59.7 957 89.9 748 52.2 957 88.9 748 3 ? J m aU . i 72 In 128.7 804 1352 698 107.3 804 1152 684 91.9 I 804 1 101.3 671 80.4 804 81.4 660 71.5 804 84.1 650 64.4 sof 78.8 643 53.8 804 72.3 633 46.0 804 98.9 629 40.2 804 89.8 828 W `2 =I "+ .Q v 76 in 109.4 722 114.4 630 012 722 97.2 618 78.2 722 85.3 606 68.4 722 78.7 596 W.8 722 70,3 688 54.7 722 65.5 580 45.8 722 69.5 570 35.1 722 56.7 565 34.2 722 66.2 564 N a-_I �° rcZ 7814 101.2 686 106.6 600 04.4 685 89.8 688 72.3 685 70.5 577 63.3 685 70.5 560 68.2 W5 64.5 560 50.6 685 60.1 553 422 646 64,3 643 36.2 685 0754 537 31.9 685 W,7 536 F" 60 901n 85.3 519 W.0 457 54.9 515 57.5 449 47.1 615 50.1 441 41.2 515 44.7 434 38.8 515 40.8 426 33.0 618 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 615 29.1 404 z Q >( Z N 96 In 54.3 453 65.8 404 45.3 453 47.1 397 36.5 463 41.0 391 33.13 453 36.4 555 30.2 453 33.0 379 27.2 453 30.4 374 22.8 4551 26.6 366 19.4 453 24.3 380 17.0 453 22.5 35G a. I- 00 8 "O m0 © S•i 108 In 30.1 358 39.0 323 31.8 358 32,8 318 127.2 358 28.4 313 23.9 358 25.2 308 21.2 358 22.7 304 19.1 358 20.8 300 15.5 356 18.0 293 n 7n 'n y 111 In 35.1 338 35.8 308 29.3 338 30.1 301 25.1 338 26.1 297 72.0 338 23.2 203 19.5 338 20.9 289 17.6 338 19.1 255 ® CC X 2 CO 1201n 27.8 290 29.3 264 23.2 280 23.8 260 19.9 230 20.6 258 17.4 290 182 253 15.4 290 16.4 249 . 2 U N ¢ c CO 1441n 16.1 201 19.3 186 (5 Qct.. . Z 0 0 TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA: o -I N gra mcc Anchor Capacity Table Os) 0 ( .5 C�a"� Suts5ate 2.7K1bf0Me 3.53 Calc. Hoke/CMU Merl CMU PT Wood MOO (DP,•")X ANCHOR CAP.,,,„,,„ F 0 ❑ ( )=ANCHOR CAP.„,,,, MULLION CAP.,„„,.„, 5'16::: v4•s6p[wB1EE[o A95100ic90losted Olzseel 412 066(11;5 PRODUCT REVISED Anchor Clip Patterns Anchor Type a/te Eco Ullman va EkoUllmeon 3'tC Elea warn v4•EkoUl4acon ( ) (G51 (G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR an complying with the Florida Unrxon AggreGaor UArac[n A 2cad Rom CS s[raW Sumg Me Distance FnL 1' 2-1/2 1' 24/2' 31/8' 1" 2•v7 1' 2-1/2' 2' 31/8' 2' 0.4a. 0.54" 0.324° CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Enteane6 1374' 134' 12/4' 1-34- 2' -0.04• 1-114' 1.1/4' 1.7/4• 1-1/4' 1-i/4' 138"_ 108• rates ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 - _ _..- ..- '374 _.- - -- 2Anctas 04-79'MIA o.d.191an0aN a OCsel©ip(Flg 1Y 350 Ns 350 1[0 450 ms 890 Its 16441Gs 901Cs 280 I<B 354 ms 740 Nos 144 664 1138 946 Its 341105 44210e 560 OPENING,WHEN I7 IS LOWER THAN THEMULLION Expiration Date 05/26/2021 4 Anchor9 0 1.15-1418.0.0/8tenO310(Or 0054I1 COp Fig 2/. 453 55 700103 N/A WA WA N/A 380 8s NIA WA N/A N/A WA 6821D3 885 its 5120165 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors 03"Min.O.C.I(2)2c5Argle Clips/FI587 780103 780166 680 Its_ 15120 Ids 1866 A34 5 NO IN 54018N/A 7W IIs 748139 80709 189265 1382 Its 685 Its 51009 MULLION.IT WILL YIELD A MINIMUM ANCHOR By f 4 Anchors 50.45'Min.O.C./UCAp,Into.126'Num(lI 4) N/A WA WA N/A N/A 14/A WA N/A - WA N/A WA N/A N/A WA 1430 Ito CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Dad roduct Control _ 1Arcmr IF-GIp(R9 SF 195 CB 15626 22 Ms 44510. 622163 13505 14005 1771133 ' 370IN 187 lbs 33261 47358 170 Its 221 8332000+ ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancmo 66 1.16'1,11R 0,CJ F-0IIp(P5 67 210 55 350 IN N/A WA N/A N/A 160115 NIA N/A N/A WA NIA 34100 442 NO 560 ga ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE1: FIGURE2: TABLE NOTES: _i--1.250"-( . ® • ® 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET'25 FOR INFORMATION /,�,// ® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t 11111111177/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `5,la0\SY L.... 4 r FIGURE 3: 3.188" - •.1 �.•' 1}CEN41••/�l ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE • Q':' '.fns CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS :�.: No,58705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7}_ 0 0 e • BE USED -.265° _ � IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDGROUT-FILLED ;" BE PRESSURE-T REATED FATED YELLOW SONCRETE BLOCK NIT IITHERN)SHALL PINE W TFOI AN SG OFOASTM 0.55 ALUMINUM SHALL BE /////,/� O S A E T• �• �\ FIGURE 4: FIGURE 5: FIGURE 8: D SHALL ''n •• 8063-T5 AND BE A MINIMUM OF.125"THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND ���s4•1'•.'ORIOP-,-'•�s, ® 1.25'X 3.188'X 285"MULLION /.j L)/ G\,t" .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A38.ALL ® • ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1.1/4'VF MULLION) JJy/ONAL 1e 1,11 • #10 ti#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 5.5.OR 410 S,S, - O , A.LYNN MILLER,P.E. g FL P.E.#58705 • TABLE 9A Mullion Capacity Tails milt) y iF IIMilOpening Width(tarvendattymponni g mations}orOpening Helaht(fornerhontsRyspanning=Mans)00n 80n 701n 826 80In 860In 12211 tagto 180toRaelen0dter Trep Tllo,g, tio1lonalar Tn^.pRdanp. 98389ular 71opTdnp. 880lonpuiar 7rapm7ang Reclangutar Tredang. Ran931,, irapRdeng. Recutar T p7Tdnv. 808181rgater Top7ldana Raelanglar TreplTdan M.160 Lnednry Load,g Loading Loading Loading Loading Lo,,0n Loading Laming Loading LoedhD Loading 1080102 Loading Loading Loading Loading Loading O y nlM umaa ',. s '� a �. � n� 4 la1II II II I II GI I II IIIlaI III a 1 I LLID ID i 111 i> t ! 1 , 1 ! !! 11Th, 111 it 1 II 1 f li !I 1 i t li 1 1 1 1 Ji ig ", 0 421n 170.0 020 /70.0 435 170.0 714 120.0 478 170,0 668 870.0 000 170.0 022 170,0 610 170.0 1118 170.0 621 163.3 y1110 170.0 521 127,7 7118 1700 621 1096 1114 170.0 521 85,8 1110 170.0 627 w481n 170,0 700 170,0 524 170,0 850 170,0 854 187,8 078 879,0 630 146.7 876 170.0 881 130.4 978 870.0 877 117.3 078 170.0 880 97.8 008 1700 600 83.8 478 170.0 600 73,3 078 470,0 880 J o58.02518 170.0 747 170.0 583 170.0 888 1708 631 160.7 927 /70.0 604 131,9 027 1085 708 117.2 027 150.1 890 105.6 927 156.3 608 87.9 921 106.3 590 78.4 927 168,3 895 609 027 150.3 695 a m S I 04In 170.0 707 170.0 612 161,3 800 170.0 091 132,5 088 153,0 883 116.9 569 741.9 689 103.0 869 134.0 660 82.,7 809 129,0 654 77,3 868 129,9 662 602 069 128,8 852 57.9 069 1208 062 LU (- 851n 143.5 746 703.8 834 119.4 748 132.3 820 502.3 746 117.8 808 89.5 740 107.6 599 70.6 746 101,5 592 71.6 746 08.8 587 59.7 748 03,3 883 51.2 748 03,3 563 44,8 748 83.3 663 !Y M 772 £ 031n 123.7 877 132,0 570 103.1 077 1113.2 I 605 00,4 077 100,4 858 17,3 877 81.4 646 89.7 977 89,2 539 81.9 971 81.0 634 51.0 677 77.0 029 44.2 677 76,7 520 '307 677 70.7 620 ; U C) 5 081n 107.8 517 414.1 630 087 617 It 07.9 1 810 70.0 017 063 609 67.3 817 78.3 600 59,8 617 72.6 494 53.8 017 88.7 488 44.8 817 84.4 403 39,4 017 83.7 482 8 03,8 017 03,7 482 . �2 a Z 72 N 82.8 518 87.1 400 00.1 518 74,5 440 09,2 510 80.2 432 1,51.8 816 50.9 426 48.1 518 64.2 419' 41.4 610 60.2 414 34.0 516 48.8 400 20.0 618 46.0 405 28.9 810 486 400 -. Z rn g g' 1 W M Jf p 0 761n 70.6 465 73.2 406 087 468 82,8 388 80,3 465 94.9 '380 qb.i 4B6 49.4 384 39.2 465 48.3 378 36,2 qea 42.2 37d_2sd d85 90.3 382 30,2 is5 38,6 564 22.0 465 30.1 383 J g TB in 052 441 88.0 387 -54.3 441 57.7 379 48,8 441 Bab 372 40.0 441 46.4 388 382 441 41.8 380 328 441 38.7 358 272 441 34.9 340 23.3 441 33.1 248 26.4 441 32.7 346 a J �80 o /Z 001, 42.4 332 43,8 205 36,4 332 37.5 289 30.3 332 323 284 28.5 332 55.9 280 23.8 832 28.1 276 21.2 332 24.1 272 17.7 332 21.3 256 16.2 332 19,0 202 13,3 932 10.7 289 Q p r ! 66 Ci 35.0 281 35.9 260 28,7 291 34.3 258 13.0 201 204 262 27.9 281 23.3 248 198 281 233 244 t75 291 79.5 244 74.8 281 17.1 238 52 2 5 241 f5.8 232 Z Q Q � p7 I 108110 24.8 230 26.1 209 2138 '230 21.1 205 17,5 230 19.3 201 .18.4 230 162 196 )- X• Z CO rf3 111 h 22,8 218 23,1 101 168 218 10,4 104 18,2 218 10,8 101 14,1 216 14.0 788 - 4 u0 NO 120M 17.9 187 18,2 170 14.0 187 15.3 167 r -� 1 '- ^S (/1 N+h a o E' ® X CO 03 02 U CI O co 4 TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA: p d i Z m N I Anchor Capacity Table(lbs) , g LCL'rox slrv¢1mie: 2215 Commie 3.58 cox, Nam CMS Fad CMU PT Weed Meta! Df" ANCHOR CAP.,,,,,,„„„ O g g°-7 h-2 ( )X t }""ANCHOR CAP.,,,, 6116"Elco 1/4'S9 Elco 5710'Moo 1/4-SS 8150 810 Steel 012 Steel 812 Med MULLION CAP.,,,,,,,„, Anchor type: 3/16"Elco Ullmcon 1N'Ebo Ulba"on 3,te"Etco Ultmoon 114"Cleo Nlneen PRODUCT REVISED Anchor Clip Patterns URmden 800.0010/ 121698870 Aisse0oler same mg sow(cfi) semw(cs7 USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Edge 0141alice)n); 1" 2.1/2" 1' 2.1/2' '. 2.1/0' 1" 2-112' 1" 2.112' 2' 3-VO" 2- 0.40" ' 0,64' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN BuildinCode __ Embedment Ne. 1.314. 1-am" MN" 1314" 2° 1-1/4" 1-1/4' 1-174" 1.1/4' _ 1-1/4" ' 1-1/4" 2" 13/8' 18/0' _ 101108 ACTUAL PRESSURE REQUIREMENT FOR THE MOA-No. 17-0630"01 2 Anchors®4.75'Mtn.O.C./OIondant or 08001 Cip(Flg,17 300 ho 303168 450168 890100 1644 lbs 270128 ..280100 354Ib9 740 Ms374105 064 les 946125 340@n 442168 580 be OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date.4 512612021 4/whom®1.18"MI6 O.C.l SlaMerd(or Offset)Glp(Fig.22 480100 700 lbs WA N/A N/A WA 3801bs N/A N/A NIA WA _ WA 682160 860160 112076s CAPACITY(FROM THE TABLE)OF THE SELECTED Macre 4re@ 3'Mbt 00pe 0.C.1(2}2x5 Angie /gig32 780168 780168 58008 '156016¢ 1898 Rel 045@8 560263NTA 760110 ' 740 fin 880160 189208 602 An 885113a /12058 MULLION.IT WILL YIELD A MINIMUM ANCHOR By 3400845 60 0.04•Mm,0.0./U61Ip,hla.100'Alum.