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WS-16-2359 �. VLF Miami Shores Village Pet ` jj 3} 1I �oWS1SICltter5 10050 N.E.2nd Avenue NE Ol$c C�85 #iltOf1F Miami Shores,FL 33138-0000 :� �ti ►ifitit Blt�08t11 'ate0 Phone: (305)795-2204 Expiration: 0 19/2017 Olt issue gats:612312016 Project Address Parcel Number Applicant 810 NE 95 Street 1132060410020 ANNEYANSIDELGADO Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ANNEYANSI DELGADO 810 NE 95 Street (305)491-9600 (786)253-2548 MIAMI SHORES FL 33138- 810 NE 95 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 48,587.21 Valuation: M&A WINDOWS INC (954)298-7575 _. _..,_.. _..... Total Sq Feet: 0 Type of Work:REPLACE ALL EXISTING WINDOWS AND FR Available Inspections: No of Openings:33 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Am]00 Pay Date Pay Type Amt Paid Amt Due CCF Invoice# WS-8-16-61077 DBPR Fee 08/23/2016 Check*5443 $533.30 $0.00 DCA Fee Education Surcharge Permit Fee $ Scanning Fee Technology Fee Total: $53 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. F ermore,I authorize the ab o -named contractor to do the work stated. c1 s� August 23, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy August 23,2016 1 Miami Shores e Villag AUG 2 3 2090 Building Department BY: - 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 {� FBC 20 BUILDING Master Permit No. W! ��- 2: PE MIT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING -REVISION ❑ EXTENSION ❑RENEWAL PLUMBING [:] MECHANICAL PUBLIC WORKS [:] CHANGE OF CANCELLATION ❑ SHOP e p CONTRACTOR DRAWINGS JOB ADDRESS: yl D Ne I S� City: Miami Shores County: Miami Dade zip: 33/06 Folio/Parcel#: V 3,206 .'*W— D..Zy Is the Building Historically Designated:Yes NO Occupancy Type: (obi Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): r�G I ) 140-1 Phone#: Address: P 1� 9f St- City: State: _�L zip: 331TY Tenant/Lessee Name: Phone#: Email: , 1 CONTRACTOR:Cod pany Name: �� N, S 1 i1e• Phone#: q✓��5�3 �gl/5 17-0 Address: City: t11rA.nAu+-- State: F7_ zip: 330 2S" Qualifier Name: . -nApKAIPL %/2/7)`(e�_ Phone#: State Certification or Registration M JCC/3d/5-/'3`/y Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ W 341 P—1 Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Y�C.'s d.�• S rc / oey;5411 s S Specify color of color thru tile: Submittal Fee$ Permit Fee$ 100 CCF$ r�a�- 't � CO/CC$ Scanning Fee$ CJS Radon Fee$ io DBPR$ d®• Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 63 (Revised02/24/2014) y Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. It Signature Signature OWNER or AGENT aj4TRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 l by �y� day of �'t�� ,20 A2 by 11Gl/itnS� / yaG�� ,who is personally known to h7 &,2 It who is personally known to me or who has produced a G D 1'73 O/7'7r—ldj-4s me or who has produced e s ,edyn , as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: �"� Sign: Print: j�A✓tea Print: YVONNE RIVERA NOTARY PUBLIC Seal: NOTARY PUBLIC Seal: STATE OF FLORIDA STATE OF FLORIDA OwwW FF99617 Com FF957817 t Expires 9/3/2016 APPROVED BY �4 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami-Dade County 7/14/16, 1:46 PM OFFICE OF THE PROPERTY APPRAISER t l•i Summary Report Generated On: 7/14/2016 Property Information Folio: 11-3206-041-0020 Property Address: 810 NE 95 ST Miami Shores, FL 33138-2515 Owner ANNEYANSI DELGADO LEILA BARKOCZI Mailing Address 810 NE 95 ST MIAMI, FL 33138 USA Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 4/4/0 Floors 2 ■ t Living Units 1 Actual Area 5,385 Sq.Ft 015'A Living Area 4,410 Sq.Ft Adjusted Area 4,406 Sq.Ft Taxable Value Information Lot Size 12,700 Sq.Ft 2016 2015 2014 Year Built 1973 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value $524,345 $520,353 $515,827 School Board Land Value $330,579 $304,454 $216,032 Exemption Value $25,000 $25,000 $25,000 Building Value $347,922 $350,848 $344,845 XF Value $5,969 $4,886 $4,950 Taxable Value 1 $549,345 $545,353 $540,827 City Market Value $684,470 $660,188 $565,827 Exemption Value $50,000 $50,000 $50,000 Assessed Value 1 $574,345 $570,353 $565,827 Taxable Value $524,345 $520,353 $515,827 Benefits Information Regional Exemption Value $50,000 $50,000 $50,000 Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction $110,125 $89,835 Taxable Value $524,345 $520,3531 $515,827 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead I Exemption $25,000 $25,000 $25,000 previous Sale Price OR Book-Page Qualification Description Note: Not all benefits are applicable to all Taxable Values(i.e.County, School 10/11/2013 $690,000 28873-1753 Qual by exam of deed Board,City, Regional). 12/01/2000 $350,000 19402-0531 Sales which are qualified Short Legal Description 05/01/1995 $228,000 16804-4881 Sales which are qualified JONI HEIGHTS PB 96-23 1 12/01/1981 $199,500 11306-1028 Sales which are qualified LOT 2 BLK1 LOT SIZE 13485 SQ FT OR 19402-0531 12 2000 1 http://www.miamidade.gov/propertysearch/#/report/summary Page 1 of 2 12078 Miramar Pkwy Miramar, 53 ® tel1r.act Ph# (954)534-911-911 9 Fax#(954)223-3345 DONS Bill To: Ship To: eyan�; Fr YOUR P.O.#• TERMS: DATE: 7 /(,v /GraL /AO EACH Total CS a L J A S fry AV Yo h r i +G SL ex Mzkd=J hlp 'kG ' Notes d. s Accepted By: Date: A-1 M&A Windows,Inc. Date: 7 f f�lf if Ifff ff fffl ff� f fffl ffff ff�f I�If NOTICE OF COMMENCEMENT CFH 2016RO412 21 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR 9K 317153 F'9 1986 (lPss) RECORDED 07/15/2016 11:39:54 PERMIT NO. TAX FOLIO NO. ��'32ob-b+�/-DD?� HARVEY FUVIN? CLERK OF COURT MIAMI-DADE COUNTir FLORIDA STATE OF FLORIDA- COUNTY COUNTY OF MIAMI-DADE: O Cry INTY OF OA6 th ��""`� iarE OF FLOR? t thtil is a true copy of IF`�,,,. day v THE UNDERSIGNED hereby gives notice that improvements will be mac�4{ io`; on— _.-- g property,and In accordance with Chapter 713,Florida Statutes,the fotlo�llf� t�a�' Off i C`.'J__f'"` is provided In this Notice of Commencement. a Iy h ri e owl r Ads IT { a �r Y R V C .R 9% Space above reserved for use of recording office 1.Legal description of property and street/address: 8/0 Al n" ,S- ei e S 1'L 33/3kl 2.Description of improvement: /a cc W s-f na ky�hdows. a� dewy ,. i+t- r ec L-- 3.Owner(s)name and address: " Interest In property. Name and address of fee simple titleholder: 4.Contractor's name,address and phone number: �jti ..-- 17o'7S N/Xw/' y q pf"G34,9/t C7 _ 5.Surety:(Payment bond required by owner from contractor,If any) Name,address and phone number: Amount of bond$ 6.Lender's name and address: 7.Persons wlthtn the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes, Name,address and phone number: 8.In addition to himself,Owners designates the following person(s)to receive a copy of the Uenor's Notice as provided in Section 713,13(1)(b),Florida Statutes. Name,address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of reoording unless a different date is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OFTHE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT iN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FiRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Slgnature(s)of Owner(s)or ner(s)'Authorized Officer/Director/Partner/Manager 4• Prepared By Prepared By Print Name PIrNl4 T4 JUS; _V9YQVCZll Print Name Title/Office, Title/Office STATE OF FLORIDA COUNTY OF MiAMI-DADE The foregoing instrument was acknowledged before me this /_) day of� El Individually,off❑as kLa4'L— for - C�Personally known,or produced the following type of identification: �'rL23QJ 7 7 5_' -7&7—Q Signature of Notary Public: Print Name: ✓>rYt tz2 t✓ (SEAL) N OTARY PUBLIC VIERIFICATION PURSUANT TO SECTION 92.525,FLORIDA STATUTES STATE OF FLORIDA Under penalties of perjury,I declare that I have read the foregoing and Comm#FF957817 that the facts stated in it are true,to the best of my knowledge and belief. 9/3/2016 Signatures o thorized Officer/Director/Partner/Manager who signed above: y By 113_0142 PA693 Bn2 • A w S -16 "2367 71 • REF.#: 16-247 Date: 9/27/2016 6.3 • "* E N G C O, inn. Contractor M&A Windows ME. 12078 Miramar ParkwayMiramar,FL-33025 Engineering Services-CA 8116 Job: Delgado Residence 1791 Blount Road unit 907 810 NE 95th Street-Miami Shores,FL- Pompano Beach-Florida-33069 Design by:PEDRO DE FIGUEIREDO,PE 52609 Tel:(754)307-1319 Fax:(754)205-6846 Email:Engco@AOL.com Sheet Wind Load Calculation for Components and Cladding under ASCE/SEI 7-10(chapter 26-30) Florida Building Code 2010 12014 Mean Roof Height:(MRH) "=''!'°°r ! k= Feet Low Rise: Buildings with MRH<=60'and MHR<=B Cladding ElevationFeet Minimum Width:(B) -- Feet 91 Roof Slope Roof Slope Reduction Factor 1.00 Basic Wind Speed = [ mph Use Figure 26.5-1A or FBC 2014 Risk Category: II =iffi Exposure C a Z9 -- =i (Section 26.7) 9.5 900 Exposure C:Open terrain with scattered obstructions height less than 30ft.Open country,grasslands Building Type Enclosed (Fully and Partially Enclosed-Section 26.10) Kd-Table 26.6.1 0.85 0.85 Use of.85 with Load Combination specified in 2.3 and 2.4 Kz-Table 30.3.1 0.92 Kh-Table 30.3.1 0.92 Kzt-Section 26.8 1.00 To be used when hill height H>=15' Velocity Pressure(qz) 61.32 Psf qz=0.00256.KZ.Kzt.Kd.VA2 Section 30.3.1 Velocity Pressure(qh) 61.32 Psf qh=0.00256.Kh.Kzt.Kd.VA2 Section 30.3.1 TributaryArea __ ��= ft2 GCpi Int. Pressure 0.18 -0.18 Table 26.11-1 GCp Ext.Pressure) zone 4(+) 1.00 zone 4(-) -1.10 Figure 30.4-1 (walls) zone 5(+) 1.00 zone 5(-) -1.40 Wind load Psf positive negative Psf Psf Wind load combination factor 0.6 0.6 zone 4 43.4 -47.1 zone 5 43.4 -58.1 Zone 5 for units located less than 60"from building corners a End zone(a) 60 INCHES Notation:(a)-10%of the least dimension or 0.4 of mean roof height,whichever is smaller. Also(a)must not be less than either 4%of the least dimension or 3 feet. THIS WIND LOAD IS VOIDED IF FIELD CONDITIONS DIFFER FROM INPUT DATA THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. 9/27/2016 PEDRO DE FIGUEIREDO,PE 52609 NOT VALID WITHOUT SEAL i 5/10"0 ULTRACON Fpm ,NMD0,A8. 3116"0 ULTRACON ALLOWABLE LOAD CAPACITIES: ALLOWABLE LOAD CAPACITIES: , SPACING EDGE DISTANCE SPACING TENSION SHEAR EDGE DISTANCE NUMBER OF EMBEDMENT" TEN ION SHEAR 465a z INCHES ` NUMBEROF EMBEDMENT DIAMETERS ) " =_ INCHES DUIMETERS (LB) �) 1-A8" 6d 2" _ 290 120 �� OF �A ` 1-116' 6d 1-314"_ 270 120 3-314" 12d 2" �4� tr/ 1-114' _ 1,. 2.1/4° 12d 1.314• 270 _ 195 8° 18d P 180 218 so 3' 18d 1" 105 155 1-314• 825 330 1.3/8° 185 186 3,515 P.S.I. 2-WISP S° 18d 1" 205 378 �3��7 IfWSl1 1 T _ 2,848 P.S:I. _ _ _ _ 3-9/16' 19d 1-314° 270 185 CONCRETE•t _ 1.314• 800 785 LL�pp�fLF Q V LL Z 6 CONCRETE' .. 1-118°--......6d -- 1-314' 316 175 1-7/8' Sa 2" 300 120 (94 4 w g 2-114" 12d 1314" 315 175 2° 455 710 3.314' 12d _ IJW(7 H 9 3 g2-12' 3.1/8W $sy b 9'-- --�� 11 -- 1" 0 15_8 " 1' 210 45D 6` 16d 1314' 880 850 J 13/8" 185 195 m 3.9118' 19d 1-3/4" 315 195 2' 835 850 c W 'oZ GROUT FILLED 3-9116" 18d 1 V4' 175 135 GROUT FILLED 2-12, S, 18d 1314' 230 370 N W BLOCK 2-12° 4-12° 24d 2-1/4° 220 195 BLOCK 2-114' 290 375 1` 8' 3d 10 105 1-9118' 8' _20d 130 140 p� HOLLOW BLOCK 1-118° Bd HOLLOW BLOCK130 3@ 2.12° 2.114° -------- 1-114" 65 115 3-1/6' 3• 12d 1.1/4° 140 175 6" 32d 85 115 8° 20d 226 290 NOTE: NOTE: ULTRACON ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE NOT VALID FOR *ULTRACON ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE NOT VALID FOR o S, CRACKED CONCRETE SUBSTRATES. CRACKED CONCRETE SUBSTRATES. ° t EMBEDMENT DEPTH INTO 2,848 PSI CONCRETE,WITH THE%'MAX UNANCHORED Z .. WOOD BUCK LOCATED BETWEEN THE CONCRETE AND THE SIDE MEMBER, EMBEDMENT VALUE LISTED HEREIN CONSIDERS FULL EMBEDMENT TO CONCRETE,GROUT FILLED BLOCK OR G O O g 1/4"QS ULTRACON i)6 HOLLOW BLOCK EMBEDMENT DEPTH DOES NOT INCLUDE THE THICKNESS OF ANY WOOD BUCKS. _j p�s Ii } ALLOWABLE LOAD CAPACITIES: S g ULTRACON'HEAD W o z W SPACING DIMENSIONS: DRILL BIT SCHEDULE: o _ EDGE DISTANCE NUMBER OF EMBEDMENT'• TENSION SHEAR INCHES Lg HEAD STYLE HEADDIAMETER SCREWANCHOR DUIMETERS t ) (LB) I ETR DRILL BIT O 3/16'PFH 0.363' 3/16" 3'1:DIAMETER ELCO ULTRACON BIT 1-12" Btl 1.314° 345 120 u 3' 12d .1-314" 345 170 3/16'PPH 0.365' 114• Sia'DIAMETER ELCO ULTRACON BIT y�Q 1" 150 186 1/4'PFH 0.480• 5/16" 1•s°DIAMETER ELCO UITRACON B!f 4' 16d 13/8" 290 225 1/4'TRIMFIT 0.414" 2,848 P. 1.3/4• 460 228 1. INSTALLATION SHALL BE MADE IN ACCORDANCE WITH THE a CONCRETE• 5/16'PFH 0.543• MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND @ e 1-12' Ed 1314` 455 316 THIS MIAMI-DADE COUNTY,NOTICE OF ACCEPTANCE. ggg 3' 12d 1.314' 485 390 5/36"EDEN 0.695' y S 2. DRILL HOLES AT LEASTR AND DU THAN BEFOREULTRACONINSTALLATION EMBEDMENT. a 2'12" i" 200 285 5/18'TRIMFIT 0.414• 3. ANCHOR. HOLES OR DEER S1 AND DUST BEFORE INSTALLATION OF 12 o i6d ;-�. 437 7 446 4. ANCHODEVELRS SPED S DNOT BE INSTALLED ESIGN STRENGTH. BEFORE THE CONCRETE HAS d 2,730 P.S.1 HEX WASHER HEAD S. ANCHORS SHALL NOT BE INSTALLED IN CRACKED CONCRETE — g CONCRETE'1 2-12" 4" 18d 1.314" - 316 SUBSTRATES,AS DEFINED IN ACI 355.2. aHWH DIMENSIONS: GROUT FILLED- 2 12° 4° 16d 1314" 230 250 e BLOCK 4-12" 18d 2-114• 410 250 HEAD SME ACROSS FLAT WASHER DIAMETER 1° 8' 24d 140 140 3116•HWH 1/4' 0.355' HOLLOW BLOCK 1-112' 6d 140 100 1/4•HFH S/18' 0.625• y b+ 88 2-12" 3° 12d 1.114' S 3 6°..— __..Zq� 140 150 1/4"HWH 5/16• 0.415' �ODUCCARVUm . 140 298 #4mmoyhSw04Ar►tr184 14-1821 1/4°300 SS CAP HWH 5/16' 0.580' A�pQ�(x,66 NOTE: 5/16'HWH A4elphgm Nu 6CALFt CRACKE*ULTRAD C ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE NOT VALID FOR 5/16' 0'S4� / PAOe ocSCRIvaoN� CRACKED CONCRETE SUBSTRATES,AS DEFINED IN ACI 355.2. 5116'HFH 5/16' 0.585° 1 EMBEDMENT DEPTH INTO 2,846 PSI CONCRETE,WITH THE V MAX UNANCHORED M Prate WOOD BUCK LOCATED BETWEEN THE CONCRETE AND THE SIDE MEMBER. rs '•EMBEDMENT VALUE LISTED HEREIN CONSIDERS FULL EMBEDMENT TO CONCRETE,GROUT FILLED BLOCK OR HOLLOW BLOCK.EMBEDMENT DEPTH DOES NOT INCLUDE THE THICKNESS OF ANY WOOD BUCKS. Technical Report#12-NDS manual Date:04/27/16 Type SCREW 2 Yiela Mode Single Shear P Screw Va La Va D DIV—'dowel shank diameter Im P= m x Im 2461 1025 EDn 115 dowel nominal diameter Is P= s x Is 3911 1630 Im 1':75 main member dowel bearing length Is 3:5 `,_side member dowel bearing length WnnGOQ -IV: A2-4AC A112 /2A s 1117 side member dowel bearing resistance Fes x D B C P Screw Va La Va m 1406 main member dowel bearing resistance Fern x D WIVO.00080 2500 4498.7 1410 587 Fes 1 side member dowel-bearin stren h,psi 7500 -1205.3 855 356 Material 5000 -3715.0 1438 599 Fern 565 -main member dowel-beann stren h,psi . 0000 -421.6 725 302 Material Reduction Terms Mlnlmum 302 0 "''Q ,,:�'_gap between members,in Ms 126 Side member dowel moment resistance,in-lbs=Fb(DsA3/6) Wood Screws Mm 293 Main member dowel moment resistance,in-lbs=Fb(DmA3/6) Yield Mode D Dn KD Rd Fb 112500 Dowel bending strength,psi All 0.19 0.25 2.4 2.4 1 Dst�:13 Dowel diameter at max.stress in side member,in LaDm "t.25 _`Dowel diameter at max.stress in main member,in Screws Kd)=1+.25x(angle/90) 1.25 angle 90 Yield Mode Rd Load Duration min.Va Va' Im,Is 5 - 1.6 302 483 II,Him,Ills 3,5 V(.` IV 3.75 too a `��, DE f/� asoU�, O .•��Q�•, C,EN �� .•�\ SF" www �� Q�•� _ knD0 o. 52 09 w N STAT OF _ . �n 2.4 5QF AT-47.1 PSF-WL= 1 13 LB •�'�F ".�� 0 R �P,.•'•` ,,�•` o SERVICE REACTION PER ANCHOR: •'• tS'. " G ~ m ° Vs= 1 13/6 = 19 LB ••'oOIVp11.,'F'��•�' J ° Ts= 113X3.5/ 1.75/6 = 38 LB 00 v D V < L 4X4 PT WOOD BUCK ° D 4X4 W/ 1/4"XG" ULTPACON5 INTO 3000 ,Q O MINIMUM SG=. 55 P51 CONCRETE z z m U SOUTHERN PINE ° ' ° SEP 2 7 201 "- ALLOWABLE SHEAR#PULL-OUT w O m< 0 ° o Va= 483LB ,Ta= 475 LB z0 - 2U v DvD zZ r0z ° D 6 ANCHORS V5/Va +T5/7a = 0.12<1.0--OK w w — w 3, 50 D ° AT MAX. 6'OC v ° ° v D 7.9 5QF AT-47.1 P517-WL= 372 LB 5ERVICE REACTION PER ANCHOR: z Vs= 372/ 13 = 27 LB O ° Ts= 372 X 3.5/ 1.75/ 13 = 57 LB ~ D O Q LO 4X4 W/ 1/4"XG" ULTRACON5 INTO 3000 J Ir- pi ° ° v D I • P51 CONCRETE p U 00 Z Z m U-- D I I N ALLOWABLE SHEAR* PULL-OUT w p w Q °. w w Va= 483 LB ,Ta= 475 LB N = w DI I � Q v � � o D D w N I I <a V5/Va +T5fra = 0.18<1.0--OK Z O Ln _ CD N I I � � oQz - 1/4'X6" TAPC❑NS D COo I I o g p p ICU) O Q 1 3/4' INTO CONCRETE v I I ¢~ o c0 SPACED AT MAX. 6" OC D cn SEE ELEVATION I I II 3000 PSI CONCRETE I 37 Q N C Qom (� n- o Ln Z_ a/ ELI DOOR: O GENERAL NOTES: WIND PRESSURE: +43.4, -47. 1 PSF LL N DOOR ANCHORAGE INTO WOOD BUCK SUBSTRATE o 1E Q N I- CODE: FLORIDA BUILDING CODE -2014 EDITION (HVHZ) 5TH EDITION AS PER MANUFACTURER PRODUCT APPROVALS 13 Q 2- SCOPE OF WORK: VERIFY WOOD BUCK SUPPORTING ENTRANCE DOOR. 3- DESIGN LOADS BASED ON: ASCE 7-10, WIND= 175 MPH, EXPOSURE C o w PD= +43.4, -47.1 PSF. " — i,- 4-CONTRACTOR 4-CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS. K DRAFTING E MORE INC. 5CALE: NA DATE: 09/27/1 G DRAWING# I G-247 5HEET I OF I t FLORIDA BUILDING CODE 2014-ASCE/SEI 7.10-WIND LOAD TABLES-170, 175 mph r _ Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D -LOAD FACTOR:0.6 INCLUDED WIND PRESSURES IN PSF WIND PRESSURES IN PSF 170 MPH VELOCITY- EXPOSURE C 170 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative A&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 40.0 43.4 53.4 43.7 47.4 58.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49.8 54.0 66A 54.4 59.0 72.8 41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 51.8 1 56.1 69.0 56.6 61.31 75.7 51-60 46.3 50.2 1 61.8 50.6 54.9 67.8 51-60 53.4 1 57.8 71.2 58.4 63.3 78.2 LOCATION BROWARD COUNTY, PALM BEACH AND OTHER LOCATION 13ROWARD COUNTY, PALM BEACH AND OTHER EXAMPLE COUNTIES EXAMPLE COUNTIES WIND PRESSURES IN PSF WIND PRESSURES IN PSF 175 MPH VELOCITY- EXPOSURE C 175 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Ro6M1,ope greater Height 10 degrees than 10 degrees Height 10 degrees hm�19-deg Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-2 46.8 50.7 62.4 1.1 55.4 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 47.2 51.2 63.0 51.6 1 56.0 69.1 41-50 54.9 59.473.1 60.0 65.0 80.2 51-60 49.1 1 53.2 1 65.4 53.6 56.2 71.8 51-60 56.6 61.3 1 75.5 61.9 67.1 B2.9 LOCATION MIAMI-DADE COUNTY LOCATION MIAMI-DADE COUNTY EXAMPLE I I EXAMPLE GENERAL NOTES: 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE W INDLOAD FOR COMPONENTS AND CLADDING (HURRICANE • • SHUTTERS.WINDOWS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SE4T TIE•WSIGN •••• ••09:0 • PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. • •• • • 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER•'(jW4Ct4ATURE•••••• ••••0• AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BYTHE TABLES OR A SITE SPECIFIC EVALL?RI7M%REQUIRED• •••• BY THE CITY OFFICIALS. •••• •• • • • 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spaced ob%%i{Ft1P4 having thelize•••• ••••• of single family dwellings.For building<=30ft exposure B prevails in the upwind direction for a distance greater than 1500 it For building>30ft exposure B • • prevails in the upwind direction for a distance greater than 2600 It or 20 times the building height,wichever is greater.Based on the F73%-m:,use • • ••••• • • • Exposure C when building is located in Exposure B •• •• •• •• •••••• 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30',open country and gWVM.,Fxposure C • •• will apply when exposure D and B do not apply. • • • • 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for a dista3ce greater than 54ip•• • •••••• or 20 times the building height,whichever is greater • • • • • 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be impact resistant glazing or protected with an impact resista&"v&,na 946* :•••• 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH •••• = • 9-TOPOGRAPHIC FACTOR Kzt1-(FLAT TERRAIN) • 10-DIRECTIONALITY FACTOR Kd=.85(Wind Directionality Factor) 11-TRIBUTARY AREA 10 SOF 12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the Mean roof height,but not less than the larger of 4%of the least horizontal dimension or 3 ft. R� P. E N G C O,Inc. Ergineering Services-CA 8116 iz 1791 Blount Road-unit 907 51 Z4 Pompano Beach-Florida 33069 Z4 51 cH> >� Tel:(754)307-1319 Fax(754)205-6846 ° M HEIGHEAN �TGr 01' E-mail:Engco ,AOL.com e tet_ d" __MAY 1..1 20,6 9 L a 9 a-BW x 0.1 or a<=h x 0.4 PEDRO DE FIGUEIREDO BW less or equal than BL PE 52609 a must not be less than NOT VALID W/OUT SEAL a=3feet or a=0.04xBW 4/13/2016 . . .•.••• . . ••• .. .. . .. .. • . . . . . . . . . . . . ... . . . . ... • ... .. . . .% . . . . . .. .C� .00 • o 0. Flow W 7 � l� 17�igaab /�s:cfG.,.ce• ® T'� Iii_--.-- - u! � r r . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • • • • • •• • • • • • • • • • •• Zg � Fuss E�«ss t rssS I u VdAR•W�V S V�y.T�$. 0.0 000 3t sic) 9!5� -S s� L10 32 • • • • • • . • vrr�"YYY �(N Vel.6-2001;i� 45ME7L{t.F- MI9AMAK a •• • • • •• ••• •• Address Name •!. — • . .-•'--i�-r�• Mean Roof Height a0 Corner Distance EffecType Opening Size Area. Zone Pres/Form ' Pres/c=orm •Pres/N®A -Pres/N®A N®A# S3 x? .27 Fro © /5-05 e-e Z�, 2 �5D _WI - / sen7s5 7.5- 3 S3 j:::& G®.t Go ®ZS q 5" . 51�, D 310 /S-o 4 6!, 100je &0 95- SI • ! SS•4 su &P /5--05-0,F. Z& 5 r& x 72 3& Sl• / SS•4 /Z® /Zo /5=®G/z• ®0P 7 FCS Z x 72 3& S St • I lo8•S� /Zv Igo 1�®6�2•�� 3 53 x72 AV S SI- ! 1Zo 9 FG 3<7 Z 44 SI• S•�( /Zv /Ze: /�®!®®Z•®� ® 3G gsg q S/•I 11 Fa 1. ! 75- 7f /5•-O57$• z 12 1 Aoe 3Gx3g 4 Sl• ! -71- 7S7 of 13 Ao5e 3G.x . t $5••4/ 7f 7r, -og/'9•of 14 e 3G x,�g9 Q. / SS•C/ 75' 7-5- /IS-o57,7, o9 Type/ Single Hung=SH,Horizontal Slider=HS,Fixed Glass=FG,Sliding Glass Door=SGD = .SD . ... ... • • • • • • • • • • . vJ.�.�oDrZ•.j�l-lEt7u�F••• `! 1 izo76 Mt2AM Ak 'Pgrjdd Jay ;M 12A M AR. fLi. •, 3b • 4,:00 Name �� c�QP Address �l D '• ws i i e s s• '• + �� ' .Sf'' Mean Roof Height V r Corner Distance_ (0 Type Opening Size tArea Zone Pres/Form - Pres/Form •Pres/NOA -Pres/NOA NOA#k It., FD log .e 6c) O70to 60 Sl (01 8.5, 71;- S -oSZ,V. Z 573 x74 a 5/•/ SS• 113�) go 1,5--o5'z8. Gz> 3q c 77 5-/. / AS -5- 745- /S -6)5z8,a /4 Grp x &0 ZS 5• So 8t) •LG ;20 6v,r oZs !' S• l S• So go OSZ�L 9/ 4FOX &o a S S/ l .S fw ku /S-agzS'ZG IFv -orz8. ,zG 4,0 gca s asp z.�• G� 311je D / S"S• 5/ -7575' ss-d SZ?,Z5/ .2? S3x SD /9 5-5. 5/ <- /S-0sY9.09 ..28 A4 5734 so /� 577• / - 75' /57-0577. ®Y Rhe SIX 5D /8 S i• / 71- 1 7S- /5--v sr 75- 7!57' Type/ Single Hung=SH,Horizontal Slider=HS,Fixed Glass =FG,Sliding Glass Door=SGD . • ••• • . • .•• . .. .• f • . .• .• • • • • • • • • • ® �! �1J'DU VAI.�.