(Fig.42 N/A N/A WA N/A NIA WA N/A ' NIA N/A N/A NIA N/A N/A WA 959 Ma CAPACITY WFIICt I MAY BE USED TO QUALIFY Mlaml-b. Product Control 1 Arched FQtp(51g,67- 105 hs 185 t0s 225 ass 446188 822 Zs 135 too 140 the 177 IW 370 Ms 187160 332 Ms 473 IDs _170 038 221 @a 200 Ica - ADDITIONAL ANCHOR OPTIONS FROM THE oh 2Anor8 01.15'Mm.0.O/FGip(FIB.8p 240010 350105 WA !' N/A NIA N/A 1901136 WA N/A NIA N/A N/A 341 the 44210, 580103 ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: -"_.1.200" h-1.250"--1 Q • ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ' 111 ""i ol%i'''''i*,, 0 6 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, i- 1 1i11441117I)7ir FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE `\`�` Y LY g,/ /rrr3.250" 3.260', 4 ��pN"-,,,NrSHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS r LICENANGLE �,•'' :jam%CLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS 5 ,• • • ® BE USED i .. TE./ No.58705 �IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND 1 *• _GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL r .!eBE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE g ,F{GURE 4: FIGURE 5: FIGURE 8: .... r % .,...rs :z" O010 .0q5"THICK(8 GAUGE STR63-T5 AND BE A MINIMUM OUCTURAL STEEL TO BE AT LF.100"THICK.STEEL EASTS �125"THICK E A UAND A3&AM GRADE LL AND O SATE F ./.7,,,.,_,- --; :'4/�� t� ,100" .100"- 'Ct�1.' (OpIIOP..•' �``�, • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 125"X 385"X,1tRY' 1,26"X 3.25"X.100" i., 1S ....... • #10 ANCHORS INTO WOOD MAY BE STEEL,18.8 SS.OR 410 S.S. FIELMULLION FOR MULLION FOR D-MULLEFUNITS FACTORY-MULLED UNITS r77 i7 NAL O. • A.LYhisi QIILL0h,RE, FL P.E.#58706 Illi" • TABLE!DA - 111011112 0 k R Mullion Capacity Tab10 oboe) $ Opantng 1A4c{th(forverliceily-9pamxng m1Nons)co-Opening Height(!or harizonta6y spanning mations) A' SO m 92 In 70In 00 m 30In 100 in 120 In 140 In 150 In IP 3 126 x326 Rectangular Trap?rlang. Rectangular TLns34nn0. Rectangular TLssdIn g. Raele�utar Trep3Tdang. Ro 9505n for TLos4lnng. Rectangular TLn d9ang, Rectangular TnpTlan9. Ra r i ondingg. Rectangular Trb Loading g§",'- a x.824 Loading Loading Loading Loo&ng Loading Loading Loading Looting Las&ng Loading Loading Loadhg loading Loading tooling Loading Loading Loading .1„,,, R �°= Alum-Tube .B E... if Ew E E,.. E 'a_ lot '6... 'E E_ & f_ E E_ .1 .F„,' .I 'Ea i' •E.. .0 '„ E 'E .E E,-, 'E a a E E E_ E '' .. Mum'n c :1 ; ea g gag gag 3€ g ga t. s �f EA E Ear la i >a a El E EA s Ea i rya E � u V U V U V V .„ 0 V U U Uv U Co U V U UG U V, IC Qi. 5C t Iv .4 kg ti SS 41 41 Als�. AV .1i =QF. 2 s €E e tg Av ti i e i iv „i 6,� i Id v xU H c7d' �> 024 Ear la g, Ei -c 3i f€ d a �. d`o' `�' d`022 f @ d`a' 20 $c4 $e I. d`n6 �, d`z` 6 d`a'I 02 8 $d $@. 8 d E @ d`rc <' - d`024 f� d`107 & $44 5 0: €. Q`a X'@ d" 0 ,=.;;.4--& LU __ -_ O s 42 in 470.0 524 770.0 435 170.0 744 770.0 478 770.0 868 170.0 506 579.9 892 170.0 579 1748 1176 173.0 627 170.0 72,40 170.0 521 179.0 1489 170.0 527 170,0 1736 770.9 621 179.9 1983 770.0 627 40 In 170.0 708 170,0 524 170.0 860 170.0 694 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 600'170.0 1700 170,0 660 169,7 1079 170,0 630 110,6 1979 170.0 380 a ? 472 0 50.5251n 1783 747 170,0 553 170.0 846 170.0 631 1700 1046 170.0 694 170.0 1185 170.0 723 170.0 1345 170.0 747 173.0 1494 170.0 750 170.0 1793 170.0 756 1526 1877 170.9 736 133,5 1871 170.0 755 t2 CC g x 54 In 170.0 797 170.0 512 170,0 996 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 903 170.0 1434 170.0 637 110.0 1594 170.0 056 156.4 1760 170.0 861 134,1 1760 170.0 001 117.3 1759 170.0 B81 C7 It1 O h O (A Fr In 170.0 085 170.0 701 170,0 1033 1700 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1611 1700 956�t45.0 1511 170.0 5033 120.0 1511 170,0 0083 WU 1611 170.0 WO 90.6 1511 170.0 1063 w . Z 83In 170.0 930 070.0 746 170,0 1113 170.0 953 170.0 1302 170.0 340 365.6 1373 170.0 1015 139.2 1370 1700 1076 125.3 1370 164.3 1082 104.4 1370 165.9 1072. 99.6 1370 153.3 1070 78.3 1370 163,3 1070 m 36 In 179,0 974 170.0 709 170,0 1169 170.0 903 155.6 1240 170.0 1002 136.2 1240 168.6 1013 4 121.1 1248 147.1 1000 108.9 1240 133.0 969 30.0 1240 130.4 9711 77,0 1248 129,0 576 63,1 1240 129,0 976 Si . � d a -- J 72In 157.8 1049 1753 870 139,9 1049 150.2 992 119.4 1043 132.1 676 104,9 1049 119.1 860 ,93.2 1040 30.07 949 93.0 0049 102.7 830 69,9 1049 41.3 825 69.4 1049 81,2 820 1 623 1049 91.1 020 -. J�* 0}p{ t 7Bin 142,7 941 146.1 822 118.0 941 126,0 036 101.9 941 1112 791 59,2 941 100.0 777 '79.3 941 91.7 766 71.4 941_86.5 757 69.6 941 77.8 744 61.0 941 74,0 737 44.5 841 73.3 736 OW-. =g 9! ,� 5 78 in 132,0 894 137.6 763 110.0 094 110.9 767 54,3 694 102.4 733 82.6 894 91.9 745 73.3 894 94.1 730 56.0 854 78.3 720 55.8 094 70.7 707 47.1 0994 57.0 701 41,3 694 05,1 090 73 a ..4.G 7,.. 30In 83.9 671 80.7 595 ,71.6 671 74.4 665 51.4 671 66.3 575 53.7 871 50.2 666 47.7 671 623 558 43.0 671 46.9 651 35.8 671 43.1-639 30.7 671 39,7 331 25.9 671 37,9 628 Z 1- . ra 90 In 70,9 690 73.0 627 59,0 690 61,4 510 50,5 590 53.4 609 44.3 630 47.5 602 139.3 530 43.0 481 36.4 690 30.6 458 29.6 680 34.7 477 25.3 690 31.6 469 22.1 690 29.0 464 F. Qom' X• 2 CI Gp 1601n 49.7 456 60.0 421 443 456 42.6 414 35.5 450 91.1 406 31.1 406 32.9 402 '27.0 456 2&7 330 24.9 406 27.1 381 20.7 466 23.6 307 17.0 465 20.2 376 16.5 406 19,6 370 Cal 52 01 g MO MO 1111n 46.6 441 40,7 400 36.2 441 39,3 393 32.7 441 34,1 307 29.6 441 30,2 362 ,26.4 441 37.2 376 22.9 441 24.9 332 19.1 441 21.5 363 16,4 441 19.3 366 14.3 441 17.5 351 n N 02011 38,3 370 38.9 344 30.2 378 31.0 339 76,8 318 26,6 334 22.7 378 23.7 329 20,7 '378 21.3 326 18.1 378 19.4 321 35.1 370 18.7 314 a{` CC x Y 2 444 In 21.0 262 21.2 242 17.6 252 17.8 239 3 262 15.3 230 t~-) N CO CI) 16 Q 024 zm0 0 TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 - u400'� Anchor Capacity Table(lb.) - O ori • 00045030 275C64c05/n _3860m0, WACO/40 Filled CMS PTW002 64393 (OP"„)x[ANCHOR CAP-,.wv'.�=ANCHOR CAP. s O 'k, 0/16'0010 3/4'SS6co 1010.650 114'SS 8153 #1061ed 61291001 #12 Sleet XMULLIONCAP.,,„,,,,,, PRODUCT REVISED Aube<iypa 9116'Dco Mtrsm 1/4'Eta UIImCon 1016'Elco Macon se 65oulmcon 9 9M Uftr4c07 AggreOdOr Se4atf(05)9crew(O6) soar 405) An9horClp Patterns UOraeon A USE THIS FORMULA TO OBTAIN THE ANCHOR as coin tying with the Florida OpCletars°pn' P 2-172" r 2-112' 3.119' r 2-112- 1' 2•/7 x 3-118^ Y 0.48' 284" 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN Building Cade 6700e0n0a n 13 024 14' 1 ' 1714" 1-014-_ 21 1-1/4' 1-1/4' 1-1/4' 1.114" ' 1.734' 14/4' 2' 1-18" 15/9' vales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 7Mctors64,79'MIN O.C.101a80090307600007(73g.4) 3905, 390106 450109 809134 1644159 21359 28059 36454 740109 37456 664100 44059 341150 , 4 104 66053 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A7cho9®1.16"MIn0,0/Standard(O Clhe0Cap(Hy.2) 4905s 70059 N/A NIA NIA NIA 380194 N/A WA WA N/A NTA 632121 88553 1120114 CAPACITY(FROM THE TABLE)OF THE SELECTED Expiragon�0 45/26/2021 4ArchOrs(�3'54i.O,C,7(2)255.0185 t21p315R59j. 703844 780139 719054 16 5s 1886571 640309 560185 NTA 7601 74554 5808H 789253 502139 806 tta 1123 59 -.^' MULLION.IT WILL YIELD USED ANCHORBy 3Archaatg 0.64"Ant 0.0,/U-Clip,550.1otr Alum. N/A N/A N/A WA N/A NIA IIA NIA _ N/A NIA WA NIA NIA WA 45059 CAPACITY WHICH MAY BE USED TO QUALIFY Mans P.tact Control 1Ana bar/F.Clp(Flg62 1955s 19596 22559 446034 822105 13500 , 14004177159 370106 1575s 332116 47359 179109 221709 280109 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anehon 51,19'MIn 0.0!0-Cop(FM 6) 24054 35076 N/A N/A N/A N/A 10016 l WA WA _. WA WA WA 341159 - 442109 560159 ANCHOR CAPACITY TABLE, FIGURE 1: FIGURE 2 TABLE NOTES: r-1.260" 1.250" 0 0 O ® 1)SEE SHEET/FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION IL.V4 0 0 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �i / �� 2)UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. f ! / % `4.,0%%11111/i,,,, 71 t FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE i :�\...\\.....Y YN'... , �'� ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3,250`§ 5 3.257' a' i- .L:' r.. LtOENSF'0./.:(e CUP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. r i • ;r ` Q. No,58705 •��. II •• i » 0 BE USED _-`nk; *- IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND / / 1 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM F90.WOOD SHALL f �����/��' %/ --4 ''�`!j �.y - FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55,ALUMINUM SHALL BE 0''''�1 .6'4" �4 SAO p f-� J : ,,: 6063-T5 AND BE A MINIMUM OF,100"THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND• %f/� / �' STA E O ® .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36,ALL ' t "••4tORIDA,. 'or • 0 0 #10 ANCHORS#12 ANCHORS INTO WOOD MAY BE STAL SHALL EXTEND AS EEL,,,3 SCREW 18.8 S.S. R�OE9�S.BEYOND THE MATERIAL 1 MULLION FOR.524' 1•25'X 3.25'X MULLION FOR 4 '��'iSfONAL E'�G�1� FIELD-MULLED UNITS FACTORY-MULLED UNITS `/7/71 I i 1 I i 17411` • A.LYNN MILLER,P.E- FL P.E.#58705 • • F. TABLE 110. 0 w Mullion Capacity Table Ohne) Opening WMdth Or verticaly-Spanning m4d3on9)orOpenhg Haight((01 lnrizo1691yspenning mullions) (� �' LLO d yQ 50 in 60 In 10 in 8O In 90 n 100In 120 in 140 in 160 1n ^ w 115x]94 Rectangular Tr Trap/Mang. Reclauguiar epRnang. Rectangular Ting/Piano. Rectangular Trepadang. Ractangalar Trap/frian0. Rectangular Traprftiang. Rectangular Rap/Mang. Rectangular TrapRdang. Rectangular Ttapalang L ` x 824 Loading Loadi.od6 Loading Laadng Loading leading 10 Loading Loading Loading Loading Loading Loading Loading Loading Loading L4adm9 Leading Leadlng o2 U Alum-Tube '^ S S ,6 r a £ F .2 '• '" 4 '• " it s € _ s _ a _ € _ asz a_ a _ s s z E 60, Mullion a E E€ a . I. ao a 0 Ea, s g ' a .€ a a E- og E as a El 0 . a v@ w Li o 0 uo u of 8 0 0" o'o 0 o 0 om 3 v 6' 0 S 0 3 ob, 0 0 ra v oa u u 0 14. t ` e€ s => ec _3 p iv = iv €i i� = 0.o Z 6t it. ti '5%-:‘ PQ € a e 3 =P l 4 o !u)e S _ p _ _ . a dz �o �s 5'2 R& �e ie sa �� fo 4< � �� sg . 8 -&'. & � �rcifo dz a� d`z` 2 �� 3 d`z z._. �. 32 QA i& & a r Z ". 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 86B 170.0 506 170.0 992 170.0 619 170 0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 170.0 1903 170.0 521_ W J I de In 170.0 708 070.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 861 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 600 170.0 1983 170.0 680 170.0 2267 70.0 680 rY -5 CO 50825 In 170.0 747 170.0 663 170.0 896 170.0 631 /70.0 1046 170.0 024 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1696 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 766 170N0 2391 170.0 758 2 Ino I -- 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 764 170.0 1275 170.0 603 170.0 1434 170.0 837 170.0 1694 170.0 666 170.0 1913 170.0 661 170.0 2231 170.0 661 1602 2403 170.0 861 09 W O (n K CD M W 60In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 870 170.0 1417 170.0 944 170.0 1594 170.0 926 170.0 1771 170.0 1033 170.0 2126 170.0 1663 148,3 2163 170.0 1063 129.8 2163 170.0 1063 -1 F L) 1p (A 63 in 170,0 930 770.0 746 170.0 1116 170.0 050' 170.0 7302 170.0 840 170.0 1488 170,0 1016 176.0 1673 170.0 1078 170.0 1055 170.0 1122 158.9 2060 170.0 1169 134.5 2060 170.0 1171 117.7 2060 170.0 1171 ¢ M W Z a 651n '170.0 974 170.0 1 789 170.0 t 1169 170.0 903 170.0 7364 170.0 1002 1703 1559 170.0 7086 170.0 1763 170.0 1155 170,0 1918 170.0 1210 143.0 1966 170.0 1275 1226 1966 170.0 1286 107.2 1966 170.0 1286 2 Z CL d> 8. 2 o J 721n 170.0 1063 170.0 879 170.0 1275 170.0 1009 170.0 1408 170.0 1126 170.0 1700 170.0 1220 154.1 1731 170.0 1315 138.7 1734 169.0 1386 115.6 1734 165,9 1361 09.1 1734_150.6 7362 86.7 1734 160.2 1352 W 2 J� L. 3 . E 75In 170.0 1122 170.0 937 170.0 1346 170.0 1090 160.5 1556 170.0 1209 147.4 1656 1653 1285 131.1 1556 151.5 1366 117.9 1556 141.3 1261 98.3 1556 125.3 1229 842 1555 122,3 1219 73.7 1656 121.2 1210 ��{{ 'D 2 te c22 i 78 in 170.0 1151 170.0 967 170.6 1381 670.0 1116 155.9 1477 169.3 1246 136A 1477 152.0 1224 121.2 1477 139.1 1201 109.1 1477 129.5 1191 90.9 1477 116.9 1168 77.9 1477 110.8 1158 68.2 1477 109.3 1164 g Q . 1; 90 in 142.0 1110 146.5 956 1104 1110 123.9 969 101.6 1110 1073 961 68.8 1110 903 936 76.9 7110 57.6 922 71.0 1110 80.7 910 592 1110 71.3 891 50.7 1110 65.6 875 44.4 1110 627 870 00 Z (0) Q B N 67 16 In 117.0 975 120.3 872 07.6 976 1015 856 83.8 575 893 842 73.2 976 79.6 829 66.0 976 71.2 617 65.5 975 65.4 807 48.8 975 57.4 789 41.6 (~9 975 52.3 775 36.6 975 49.3 767 Q X Z W 108 In 82,2 771 64.0 695 606 771 70.7 525 66.7 771 613 674 51,4 771 54.3 664 45.7 771 49.0 655 41.1 771 44.9 617 34.3 771 38.9 632 29.9 771 35.0 621 25.7 771 32.4 612 a. (n . oQ 111in 76.7 730 77.3 551 63.1 730 65.0 660 54.1 730 56.3 640 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 31.5 730 36.6 600 27.0 730 31.9 599 23.7 730 29.5 581 W 4l-) 120 in 59.9 624 01.0 669 49.9 624 51.2 560 42.8 624 64.3 652 37.5 624 39.2 644 33.3 624 35.3' 637 30.0 624 32.2 031 25.0 624 27.7 619 27.4 624 24.6 509 10.7 624 22.5 501 " 2' X 0 ( 144 In 34.7 433 35.1 1 400 28.9 433 29.4 395 24.8 433 25.4 390 21.7 433 22.4 386 193 433 20.0 301 I 17.3 433 162 376 t - U ry Q O O ¢ D_0 Z CO (/7 TABLE 11B 5C i 5-0'0 ANCHOR CAPACITY ADJUSTMENT FORMULA: o ,--5 t `<c mD Anchor Cepa sky Table(IW) v F ANCHOR CAP.,a,,,,a, F o`-'a- Su5412tC 27k C4xxn3e 15K CIX1C. Ntlbw CMU Bled Chiu' PT Wmd Metzl _ (pP,",)X =ANCHOR CAP.ar, 5106109 1/4"SS Bc0016'Ei00 1/4"SS Eco B708te4 912 Steel 812 Steel MULLION CAP,r,o,.,,,, PRODUCT REVISED - AnchorCllp Patterns Anchor type: ate EI00 WniIXl 114'Elco UIlrMon ate Elco Ugrxm 174^EIc0 UO2con ( ) ( USE THIS FORMULA TO OBTAIN THE°ANCHOR a- complying� U5.61 AggraGator Ultracal A{BaG6l(r Screw C-6 .errs(Gz) Scree/G5) s with the Florida Edge 226lalxe 6n) 1' .24/2' 1"' 2-1/2' 3.1/8^- 1' 2.1/2 0' 2-1/7 2'. 3.1/8' 2• 0,49' 2.54' 0.324^ _ CAPACITY REQUIRED"CORRESPONDING TO AN Building Code EV19115 5110 134' 13'4' 13/4" 14'4' 2' 1-1/4"_6-1/4" - 1-114' 6484" _ 1-1/4• 1-114' 2' 1-38• 137' vales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 26661204 64.75'Mia OA.I Standee a offset CID Pg.17 non _390 09 `9-9010,--YY-590 106 1644 lbs 270049 2801t3 '304355 .740154 974 bi 664 Ms - 246154 341196 442104 550103 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Am8on 61.15"54110 0.C./0181Cat(0 06000082(319 27 480 gn 7(0 0>s N/A WA N/A J N/A 3W 104 N/A WA N/A WA WA 6211ns 085166 1121104 CAPACITY(FROM THE TABLE)OF TI IE SELECTED 4A1c1on 031.4I9.0.C./(2)255 A181e Ms 1(993) 780195 780150 08019. 1560 Its 1896100 54019s 560 IC NTA 76010. 743180 060124 1892166 68211as 885104 1121196_ MULLION.IT WILL YIELD A MINIMUM ANCHOR By .// 4 A1811015 6 0.54'MI5.O.C./WCBp,IMO.100'AWB.(Fig.4) N/A WA _ N/A WA N/A N/A __ WA NIA WA N/A WA WA NM N/A 12610E CAPACITY WHICH MAY BE USED TO QUALIFY Mime -DT a Product Control- - t Anchor/Fop(9g 5) 695105 105 88 22519s 445154 622 Ds 135 Ds 140199 17719s 370104 187 Ds 332154 473 84 170196 221 105- 280104 ADDITIONAL ANCHOR OPTIONS FROM THE 2An0Ron 61.16'MIM1 0.0J F476p(99.6) 243 Ws 350140 NIA WA NIA N/A 190115 N/A -84/A NIA WA WA 341 lbs 442®s 560104 ANCHOR CAPACITY.TABLE 1,250"-( FIGURE 1: FIGURE 2: TABLE NOTES: 0 ® 00 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 11 ��� ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \\,„,0""8,„,YLYN ' FIGURE 3: �\ ON...••••!vy2, • ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.94" ......,:.‘e.-'.J1.10ENgF'.,-K.,vi CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •..COP 0 0 ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -*:. No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = /n,( • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL r _'D •v- - FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ✓L •r ' 8063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND . � . 624" ��T-•, FATE •'',..,4/./.c:- 119 (V` ® .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL -� ' CCs '• OR1DP.•'' \?�` ® ® ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 'i s/ NG'` #10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25°X 3.94'X.624' A tfr N M ktil(B)11P,E. • MULLION FL P.E.#58705 TABLE 12A19 • Mullion Capacity Table(lbs/ie) ® n 'B )ice o zz Opening Width for vertically-spanning mullions)or Opening Height(for norlsontally-spanning mul94ns) �� 53 b 60 b 70 In 80 In 90In 100 In 120 in 140 In 160 In i LL ____. __ .:. _ 1_ O Rectangular Wep77dang. Redengular Thep/Mang. Reelan9ular Trap/Tdang. Rectangular 7rapflnang. Rectangular Ttap/7dang. Rectangular T pl78eng- Rectangular Trga'7dang. Rectangular Trap/Ring. Rectangular 7 prnang. gr 2 x 4x.25 Loading Loading Loafing Loading Loading Loading LoadIg Loading Lood,tg Loading Loading Loedb9 Loa60g Leading Loaning Loadng Leading Loading .� a Alum.Tube .i' P P P p l P ,�• P P ,�' .' 4 P F P P L A" P ,: ,1:' i� t i' P f^ ?�... Mullion a a i R R as A ag as a ag as n K g a RE K RI 4 a baa Rs i RI a ar a VI g 513 4.13 s 41 5p be s¢' 8- a/ 6.7; 6 g 41 5g 4. gee i 81 1& €1 Lt la sg m= t$g as' §g a3 5gII lig ori sg `a lig ga ,ag mi 1LO s LJ IA. , is d`1 E1, d`l la Inc So 1 II d`& II drc la lm f� L dK ac 1 RI :it fA 1 5A c. & d`o: 2c d8 ; d. 32'8 �c 5 Z of W . .._._ _.____ -._. _. - _ _ __._ __ _ W C4 0 42 in 170.0 620 170.0 435 1700 744 170.0 478 170.0 858 170.0 606 170.0 892 170.0 619 1720 1118 170.0 521 1720 1240 Wax 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1963 170.0 521I 481n 170.0 709 1740 524 170.0 050 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.D 1275 170.0 677 170.0 1417 170.0 680 '170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 I/O J I Co 17 509325 in 00 747 170.0 563 170.9 896 170.0 531 170,0 1049 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0- 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 00 13pi_ = 64 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 855 170.0 1913 170.0 881 170.0 2231 170.0 661 170.0 2950 1700 '861O H 9015 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 879 170.0 1417 170.0 944 170.0 1594 170.0 1396 170,0 1771 170.0 18333 170.0 2125 170.0 1063 170.0 2479 170.0 1063 160.8 2680 170.0 1063 h7 I:1.3 07 CO LU 63H 170.0 930 170.0 745 170.0 1116 170.0 860 170.0 1302 170.0 940 170.0 1488 170,0 1015 170.0 1673 170.0 1078 170.9 1869 170.0 1122 1740 7231 170.0 1169 169.7 2553 170.0 1171 145.9 2553 170.0 1171 P'. z Z 661n 170.0 974 170.0 789 170.0 1189 170.0 903 170.0 1384 170.0 1002 170.0 1558 170.0 1086 170.0 1763 170.0 1155 170.0 1948 170.0 1210 570.0 2336 1702 1275 151.9 2437 170,0 1206 132.9 2437 170.0 1260 6 7 .. 