�DD� •�L'1-�i�U L� •• `` • �® I' � , 9Zo7g MtrzAM ��'�i�i�r2t;hlAy . .. dela a2A lel A Z:,Tom' ��5 .' . ': :• NDOVVS .. . . . .. ... .. Name c51:Q",e Address alb �� J' • • •• Mean Roof Height_� Corner Distance Type Opening Size Area' zone Pres/Form ' Pres/Form +Pres/NOA -Pres/NOA NOA## 31 ho�e 7 7 S-/. l Ss-V 0 S- •% 32 OW 37x Zoo 7 se-1./ 5-:5-4 &5- 70 /S-o yo3•/® 33 f/oe 5-ff x38 /4/ 4/ ::5-1.1 s'S 75- 7!5- i Type J Single Hung=SH,Horizontal Slider=HS,Fixed Glass=FG,Sliding Glass Door=SGD . , MMAD/�►DE MIAMI-DADE COUNTY M 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.niiamida4t.gov/ecottoinX 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 mply with the Florida Building Code, including th<1 -350011 n ica/n DESCRIPTION: Aluminum Storefront System—L.M. APPROVAL DOwing No. MD-3500-LM,titled" e ant System Details-LM", sheets 1 through 10 of 10 , with revis' 1/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Section 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 9999 LABELING: Each unit shall bear a permanent label with the manufacturees6namp or logs,.;4, state,.... model/series, and following statement: "Miami-Dads County Product Control Appr�cSved", unlow otherwise • noted herein. 969.09 60690* ••••:• RENEWAL of this NOA shall be considered after a renewal application has be8tl lnba and there has b+... no change in the applicable building code negatively affecting the performance of 491'se 0 duct.*6 •• • IMP . •69 90096 TERMINATION of this NOA will occur after the expiration date or if there has been a revision orochanger.•• in the materials, use, and/or manufacture of the product or process. Misuse of thi6440A as an etidOrsemeff•• of any product, for sakes, advertising or any other purposes shall automatically teortipate this N01k. Failure '. to comply with any section of this NOA shall be cause for termination and removal of NOA. 666666 . ADVERTISEMENT: The NOA number preceded by the words Miami-Dade.0C0unty,6 Flwada, an$'•' followed by the expiration date may be displayed in advertising literature. if any portion SMWe'kOA 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#12-1005.01 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. ZDate- No.15-0612.08 MIAMI-DAVE COUNTY Ezpir17,2018 30 2015 P 1 L PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 124 005.01) 2. Drawing No. MD-3500-LM, titled "Storefront System Details - LM", sheets 1 through 10 of 10, dated 10/05/12, with revision A dated 07/21/15, 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 AAMA 1304-02,FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7137,dated 12/10/12, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-1005.01) 2. Test reports on: 1)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 AAMA 1304-02,FBC 2411.3.2.1,and TAS 202-94 "" along with marked-up drawings and installation diagram of k,;41rfront System with• • French door and transom, prepared by Fenestration Testing.I abDratof3k.Inc., Testi••:• Report No.FTL-7208, dated 01/04/13, signed and sealed by MarktrD.Brinson,P.E.;....; (Submitted un der previous NOA No. 12-100S.01) ."". :'. '. • .... . .. ..... C. CALCULATIONS •• .. .. .. .. ...... 1. Anchor verification calculations and structural analysis,compiyiipwith FB(3-5th •, Edition (2014),dated 06/05/15,prepared by manufacturer,signed and sedledAy Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 • D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manu rez,P.E. Product ContrVAxaminer NOA No.15-0612.08 Expiration Date: January 17,2018 Approval Date: July 30 2015 E-1 PGT Industries Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-6916.10 issued to Kuraray.America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc,for their "SentryGlas®(CIear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18, 3. QUANEX I.G. Super Spacer by Edgetech I.G., Inc. exterior flexible, organic foam spacer complying with ASTM C518 passed, ASTM F1249 passed, ASTM D3985 passed,ASTM D395B 22 HRS 185°F and ASTM E2190 passed, F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5111 Edition (2014), dated June 2,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 2, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7137, dated 12/10/12 ,and FTL-7208, dated 01/04/13, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D. Brinson,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1005.01,issued to PGT Industries for their Series"SS- 3500"Aluminum Storefront System-L.M.I." approved on 01/17/13 and expiring on 01/17/18. sees . . sees sees.. sees.. sees.. sees .. . . s sees 0o sees. sees.. . . sees. 6e 6e .. .. 6060.4 60.66. • . . . . s 666.60 ees.. . . sees.. .. sees Man el Per z, .E. Product Control Exkffiiner NOA No. 15-0612.08 Expiration Date: January 17,2018 E-2 Approval Date: July.30 2015 .. .. . . . .. .. . . . . . . . . . . . . . ••• . . . . ••• GENERAL NOTES:SS-3500 • • • ••• • •• IMPACT RATING IMPACT-RESISTANT STOREFRONT SYSTEM ALL SHAPES,ROUND OR ANGLED,ALLOWED. SEE TABLES 3&4,SHEET 8 OF* • ' ' ' " 000 RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE ANCHORAGE TO BE AS HALF-ROUND SHAPE. CLUSTER ANCHOR QUJMF ' ' ' ' • 00• MISSILE IMPACT RESISTANCE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY8. • • • O� �'SEE • • • HURRICANE ZONE(HVHZ). EX 1 EX 2 SEE TABLES 7&R • • 8.3 T 8 ••• • SHEET 8 FOR 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. / / MID-PANELQUANCHOR 6(W WIDTH 3)USE ONLY APPROVED FASTENERS PER TABLE 1,SHEET 2.MATERIALS USED FOR • • 8.SHFIV 3 ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY • • • • I 1 1 FOR ATTACHED UMTS(CMU)AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE I,SHEET -t-•+----- I DOORaRANSOM• It 2.FOR GROUT-FILLED CMU,ANCHORS WERE EVALUATED WITH ONLY THE CELL 11 II / II _!_-____ I SEE SEPARATE RECEIVING THE ANCHOR FILLED. II •• • • II • • ••r ••• I II I I APPROVAL 4)ALL WOOD BUCKS LESS THAN I-1/2'THICK ARE TO BE CONSIDERED IX123Ai' it D INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO MIN 4'LENG\0FMAX.O.C. a jj D t ii j D I SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 14WTHICK ORGREATER-IXAND ANCHOR CHANNEL, II 114-12' II SHEET 111 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO PART•7.REO.AT It 11 / q II =--____-- THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF ALL ANCHOR 11 MAX•DLO II II THE ENGINEER ORARCHIIECI OF RECORD. LOCATIONS IN li II =--- -- -_--— II -r ---- _ _ 1 CURVED HEADER. n II -----_ -_---_ _- r ----- 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR II 1 I E jj II MU PI.E HORRONT- I I I STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 1. M JLLIONS ALLOWED 11 I SHEET 2.INSTALLATION ANCHORS SHOULD BE SEALED.ALL FRAME JOINTS MUST BE E 11 II U 1 MAX.B'FROMSTART / u / II II i CONTENTS SHEET SEAM-SEALED.OVERALL SEALINOfFLA3HINGSTRATEGYFORWATERRESISTANCEOF SHEET II II D INSTALLATION SHALL BE DONE BY OTHERS AND 1S BEYOND THE SCOPE OF THESE 120• OF BEND OR ANGLE 3 II II II INSTRUCTIONS. HEIGHT II II 11 j GENERAL NOTES.._.._._......... 1 II II 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT jj ii ii I ANCHOR TYPES._..._..»..._.»....»2 FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. �� 11 / II II f GLAZING DETAILS...».»...........»._2 WOOD SUCKS.BY OTHERS.MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 11 11 L_____ PERT,SECTK)NS_......_._..........3 SEE O.C.SPACING u n t u n F------ I IMPOSED ON THEM BY THE WINDOW. ON TABLES B&8, 11 n t n 11 I I HOR2 SECTIONS...........»._.._4 11 n 1111 1 HEAD/SILL ANCHOR OP.._......_...S-8 7)DESIGN PRESSURES: SHEET? A ii SHA ii it u 1 I JAMB ANCHOR SPACING._...»..._7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME 4 11 I l MID-PANEL ANCHOR QTY._.._._.8 ANALYSIS AND GLASS PER ASTM E1300,SEE SHEETS 2,5,8&9. �� / t jj I I MULLION DP.».....»..»...»......».._..9 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST a 68.1!4' 11 u I EXTRUSION PROFILES»......._..10 PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300,SEE SHEETS 2,6,8&9. a MAX DLO �i SHEET li C PARTS LISTICORNER DETAILS-10 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE II II 4 111 ------- WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 334/3% II 11 I I STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.8If _n I) I It- LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. II IIu I I - B 9)DISSIMILAR MATERIALS THAT COME INTO CONTACT.INCLUDING PRODUCT FRAMING,HEAD SIMILAR 3.7/B'MAX. SEE TABLES 3&4, -- ANCHORAGE AND OPENING SUBSTRATES,SHALL BE COATED OR PROTECTED TO 8'MAX. SEE TABLES 7&8, SHEET 8&8,FOR PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA BUILDING CODE. FOR SHEET 8 FOR ANCHOR RECTANGULAR, ANCHOR QUANTITY 10)REFERENCES:TEST REPORTS FTL-7137&7208;ELCO ULTRACON NOA;ELCO TRAPEZOIDAL' QUANTITIES. CRETEFLEX NCA;ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM EYEBROW OR SIMILAR CORNER DESIGN MANUAL. • ASSEMBLIES TYP.ELEVATION OF INSTRUCTIONS: STOREFRONT SYSTEM PRODUCT REVISED 1)DETERMINE THE BUILDING'S REQUIRED DESIGN PRESSURE USING THE ASCE 7 STANDARD.THE PRODUCTS DESIGN as complying avidi the Ftmlda PRESSURE MUST MEET OR EXCEED THIS VALUE. SdioaCodd2)DETERMINE THE ANCHOR TYPE FROM TABLE 1,SHEET 2. \ '�12lton Data %U Revised Br' Dota: Revision: 3)DETERMINE THE GLASS DESIGN PRESSURE FROM TABLE 2,SHEET2. �`�'��'•�N` Er 4)DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO ANCHORAGE FROM TABLES 3 OR 4,SHEETS 5-6 BASED ON YOUR Revised By: Dole: Revision: SHIM SPACE,ANCHOR TYPE AND THE QUANTITY OF ANCHORS REQUIRED TO ATTAIN THE REQUIRED DESIGN PRESSURE. Na.58705 'I' ' SC 7/21/15 NO CHANGE 8)JAMB ANCHOR SPACING IS GIVEN IN TABLES 5&6,SHEET 7 AND HAVE BEEN CALCULATED FOR THE PRODUCTS MAXIMUM OP. '7' 0 Deem pft-, wawo By' 1 C c> ELEVATION J ROSOWSKI 6)DETERMINE THE MID-PANEL ANCHOR QUANTITIES FROM TABLES 7&8,SHEET B. ! �5 :.to %I� iE F 14 1070 TECHNOLOGY DRIVE Title: Iota: 7)IF THE WINDOW IS ATTACHED TO ANOTHER WINDOW THROUGH A COMMON MULLION.DETERMINE THE MULLION DESIGN is ..G•••••ORIOPP.O. BOX 1529 �� •.•'• \�� N VENICE, FL 34275 STOREFRONT SYSTEM DETAILS-LM 10/05/12 G�• PRESSURE FROM TABLE 8,SHEET 9. +S � A�J�j�1,{�„t�� ` P.O. FL 34274 Sauey//.fodel: Score: Sheet: wowing No. Rev: 8)THE LOWEST DESIGN PRESSURE FROM 3.4&6 ABOVE,SHALL BE USED FOR THE ENTIRE ASSEMBLY. A./Y10YiA R.P.E. CERT. OF AUTH. /29296 SS-3500 NTS 1 OF 10 MD-3500-LM A P.Eti 88705 . . ... . . . ... .. •. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 2 Window Wall Glass Capacity(Psfl Capacity IP%�! -.1 • ansalA62NATEa • ••• •�1 I••• GLA�NAT� �j Imo_ enB LAMINATED Windowwa0 Glass C8 ci �t - Game. • • }{�7'.__ I •I GLASS STACK yq'HEAT I I GLASS STACK 1/4•ANNEALED • • . •STREIQO�FiEtTED • • STRENGTHENED GLASS GLASS • • • • • Nominal dm. Nominal DVn. all • • • • • • • • •1/4'HEAT• Gl.A43 114'HEAT- Frame Wldlh frame He1gM A B C D E f .090' • 114":?:IFALED ••• •MT • • STRENGTHENED .OBg'SG- 4STRENGTHENED Frame N4dth Framnllelght A B C 0 E F CLAS$ 24101 9D3 80.0 A 900 80.0 220.0 2410 MA Bao LEO 90,0 600 1MO 42 42 GLASS 42 GLASS Wtn 900 80.0 120.0 900 80.0 ]20.0 solo MO WA MO 90A MO ]MO Solo 1//(�/J) Mo MO me 90.0 90.0 1M0 3622 90.0 80.0 220.0 90.0 600 120.0 �48�S 41 • •��S �'r • 40 314 BITE 41 40 421n V 90A 90A MO Sao MO Mo Qin i� Mo Bao 120.0 88A Ina Ileo • • • • • 481n 721n 900 MO Mil MD 80.0 1220 48tn 1200 320 ••• • • • 89A MO30 0 90.0 120.0 Sun 100.0 1000 30 • • • • • • BO • Got 814 e4`0 Sao Mo 1220 min IMO lOLL0 rpC E �t GLASS TYPE A • • • • GL9�91YPE B a GLASS TYPE C 120.0 66101 1UDA I0a0 a ® • • • ••rte- MOA Moo 24In 90.0 Sao Mao OGG MO M o A Mo .Mo MO 80A 110.0 Min 90.0 MO 1240 9" MO 2240 Min M`0 Mo Mo an BOA 220.0 351n 90A MO 1240 940 MO 12W 1.3116•La f-3�18•L0. 36101 SDA 80.0 120.0 940 800 120.0 Qin 114101 ]MO 1240 1.3i18•LQ Site"LAMINATEDNATFD GU595TACK e/18•IAMINATFA GlA53 STACK 42ln MO 80A 1240 9" MO IMO 48101 IMO Mao 8l1GLASS SATFD GLASS STACK CLASS STACK GLASS STACK GLASS STACK 48101 78101 903 Sao IMO 90.0 SaoMO IMO 5620 0 100.0 1W ANNEALED 1tTHENE- 1!THENE- 54101 829 80.0 1240 90.0 80.0 120A 60th "MO 1000 STRENGTHENED STRENGTHENED e01n 77.4 MO 120 84.1 no IMO zab soil MO 12D MO Mo 1MO GLASS TAVAIRSPACE GLASS 7/i6'AOffi7ACE GLASS 7/18'AIR6PACE 661n 120 120 Min 90A Bao M e MO Mo IMO �,� 1/41TEMPERED Ow SG 1/4-TEMPERED 1!4'IEIdPI]TED .OSO'PVB 7220 120.0 M I) Min Mo Sao Mae ODA e4D IMO GLASS GLASS GLASS 24tn 90.0 80.0 1220 MO B0,0 ]MO 'G� 12022 2240 MOA 42Sole Mo Mo Moo 940 MO 12DA 48 in MAO 1X10 351n 9" Bao Mao MO MD 120.0 20101 99.8 200.0 314'��n42 314' TE413/4•GLASS41QI01 940 MO 120.0 900 Sao 1240 BBITE 40 BITE '� 481n 941n 851 MO MaA 90.0 no IMO Mtn 902 Sao 1240 MA MO 12D0 5014 MA MO MOA 900 MO Mao 31 31 31 5420 7&1 Sao Mo ass Sao 1740 47 ExTFmoN GLASS TYPE E 47 � GLASS TYPE F 47 ®In Mao 120 MM 176in 90A Sao Mo 90A baa Mao GLASS TYPE D Selo Map IMO Qtn IMo Mao C7 ® (P 721n Mo 1040 'MI" ]040 ]00.0 TABLE 1: 24101 90A 80.0 Mao 90.0 840 Mao 56101 1040 104`0 NOTES: Min Mo MO M o 902 640 IM0 Mkl MIa Mkt. 9010 90A 90.0 MOD MO 80.0 220.0 AnCea 98101 90.0 90.0 MOA 90.0 50.0 120.0 2020 MO Me Mao Mo Bao 120`0 Type DescdpOm SUbSifale Edge FMIrL O.G. ) 35in 1M0 IMO Distance, meat Distance 1 ANCHOR MUST EXTEND A READS QIo 90A MO MOA 940 80.0 120.0 Qin 112in Mao 12a0 BEYOND ANY OF METAL 481a Solo M6 Mo 120.0 88.6 MO 120.0 014 steel a 41O SS BEYOND ANY METAL 56101 120A MO 48th 1060 1000 A SMS(O S.Pine T 1318' 1" SUBSTRATE win 22ao M o 54b MI)Imo 1aa`0 fn4 steel a 410 SS 116'BD83•TSAklnhnlm 318' 1!8' Sl8' Selo fOD.O 1M0 24101 90.0 80.0 2200 90.0 goo Mao B SMS(G5) 11 38 k St 3!8" 1/8" 5/8' 21 ANCHORS INTO Sotn 90A 640 IMO 90A Bao Me GROUT-FILLED CMU OR 72101 f00A IOD.O 285ksiConaele 2-1/2' 1318" 3' 36in 19810 Mo 120.0 HOLLOW BLOCK FOR ONLY 24101 940 80.0 120.0 940 80,0 120 Olin ]Oa0 1040 U4'Sled UBfeton Grout-Fi8¢d O4fU• 2.11Y 1-3f4' 4' ��LE FOR THE gain 900 Sao 120 MO Mo Mo 48to IOaO 100`0 C Hollow Block' 2-U2' 1-1/4' S' JAMB$. 36in 90.0 Mo Mao 90,0 Mo Mo 114 410 SS Crel�lax Halos Bock' 2.112• 1-1/4" a' Zola 90A 800 1240 90.0 80.0 1240 Qln 87fi 840 12Q0 Sao 840 120 SON WA MO Mo Me Sao Mao 5(t8'sted U6racon Helaw Blxk' 1l -1-1-141- 3)ALL ANCHOR HEAD TYPES 49in gain 768 MO M O K4 MO 126 35tn 1441n 220.0 EEO- 114"410 SSCrefeRex 3.35kslConcrete 2.11r 1.314" 3' ARE ALLOWED. Saln 12" MO 4Tki 1oa`0 100.0 0 T52list Cenaeta 3.118 2" w sorn Mao 120 4822 maD 100.0 671S'sledUlman Grout-Filled U' -12' -1/ •SEE SHEET 1.GENERAL 6sin 1040 MO 318'•Large Otarlleter 3 ksl Catcrete 3• 1.1/2" 4" NOTE 3. 721n 1040 1000 E TW Toot H03014 BIOtk• 1-11 PRODUCT l4BVISED 24101 MO SDA Mao 9Qo BOA MO B ding Codde ��FtOdda Min MO BOA MOA MO MO 120 A=Plsnee NO ) FAB 361n MO MD MOA MO a" Mao `71111 1 1 1111! 101100Dale 4Vf Qdt 102101 831 BDA Mae MO MO 120.0 `��Qh1,.......IZjVI ��i� Revised By. Dale: Revision: BY 48101 MOA 1220 `��.•'7,1C[NSF•'•.F.� i Mi Prod0c3 Mo Sohl 100.0 SOae Std:• •'.it'- Revised Sr. Dote: Revtsbn, Selo MoIMO NO.58705 _ SC 7/21/15 INTERLAYER MAN. •u ® DescriPlion: Drown BY., `7A?�o�S :'tai; GLAZING DETAILS J ROSOWSKI c� •. 'mak': ao/e: IF COMBINED WITH STOREFRONT ENTRANCE i �` '•.FtOR10?•.•'•�,\�; 1070 TN. ECHNOLOGY CE. FL DRIVE Mfe: DOOR(SEE 75 DESIGN PRESSURE VALUE OF THE DOOR OR ®GLAZING NOTES: '''%s`S��NAL`�l``\ P.O.13OX 1529 STOREFRONT SYSTEM DETAILS-LM 10/05/12 STOREFRONT SYSTEM SHALL BE THE DESIGN 'K'-.09D-BUTACITE®PVB BY KURARAY AMERICA,INC. 1 t t 11 111 1171 NOKOMIS, FL 34274 Series/Afodak Scorn: ST c"W"No. Rer. PRESSURE FOR THE ENTIRE SYSTEM. 'SG'=490•SENTRYGLAPSY KURARAY AMERICA,INC. A LYNN MILLER.RE CERT. OF RUTH. 129296 SS-3500 NTS 2 OF 10 M_-3500-LM A P."Sam •• •• • • • •• •• • • • • • • • • • •• CONC MU • • 609 • • • • • • EDGE CONCRETEfCMU • • • • i • • • • • INSTALLATION QUIIRREEMENNT D1: PER ANCHOR EDGE • • ••• • ••• • OPTION •• - REQUIREMENT •... DIST. I WSTALLAn IN - . ANCHORS DIRE 2X WOOD BUCK {�_ APPROVED MULLION, INTO MASO e E Ni •.o - OR FRAMING • i 05TT•• I •• •• •• _ EDGE ALUMINUM.STEEL . . a EMBEDMENT • • • • tE FRAMINGORSTEEL STUD,SEE TABLE 1, 1reMAX. IM • • •••EMBEDMENTSHEET2. 1XWOOD 12'MAX.SHIMMAX.SHIM 1 CKSTRIP, EXTERIOR SEE NOTE 2,EXT//E��R--IC�ORTHIS SHEET.1l3 30 EXTERIOR EXTERIORTYP.ANCHORTYPE, TYP.ANCHOR�. TYP.ANCHOR TYPE, EDMENTANDTYP.ANCHOR E•ENMEDMENTAND EMBEDMENTANDEDGE DISTANCE PER EMBFAMENTAND E DISTANCE PER VI LE EDGE DISTANCE PER EDGE DISTANCE P£R SUBSTRATE, SUBSTRATE,SEE SUBSTRATE,.SHSEE LID SUBSTRATE.SEE TABLE 1,SHEET 2. HEIGHT TABLE 1,SHEET 2. TABLE 1,SHEET 2 TABLE 1,SHEET 2. INSTALLATION INSTALLATION INSTALLATION 42 40 5 OPTION OPTION OPTION 2 INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO 2X WOOD. DIRECTLY INTO METAL INTO MASONRY. FRAME TYP.ANCHOR TYPE, HEIGHT EMBEDMENT AND EDGE NOTES: DISTANCE PER SUBSTRATE, 4'LENGTH ANCHOR SEE TABLE 1,SHEET 2. CHANNEL AT INSTALLATION 1)USE ONLY SUBSTRATE APPROPRIATE ANCHORS,FOLLOW ANCHORS.SEE SHEET 1 EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS 7 FOR REQUIRED LOCATIONS PER TABLE 1,SHEET 2.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.ALL ANCHOR HEAD 31 TYPES ARE ALLOWED. 8 2}ALL WOOD BUCKS LESS THAN 1-1/Y THICK ARE TO BE EXTERIOR OPTIONAL CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE LAMI IG OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. GLASS TV.ANCHOR TYPE, WOOD BUCKS DEPICTED AS 2X ARE 1-1@'THICK OR GREATER.IX EMBEDMENTAND AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY EDGE DISTANCE PER EXTERIOR TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN 41 ATE•SEE a P8 X 1-SV BUGLE-HEAD AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER TAB 1,SHEET 2. OSMS,2-1/2'FROM EACH OR ARCHITECT OF RECORD.MAXIMUM SHIM THICKNESSTO BE ENO&13.1PP'MAX•O.C. AS REQUIRED BY TABLES 3.8,SHEETS S& R RED AT PRODUCTRBVI9BD 3 EAC CHOR VERTICAL SECTION E-E asc Ayln8withftFlodda LOCA ON CURVED FRAME MEMBERS ONLY Building Coda I l l t t f hccepttmea No��O�OI •�� Revised By: Dots: R"11-•ty talion Dale 17EMB ��\�prvLGEN3.?'/`�cc�i�� DY INSTALLATI N Q: C .9 zN P'°d'seL OPTION Reared By: Dote: Revisian� INSTALLATION ENT No.68705 �_ SC 7/21/15 NO CHANGE ANCHORS DIREC Y >. '' ` '. _ •�• – ® Descriplim. Drown sr - ANCHORS r � '- -�':� 7 r�,I c ,�a� VERTICAL X-SECTION J ROSOWSKI CONCRETFJCNN` EDGE• '�O.•' FT 'E O '7: 4j� Dote: PER ANCHOR DIST . F'7, \��.` 1070 VENICE, 7ttle: IREMENr %(�`Sn.••ORIDP.•''G\ STOREFRONT SYSTEM DETAILS-LM 10/05/12 P.O. Box 1529 VERTICAL SECTION B-B NOKOMIS• FL 34274 od.L saata: sheet: Dr"No. Re: / At. 'ER.P.ECERT. OF AUTH. X29296 SS-3500 NTS 3 OF 10 MD-3500-LM A P.E.F 68706 % •• • • • % •• • • • • • • • • • • • INSTALLATION INSTALLATION APPROVED MULLION, • • N • ALSMINUM,STEEL FRAMING OPTION --�-Q- • •• STEEL STUD.SEE TABLE INSTALLATION ANCHORS 1/4•NUT&SOLT,24'FR• • ••INST/JLATIO?*NCHQRS • • e1��IEET 2. DIRECTLY INTO MASONRY. EACH END AND 24'MAX C.• • i RECTLY INTO META* • • • 13/4' EMBEDMENT STEEL REINFORCEMENT. 1/4'NUT&BOLT, �� ----_ I 24'FROM EACH - 3 SEE SHEETS 10 • • ••• --rr----�, , END AND 24' • TYP.ANCHORTYPE, EDGE DIST. _ .• 8 EMBEDMENTAND EDGE DIST.1- . 1 MAX O.C. 5 EDGE DISTANCE PER 1 11 1 SUBSTRATE.Sr** • 1 1 FOR ATTACHED DOOR, TABLE 1IV2. • OPTIONAL LAMIGLASS • • 1 • •• • • • • I I LSEE SEPARATE APPROVAL 40 TYP.ANCHOR TYPE, ------- t EMBEDMENTAND ' IO 3D • • • I EDGE DISTANCE PER ••• • •• • •• •• 1 SUBSTRATE,SEE ' 1 1 I TABLE 1.SHEET 2 I 1 I CONCRETE/CMUPER I �1 I I I 42 41 REQUIREMENT VISIBLE LIGHT WIDTH 1 EXTERIOR 1 -------2 -------- EXTERIOR <• I FRAME WIDTH ,-•�— 're MAX SHIM `--------'-------------'' 11WrMAX.SHIM --I HORIZONTAL SECTION A-A EXTERIOR HORIZONTAL SECTION C-C I I EMBEDMENT 1X WOOD BUCK3TRIP,SEE I 1 T a NOTE 2,THIS SHEET. NOTES:ALUMINUM —^_=---------- JI REINFORCEMENT, I 1 1)USE ONLY SUBSTRATE r — ---1 -- EDGE DIST. e • SEE SHEETS 9 NT. 4 I I APPROPRIATE ANCHORS,FOLLOW I 11 I INSTALLATION I I EMBEDMENT.EDGE DISTANCE AND 1 1 I VISIBLE LIGHT FORMULAS e' SUBSTRATE REQUIREMENTS PER t �� —II I l( I FRAME WIDTH-5.1f2" OPTION TABLE 1,SHEET 2.ANY INSTALLATION I I 1I, II I FRAME HEIGHT-61/2' INSTALLATION ANCHORS OPTION SHOWN MAY BE USED ON ANY THROUGH 1 1 1 I fd a j TYP.ANCHOR TYPE, •• -- .; ROUGH IX BUCKSTRIP SIDE OF THE WINDOW.ALL ANCHOR j j i I`ry u 1 EMBEDMENT AND INTO MASONRY. HEAD TYPES ARE ALLOWED. EDGE DISTANCE PER SUBSTRATE,SEE- 2)ALL WOOD BUCKS LESS THAN 141r I I 11 TABLE 1,SHEET 2. THICK ARE TO BE CONSIDERED 1X I 1 I t 1 I • INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL.UNIT MAY BEINSTALLED 11---- I CONCRETE/CMU E(TERIOR DIRECTLY TO SUBSTRATE WOOD 1 PER ANCHOR BUCKS DEPICTED AS 2X ARE 1412' I�'L REOUIREMENT ` THICK OR GREATER.IX AND 2X BUCKS EXTERIOR i -----J (WHEN USED)SHALL BE DESIGNED TO L----------------� PROPERLY TRANSFER LOADS TO THE V FOR ATTACHED DOOR STRUCTURE.WOOD SUCK DESIGN TRANSOM,SEE Ur MAX SHIM ALTERNATE AND INSTALLATION IS THE SEPARATE APPROVAL REINFORCEMENT RESPONSIBILITY OF THE ENGINEER OR EMBEDMENTFes— VARIES WITH DESIGN ARCHITECT OF RECORD.MAXIMUM HORIZONTAL PRESSURE REWIRED,SEE SHIM THICKNESS BEASREQUIRED SECTION D-D BY TABLES 38,SHEETS 6-8. TABLE 9.SHEET 9. PRODUCT REVISED EDGE DIST. as complying with its Ftodda Bonding Codd acceptance No/S-O6l2,OB TYP.ANCHORTYPE, INSTALLATION ` ,��,0kV LT N'V 41,ll7ji PkWsed 8y: Dota: Revision: 8 i9110aD �)8 EMBEDMENTAND .• 1A� S: F EDGE DISTANCE PER INSTALLATIONWOOD ORS _ 'E EMBEDMENTAND .' Revised By: Dote: Reviem Mimai Product' SUBSTRATE,SEE '` h' No.58705 7Y TABLE I,SHEET2. - SC 7!21/15 NO CHANGE ® Description: Drene By: 2X WOOD BUCK ST '°per. 7"I-L, 5 HORIZONTAL X-SECTION J ROSOWSKI OR FRAMING TOR t� 1070 TECHNOLOGY DRIVE rue, D°le' oR�oA��{�` N.VENICE. FL 34275 STOREFRONT SYSTEM DETAILS-LM 10/05/12 1/2'MAXSHIM --►� �•-- �! MAL �N' P.O. Box I529 1 j1l1Ill tttt NOKOMIS, FL 34274 Sei es/AfadeL Srnle: Sheet• Orarirtg No. Rev A LYNN MuER.P.E. CERT. OF AUTH �29z9s SS-3500 NTS 4 OF 10 MD-3500-LM A P.E9 68705 . . ... . . . ••• .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 3: �,t7a � � Window Wall Mullion Head/SID Atxhor Cluster Load Capacity(psf) Window Wag Mulgon r"'IY"gl� or Clusterload 41apa•Ity(psf) • •• TH 1�- WITH 2 (1/4•Mutation lil4°01� � «T • • •• • WID NornbW Dim. Anchor •A• AMitor •B' 'C •D• IArrcho 'E Nominal Dim Andwr •A• I Anth war 9 A hdw a Y' Anclrr •0' a•E• I Frame Frame Fame kama • • • • 11 WIdO" He1gfA AZ A3 A9 82 83 04 C7 [3 D3 04 E2 E3 r4 Wldm Haight A2 A3 Al 82 B3 IN C2 c3 �� 112• 113 A •E2 4 E4 11 / 241n 320.0 Imo Imo Imo 120.0 1240 1M0 120.0 120.0 =0 170.0 120.0 1200 241n 11&4 MCI 120.0 120.0 120.0 ]m I) MCI 1210 Imo 720.0 7204 120.0 1200 120.0 ]20.0 II ! 301n 120.0 1204 1200 1210 3200 220.0 1210 ]20.0 IMO 1200 120 1240 MO ]MO 1210 In 92.7 1740 ]70.0 1200 220.0 1mA 1240 Imo 1210 1M0 ]20.0 IMO IMO 120.0 1200 361n MA 170.0 1200 1200 1210 1200 1200 170.0 120.0 1210 720.0 =0 1210 1200 1240 361n 84.2 Imo Imo Imo 120.0 0 0 IMO Imo 120.0 me Imo 174.0 1200 � It 421n 120.0 1200 1210 ImD Imo 2200 1mD 120.0 3204 Imo Imo IMO ]740 120.0 Imo d21n ]0818 74.6 1]19 1200 220.0 120.0 0 0 Q 1ms 6115.0 12R 1740. 