2 1 Z 72In 170.0 1063 170.0 678 170.0 1275 170.0 1009 170.0 1498 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170,0 1387 1456 2184 170.0 1400 124.0 2104 170.0 1529 109.2 2164 170.0 1530 - Z c cul 761n 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 166.1 1960 170.0 1421 148.6 1960 170.0 1505 123.6 1860 161.6 1548 106.1 1960 164.0 1535 92.9 1960 152.7 1531 uI j W O Q. U c Z 55 78 In 170.0 1161 170.0 967 170.0 1301 170.0 1118(170.0 1 1611 170.0 1250 170.0 1842 170.0 1160 152.7 1961 170.0 1474 137.4 1861 183.1 1500 114.5 1661 147.3 1473 992 1661 139.8 1459 85.9 1881 137.8 1454 01 JQ 71) r 9� J 601n 170.0 1320 170.0 1144 149.1 1390 156.0 1210 127.8 1300 136.0 1198 111.8 1398 131.3 1179 90.4 1396 110.2 1162 89.5 1398 101.6 1147 74.5 1398 89.8 1122 83.8 9358 02.7 1105 55.9 1390 78.9 1098 Z 1- J Q p1 a1 96 N 147.4 1229 151.5 10981i 22.9 1229 127.6 1078 105.3 1229 111,2 1061 _92.1'._1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 024 1016 61.4 1229 72.2 993 52.7 1229 65.9 977 48.1 1228 62.1 967 I- F ,•,Z 9 CO 108 In 103.6 671 105.8 877 86.3 971 89.0 862 74.0 971 77.2 649 '764.7 071 68,4 937 67.6 971 61.8 825 51,8 971 56.5 815 43.1 971 49.0 796 37.0 971 44.0 782 324 971 40.8 771 a (n N In i o O 0 _ n 111 In 85.4 919 97.3 812 79.5 919 81.9 819 66.1 919 70.9 008 59.4819 62.9 794 93.6 919 58.7 764 47.7 919 51.8 774 39.7 919 44.8 756 34.1 919 40.2 742 29.8 919 37.1 732 1 ,. x 1201n 755 706 76.8 716 62.9 786 84.5 705 53.9 786 55.8 595 47.2 766 49.4 604 41.9 788 44.4 677 37.7 766 40.5 668 31.5 788 34.9 553 27.0 786 31.0 041 23.8 786 28.4 639 80 CO u) 144 In 43.7 548 442 604 36.4 548 17.0 488 31.2 646 31.e 481 27.3 548 28.2 485 24.3 546 25.3 479 21.8 546 22.9 474 18.2 545 18.5 484 15.6 546 17.2 465 a 13.7 646 15.5 440 U N Q O O TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: � �� m0 s.0 Anchor Capacity Table(159) ANCHOR CAP.,,a,,,a, O `O m.0 Suslmie: 274 mrcINe 360 Conc. Hdlw('MU RHO CMU PTWood Meta (OP"„)X( )=ANCHOR CAP.,,,, U F o'�' 516'E150 114.SS Boo 516•Elco 1/4.59 FJco a10 Steel 41291eel ail steel MULLION CAP.�„,.N Anchor Clip Patterns Anchor Type: 9/t6"Emo Unrecon v4•Sic ouba<On 311E ElroUllrsm v4^EI[oUhracon A mer Macon AggrK9mor Screw( screN saw USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED U3-vr 09� ( ) LGA (5) Edge Olstarce pnr 1' 2-vr t• 2-v7 3-ve' 1° 242 t^ 21r2 z• 3476" z 248• 9.54• 6.324^ CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida • 5150Onent(Inl: 1314' 144" 15/4' 13'4 2• 1-1/4" 1-114" 1.1/4" 144" 14/4° 1414' 2• 1-3'e" 13/0• var165 ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2 Anchors®4.75"MIR 0.C./stardm0 or Offset ClIp(FIg 182): 390105 3(O IW 45)105 890 m0 1641104 270105 267 bs 354 9/s 74011¢ 374150 GSA 159 946139 341155 4421¢5 T 665 Its OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 4 Anchors®2.66"Mat O.C-l Standard(or03001)0361 Mg.3), 740 lbs 740196530 lbs 1465 Me' 1424 9/5 N/A 5L015 WA 695155 WA 000 109 5/A resits 895/50 11201.9 CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 6 Anchors t01.71'MIn.O.C.131an03n1(or OMOet)Cllp(Fig 4): 655 lbs 758 lbs 1948166 N/A WA 786 Its N/A 795117s NIA WA N/A 902218s 1327165 1680105 MULLION.IT WILL YIELD A MINIMUM ANCHOR / _ 4ArcOe15B3"MIn.O.C./(13215Ang/e Clips l(FIg SX 780155 7 69.7109 1561166 1666 20 o4016i, 580/5 NIA 766159 746105 680 Ins 189290 602 Ns 9858 1120184 CAPACITYWHICH MAY BE USED TO QUALIFY By 6Arc hors®5"MG.O.C./12)245 Anglo Clips/(516 6X 11709/6 117009 1026 lbs 2340165 2844 lbs 51 05 840 Its NIA 114018; 1122105 1327106 2536156 1022110 13279a 1503145 ADDITIONAL ANCHOR OPTIONS FROM TIIE Miam-$,,s__‘--,r----# . Product Control BArc1:rs @1.34°MIn.O.C./U.C11p,Into.125"AIm1.(FIg 77 NTA WA N/A N/A N/A WA WA N/A WA N/A WA N/A N/A WA 10739/ ANCHOR CAPACITY TABLE. 6ers®0.64'•MIn.O.C.I04:IIp,610.120,81011.1Rg Bk N/A WA N/A WA NIA N/A WA y A70nNIA N/A N/A WA N/A NtA WA 2M se 2 Anders®2x38"Ma O.C./FOC,re 07 370109 37010; 315 9/5 743 lbs 712185 WA 250 Ito N/A 34B Its NIA 440 IDs NIA 341 109 442145 560105 3 A1c4»V 1.71'MIn.O.C./F4:1117(F4.101: 443 9/4 525104 379105 073156 N/A N/A 36310 NIA 399106 N/A WA NIA 511 Ds 664160 540 to NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: TABLE NOTES: 2.000" • • 1 • • • • • %//////////////// t1(11111I1r/ • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ,���ONY LYNN// GENERAL INSTALLATION METHODS. yz i FIGURE 6: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 250" %4.000" ---1.*- .:*�.• No.58705 -. • •• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN // / • • • 1E1. THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE 0 j -_-. ..6-7124-----.:,.-• • • LOCATIONS. FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT % O4•.• ST ((/` • • (FIGURES 506) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. i S G , 1 NI MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046"THICK(18 2"X 4'X.25"MULLION �'7,S1'ONAL e`;',0'‘ •• II • GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND Al LEAST 3 SCREW IN PAIRS. A.L.4141V MILILIg2,P.E. • • THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.55FL P.E.#58705 TABLE 13A 1161 Mullion Capao1Ty Table(Ibaht=) IF•$ m 0000160 Width(for vertically-Spanning(niton)or Opening Holght(far horiz n1ally-sparNrg mullions) x$SOIn 60110 7010 80 h 90In 1001n 120 In 140In 160 In 2i'` KRoods s/010r TrepRnmg, Rectangular Tra{YM00p Rnninngntaar 'Ear/Tdang, Rectanedar Tiuptrdanp. Rectangular 4apfOdang. Rectan0,4 n 'mµ171009. I Rectangil40 napftiien. Roniagdor 70572040, Reotary ta• Trap1Trlang. .� LOr a 0 2 X 6 x.25 Lcedog Loading Loading Loading Laming Lowing Loa0m0 Loading Loading Lowing Loacing Loading I 10040,9 Loadng Loafing Loading Loaning loading o; Aiutti Tube a _ s .s_ d^ a '_ _. z :.• a z• .�• 2^ :<• ?' =• L• .. �' cv Mullion g. g a $G g a a €� �� @ 55 `@ € 5 6B ri =� a s e a 15 it 1 -5 21 1 5 41 5 it 5 $ 5:5 51 55 15 21 1 Qtr $ t1 5g 4 e5 4 s si x( gas JP I ' v z1 a al . r. ll z la $2, ge a 2`0 as 1 _way s 4a a 2z la l 1. 2r2 z . al la aa a ° fns ..__ y t 42 In 170.9 020 170.0 435 170,0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 519 1 170.0 1116 179.0 521 170.0 1240 170.0 521 170.0 1408 170.0 521 170.0 1735 170.0 521 170,0 1083 170,0 521 700 X 4810 170.0 708 170.0 524 170.9 650 170.0 584 170,0 952 170.5 630 170.0 1133 170,0 661 170.0 1275 170.0 677 170.0 1407 170.0 680 770.0 1700 170.0 080 170.0 1083 170.0 080 r 170.0 2287 170.0 680 m 3 00 50.6251n 1700 747 170.3 583 1 170.0 899 170.0 837 1700 1045 170,0 664 170.0 1195 170.0 723 ,170.0 1345 170,0 747 170,0 1494 170.0 756 870.0 1103 170._756 1700'2092 170.0 750 170.0 2391 170.0 758 7zW w ce tY -±- 54 1n 170.0 787 170.0 612 170.0 958 170.0 691 170.0 1116 170,0 754 170.0 1275 170.0 803 1170.0 1434 170.0 037 170.0 1694 170,0 050 4 170.0 1913 170.0 861 170.0 2231 170,0 861 170.0 2550 170.0 601 C7 W p o 5) 80th 570,0 085 170.0 701 170.0 1063 170.0 797 1780 1240 170,0 876 170,5 1417 1708 044 170,0 1504 170.0 908 170,0 1771 172.0 1033 770.0 2125 170.0 1063 170.0 2470 170.0 1063 170.0 2833 170.0 1063 _ 0 LLi 0 631n 170.0 930 170.0 745 1700 1116 1780 850 173,0 1302 170.0 940 170,0 1488 170.0 1016 170.0 1673 1700 1078'170.0 1855 170.0 1122. 170.0 2231 170.0 1189 170.0 2503 170,0 1171 170.0 2076 170.0 1171 Z .c 86 In 170.0 974 170,0 789 170.0 1169 170,0 903 1700 1384 170.0 1002 170,0 1550 170.0 1006 C 170.0 1753 170.0 1155 170,0 1940 170,0 1210 170.0 2330 170.0 1275 170.0 2727 170,0 1289 170.0 3117 170.0 1286 g 0 m X co 72In 170.0- 1003. 170.0 878 170.0 1275 170.0 1000 175.0 1488 170.0 1126 170.0 1700 170,0 1228 170.0 1913 170.0 1315 170.5 2125 170.0 1367 1 170.0 2550 170.0 1468 170.0 2975 170.0 1529 170.0 3400 1700 1530 W CC.)o 0 =1 7610 170.0 1122 170.0 937 170.0 1340 170.0 1080 170.0 1570 170.0 1209 170.0 1704 170.0 1322 170,0 2019 170.0 14211 170.0 2243 170.0 1505'170.0 2852 170.0 1629 170;0 3140 170,0 1694 170.0 3589 170.0 1705 a� O 6 nZ f 7810 170.0 1151 170.0 007 170.0 1381 170.0 1016 170.0 1811 170,0 1250 170,0 1842 170,0 1309,170.0 2072 1170.0 1474 170.0 2302 170.0 1564 170,0 2703 170.0 1700.170.0 3223 172,0 1777 1170.0 3883 170,0 1798 N •Q W >� 0) -- 00In 170.0 1328 170.0 1144 1700 1504 176.0 1328 170.0 1859 170.0 7498 170.0 2125 1700 1053 170.0 2391 170.0 1793 170.0 2656 170.0 1018 1 170.0 3188 170.0 2125'156.0 3413 1700 2273 136.8 3413 170.0 3301 F z 51 Z N 61 901n 170.0 1417 170.0 1232 170,0 1700 170.0 1434 170.0 1883 170.0 1622 170,0 2267 170.0 1704 170,0 2550 170.0 1952 1170.0 2833 170.0 2005 160.0 3199 170.0 2338 137.1 3100 186,8 2470 120.0 3199 156.1 3428 17 1--. 0 CO co a to 10"0 1p ap 0081n 170,0 8554 070.0 1409 172.0 1918 170.0 1647 170.0 2231 170.0 1870 170,0 2550 170,0 2078 104,8 2781 1700 2271'148.3 2761 181.9 2333 1723.8 2791 140.4 2201 105.8 2751 125,0 2234 02.7 2701 116,0 2190 n ET, ('407 o 0 0101n 170.0 1638 170.0 1454 1706 1908 170.0 1700 r 170.0 2203 170.0 1832 170,0 2021 170.0 2149.151.8 2032 103,3 2245;128,8-2632 148.4 2219;113.0 2032 120.4 2188 87.8 2832 115.1 2126 85.4 2832 1083 3080 )( 2 2 120 In 170.0 1771 170.0 1586 170.0 2125 170.0 1859 154.4 2252 159.0 1001 735.1 2252 141.4 1984 120,1 2252 1272 1038 108.1 2252 110.1 1015 190.1 2252 99.8 1872'77.2 2252 88,9 1830 i 07,5 2252 01.4 1608 O X xxI- F 1441n 125.1 1554 126.6 1445 104.3 1564 108.1 7425 89.4 1584 01.5 1407 78,2 1564 80.7 1300 89.9 1584 72.3 1373 i 82.6 1954 55.7 1350 1 521 1584 56.0 1330 1 44,7 1564 49,2 1306 38,1 1584 44.4 1283 O Q 04 Q0 0 TABLE 138 a z. CO ANCHOR CAPAGT7Y ADJUSTMENT FORMULA: a a a i0 027(:1 Anchor Capacity Table Ohs) ANCHOR CAP.„o,,,,,, 8 €CmC eubstrete: 2.76 Concrete 3.55 Gana Hollow CMU Pam CMU PT Wand Metal X `7,a`"5 0.),,,,„„,) =ANCHOR CAP,,,, L- Nte'EWe t/4"05Etoo 3710"Elco 1/4'50OlIn 073Stool 9l7SInal 00251001 MULLIONCAP.,n,,„.• PRODUCT REVISED Anchor CV Pattens Anchor Tylm; 3/100 Rico Ullracon 1/4'Elno U9r0oo11 iii oocn 3116'Elco Ultracon NV Ekp Utmoon A re0afor 71110%El A p 99 g9reDa8ar 014014(OS)000,00(os) snow(Os) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Edge Ustanoe Qn0 1' 2-112' 1' 2-1/2' 3-7/8" 1' 2.107 1• 2.1/2' 2' 3-1/8" 2' 0,48, ' 0,64' 9324° CAPACITY REQUIRED'CORRESPONDING TO AN Building Code Embedment n7 1-3/4• _ 13/4" _ 1-314" 1-314" 2' 1.1/4' 1-1147 1-1/4" 1-I/4' 1.1/4° 1-1/4' _ 2" 1318' 1.3/0" 1 vias ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 PAnabom 0 4.761 Mir.O.C./Standard or Met C9p(R0.1527: 30015s 390 51.3 450 the 899150 1.644 Es 275 Es 280150 ' 364150 740 E-3 374104 884(50 948110 341150 442 @a 580 Es OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AncIore® MM.4.88'M0.0./Standard(or M000015(700 3): 700 Es 780 lbs 900 lbe 1780150 3232155 540108 560105 708150 1400 lbs 748110 1272165 180210.5 682 ib0 00515% 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Data 05/2672021 SArwIwm N 1-71'000.0.C.1 Stondeld Inr01081}OP Pla.47 1180710 140070.5 1010105 259510.0 WA WA 040 Ib, 0670 1005110 WA WA _ WA 1363155 1770150 2240110 MULLION.IT WILL YIELD A MINIMUM ANCHOR BY ��.' 4 AleIl 879 3"MIS 0.C,1(2)2x5.90910 Cops/(F0.5):, 76080 78000 680110 1504110. 1986105 5/0166 5130 lbs WA 760110 748100 880110.0 100210.5 08210.5 685100 112010.5 CAPACITY WHICH MAYBE USED TO QUALIFY Mom-.a.e• •elect Control 8 Anat..(0 3"Mtn,0.0./12120 Anglo Ceps l(FIg.80 1500110^ 158015,, 1360150' 3120 lbe -3792165 1080 Es' 1120 Es WA 1520110 1498@s 1780 lbs 3914158 1383 Es 1770/So 2240150 ADDITIONAL ANCHOR OPTIONS FROM THE 12 011chom a 137 MIS O.C./(2)205 Angle Gips/(Flo.70 1060160 2100 Es_ 1440 150 3780 Ibs WA WA 1320 Ms WA 1500159 ' WA WA WA 2045 O0 2654 Es 3360 Ibs ANCHOR CAPACITY TABLE. 4 Ana5010 B 1,34'ME,0,0.!U-Clip,Into.125"AMSn.¢10.87: WA WA NIA WA WA N/A ' WA 005 WA WA 000 N/A NIA N/A 1430 lbs 8 Anchors®0.04"MIn.O,O,/UtCip,Into.125"Akira,(Fig.00; WA N/A WA NIA WA WA WA WA WA WA WA WA NIA N/A 2881 Ibe 1----2000"-7.1 2 Anoaao 6 4,80'Min.OW 0-134,(Mg.107 390160 390 010 450 Es 890110 1816 55 270 Ea 280150 354150 740 lbs 374 Ila ' 636 019 048155 -311 11,0 442110 560110 4.900100, 1.711 011n.0.00/F-010(F00 110; 5901110 700 Poo 5951 m 1298 the WA WA 475 ISo WA 533 lbs WA 010 WA 682/5s 895 ills 1120110 err//r///r//f • 250" NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1; FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 0: FIGURE 9:FIGURE 10: FIGURE 11: • . w s • • •• r ♦ 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON I • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. % % �.�`41N 111111 ,/T+ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 8.000" ...,''.4:`,'..• UCENg•' i • • . • • ( • • 1 0 • ♦' • ' • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS Q,: '• 4 • =' • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON {i C'*: No.55705 FIGURE 5: FIGURE 6: FIGURE 7: SI GETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. % - • 7i( 5 ANGLE _-0 . • • • • • • 6 e CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC!301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED % tt �= (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ='�C?�'• B ATE 0 pr�� • • •• • ♦ •• • •• 5-7 YELLOW SOUTHERN PINE WITH AN SG OF 0.55-ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF-125' MUST BE % �(hyy ••;c,<ORIOr`.•'� ` THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO /rinirr AO • •• •• •• •• •• • •• USED IN _ '' 4 1 FA1pS BE AT LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW +++StQN (,,��(v THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,10-8 S.S.OR 410 5,5. 2"X 8"X,25' A.LFL•P.E.ly5E70iP.E. MULLION FL P.E.#58705 TABLE 14A 6 � Mullion Capacity Tablo Phone) y' $ 1 Oponing Width(/or vertlrally-spannirg melon)orOpening Height(tor horizontally-sparring newts) S� b 601n 601n 701n 801n BO In i 100 In 130 In 140 In 163 In g LL Reetagudr 7lnpTA®g. Re to gulat 7m I. I _n -__-re P7 O ng RTnang RMta59 7rl.sadlarg. RL ading Y TLo din8g Retia pdsr Tmoodisg Re0lano Wer Tl Loading g10010*ngular TrLFRllerg. Reangular7rno80116 Raoadingeno ar 7110.40mg. 1,26"112,1r Loading Load no Loading Load no Loading lrmdbg ' Leading Lording Loading Loading loading Loading Loading Load rtg Loading Load6g Loading Ioadi,g E* w R.126'Alum I£ o Tube Mull t..- 3F.., ¢' t.. S,... 11:1 b -... A c a- n n.- v ._ o.., cd 1, g &4g � @4 y $ taiQ�` g- & g- 25 sa as N - _ !4 t7 d t1 Lf U l� l tS 13`IV 6a 7� a �� �� � a � ea gF 14'41 .� 7� g. ; g s s La+')3 s LSag p� � 1°' `}L�, 51 ' a y2 s 2y. € b s 4y 5° pW F ! 2 a 3 H 8 5@ P 1 EB d " dtt .E K 21 LE c < '1 a 1a 3 �' Z S 7 <61'5& d ;E. �& Z �¢y t1J 9261 144.2 467.0 428 120.2 148.9 419 1030 1J89 90.1 526 134,6 411 -80,1 13q,1 411 626 1341 411 60.1 134.1 411 91.8 528 134,1 411 �s 134.1 111 N al_ W J 4861 96.8 t08.0 333 80.5 94,7 J9 69.0 68A 6D.4 4D3 81.4 377 153.7 79.7 315 1� 403 796 314 50.3 79.6 91; 345 403 78,8 3N 78.6 314 CL D 1D 50 62 82,3 91.0 696 79.3 294 'Sae 71.9 51,6 87.2 ,45.7 64.6 41.2 638 34.3 83.6 283 299 362 955 753 25,7 Set 835 283 F Ill m 2 I- g 541n 87.8 74.1 56.6 64,2 281 48.5 57.7 42.4 63,5 37.7 60.8 339 459 F 259 49.1 248 F 24.2 316 49.1 248 21,2 318 49,1 248 C2 LU O ~ u 60th 49.5 63.1 44.2 497 214 35.3 40.7 30.9 37. 27.6 34,8 247 3014 1 20.8 32.2 201 17.7 258 32.7 201 !15-5 258 3'1.2 201 F fn cp '3 6311/ 427 45,6 r' 39.8 8 99,1 195 30.5 34.7 <, 26.7 31,6 +' j 23.7 29.4 �. 21.4 260 17.8 28.6 183 15.3 234 28.5 163 13,4 234 26.5 103 w Z a 3 fib M, 37.2 213 39.4 163 71.0 213 33,7 179 26.5 713 28.9 178 2'3.2 303 21.5 173 20.8 213 26,1 170 16,8 213 237 169 15.9 213 22.2 107 13,3 212 720 186 111.6 213 -.720 155 Z D 0- , 5f Z 72 in 26.6 176 30.1 155 23.9 179 266 152 29.4 179 226 148 17.9 179 20.3 147 16.9 179 18.7 145 I Z J Z 6(J I . . w ^2 D 1 ' 0 7811/ 24.3 167 75.4 140 20,1 iBf 21.0 137 17.4 161 19.0 136 75.2 161 17.0 133 ryF 7 D ¢Z 78 In 225 162 23.5 133 18.8 152 199 131 16.1 152 17.6 728 I 1 in _I �A •• ,- TABLE 14B Z Z n- ¢ W 03 ANCHOR CAPACITY ADJUSTMENT FORMULA: F- Q • Z r`i ' Anchor Copecly Table(Lbs) (ANCHOR CAP.,,,,,,,,,, O F- X 91231//10 2.75 concrete 3.00 Core. . HoIbw CMU F3100GNU PT W0011 Mea (DR,. ).ANCHOR CAP,,,, e. 11/ !90 mo Arcntt ryps 3116'Eko Nlydcm 1/d-Eko lIDrxm 0016'660 3116'Elco Ull2con 1/4"9106 Ullman 1/4'996110 5/I6'Elto 174'SS Moo 610 S1 d 91291951 412 Steel MULLION CAP.,,a,,,,,a �m $ Anchor Clip Pattama Unratm *59508/31 1620/81 Agge38651 Screw(65)3020(361 9620(O9) USE THIS FORMULA TO OBTAIN THE-ANCHOR Lu N. Eap flelaree(in} r 412' 1, 2.1,2' 3-1/8' r 4112' r 2'12' 2 3-116• 2' 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN 0 X Y Y embrament(Ug, 154' 1314' 144' 434' 2' 14/4" 1.1/4' 1474'- 1.1/4' 1-U4" 1-114' 2' 1.345' tare' vanes ' ACTUAL PRESSURE REQUIREMENT FOR THE U C- 5 4 Artmrt@3.NI,O.C./(2)245Argle Oip8(7'I.0 76016 763 ms 630196 15666 169665 54060 96084 NIA 753 to 748 Se 59060 183201 682 es 885 14336 OPENING,WHEN IT IS LOWERTHAN THE MULLION L6 Q CAPACITY(FROM THE TABLE)OF THE SELECTED d i Z O c• O MULLION.IT WILL YIELD A MINIMUM ANCHOR o. 2 €� CAPACITY WHICH MAY BE USED TO QUALIFY 8 , 0 / o' ;EC EC ADDITIONAL ANCHOR OPTIONS FROM THEul ANCHOR CAPACITY TABLE PRODUCT REVISED • as complying with the Florida Building Code ,NOA-No. 17-0630,01 Expiration Date_05/26/2021 • TABLE NOTES: - Mleml-Be/Product Control 1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - r-1.266"--1 • -- iiia_ FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. y 0 0 0 '0 , HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.115' 1 . FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i { ANGLE CLIP MUST BE USED IN PAIRS. % y1' 111 I l r r I r 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED go .125' 1 1 NA/r/' CONCRETE BLOCK UNIT)CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - -�� �f- r ��� ON..Lsi.....! �'i YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125' I 1-';�'' 1.ICENSF',..'<�� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26"X 2.11'X.125'MULLION F '.�5 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _* No,58705 - • THE MATERIAL#108#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. - I -' SAO ATE p�. [4` 7[z 'i CC ''-20RDGV „;..,i0 �� ,\ , NAL A.LYNN MILIA,P.E. FL P,E,#58705 -- TABLE 15A ®�N n �Fxt Mullion Capacity Table(16012) (VgOpening Width(for ler8eaiy-spar21na=Mons)or Opening Height(for oriznrdalyspaning mulllon9) • } a 50 In 6a N 701n 60 N 90 In 100 In 120 In 140 In 160 In r. o _ _ _ Reetangllar "Rap/Siang Rectangular Trap/Slang Rectangular TrepRdang. Rectangular Trap/Meng. Rectangular-TFapRdanO. Reetanpiar TraplTdang. Rectangular 71eplTdallg.I Rectangular TmpRdeng. Resiangukr llap?darg. L v 3.25"30 Leading LoadingLoading Lowing Leading Loading Loafing Loading Loading Loading Loading Loading Loading bowleg Lowing loafing t Leading roofing cY w DEG.AL 20 A i" ,.v A. 4• 'L• n A. Ti A. 4' 2 .. rs-.'3 4.. '0 t A. 3/ D L ! L A a - i A g. 5- La LL BAY MULL o n m r,� $ ° E. S � °�., w .�g €. �� " a ° w ° �� a�, � � Cs/ a� (t'a (3 t:,4 51 g. c�,2 gg 15g, ga_13.g 21.5g �E �„ c�il � $ 5� g�,5 al51 , t $'Ag �� 5 red;6 E 3 c��`i 5 a s of l 2i �- c'4 11 S "E ❑ ��U W zA s�. <rc� f€. � a �m € rc z r� a� z dna i�. �rc �- 4 1 e.s' 1 arcis� d�i s `� W _ 42 in 170.0 620 17x,0 438 170.0 744 170.0 476 1700 864 170.0 506 170.0 492 170.0 919 i 170.0 1176 170.0 621 170.0 1240 170.0 021 j 1708 1180 170 0 621 I 170 0 1735 170.0 621 I 148.1 1740 170.0 627 W J 0 4815 170.0 708 1700 524 170.0 850 170.0 584 1 170.0 992 170.0 630 170.0 1133 170.0 681 ,170.0 1275 170.0 677 170.0 1417 1700 680 152.2 1522 170.0 680 130.5 1622 170.0 680 ,114.2 1522 170.0 6 K J 80 N p .. CO 50.3251n 170.0 747 170.0 583 170.0 898 170.0 631 1 170.0 1040 170.0 804 170.0 1105 170.0 723 ,170.0 1345 1700 747 164.2 1443 170.0 758 1'138.9 1443 170.0 750 117.3 1443 170,0 756 '1026 1443 170.0 756 (9 W -7 o F- 54In 170.0 170.0 612 956 1700 = 170.0 1116 170.0 764 170.0 1275 170.0 1 160.4 1353 170.0 : 1144.3 1353 170.0 120.3 1363 170,0 861 103.1 1353 170.0 861 90.2 1353 170.0 881 K 03 co c:7 CO 50 In 170.0 170.0 701 1083 170.0 167.0 1218 170.0 578 145.1 1218 170.0 129.9 1216 159,5 110.9 1218 152.1 07.4 1218 146.1 913 515 1218 146.1 913 73.1 1218 148.1 913 e( i- 0 Z 83 in 170.0 170.0 745 1116 170.0�I 1502 1160 168.8 933 131.4 1180 153.0 . 