120.0 HEIGHT I II 4818 721n 1184 1200 I20.D 1104 Imo MD 120.0 1210 1210 MCI 1200 1200 1200 ]200 1210 48In 67.6 161.4 270.6 1268 120.0 1po 1 0 0 1740 Imo II 1]7.2 1204 MCI 1200 Imo =a 1210 720.0 2200 Imo Imo 120-0 541n s 935 1200 107.7 12W 120.E 10..7 •m. 12W 1200 Imo 1200 II W 1082 Imo 1200 MCI 1200 MCI 01200 MO-In=[) me Imo IMA MCI M0 Gain 583 87.4 116.6 1047 1200 950 gym. 120 119.0 ]m• ]200 lm Imo 1210 n 1059 1200 1200 1200 120.0 2200 ]20.0 1200 120.0 MA Imo 130.0 1200 1210 6618 55.1 M6 i10.I 95.2 MCI 8 0 7 170! O 118.7 IMO 1210 II 1052 FIS 120.0 IMO 1M0 170.0 ]20A SMD 120 120.0 MCI 241n 1114 Imo 1200 1m0 1204 1204 MO 1204 1240 MOO MO 3210 Imo IMO Imo II 2 1200 Imo IMO 120.0 3204 MCI 120.0 120.0 =a I20D 3mA 1200 1210 me 320.0 301n 91.8 Imo 1200 IMO me Iwo 1m0 1210 120.0 170.0 1200 1M0 Imo 1200 1200 11 301n ]MO 120.0 1200 12" 220.0 120.0 2200 Imo 1200 1200 1200 1200 120.0 1200 1200 9618 789 1184 120.0 SMO 120-0 1200 Imo MCI 1200 2m0 2204 Imo me Imo IMO gain 770.0 1200 2200 ]200 =a 1200 1200 Imo 1200 Me MA IMO Imo 1M0 1200 4220 1141n 60.8 201.7 1200 Imo Im.O 1204 1150 1200 1704 120.0 120.0 Imo 1200 Imo ]200 WIDTH 1+WIDTH 2 42In 1139 Imo Imo Imo 22MO IMO IMO ]20.0 17DA MCI 120M ]200 MA 1ma Ma 4818 631 94.7 1216 109.0 MCI Imo IDLCI 120.0 Imo IMO 120.0 1240 170.0 1200 170.0 FRAME WIDTHS 2 4818 7810 105.2 1210 =a 1200 7240 1200 1200 Imo 120.0 1204 MA MOO 220.0 1200 12W 5118 580 87.1 126.1 1043 1200 =.a 95.6 1200 1M0 1145 1mA 3200 1200 1200 1200 541n 99.0 Imo Imo Ma Mo =01=0 Imo IMO ]200 1204 =0 120.0 I20D 1210 6010 54.1 81.2 108.2 935 MD, 7700 1191 MCI IMO 106.7 1200 Imo 1317 1M0 3200. Andwr "Andlor7 moo, BofAndmors Ar4m,DotAiwe Gain 99.7 ]200 1200 ]20.0 1200 Malmo ]200 120.0 ]200 120.0 3200 1200 1200 IMO 241n 105.2 120.0 120.0 120.0 17120 3mA 1200 MCI 120.0 220.0 1204 1200 1M0 1200 IMO TV" meach51de roe at Each Side T7Pe et FachSlde 6610 918 1200 ]MO 120.0 1200 1204 Imo =0 120.0 1200 120.0 720.0 Imo Imo Imo gain 8G.6 3M0 MCI 1200 1200 120.0 1200 1210 1M0 2200 120.0 12DA ]Ma 7M0 1200 1' 721n 90.2 1M0 1200 1210 IMO IMO 120.0 1200 1210 ]200 120A 1210 1200 1200 7M0 361n 743 17L4 MCI 1210 120, 1204 7204 Moo 1200 120.0 120.0 120.0 1200 ]20.0 1240 A2 2 A3 3 A4 4 2418 720.0 1200 1200 1200 1200 1M0 1200 120 =A me 12.0 Imo IMO 1200 MCI 42In 2min 656 98A =0 ]133 imaD IMA 208.] 170.0 IMO ]70.0 120.0 120.0 120.0 SMO 1210 BL 2 83 3 84 4 Mn 120.0 1210 MCI Im.O IMO 12MO 1200 Imo Imo 1M0 1200 2200 12OD 1M0 Imo 481n SA2 888 1184 1x2.2 IMO 1200 97.9 7210 120 3188 ]104 1210 7200 1200 320.0 � 2 C3 3 C4 4 3618 114.8 1210 1200 1210 1210 1240 1200 SMO 12&0 3204 ]20.0 MC 1200 1200 ]200 S41n 543 91.4 2086 93.8 120.0 MA 89.5 1210 220.0 1071 220.0 1200 ]13.1 1200 120.0 D2 2 D3 3 D4 4 42In 2031 IMO 1200 Imo Imo IMO Imo 1200 Imo Me 1200 =0 120.0 1M0 1204 6DIn 548 75.7 1010 87.2 IMO IMA 832 12U 120.0 99.6 Ins =0 105.2 1200 1210 � 2 F3 3 E4 4 4818 8418 94.7 IMO 7200 MCI 1200 120.0 MO IMO MO me Imo Imo 1240 22DA 1240 74in 99.7 1200 =..0 ]200 1200 220A ]200 1200 Imo =a Im.O 1210 1m0 1210 120.0 SILL SHOWN, 5410 88.6 1200 ]200 1200 MCI ]20.0 Imo 1200 Imo 1200 MCI 12" 1200 IMO IMO gain BL9 Imo 1200 Imo 120.0 1M0 MCI =0 Sm0 120.0 ]20.0 170.0 Imo ]210 1200 HEAD SIMRAR, II 601n 842 1210 me Imo 1210 IMO 120.0 SMO SMO 3200 me ]710.0 1200 120.0 me 2018 1261n 20'1 ML2 1210 220.0 me 120.0 115.6 210.0 IMO 120.0 IMA 1200 7210 Imo 1210 QTY.MAY VARY WINDOW 11 WINDOW 661^ 82.0 IMO MD 1200 3M0 Sm0 1200 MCI ]20.0 IMO =0 Imo 1240 Imo IMO 42In 61.8 917 Imo 1088 7210 MA mL9 1200 IMO 1210 =.O Imo 1200 Imo me II 7228 789 118.4 1200 1m0 IMO 1210 1200 Imo 1200 1210 220-0 1210 3200 7200 IMO 481n 587 835 112.4 963 1200 120.0 9LIC MCI ]200 109.9 120" IMO 1180 ]200 Imo SEE TABLE I• n 2410 =a 1200 Imo 1200 1200 1m0 1200 IMO 1200 1200 IMO 1200 1200 Imo SMO 5418 51.0 785 SOLO 881 IMO SMO 84.0 1200 Imo 100.6 1204 ]200 106.2 1200 Imp SHEET 2 301^ ma Malmo Imo Imo Imo IMO 1200 1200 Imo Imo MCI 170.0 1200 1200 241n 94.7 120.0 1210 Me ]200 1204 1200 1210 1210 1M0 2M0 1M0 Imo 1200 Imo FOR ANCHOR � �-4 � 2.1/4• 3618 109.7 2-114- Mo Imo 1200 2m0 1204 1210 MCI 1204 MCI 120.0 Imo IMO 120.0 IMO 30In 77.7 1185 me SMO 1210 IMO 1200 IMO 1200 =0 120.0 SMO 1210 120.0 1200 O.C.SPACING, 421a 05. 1204 1200 7200 Im.O 1204 1200 1210 MO IMO 2200 1200 1200 2200 1200 361n 684 99.7 Imo 114.8 3200 1200 IMS Imo 1M0 MCI Imo SMO 1210 120.a 1200 4'MAX 481n gain 881 1200 1200 1200 120.0 1200 120.0 1200 120.0 1210 Imo 1200 IMO Imo 1200 42In �� 585 87.7 1174 1010 3240 7210 984 3200 IMO 115.4 120.0 1210 1200 Imo Imo 5418 80.2 Imo 120.0 IVA Imo 12(111 1210 170.0 1200 Imo 120.0 1200 1240 1200 120.0 48th SL6 789 105.2 909 1200 SMO 887 3210 1210 =2 12D.0 1200 109.6 120.0 1200 6018 787 7136 1210 1210 SmA 120.0 1204 120A 1200 1200 MO Sm0 1204 MCI ]200 3410 481 "A 96.2 831 Imo MO 79.2 1189 1200 949 1200 1210 100.2 MCI 1210 6618 715 1087 Imo Imo ImA 7204 119A Imo 1200 MCI 1204 SMO Imo 1210 120.0 241n 90,2 1200 Imo 1200 IMO mo 1MD 1200 1210 120.0 2204 120.0 1200. 1200 Imo 7218 70.1 303.2 720D 1240 1200 1200 Me 170.0 IMO Imo Ms 1200 1200 1210 1210 301n 739 1108 Imo IMO 1m0 1204 1200 1200 1200 MCI 120-0 1210 7204 ]210 Imo 241n Imo Me 720.0 Me Im.O 120.0 IMO 1200 120.0 1200 120.0 Imo 2204 1200 120.0 36In 138{n 631 99.7 2200 1030 1204 Imo 109.0 1200 Imo 120-0 120.0 1200 1200 MCI Imo 3018 1098 370.0 7200 ]200 120.0 1204 ]MO IMO 1704 120.0 1204 120.0 1200 ]200 ]210 42In 555 832 I3L0 919 17AO Im.O 91.4 Imo im0 1093 120-0 ]Mo 114.6 Imo 3210 3621 910 1200 7200 Imo 2200 120.0 ]200 1200 120.0 1MO 1200 120.0 12DA 1200 1204 491n 49.8 74.7 99.7 86.1 1m.0 ]20.0 811 1M0 1200 983 1700 1m0 1�.8 ]200 120.0 421n &1.6 1210 1210 me 1M0 1204 1200 120.0 MCI MCI 120.0 Imo 120.0 MA 3204 2410 ELI MCI ]me Sm0 120.0 1200 fl-.00 1200 Mo 1200 IMA 1210 210.0 1210 SMO 4818 97.7820. 77.0 115.5 7200 ]70.0 120.0 1200 1204 120.0 Sm0 170.0 7204 1200 120.0 =0 32" 9010 705 IM7 MCI IMO 120.0 1200 ]200 12" 1204 MI) 7200 120.0 120.0 1200 5410. ri.4 IOLS ]20.0 ]20.0 120.0 120.0 7178 ]20.0 Imo 120.0 7204 7204 120.0 720.0 ]20.0 961e 14410 LQl 90.2 120.0 103.8 1204 110.01210 1200 1186 1210 Inc Im.O 1200 120.0 6018 671 100.6 3200 1189 120.0 7210 1145 ]200 1200 1200 1mA ]200 1m0 1200 1200 42In 52.8 791 ]IK.B 91.2 1204 120.0120.0 101.1 72046618 638 95J 1200 1142 IMO ]20.0 105.1 ]200 1200 1200 120 1200 MO 1200 7200 4910. 41.3 71.0 94.7 818 1204 12041174 1204 934 110.0 720.0 98.6 ]200 ]20.0 724" 61.3 974 1200 1089 Imo 120.0 101.1 120.0 MCI MO 2204 120 MCI 1240 1200 PRODUCT REVISED as 241n 120.0 Imo Imo 120.0 Imo 120.0 1200 ]200 7210 Imo 120.0 MCI 120.0 1200 Imo Bundinlyingw---Dh---Ohothol7oHde 3021 1x0.5 Imo IMO 1200 Imo 1zoo 120.0 3200 1210 Imo IMO 1200. ]200 1200 Imo 49{i l!1117 Aae��Hof X18 361n 90.2 MCI 170,0 1200 IMO 1204 me Imo Me Imo 1200 1200 Imo 1200 1200 111 �� radon Dale 42HI 102N 80.2 Imo Imo Imo Imo Imo 3200 120.0 Imo 120 32" Me 1210 Imo Imo `.� O ..... ,4f i. Reased By: Dote: Revision: 4821 728 109.2 1200 1200 1200 ]240 1200 ]200 Imo 1200 Imo Imo 1204 Imo 1204 . �� ''�iCENSLc'•l�(�,p�% Miami ado Prafuet 5410 673 IOLO Imo 1163 Imo 1200 /las Imo me Me ma 1200 Imo 1200 me •' 6018 SU 94.7 Imo ]09.0 12MO 7200 1094 1200 1200 1200 1200 1200 me 1200 =0 '1r.• NO.GS70.5 • Revised By. Dote. Revision: 6621 59.9 898 1198 1�.4 120.0 1IOD 217 MCI Imo 1181 170.0 7204 1204 Imo 1210 _ SC 7/21/15 NO CHANGE Desc4plfon: Of"n IV ?� 5 :` ANCHOR TABLES @ 1/4n SHIM SPACE J ROSOWSKI IF COMBINED WITH STOREFRONT ENTRANCE ^1�� '•F/11R{D1',.•' ti<� � 1070 TECHNOLOGY DRIVE In Ie: Da1e: DOOR(SEE SEPARATE APPROVAL,THE LESSER ri;54 �,JC?•` N.VENICE. ;9275 STOREFRONT SYSTEM DETAILS-LM 10/05/12 DESIGN PRESSURE VALUE OF THE DOOR OR ��r l `)' `` STOREFRONT SYSTEM SHALL BE THE DESIGN NOKOMIS, FL 34274 Semina/Model; Scole: SF 5' 111 Na. Rom: PRESSURE FOR THE ENTIRE SYSTEM. aLYNN M4LER P.E CERT. OF AUTH. X29296 SS-5500 NTS 5 OF 10 MD-3500-LM A P.E.9 hB705 . . ... . . . ... .. .. . . . .. .. . • • . . ... . . . . ... TABLE 4: Window Wail Mullion Head/Snl Anchor Cluster Load Capackv(J Window Wan Mulnon tie&WI1 OncIll Clusll 1.0&d Clift(Jil• .00 WIDTH 1 WIDTH 2 i1/7'Meldn4vn5Nm space) { f�:lmu4tlsh)m s)lece) • • • • •• Nominal Dim. Anchor 'A' Andy 'r I Anchor 'C' Ad- 'D, IAndcrT 'P Nominal DIM AndiarT 'A' I AftcharVper lerb' And& 'E' Frame Frame Frame Fame • •• • • II VAdIh Wain A2 M A4 M 03 84 C2 C3 01 02 D3 04 EZ E3 M 'Mft Rel I A2 A3 A4 D2 83 84 C2 C3 CO D2 D3 1)4 F2 � FA li Z4 In moo 120.0 ]MA min 120.0 1200 110.0 Malmo 1200 120.0 1200 120.0 3200 120.0 Min 963 110.0 120.0 953 12&0 IMO MID MO 1200 1200 170.0 2720 12oA 12&0 120.0 II 301. 1m0 1200 IMO ]ma 120.0 mo 120.0 1200 ]70.0 1200 120.0 =D 120.0 170.0 SMO 3014 7&7 11&0 120.0 7&7 11111) 120A 207.6 1200 IMO 2m0 120.0 IMO ]211.0 120.0 IMO II Min 1129 Imo 1240 1129 MO 1200 120.0 IMO ]20.0 Imo 3200 Imo 120.0 IMO 1240 3614 679 10L7 ]MO 67.8 101.7 9W 120.0 1 120.0 0 1200 HEIGHT 421n 3025 Mo 1m0 MLS IMO 3200 120.0 120.0 MA 1200 1200 1720 Imo 1X0 1200 4214 60.1 90.1 IMO 60.1 gall ftO a t ffi0 2001 30.7 �. ]MO 0 IMO 1200 481. 72 in M3 1201) IMO 95.3 IMO MO SMO MO ]200 1200 1200 1200 120.0 Imo MO 4814 �� 515 817 1089 50.5 SW 1 7 9119 ffi0 12" 1200 Imo / 11 5414 904 1100 IMO %4 1200 IMO 1200 1200 IMA ]200 MO 1200 IMO 1200 1200 5t In 50,2 753 UM 50,2 75.3 0 120.0 1200 0 IMO Gain 8'7.1 IMO 1200 87.1 1700 7200 1182 12W 1200 MO MO 1200 1200 MO Imo 60tH 469 70.4 918 4&9 700 63B 64 0 IMO 661" a5.3 1200 IMO 85.3 Malmo 11&7 1m0 SMO 1200 120o 120.0 1200 570.0 1200 6614 44,4 665 8&7 44.4W5 8&7 6&7 9LO IMO 77.3 11&0 !MO 1147 1720 IMO II 7214 447 1200 1100 20.7 1200 Imo 119.9 3200 1200 Imo ]20.0 Imo 120.0 1200 1200 7q h1 89,7 SMO IMO 89.7 1200 ]200 1200 2720 IMO 7200 IMO 1200 120.0 Imo Imo 24 in IMO 120.0 1200 MO 170.0 ]MO 2100 IMO 7200 320.0 ]MO 1200 120A 120.0 1200 30In 739 110.9 Imo 73.9 1109 IMO IOLI 170.0 1200 mo 120.0 mo ]200 1200 1200 II 3014 11&2 SMO IMO 1162 MA MO Mo ]200 1200 3200 1200 IMO Imo Malmo 36In p•g am 1200 63,5 953 1200 8&9 1200 1200 117.7 120.0 MC 1200 1720 1200 36in 101.7 1200 120.0 101.7 MO iMO 3200 SMO Imo 1200 1200 SMO IMA 1200 1200 421n 1141n 361 843 112A 562 Bas 112,4 769 1153 MD 980 =a 120.0 1M0 1720 1200 WIDTHI+WIDTH2 421n 917 IMA 120.0 9L7 1200 1200 120.0 MO 7200 1200 1200 MO 7200 1200 1200 481n 509 762 F.14 .8 762 1017 69.5 100.3 2200 811.6 2200 1200 Imo 1M0 1010 FRAME WIDTH= 2 4814 7810 114.7 IMO 1200 114.7 120.0 MO 1159 120.0 1MO =0 1200 Imo 1200 Malmo 5414 4&7 20.1 7 701 93.5 6L9 %9 Imo 81.5 120.0 120.0 1200 1200 1M0 5914 79.7 379.6 1200 717 1]9.6 1200 109.0 1200 IMO IMO 1200 Sm0 1200 1200 ]720 OofAndmrs OWAnfioN OofAndlms 6014 7&2 1140 1200 762 1144 IMO 1043 1200 7200 1200 1200 3200 1200 120.0 Imo 6014 436 653 06 65.3 W.1 9.6 89.4 119.2 759 ]139 Sm0 112.7 1200 Imo Anchat Amhor Anchor et F.rh Side et FuhSWe a<6ch Side -of Ill 66in 739 110.9 1200 73.9 1109 7200 IOLi 1200 1200 SMO ]200 IMO 1200 ]MO 120.0 24In 847 12004.7 ]MO 1200 1139 IMO Imo ]20.0 ]MO 1200 1200 1200 1200 Type Type TYPe Ria 71.6 108.9 1200 71.6 3019 7200 993 170.0 120.0 1200 1200 Imo 27110 IMO MO 3014 69.7 104.87 100.6 ]HIa 953 1200 1200 320.0 1200 1200 1720 IMO 120.0 A2 2 A3 3 A4 4 2414 170.0 1200 120.0 3200 1200 1200 1200 1700 110.0 1200 =0 1200 7200 1200 1200 3614 599 837 99 937 1195 8L8 1200 1200 104.2 1200 120.0 120.0 3200 1200 62 2 a3 3 B4 4 3014 10&1 7200 1200 10&1 IMO ]MA 7200 IMO 1200 1200 1200 1200 1200 ]MO SMO 42in Min S28 792 2.8 792 103.6 722 1083 1200 91.0 1200 1200 ]200 IMO 1200 C2 2 C3 3 CA 4 361. 91.4 1240 ]20.0 91.4 Malmo ]200 7200 1200 120.0 1200 1200 1200 1200 3200 48tH 47.7 7LS7.7735 953 65.2 979 1200 83.1 1200 120.0 120.0 1200 120.0 1)2 2 03 3 ad 4 4210 a" 120.0 1200 830 Imo IMO 1135 1200 1200 1m0 1200 SMO SMA Imo IMO 417 6369.765.6 870 5119 93A 1196 762 M3 7200 1]31 1200 1200 E7 2 F3 3 E4 4 481n 941n 762 1144 IMO 7&2 1140 120.0 104.3 1200 2200 7200 1200 120A Imo IMO ImofaN 40.7 6300.7 610 BL3 SS.6 830 SSL2 709 10&9 Imo 1052 1100 ]20.0 511. 71.3 107.0 3200 71.3 1070 ]200 975 MO IMO 5201) 5200 1200 1200 ]20.0 1720 241n 80.3 1200 1200 803 220.0 mol 1200 1200 1200 1200 1200 1M0 1200 1200 SILL SHOWN, WI4 679 IOL7 IMO 67.6 IOL7 1200 90.7 ]20.0 MMA 12&1 1200 2MA 120.0 =0 IMO 30th fis9 989 1200 65.9 %9 Imo 902 SMO 1206 1149 2200 120.0 1200 1200 ]MC HEAD SIMILAR, 11 36in 565 847 1129 5&5 80.7 1119 77.2 ]15.9 MO 9&4 1200 1200 1200 IMO 1200 QTY.MAY VARY yylNppyy li WINDOW 6614 652 W.8 I2DA 65.2 97.6 ]200 89.2 IMO MO 1137 120.0 1700 1200 120.0 1200 126in Rin 83S %3 1200 635 959 ]200 869 720.0 IMO 170.7 7200 1200 IMO IMO 1204 42 In 49.8 747 936 49.8 74.7 99.6 671.1 101.1 MO 869 1200 IMO IMO 7200 1200 SEE TABLE 1, 2414 1173 1100 1200 111.3 IMO ]200 I20A 120.0 ]20.0 120.0 1200 1200 IMA 1200 120.0 481n 448 613 89.7 44.8 67.3 89.7 61.3 91.0 ]200 78.2 ]172 IMO 1160 ]200 7200 SHEET2 301n 970 1200 IMO 97.6 IMO 120.0 7200 ]200 IMO 12&0 MO MO 1200 1200 IMO 54tH 41.1 615 81.1 41.7 61.5 SLI 5&2 843 1123 71b ]07.4 1200 308.2 320.0 120.0 FOR ANCHOR 36In 84.7 220.0 SMO 84.7 1010 1200 115.9 1200 1720 Mo Imo SMA 1200 ]200 IMO 2420 762 11x4 IMA 7&2 114.4 Imo IOU 120 1200 1200 IMO Mo 120.0 Mo 1200 O.C.SPACING. 42N 75,0 1130 320,0 75.8 1136 1200 1035 1200 1200 7200 1200 ]20.0 =a 12" 120.0 3DIn 61.6 as 1200 fiL6 918 7200 636 1200 1200 119.0 1200 1200 7200 ]200 1200 CMAX. 4814 9014 693 1040 1200 693 1040 IMO 949 1200 IMO MO 1200 MI) I= IMA IMO 361n 1321e 335 809 2070 53.5 803 107.0 Wilms Mo 93.2 mo 1200 1200 SMO 1200 541n 64S %8 1200 60.5 96.11 1200 8B3 1200 2200 112,5 1200 Mo 120.0 Imo Imo 42In 471 7115 942 47.1 726 94.2 64.4 96.6 MO SL% IMO 1MO ]200 SMO IMO fi01n 6L0 915 IMA 61.0 915 ]ffi0 814 7200 Imo 106,3 1200 7200 120.0 1200 1200 4814 414 63S 84J 419 83.5 847 57.9 869 115.9 739 110.7 IMO 109.6 1200 SMO 66N 5&4 BLS 11&7 5&4 87.5 116.7 799 SIA7 1200 IOL7 SMO ]200 1200 ]MA Imo 5414 3&7 58.1 R8 3&7 58.1 77.5 SIC 79.4 105.9 67.5 1012 IMO =2 1200 1200 Rin SU 84.7 112.9 56.5 84.7 lIZ9 77.2 115.9 1200 994 1200 ]200 =0 IMO IMO 241n 716 108.9 1200 72.6 30&9 1200 99.3 120.0 Mo MO 1240 IMO IMO IMO IMO 24 in 1%7 1200 ]MO 10&7 IMO MO 1M0 120.0 1M0 ]MO110. ]M.0 2200 Mo Mo 30In 595 893 11&0 59.5 813 1190 81.4 MO 1200 IDT.7 MO ]M.0 120.0 MO 1200 Win 811.4 IMC 120.0 88.4 Imo 3700 1200 IMO 1200 IMO 1200 IMA MO 1200 361n 23111n 508 7&2 101.7 50.8 762 20L7 615 1093 120.0 98.6 5200 1200 1200 SMO me 361" 765 1147 120.0 765 1147 MO 104.6 Imo =0 120.0 IM.O IMA MO Imo 4214 44.7 67A 690 44.7 670 89.4 6L1 91.7 IMO 77.9 116.8 ]200 115.6 2200 1200 421n 6&1 Ml ]MO 6&1 WU 1200 932 1240 1200 11&7 SMO 220A ]200 MO 4814 4D.1 60.2 803 40,] 60.2 80.3 54.9 813 1099 699 ]049 MO 1039 1010 120.0 481n 97.751n MA 910 MO 62.0 910 120.0 84.8 1200 IMO 108.1 1200 IMO IMO ]20:0 2414 693 2030 IMO 693 20 1200 94.8 1200 Mo 12010 1200 1200 1MO 120.0 1200 541n 579 8&2 1149 S7.S fi62 1149 7&6 1179 3200 100.2 270.0 1200 120.0 ]200 30 in 5&7 85.1 1535 56.7 85.1 1135 77.6 2160 170.0 9&9 120.0 120.0 120.0 1200 IMO 6010 540 CIA 20&0 54.0 M =0 719 IMS 1200 94.1 IMO 1200 1200 ]MO 361n 1441n 434 72.6 969 480 US 969 662 993 1200 84A ]MO 2200 IMC IMO Imo 661n 534 77.1 1029 SL4 77.1 129 703 10&4 IMD 89A ]20.0 ]20.0 1200 1200 4214 4L5 SU 20.0 415 638 MO S&1 872 11&3 741 11L1 2200 1099 1200 IMO RIn 49.4 741 98.8 444 741 %0 67.s 1013 1200 86.1 1720 7200 1200 1200 3200 4914 3&1 57.2 76.2 38.1 572 202 51.1 7&2 101.3 6&4 99.7 1200 98.6 1200 ]MO 24i. 1017 12.0 120.0 201.7 SMO 1200 me Mo IMO 120.0 1720 2200 I= 1200 2200 PRODUCT REVISED 1 1200 120 SLI IMO Imo ]131 1200 1200 120.0 520.0 SMO IMO 720.0 Imo lmlding 3n81dIh17mFlorid0 3010 84 Building Carlo 361n 726 1011.9 120.0 71.6 1011.9 320 90.3 Mo IMA 120 MO 7720 1200 IMO ]100 S 411 11 111/I Aolepimam No I.`7'9bo) 421. 64.5 968 1MO 61.5 96.8 1200 88.3 ]200 1200 1115 1200 ]MO IMO Imo ]MO Winn 1)200 �� 481n 1021" s&6 8&0 1773 511.6 8&O 217.3 a0.2 1200 1100 1022 1200 110.0 1210 1200 IMO �.��ONy.....N�9/(/7j/� Revised Sr. Dore: Revkiorc 5414 54.2 81.3 108.4 542 813 1084 741 1122 1200 94.5 Imo 7200 1200 120.0 1200 B 6014 508 762 701.7 508 762 701.7 695 I043 110.0 88.6 IMO 1200 1200 7MO 1200 :Q��•• 4lCENSF'•,��P Reaisetl 8y: We: Revision: Mieml Product' Bain 48.2 713 %4 482 773 %4 65.9 %9 2200 610 ]20.0 MO MO SMO ]m1) � y�r;: _ NO.58705 `%Y= $C 7/21/15 NO CHANGE YU Morn Br S ® ANCHOR TABLES @ 1/2"SHIM SPACE J ROSOWSKI �i� fit} /u; IF COMBINED WITH STOREFRONT ENTRANCE 'C��r'•.!'<ORIUP.•'••l � 1070 TECHNOLOGY DRIVE Title: O°le ODOR(SEE SEPARATEAPPROVAL),THELEssER ,,�,r ... (j� N.VENICE, F7.34275 STOREFRONT SYSTEM DETAILS-LM 10/05/12 DESIGN PRESSURE VALUE OF THE DOOR OR "I;101VAL ��,�` P.O. , F 1529 STOREFRONT SYSTEM SHALL BE THE DESIGN /III 1 i i I i 1 I NOXOMIS, FL 34274 Serias�Model: IS re: Sheet: Moving Ito. Rer. PRESSURE FOR THE ENTIRE SYSTEM. A Lrwv MRLER P.E. CERT. OF AUTH. #29296 SS-3500 NTS 6 OF 10 MD-3500-LM A P.E.9 887% . . ... e•• •.• ••. .•. •• •• • • • • • • • • • • • • • • ••• • • • • ••• TABLE 6: TABLE 6: Window Wag Max.O.C.Jamb AnrhorSpacing(in) Window Wag Max.Jamb O.C-AnchorSpacing(in) window Wag Mac Jamb QC.And-SpWJM(to W14dowWByijacJamb O.C.AnchorSpacing(in) (114'Madm.nSNm Spam) (1wvAximmsimspaw) ( M1*nhIShRlSpaca)0 • •• • (IMMinhwensMinspaca) Frame Frane Arch= Andes An<hm Andror Mellor Fromm Franc Arch= Ander Mdw AOdw Archon I- Frame AV M r M M Fmn Fnw 1 And- And- An- And- Width IIe18h3 T 'A'T 'B•T 'C 'D' 'E' WIdU Rat A' 'e' 'C Po• H41sld D' 'P W.# A' 'B' 'C' 'o'7ype'1' 241. ffi isis IB ffi 201. is is is12 is2414 >♦ IsISt6 32 Is 18 gain leis ffi ffi ffi gain is 18 U 12 is 301n is 12 is is is 301n is 16 is U is 36ln is IB Is ffi ffi gain is IB is is 12 min 1s 33 ffi to is gain 13 ffi 131 ffi is IB is 4214 ffi ffi is ffi ffi 421. IMI. 19 IB 78 ]8 ffi 4214 u is ffi 18 12 42In las, 33 1211116 16 Is ffi 4614 7214 i6 18 is ffi ffi 4814 1s SB u ffi u 481n 7214 12 ffi 4814 u 12 ffi 0 ffi SON ss I6 ss ffi ffi SON 127 is 1s ffi ffi 5414 u n •• ffi 101 ffi 13 16 18 ffi 6014 IS ffi 1S ]8 ffi 6014 127 IB 127 ffi ffi �N 12 u IB • Gain • 9 9S 131 16 ffi ffi 6614 15 ffi i4 18 ffi 6614 11 1 127/81 ffi t8 Gain 22 .2 161 ffi • Gain 95's 95 u ffi 18 7110 ss ffi ss i8 ffi min ffi is ffi ffi ffi 7114 12 43x i• •ffi• • Uin • 38 ffi ffi Is ffi 241n ffi ffi ffi ffi is 3014 ffi is IB ffi is 2414 ffi ffi Is W8 ••llIn • 17 i8 is 38 3014 ffi IB ffi ffi 18 3614 ffi l8 ffi ffi ffi 3DN ffif/2 MIA ffi ffi ffi Uln 14 16 U ]9 1s 3614 18 ffi ffi ffi ffi 4210 ffi 18 ffi ffi is 3610 16 ffi ffi ffi ffi 4214 1141. 12 123/4 17 is 18 4214 ffi ffi ffi ffi ffi 4814 m81n 231 18 ffi ffi I6 4210 12 13 ffi ffi ffi 4810 u ffi It 14 ffi ffi ffi 4814 781. 16 IS ffi 18 ffi U1. 13 ffi 16 131U16 12 ffi 4814 ?a1. 13 13 18 18 18 54in 30 3/18 30 14 0/16 i8 18 W ffi ffi ffi ffi ffi 6014 u 1s ss ffi is SON 11 31 ffi Is GON 9 4 914 12 4 17 ffi 601. 33 ffi 18 ffi 18 18 6610 12 18 12 ffi is Gain 31 U ffi ffi ffi 2414 ffi ffi ffi U ffi Min 13 ffi ffi 18 ffi ffi 2410 t6 16 ffi ffi to 8610 u 11 ffi i8 ffi 3014 ffi is ffi 18 ffi 7214 19 ffi ffi 12 6 ffi ffi 3DN 16 18 ffi ffi ]8 7214 11 u LS ffi l9 3610 is 12 i6 18 ffi UN ffi ffi 38 IB is ffiIn 7 18 1a ffi IB 2414 ffi is i6 Is 18 4210 Vol. 12 12 IB >8 ffi min ffi ffi is is 18 4310 SUIn U 18 17 IB is 3010 18 ffi ffi ffi 481. 10 in ffi 15 716 ffi ffi Min 18 is ffi ffi i6 4910 14 16 34 6 18 ffi 3614 14 ffi ffi IB 74In (011/16 1013!18 13112 ffi ffi 4210 -18--is 18 ffi is 9414 12 4 18 14 Will ffi 18 4214 243)8 14 18 16 18 Gain 9 91 13 is Is Min 841n 143 19 28 ffi ffi 6010 12 4 is 123/4 19 16 4814 1641. u u Is 1s 1s 241a 18 38 Is 16 18 5010 113 8 ffi 14 ffi ffi 2410 ffi 38 is 12 18 1 12 22 U ffi ffi 301. t8 16 ffi U is ffi 541. 144 18 143/4 ffi I6 3DIa ffi 1a is Is 1s In 10 10 14 1s ffi 3610 161/4 14 4 ffi ffi ffi Min 143 ffi 11 6 ffi ffi 3GIn ffi 18 ffi is is 6610 m 10 14 ffi ffi 421. 1t61n 1211)16 1211/ffi ffi 1/16 ffi ffi 7210 12 is 21 ffi is 4210 UON 15 7 ffi 18 " ffi is 72In 10 W16 10 9/ffi 143/4 16 19 481. 21 11 14 4 Is is 2410 28 is i6 ffi 18 481. 231/2 18 is 7]6 ffi is 2410 1s ffi Is 1s 1s SON 103/8 IOg78 U 4 is ffi 3014 ffi is 1s is ffi 54 ss 18 12 ffi u Win ffi ffi ffi ffi ffi 7410 ffi is to is 1s Win 19 IB ffi ffi ffi 691. 22 18 13 18 Is Min 15*.0 ;13 al18 30ln 171/9 17 US ffi U ffi4210 ffi is ffi ffi ffi 241a ffi 38 ffi 19 ffi 4214 33 ffi 1s ffi Win ]9214U SSis is 18 14 9014 15 ffi 15 ffi ffi nffi 18 ffi ffi 16 'U1. 9014 73 ffi ffi elfin12 12 11 8 ffi 1838in 18 38 ffi ffi Is 3414 111(8 S ffi ffi 1015/ffi 1013136 is 18 1s is 5A 18 6014 13 ffi ffi a is is I6 28 A21. 1ffi1. 18 ffi 18 I6 ffi t8 ffi In 1 ]s ffi ffi ]0 10 13 U 8 ffi6610 ffi ffi 13 ffi 18 481n 14114 1a 141/4 Is is vein 9 4 b /8 1s 2414 ffi 1B 18 ffi ffi Win ss 18 33 ffi ffi 3410 1211/16 38 141/4 Is ffi 7214 93/4 9 4 23 18 1s 3014 ss 15 4 ffi 1s is 72i2414 18 ffi 18 ffi ffi 2410 18 18 ffi ffi Is M1. ffi ffi ffi 18 18 gain Bain 14 14 ffi to 18 2014 1s ffi ffi 1s 23 301. 1s ffi ffi ffi U Win 17 17 IM ffi 18 is 4214 12 12 153/4 18 ffi 3610 U 18 ffi is ffi Min 14 ffi 24 ffi ffi 18 1s 431. 11!Lie 1t 7 14 Is is 361n 17 1s ffi 1s 1s Min 4210 17 8 ffi ll 18 ffi 4214 ]S ffi 17 ffi ffi 421n 121/4 123/4 U 1s u 241. 18 IB 12 1s is 48tn 97.910 111/4 ffi 171/6 18 ffi ABIn 13 9/16 18 IS ffi 12 4914 97.751n 123/4 12114 17128 18 is ts1. 36 1 ffi ffi 1s 18 14 4 ffi 141/4 18 2s 54In 23 16 18 13 16 U ffi 5414 30 0 10 4 I6 8 18 ffi 3814 1441. 1611/18 1411/16 ffi ffi ffi u 16 1s 1a 4 I9 is 2410 ffi is 18 ffi ffi Gain 10 4 10 4 U ffi 17 ffi 421. u 12 ffi ffi ffi 12 3/16 ffi 12 3/16 18 ffi 301. ffi ffi ffi ffi ffi R1. 9 9u 12 4I U114 17LY1 18 31 U ffi ffi 12 ffi ffi 12 16 ffi ffi ffi1. Min Is ffi ffi Is 18 4214 14 4 18 259/4 18 is 241n Is ffi 18 IB is 4814 14 ffi 14 ffi 1B 301 ffi 33 ffi ffi ffi MN ffi 18 ffi ffi ffi gain ss is ffi ffi 19 3014 ffi l8 ffi 1s 1s 42in 1276 127 ffi ffi ffi 3814 14010 ffi 18 ffi ffi ffi 4910 IotN u 11 4 ss ffi 18 PRODUCTREVISED -4210 14 is 18 3G ffi ffi 541n u 4 21 ss ffi ss as complying with ft F(or(d8 48tn ss 18 141 16 ffi ffi Coin Io 10 127 Is ffi Btnlding Codd ffi 10 7 ffi ffi A4COPimlta Nel�0 �a•08 LYNN��7,�� Revised By: Dole: Revision: B N.Ddo ZD/� '� •''y10ENS•' ��F Miami Produ41 „, P Revised Sr. D.W. Revision: NO.58705 SC 7/21/15 NO CHANGE Om-By: _ JAMB ANCHOR TABLES J ROSOWSKI ��p•'O:'' F•7 lis •�` 1070 TECHNOLOGY DRIVE Tim. in. 7 %�S''•:c�ORIDA.•`'�` N.VENICE. FL 34275 STOREFRONT SYSTEM DETAILS-LM 10/05/12 1 529 NOKOMIS,FL 34274 Series/Nodet Scofe: Shell: Droning No. Rev: • A LYMN4JUER P.E. CERT. OF AUTH. #29296 SS-3500 NTS 7 OF 10 MD-3500-LM A P.606B70S . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ••- TABLE 7: TABLE& Window Wall Mid•PanelAnchor Quantity Window Wall Mid-Panel Anchor Quantity Window Wag Mld•PanelAnchor Quantity • ••WindowWvjMid•Pallipj4rchorQuantity WehuAmum9hhnSpace) )1/41Maaimm SNmSpace) 41/2!Afa3namSlOnSoce)• • 4 • • MWMal6e•msNmspace) frame Fran And— Anchor Andror Andror Andros Flame FM= Amber Aac m Anchor An more haw of Anchor An or A a From fm a An a A r Andror Andlar Atrhar Wldt. V. Type°A•T7pe"e° .E Tome-a-roe'1' Width Height TYPe'A Typa'8•T 'C Typo"D'Typa'E' WidU Height T7pe•A'lype'B' t• •T Ut 1lelphl 'A' 7ype'C pe'D'Type°6' 241n 1 1 1 1 1 2410 1 1 3 1 1 241n 1 1 •1 1 •• 241 _ i 1 1 101n 1 1 1 1 1 3010 1 1 1 1 1 3016 1 1 1 1 1 1. I 1 1 1 1 381n 2 1 1 3 1 3616 2 3 1 1 1 366 2 2 1 1 1 361. 2 2 2 1 1 an 2 1 1 1 I 426 2 1 1 1 1 4216 2 2 2 2 1 421. 10213 2 2 2 2 1 4aln 721n a 2 1 2 1 4g In 10810 3 2 2 2 1 —'WIT 7210 -3 3 Z 2 1 3 3 2 2 1 541n 3 2 2 2 2 5110 3 2 2 2 2 SOIn 4 4 ] 2 10 4 4 3 2 2 Win 4 2 2 2 2 60 in 4 2 2 2 2 60n 4 4 3 3 2 • In • 4 4 3 3 2 666 4 3 3 3 3 656 4 3 3 3 3 666 S S 4 • 30 •3 • 2I2 5 5 4 3 3 736 5 8 3 3 3 2410 3 1 1 1 1 726 6 8 5 4• •3 • !110 • 1101, •1 3 1 2 Un 3 1 1 1 1 301n 1 1 1 1 1 246 1 I 3 1 • n I 1 1 1 3DI6 1 1 1 1 1 36In 2 1 1 1 I 3010 I 3 1 1 1 361n 2 2 2 3 1 win 2 1 1 1 1 3610 2 2 2 1 1 42n 2 2 2 2 1 Olin 2 1 1 1 1 We 1141n 2 1 1 1 1 ]0916 4810 3 2 2 Z 1 4210 2 Z Z 2 1 4610 3 3 I 2 3 48111 Al. 3 2 3 1 1 yon 3 Z 2 2 Z 4610 7816 3 3 2 ] 1 546 4 4 3 2 Z 5416 3 2 Z ] 2 6016 4 2 Z 2 2 S4 In 4 4 3 ] 2 6010 4 4 3 3 1 606 4 2 2 2 2 60n 4 4 3 3 2 We 5 3 4 3 3- 661a 4 a 3 3 3 241n 1 1 1 1 1 66n 5 5 4 3 3 24n 1 1 1 1 1 7216 5 3 a 3 3 3010 1 1 1 1 1 Rin 6 6 S 4 3 3616 Z 1 1 1 1 3010 1 1 1 1 1 gain 1 1 1 1 1 421a 320111 2 1 1 1 1 Sale 1 I 3 1 1 366 2 1 2 1 1 3016 1 1 1 1 3 306 1 1 1 1 3 436 SUIn 2 2 2 2 1 San 2 1 1 1 3 48to 3 2 2 2 1 361n I 2 2 1 1 456 3 3 2 2 1 4216 2 1 1 1 1 5410 3 2 2 2 2 4216 2 2 2 2 1 %In 4 4 3 a 1 dein 841. 3 2 2 2 1 6016 4 2 2 2 2 481n 84In 3 a 2 2 1 Sale / 4 3 3 2 Son 3 2 2 2 2 241n 1 1 1 1 1 Son 4 4 3 2 2 24to 1 1 1 I 1 6014 4 2 2 2 2 30n I I 1 I 1 Soto 4 4 9 3 2 301. 1 1 1 1 1 Sal. 4 3 3 3 3614 2 3 1 1 3 661n S 5 / 3 3 361n 2 2 2 1 1 7216 S 3 a 3 3 421n 1266 2 1 1 1 1 7216 6 6 5 4 3 42 In 1]Oln 2 2 2 2 1 241. 1 1 3 1 1 48in 3 2 2 2 1 24 in 1 1 1 1 1 4810 3 3 2 2 1 306 1 1 1 1 1 541a 3 2 2 2 2 30n 1 1 1 1 1 541 4 4 3 2 2 361n 2 I 1 1 1 ZAn 1 1 1 1 1 351. 2 2 2 1 1 Safe 4 4 3 3 i 426 2 1 1 1 1 301n 1 1 I 1 1 421n 2 2 2 2 1 24n 1 1 1 1 1 486 901n 3 2 2 2 1 36irl 33210 2 1 1 1 1 481n 9016 3 3 2 2 1 301. 1 1 1 1 3 5410 3 2 2 2 2 421 Z 1 1 1 1 S4In 4 4 3 2 2 386 ] 2 2 1 1 6016 4 2 2 2 2 4an 3 2 2 2 1 Win 4 4 3 3 2 421. 1266 2 2 2 2 1 651. 4 3 3 3 3 54n 3 2 2 2 2 661a 5 5 4 3 3 Ch1 3 3 2 2 1 RIn S 1 3 3 3 241. 1 1 1 1 1 721n 6 6 5 4 3 146 4 4 3 2 2 241. 1 1 3 1 1 3Din 1 1 1 1 1 241n 1 3 1 1 1 241. 1 1 1 1 1 301" 1 1 1 1 1 301n 1 1 1 1 1 301P 1 1 1 3 1 36In ]3816 2 1 1 1 1 356 2 Z 2 1 1 361n 2 1 3 1 1 42n 2 1 1 1 1 421. 2 1 1 1 1 481n 3 2 2 2 1 4216 2 2 2 Z 1 42 n 1316 2 2 2 2 1 46n 97.731n 3 2 2 2 1 246 1 1 1 1 1 bele 97.7516 3 3 1 ] 1 481. 3 3 2 2 1 54n a 2 2 2 2 3001 3 1 1 1 1 5476 4 0 3 2 ] 541n 4 4 3 2 2 6016 4 Z 2 2 2 356 14416 2 3 1 1 1 6010 6 4 3 3 2 241. 1 3 1 1 1 651. 4 3 3 3 3 426 2 1 1 1 1 7Sn S S 4 3 3 3016 I I 1 1 1 Rln S 3 3 a 3 7216 8 6 S 1 3 Sale 13816 1 2 2 1 1 241. 1 1 1 1 1 4616 3 2 2 2 1 421n 2 2 2 2 1 301. &1 1 1 1 1 NOTES' _ 486 3 3 2 2 1 361n ] 1 1 1 1 241n 1 1 1 I 1 i)USE THIS SHEET FOR ANCHOR QUANTITIES LOCATED BETWEEN THE 4216 Iot1. 2 1 1 I 1 CLUSTERS,ON THE HEAD AND SILL 3016 1 1 1 1 1 PRODUCT'REVISED 486 3 Z 2 2 1 3516 14416 2 2 2 1 1 34ta 3 2 ] 1 a 421. ] 2 ] 2 1 � ��with the Florida de data 4 2 2 2 2 4816 3 3 2 2 1 AmplBuilding N Acceplmrco No)5•06)2.og 6616 4 3 3 3 3 SILL SHOWN, \\\ /// Rafised By: Dole: Revfsforc Re�t6timDab laze HEAD SI1W AR �C N N g�'!!'�'•. Mead PnaltxC 4 SF ••.F`�` Revised By Dotc: Revision: SC 7/21/15 NO CHANGE a� PANEL ANCHOR TABLES J ROSOWSKI Ea Eo EQ. %p .• (S ' .n •, SATE pGY•' ��` 1070 TECHNOLODRIVE A!!s Dota: �� '.,c��,'•.°[omnA.•''��a�: N.VENICE,FL 34275 STOREFRONT SYSTEM DETAILS-LM 10/05/12 MID-PANELANCHORS P.O. BOX 1529 TO BE EQUALLY �'�S�pNAL �� NOKOMIS,FL 34274 g4n4s/andel• scale•. shaee Drarirg No. Rer. SPACED,+/-Itr ALVMhULE P.E CERT.OF AUTFi. 29296 SS-3500 NTS 80 10 MD-3500-LM A P.F 855705 . . ... . . . ... .. .. . . . .. .. . . • . . . . . . . . . . ... . . . . ... TABLE 9: Window Wall Mullion Capadty(psf) Window Wall Mullbq.C2pjc%(Qsp ••• ••• •• ••• WIDTH t+{ WIDTH 2 U"Infertad Unrenlom ad Num.RelM. Sleet R@IM. 4ntelntomad Umelnf.;d• Blum.Rei.d.• Stee&inf. ••• Nominal0lm. (Gass7ypesB&0 (GImTypaA&0) (Class Typ-C&F) (GINSTypesC&0 Non8nal Dim. (GImTypes6&E) (GiassTy"9A&IIII a (QM1ypes(;&F) •(n+ssTPPesC&C • • �� / Freme Width Frame Height Pts(+) Neil(-) Pm(+) 76e8(•) Pm H) Nest-) Pts(+) Nab(-) I Fmme Height Pm(+) Ne8(•) pm(+) Nes(-) os(+) a (• (+) 8•) • 11 / 24n 7010 8010 9010 90.0 900 1000 90.0 1240 70.0 80.0 90.0 90.0 900 100.0 910 120.0 II 301n 70.0 80.0 010 9010 9D2 1000 9D.0 ]20.0 70.0 80.0 97.5 975 910 100.0 900 mo II 361n Too BOA 90.0 900 90.0 100.0 910 120.0 65.6 7410 74.0 7410 0 100.0 90.0 ]Mo • / HEI 42n 740 8010 910 no 940 1010 no 1M0 1min 57.1 645 64.5 64. 0 0 / II 48n 72n 70.0 MA 940 9010 9010 100.0 910 120.0 • 1M0 11 son 700 MO 010 902 90.0 100.0 90.0 120.0 • • • • •690.0 Iwo • Il / Win 740 80.0 90.0 910 940 1040 940 SMO • • • •90 100.0 • II Win 90.0 300.0 940 120.0 7210 9010 100.0 91D 1M0 241a 70.0 8D.0 90.0 90.0 902 Imo 90.0 1M.0 II 24n 7110 80.0 910 90.0 no 1000 940 120.0 30110 85.8 742 74.2 742 910 1000 902 1200 II 30n 7010 a" 9010 940 902 1040 910 1M0 3610 SSS MA 6L6 62.6 90.0 Imo 940 1211.0 36n 710 80.0 940 940 90.0 1010 90.0 12010 42n n4n 9010 1000 90.0 1200 NRDTH I+WIDTH 2 42n 710 80.0 90.0 9010 9010 1040 90.0 110.0 48In 940 100.0 940 12010 FRAME WIDTH= 2 48n 7810 740 80.0 9010 910 90.0 Ino 910 1M0 %1n 90.0 300.0 5410 70.0 802 90.0 90.0 90.0 100.0 90o 1M0 Wn 90.0 1040 Win 700 am 900 9010 90.0 100.0 90.0 3Mo 2410 69.7 785 70.5 7B5 90.0 1000 910 32100 6610 940 100.0 940 3M0 3010 512 6310 614 63.4 940 1010 910 1210 721n 90.0 1000 90.0 320.0 3610 47.4 535 53.5 535 9D.0 100.0 9D.0 171.0 2410 740 no no no 010 100.0 90.0 1210 4210 linin no 1040 910 120.0 0 ALUMINUM 30ln 7010 90.0 940 90.0 910 u" 9110 IMO 481n 90.0 !0010 Sao 170.0 4 REINFORCEMENT Min 710 BDA 90.0 940 940 1000 an 1210 54n 90.0 100.0 421 _ 740 80.0 90.0 90A no I= 902 1210 Win I no 1040 #19599,606.3•T6 481n 94 in 7010 8010 90.0 900 Sao 1002 910 170.0 24n 011 67.7 67.7 677 90.0 100.0 I 90.0 1M0 5410740 no 90.0 911.0 9010 100.0 940 1210 30n 485 54.6 54.6 542 90.0 1040 90.0 IMO Win 940 100.0 9010 SMO 361n Inn 40.8 4&0 46.0 450 9D.0 Imo 1 910 SMO 661n 90.0 100,0 9010 1MO 421n 87.1 969 90.0 ]56.5 7210 010 1040 48110 Sao 914 STEEL 2419 Tao an no 9o.0 no Imo 90.0 Mo `-410 �•0 �'4 10 REINFORCEMENT 30110 70.0 BOA 940 9010 90.0 SODA 010 Mo 24n SL2 589 SLS 5&8 900 1410 Wo 120.0 36n 70.0 002 91D no no Imo 010 120.0 3010 4L7 47A 47.4 47.4 9100 Imo 940 SMO #19532,A36 STEEL 42n 70.0 802 90.0 90.0 9D.0 1011.0 9010 Mo 96in 132110 87.1 9&7 902 11&4 4810 9010 MO 8010 894 89.4 no ]010 900 IMO 421e 75.4 834 90.0 100.9 54In 9010 1000 90.0 3M0 min 80.5 89.4 60110 90.0 1040 900 IMO 54in 7L6 80.6 Mn 90.0 1010 bon 45.6 SL4 SL4 52A 910 1010 90.0 IMO 7210 900 Imo 30n 36.7 4L4 4L4 43A 90.0 1000 90.0 1M0 24n M0 no 910 90.0 90.0 Imo no 1M0 36n 138101 7&0 84.4 9010 101.6 30110 M0 80.0 010 9010 90.0 1010 910 SMO 42n 797 8&0 35n 70.0 no 940 902 90.0 Imo 90.0 lM0 49in 70.1 77.9 42n 70.0 BOB 879 87.9 9010 1010 010 1M0 24 In 40.1 452 45.2 452 910 Imo 90.0 SMO 48n 97.7sin 710 802 an no 902 1040 940 120.0 Min 32.3 36.4 36.4 3&4 79.5 8&3 010 106.3 54110 940 100.0 900 tau 36n win 68.7 741 013 84.3 win 90.0 1M0 4210 69.5 772 6610 910 1010 48110 6L5 6&3 72n 01D Imo PRODUC'FREVISED 24 In M0 8112 90.0 9010 910 100.0 90.0 IMO os complying w)ih the Fltdd9 30n 740 BOA 910 940 90.0 ]010 010 Ma Bnilding(bde Win 740 840 88.3 s65 940 N100 mo =a 14 I t I I I f I Acoeplmtte 42n 69.3 71.1 77.1 77.1 90.0 "Mo 010 120.0 �� ,�\0@1Y LYfVN 77i, Revised By. Det°: Revteion: m'i°� 54 n 10110 90.0 1010 010 120.0 `Pa•• I.ICENS'��( �: Munni Coldrol F 910 laao Y�` P '•'4` .�1 Rertsed By: Dote: Revision: 6610 no Imo ^No,ssios SC 7/21/15 NO CHANGE 'U /O - Description: Drom By: "CC.. �s :• MULLION CAPACITY J ROSOWSKI IF COMBINED NTH STOREFRONT ENTRANCE ��F LO rE 0 1070 TECHNOLOGY DRIVE 7711. Dote. DOOR(SEE SEPARATE APPROVAL),THE LESSER � ��•..RIDS,,.•'�.�.;. N.VENICE, FL 34275 STOREFRONT SYSTEM DETAILS-LM 10/05/12 DESIGN PRESSURE VALUE OF THE DOOR ORriv CJN \\C��•` P.O. BOX 1529 STOREFRONT SYSTEM SHALL BE THE DESIGN /7��t(It tt�` NOKOMIS. FL 34274 Sertos///odeC Scole: Sheet: Droving No. Rev. PRESSURE FOR THE ENTIRE SYSTEM. A LYNN 1NL FR P.E CERT. OF RUTH. #29296 SS-3500 NTS 9 OF 10 MD-3500-LM A P.EO ti8705 a • • ••• ••• • ••• ••• • •• •• • •• • • • • • • • • • • • • ••• • • • • ••• 1 6�' 989' • •• ••• • • • •• • •• —+{. • • • 00 068 4.1ar ASSEMBLY DETAILS 3 o9a• �' 1.760 464• 0*0 ALL DETAILS SHOWN FROM THE EXTERIOR 1 O FRAME J• ••�• J�Wlit •• O FLAT �Y 1 HEAD,SILL&JAMB 0 0 : : •• SNAP COVER #19501,6063-T6 •• • • • #9850Q.60"no• #19505,6083-T6 �— 4.762' --►{ ��+- : 2.908' --►•I 2.196• 4.798' FOR CLARITY, 1.621° I I If" w .094• 1 ANCHOR PLATE V1.121• .OBY 1.121'' OL 1,85. NOTSHOWN .187, l� JJ y 4 ALUMINUM 6 FLUSH BEAD r6 FLUSH BEAD, L 7 ANCHOR FOR CURVED OR AN O REINFORCEMENT O 9/16" 1:1T O CHANNEL HEADERS,CORNERS 1 #19509,6063-T8 #19503,6083-T6 #19504,606a-T6 #19531,6063-T6 MAY BE WELDED 4.750' 50 TA9LE 10: WJ-�\\ Item Dwg.# DesadPBon Material .188' 1.128O ' 1 19501 Frame Head,Jamb,Sill W03-78 Alum. 2 19502 Transom Base 8083 TB Alma. STEEL 3 19505 FletSrra Corer 8083TBAlum. 10 REINFORCEMENT 4 19509 Aluminum Reinforcement 608378 Alum. #19532,A36 STEEL 5 19503 Flush Bead,9/16 6083 T8 Almn. 2 61 195041 Flush Bead 1. 4" 8083'16 Alun. 7I 19531 lAnchorChannel,4" 8083TSAlun. 1 10 1 L%32 ISteel Reinforcement A38 Steel 1 30 1662 Set9n Block 316x7/16°x49,Duro=85+/-5 EPDM 31 1704 IGSatO Black 31G x1- 2"xC,Dura=B5+/-S EPDM 40 13144 GlwbgGasket.Bead Duro=65+-S EPDM 41 19543 Glazing Gasket,(gazing Le&Duro=80 •5 Senloyrene �.' 42 Silicone Backbeddi :Dow 791,795,GEM 47 2878 Ed etechl.G.7/16Su r-S Supe-Spacer 50 71=2 #12x1- 2"HexWasheri=Assemb Stainless Steal 53 1 76BS8 96 X 1 11"Bu le Head Ph.Screw,for Curved Bead. 16101aless8teall PRODUCTRF,VJS® as c Plying%vial Rte Florida 3 RuRding Code Acceptance lVo f5-Qto12.011 \\ // Revised By: Data: Rev%tort: EvpimtianDam 20,fB ONV LYNN 4fl, 11/1 By . ��:' F e KENS•''•F Must Produal ` �:• \ Revised W. Dote: Revlston: EXTERIOR ' >> No.58705 7:7'- SC 7/21/15 NO CHANGE JXorrn 6y: '�_Y�Y-`�'+" �•v i� �7�-fil a' MATERIAUCORNER DETAILSJ ROSOWSKI O•S '�Uu� 1070 TECHNOLOGY ORNE Tina: Owe: • .FCORLOa.•�`�,� N.P.O. Boz 134275 4 75 STOREFRONT SYSTEM DETAILS-LM 10/06/12 • //� /O(vA,l-,lrtG`\s NOKOMIS, FL 34274 Series/Madel: Scole: Sl�eel• proving No. Rev: AL`3t$TM0.CFR P.F CERT. OF AUTH. #29296 SS-3500 NTS 10 OF 10 MD-3500-LM A RE.a 68706 Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE... - II II I� II 4 • � 0 � � � ♦ p ® 1 ii iu+ Y 4 11 p I�Al IIIA ti � dvl' 111 l I �v+{ 111 111 lyill.,� I ' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff Ell Site Map Links Search � fld� r Product Approval I0 USER:Public User Product Approval Menu>Product or Application Search>AoDlication List> t 'i`"ISI'l�w l l .`A 11 yll 1, ,r FL# FL15210-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd, Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 0000 ronoconnell@plastpro.com • 0 • • 0000 0000•• • s so 0 • • Category Exterior Doors 66••66 000000 00+0% • Subcategory Swinging Exterior Door Assemblies •600,-• • •• • 00.0• Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida e Professional Engineer ••0••• • • ••0•• Evaluation Report-Hardcopy Rel•• •• +• •0 0••• • Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. •6666• the Evaluation Report0 ••• • •••• Florida License PE-43409 96 0 0••:0 0 • • Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15210 R5 COI CERTIFICATE of INDEPENDENCE odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 1 of 5 8/15/16,4:31 PM Florid: Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGE... ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R5 Equiv Equivalency Of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summa cts — # Model,Number or Name esc ' ion 15210.1 a.Smooth/Wood Grain/White od 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series 0 Inswing/Outswing (X-Configuration) Fiberglass Limits of Use Installation Instructions Approved for use InCideHVHZ: FL15210 RS II Inst 15210.1.pdf Approved for use o Yes erified By: Lyndon F.Schmidt 409 Impact Resistant:YCrea rd Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.1 for Design Pressure Ratings,any FL15210 R5 AE Eva] 15210.1.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (OX or XO;OXO- Fiberglass Door Configurations) 0000 Limits of Use Installation Instructions • • "Goes" •••••• Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.] 00 0 •• Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schgjt.e..E.4340910 0.0• •••• • Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/AEvaluation Reports •••••• • • • •0000• Other:See INST 15210.2 for Design Pressure Ratings,any FL15210 R5 AE Eval 1521Q.2!bd1' •• • • • • • • • additional use limitations,installation instructions and product Created by Independent Third Pari:Yes • •• 00000 particulars. • • 0000•• • • 00 00• ••• 15210.3 c. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglgis.D•ouple Door with or without • Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswingp(XXp O,XXO-Configurations) •• Fiberglass Door • • • • *Goes* 000000 Limits of Use Installation Instructions• • • •• ••: Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.3 odf • • •:•• • Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 •• • Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.3 for Design Pressure Ratings,any FL15210 R5 AE Eva] 15210.3.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.4 d.Smooth/Wood Grain/White Wood 68"Impact"Glazed Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing (X-Configuration) Fiberglass Door 2 of 5 8/15/16,4:31 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.4 for Design Pressure Ratings,any FL15210 R5 AE Eva] 15210.4.odf additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 15210.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(OX or XO; OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.5 for Design Pressure Ratings,any FL15210 R5 AE Eva] 15210.5.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.6 f.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.6 for Design Pressure Ratings,any FL15210 R5 AE Eva[ 15210.6.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.7 g.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.7.odf Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.7 for Design Pressure Ratings,any FL15210 R5 AE Eva[ 15210.7.odf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door witD SjVIite or Grain/Rustic/Mahogany Series O Sidelites-Outswing(OX or XO; OXO-Configurations) Fiberglass Door • • •••• • •••• • • • • • Limits of Use Installation Instructions • • • • •••••• •• • • •••• Approved for use in HVHZ:Yes FL15210 R5 II Inst 1 2 i Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmi ,Pt943409 • ••• Impact Resistant:Yes Created by Independent Thij PP&1%Yes •• •• • • Design Pressure:N/A Evaluation Reports •••• • •• • ••• Other:See INST 15210.8 for Design Pressure Ratings,any FL15210 R5 AE Eval 1521Q.::;_ • • additional use limitations,installation instructions and product Created by Independent Third Party Yes •• • : • ••• •• • •• •• •••••• particulars. • • • 15210.9 ].Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door .6vi]thout 666686 Grain/Rustic/Mahogany Series O Sidelites-Outswing(XX; O)WO-Obnf]gurations) • • Fiberglass Door •• • •••• • • Limits of Use Installation Instructions •• • Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.9.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.9 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.9.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.10 J. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series O Configuration) 3 of 5 8/15/16,4:31 PM Florida,Building.Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGE... ' Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.10.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.10 for Design Pressure Ratings,any FL15210 R5 AE Eva] 15210.10.1)df additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.11 k.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.11.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.11 for Design Pressure Ratings,any FL15210 R5 AE Eva] 15210.11.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.12 I.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.12.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.12 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.12.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.13 m.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Surface Bolts Grain/Rustic/Mahogany Series O -Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.13.0 Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.13 for Design Pressure Ratings,any FL15210 R5 AE Eva[ 15210.13.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door witli$yrlace ° *see Grain/Rustic/Mahogany Series 0 Bolts on Active Door panel-15tjg%NinQ(XX-CorUjglation) •• Fiberglass Door • • • • • 0000 Limits of Use Installation Instructions °••••• • • • Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.14.pdf, • •••• Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,-P i°• °• ° ° Impact Resistant:Yes Created by Independent ThireFfal":Yes 0 •• •4 00000•••• Design Pressure:N/A Evaluation Reports 000000 • • 04 ••• Other:See INST 15210.14 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210,14 wy0 °••°•: 04 0000 additional use limitations,installation instructions and product Created by Independent Thi"%a" • • Pally ° particulars. • • • • 0000 15210.15 0.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fibergla°ur Siag°IaDoor utilizing the 0 °•°; Grain/Rustic/Mahogany Series O WINDSERT11 an operational w1hTlow fhsert-QEiSfilhg(X- • • Fiberglass Door Configuration) •• • Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.15.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.15 for Design Pressure Ratings,any FL15210—R5—AE-Eva] 15210.15.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 4 of 5 8/15/16,4:31 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: �E— E2 Credit Card Safe t • • •••• •••••• •••••• •• • •••••• • •••••• • • • • • •••• • •• ••••• •••••• • • ••••• •• •• •• •• •••••• • • • • • • • • • •••••• 5 of 5 8/15/16,4:31 PM . . ..• • . . .•. • • • • p • • . . .•. ••• .. . •• .......... ....... lastpro • S7AT 'MAX.OL • 46 • • • • ? -d n EWID ••• • _ * i =z� 5200 W. CENTURY BLVD. �;;• y o LOS ANGELES, CA 90045 •• . .. ••. •. '"'�,,�'' •••. '•�'� ; m • • ; • • • • i• •• ��itr*irsr� % i mo Smooth / Wood Grain / White Wood Grain ; o z Rustic/Mahogany :00 •• E ��ZU N 2 o Series O Fiberglass Door Z 'a a INSWING/OUTSWING 3 az Z w a IMPAC. Oa a GENERAL NOTES z F w � CO o 1. This ct has been evaluated and is in compfiance with the 5th Edition(2014)Florida Building Code w W a )structural requirements including the"High Velocity Hurricane Zone"(HVHZ). X z z LL oz 0 2. duct anchors shall be as fisted and spaced as shown on details.Anchor embedme atOCA. m s and al wall dressin or stucco. Wo W W 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not b a o F j C4 Q co ay require an impact resistant covering. a a co 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with G G Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering.This product meets Um E missile Level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC, o 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry v g construction. N 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed W o engineer or registered architect. iF Q 7. Outswing configurations meet water infiltration requirements for"HVHr. All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be instaNed only in non-habitable areas or f!� a at habitable locations protected by an overhang or canopy such that the angle between the edge of a o canopy or overhang to sill is less than 45 degrees. ' ? TABLE OF CONTENTS MAX MGN PRESSURE(PSF) $1-5 SHEETS DESCRIPDONK+ FRAME PIMEN$= POS6TIVE NEG ATIVE1 Typical elevation,design presarres,8,general notes 0w 2 Door panel deta�s 37.50" a 3 Horizontalcrosssection INSWING x +7$,Q -75.0 DATe 02/16/12 i 4 vertical cross sections 82.00" ScuE N.T.S. ° 5 3-point lock detalls GWG BY: JK m' 0 6 3 point bck detaTs 7 Buck and frame anchoring OUTSWIN x +7$,0 .7$,0 to.BY.. LFS 3 B COmpon@r115 87 13' OBAWWG NO.: N 9 BID of materials See sheet 2 for har mrtations FL-15210.1 0 • V SHEEP OF 9 N f - . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 2 • • • • • • • •• • `�• ,. 00 0 .7' EXTERIOR .8" • • • • • • • • • 0.0 HEI - % ........... 0 00. :0. 0 0 0 a 'e • • •• 0 Z• U NO m••_ • •• • • • • • ••• ••INTERIOR O yTOP RAIL E i m c vCAP(PVC) HINGE STILE(LVL) LATCH STILE(LVL) CAP(PVC) (COMP.) If 4 m a a0 IL ci 1 HORIZONTAL CROSS SECTION __T $$ CZ pp� a y o .v'• —L 35.75"MAX OA o WIDTH 6. o � •'v OD O D o m i. 11 ® U O O ]L K0 I K o b O HARDWARE TAMP INTERIOR EXTERIORMAX DOM a a r} fn MAMUPAC1ilRRk MODEL >m i N KWIKSEi KNOB: SIGNATURE SERIES ±]5 FOAM CORE DEADBOLT: SIGNATURE SERIES(980) (POLYURETHANE- `r .8 O SCHLAGE KNOB' 'F'SERIES(F51) + 1.9 PCF MIN.) N DEADBOLT: 'r SERIES(860/62) 75 Z _ } SEE HARDWARE TABLE PAMEX LEVER: FL3B SERIES DEADBOLT: F07 SERIES 75 o � bHOPPE MULTI-POINT LOCK: 3-POINT TONGUE ±50 flBERGLA$S SKIN e a SEE HARDWARE TABLE (0.125°MIN.THK.)�� a W 3 F MULTIPOINT LOCK: TRU ENNIUM'3000 SERIES ±75 m h 8 •a• w z See sheets 5 and 6 for multi-point lock detalls. o BOTTOM RAIL — z r (COMP.) z c°3 2 oar 02/16/12 b m smL N.T.S. DOOR PANEL a] Pkutpro M.Br: JK m e F6�erglass t 21 VEMCAL CROSS SECTION CHs BY. LFS aB 2 DRAWING NO.: � FL-15210.1 0 ro SHM 2 OF 9 u . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • I-jj//fi MINE•• • •. p`````utt .... I i 1 2 i • Gee •EATIB.QYP.) •• • •i i• ,� ;.•.. O��' ' z ��` • • • •• LO .•. •• �i �� >> m 0 zd;d 0 1) INTERIOR °• • • • • .•• •• S r 9 m c W ° \,� ° CL m ma`a� ® 7 V ,z 1 2 ° Ila:3 ° � �a s 3 " 3 zp e°: C U w Z� N m Ln EXTERIOR H ° m 5 E 4 D 27 o m_ z E 1-1/4"MIN. w¢ N D 2 1 3 4 5 EMB.(TYP.) B O D S _ B 4 4 4 3 HORIZONTAL CROSS SECTION 2- 1 a a $ C 0.15" Shown w/1 X sub buck B x} oCSINK C ^° ° m E I►—CSINK A ° g L INTERIOR INTERIOR W o _ ° 7 40 it Ln Ln 40 7 0 a o a > � z a m E w � o ' m 0 U DAM 02116112 i a a 11 9 EXTERIOR EXTERIOR 27 SCAM N.T.S. 9 E nwa•BY: JK66 m ° 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION a w BY. LFS – 1-1/4"MIN. 3 Outsw ng shown-Inswing 3 Ouhwing shown-Inswing oanwwc No.: EMB.(TYP.) also approved also approved FL-15210.1 " 0 SHEEP 3 of 9 N • • ••• ••• ••• • • • •• •• • •• •• • • ••• • • • • ••• ``p% * iii • • • ••• • •• � • • • • • • • •• • ��`0 0- 0 00 4m 4,0 D B za a•• 00 C L • • r.• 1 2 0.4 I g N g 9 6 4 maa� s G �` € CZ 40 EXTERIOR INTERIOR <= rn z to u 7 1 2 EXTERIOR INTERIO 2 VERTICAL CROSS SECTION C o w EXTERIOR INTERIOR 4 Shawn w/tx sub buck z o n r1VERTICAL CROSS SECTION a 0 u 4 O W-.g shownsw -ining also approved 840 0 a r � F 0 �_ 29 o O Q EXTERIOR g / INTERIOR , E ° G ° a EXTERIOR INTERIOR 40 ° ° . 