110.9 1150 141.9 105.1 1160 134.2 97.6 1160 126.7 871 '75.1 1150 1282 870 65.7 1150 1282 870 Z M EL LU m 2 g 88 In 170.0 170.0 780 152.4 1048 165.8 661 130.6 1040 146.8 884 114.3 1045 133.1 650 1101.6 1048 123.4 839 91.4 1048 116.8 830 762 1048 109.4 821 65.3 1046 1082 818 57.1 1048 1083 018 Co z co 8 .6V m 721n 140.8 147.0 704 1 117.4 880 12.0 748 100.6 850 110,6 734 88.0 080 100.0 722 702 880 92.0 712 70.4 880 882 703 58.7 880 79.2 us 693 50,3 680. 75.5 608 44.0 880 76.4 086 J s '>O =a 0 ,2z 7e In 119,7 125.1 690 89.8 790 106,4 676 05.5 790 93.3 563 74.8 790 83.8 652 66.5 790 78.9 843 j 59.9 790 71.7 635 49.9. 790 6E1 624 42.8, 790 62.1 619 37.4 780 61.5 617 j e.g.."' 2 t....- ..- r- Y M 781n 110.8 11E5 857 92.3 760 9E1 644 79.1 750 089 832 69.2 760 77.1 621 ,01.6 750 70.8 612 554 750 6E7 605 4E2 750 50A 594 3E6 750 5E2 688 1 34.8 760 65.5 688 Z Z >- Q 901n 72.1 74.4 500 60.1 563 820 491 i 61.5 563 54.8 483 45.1 563 48.9 475 1 401 563 44.4 468 26.1 563 40.9 462 30.0' 563 30.2 452 25.8 583 33.3 445 122.8 683 31.8 442 f Q m Z c-‘..' 1 0 )- lW St at �.CO.�O %7n 59.4 81,1 443 49.5 495 51.5 435 424 485 44.8 427 37.1 495 39.8 421 33.0 495 38.1 416 207 496 33.2 409 124.0 495 29.1 400 21.2 493 286 394 18.6 495 25.0 390 0) 1081n 41.7 42.6 353 34.0 391 35.4 348 29.6 391 31.1 342 26.1 781 27.6 337 23.2 391 24.9 337 '20.0 391 720 328 17.4 391 19.7 721 1 11.9 IBI 17.6 315 Fn r - W Ur N 711 N 384 39.2 335 320 370 33.0 330 27.5 370 28.0 325 24.0 370 26.3 320 21,4 370 22.8 318 192 370 20.8 312 16.0 370 18.1 305 , 0 0I IL 0 c0 0) 120 In 30.4 317 30.9 289 26.3 317 26.0 284 21.7 317 22.5 250 19.0 317 109 276 16.9 317 17.9 273 I (9 0 M Q O O 144 In 17.8 220 17.0 203a'3 Z m O 3' .O TABLE 155 ANCHOR CAPACITY ADJUSTMENT FORMULA: 5. 25 grew Anchor Capacity Table pis) ANCHOR CAP.°,°„r,.6., O G A A m M-4--, a� SUbstate, 2.7k Ceccrde _3.58 Cane CMU ' Rae CMU PT Wood Meld _ (DP.)X( )=ANCHOR CAP.�, PRODUCT REVISED 5118•Elea 1/4"SS Eko 5118'6100 114'SS Eloo 1110 Steal 812 Steel #12 Sled MULLION CAP.6.m,,,,6., Ana/sail/9w 3118"Eko Ultra/Ion 1/4"EIoe Macon 3/16'1100 U(0,909 1/4'Eko Ntracon as complying with the Florida Anchor Cop Pattern• Ulbaoon AggreGabor Ultrae00 Agg100110? 60rew(103)Screw(05) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Building Code Edge Olsten0670): 1' 2-1/2' 1' 2-1/2' 3-1/6" 1' 2-1/2' 1' 2-1/2" 2" 3.118' 2" 0.48" 0.54" 0324" CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17-0630.01 Embedment(Nle 1-3/4" _ 1-3/4' 13/4" 15/4• 2' 1-114" 1-1/4' _ 1-1/4' 1-174" 1.04" 1-1/4" 2' 1-3)8" 1-3/8" series ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anoints @5'Min,C.Q./(2)2x5 Angle Clips 1(Fl0.1). 390160 390160 450th, 8901be - 1700lbs 270110 200159 354 lee 740150 - 374 lbs 720160 9480x6 341 lbs 44215, 5608n OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Archers®3.5'Min O.C./2)205 Angie Caps/(Fig.2): 780 les 780 Ibe 790 lbs 1670168 2525 hs 540 6s 580 lbs N/A 1120100 746103 88010s 1892 lbs 682 lbs 585(5, 1120 Dos CAPACITY(FROM THE TABLE)OF THE SELECTED By .....--___ 6 Anchors®2.71"MIs 0,C./(2)235 Angle pips/(Hg.3)) 1120159 1120 lbs 95864 224816, 225466 11/5 5401b9 N/A 105916s N/A 1320158 N/A 102266- 1327160 16801100 MULLION.IT WILL YIELD A MINIMUM ANCHOR Miami-13 ,Product Control CAPACITY WHICH MAY BE USED TO QUALIFY --- ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: ' iTABLE NOTES: EN • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. /// ///����"",/ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. /� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. % ((Iii/I FIGURE 2: 5 ltt( 1/r. .125" 0 `�` �N.1 LYNN'',,i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 7a • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30" '�' L S FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. IGEN& .. �i i �' ..A 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 9 /� 3.250" _*: No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 4 / - YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125" i �e3• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30°BAY i,„i�/ O�•, S ATE 1/ • LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION • • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. :�S3 <ORIO .-.GS. ,� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. '��/�iSj�QilNAL IN���\ A.LYNN it\LLER,P.E. FL P.E.#58705 TABLE 16A �a A Mullion Capaod)/Table pb6At2) � $ i Opening Width(forvertically-spanningmillions)or Opening Height(for horizontally-spanning mullions) �� o 501n 60In 70/n 001n I 90/n • 10010 1201n 1401n 1601n _ Rectangular Trap/rdan9. Rectergidar TlapTdang. Rectenguler TrepT4arg. Roclangiar TrapTdeng. I Recimplar nap/Meng. Racier lar Tre{J7dsng. RectangularTrepTdeng• Rectangular Trep/Tdan9- Rectangular Trap/hiang. z 3.25"45 Loading Lowing Loading Loading Laadmg Loading Loedm9 Loading Loading Lnadng Lwdne Loading Loading Lowing Lwdn9 Loading Loading Loading L o S w DEG.AL L g a e e n t e e a t L a a g r r a i r. Z b a BAY MU LL o1. .. a ag_ g .- fag g a_ m '0- �.-- v1 a ,. ". g v-� 9 € 8 3 kl' U c3� c7 3 c9 3� 8 Va k� s g�l f 5� S� 5� � 8� a� � ?.g h £ g1g $ �g V� L g ❑ v to tr_ €� tr_ 1i tr 5 a.P, r 8 tr• tr, a € E 5 5 o il �� "rc 8q 1.1 fg a1 51 t4 El b 51 S3 6 sg 4141 5 a off 4• ®_ 1 4 . 4 41 - z N w S ga d g_ �a sa .1& a-. .2&. . ¢`o ig 18rc 51 U 39� i$ d#a2 �-. ds sa a. s'- QElia. i & O 42 M. 110.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 506 170.0 092 170.5 519 170.0 1118 170.0 521 170.0 1240 170.0 521 175.0 1468 170.0 521 170.0 1735 170.0 521 1 180.3 1871 170.0 521 50 J � . 48In 170.0 708 170,0' 524 170.0 650 170.0 584 170.0 1392 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 6B0 163.7 1637 170.0 680 140.3 1637'170.0 880 122.8 1637 170.0 680 V) 50.62510 170.0 747 170.0 5433 170.0 898 170.0 631 1700 1046 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1562 170.0 759 126.1 1552 170.0 756 110.4 1552 170.0 756 2 W a 0 O 5410 170.0 787 170.0 612 170.0 956 170.0 601 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 637 1552 1455 170.0 858 128.3 1456 170.0 881 110.8 1155 170,0 861 87.0 1455 170.0 881 $ M /n W 60 In 170.0 885 170,0 701 170.0 1063 170.0 797 170.0 1242 170.0 878 157.1 1309 170.0 044 139.7 1309 170.0 508 125.7 1309 183,5 994 104.8 1308 157.1 9132 90.8 1309 157.1 902 178.6 1308 157.1 982 I- U CD • B3 In 170.0 830 170,0 745 170.0 1118 170.0 850 162.9 1247 170.5 940 142.5 1247 184.5 063 1251.7 1247 152.0 965 114.0 1247 144,3 962 95.0 1247 138.2 938 81.4 1247 135.7 935 '71.3 1247 135.7 535 W Z do m I 681n 170.0 974 170.0 780 170.0 1169 170.0 903 148,4 1190 163.7 985 129.9 1190 147.9 945 115.4 1190 136.5 928 103.0 1190 128.4 614 88.8 1100 119.5 898 74.2 1160 118.1 693 64.9 1190 118.1 893 Z Cl)0 5) _Ig QU e 721n 161.8 1010 168.8 877 134.7 1010 144.6 059 115.4 1010 127.2 842 101.0 1010 114.7 828 1 89.8 1010 105.6 817 80.0 1010 05.9 607 87.3 1010 90.8 705 57,7 1010 87.8 700 150.5 1010 87.7 789 01 2 J 3 g -go - 12 =' 761n 137.4 1308 143.13 792 114.5 008 1220 775 68.1 506 107.1 761 05.9 988 96.2 748 176.3 908 88.2 738 88.7 906 82.3 729 87.3 906 74.7 716 49.1 608 71.2 710 42.9 908 70.8 708 b- J = ,.1 N ¢ � r- J g 78 N 727.1 861 132.6 754 105.8 081 112.5 738 90.8 881 98.8 725 78.4 881 58.5 713 70.6 861 81.0 703 63.6 661 75.4 884 53.0 891 88.1 681 45.4 661 84.5 875 39.7 961 63,7 672 Z I- Q Q r -03v- 95 In r95In 627 648 65.4 574 68.9 648 72.1 654 69,1 646 62.9 554 51.7 646 58.1 545 18,0 616 50.9 537 41.4 646 47.0 530 34.5 646 41.5 618 29.5 618 382 511 25.8 646 38.5 507 I- < m Z NLull N r W go 60 o BB68.2 568 70.1 SOB 58.8 SBB 55.1 dB9 48.7 595 51.4 491 426 560 15.6 183 1 37.8 568 41.4 478 34.1 569 38.1 470 28.4 659 33.4 459 24,3 665 30,5 457 21.3 58 a ~8 28.7 447 r yO a 1081n 47.9 449 40.9 405 39.9 449 412 399 34.2 449 35.7 393 29.9 449 31.7 397 26.6 449 28.6 382 23.9 449 26.1 377' 20.0 449 22.7 368 17.1 449 20.4 381 115.0 449 18.9 356 N W Eii CCdi 1111n 44.1 425 45.0 355 38.8 425 37.9 379 31.5 425 32.8 373 27.9 425 29.1 367 24.5 425 262 362 22.1 425 24,0 358 18.4 425 20.7 350 15.8 425 18.8 343 6D CG Ui1.1J 2 Ln 1201n 34.9 384 35.5 331 28.1' 364 29.8 328 24.9 384 25.8 321 21.8 364 22.8 317 18,4 384 20.5 313 17.5 364 187 309 z () •0 Q O O 144 N 20.2 253 20.4 233 16.6 253 17.1 230 it a CZ (n (n TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: a0 ..-,p �mce i Anchor Capacity Table(lbs) ANCHOR CAP.,,,,,,,,, O S + E,--4-, • Subs Irate: 2.7%0900,010 3.64 Conc. Hollow CM0 FBIod CMu P7050od Mewl (OP.,)X( l ANCHOR CAP.,,,, j 5/18'Eon 1!4'86 Eko 5/10"Elco V4'Os 55, 810 Steel 5126tem 612 steel `MULLION CAP.,,,,,,,,,/ PRODUCT REVISED • AiwtN Type: 3/18'Boo UR/mon 1/4'Oho Ullreew 3116"Eoo Ultimo, 1/4'Elco Macon as Complying with the Florida Anchor Clip Patients ulbacon A9preeator u1LReon AO9rtGata sinew lOS)serex Los) scree ISO) USE THIS FORMULA TO OBTAIN THE"ANCHOR Building Bodo Edge Distance Ont 1' 2-12" 1° 2-1@' 3-118" r 244^ 1' 2.1/2^ 2' 3-1/8^ 2^ 0.46' _ 004° 0.324• CAPACITY REQUIRED°CORRESPONDING TO AN moa-No. 17-0630.01 Embedment(N): 1-3/4' 1-3/4' II 13/4• 3" 1-1/4' 1-1/4' 1.1/4^ 1.1(4" 14/4" 1.1/4' 2• _ 18/8^ 1.3/8- ' varies ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors D 6'Mtn.C.C./12)285 Angie Clips 1(FN.17 380 00 390 os 450 1107 8901ba 1100 Iba" 270 Ills 280 lbs 354 Hu 740 lbs' 374 lbs. 720160 949I0e 341 lbs 442 The 560 ma OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Anchors et 35'Min.0.C.((2)205 Angle Clips/(F10.2t 780 0s 780 os 790 lbs I 1670105 2525 Sc' 540 lbs 560 lbs NIA 1120 lbs 748160 880160 1892 Rs -' 6821ho 8851ba _ 1170 ms CAPACITY(FROM THE TABLE)OF THE SELECTED % 8 Anchor H 271'Min 0.G/(21 Z45 Angle Clips/(Fig,3): 112016s 1120100 858 lbs 2245160 2254 8.0 N/A 840138 N/A Mg Ibis 71/A 1320 Lbs WA 10221bs 1327 @s 1680 0a MULLION.IT WILL YIELD A MINIMUM ANCHOR By .� CAPACITY WHICH MAY BE USED TO QUALIFY !timed-Da Control .