'A ° G N = 30 31 32 33 34 VERTICAL CROSS SECTION W o 8 Shown w/ADA threshold 36 37 o. 38 0 ga E ' z E w � a a rn Q a Y d Z O 2 a e DAn 02/18/12 z 3 VERTICAL CROSS SECTION SCALE N.T.S. 4 Outswmg confirgurafion 4 VERTICAL CROSS SECTION e: JK e 4 Inswing configuration aac BY.. LFS 3 a DRAWPIG NO.: � 5 FL-15210.1 0 o sN�r 4 of 9 . «.. . « ..• •« .. . . .. .• • . . ... . . . . ... • • • ••• • •• p� • • �., s • . • • •• • �4•l • • • • • • • • •• 46Q. �i om Umro 0 00 Q i • i i . � ? 0 • i dt mm mo•• ••• • •• •• UNC= 0 0 ••• • • w•• • • ••• ••• �N E. 9 m Z. 0 c W m a a. S 4 Oz 0 0 `0 LL Cd 2X BUCK $$ o pdr 0 1X BUCK N J 4 + 0uq U z o 2.17" 23 a m v O gwN U ¢ I d na Ho0I H 2 3OMULaC ngePNO2X BUCK O o 1XBUCK a "}� p m E 1.7" -,--0 MUCK N = 1X BUCK H 23 o x o !E LL O N> (, + n W L4 t W D a 1" aa0d 0 Z 8 O z v STRIKE JAMB m Q d_d z z Z Z 0 DATE:02/16/12 i ® SCALE N.T.S. ° DWG.Erc: JK mm a R 23 MULTI-POINTSTRIKE PLATE �1 LATCH AND DEADBOLT STRIKE PLATE DRA er: LFS 3 GNAWING NO.: n 1oe "� FL-15210.1 N MANUAL RAISED TONGUE GEAR SYSTEM o SHEEP 5 OF 9 N z . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... • • • • • • • •• • \�� I�i�i� z Iom •• • • • •• ••• •• ''��'•.. gy` omm • • • • • •• • • 'fff `\` OM�z UN55 •; ••• • • ••• • • ••• ••• ,^ LO mo 0 a C 9 W oa o aoa a f cz E 9 S. a o v1 d O O O 00 O h aW N Z S O] O 4, a U O 6 4 a a O Y G � E v g 5 N N U) 60 w 0 x rn N 62 ?I O O_' Faa- � d a MUCK 58 I i N m MUCK H w i o m O 0 Z Z U a DAM 02/16/12 i scxe N.T.S. s owc.er: JK m s 2 W&F TrUennium 3000 SERIES STRIKE JAMB DETAIL CNK.er: LFS 3 3 pt.Lock DW W NG NO.: N s" FL-15210.1 o sNccr 6 of 9 N V • r. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 00 • • • • '�- (TYP.J • • • • •• ��p• •;`�y��y 0 6- p n I I %�•0 0 Z •0 o m • • • • • ///00 \``� N Ml 00 0 SEE HINGE • • • • -L 2!BUCK • Pi r-:Z D TYP.HEAD DETAIL(iYP.) ••ti r ••• • • \ * v i x Z J" BS o. G 11tftK•• \��u g 9 0 o a g MASONRY7 HEAD ao �'� m a L` MASONRY&JAMBS AMBS M ,� OPENING OPENING ;Z J�d O FRAME v z 2J(BUCK p z zd o uj o 2X BUCK b. vi w ^O n-al ADA SILL o g ONLY D nil a � �m E 21 — N N = BUCKANCHORING SIRIKEJAMS FRAMEANCHORING HINGE JAMB w o Masonry consh ictlon D o � CONCRETEANCHOR NOTES: ~ 1.Concrete anchor kxx7f ores at the comms may be adjusted to maintain the min. w edge distance to mortorlofits. 1 X BUCK H 01 2 Concrete anchorbcatbra noted os MA%ON CENTER"must be adjusted fo maintain the min.edge durance to mortor j ants,additiorrot rnnaete anchors 7X BUCK L 9 F $ maybe required to enwre the MAX ON CENTER"dlmerWon are not exceeded. i 3.Concrete anchor table 28 H 1X BUCK 11 1XBUCK H 9 rn¢ F ANCHOR ANCHOR 1NIPI MIN.CLFAkANC MfN:CLEARANCE 58 2X BUCK " z rym SIZE EM61 DMEAt1 To MASONRY roAtuacENr 2X BUCK 58 11 2X BUCK L 11 0 0 ...... EDGE ..ANCHOR z a T n" t/s t•t/a' r a• lx BUCK M D 58 BUCK 11 DATE 02/16/12 WANt�M t/a' t•t/a' t• s 27 scaF N.T. H iXBUCKLL s ® 3/16' 1.1/d' 3' 1.1/2' cffx.er: LFS Lk HINGE DETAIL DRAWING N0- t. WOOD SCREW an*iln m 5/8 O ge d1st LATCH 6 DEADBOLi DETAIL InsvAng HINGE DETAIL FL-15210.1 N ' fvtafnfafi a rNNmum 5/8'edge dtsfanca,1'end dMance,&1"o.c.sparing of o Wood screws to prevent the spOtNng of Wood. Oul$yAng s".T 7 of 9 N d . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • • • • . ••• 456" • • • • • • = r `Nilo • • • • • • • 2o ••• •.• •� '� iF O`�um �� I • • • • • •� Pkq L • •.• • •�Ir�.244" 213"—moi ''��rrf rl 11 Ut ttt` z d m o . . . . . • tier an z �1 OLRSWING THRESHOLD �1 OUISWING THRESHOLD •• • • • • • • h _v i c Z v 'd "� DLP(QDSR) `� Caumbia 'H[Mm(581) IIIIIIRJAMB �' 8 im m ow P{asttxo � � �� S d=a m dad 4 4oz 4.68" to 56" �{ ^ i,i 4.7" d LL ^ Zo m � z ��1 OLRSN/ING THRESHOLD .,�,�OUTSWING THRESHOLD WOOD JAMB y> oz "� DLP(QOSHJ " Columbia(575J 5wN � m O O O 5.62" 5.63" ° 0 a 2.088 u m o Lm I� a g 0 57 N cn �1 OUTSWMG INRESHOLD Vis\INSWING THRESHOLD WEATHERSTRIP �1 DOOR BOTTOM SWEEP w o '�'� Endura(Z-Series( Columbia Endura Force 5 ° 0 o � b a v 5.625" 4s6" PE650 m w � ® 4.56" J m' 11 z a DATE 02/16/12 i SCa.e; N.T.S. 9 �1 INSWING THRESHOLD •WING THRESHOLD 29 ADA THRESHOID DWG.BY. JK m' Q Endura(Z-Series( (ISCSI ew,er: LFS 3 E _ DROING NG.: FL-15210.1 N m o SHEET 8 DF 9 — 0 . . ... .• . . ... .. .. . . .. .. . . . . . . . . . . . • • • ••• • 000 `O````��tt * / • • • • BILL Of MATERIALS • • •• •• •• • • •• • • • • • • • • • • • • • Cd IIF.M 8 DECCR1P110N MAiER1A1. • • ••• • ••• • =V= �[ i _?a!n A 1X BUCK SG>=0.55 WOOD eco.: B 2X BUCK SG>=055 WOOD Z D 1/4"X 2 3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL °•.SHIM SPACE • i•i i•i i•i i•• ••• ��///Nt•ittt `` N d'6 MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI • • • • • •• • • co n..z E CONCRETE • • • • • • • • • 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 •• • • • • • ••• •• \ ' z x Z G 1/4"X 3 3/4"PFH ELCO OR BYJ CONCRETE SCREW STEEL \ i r g 9 0`o a H 3/16'x3-1/4"PFH ITW CONCRETE SCREW STEEL "a 'm da 16 I 1/4"X 1-3/4"PFH ELCOOR ITW CONCRETE SCREW STEEL ° d L #8 X 2-11T PFH WOOD SCREW STEEL z M #8 X 1-1/2"PFH WOOD SCREW STEEL ra a 1 POLY FIBER JAMB COMP./VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL cj o s 9 4"XC BUTT HINGE STEEL ? 11 #9 X 3/4"PFH WOOD SCREW STEEL o o` 22 3 POINT'TONGUE"MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEEL y u 23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL 5 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL r o w m 27 LATCH STRIKE PLATE STEEL o 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL 29 ADA THRESHOLD ALUM IL 0. 0 30 OUTSWING THRESHOLD ALUM/WOOD �m 31 OUTSWING THRESHOLD ALUM/WOOD E 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP a g 34 OUTSWING THRESHOLD ALUM/WOOD o N 36 INSWING THRESHOLD ALUM/COMP w N 37 INSWING THRESHOLD ALUM/WOOD w o 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - ~ 55 #10 X I-1/2"PFH SCREW STEEL 57 BACKING PLATE STEEL a 58 #8 X 2"PFH WS STEEL a c 60 MULTI-POINT STRIKE PLATE STEEL s 62 LOCK ASSEMBLY STEEL ^' e 0 �o 0 Z z ❑ z DATE 02/16/12 i a �a scaF N.T.S. 9 DWG.BY: JK m' anL BY: LFS 3 n ORAMNG NO.: � FL-15210.1 n 7 91FEf 9 OF 9 N d MIAMI. �E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Roam 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ,v,vw.miamidade.Eov/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 i ease of such testing and the AHJ may immediately revoke, modi suspend the use of such product or mater ithin their jurisdiction. RER reserves the right to • oke this acceptance, if it is determined by Miami-Dad-6-County Product Control Section that this oduct or material fails to meet the requirements of the applicable building' code. This produc is approved as described herein, and has been designed to comply with th Florida Building Code, inc ding the High Velocity Hurricane Zone. DES TION: Series"HR 5510"PVC Horizontal Rolling Window—L.M.I. APP OVAL DOCUMENT:Drawing No.MD-HR5510-01 titled"Horizontal er-LM",sheets 1 tluough f 18,dated 05115/I5,prepared by manufacfirer,signesl �l se~ale`d by Anthony Lynn Miller, P.E.,bearing the Miami- a Con�5 oT p al stamp with the Notice of Accepteline •••••• number and approval date by the Miami-Dade County Product Control Section. •,.• •. •• MISSILE IMPACT RATING:Large and Small Missile impact Resistant •••;•• •• •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's na or log$,.city, state....: model/series, and following statement: "Miami-Dade County Product Control App�Qjq&, unlp?Qtiterwisq••••• noted herein. •••••• • • ••i••' RENEWAL of this NOA shall be considered after a renewal application has beeir fiW and theft has been•••,• no change in the applicable building code negatively affecting the performance of t2us FINd t. • ••• • TERMINATION of this NOA will occur after the expiration date or if there has.been,a revistdif bt Changf • in the materials,use, and/or manufacture of the product or process. Misuse of this"M as an 611darsemed" of any product, for sales, advertising or any other purposes shall automatically terminate this 140A.+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 shal l be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. LNOALi620 MlAMhDADOUiV7Y1ExpiratiDi'r Approval D 1 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15/15, 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)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. 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 TABS 202-9�;;;• ••••• 5) Large Missile Impact Test per FBC,TAS MIA4: .. . 6) Cyclic Wind Pressure Loading per FBC,TAO f OB-94 •••••• •••• • along with marked-up drawings and installation diagram of setW5310 PVC• ;,•.•� horizontal sliding windows,prepared by Fenestration Testing I:4boratoiy�•)•n Fest •,••' Report No. FTL-8073,dated 02/18/15, signed and sealed by"vjp §Ortega, P.$. ••;••• 3. Test reports on: 1)Uniform Static Air Pressure Test,Loadingper-+$C TAS-292-94 .....�. 2) Large Missile Impact Test per FBC, TAS 7011-fn •, 3)Cyclic Wind Pressure Loading per FBC,TAS 2M-94 along with marked-up drawings and installation diagram of saiv 5 f 10 Ag.. ;••••; horizontal sliding windows,prepared by Fenestration Testing Laboratory,*W.,Fest Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-511 Edition (2014),dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 Manuel Pe Product Contro xa ner NQA No. t5=003.10 Expiration Date: September 24,2020 Approval Date: September 24,2015 E-I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "ButaciteO PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasg (Clear and White) GIass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their`Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5t"Edition (2014),dated August 28,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest,dated August 28, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. 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. •••• . . 0000 0000.. G. OTHERS •• •• • 1. None. • 0000.. 0000.. 0000 .. 0000 . .6 00.96 .. 6. 60 00 0000.. 0000.. . . . . 0 ....6. 0000 . 0 . .0600. .. 0000 Manuel Wrek P.E. Product Contr E. miner NOA No. -0903.10 Expiration Date-, September 24,2020 Approval Date: September 24,2015 E-2 DESIGN PRESSURE RATING IMPACT RATING 2-6 ANCHOR EE VARIES PER REINFORCEMENT LARGE&SMALL MISSILE CLUSTER DETAI EFT 6 1 - O.C. 1-114' SEE SHEETS LEVEL,SEE SHEETS 8$ IMPACT RESISTANT r-- _ .'SH MAX &18 D,SEE r.�.SHEET 4 2-5 ANCHORS,DETAILS SHEET 5 15.85' —1 --..( �+.-- 1�4'MAX.O.C. 8'MAX. �II 8'MAX. I-+- MAX.O.C. B•SEE ..-.-.--- a SHEET 3 r r -- A. SEE SHES 3y---- '-'.-._18—�= SHEEf4� .� 1 E.SEE C SHEET3Y E SPACED / a / MAX. .0. 1. / aMAX / / / �{• EQUALLY HEIGHT SPACED BUCK MAX ANC ORS PER / / SUCK / / HEIGHT / / a / HBUCK EIGHT T S 17-27 ANCHORS PER i SEE TABLES 17-7! / / / SHEETS 9.16 D MAAXX D.C. W MAX W MAX SEE SRL I ,I SEE SRL SEE 80.L� - B WEEPHCRE 4'O.C. I 3'MAX. WEEDETAILS, 4'O.C. 3°MAX DETARS, —►{ I-+— L DETARS, WEEPHOI-E 4.O.C.BETWEEN 3-MAX. SHEETS BETWEEN B SHEET BETWEEN PHO ES D DETAILS. WEEPHOI.ES OLESSHEET3 14('MAX BUCK WIDTH 75'MAX BUCK WID 76'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 XOXCONFIGURATION ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30•IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN IAA THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GENERAL ELEVATIONS.........-......__...........1 NOTES.. _ ......._.1 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR). 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,OPTIONS............._._._........2 33..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. INSTALLATION,FLANGE 8 7)DESIGN PRESSURES: EQUAL LEGBOX_...............3 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-U3% GLAZING DETAILS STRESS INCREASE HAS NOT BEEN USED IN & CHANNEL'.."""""'""'"4 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 ._............_6 DESIGN PRESSUREESS................8-8 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ANCHOR QUANTITIES..-._..r....9-10 S)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 8 BOM.._17 10)REFERENCES:TEST REPORTS FTL--8072,8073&8074;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES.LTD WHITE&BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA•S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NOS&ALUMINUM DESIGN MANUAL ASSEMBLY........................Y.....18 pprovM a mmyTUg with IES. 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. � Florida ddl !C d Date USER INSTRUCTIONS: •• ••• • • • • • •• NOAd 1)DETERMINE THE SITE SPECIFIC.WINDOW OPENINGS D SIGN PRE R IRE.MFIET USINS WADLOAD STANDARD ASCE 7. \ I I I I I1 r Rafted Br: Vote: Rovielon mI P de prpluet Coetrel 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIOURATI t�,(OX,XO X), G O�TI FRC (TABLE 1)AND `�� ANY LYNN ti77i �� REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DES PRE 1 ME F WI W OPENING USING \CENS�c''•...p TABLES 618(SHEETS 6.8).IT MUST EQUAL OR EXCEED TVWEMQNfVMUWE ��WINDOW OPENING Q' _ Refted Bj, Date: Refe(an: OBTAINED IN STEP 1.USE INDEXTABLE 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 SHEET 2 ACCORDING TO THE INSTALLATION _ CONDITIONS : _ ® Dascdptton: mO°^q' 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES��77 27( �T8 a1s), FY jHE ANCHOR/SUBSTRATE WILL MEET - GENERAL NOTES&ELEVATION J ROSOWSKI REQUIREMENTS FOR YOUR OPENING'SC.ONDITION�Rbl TA $2 OR 3. THAT AD MIN.RE•gEI�EMF�i�J'�FROM THIS SHEET ��':• ��IS W� SET ARE MET. • • • • • (? S 7E F ;W; 1070 TECHNOLOGY DRIVE RBe: Dote B)WSTALLASPERSHEET 3FOR FLANGEIEQUALLEG INB'�iLIAT�ONOOSHE�'4FC��IJTEO%AAL�Ii�J-CH�INFtINSTALLATION. %��'`S!F(ORin �G``� N.VENT OX X275 HORIZONTAL ROLLER-LM 05/15/15 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DEMULS.•• • • • • • • • �� s •• • ••• • • • rr1 A �R 1L, 'P.E. NOKOMIS,* FL 34274 -Sad-liyom; Soule; Street: Draift Na. Rev: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL.FLANGE, CERT. OF At1TH. 29298 HR-5510 NTS 1 OF 18 MD-HR5510-01 INTEGRAL FIN OR EQUAL LEGBO)),SEE FIGURE B ON SHEET 2 RE.W 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Description(Listed hom Exterior to Interior) Frame Glass Installation Types Options Conditions Substrate Option Detail Sheet 5 iaae Fig B) (sea Table 1) 18"Laminated I.G.:118°A Exterior Cap+7116°Air Space+5116"Laminated;(2)Lites of 1/8'A Glass With.OSO°PVB Interlayer v 718°Laminated I.O.:1/8"T Exterior Cap+71161 Air Space+5/18°Laminated;(2)Lites of 1/8"A Glass with.030°PVB Intedayer TtXolgh the Into 2X Wood FremalBuoksldp-cheat 4,option 5 7 Ire°Laminated I.G.:3118°A Exterior Cap+3!8"Air Space+6J18°Laminated;(2)Lues of 1/8°A Glass with.030°PVB Interlayer J•Channel 1-4 hmpral tin...... ....Into Metal-sheet 4,option B 8 7/8•Laminated I.G.:3110°T Exterior Ca +318°Air S +5/16"Laminated; 2 Lites of 1/8°A Glass with.080"PVB Inte er {st) Through the frame....Into 2X Wood set 4.o flon 7lp•cheat 4,option 8 Cap pace () �)' of tie window......,,,,Imo Mete1-street 4,optlon 7 10 71W Laminated I.G.:1/8"T Exterior Cap+7/181 Ah Space+5/i 6"Laminated;(2)Litea of 1/8 H Glen with.090°SG Interlayer ,...Into 2XWood Framereuokebip-sleet 3,option 1 11 718°Laminated i.G.:3116"A Exterior Cap+31W Air Space+6116°Laminated;(2)Use of 1/81 H Glass with.090°SG Interlayer FlMe 1-4 Through the frame....Imo CmmmWCMU•sleet 3,option 2 12 7re1 Laminated I.G.:3116°T Exterior Cap+318°Air Space+5118°Laminated;(2)Lues of 1/8"H Glass with.090"SG Interayer (02) of the wbWow...... ..-through 1XBuakstdp Into Com rIe/CMU-sheet 3,option 3 14 7/81 Laminated I.O.:1/8"T Exterior Cap+51i8"Air Space+7/18°Laminated;(2)Liters of 3116°A Glass wkh.D90°SG interlayer I Into Metal•sleet 3,option 4 15 7181 Laminated I.G.:3116°A Exterior Cap+1141 Air Space+7118"Laminated; 2 Cuss of 3116°A Glass with.090°SG Interlayer Through the Into 2X Woad setFre4,option 8 p•sleet 4,option 8 � () Integral Fin Integral g••••••• ....Imo Metal•sleet 4,option 8 16 7/8°Laminated I.G.:3118"T Exterior Cap+114°Air Space+7116"Laminated;(2)rtes of 3116•A Glass with.090°SG Interlayer (#3) 1.4 Through the frame••••Into 2X Wood Fremef8uaketrip•sheet 4,0p00n e E B, A LE 6 FOR GLAZINOlDESIGN PRESSOR ANCHORAGE WDEX. oitfe wlMaa...... ,.,.Imo Molal-sisal 4,option T TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,11816 .deo 2X Woad FremeiBuokehip-cheat 3,Option 1 MAY NOT BE USED IN THE Bet I Through the frame....into Concm[eICMU-street 3,option 2 Group Anchor Substrate Min.Edge Min. HVHZ ABOVE W. Equal-Leg 1-4 of the window...... ,,,, h 1XBuckstdp Into Comrete!CMU-sheet 3,optlan 3 Distance Embedment* • ....Into Metal-ateet 3,opllon 4 #10 SMS P.T.Southern P ne(819= . ) 11-3/8" •MIN.OF 3 THREADS Steel,A381 3/8" 0.050° BEYOND THE METAL (6{881,18.6 S.S. Steel Stud,A653 Gr.331 3/8" 0.0461°(18 Ga.) SUBSTRATE.FOR FIGURE B:FRAME TYPES •A'=ANNEALED A or 410 S.S.) Aluminum 8083•T6' 318, 0060° STEEL STUDS, 'H'-HEAT STRENGTHENED MIN.Fu-46 KSI& T-TEMPERED P.T.SOulhem Pine(50=0.55) 7116` 1.318° MIN.Fy-33 KSI. 'PVB'=.090'BUTACITE®PVB 3/161 steel Uitrecon Concrete(min.2,85 k61) 1' 1.316° 2 4 BY KURARAY AMERICA,INC. Ungrouted CMU, ASTM 490 2.1/2" 1-114° •UNGROUTED CMU' p D VALUES MAY BE 'SG-.090°5ENTRYGLAS® #12 SMS P.T.Southam Pirre(SG=0.65) 9116' 1319° USED FOR GROUTED BOX OR INTERLAYER BY KURARAY Steel,A38" 3181 0.050° CMU APPLICATIONS. FLANGEAF EQUAL- AMERICA,INC. B {steal,0 S.S.S. Steel Stud,A653 Gr.33• 318° 0.0451'(18 Ga. LEO Or 410 S.S.) ) INSTALLATION NOTES.SEE SHEETS 3 84 FOR ILLUSTRATIONS: Aluminum,6063-TV 3/8• 0.083 Concrete(min.2.85 ksl) 1" 1.314° 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON C 1/4°81881'UltrecOn UngfOUled CMU,(ASTM C-90) 2-112° 1-1/4' TABLES 2&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS.ANY INSTALLATION OPTION SHOWN MAY BE 1/4°B1eelCreter118X Cortcrete min.3.35kel) 1° 1.314• USED ON ANY SIDE OF THE WINDOW. 1141 steel Uitracon Concrete(min.2.85 kat) 2-1/2° 1.3/4° 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1/4°steel Ultraoon P.T.Southern Pirie(SG=0.55) 1" -1W 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-11r THICK ARE TO 1 3 1/4"steel Creterex Concrete(min.3.35 Rai) 2-112° 1314° BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE INTEGRAL OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD J-CHANNEL D 1/4°steel Cretellex Urgrouted CMU,(ASTM 490) 2-112° 1-1/4° FIN P.T.$outhem Pine SCiQ0.25 1' 1-3/g° BUCKS DEPICTED D 2X ARE E DE THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 114°steel Aggre•Gatcr Concrete(min.3.275 ksi) 1-112° 13/9" TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND t& SOtdhem Pine SG=0.65 I. 1 INSTALLATION Is THE RESPONSIBILITY OF THE ENGINEER OR 114°steel Aggre-Gator Gnxrted CMU, STM&) r 2°° ARCHITECT OF RECORD. CLP I 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS TABLE 3:ALLOWABLE ANCAHORSTHR40MUOH THE INTEGRAL FIN DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. 4pP�� comp111 . lying with rh► Min.Edge Mtn. oelo Group Anchor sube�jp ••• •D1Stenod ellbAtmeltlr• 4)SEE SHEET 14 FOR OPTIONAL EGRESS LOCK DETAILS. NOAS Ra4sed•Y+ Date•. RerUtom ami ePratnn -hw1O E 2-112°x.131'Common Nall P.T.SoWherWirra(8G 0.15) •dowwo •2iH� ``��O 2112"Ring-shank RooUrg Nab P.T.30ulhem ping(S ) 18° ��••��ENSE'•�FP %. Ravlod Or. hate: ReNatonr P.T.South (S".SS) ••I/2" • • 108'•• 010 Trusshead SMS Aluminum,8003-T6' 3181 0.050' = /r No.58705 (Steel,I"S.S. Steel Stud,Gt.33• 318' 0.0451•(18 Ga.) _ = ® DeeoMpbom thOan� or4103.3.) •MIN.OF3 - GLASSIANCHORS/FRAME OPTIONS J ROSOWSKI F SfSel,Ati6•• • 3181s•• O.OiO" READS BEYOND �b IS ` P.T. Pule 0=0.65} 18• 8 E METAL %7�•• 11,1T71F /1/.- 1070 TECHNOLOGY DRNE TRler Dot• #12 SMS awn! 8081!T6•• • 318r • 0.O3• • SUBSTRATE.FOR o '. FIORroP.• ��': N.VENICE,FL 34275 520 HORIZONTAL ROLLER-LM 05!15/15 (Steel,18.8 S.8. ��GI• � • STEEL STUDS. i��' •...• �G` NOK.O.B X1OX 134274 S� Soelx Sheet: Orowhp Ro. Rer or 410 S.S.) .Fu-45 KSI& is /Q(��q1,L�G"� /Ifodek sleai,A38' are• 0.050° MIN.Fy=33KSI. ALYt;ry¢Jyha'�PE. CgITOF AUIH.X29298 HR-5510 NTS 20 18 ±LLJ P.E.a 56706 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 IX TYP.ANCHOR TYPE. INSTALLATION 21 OROO 23 ANCHOREDTHROUGHFRAMEAND. INSTALLATION EMBEDMENT AND EDGE BUCKSTRIP INTO ,SHEETTElCMU. OPTION 4 SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 8 8) SEE NOTE 2,SHEET 2. OPTION 1 DISTANCE PER SUBSTRATE. ANCHORED THROUGH TYPICAL FOR ALL SEE TABLE 2,SHEET 2. FRAME INTO METAL 'XO'OR'OX'SASH Or MAX SHIM I� ANCHORED THROUGH EDGE DISTANCE I r---�• EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. �-+— 1/4•MAX.SHIM 19 18 30 18 29 —� SEE NOTE 2,SHEET 2. I 13 28 •• r"-'7 EMBEDMENT 20 40 OPERABLE 43 EDGE FLANGE 810 OR 812 STEEL SASH DISTANCE FRAME SMS(05),SEE Q 37-39 - SHOWN TABLE 2,SHEET 2. T" 2 28 I�1 q TYRANCHORTYPE, `1/4'MAXSHR4 FIXED 41 ,� y ' !I EMBEDMENTAND 2 U V EDGE DISTANCE PER LITE o �..� VISIBLE t_ e LIGHT WIDTH 11SUBSTRATE,SEE 0 TABLE 2,SHEET 2. 72 ° 85 87 DADE APPROVED MULLION, FBC COMPLIANT �D VISIBLE 42 EXTERIOR •• ALUMINUM/STEEL FRAMING FLANGE LIGHT WIDTHEQUAL •a nn OR STEEL STUD.MAY BE FRAME 72 24 O 25 O 26 14 V 4 LEG (1)AT MID-SPAN OF INTERLOCK SEE SUBSTRATE PROPERTIES, OR HORIZONTAL SHOWN FRAME (1)3-1/2'FROM EACH SASHVISIBLEFIXED (SEE SHEETS 6.8)TYPICAL FOR ALL SHOWN CORNER AND(1)AT CENTER OF LTTE , 'XO'OR'OX'FIXED MEETING RAIL HEIGHT TABLE 2,SHEET 2 SUCK WIDTH SASH STILE91RAlLS 91 20 HORIZONTAL SECTION A-A(OX) 22 OREE23 BUCK 28 30 16 19 16 (SEE SHEETS 6-8)TYPICAL HEIGHT EXTERIOR 4 OPERABLE 20 OPERABLE 43 FOR ALL'XOX°SASH <t] OPERABLE �H 40o SASH -- �r, SASH 37.38 //�� VISIBLE � -.� ;r o � .- 21 OR122 roR 23 LIGHT ❑ �i ;� �; I ❑ (SEES EEETS 8-S) �AGHT 28 'L.� TYPICAL - 41 FOLD o `� SASH 18 VISIBLE LITE '�-} I VIBIBLE O q5 q� LIGHT WIDTH 'r- -= I LK3HT WIDTH 81 49 f==--7 29 GE � II o 87 85 o II WEEP 29 1 15 NOTCHES 80 I _ 3/4'X 1/4' 25 R 26 �'T LIGHT WIDTH �� 14 2 EXTERIOR 4 1-1/4'X 1/4' V - 2 (SEE SHEETS 8-6)TYPICAL FOR 4 ALL"XOX"F0(ED MEETING RAIL 1/4'MAX BUCK WIDTH EQUAL-LEG 4ppmved u romplyiae with lh� SHIM HORIZONTAL SECTION E-E(XOX) FRAME FlocWu i z 1 INSTALLATION AS PER SECTION A,AABOVE SHOWN DOtc NOAB EQUAL LEG • • • • •• Redsed ROHs(om. M ml D e Product RAMS SHOWN e ••i°. F&MWT 0 0 i•o •• `�� p1V LYNN M��e�� ' IN LLATION •, • • • • • • • .