-- _ ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, FIGURE 1: TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. //•„, ' SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 9.'1' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE /j FIGURE 2: t 11,(II'„11/// 3)MULLION AND.MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2i, �f� ,vv1 NY LYNN ,, • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .(25" /% �• J1O,.-••••••N !� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4�,•' 1,10ENSF �(�i 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED • y /3.250" No,58705 - FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '2 • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" ' ��/ _-D : *_ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 7 s'.73��� �7- Q'` • LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45'BAY ,�i,//99 Q ` MULLION TATE F • • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,16-8 S.S.OR 410 S.S. A• ' i CCS '-.(ORION•,,•so ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS, '' 'ONAqL e\'',,v`� A.LYNNIM(4LEO1,P.E. FL P.E.#58705 • • I-1.000"-I F-/1.250"- -I % 1 - I1.000f-- -I . / - ra § / § .. 1.000" 1.000" I jI iii .125"-r g. I / .125' 2.750' .125' ir 2.750" .126" 3 ° .125" _-.125' I " 1.02.000" 2.000" . I- '/ / 2.116" CV/ / I .265' i e O I I -.126' I / j • I i I / 375• '75' 650 // " / I .125" Z 7 _ J/_ w O lll= _ 900" J 1'X2'X.125"MULLION 1'X2"X.375"MULLION • 1"X 2.75'X.375"MULLION 1•X2.75"X.BSO"MULLION 1'X3.125'X.5"MULLION 1.25'X3.188°X.265"MULLION 1.26'X2.11"X.125'MULUON o: 02 6063-T6 ALUM. 6083-T6 ALUM. 6063-T8 ALUM. 6063-T8 ALUM, 6063-T6 ALUM. 6063.70 ALUM. 6063-TO ALUM. X-SECTION X-SECTION XSECTION X-SECTION X-SECTION X-SECTION X-SECTION L�7 W CO 00 m Z co W N 0 e) (-9 �r---.126• r-.126' -11-.125" am, (n Z y i �i -i- I TABLE A z Z W� m$ 2 I 1 I STANDARD CLIP j I j j 2X5 ANGLE CLIP Dimension Value(in) For Mulllon: ,3' - M a 15' aU 6063-T6 ALUM. I I I 606376 ALUM. • O 1 `R ig. 2.000" i I XSECTION 2.126' 2.000" X•SECTION • A 1.625 F _1 D. rcZ / / I 0 U-CLIP I 1"X2'X.125" Q .� I I / I / 8063-TB ALUM. / B 2.654 CO `- • i I .125" X-SECTION -125 Aluminum z z~z U Q G1 rn i i� I C 0.895 Tube Mullion • F z0 z N D 0.740 a (n . i o mo .125"� CO r� I A 1.125 to " '-I.740"F- 1"X2"X.375" E W 5.500' ---{{{ B 2.404 Aluminum 6' . V) UY) I 3.125' I CUT HERETO .375" -5.000" _ C 0.635 Tube Mullion x i-- Q O 0 .375"^i CREATE FLIP,SEE I MIN. rU I ,376'MIN. D 0.490 Z MIN. r�DETAILF,SHEET4 A 1.875 E EA..5: ,. A,8 III' 338"MIN. 1°X275°"X oEN , U-CLIPB 3.000 .375AluminumLAA 606bT8 ALUM. I 2X5 ANGLE CLIP C 0.757 Nba Mullion TOPVIEW fios3-Te PROpUCT REVISED TOTO ALUM.IEW D 1'118 as complying with the Florida q STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312BuildinCode 1"X2.75"X NOA-No. 17-0630.01 FOR THE DASHED BOUNDARY.SEE SHEETS 5.18 6063-76 ALUM. B 3.000 .650" CENTER OF ANCHOR BOUNDARY. TRY.UE TOPVIEW CENTERT ANCHORIEANCHORIO.C. R:DISTANCE.MAXIMUMIAANCHOR Expiration Date 05/26/2021 WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER 1/16'. C 0.476 Aluminum SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED D 0.836 Tuba Mullion By DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Mlaml Product Control DIAMETER:ANCHOR DIAMETER+1/18", SHEETS 5-17 FOR THE A 2.000 ANCHOR o.C, TABLE B • 1"X 3.125"X DISTANCE MAXIMUM PGT Part# B 2.637 ,500'Alum 375, ANCHOR HOLE Mull Dimension(sheet#) C 0.863 Tube Mull -5.500' DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-Clip lAngle Clip .375" MIN. DIAMETER a 1/16', - -- - D 1.137 MIN. 1"X 2"X.125'(5) 66605 666113M 6661118M 666243M 666511M A 2.625 ' 1°X2"X.375"(6) 666006 666114M 6661119M 666244M 668512M B 3.262 1.25"X3.188' r r ., X.285"Alum 1"X2.75"X.375"(7) 66607 666115M 6661120M 606245M 666513M C 0.862 Tube Mull 1"X 2.75"X.650"(8) 66608 666116M 6661121 M 666246M 666514M 0 1.762 `\�111 I n l/ /, B 1.26'X2.11"x pNy.�YNN 1"X3.125"X.500"(9) 66637M 6861116M 6661114M 666242M 666515M R1 i A 1.813 .121"Alum ;�'�',•''I,ICENSF �(( I 1.25"X3.188"X.265"(12) 66641M 5661117M 6661113M 666241M 666516M Tube MI111 Q-:' ';F� J J 1.26"X 2.11"X.125"(18) 69370 I N/A N/A N/A 668517M * No.58705 OFFSET CLIP NOTES: 01..2.2.117. Q; .125" 6063-76 ALUM. � ;. 7 I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ��'• SATE • 4,, .740' I I H �i�s '•F�ORIDP.•'G\ � 9 . 2)SEE SHEETS 5-9,12&16 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.1.N (({,1 Ic5"A.E, //7 FL/ hetil F 5\`. 1.000° f-- --� 1.000" I-- 1.06r-1� h 1 740° _®o r„..,„, �/// .083" %�i/!/�.385" Cr ,125" t'" .Ofi2° A / I+ / / '11-'-,125' / %I 1 062" i i 1 , �, -� o .438" �� �� F 1 I j I j % ` .tea.. J /• 4.000" .125"STANDARD CLIP %1- f 9.„ L E. v 4.000" i i 4.000" i % 2.000 % 6063-T6 ALUM. / % 2.125" 205 ANGLE CLIP / 9 2.625" % ? / U-CLIP 2.000"/X-SECTION 8083-T6ALUM. 0 6063-T6 ALUM. 126'/ X-SECTION.125" X-SECTION ▪ •.126 '031" G % - % Z 5N% 1_% % .125OS / /j r0 %■ CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J Cl) 5. l�'125 375" .155°J '.0' DASHED,375" DASHE C RBOUNDARY.SEE SHEETS AXIMU 0 ANCHOR 2 N ANCHOR 0.0.DISTANCE.MAXIMUM ANCHOR D Et-°, HOLE DIAMETER:ANCHOR DIAMETER+1116'. LLI 03 o o I- 1'X4'%.126' 1"X4"X.375 1'X 4'X.375" 5.500" CO MULLION MULLION "T"•MULUON CUT HERE TO 375" 5.000° 375° 0 eR LU 8063-Ts ALUM. 6063-T8 ALUM. 6063-76 ALUM. 3.125" X-SECTION X-SECTION X-SECTION '375" I_CREATE F-CLIP,SEE MIN. g z MIN. j DETAIL F,SHEET4 , Z Q ONLY ON W• m FACTORY 1.594" )^-1.250°-y I .375" 1.594° icra I I r r CENTER OF r .376" ;g 6U VERSION ANCHOR HOLE MIN. ❑ � 4 i 9 4r r [/. 9°/ MUST LIE WITHIN J 0_ ��a:h 7�i I' j/� 0 1 BOUNDARY.SEE F- U `- • 7 ! SHEETS 1017 Z ❑ Q N -J 2.875' _ _ _-_ q FOR THE F _-_- -_ nti F Z Z CO F ANCHOR O.C. Tn Q 1 Sato .100" ° 3 94' DISTANCE US Z 3.250' MAXIMUM W O .100" _ - 3.250' ANCHOR HOLE J DIAMETER: .100° L J L J D AMEOTER O. E111 I , Q : Z O.O %, .100" 1% el 624" ,-_ - 2X5 ANGLE CLIP $ '"0 s.0 a"i i 4 y /� 4' 6063-T6 ALUM. .-- d €D'm0' 824 STANDARD CLIP 11-CLIP .82 0 -i .820° 6063-TO ALUM. 6063-T6 ALUM. • TOPVIEW y`, �°', � 1.260" 1.250" , CENTER OF ANCHOR HOLE MUST LIETOPVIEW TOPVIEW -.-{ .820" I- WITHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED 1.25"X 3.25'X.100" 1.25"X 3.25"X.624" 1.25'X 3.94'X.624' SHEETS 10-17 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. as complying with the Florida MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Building Code 6005-T5 ALUM. 6005-TE ALUM. MULLION DIAMETER:ANCHOR DIAMETER 6 1116'. Dlmenslon LIalue(In) For Mullion: Dimension Value(In) For Mullion: NDA-No. 17-0630.01 X-SECTION X-SECTION 6005-T5 ALUM, F 3.687 1"k4"X- F 1.938 .25'X3,25" - X•SECTION G 1,000 .125" G 0,500 X.024' Expiration Date 05/26/2-1 21 3.469" H 2.680 Aluminum H 1.438 Aluminum 2.661" /'� .375"� 5.500" 1.3751' I3.000 Tube MullionI 3.250 lube Muglon By.125' F 3.787 1"X4"X F 2.625 1.25'X3.84" Mi MlamleOnde r duct Control •--1 .125 1.877" ///i.,, MIN, G 0,757 .375" G 1,125 X.624' P 1.377 ,///// H 2.430 Aluminum H 1.500 Aluminum uij ///��"�"""�%, `�/� ""� r -- ---� I r I 3.000 Tube&"T' I 3.250 Tube Mulliony j %� �� CD F 2.250 1,25'X3.25' F 2.013 30 Bey Mull• / i /� G 0.760 X.100" F 2.675 45'Bay Mull,125• �y // ; H 1,500 Aluminum / .125" 45° �/ 2.250" I I 3.250 Tube Mullion Li t 30' .fir 4 / I vi 111111111/// 4 I / 3,250"45"BAY MULLION S. „3.250" TABLED POT Peng w V�V�` NY 1-::8:::0.7•A'1:411'''':' YNA' ///� -- / _, Mull Dimension �,.••••••;Y 30'BAY MULLION / 61183-TB ALUM. y - ----.--- - .41/ 6003-TB ALUM. I 6 %•SECTION 4 ,(� (eheaL fl) Mullion I Std.Clip Offset Clip U-Clip Angie Clip a •--•VICENSF '• �� X-SECTION / // I / % 1"%4'X.126'(70) 69364 B66111M 6s81122M 666241M 886518M Z _�\ �� 1Ti///,/�/ r•/�/// 125' G 6063-T6LUM. 1"X4'X.375"(11) 68610 668112M 6661123M 666242M 666519M 7k: NO.58705 *_ .228"-1 1---,981°--I .225"J S810-1 .740" TOPVIEW 1"X4"X.375"'T(11) 66853 688112M 6661123M 886242M 668519M d _ NOTES: C 1,25"X3,25"0.100"(13) 20160/20312 6601127M 6681124M 6582410M 6665115M o �'�,].Q 6 I Q'` 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. "1.26'X3.25•X.024'(14) 20781/20316 6661128M 8661125M 866241lM 6065116M �T'•, ST TE O '.•4�� 1.25"X3.94'X.624•(15) 20162 6881117M 6661126M 065241M 868517M 1- i/c '-•F<ORIDP,.'' \``� 2)SEE SHEETS 10,11,13-15,19&20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS. • 30 Degree(19) 68649 WA NIA. NIA 8E5110M 6 /"/6, 'Oil 0IVAL 0NG`\ - 45 Degree(20) 65650 WA WA WA 6665111M y // //i i I WO I 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. a A.LYNN MILLER,P.E. _ • 0 FL P.E.#58705 j _ it - TABLE E • y $ Mull Dimension PGT Part# 2 2 s cg S x (sheet d) Mullion SW.Clip I U-ClIpr 2" Angle Clip '�I--.125' -1)--.125" C 7 5 I �1 i^-,125' o a X 4"X.25'(16)' 66602 666261 M 666271 M 6665112M / I D G i z 2"X6"X.25"(17) 66604 666262M 666272M 6665113W , i I0 STANDARD COP I i I y i I 6063-76 ALUM. / I j U-CLIP 2X6 ANGLE CUF w 2.000" / 8063-Tfi ALUM. 6063-T6 ALUM, o Y o NOTES: / X-SECTION 2.125' / / / / XSECTION 2 000• XSEC710N I A, % U) 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING j .125" .125" % .125 N}0 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. r A A.V...A./WWWWWI Mi i AKI.WWiiiii. iirii3OW.i% T 42WWWWWWWWWoPAge ,,,,WWVA"����WW�� WW 0 fn 413 W 2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE I-1 490'---I r O = HOLE LOCATIONS. 1.490"-- I 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11 CI) j 5.500• - CUT HERE TO (3 LU U 6 2 3,600" .375' O W o F 2.000" .375' 2 { CREATE FLOP, 5.000' r_SEE DETAIL F, -375" 2 375' T MIN. a D] o CO /////////////% I MIN. ----- SHEEY 4 MIN. ' -- I- O o Z r--- --� I w 6' b' uO $ Eo 4.000" I a 80 �z .250' Y X 4'X.2S _ 3.438" 3.438" +-______- o ¢ U r I . MULLION E003-113 ALUM. XSECTION I 3.438" I ,375" Q. Q Zn� O O ) dt ' I _..