• ��c�NSF ., .p ION 2 •• • • •• • • • •• 2 aeemoa er. Dote: ae,lsioo: ANC R OTHROUGHf<' No.58705 1Y FRAM DI CTLYINTO •� DaecdPfkm �" CONCR U. • ••• DIOG (2yy•• VISIBLE LI FORMULAS =•v•: �'E ,6 FLANGE&EQUAL-LEGBOX FRAMES J ROSOWSKI .ANCHOR TYPE, • • • • BflLML-kITG XO OX �� 1070 TECHNOLOGY DRIVE Tate: EMBED NTANDEDGE VERTI • • • �U�'•, . tme: DISTANCE UBSTRATE, • • • • •WI Tyl: U TH/2.4.114• 1 FCORIOP,. G\\ N.VENICE,FL 34275 HORIZONTAL ROLLER-LM 05/15/15 SEE TABLE ET 2. SECTION Q • • • • HE*HT•BUfiKK9IGHT-7-1/4' ��s� ' " \� �" P.O. BOX 1528 • ••• • ��SIOJNIA.E,,` NOKOMIS; FL 34274 serf"Mode. Scale: Sheet• PrOwin9 No. Ren 'lic dt1M@L P.E., CERT. OF AUTH 829296 HR-5510 NTS 3 OF 18 MD-HR5510-01 P.E.858706 • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 8 INSTALLATION ANCHORED THROUGH FRAME WSEE OPTION 7 21 ROOK 23 WOOD FRAME 2, HEET2.BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS ) NOTE 2,SHEET 2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X � - EMBEDMENT FINIFLANGE REMOVED) 'XO°OR'OX'SASH WOOD FRAME OR BUCK- 18 29 STRIP.SEE NOTE 2, EDGE -►i �-+- 1/4'MAX.SHIM 19 18 30 28 EDGE SHEET 2. DISTANCE I 13 PO 40 OPERABLE 4 DISTANCE J-CHANNEL 910 OR 912 STEEL 37-39 0 SASH o FRAME SHOWN 0 1 SM5(05),SEE .1 TABLE 2.SHEET 2 Ei _ TYPE. .ANCHOR o m 41 1 .E o EMSEOMENTAND a� 1/4'MAX SHIM FIXED EDGE DISTANCE E PER LLJJ �_- LITE _ VISIBLE SUBSTRATE.SEE 1 TYP.ANCHORTYPE, FIN AND/OR nn � `� LIGHT WIDTH TABLE 2,SHEET 2. EMBEDMENT AND EDGE FLANGE MAY BE r (SCREW SHOWN) DISTANCE PER SUBSTRATE, REMOVED IN-FIELD U�� 72 SEE TABLE 3,SHEET 2. r C j� 8S 87 FW 0 � FRAME 13 _ -- DADE APPROVED MULLION, VISIBLE 42 EXTERIOR SHOWN LIGHT WIDTH 29 FBC COMPLIANT 72 ALUMINUM/STEEL FRAMING 24 R 26 R 26 14 3 OR STEEL STUD.MAY BE (SEE SHEETS 6$)TYPICAL FOR ALL VISIBLE FAD VERTICAL OR HORIZONTAL LIGHT LITE SEE SUBSTRATE PROPERTIES, 'XO'OR'OX°FIXED MEETING RAIL _ BUCK WIDTH INSTALLATION HEIGHT TABLES 2&3,SHEET 2. 22 OR 23 OPTION 8 HORIZONTAL SECTION C-C(OX) (SEE SHEETS 6.8) ANCHORED THROUGH TYPICAL FOR FIN INTO METAL 30 18 19 18 ALL'XOX' (FLANGE MAY BE REMOVED) 28 OPERABLE 43 SASH BUCK EXTERIOR T OPERABLE 40 20 SASH u 9100R912STEEL HEIGHT T - - 3739 - SMS SEE VISIBLE 1 TABLEE 2,2,SHEET 2. 21 OROORO LIGHT OPERABLE Ql; i EE SHEETS 8.8) HEIGHT SASH 28 TYPICAL FOR o 41 IFIXED ALL SASH 16 VISIBLE - I. -- j Lt ISIBLE BLDTH Be 45 47 OPT. 80 81 -'-- FIN I a o I 0 87 FRAME WEEP SHOWN T---_f -- 0 NOTCHES 0 VISIBLE 2 42 EXTERIOR 3/4'X 1W 90 28 LIGHT WIDTH l;J 14 J•CHANNEL 1-114"X 1/4' 3 (SEE SHEETS 6.8)TYPICAL FOR 1 FRAME 15 ALL'XOX'FIXED MEETING RAIL SHOWN � � BUCKWIDTH 4Ppmred a comyylog•Rb IM 3 1,/4-rMAX HORIZONTAL SECTION F-F VOX) Fw c p SHIM (1)AT MIO•SPAN OF INTERLOCK INSTgL,LA'l�4N AS PER SECTION D-D ABOVE Dllt FIN FRAME T •• (V 3-ir FRAM EAQ04 SOSH •• I I t 1 f 1111/,. NOAN SHOWN I • ®OORNERAND`)ASCE&ITE41SF \\ A/ /' Ravbed W. Dab: Row".. M ml Pmdoctc I • • SA@Hwn1ES1AMLSf • • �� \0. ..........1Ce TYP.ANCHOR TY' �`�'�,:'��GENSF '•F� ' EMBEDMENT AND • • • • • • • • • Q-,• ReNaad By: Dota: Revlelon: EDGE DISTANCE PER ED ANC!•• •• • • • •• 4.�+�•: •'.��' SUBSTRATE,SEE SEE _ No.58705 — TABLE 3.SHEET 2. —� EMBEDMENT �nP� tea_W. • ••• VISIBLEAAGHT FOR&AULA =p'.• ��IS /� J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL • • • E UAL&L1TE,X(=&QX�' 'O •, s E Or Data • • • '� FLORID?.•' ` 1070 TECHNOLOGY FL L03 DRIVE TR1s: ANCCH•OOTRxEDT ROM IND FRAME TEGRALK IN SECTION D-D . • • Wlpm:�q WIW`Hl2.4.1l4� ';11/"q/0, ^+:�`�C?,. N.�va�lice X,5z927s HORIZONTAL ROLLER-LM 05/15/15 i1jl%HT:��C HEIGHT-x•1!4'•• 1 `�� NOKOMIS; FL 34274 Se�ly}ap� Scab: Omwag Mo. Ror. STRIP.SEE NOTE 2,SHEET 2. •• • 111 11 1 A LYNN MILLER P.E. CERT' of AUDI.829288 HR-5510 NTS 4 OF 18 MD-HR5510-01 P.E.9 68705 ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4'MAX.O.C. --►{ 7/8'NOM. � —�{ 7/8'NOW 718'NOM. � —�•{ 718'NOM. 5/16°AIA PVB I 5/18"A/A PVB I 5116"AIA PVB I 5/16"AIA PVB �j/ j/ 7116"AIR SPACE 7/16"AIR SPACE \\ 3/8"AIR SPACE 3/8"AIR SPACE 1/8 GLASS °EXTERIOR 1/8"T GLASSaE ERIOR • 3/1 ALAS R 3/1��ERIOR 5-ANCHOR CLUSTER DETAIL DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR 4'MAX.O.C. CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 �// �j/ —►{ 7/8'NOM. � � 719'NOM. � �•� 719'NOM. � I 7/8'NOM. 5/16"H/H SG I 5116"H/H SG 5/16"HUH SG I 7/16"A/ASG 7/16"AIR SPACE---\\\ 318"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 4-ANCHOR CLUSTER DETAIL 1/8"T GLASS--\ 3/16"A GLASS 3118"T GLASS 118"T GLASS a EXTERIOR a EERIOR a EERIORA 1j EXTERIORa"MAx.o.c. —►I r DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 718'NOM. 7/8'NOM. 3-ANCHOR CLUSTER DETAIL OOR�R 78 BITETYP 7/16"AIA SG 7116"A/ASG 8'MAX.O.C. EXTOR 72 74 1/4"AIR SPACE 1/4"AIR SPACE ERI 4•MIN.o.c. � <J3/16"A GLASS 3/16°T GLASS 28 a EXTERIOR <]EXTERIOR 29 76 DURASEAL, DURASEAL, j/ 29 SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER •ppmred m complging wU614� 33 GLASS TYPE 15 GLASS TYPE 16 ate uldl c NOAH •• •• • • • • • •• M mlAcProductCxmftd • • • \\ /� ReHeed tly: Date: Rev7efom 2-ANCHOR CLUSTER DETAIL r " • • \,��0�( LYNN� ,,, .". .. . • .• • . �r • •••,.•..• • • • ��;• \.\CEN"F '•.�A Rev7aed W. Dat& Rerieton: TYP.GLAZING DETAIL • • •• No.58705 GLASS TYPES 5,11,11 815 _ Omen W. MAY NOT BE USED IN THE GLAZING NOTES: •A•=ANNFeIpo o ® GLAZING DETAILS J ROSOWSKI HVHz ABove 30'. • ••• • ••• • • 11 5 r cu; •H•=HEAT STRENGTHENED • • • • • • • • • • ��'•, 5 TE F V� 1070 TECHNOLOGY DRIVE nft Dote: 'T'=TEMPERED • • • • • • • • •= ��•.,FLORIOP,.•'G\�� N.VENICE. FL 34275- HORIZONTAL ROLLER WINDOW-LM 05/15/15 'GLASS TYPES 10-12&14-18 'PW=.0917 BUTACITE®PVB BY KUMARAY Ai1ERIC6,INC.• • • • • • � �� P.O. OX 1829 MAY NOT BE USED WITH •SG'=.CW SENTRYGLASO INTPRLAYLR BY RUIIARAY AMERICARNOP • • • • 'i Si // �'�� NOK.O. B FL 34274 J-CHANNEL OR INTEGRAL •• • 000 • • • �iis �tVAI- �� soreoe/uodel: sem& sneetr Ometng Na Rer. FIN FRAMES FOR LAMINATED GLA7JNG COMPONENTS,SEE TABLE 1,SHEET 2. �.�LVNNR�'I'�R'P'E' CERT. OF RUTH.X29298 HR-5510 NTS 5 OF 18 MD-HR -01 PF A 58798 ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8: TABLE 7: Glace Typae Design Pressure(lbsHt2) Gtwe Types Design Pressure(ibeflt2) 5.0 for XO or OX Wlndows 5-8 for XO or OX Windows Rehr Level R1 AR Buck Heights up to 84• ReInt Lew]R2 AU Bwk He%hte up to 84' All Swk WWthe AR Buck Wldthe +g5/-70 up to 7s +501-50 up to 7G SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 0 HEADER HEADER TABLE 5: SECTION DETAIL Index to All Design Pressure and Anchor Quantity Tables SECTION DETAIL 21 FOR WINDOWS FOR WINDOWS WITH 0 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT GnBp Max. Max. Oleee Raid. Design Pressure Anolnr CueNky SASH Vry� Hel8h1 Type LOW (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT M 1 To 8 8 FRAME TYPES& FRAME TYPES& 84• 2 7 8 18 9 CONFIGURATIONS) CONFIGURATIONS) 21 78' 8 3 8 7 19 1 21 4 10 8 20 10 >m W 1 8 8 17 9 e/ 84• 2 7 0 18 OX 78' 83' 8.8 3 8 7 19 10 exrereal 89' 4 P12 8 21 11 � SILL SILL 72' 4 8 20 10 78' 78• 10.12 4 8 22 11 14.10 4 a 22 118.8 3 7 23 12120• 8r 8&8 4 8 24 13SASH WIDTHSASH WIDTH NOX 7&s4 8 25 14140• 8S• 10-12 4 28 15 o m14-184 8 27 18 MEETING RAIL MEETING RAIL 24 26 21 21 21 21 JAMB E tum o o JAMB mffERKmo V ♦ypmrai as mmplyfng vvllh t!► PIorW g C e ante •• ••• • • • • • •• /11117111 NOAO � i ••� i i i � i ��CNV L'(NN A7/��''i,� Revised aY•' mte: Revteton: Mimi Dade Prodan • •• • • • • ••• • q1` • CENSE •.Fq � � • • • • • • • • • ? J •• ••• •• • • • •• � 'r� '•-it� Revised By' Dots Revleton: N0.50705 ' ® aaxwiptton: D^0•a�" ... ... u CI,�IS = DESIGN PRESSURE TABLES J ROSOWSKI NOTES: • • • • • • • • • • C>•• S E t' �� 1070 TECHNOLOGY DINE Rtb: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE RiAW OR 1t4TEGRAL FIN. • • • • • �'.`�'•.,FCURIOP:••'C� N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SHEETTO THE NEXT AVAILABLE TSy3-M.t.ttASH GIZE IS%S PER THE410URE.• • • • 1 (• ,,.. • \ 520 HORIZONTAL ROLLER-LM 05/15!15 4)�4-1M�14NAND OT 113-V3-ifr INDICND UATE ATTR SE STANDARD SAWN CONFIO1�RATiONSS1*N SHOWN ON THE TABLEv OA MTHIt?rHE SASHIDTH ••• 1"'//Ilw��1�a �r`•' N KOMIS�FL13 74 W—/At�f Sco7s: DrorOlg NO. Rer. RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES AT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYIVIY MILLER,P.E. COT OF Al1IH 829298 HR-5510 NTS 6 OF 18 M D-HR5510-01 THE RANGE. REX 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE 8: Glass Types Design Preesure(Ibeittr) 6-6 iorX0or0XW(nd0Ws Relat I."R3 AO Buck HeWft up to 63• AD Buck Wldthe +501-50 HEADER - up to 76• SEE TABLE 19 FOR ANCHORAGE TABLE 9: Glass Types sash Design Pressure(Ibst t)for XOX D 22 5-8 Savh ck m yy�h Windows Relit Lapel CwfflgmOon Ranp On) Wkldow Buck Helpllt ASH R3 46' 1S4" 63' HEIGHT 35.114' )S--'/e-% 11.391-11.391 +50.0 1 •50.0 +50.0 •50.0 1+50.0 -50.0 38' Y,%.% 12.308-12.308 +50.0 -50.0 -50-01 -50.0 I +5D.0 -50.0 45.118' y.-5F%-Ya-%_y 11.391•13.307 +50.0 -50.0 +50.0 -50.0 +50.0 •50.0 22 13.398.14.683 +50.0 -50.0 +50.0 •50.0 +50.0 /_%_y 11.391-12297 +50.0 -50.0 +50.0 -50.0 +%0 -50.0 47.314` 12298.15.558 +50.0 •59.0 +50.0 50.0 +50.0 -50.0 Custom 11.391•12018 +50.0 -500 +50.0 -50.0 +60.0 •59.0 I3 SILL 52afe' 12017-13.397 +50.9 -5ao +500 SD.o +w.o I so.o o Ye-Ya-ti 13.398-17.016 +50.0 •500 +50.0 -50.0 +50.0 -50.0 Custom 11.391-13.397 +50.0 50.0 +50.0 -50.0 +60.0 •50.0 g 67' w_+/i-+/+ 13.398-115.36D +50.0 -50.0 +50.0 -50.0 +6D.0 50.0 SASH*V,111TH +,aye J/.ya.Ya 15.361-19.841 +500 50.0 +50.0 -50.0 +60.0 50.0 Custom 11.391.13.397 •60.0 %0 +50.0 •50.0 +50.0 50.0 G RAIL 76• y,%_y+ 13.398.19.110 +50.0 •50.0 +500 50.0 +50.0 50.0 Ya-Ye-Yi 19.111-24.841 +60.0 50.0 +50.0 50.0 +50.0 50.0 +59.0 59.0 +50.050.0 +481• •49.1•Csten 18.360.18.39722 98' %-%-% 19.398-24.360 +50.0 %G +50.0 -50.0 +50.0 50.0 JAMB � %-%-34 24.361-30.380 +50.0 %0 +60.0 -50.0 +50.0 50.0 120' Y-%-y .30.360 +50.0 -50.0 +50.0 50.0 +48.1• -49.1' •4501-59 FOR GLASS TYPES 6.8 SEE TABLE 23 FOR ANCHORAGE ••MIN.SASH SIZE a WINDOW WIDTH-5928 2 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL %Pproycd u comp4ing•Nb" FRAME TYPES& Floes C CONFIGURATIONS) -18 •• ••• • • • • • •• MOAN • • • i • • • • i f Revteed By: pats14 4114 Revtetom 9t ) • • • • • • • • • '� LENS Ree-ed 6r. Data ReUatom N0.58705 7 DeearTpfta�. prom ey ..• .•• i DESIGN PRESSURE TABLES J ROSOWSKI NOTES: • • • • • • • • • • fl '• 9 TE S til' - 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE Fi4M9iOR II�EORAL F1�L • • • • • Q'•, 9T TE Oti� •tU 1070 TECHNOLOGY DRIVE fl6se 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 04).SASH 318E ISA&PER IME FIWQE 'C F(ORIOP \� N.VENICE, FL 84275 HORIZONTAL ROLLER-LM 05/15!15 4)•1148SIZES NOT SHOWN.ROUND UP TO THE NEXT!2.1/4•AND 1/3-1M3•MJ'WDICATE THAT THOS£$TANDARD SAStI�NFlGU1S1TAILABLE WIDTH ORVIEIGHIV e1IONS F/RLAVrHW t•HE ASH WfIWH• ••• /'� /Q�A�„ �� NOKOMIS.'FL34274Sedm�dak Scale: SIZE Droeinp No. Rew. ItANOE IN THE ADJACENT COLUMN.°CUSTOM°INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A C�'Nt4 MIL P.E. CERT.OF AUiH.828286 HR-5510 NTS 7 OF 18 MD-HR5510-01 THE RANGE. P.FJi 68706 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11: TABLE 12: TABLE 13: Glass Types Design Pressure pbs/W)for Ghee Ty�s sash Design Pressure(ibse)for XOX Windows Glass Types Design Pressure(Ibs/(tA)foi B&8 sash - 5-8 1IM2&14-16 XOOrOXW1ndaws Width TABLE 10: XO Or OX Windows Reim.Lelel Cmdgwa8an Window Bunk ht Retnt.LevN Witdow Buck H t Range M) J25-1/2- - WindaR Buck H R4 �� ° R4 30 43' 04• 83' Glass Types Design Pressure(ibsO) 411` 83°6_e (OrXO or OX Windows + -0.0 +85.0 "•70.0 +85.0 -7110 $ 25-112" +55.0 •110.0 +850 -110.0 +05.0 -110.0Custom 11.991"13.397 +86.0 70.0 +86.0 70.0 +83.0 70.0 .3Rald Lmal R4 A0 Buck Heights up to 72' +S&o -70.0 +65.0 •70.0 S 28' +65.0 -110.0 +66.0 410.0 +e50 -110.0 �� X-X-%% 13. 8-18.330 +65.0 70.0 +6&0 70.0 +8&0 TOA +8&0 •70.0 +65.0 •110.0 +6&0 •110.0 +85.0 -110.0 �+-�-� 18.381-18.641 +ea.0 70.0 *85.0 a0.0 +66.0 70.0 +68.0 70.0 *850 •78.0 85.0 70.0 +650 -70.0 x 36' Custom 11.391-13.397 +65.0 70.0 +85.0 •89.6 +63.3 -63.3 +33.2 -U2 +50/-50 +65.0 •70.0 +a50 -70.0 42• +65.0 -110.0 +65.0 410.0 +850 •110.0+850 •110.0 +850 •110.0 +850 •110.0 76• X.)i_y+ 13.395-19.110 +88.0 -70,0 +85.0 70.0 +85.0 49UI +83.2 -s.2 +850 -70.0 +850 •70.0 +65.0 -70.0 48" -j/ 19.111-24.661 +as -70.0 +03.0 70.0 +6&0 -70.0 +88.0 •88.0 SEE TABLE 20 FOR ANCHORAGE W +850 -70.0 +650 -70.0 +65.0 -7110 e0" +85.0 -110.0 +650 410.0 +65.0 -93.9 Custom 18.360-19.397 +65.0 -70.0 +89,8 •89.9 455.8 •86.3 +49.1 -49.1 75° +65D -70.0 +65.0 •70.0 +84.3' •64.3` 75 +65.0 -110.0 +650 -103.5 +85.0 -80.0 96`SEE TABLE 22 FOR ANCHORAGE 19.398-24.380 +850 -70.0 +62.1 4M1 458.0 -W.0 +50.3 -60.3 •+651.70 FOR GLASS TYPES 8.8 -�-X _ SEE TABLE 21 FOR ANCHORAGE 24.381•30.380 +65.0 -70.0 +85.0 •iD.O +88.0 $7.3 +57.0 -87.0 TABLE 18: 120 -)/-+/+ -30.36D +88.0 -70.0 +39.9 •&9A +88.8 •66.6 I+49.1 •49.1 Gisae Types flesh eesh Design Presws luredo(ib ftp for XOX HEADER TABLE 14. "MIN.SASH 312E_ DOW WIDTH-3928 SEE TABLE 24 FOR ANCHORAGE 70-12 Widltl Reim Law Canrgmatbn Range M) Window Busk He t Glass g� Sash Design Pressure pbW)for XOX Windows R4 48` 86' 83' Soh VA", Custom 11.391-13.397 +850 -110.0 *BSD -110.0 +83.0 •110.0 ��Leze1 CordOurat•n Range MI Wkkbw Buok ht R4 98' 40 84• 83' BO Y+K-X 13.398-16.380 +850 -110.0 +65.014 +66,0 -110.0 +88.0 -110.0 +650 •110.0 +65.0 -110.0 Q 23 Custom 11.391.13.387 +850 -70.0 +83.0 -70.0 +SSA 70.0 +86.0 -70.0 ya_ye_X 15.361-19.841 U 80` X-X-Y 13.3811-13.380 4850 -MO +65.0 -70.0 +65.0 70.0 +65.0 70.0 Custom 11.391-1&397 +65.0 410.0 +850 -110.0 +88.0 410.0 1&381•19.661 +83.0 -70.0 +85.0 -70.0. +650 70.0 +65.0 -70.0 SASH X-X-X 711• Y4-%-Y4 13.398-19.110 +850 -110.0 +65.0 -110.0 +65.0 410.0 HEIGHT Custom 11.391.1&397 "&0 -70.0 +86.0 70.0 +650 70.0 +86.0 -70.0 %-%-% 19,111-24.841 +85.0 410.0 +�A 410.0 +68.0 410.0 78 X-Ya-X 13.398-1&110 +85.0 -70.0 488.0 •70.0 4050 70.0 +65,0 -70.0 Custom 17.841•19.397 +68.o •110.0 486.0 410.0 +65.0` -1040 23 ya-X-% 19.111•24.841 +63.0 70.0 +85.0 70.0 +65.0 70.0 +85,0 70.0 98' X-Yi-X 10.388-24.360 +850 -110.0 +65.0 •110.0 +85.01 -109.5• Custom 18.380.19.397 +850 70.0 +65.0 -70.0 +650 70.0. +95.0' 417.4' 24.351-31.641 +850 -t10.0 +850 -110.0 +65.0 410.0 911' X_Ya_X 18.393-24.380 +83,0 70.0 +85.0 T0.0 +850 70.0 +88. -SLS- .641-32.515 +85.0 -110.0 +05.0 410.0 468.0• •1040 120 %-%-3624.36'1-90.380 +83.0 •70.0 +88.0F-7&0 4850 70.0 +86.0 -70.0 y,%-X 32818-30.841 +66.0 -110.0 +85.0 4 0.0 406.0 410.0 120` X_X-ya -30.380 +60 70.0 +85.0 -70.0 +65.0 70.0 +6600 Orr 140 Custom -3&841 +65.0 410.0 +S&0 -110.0 485.0• 406.6• a SILL +851-70 FOR GLASS TYPE 8 SEE TABLE 26 FOR ANCHORAGE •+65/-110 FOR GLASS TYPES 11&12 SEE TABLE 26 FOR ANCHORAGE ' '•MIN.SASH SIZE-WINDOW WIDTH-89.28 ••MIN.SASH SIZE=WINDOW WIDTH-60 72 2 2 TABLE 18: SASH WIDTH Mae Types a Design Pressure(lbelft2)for XOX 14-13 Sash sash Windows SECTION DETAIL WkIReInL La1e1 Con�1 mll0e on) ow Book Height o o MEETING RAIL FOR WINDOWS WfiH Renee R4 4LEVEL R4 REINFORCEMENT 8' 64• Custom 11.391-13.397 +850 -110,0 +850 -110.0 +85.0 -110.0 26 (REINFORCEMENTS SHOWN ecr %ti-X 13.3g8-18.380 +650 -110.0 +88,0 -110.0 +85.0 •110.0 IN FIGURES APPLY TO ALL 23 23 FRAME TYPES& %-%-+% 18.381-13.661 +85.0 -110.0 +85,0 410.0 +650 •110.0 JAMB CONFIGURATIONS) Custom 11.391-13.387 +650 1-110.0 +85.0 -110.0 +0,0 •109.3 fl, o Sp 78' %-Ya-X 1&398•19.110 +650 -110.0 +6&0 -110.01485.0 -102.0 V spp,wal to eampylas wuk+r R-X--% 19.111.24.641 +88.0 -110.0 +850 -110.0 +65.0 -102.9 Forme d sats Custom 17.841-19.397 +85,0 410.0 +850 •110.! + 097.0 • • • • •• 86' ' 19.398-24.330 +85,0 -110.0 +88.0 •1 .0 +85.0 • • • • • • \11111111tt//t evtsedO�. Dale: RSVWW. 1 ProdaN X-Yi-/+ • • • • • • `111oN LYNN ( �i / Ys-Ya X 24.361-31.841 ,96.0 -110.0 +65,0 •110.a +88. •88.! • • • ••• • . ( 4/j . OY Y h-Y4 29.641-32.a18 +85.0 -110.0 +65.0 -i�j • •81• ••• t t ••• `��:•�\l;ENB�c''•�F•Q �� Redmd W. Dale: Rerkdom 120 X-qj-)/ I FT 32818-39.841 +83.0 •110.0 +85.0 405.0 +65.0 -30.8 P' 140 Custom •• -39.841 +850 -110.0 +850 -108.0 +65.0 -80.0 _ No.58705 = Otann Sr SEETABLF1127FOji1NICHORAGE - DESIGN PRESSURE TABLES J ROSOWSKI • • ••f f • NOTES: USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE r�''�L.OR GRAL�N • • • • • • •• 1] 1 u1 1070 74HNOUM DRIVE 7180: Dale' 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEE 4} SSE 1SyR P FIGURE.• • ',y�j�•, Ir t ;'�W� N.VENICE.FL 3427B HORIZONTAL ROLLER-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH 0116HE10 �IM�.NS(�RSH Q! T{�LF� • • % •.F(pHtOP,•• \`� P.O.BOX 1520 4)•1/4.1/2.1/4'AND'1/3-1/3-1/3'INOK:ATE THAT THOSE STANDARD SA:rICONFlGURATIDNS tiUrLWITHI*'I!kE HTON, • ��S " ((��1G�� NOKOMIS,R.34274 g0R00/((ad0k SOde: ShOak &Vwhv No. ROr. RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN '�,ASy�slaA .S.ER;J+.E` CERT.OF AUFL #2920674HR-5510 NTS 8 OF 18 MD-HR5510-01 THE RANGE. p' 83 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor - 5-8 Sash Spacing for"Integral- Group E Group F 30"Height 38"Height 48"Height 64°Height 30"Height 38"Height 46"Height SC Fin"Installation 3.8" 4" Reint Level pn� Head Head Head Head Head Head Head Head Ij R7 &stn &Sul -, &sul &sin ' &Sul &$III &sltl &sul GUIDE TO USING ANCHOR QUANTITY TABLES Anchor Group A Anchor Group C 25.112" 12.147 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 FOR OX WINDOWS(XO SIMILAR): '"°°'""' � � � cele 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+7' 3 1+C2+1 3 ANCHOR QUANTITY NOAN 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 PER JAMB Mtea Frml 9 42" 20.307 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 2+C3+2 3 HEAD AND SILL ANCHOR QUANTnY: m 48" 23.307 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 +ACL CLUSTER CHORSCENN +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 80" 28.397 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+C2+2 3 TOTAL F7 RS AT THE ANCHORS TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. z 75" 38.897 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 > rc Anchor Group B Anchor Group D SEE ELEVATION,SHEET 1 25.1!2" 12.147 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 SEE ELEVATION,SHEET 1 1§ 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 I - SEE CLUSTER DETAILS,SHEET 5 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+C2+1 3 1+C2+1 3 CD a) Q _ SEE ELEVATION, of m 42° 20.307 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 I p al,a O o SEE / O X / SHEETI }r F LO 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 — O N � 80° 20.397 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+C2+2 3 ELEVATION, N SHEET 1 MEETING RAIL 0� o e = 75° 38.897 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 z u- mom-' REPEAT ANCHOR PATTERN AT SILL =LU v SEE TABLE a FOR DESIGN PRESSURE 55 X% D'1 TABLE 18: v FOR XOX WINDOWS: z ro o J -j — Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY c 00 1 00 5-8 Sash 30"Height 36"Height 48 Height SC Height 30"Height 36"Height 48"Height 64°Height PER JAMB z o Z ~ LU U. Width 0 Head ° Heed a Head Head Head ° Head Hid Heed HEAD AND SILL ANCHOR QUANTITY: O Relnf.Leval (in) ,� E� F� 1+C3+2+C3+1 4 (1)ANCHOR AT THE SASH O Q) &SIR &SRI ' &SDI ' &SRI &Sol -� &Sit I &Sill � &Sol � +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL -4s R2 1 Anchor Group A Anchor Group C + ANCHORSF(THE FIXED SECTION A +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 251/2" 12.1471+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR AT THE SASH �� F z 28" 13397 1+C2+1 2 1+C2+1 3 1 tC2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. �j � Z 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 0 ON o 42° 20.397 Not Allowed SEE ELEVATION,SHEET 1 f D 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Z O u) SEE ELEVATION,SHEETI 40" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 f SEE ELEVATION,SHEET 1 Q T = 60° 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 _31 x111 'xaaU seuas 75° 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 I SEE ELEVATION, `Ill Anchor Group Be • • • • • • •/6lchor Group D Ji— X / 0 X SHEET 1 ``.��oN(4YNM..1/,/i,� 25112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+ 3 1; +� + +1 A 2+1 3 1+C2+1 m 3 ELEVATION, 5{��.•'`�GENSF'•�Fp SHEET 1 SEE CLUSTER Q' •'. !, 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+4 ,t + ;� 1 dG+1' 1 241 3 1+C2+1 3 , MEETINGRwL DETAILS. yy�; = 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+C2+1 3 t SHEETS No.58705 _ Y REPEAT ANCHOR PATTERN AT SILL '- 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 1 3 mNOTES: 48" 23.397 1+C2+1 2 1+C2+1 3 1+ i+ •3 •I+C2+ 3 �K2+1 2 •1+C2+4 3 1+C2+1 1 3 1)FRAME DIMENSIONS AREBUCKWmTH 0•. 51q'Elfr �V 80" 20,387 2+C2+2 2 2+C2+2 3 2 PC 3 2+C2+8 3 2•C2+2 ' 3FC�12 3 2+C2+2 2 3 Max.Anchor O.C. Anchor AND BUCK HEIGHT(SEE SHEETS 3 4j �`�'•,FCORVOP. . SASH SIZE IS AS PER THE FIGURES ON i� S 75" 36.897 2+C2+2 2 2+C2+2 31 2+C+2 62+C2+8 3 0.+ee+2 7 2pICSr2 3 2+C2+2 2 3 Spacing for"Integral- Group F SHEETS 5 8. ,'/1111 SEE TABLE 7 FORSURE Fin"Installation 4" T FOR SIZES NOT SHOWN,ROUND IG TO / f 1 1 THE NEXT AVAILABLE WIDTH OR HEIGHT A LYNN M01ER,P.E. DIMENSION SHOWN ON THE TABLE. P.E.R 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 10: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. - 5-8 g�h Spacing for"Integral- Wldth 30'Height 38°Height 48"Height 54"Height 83'Height 311'Height 36'Height 48'Height 64'Halght 63"Height Fin"Instellat[on Head Head Head Head Head Head Haad Head Head Head Anchor Anchor Relnf.Level SOI &Sill III.� &SIII III' &SillIII &SAI ' &SAI ' &Sill , &SIII &Sill &SIII &SIA Group E Group F Anchor GroupA Anchor Group C 3.B' 4" P approved n eompry9ag with th. 25-112" 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+102+1 3 1+102+1 4 1+102+1 4 1+102+1 4 Plo�la°�yidin Go e Dale 28' 13.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 NOAM M 1 D e Prod"cl D01 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+i 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 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+102+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48" 23.397 t+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 80" 29.397 2+102+2 2 2+C2+2 3 2+02+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 x 75' 36.897 2+02+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 N a Anchor Group 0 Anchor Group D 255-1/2" 12.147 1+C2+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 4 1+102+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 4 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 M1Ba ,r 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+102+1 4 1+102+1 4 1+102+1 4 o � c� 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+i 2 1+C2+1 3 1+102+1 4 i+102+1 4 1+102+1 4 0: d 0� 48" 23.397 1+102+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 >-N tq 60' 29.397 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 O N c� 2 76" 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+102+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 z� w 8 SEE TABLE B FOR DESIGN PRESSURE FWU UJ X uj TABLE 20: o f�J m Se oJpqq Glass Types Anchor Quantflies for XO or OX Windows Max.gfor Anchor O.C. 2i D.z Q `L 5-8 Spacing for Integral- F" W u- Sash 30�Hai 38'Height 48"Height 64'Height 63"Height 72'Height 3D"Height 38"Height 48'Height 54°Height 83°Height 72'Height Fin"Installation —� O Width c Head Head o Head Head ' Head Head a Head n Head Head Heed Head J 0 Relnt Level On) 1 Anchor Anohor 1— &SIA &SIA &SAI &SAI -, &Sin &SIII -, &SAI &SIA &SIII &SIII &SUI -, &SAI Group E Group F Q t R4 Anchor Group A Anchor Group C 3.2' 4' < H 25-1121 12.147 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+102+1 4 1+102+1 4 1+02+1 6 1+102+1 5 Z O Z °to,s 28" 13.397 1+ 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+C2+1 6 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+i 5 1+C2+1 5 O o x 17.39 1+C2+1 i+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 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+C3+1 6 U to 20.39 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 6 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+103+1 5 1+03+1 6 Z Q 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+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 a = 2 80° 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 6 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 NOTES: °JJu �a 1)FRAME DIMENSIONS 75° 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2 2 4 2+C4+2 2+04+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 ARE BUCK WIDTH AND ��``1�JI,YNN t t t t rr�i An or Group • • • • • • • Anchor Group D BUCK HEIGHT(SEE `�� . 