� - L J MIN. S O `1 `1 YYY'' _ (11 CO L_ STANDARD CUP U-CLIP,80(i3T6 ALUM. 2XS ANGLE CLIP ® U 4 CENTER OF ANCHOR HOLE MUST LIE 6063-16 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6063-TB ALUM. 5 Q Z Q .250" WITHIN THE DASHED BOUNDARY.SEE TOPVIEW SED FOR 2'X 4"MULLION,SHEET 16 WITHIN THE DASHED BOUNDARY.SEE TOPVIEW 4' co SHEETS IB-17 FOR THE ANCHOR 0.0. TOPVIEW - ,1.. �, �O�0 SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE O P o 4 & DIAMETER:ANCHOR DIAMETER a 1/16 WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER a 1/16', SHEETS 16-17 FOR THE ANCHOR 0.0. PRODUCT REVISED 5.500' DISTANCE MAXIMUM ANCHOR HOLE as complyinu with the Florida CUT HERETO DIAMETER:ANCHOR DIAMETER+1/16". Building Code 2.000' I 3.500" I CREATE TCLIP, _375" - I --5,000' .375" NOA-No. 17-0630.01 £ SEE DETAL F, MIN. Yr'-SHEET 4-_, ` MIN. 2 ',376- MIN, Expiration Date 5/26/2021 I T T Produt Cotrol 250" - ------- -- -------- Minml-9(de " 6 -_--T -_____- 4.688' Q 5.438" 2 +-------- 5,438- 6.438 \\".\1111111th, , 2'X6'Xzs .`\'�J`ON GENNN � ,�= . MULLION 3TO ALUM. -- ------- - - - -------- 0 SCTION .375" `>f��. No.58705 � /f//i,//ff////// T1 ��, .250° STANDARD CLIP LI-CLIP 2X5 ANGLE CUP ....,.,...„0,,,,,,..:„,..."7,..?;‘,,,,'.. 5- , G � 6063-T6 ALUM. 6063•TO ALUM. 6063YT6 ALUM, ."7 /©NAS EN ":". TOP VIEW USED FOR 2'X 0'MULLION, HE, 17 TOPVIEW 7 "NN N'' A.O MILL 0,P.E. FL P.E,#55705 EXAMPLE 1:SINGLE VERTICAL MULUON THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4",THE OPENING REQUIRES A DESIGN PRESSURE OF+6051-60,0 PSF, p,p NNO ANCHORS HEAD 1)INITIALLY ASSUMING THATA 1"WIDE MULLION IS SWIDTHABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDIS 32'+32+1"=65.REFERENCING SHEET 25.THE COLUMN USINGr�raRECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPH OF2-1/4'AND WILL MEET OR EXCEED HE REQUIRED�- Tr' i1 DESIGN PRESSURE OF+60.OF65,5 PSF.IF THE TABLE GOES NOT SHOWHE EXAGT SIZE,USE TME NEXT LARGER SIZE AVAILABLE.sEE SEE FROM TABLE 3A SHEET 7,THE 1'X 2.75"X.375"MULLION(LENGH=7 ,OPENING WIDTH=70MEETS HE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS H-58.3 PSF AND WOULDgl^ Q II PR VAPPRO S N Ililt sHEVAL J S II FROM TABLE 4A,SHEET B,THE 1"X 2.75"X,850-MULLION(LENGTH=72',OPENING WIDTH=70"))HAS A DESIGN PRESSUREo NOT BE SUITABLE FOR THIS APPLICATION. ` L� 7p• UR OF+/-72,7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE + a to MULLION I-- 1-I OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 836 LBS, - N LENGTH I-- 2)USE TABLE 4B TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X5 0 ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP 15 EASIER TO INSTALL. co a N A W sEE W VERIFY THE ESIGN PRESSURE OF // VIII DETAILS II APPLY TO THE DOVERALL ASSEMBLY.FINAL DESIGN FENESTL PRESSURE REQUIRES TION PRODUCTS ETHAT HE THIS MULLION SYSTEM.THE THE MULLION AND THE FE NESTRATION EBETRA7TON PRODUCTD BE INSTALLED IN FENESTRATION WITH THE S WILL 0 En SHEE15 ) IL____ nl'I 2-3 I' INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. D Vco L IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60,0 PER THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY, W O°F No ANCHORS IN WINDOW ELI THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 03 M W 32" ff 72' �I--II636 LBS` co C7 OPENING WIDTH (60 PSF)X�72 7 PSF/=524.9 LBS (MAY BE USED TO QUALIFY 0 10 STEEL SCREWS FROM TABLE 4B) Z , 2 1 THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMES AND USES A CONCRETE HEADER AND SILL. DEPTHE WINDOW FRAME IS 2-3/8'.THE OPENING REQUIRES A Z gU DESIGN PRESSURE OF 4500/.55,0 PSF. Q r FOR THE VERTICAL MULLION: Q 01 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1"=105"AND THE OPENING WIDTH IS 36'+36'~1-=73",REFERENCING SHEET 25, Z ( r. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8"AND WILL I.- EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF HE TABLE DOES NO7 SHOW HE EXACT SIZE,USE HE NEXT LARGER SIZE AVAILABLE. co J , o o • MULL WIDTH--�('-- a 'A SEE DETAILS, FROM TABLE 3A,SHEET 7,HE 1'X 2.75'X.376"MULLION(LENGTH=109',OPENING WIDTH=BO")MEETS HE DEPTHREQUIRED,HOWEVER HE DESIGN PRESSURE IS+1-15.1 PSF Ce 2 2 2- , SHEETS 2ND WOULD NOT BE SUITABLE FOR HIS APPUCATION. IL• 11 FROM TABLE 12A,SHEET 16,HE r X 4'X.250"MULLION(LENGTH=108",OPENING WIDTH=801 HAS A DESIGN PRESSURE OF./-64.7 PSF WHICH EXCEEDS HE REQUIREMENTS <t W Z O O I FOR THE OPENING AND MAY BE USED IN HIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. a' m O O I SEE SEE m", 72' FENESTRATION DETNLS. ` BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74',NOT 73'AS PREVIOUSLY 1 A A'oD 1 PRODUCTS SFEETS� ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATiVELY,HE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73"DIMENSION(35-135-1/2"+2"=73"). PRODUCT REVISED N 2"+ ) _-:.......r....11.1' j �� 2)USE TABLE 120 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR Has complyingwith no Florida E CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Building Code VER ICICI- ��m�� I CONCRETE HEADER AND SILL ARE B-WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. 17-0630.01 NUWON`-i SEE III SEE L.-I ' USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-ID"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER.AND o Expiration Data 05/26/2021 I LENGTH THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. DETNL6. DETAIL E, BY OPENING SHEETS x.a SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT W Miami do Product Control FOR BECAUSE TYPE VERTICALC MULL WILL BE A 2'X I"X-250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER UI HORIZco MULUDN 72" I/ff// 1)THE MULLION LENGTH IS 38"AND THE OPENING HEIGHT IS 32"+72'+2"=106'.REFERENCING SHEET 25,HE COLUMN USINGTRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED.FROM TABLE 12A,SHEET 16,HE 2"X 4"X.250'MULLION(@ LENGTH=42",OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF.1-170,0 PSF WHICH EXCEEDS THE U I REQUIREMENTS FOR THE OPENING AND MAY BE USED IN HIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE f DETAILS, 2)USE TABLE 12B TO FIND HE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR HE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE B" U SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 2a (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 545 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED Vi imomommil t I ANCHOR CAPACITY OF 521 LBS. 11111 1111 I�..� • .` �LYNN ',, I 36",NORIL jI 34",IIORIZ 4)FOR THE U•CLIP IN HE HORIZONTAL MULLION TO VERTICAL MULUON,USE THE SAME ANCHOR CAPACITY Of 521 LBS.TABLE 128 FOR THE U-OLIP SHOWS THE ANCHOR 7 ,.....\,,.,� .• l I NULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCIIORS,WHICH IS GREATER,AND THEREFORE SUITABLE,,FOR HE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE o C�,' 1,ICENyF /�� 7 OPENING WIDTH FOR VERTICAL MALL- - ANCHOR TYPE IS A 012 STEEL SCREW. z F, 9 *.: NO.58705 • FROM THE ABOVE STEPS,OUR MULUON DESIGN PRESSURE IS: • CB 1'o._ TF- +1-61.7 PSF FROM HE VERTICAL MULLION; - _ +1-170.0 POP FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU: o 3�:[� /r` � +/-170.0 POP FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION} °' =O • s ATE d�T THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF HE MULLIONS. • co -T • ,c -�� , ,C,s '•.1.ORIOP•.•' S'`, ) 1-2 I PRODUCTS,WILLDESIGN APPLY PRESSURE TO THE OVERALL ASSEMBLY,FINAL DESIGN PRESSURE REQUIRES THAT SYSTEM. BOTH THE MULLLION AND ESIGN RHE FENESTRATION PRODUCT EE INSTALLED IN c:. /�A,ESSURE,OF MULLIONS OR FENESTRATION /L il,NAL E�P.E. .I ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. • O A.LYNN IUIE«R,P. O FL RE A 58705 I _ - e1 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: a�� et >h 51 ��.� n�n�.m. g a /// I �/// ...,..: ______A„,__,,,........ffli V/7" dOir t - SH/DH / SH/DH--- %VIC ,: SHlDH /� ErHiltk ID �II �- Us a I 1 Z:si d A 11,.1 A, LOADING DF VERTICAL MULLION LOADING OF VERTICAL MUWON , lf / 11 0 0-i o (0 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / <' r rt Htn IUll„ HINGEDI-" t° U`SGDBOOR _..-:--_.— Il_:—. zd, 'q x Z 11____A _ t 1 - LOADING OF VERTICAL MULLION w ' gCy PW �/ 4...Ar M �/�f�` LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION uj ¢ a V. %11f — - -- Z ¢ rn rn J / Q Z N F. �w rn 01/ iZ " iI SH/DH— � g Orrrffrir �I 1//// // �/I�ic .a aaQ xZvi 1 ^ 7 / itQjrwH Hr4H F_ ���'�) I :,� '� -- I��r•E—f1 P4 ¢ o ✓ tI / f �! {I%' ag 5 a m�8O'O___. .1. , ,1 SHNH D_ �/._ III �I[I/r o ,k, PRODUCT REVISED LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL.MULLION - C ) ns comp)yingwith the Florida SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION IIlin k Building Code- i II NOA No. 17-0630A1 �/ - _--_ _ :__ _ II--�� ( II Expiration Date 05126/2021 r ��� LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY i'.--- /` I / � MULLION Min i' e Pro.act Con ro - 1--;j/71-..////:,././ // HINGED � / DOOR ,41k� NOTES: I -----P-- -_- %/ 1 __ _. _ _ _ __.--. .r 1)DRAWINGS ARE � $i f - { ! \� t - I CONFIGNTATIONS OF TYPICAL J� �i� - PW ` t' I !S!!! 01T ____//( 4 , Oo / l II \�� oNy LYNN 'i% /// BE DETERMINED.USE ‘, '''••. 4/ G / I. - j�l - RECTANGULAR LOADING. ��•••* 4ICENSF-•:t.( / -- _ _ !-, ",.- - �� 3)SEE PRODUCTS'APPROVAL FOR z*: No.58705 ACTUAL ANCHOR LOCATIONS. *- LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION ,/// - PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / 7-15 JJ - I / /� t r I.f. _ 1.'"..;C`.di -•GOBI Qp.•'' \ LOADING OF VERTICAL LOADING OF HORIZONTAL A iZ� 4 �P E MULLION MULLION FL P.E.#58705