6 7(1" SHEETS 3.4).SASH SIZE IS ,t\, ptJS '•,'p 25-1/2' 12.147 1+C2+1 2 1+102+1 3 1+C2+1 •1 1+p2.1 4 •9+i2+4 i 1+C2+i 5 1+102+1 2 1+102+1 3 1+102+1 4 7+102+1 4 1+102+1 5 1+102+1 5 AS PER THE FIGURES ON ��:' SHEETS 6-8. Nc 56705 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1••1 looeal •1+C2*1 +Cain 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 ,Yf x 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+C3+1 6 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 i+C3+1 5 2)FOR SIZES NOT SHOWN,ROUND UP TO m 42' 20.397 1+102+1 2 1+102+1 3 1+C2+1 4 1+C2+1 4 1+103+1 6 1+C3+1 6 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 THE NEXT AVAILABLE % O q 7 f N410TH OR HEIGHT SYYPTE :•�� 48" 23.397 1+102+1 2 1+C2+1 3 1+� 1. 4 •1 103+1 •1+ + 6 +i 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+103+1 4 1+C3+1 5 1+C3+1 6 DIMENSION SHOWN ON �'Oce'•. Pt.OR�o?-•'�j��; 75' 38897 2+102+2 2 2+102+2 3 2+103+2. 4 •7EC3+2 4 2+104+! 5 1@+Crt+2• 2+102+2 2 2+102++2 3 2+103+2 4 2+103+2 4 2+Cq+2 6 2+Cq+2 5 TMETABLE• ��`CSS/ONA\- ` 3)SEE SHEET a FORA tit 1 t 11 SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER.P.E. TABLES, PaN 88706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5-8 Sash 3p Height 38°Height 48"Height 54"Height 83°Height 30'Height 38"Height 48"Height 54"Height 83"Height spacing for"Integral- °roup F Width Head n Head III Head Head a Head a Head Head Head ' Head Head Fin"Installation 4° Reim Leval tM) &SIU &sill &SillIII &SlU &Sill &Sill &SIU y &SUI &SUI , &Sill , ApptYved r]Cpalpy'4o8 Mlil)>W R4 Anchor Group A Anchor Group CondPF-Cd .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 �U 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 80" 28.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+02+2 4 N 75° 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group B Anchor Group D u) 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+C2+1 4 1+C2+1 4 1+C2+1 4 rp „oa 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 L++ O 4 Y 38" 17.387 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 a o O d 7 47' 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 m p °1OQ m 48" 23.387 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 N 60° 29.397 2+C2+2 2 2+C2+2 —3F2—+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 2tC2+2 4 Jp� p , N J p -.,a 75" 36.897 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 2tC2+2 4 2+C2+2 4 IL r � SEE TABLE 11 FOR DESIGN PRESSURE °N TABLE 22: ,J Z m Q oJq � JAiO Glass Types Anchor Quantities for XO or OX Windows n� 14-16 MAY o GLASS TYPES a z Fa. °,-° LL 10-12&14-16 Sash 30'Height 381 Height 48°Height 54°Height 63"Height 76'Height 30°Height 38°Height 48°Height 54°Height 83°Height 78°HelgM ' WITH J-CHANNEL } J 0 Width � OR INTEGRAL FIN F- Reim Level On) Head Head Head Head Head Head Head Head Head Head Head Head FRAMES JO T &SIII &SIII &SIU &SIUI]l &SIII &SUI &SillIII &-,III &S111 &SIII &Sill &SIII R4 -a -i i -i -� 7 's > > ® z was Anchor Group A Anchor Group C = .,) Z 25-112' 12.147 1+C2+1 2 1+C2+1 3' 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 b Cy F 28° 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 W Z °'D°s O o Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 S 1+C4+1 b o � N r m 42' 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 S 1+04+1 5 z 07 W U) 48' 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+04+1 5 1+04+1 5 <C 2 Y 80° 28.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+04+2 b 2+C4+2 .51 °n1 ''neo sues NOTES: 75° 38.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+Cr1+2 S 2+C4+2 5 1)FRAME DIMENSIONS `\��+ ARE BUCK WIDTH AND �� ANY LYNN nehor Ordtlp 9 • • • • • • Anchor Group D BUCK HEIGHT(SEE PC��N'LyCEN• Ile! 251@° 12.147 1+02+1 2 1+C2+1 3 1+C2- 4 •1�C2}i 4 1+42 at• tiC3+1 6 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 9+C3+1 5 SHEETS34}SASH SIZE Is SF •..F� AS PER THE FIGURES ON 28° 13.397 1+C2+1 2 1+C2+1 3 1+02••1 eloC2+4 4 4tC3i1 •1t 3+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 SHEETS 6-8, No.88705 � 38° 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 B 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 z)FORSIZESNOT = SHOWN.ROUND UP TO 1 m 42° 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 -p 17CK` THE NEXT AVAILABLE 48' 23.397 1+C2+1 2 1+C2+1 3 4+($+1 1+C3+ 4 +1 •1+ 443 S 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 6 1+C4+1 5 WIDTH OR HEIGHT : '•. <77E0. ::�lV\ DIMENSION SHOWN ON iSS•'•...... ,•••'�� 80' 29.387 2+C2+2 2 2+C2+2 3 2 4 VC +� 4 +C4S2 •2+ + 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 THETAeLE. 'i.�0 AL�NG�� 78° 36.897 2+C2+2 2 2+C2+2 3 j& t2 2t +2 4 #C4+2 6 •2+ +4 6 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+Cq+2 4 2+C4t2 5 2+C4+2 5 3)SEE SHEET OFOR A v SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE X LYNN MILLER,P.E. TABLES. P.E.W 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 23: One Types Anchor Quandtles for XOX Windows 6-S Sash 2a•Height 30•Height 38'Height 48 Height 64•Height 83'Height 24'Height 30'Height 38•Height 48•Height 54•Height 83'Height Sash Width Coniguretlon n Rewe Leval Range M) head 8 am � Head a sm � Haas a sm � Head s 561 � Head a 391 � Head s sm � Head s MI � Head a sm � Heed a sm � Hem a sm � Head&sm � Head a sm � R3 Anchor Group A Anchor Group C 38-1/4' h-Ys-Ys 11.391-11.391 1+02+0+02+1 2 1+C2+0+02+1 2 1+02+0+C2+1 3 1+C2+O+C2+1 4 1+02+0+02+1 4 1•+C2+0+02+1 4 1+C2+0+02+1 2 1+02+0+q+1 2 1+C2+p+q+1 3 1+q+O+q+1 4 1tq+O+q+1 4 1+ga0+q+1 4 �PP�'aa se rnmpiying wLb th.. taaru rola Deft 38• Y,%-Ys 12308-12.308 1+C2+0+02+1 2 1+C2+0+02+1 2 1+02+0+C2+1 3 1+C2+D+C2+1 4 1+q+0+02+1 4 1+C+O+q+1 4 1+02+0+02+1 2 1+02+0+02+1 2 1+02+O+C2+1 3 1+q+a02+1 4 1+C2+O+q+1 4 1+C2+O+q+1 4 MOAN 46-"8' X-Y2-y 11.391-13.397 1+qt0+02+1 2 1+02+0+02+1 2 1+q+0+C2+1 3 1+q+O+C2+1 4 1+C2+0+C2+1 4 1+q+0+C2+1 4 1+02+D+C2+1 21+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C1+O+C2+1 4l+C2+0+C2+1 4 1+C2+0+02+1 4 •a+ erect �-Ys-3S 13.398-14.883 1+C2+0+C2+1 21+C2+O+q+121+C2+O+q+1 31+gtOtgtl 41+02+0+02+1 41+02+0+02+14 1+02+0+02+1 21+02+0+02+121+C2+O+q+1 31+02+0+02+1 41+02+0+02+141+C2+O+C2+1 � Y4-Y2-Y4 11.391-12.287 1+C2+t+q+1 2 1+C2+1+02+1 21+C2+NC2+1 31+C2t1+C2+1 41+C2+1+02+1 411+02+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C1+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 HC2+t+C2+1 4 1+02+1+02+1 4 47314' Ya%-ys 12288-15.568 t+02+0+02+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+02+D+C2+1 4 1+C20+C2+t 4 1+C2+0+C2+1 4 1+02+0+02+1 2 1+q+0+q+1 2 1+C2+O+q+1 3 1*q+O+gt1 4 1+C2+O+02+1 4 1+02+0+02+1 Custom 11.391-12.019 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 311+C2+1+02+ 4 1+02+1+02+1 4 1+C2+1+C2+1 4 1+q+1+02+1 2 1+C2+1+C2+1 2 t+02+1+02+1 3 1+C2+Hq+t 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 62-1/6' Y4-%-Y. 12017-13.397 i+C2+1+C2+1 2 1+02+1+C2+1 2 t+C2+1+02+1 3 1+q+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+q+1 4 1+02+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 r Ys-Yi^Ys 13.3ge-17.016 1+C2+0+C2+1 2 1+02+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+02+1 4 1+02+0+02+1 4 1+02+0+02+1 2 1+C2+O+q+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4114C2+0+02+ 4 1+q+D+C2+/4 a m Custom 11.381-13.397 1+C2+1+02+1 2 1+C2+1+02+1 2 1+02+1+02+1 31 1+02+1+02+1 4 1+02+1+C2+1 4 1+02+1+C2+1 4 1+02+NC2+1 2 1+C2+1+C1+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+q+t 4 1+q+1+02+1 4 80• Y-}4-Y 13.388-15.3 1+02+1+02+1 211+C2+1 02+5 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 7+02+1+02+1 2 1+C2t1+02+1 3 1+02+1+02+1 4 1+q+t+q+1 41+02+1+02+1 4 -Ys-Ys 16.381-18.641 1+C2+0+02+1 2 1+C2+0+02+1 2 1+C2+0+02+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2+O+q+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1+C2+0+C2+1 4 1+02+O+q+1 4 1+C2+0+C2+1 4 to '^aa Custom 11.391-13.397 1+C2+3+02+1 2 1+C2+3+02+1 2 1+C2+3+C2+/ 3 1+CZ+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 2 1+02+3+02+1 2 1+02+3+02+1 3 t+q+3+02+1 4 1+02+3+02+1 4 t+C2+3+q+1 4 O O O 76• y,-%-y4 13.398-18.110 1+02+2+02+1 2 1+C2+2+02+1 2 1+02+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 i+C+2tq+1 4 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+2+C2+1 3 1+02+2+C2+1 4 1+02+2+q+1 4 t+02+2+02+1 4 R {on r Ys-Ys-Ys LO 18.111-24.641 1+C2+1+02+1 2 1+q+1+02+1 2 1+C2+1+C2+1 3 1+02+1+02+1 4 1+02+1+02+1 4 1+02+1+02+1 4 1+C2+1+C2+1 2 t+C2+1+02+1 2 1+02+1+C2+1 3 1+C2+1+CZ+1 4 1+q+1+C2+1 4 t+C2+1+C2+1 4 ^ a Bim [Y Custom 15.380-19.397 t+C2+3+02+1 2 1+q+3+C2+1 2 1+C2+3+02+1 3 t+qt3+C2+1 4 1+C2+3+qN 4 1+03+3+C3+1 4 1+02+3+02+1 2 1+02+3+02+1 2 1+q+3tq+1 3 1+02+3+C2+1 4 1+02+3+02+1 4 1+q+3+02+1 4 O N N ?.-�Y 10.3N-24.380 1+02+3+02+1 21+02+3+02+121+02+3+02+1 31+q+3+02+1 41+C2+3+02+141+q+3+C3+14 1+q+3+C2+1 21+02+3+C2+1 21+CL+3+C2+1 31+C2+3+02+141+C2+3+C2+141+C2+3+02+1 4 J •+e = 0 -J/y-Ys 24.381-30.380 1102+2+02+1 2 1+0212+q+1 2 1+02+2+02+1 3 1+0212+02+1 4 1+02+2+02+1 4 1+C3+2+03+1 4 1+q+2+02+1 2 1+q+2+q+1 2 1+02+2+02+1 3 1+02+2tq+1 4 1+812+q+t 4 1+02+2*q+1 4 = �y uaa [121: Y4-%-y " -30.380 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+02+3+02+1 4 1+02+3+C2+1 4 1+C3+3+C3+1 4 t+C2+3+02+1 2 1+02+3+02+1 2 1+C2+3+02t1 3 1+02+3+02+1 4 1+02+3+02+1 4 /*q+3+C2+1 4 LLUI U_ X f!) Anchor Group B Anchor Group D F IZL U00 O J Shia 35-1/4• Ys-Ys-Ys 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+Ot02+1 4 1+02+0+02+1 4 1+02+O+C2+1 4 1+02+0+02+1 2 1t02+O+C2+1 2 1+C2+0+02+1 3 1+02+0+02+1 4 1+02+O+q+1 4 1+02+O+C2+1 4 n> O 1z 00 12308-12.308 1+C2+0+C2+1 211+02+0+C2+, 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+q+0+C2+1 4 t+C2+0+C2+1 4 1+02+0+02+1 2 1+02+O+q+1 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 4 Z ¢ Z F LL 45-1(8 %-%-y 11.391-13.397 1+02+O+C2+1 2 1+C2+0+02+1 2 1+02+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+q+1 4 1+C2+0+C2+1 2 1+C2+0+C1+1 2 t+q+O+C2+1 $1+gtp+C2+1 4 1+CZ+O+q+1 4 t+C2+O+q+1 4 } J Q Ys-Ys-Ys 13.388-14.883 1+C2+O+q+1 2 1+810+02+1 2 1+0210+02+1 3 1+02+6+02+1 4 1+q+D+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+02+0+02+1 2 NC2+o+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 411+C2+0+02+ 4 1- N -)/s-j, 11.391-12287 1+02+1+02+1 2 1+02+1+02+1 2 t+02+1+02+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+02+1+02+1 4 1+02+1+C2+1 2 1+C2+1+02+1 2 t+02+1+C2+1 3 1+C2+1+02+1 4 1+02+1+02+1 411+02+1+02+ 4 z i 00 47314• e[ J/-+�.y, 12.298-16.658 1+02+0+02+1 2 1+q+O+q+1 2 1+q+O+C2+1 3 1+02+0+02+1 4 1+02+0+02+1 4 1+02+0+02+1 4 1+02+0+02+1 2 1+02+O+q+t 2 1+02+0+02+1 3 1+CZ+O+q+1 4 1+C2+O+02+1 4 1+q+WC2+1 4 Custom 11.391-12.018 t+02+1+02+1 21+02+1+0211 21+02+1+CZ+1 31+C2+1+C2+1 41+02+1+02+14 1+C2+1+02+14 1+02+1+02+1 21+02+1+02+1 21+C2+1+02+1 31+02+1+02+141+02+1+C2+141+02+1+02+14 z Z 1-00111; Z 52-118• Y4-%-y4 12.017-13.397 1+C2+1+02+1 2 t+02+1+02+1 2 1+02+1+C2+1 3 1+C2+1+q+1 4 1+02+1+C2+1 4 1+C2+1+C1+1 4 1+C2+1+C2+1 2 1+q+t+q+1 2 1+02+1+02+1 3 1+02+1+02+1 4 1+02+1+q+t 4 t+q+1+02+t 4 S 0 N_ Ys-Ys-JI 13.396-17.018 1+02+O+C2+1 2 1+C2+O+02+1 2 1+C2+O+C2+1 3 1+gtO+C2+1 4 1+C2+0+C2+1 4 1+q+0+02+1 4 1+q+0+C2+ 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 t+q+0+02+1 4 1+C2+0+02+1 4 1+C2+O+q+1 4 Custom 11.391-13.397 1+02+1+02+1 2 1+02+1+02+1 2 1+CZ+1+C2+i 3 1+02+1+C2+1 4 1+02+1+02+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 2 1+02+7+02+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+02+1+C2+1 4 t+C2+1+C2+1 4 O V i �• %-jl,-y, 13.398-18.360 110211+01+1 2 1+02+1+q+1 21+02+1+02+1 3 1+02+1+02+1 4 1+q+1+q+1 4 1+02+1+q+1 4 1+02+1+q+1 2 1+0211+02+1 2 1+02+1+q+7 3 1+02+1102+1 a 1+02+1+02+1 4 1+Ct+1+02+1 4 _ )S-X-Y. 15.381-19.641 1+q+p+q+1 2 1+02+0+02+1 2 1+q+0+02+1 3 1+02+Otq+1 4 t+02+0+02+1 4 1+02+0+02+1 4 1+02+0+02+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+02+0+02+1 4 1+02+0+02+1 4 1+q+0+02+1 41 Custom 11.391-13.397 1+02+3+02+1 2 1+02+3+02+1 2 1+C2+3+q+1 3 1+C2+3+02+1 4 1+02+3+02+1 4 1+02+3+02+1 4 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+02+3+q+1 3 1+q+3+q+1 4 1+02+3+02+1 4 1+q+3+01+1 4 78 Y-J/-Y4 13.398-19.110 t+0242+02+1 2 1+C2+2+7r�•1 9HC2+*C2r1 3 Mq+VC26 4 y@2+2+q+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 t+q+2+02+1 4 1+02+2+02+1 4 HC2+2+02+1 4 ``11111I1iI1It� Ys- -Ys 18.111-24.849 1+C2+1+02+1 2 1+02a,4+02+1 2 1 + 1 1+ + 7 11q+Hq+1 4 1+02+1+02+1 4 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+q+1 3 1+q+t+q+1 4 1+02+1+C2+1 4 1+02+1+02+t 4 `\\\\Oo LYNN Custom 18.380-19.397 1+C2+3+C2+1 21+C2+3+ +12 0111 11E2+*M1 4002+3+C2+141+C2+3+C2+14 1+q+3+02+121+02+3+02+121+C2+3+C2+1 31 C2+3+02+141+C2+3+02►141+02+3+C2+14 ` r .•'•�,10ENSF'••F�A 98' %-%-% 19.398-24.380 1+C2+3+C2+1 2 1+024%0 2+1 f 3+e2►1 3 0+02+y+C2l1 y+ +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+02+1 3 1+q+3tq+1 4 1+02+3+02+1 4 1+02+3+02+1 4 * No.55705 Ys-Ys-3S 24.381-30.380 1+02+2+02+1 21+02+2+q+121+02+2+02+1 31+02+2+02+141+C2+2+C2*141+02+2+q+14 1+02+2+C2+121+q+2+01+121+02+2+02+1 31102+2+02+1411812+02+141+q+2+02+14 _ 2 1+02+3+02+1 2 1+02+3+02+1 3 1+02+3+02+1 4 t+q+3*q+t 4 1+02+3+02+1 4 1+C2+3+02+1 2 1+C2+3+02+1 2 1+02+3+02+1 3 1+q+3+02+1 4 1+02+3tC20 4 i+q+3+02+1 4 • ••• -I<9 8 • • NOTES: SEE TABLE 9 FOR DESIGN PRESSURE �•'.•• AIE�k�S..•416- ••MII.S/�H SIZE WINDOW 1 • • • •N 'b ••'• F'tOR10�`.•••G�� Max.A11CIlOr�.Ci. Anchor Anchor • • • 2 • • • • •1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT{SEE SHEETS 3-0} •• • • • • • • • •SASH SIZE IS AS PER THE FIGURES ON SHEETS 8.8. '��S'S Spacing for"Integral- Group E G,up F ••• • •• ••• ••• •••2)FOR 3)SEE SHEET 8 ORHAWN,ROU US NG THESE NEXLES.aLABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. /QnIA�, Fin"Installation I i Q,Q' Q° 4)'514.1/HEET 9FOR 3GUIDE 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. PEA 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 24: Giese Types Anchor Quantities for XOX Windows - B&6 Sash 24'HeIgM 30 Wahl38'Height 48'Height AdIh 84'Height 83•Height 24'Height 30'Height 38'Height 43'Height 64'Haight B3'Helght Sash N Cwdgum0on a a a a a a a a a a Rehf.Leel Range On) Heed&610 Head&Sill Haad&SAI Head 8 Stll Head 8 SAI Head&SfA Head&SAI Head&SAI Head&SAI Head&SAI Head&8fil Head&9)A R4 Anchor Group A Anchor Group C wppmnd m0mpglt1dIh#* 35-1/4' 11.381-11.391 1+C2+o+CG+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+O+C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 1%rj"owe ZZ 38' +/e-Y3-Ys 12.308-12.308 ll+C2+0+C2+1 2 1+t2+O+C2+f 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+02+O+C2+1 4 1+C2+0+C2+1 4 OM b Y4-%-Y411.391-13.397 1+C2+0►02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 411+C2+0+02+1 4 1+02+0+C2+1 4 bm oq 45 1/B• Y,-%-A 13.398.14.883 1+C2+O+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 %-%-w 11.391-12.287 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 47314' 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 411+02+0+C2+1 4 1+C2+0+C2+1 4 )4-Ya-w 12.299-16.668 Custom 11.381-12.016 1+C2+1+C2+1 2 1+C2+1+1x+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+Cd+1+C2+1 4 a 52-1/8' %-w 12017.13.397 1+C2+1+02+1 2 1+02+1+C2+1 2 l+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 N yn-K-Yn 13.398-17.018 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 i+C2+0►C2+1 4 1rC2+0+C2r1 4 a Custom 11.391-13.397 NotAIIoWBd 1+02+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 to 13.388-18.380 1+02+1+C2+1 2 1+C2+1+C2+1 2 t+c2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2r1 4 1+C2+1+C2+1 4 y yea )!e-yi-ya 16.381-18.841 1+02+0+C2+112 1+C2+O+C2r1 2 1+C2+O+C2+1 3 1+02+0+02+1 4 1+02+0►C2r1 4 1+C2+0+02r1 4 ` Custom 11.391.13.397 1+C2+3+C2+1 2 1+C2+3+G2+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+02+1 4 O 76' ' 13.398-19.110 1+02+2+C2+1 2 1+C2t2+C2+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2rC2+1 4 y4-%-y4 o aioa )�-y-h 18.111-24.841 1+C2+1+02+1 2 1+C2+1+02+1 2 1rC2+1+02+1 3 1+C2+1+C2+1 4 1*C2+1+02+1 4 1+C2+1+CZ+i 4 > v Custom 18.380-18.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C1+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 0 A N 98' w.%-w 19.398-24.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1102+3+02+1 4 0 uJ- � m "ND1Q O La %-� 124.3111-30.38D 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+02+1 3 1+C2+2+C2+1 4 1+02+2+02+1 411+C2+2+02+1 41 z 2 LL1 �j 120 w-Y4-w �• 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+G2+3+02+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 W z O W N I- o Anchor Group B Anchor Group D w 0 J J ama 35•1/4' '/e-%-)� 11.381-11.391 1+02+0+02+1 2 1+C1+O+C2+1 2 1+C2+O+C2+1 3 1rC2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+fx+1 4 1+C2+0+C2t1 2 1+C2+0+02+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 h .0 Sir w>4-34 12.308-12.308 1+Cx+0+1x+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 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Anchor •• • • •• •• • ••• GBASH SIZE IS AS PER THE FIGURES ON SHEETS S.& �ss� Spacing for"Into rat- Opp F • •• • • • • • • hl FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. (?NAS p 9 9 •J)SEE SHEET9FORAGUIDETOUSINGTHESETABLES. Fin"Installation 4° •• • ••• • • • 4)'1/4-112-V4'AND-1&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.S88705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 26: Glass Typas Anchor Quandthre for XOX Windows 7&S Sash 24'Heigh 1 311'Height 36 Helghl I 48'Height I 54'Helghl 63'He)ght 24'Height 30'Height 1 38-Height 1 48'HalgM 1 54'Haight I O3'Height Sash Width now.Leval Con6gula0on Range on) Head 8 SM A Had&$N � Head&SIO � Head&Sig � Head&SN � Head&S9I � Hem)&SIO � Head&SIO � Head&SM � Head&S91 � Head&SN � Head&SM R4 Anchor Group A Anchor Group C Approved as comp4tdoQ with tb> 35-1/4' ),-Ye-% 11.391-11.391 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+ +C2+O+G2*1 4 oto Seidl ICs 38' 12.308-12.308 1+C2+0+C 2+1 2 1*C2+04C2+1 2 1+C 2+0*C2+1 3 1+Cy2+0+C2+1 4 1*C2+O+C2+1 4 1+C2.O+C2+1 4 MOA11 11.391-13-397 1•C2*0•C2+1 2 1+C2.0+02+1 2 1+C2+0+C2+1 3 t+C2+0+C2+1 4 t+C2+O•C2+1 4 1+C2+0+02+1 4 iO WadaHC -�-� 13.398-14.(013 t+C2*O*C2+1 21+(x+O+C2+1 21+C2+0+C2*1 31+C2+OK2+1 41+C2.0+C2*1 4 1+C1+O+C2+1 4 sy. Y4-%.y4 11.391-12207 t+C2N+C2+1 2 1+C2+NC2+1 2 1+C2+1+C2+1 3 1+CCN+C2*1 4 1+C2+1+C2+1 4 t+C2+1+C2+1 4 47314' 1+C2+0+C2+1 2 1*C2*O+C2+1 2 1+C2+O+C2+1 3 1+C2+o+C2+1 4 1+C2+0*C2+1 4 1+C2+0+C2+1 4 Ys-Ye-ti 12.298-15.558 Glom 11.391-12.018 t+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 +`d 62-118' %.%.Y 12.017-13.387 t+C2N*C2+1 2 1+C2+1+C2N 2 1+C2*1+C2*1 3 1*C2*1+C2+1 4 1+C1+1+C2+1 4 1+C2+1*C2«1 4 Ys-ti-Ya 13.398-17.018 f+C2«O+C2+1 2 1+C2+O+C2*1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2.O+02+1 4 Custom 11291-13.397 Not Avowed 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+02+1 4 1+C2+1+C2+1 4 Cn Y m 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 C/) 13.398-15.350 tC) � 'tea g %-%-� 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2*1 3 t*C2+0*C2+1 4 1+C2+0*C2+1 4 1+C2+O+C2+1 4 15.381-19 841 Z6 Q 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+02+3+02+1 4 1+C2+3+C2+1 4 0 Q 75' 114- -Y 13.398-19.110 1+C2+2+C2N 2 1+C2+2+02+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 O elca Q Ys-le-Y 19.111-24.041 1+C2+1*C2N 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 _ N N Custom 18.380-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 311+02+3+C2+1 4 1+C2+3+C2+1 4 1+CL+3+C2+1 4 p o r121 Ys%'% 19.398-24.350 1+C2+3+C2+1 2 1+C2+3+02 2 1+CZ*3*C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 Z LL LLYs-'h-% 24.381-30.350 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+C2+2+C2+1 4 1+C3+2+C3N 4'/+-%-Yi -30.380 1+C2+3+C2+1 2 1+(;2++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 41 111 Z O`d L�t1 g 'oN AnchorGroupa AnchorGroupD hh m O 1 J OMd 35-1/4' X-Ys-% 11.391-11.391 1+C2+O+C2+1 2 1+C2+O+O2*1 2 1+C2+O+C2+1 3 1+C:G+O+C2N 4 1+C2+O+C2+t 4 1+C2+O*C2+1 4 1+C2+0+C2+1 2 1+C2+o+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2*1 4 1+C2+O+C2+1 4 1+C2+O+C2N 4 0 O p a - 3B' %-%-Y 12.308-12.308 1+C2+O+t/2+1 2 1+C2.0*C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0H2+1 2 1+C2*0+C2+1 2 t+C2*0+C2+1 3 1+C2+O+C2+1 4 1+C2*0+C2+1 4 1*C2+O+C2+1 4 `-� 0 Z )- d' 0 %_u_y 11.391-13.397 1+c2+O+C:2+1 2 1+C2+O+C2+1 2 1+C2+O+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+C2+0+C2+1 2 1+C2+0+C:2+1 3 1+C2+O*C2+1 4 1+C2+0*C2+'1 4 1+C2+0+C2*1 4 O Q 46-1/8' +- 13.398-14.683 1+C2+0+C2+1 2 1+C2+0*C2+1 2 1*C2+0+C2+1 3 1*C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+DH:2+1 4 1+C2+O+02+1 2 1+02+O+C2+1 2 1+C2+0+C2+1 3 1*C2+0+C2+1 4 /+C2+0+C2+1 4 1+C2*0+C2+1 4 /e Ya-Ys ).-)/_y 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+02+1*02+1 3 1+C2+1+C2+1 4 1+C2+1+CG+1 4 1+C2+1*C2+14 1+C2+1+C2+1 2 1+C2+1+C2*1 2 1+C2+1+02+1 31+C2N+C2+1 4 1+C2+1*C2+1 4 1*C2+1*C2*1 4 0 X I-Is 47314- + + 12298-15.558 1+C2+O*C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2N 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C1+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+02+1 4 --t /s-/e-Ya Q Z Custom 11.391-12.016 1+C2+14C2+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+C2N+Cl2+1 4 1+C2N+C2N 2.1-C2-1+02-1 2 1+C2N+C2+1 3 1+C2+1+C2+1 4 1+C2+1+c2«1 4 1-4x+1+C2+1 4 r + + + 12.017-13.397 t+C2N+C2+1 2 1+C2+1+Cx+1 2 1+C2+1*C2+1 3 1+C2+1+C2N 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+C2+1+C2+1 3 1+C2N+G2+1 4 1+C2+1+C2+1 411+02+1+C2+1 4 0 Z %-%-% 13.398-17.016 1*C2+0+02+1 2 1+C2+0+C2+1 2 Y+C2+O+C;Z'+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+Cx+O+C2*1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O*C2+1 4 1+02+0+C;2+1 4 1+C2+0+C2+1 4 O Z N m 10 Custom 11.391-13.397 t+C2+1+02+1 2 1+C2+1+C2+1 2 1*C2+1+C2+1 3 1+C2+1*02+1 4 1+02+1+C2+1 4 1+CxN+C2+1 4 1+C2+1+C2*1 2 1+C2+1+C2+1 2 1+C2+1+O2+1 3 1+C2+1•C2N 4 1+C2+1+C2N 4 I+C2+1+C2+1 4 (,) 113X: �° y % 13.398-15.31 1+C2+1•C2+1 2 1+Cx+1+C2+1 2 1+C2+t•+C2+1 3 1+C2N+C2N 4 1+C2+1+C2+1 4 1+C2+1+C2N 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+C2N+C2+1 4 1+C2+1+C2+1 4 O 4 Q15.361-19.641 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2N 4 1+C3+0+C3+1 4 1+C2+0*C2+1 2 1+C2+O+C2+1 2 1+C2+0«C2+1 3 1+C2+0+C2+1 4 1+C2+O+CGN 4 1+C2+O+C2+1 4 -•t = Custom 11.391-13.397 1 C2 3+C2 1 2 t C2 3 C2 1 2 1 C:+3+C2 1 3 1 C2+3 C2+1 4 1+C2+3+CxN 4 1*C2+3+C2+1 4 1 02+3 Cx 1 2 1 C2+3 C2 1 2 1 C2+3*C2N 3 1+C2+3+C2+1 4 1 C2+3 Cx 1 4 1 Cx 3+C2+1 4 alto sed seuaS 75' 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+ 1 * C 1 3 +C2+ 1 4 +2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2N 3 1+C2+2+C2+1 4 1+C2+2+O2+1 4 1+C2+2+C2+1 4 y-14-/. 92j i+G2�P 2i 5 2i�i \\ LYNN %_y_Ya 19.111-24.841 1+02+1+C2N 2 1+02+ C2+1 2 1+ + 1 t+e2+'!►C2•1 1+C2N+C1+1 4 1+C3+1*C3+1 4 1+C2+1+C2«1 2 1+C2+1+C2+1 2 1N2N+C2+1 3 1+C2+NC2+1 4 1+C2+1+C2+1 4 1+t�+t+C2+1 4 ��pN..•.......Mi�� Custom 18.360-19.307 1+C2+3«C2+1 2 1+02+3-42+1 2 M92+2#02.1 1+92+y►Wji 4 yC12+3+C2+1 4 1+C3.3+C3+1 4 1+02+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+C:2+3+C2N L\OENSF••,F.)1 98' y-)/_y 19.398.24.31%1 1+C2+3+02+1 2 1*C2+�a 1 i+ 2++ 1 • + 1 + +3+C2*1 4 1*C3+3+03*1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1.02+3+02+1 3 1+C2*3+C2N 4 1+C2*3+tx+1 4 t+Cx*3+C2+1 4 7��;' •.fir +_ + 24.351-30.380 1+C2*2*C2+1 2 1•C2+2+C2+1 2 1+C2+2+02«1 3 1*C2+2+02+1 4 1+C2+2+C2+1 4 1+G3+2+03+1 4 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+(x+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2*C2+1 4 _ N0.50%OS h Ya-/e _ 120' Y-%-y4 -30.360 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 f+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C +3*1x+1 2 1•C2+3+C2+1 3 1+02+372+1 4 1+02+3+02+1 4 1+C2*3+02+1 4 _ SEE TABLE 14 FOR DESIGN PRESSURE t,"11; IWNDMPVRDTH-69.28 ••• • • NOTES: O '• "MIN.SASH 31ZEj-i � �• • • • • •1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4 SASH SIZE IS AS PER TH£ T ' F Max.Anchor O.C. Anchor • • • • • • • • • :�S+ LNC P'' •• • • • • • • • •FIGURES ON SHEETS&8. i� �S�d'•• E` ` Spacing for"Integral- croup F •• ! • • • • • •2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fin"Installation 000 • 000 • • • 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 3.7° 4)'114-1@-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. IN THE ADJACENT COLUMN.'CUSTOM°INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P."6e70S • • • • • • • • • • ••• • • • ••• • • TABLE 28: Glass Types Anchor Quantitlae for XOX V Andowe 10.12 Sash Sash 24'Height 30'FieigM 38'H019M 48'HeIght 64"Height 93'Height Zr Height 30'HeIOM 38"tielgM 48'H919M 64'Height 03'Height Width ReIM.Le%•1 CwdigumUan Range(in) Fiend 8 Sip Had&Sill Head&SB Head&Sip Head&SOI Head&SIII Head&SYI 1 Head&SOI Had&SN Head 8 SIO Head&SOI Heed&Bill R4 Anchor Group A Anchor Group C 35V4' vs-y-y 11.391-11.391 1+L240+t2+1 2 1+C2+0+12+1 2 1+C2+0+(x+1 3 1+C2+O+C2+14 1+C2+O+C+1 4 1+C2+0+12+1 4 38' %-%-Ys 12.308.12.308 1+C2+O+C2+1 2 1+C2+O+C1+1 2 1+CT+D+C2+1 3 1+C2+o+tx+1 4 1+02+O+C2+1 4 1+C2+0 02+1 4 �� w � 46.1/8' y-'/,-y 11.391-13.397 - 1+02+0+(2+1 2 1+C2+0+C2+1 2 1+C2+0+(x+1 3 1+C2+O+02+7 4 11+C240+0+1 4 7+p+0+C3+1 4 1104 Ys-y-% 13.398.14.683 1+C2+O+C1+121+C2+0+C2+1214C2+0+t2+131+C2+e+C2+141+C2+0+C2+141+q+0+C3+14 47-314' X-A-y 11.391-12297 1+C2+0+C2+1 2 1+C2+0+q+1 2 1+C2+0+C2+1 3 1+C2+0+t2+1 4 1+C3+D+p+1 4 1+C3+D+q+1 4 Ya-y-y 12298-16.668 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+(2+1 3 1+C2+OM2+1 4 1+C3+O+C3+1 4 1+C3+O+CS+1 4 Custom 11.391-12018 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+p+O+p+1 4 1+p+0+C3+1 4 1+CS+O+C3+1 4 62-1/8' y-Y Y4 12017-13.397 1+C2+0+(2+1 2 1+02+0+7x+•1 2 1+CL+O+C2+1 s 1+C3+0+C9+1 4 1+q+0+p+1 4 1+q+0+C3+1 4- %-%-% 13.308-17.016 1+;C2+0+f2+1 2 1+1x+0*2+1 2 1+C2+0+C2+1 3 1+0240+02+1 4 1+q+0+C3+1 4 1+q+O+C3+1 4 • Custom 11,391-13.397 144^,,,2+2+C2+1 2 1+C2+2+12+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+Ca+2+C3+1 4 N 80' y-y-y 13.398-18.380 NOYAlbwed 1+02+1*C2+121*CZ+T+C2+121+02+2402+131+0242+02+141+C3+2+p+141+C3+2+C3+14 y-K-y t6.361-19.841 1+C2+0+(2+1 2 1+C2+O+tx+1 2 1+C2+O+C2+7 3 1+C3+0+C3+1 4 1+p+0+p+1 4 1+04+0+01+1 4 Li) Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3402+1 3 1+CE+3+C2+1 4 1+C3+3+C3+1 4 14C3+3+q+1 4 � „aa 76 X-y-y 13.398-19.110 1402+2+C2+1 2 1+CZ+2+C2+1 2 1+02+3+(2+1 3 1+p+3+p+1 4 1+C3+3+C3+1 4 1+04+3+04+1 4 3: � y-y- 19.111-24.841 1+C2+0+C2+1 2 1402+0+02+1 2 1+C3+ap+1 3 1+03+0+p+1 4 1+C4+p+(q+i 4 1+0440+04+1 4 �j O 0 O Custom 17.841-19.387 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+t 4 1+C3+4+C3+1 4 7+04+4+04+1 118' y y 19.396-24.36D t+C2+3+12+1 2 1+C2+3+C2+1 2 4+C2+3+C2+1 3 1+03+4+C3+1 4 Np+4+pN 4 1+04+4+04+1 4 }h a %-YS-Ye 24.301-31.841 1+02+z+tx+1 2 24(2+2+C2+2 22+02+2+02+2 3 2+C3+3+C3+2 4 2+C3+3+q+2 4 2+C4+3+041+2 4 N 12U y-Ya_y 29.641-32616 2+12+3+02+2 2 2+02+3+C2+T 2 2+C2+3+fx+2 3 2+03+4+q+2 4 2+q+4403+2 4 2+C4+4+04+2 4 0 •ice _ y-'/a y 32.618-39.641 2+02+2+02+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+q+3+C3+ 4 2+CA+3+04+2 4 2+OS+3+C4+2 4 Z iLi L 1 140 Custom -39.841 2+02+3+02+T 22+02+3+02+2 2 2+C1+3+2+ 3 2+q+4+G3+2 42+041+4404+2 4 2+CgM+04+2 4 U U X S2 aaa6 � µ „ Anchor Group B Anchor Group D Z 351/4" y-y-y DMO 11.391-11.391 1+C2+0+C2+1 2 1+C2+O+C1+1 2 1+C2+0+(2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+CZ+0+01+1 3 1+C2+0+C2+1 4 1+(x40+C2+1 4 1+C2+0+f2+1 4 O m aC mJ J pp 38' -y-% 12308-12308 1+C2+0+C2+1 2 1+C2+0+(2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 14C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1•C2+O+CZ+7 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 Z a Z N yy-y 11.391-13.397 1+C2+0+t2+1 21+C2+D+c2+1 21+C2+0+t2+1 31+C2+0+C2+141+q+0+C3+141+C3+0+q+14 t+tx+0+(2+121+C2+WC2+1 21+C1+D+C2+131+C2+O+C2+1 414�t240+C2+141+C3+O+C3+14 '� LL' 45U8' O y-Ya-y 13.398-14.683 1+C2+O+tx+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+q+0+q+1 4 1+C240+C2+1 2 1+C2+O+C2+1 2 t+cz+act+1 3 1+C2+O+C2+1 4 1+Cd+O+CL+1 4 1+p40+C3+1 4 47.3!4' Y-y-y 11.391-12297 1+Cb0+C2+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1+t2+0+C2+1'4 1+CS+0+03+1 a 1+C3+0+q+1 4 1+C2+O+(2+1 2 1+C2+O+C2+1 2 1+C2+0+f2+1 3 1+02+O+C2+1 4 1+C3+0+C3+i 4 7+C3+O+p+1 4 F- •- y-y-. 12.200-16.668 i+C2+0+2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+q+0+C3+1 4 1+C3+0+C3+1 4 1+f2+0+C2+1 2 I+2+0+C2+1 2 1+C2+O+C2+1 3 14 C2.O+C2+7 4 1+C3+p+p+1 4 7+p+0+q+1 4 ® Z Jaa4S Custom 11.391-12.016 1+C2+0+C2+1 2 1+C2+0+M+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+p+1 4 1+CS+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+12+1 2 1+C2+0+2+1 3 1+C3+0+C3+1 4 t+C3+0+C3+1 4 1+C3+O+C3+1 4 D Z 5 62-118' y-K-y 12017-13.397 1+(2+O+C2+1 2 HC2+0+C1+1 2 1+C2+0+C2+1 3 1+CS+0+C3+1 4 1+C3+0+C3+1 4 1+C3+04C3+1 4 1+C2+0+C2+1 2 1+C1+0+C2+1 2 1+CZ+O+C2+1 3 1+C3+D+C3+1 4 1+p+0+C3+1 4 Hq+0+C3+1 4 €j Z ewes g y-%-% 13.398-17.016 1+(2+O+C2+1 2 1+C2+o+C2+1 2 1+C2+O+C[+1 3 1+C3+O+C3+1 4 7+p+0+p+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 I+2+0+(2+1 2 1+C2+0+(2+1 3 1+C2+O+C2+1 4 1+p+p+p+1 4 1+q+O+pt1 4 Custom 11.391-13.397 1+C2+2+02+1 214C2+2+C2+1 2 1+C2+2+C2+1 3 t+C2+2+C2+1 414C3+2+C3+1 4 1+q+2+q+1 4 1+C2+2+C2+1 2 1+C2+2+(2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+q+2+p+1 4 1+q+2+C3+1 4 O T O 80' y-y-y 13.398-16.360 7+fx+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 i+p+2+C3+1 4 1+C3+2+C3+1 4 1+C2+1+0241 2 1+C2+1+C2+1 2 7+C2+1+C2+1 3 1+C2+1+12+1 4 1+C3+1+C3+1 4 14C3+1+C3+1 4 Z O Fn %-%-y 16.361-19.841 1+02+0+C2+1 2 1+02+0+(2+1 2 1+C2+O+C2+1 3 1+C3+O+pN 4 7+p+0+C3+1 4 1+C4+o+CA+1 4 1+C2+O+C2+1 2 1+C1+O+fx+1 2 1+C2+O+C2+1 3 1+C3+O+CS+1 4 1+C3+O+C3+1 4 1+C4+O+CA+1 4 Q 0 Custom 11.391-13.387 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+f2+1 3 1+C2+3+C2+1 4 1+q+3+C3+1 4 1+C3+3+C3+1 4 1+C2+2+C2+1 2 1+r2+2+C2+1 2 1Kx+3+02+1 3 1+C2+3+(2+1 4 1+03+3+p+1 4 1+C3+3+p+1 4 = 75 Y4-y-Y4 13.398-19.110 1402«2+02+1 2 1+02+3+12+1 2 1+Cz+3+C2+t 3 1+q+3+q+1 4 1+q+34q+1 4 14CA+3.G4+1 4 1+C2+2412+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 HC3+2+p+1 4 1+q+2+p+1 4 1+04+2+04r1 4 au9 ' O aeueg %-%-% 19.117-24.841 7+tx40+C2+1 YtC1194F N 7 +D. 1 1+ o«q+7 4 1+0440+04+1 4 1+04+0+C4+1 4 1+C2+0+12+1 2 1+C2+0+02+1 2 1+C3+0+C3+1 3 1+q+o+03+9 4 1+04+0+04+1 4 1+C4+0+04+1 4 %%11 N l f 1j�, Custom 17.841-19.397 1+C2+3+C2+ 2 1+C2+3+C1+1 t 140241+011 B 1+43+4.03+1 4 1+C3+4+C3+1 4 1+04+4+C4+1 4 t+C2+3+C2*1 2 1+C2+3+12+1 2 1+f2+3+fx+1 3 1+C3+4+C$+1 4 1+C3+4+C3+1 4 1+04+4+04+1 4 `\1110�O(4Y lYN 98' Y.-y-y 19.398-24.3 1+cx+3+0L+1 1+12+38 +7�112+r 1 + 1 4 1+p44,4q+1 4 1+CA+M04+1 4 1+Oz+2+02+1 2 1+02+34�„t+1 2 1+02+3+1x+1 3 1+03+3+p+1 41+p+3+q+1 4 14CA+3+CA+1 4 QC��.•'•%.%GENSF'•. u-y-y 24.301.31.841 2+(2+2+02+ 3+ + 2402441+(x+2.2,3+3+C3s9 4 2+p+3+C3+2 4 2+04+3+04+2 4 1+C2+2+12+1 2 1+C2+2+C2+1 2 1+C2+2+(2+1 3 1+C$+2+C3+1 4 1+q+2+p+1 41 1+04+2+04+1 4 t 120 Y40 20.041-32.616 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+fx*4+(242 2+ + 2 4 2+C3+4+C3+2 4 2+04+4+04+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+02+2 3 2+q+4+q+2 4 2+C3+4+p+2 4 2+CAM+O1+2 4 _ No.68705 __ y-y-y 32616-39.641 2+12+3+C2+2 2 +C2+3+(x+2 2 2+02+3+C2+2 3 2+p+4+C3+2 4 2+04+4+C4q2 4 2+q+4+CS+2 4 2+C2+2+C2+2 2 2402+3+C2+2 2 2+C2+3+02+2 3 2+C3+3+03+2 4 2+CA*3+04+2 42+04+3.041+2 4 140' Custom -39.641 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C1+4+C2+2 3 2+p+4403+2 4 2+0444+04+2 4 2+C6+4+C0+2 4 2+t2+3*C2+2 2 2+C2+3+02+2 22+12+3+12+ 3 2+C3+4+p+2 4 2+C4+4+04+2 42+04+44Cq+2 4 •, ' (�/� • • • • • b S g; SEE TABLE 16 FOR DESIGN PRESSURE S E 227 • • • • • 1)�' MIN. ASH SIZE_NAOU•'"!r)TY-6•0 72i)FOR SEIZDEIStfN�TjOSMAfIV2�.RSUCKWIOTHAND8l1CKHE{GHT(SEE9HEE GLASS TYPES 10-12&14-16 TS3d} i��(�lSS'•/F<OR•1•t•)P�,.�•'G�.�`� : WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. MAY NOT BE USED WITH •• • ••• 3yQFJ=SHEET 11FOR A aIIDE TO USINGTHESE TABLES. J-CHANNEL OR INTEGRAL 4)•114-112-114'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 W THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.e.#68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 • TABLE 27: ohm TAM$ Anchorauanddes for XOX Windows 14-16 Sash Sash 24'Height 30'Height 30°Height Or Hel0ht w HaW o3'Height 24'Halghl 30'Heigh! 38°Height 48'Haight 86'Haight g 83'Helgbt . ContgureUon Rn (1n) Haad&SAI Head&S01 Head&SOI Head&31n Head&SW Head&301 Head&SID Hesd&SIDill Head&S@ill Heed&S81ill Hasd&310 5 Fuad&S01 Not Level -3 R4 Anchor Group A Anchor UPC 35114' %-Ya-'/e 11.391-11.391 1+C2+O+C2+1 2 1 1+p+0+C2+1 211+02+01=+l 3 1+02.0+C2+1 4 1 1*C2+O+C2+1 4 1*02+0+C2+1 4 "- 387 Ya-)s-Y+ 12308.12308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 31+C2+0+C2+1 4 1+C2+0+C2+1 41+p+0+03+1 4 - p �P4'Iq •t+ 48.1/8° y- -% 11.391-13.397 NC2+O+C2+1 21+C2+OK2+1 21+C2+O+C2+1 31+C3+0+C3+1 41+p03 04 +0+ +1 41+04+0+ +1 4 Date Ya-Ye--% 13.398-14.883 1+02+0-C2+1 2 1+C240+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+p+1 4 1.C3+0+03+1 4 47-&4' Y-VA-X 11.391-12297 14C2+0+C2+1 2 1+02+0+03+1 2 1+C2+0+C2+1 3 1+C3+0+C3+"1 4 1+C3+0+03+1 4 1+04+0+04+1 4 ml 4Rodael Y-Y*-Y- 12288-16.688 1+0240+1x+1 2 1rC2+O+C2+1 2 1+02+0+02+1 3 t+p+0+03.1 4 1-0+043+1 4 1403+0+03+1 4 Custom 11.381-12016 1+02+0+C2+1 2 1+C2+O+C2+1 2 1+p+0+03+1 3 1+C3+0+C3+1 4 1+06+0+04+1 4 1.04+0+04+1 4 62-1/8' y-Ya-Y4 12017-13.397 1+C2+0+C2+•1 2 1+02+0*C2+t 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+01+0+01+1 41+04+0+04+1 4 -Y-Y- 13.398-17.018 1+C2+O+C2+1 2 1+03+03+02*1 2 1+p+0+03+1 3 1+C3+O+C3-1 4 1.01+0+01+1 4 1+04+O+C4+1 4 %yy Custom 11.301-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+f 3 1+C3+2+p+1 4 1+C3+2+C3+1 4 1+04+2+C4+114 N 04 b 8Q' Y-�-y 13.3 -16.380 NotAIIOWed 1+C2+1+C2+1 Z 1+02+2+02.1 2 1+p+2+0241 3 NC3+2+03+1 4 1+03+2+p+1 4 1+04+2rC4+1 4 m is-%-% 16.381-19.841 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C4.1 4 1.04+0+44+1 4 1+GS+O+C8+1 4 LO Y Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+03+3+C2+1 3 1*C3+3+03+1 411+04+3+04+1 4 1+C4+3+04+1 4 76' Y4-Y.-Y. 113.398-19.110 1+C2+2+C2+1 2/+C2+2*C2+1 2 1+C2+3+C2+1 3 1*C3+3+C3+1 4 1+04+3+06+1 4 1+04+3+C4+1 4 %-%-Y. 18.111•24.841 1+C2+O+C2+1 2 1+03+0+03+1 2 1+0340+03+1 3 1+04+0+C4+1 4 14C5+o+C5+1 4 1+CS+O+CS+1 4 Q Custom (7.841•19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+03+4+03+1 411+04+44011+1 4 1+C4+4+C4+1 4 O P 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+4+04+1L00 1 4 1+C4+3+04+1 4 O to% 98' Y-Ya-Ys 18.388-24.380 }n n (LID Y -y-Y* 24.361-31.841 1+C2+2+C2+1 2 2+C2+2+p+ 2 2+C2+2+C2+2 3 2+04+3+01+2 4 1+C4+2+04+1 4 N '� Y4-%-Y4 29.041-32.818 2+C2+3+C2+ 2 2*C2+3*C2+ 2 2+C2+3+03+2 3 2+C4+4+C4+ 4 2+04+3+04+2 4 120' t 2+0242+•03+ 2 2*C2r3.p+ 2 2rC243+p+2 3 2+04+3+C4r22 4 2401+SrC4+2 4 Z tl• cPV Ci t"b ua�0 32616-39.841 140' Custard °° -39.841 2+C2+3+C2+ 2 2+C2+3+03+2 2 2+C2+3+C2+2 3 2+04+4+04+ 2 4 2+04.3+04*2 4 =W UJ Anchor Group 8 Anchor Group D ° am 35114' %-Y.-% 11.391-11.391 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2*0+C2+1 3 1+C2.D+C2+1 4 1+C2+D+C2+f 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C240+C2+1 3 1+C2+0+C2+1 4 1+C2+0*C2+1 4 1+C2+0+C2+1 4 �� O M - J _j -T 38° %-%-% 12.308-12.308 1+C2+0+03+1 2 1+C240*C2.1 2 1+C2+O+C2r1 3 1+03+0+C2+t 4 1+p+&+Cb 4 t+C3+0+p*1 4 1+02+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1.02+0+02+1 4 1+02+040241 4 1+03+0+0341 4 �Z G.Z � � � LLP Y,-yl-y4 11.391-13.397 1+C2+0*C2+f 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+p+O+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C2+0K2+1 2 1+03+0+C2+1 2 1+02+O+C2+1 3 1+C3+0+C3+1 4 1+03+0+03+1 4 1+04+O+C4+1 4 } LJ 0 45-1t8' i- O Ys-�-Ye 13.398.14.80 1+C2MrC2+1 2 1+C2+0•C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 l+C3+0+03+1 4 1+03+0+03+1 4 1+02+0+02+1 2 1+03403402.1 2 1+C2+O+C2+1 3+10340+03+1 4 1+CS+0+C3+1 4 1+C3+Orp+1 4 J O 47�I4• Y,-%-w 11.391-12287 1+C2+o+C2r1 2 1+C2+0+C2+1 211+C2+0+03+1 3 1+p+0+03+1 4 1+C3+0+ +1 4 1*C4*OrO1+1 4 1+C2r0+p+1 2 1*lx+OrC2+1 2 1+02+03+02+1 3 1+CS+O+C3+1 4 1+p+0+03+1 4 1+04+p+Cq+1 4 I-' r4 -Ya--. 12298-16.858 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+03+1 4 1+C3+0+C3+i 4 1+C3+O+C3+1 4 1+C2*O+C2+1 2 1+0240.02+1 2 1+0240+02+1 3 1+p+0+03+1 4 1+03+0+03+1 4 1*C3+0+034.1 4 ® d$a{ 1� Custom 11.391-12018 1+C2+0+C2+1 2 1402+0-C2+1 211+03+0+C3+1 3 1+03+0+p+f 4 1+C4+0+C4+1 4 1+06+0+04+1 4 1+02+9+C2+1 2 1+p40+C2+1 2 1+C3+0+p+1 3 1+C3+0+C3+1 4 1+04+0+04+1 4 1+01+0+(4+1 4 Z 62-1/8' Y4-%-Y412017.13.397 H0.!'40+C2+1 2 1+C2+O+C2+1 2 t+C3+O+C3*1 3 t+03+0+03+1 4 1+C4+S+C4+1 4 1+C4+0*C6+1 4 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C3+0403+1 3 1+C3+O+C3*1 4 1+C1+c+O4N 4 1+C4+0+C4+1 4 I- %-Y-Ys 11&398-17.018 1+03+0+C2+1 2 1+02+O+02+1 2 1+03+0+03+1 31403+0+p+1 4 1+04+10+04+1 4 1+04+O+C4+1 4 1+02+0.02+1 2 1+C2+0+C2+1 2 1+03+0+03+1 3 1+p+0+03+1 4 1+04+0+04+1 4 1+C4+0MA+1 4 Z Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+p+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+04+2404+1 4 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 t+C3+2+C3-1 4 1+C3+2+C3+1 4 11+04+ +1 4 O = N_ O 60' '/a-Ya-Y4 13.398.16.380 1+C2+24C2+1 21+C2+2402+121+C2+2+5x+1 31403+2+03+1 41+C3+2+C3+141*C4+2+C4+1 4 1+C2+1+C2+121+C2+1*C2+1 21+Cd+1+C2+131+C3+1+C3+141+C3+1+C3+1 41+04+1+C4+14 Q X N %�-% 16.381.19.841 1+C2+O+C2+1 2 1402+0+C2*1 2 1+C3+O+C3+1 3 1+04+0+04+1 4 1+04+0+04+1 4 1+C8+O+C8+1 4 1+C2+O+C2+1 2 1+C2+0+tx+1 2 1+03+0+03+1 3 1+C4+0+C4+1 4 1+04+0+04+1 4 1+C6+O+C5+1 4 Z 0 a Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C241 2 1+C2+3+C2+1 3 1+CS+3+C3+1 4 1+CA+3+04+5 4 1+04+3+04+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+04+3+04+1 4 ¢ SSS 78, Ya-yi-Y4 13.998-19.110 1402+2+02+1 2 1+02+3+0241 2 1+02+3+02+1 3 1*03+3+03+1 4 1+C4+3+04+1 4 1+04+3+04+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+03+2+C3+1 4 1+04+2+C4+1 4 1+04+2+04+1 4 °au '�e0 aeuas %-Y-Ya 19.111-24.841 1+C2+0+03.1 1+ +C3+1 2 1+C3+O+C3+1 9 1+04+0+04+1 4 1+CS+O+CS+1 4 1+C6+04CSN 4 1+C2*0•C2+1 2 1+p+0+p•1 2 14C3+O+C3+1 3 1+C4+0+C4+1 4 1+C6+0+05+1 4{+CS+O+C$+1 4 ``t Y LY /��i Custom 17.841-19.397 1+C2+34C20 2 1+C2+3402. 2 91+C?&4++�+1 103+• +t 4 1+04+4+01+1 4 1+04+4+04+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 14C3+4+C3+1 4 14C4+4+C4*1 4 1+C4*3+C4+1 4 NM 98' Y4-%-Y4 18.398-24.380 1+p+3rC2r 1rC2t ! 0284+ +1 1.0448+040 4 1+04.4+04+1 4 1+06+3+C4+1 4 1+C2+2+C2+1 21+03+3+C2+1 2 1+C2+3+C2+1 3 1rC4+3+C4+1 4 i*C4+3+06+1 4 1+CA+3+C4+1 4 : Q• .•'•1}CEtySF•.�lF� )a%-h 24.361-31.641 2+C2+2•C2+2 C2+3+02+ 2 Q+C4t3ra2+2 CA+3+ +2 4 2*C4+3+C4*2 4 1+04+2+01+1 4 1+C2+2+C2+1 2 1+C2+2+03+1 2 14C2+2+C2+1 3 1+C4+2+04+1 411+002+04+11411#04+2+04+1141 No.58705 120' Y-y,-% 28.841.32.816 2+CL+3+p+2 2 2 + C2•¢p+ 2lCA#HC4+2 4 2+04+q+G+2 4 2+06+4+04+2 4 2+02+3+02+ 22402+3+C2+2 22+02+3+02* 32+04+4+04+ 42+06+4+0442 4 2+C4+3+04+2 4 _ -y- 32.516.39.841 2+C2+3+C2+2 2 2+02+3+tx+2 2 2+02*3-CZ+2 3 2+04+4+04+2 4 2+04+4*04.2 4 2404+3404+2 4 2+tx+2402+2 2 2+03+3+03*2 22+1x13+03+2 3 2+04x3+C4+2 42+04+3*CA+2 4 2+04+2404+2 4 ^_'D ; 140• Custom -39.841 2402+3402*2 2 2+02+3+0242 22.(x44*C2+2 32+04+4+04+2 4 2+04+4+Oq+2 4 2+C4+3+04+2 4 2+02+3.02+2 22403+3+02+2 22+03*3+02+ 3 2+0444*CA+2 4 2+C4+4+06+2 4 2+01+3+CA+2 4 ' /7 �� SEE TABLE 18 FOR DESIGN PRESSURE �` EO • • • • 03 • • • 01)riZAA4E DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-0). �S �aR..... ' \�� • 1MNDOy Wl�X72 •• • •••SASH SIEE IS A3 PER THE FIGURES ON SHEETS 6&8. ` GLASS TYPES 10.12&14-18 "MIN.SASH SIZES• •02 • • • • s}148 SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ��s�� A ' NG�` MAY NOT BE USED WITH •• • ••• • • 3)SS SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL 4)•111/2-1/4•AND•1/3-1/3.1/3•INDICATE THAT THOSE STANDARD SASH CONFlGURATIONS 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.R 89706 ••• • • • • ••• • • • • • • • • • :e : • • •• •• • • • • ••• 0 0 0 000 0 0 TABLE 28: Bill of Material 3500• 3500' 3500' -711-1 3.600' # part Description Material �� .D62• �� .11. osr 1 620121 From Head,Sill and Jambs-J-Channel PVC 2 620122 Frame Head,310 and Jambs-Flange PVC 0 a 3 620123 Frame Head,SIO and Jambs-FN PVC I�nII 4 620124 Frame Head,3111 and Jambs-Equal Leg PVC 2.44b^ 2.445' 2.446 2.443' 13 820172 Fixed tt Insert/all Cofer PVC 14 820131 Fixed Meeting Reil PVC o O O o O 16820168 Treck Insert 8083 T8 At 18 820129 Sesh Rail(Sides,Top&Bottom) PVC 17 820168 Morwreil 808;1 T8 Al •626' J•CHANNEL •625' FLANGE FRAME FIN FRAME EQUAL LEO FRAME 18 820158 Pun Rab Interlock 8003 T8 AI r 1.37 1O FRAME HEAD,SILL O2 HEAD,SILL& 1.37 ro HEAD,SILL& HEAD,SRL 8 20 620144 Pull Rall Intedock Cofer PVC i &JaMBs JAMBS JAMes JAMS 21 820160 Light Sash Reinforcement 6083 T8 AI 22 620161 Standard Sash Retnforoement 8083 T8 At t.87z I 1.641' �{ 23 820162 HD Sash Reinforcement 6063 T8 At -f 1.43r r 24 820153 Standard Meeting Rall Reinforcement 6005 75 AI i t•60r T r t 2.160' 2.178' 26 820164 HD Meeting Rao Reinforcement 8005 TS All Oar 1.830• 28 620155 H D.Raiz.Roller Meeting Bell Relllforeement 8006 TS At W 050' 77Y 0 0 1.020• 1.376• sw 47r 27 710X114PPA #10 x 1-1/4•PH.PH SDS onomn Screw 410 SS 28 61644 Weathemtdp,.18r x.270'Fln PileF� 29 61719 Weathembi,.187•x.220'PolyPne 1231• C-�� 1.000• FT R 30 #8%1'Ph.PH SOS(Interlock Mounting Screw) 410 33 13 ANTI-LIFT INSERT 14 FIXED 16 TRACK 76 SASH RAIL O LIFT RAIL O UFT RAIL 31 78Xi12PPA #8%3.1/2°Ph.PH SMS(Fixed Meeting Reil Screw) 410 SS &TRIM COVER MEETING RAIL INSERT t8 INTERLOCK 20 INTERLOCK COVER 32 71688sp Meeting Rall Screw Support Plate 8083 T5 AI 33 720210 Weep Hole Cover PVC 318° .070 060. t.tOD• 34 720187 Installation Screw Hole Plug PVC •eo' 720 .175• �I 1�II 37 197 Auto Lo to Lock C Steel �.754' .760^ Ii=-n1 •715• '��.715' 38 720198 Sweep Lock Cost Zinc 026• 1.185 �-- 39 720198 Auto Lock CowrAssembly Cast Zinc D35• -►�+- 40 #5 x 1-1/5'Ph FH SDS(Auto and Sweep Lock Screw) 3S I/-N`LAMI IG EXTRUDED ROLLED LIGHT SASH STANDARD 41 720200 Auto and Sweep Look Keeper Cast Zinc V BEADING gt SCREEN FRAME O SCREEN FRAME 21 REINFORCEMENT O ENFORCEMENT 42 78X34PPA #8 x 3/4'PH.PH SDS(Keeper Screw) Ss 43 7612FPTX #6 x 1/2'FPH Tek(Relrtforeemed Screw) SS 07o' ►�I-� -�{ 1.18Y �I ver �D• 44 Leadstils Top Comer Key Nylon .l__ � �1--I ,1 + 46 Leadattle Bottom Comer Key Nylon lt•184• 070^ tea• 48 LookstlleTop Comer Key Nylon �J 070• ,let• t.o35^ 7.041• t.oa7• 1228 47 Lockallle Bottom Confer Key Nylon ato• 1 L .136• L .tea• W4" 48 720204 wheel N Ion � AST � 1.331• �^+- � 1.340• � �{ 1346• � 72 620135 Lard.I.G.Bead PVC HD SASH 24 STANDARD HD MEETING HD HR MEETING 74 Beckheddtrlg,GE 7700 of Dow 791 3lneone O REINFORCEMENT O MEETING RAR (�RAR O RAIL 17 MONORAIL "ppruw4u comp171 iia M. REINFORCEMENT REINFORCEMENT REINFORCEMENT Florida Buld 75 71884/6 Selling Block(7/8'x 2'x 1/8'), +/-6 d EPDM •�OTEs D ft ) S77 uper spacer N(f with Hot MBII Butyl • ••: � e i• 1)ITEMS#5-12,18, ``��\�t�(LYNN nj/�� Roviaed 6y eater Revrakn: Mi ludcet C 78 Cerclinel XL Edge Spacer • • • • to 36,3&49.71,73&79 ; a� �tCENSe' � - •ARE NOT USED AND .� Revised W. Dots. RevIdw 8o 81011 Ron-farmed Screen dive 0• •Alun? •• ARE NOT PART OF '• '- 81 81012 Exbvded Screen Forme Atum THIS APPROVAL. _ No.56705 62 Extruded Somen Spreader Bar Alum _ Drora ?nT 2)PVC BY ROYAL 4'; 83 47042W Screen Comer Kay with PulleRing••• • ..RVC WINDOW AND DOOR !0 q )'��'� ; W WINDOW OW EXTRUSIONS&BOM J ROSOWSKI 84 47041W/CKGLB Screen CRrtler Key No P Rlpg • i�vl- • •PROFILES,LTD.,TO r� s aTt 1070 TECHNOLOGY DRIVE RHO: owe.- 85 w01 85 7CASPM Tension spring •• • • •• �BEtABELED FOR : tp'• FCOR79r N.VENICE,FL 34275 HORIZONTAL ROLLER-LM 05/15/15 88 81818C4B Le!on •• • • •• •A/�EIAEXTRUDER �'i/�SS� NOKOMIS� 529 FLt34274 sertee/Itodeh Scoie, SireO> oravtceRo RO^ 87 8163681814 .140•screens One(Machlne/Hand Rolled) Y�p�� AtfNNf�ILLk�t,P.E. CERT. OF AlrfH.828286 HR-5510 NTS 17 OF 18 MD-HR5510-01 P.E.9 88705 •e• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 000 0 0 1s SASH TABLE 21. ASSEMBLY Egress Lock Bill of Material MITERED FRAME WITH ® # Pad# Daecdption Matedal I INTERIOR AND EXTERIOR DETAILS FRAME WELDS 100 7MC7024 Mufll-Pdr9 Lock Operate Cast Snc 16 42 toe ® 101 73340 O :eta mounting Plate Stew 102 72016 MWtI nt Lock Kea AlutrYnum 3t 103 720214 MultipoW Lock Guide Nylon q ATTACHED TO 111 32 EXTERIOR a6 104 220717-221 lie Bar(Length Vedes StelNesa Steel SASH RAIL t 106 71024X12HFX#10 x 1t2'HH MS SteWeea Steel Ills 7MFPAX #S x 1"Ph.FH SMS Stawass Steel 72 X4 107 78X76FPTX #S x 314"Ph.FH SDS Stainless Steel 17 ATTACHED TO 103 30 FRAMEJAMS 27 EGRESS LOCK 1s 37 DETAILS (NOT TO SCALE 39 83 ORO 42 87 OPT.AUTO LOCK 85 •�\\ 45 \, ATTACHED FRAMMEEJAMS 4pptovcd m compltina with Ilk_PMtld B d C+ds FRAME 4 48 10 NOAB ymm1 do Ptod�et Of 82 111G 42 101 e! 18 10 OPT. X4 A 41 47 ® 42 1 OPT.SWEEP LOCK ATTACHED O FRAMEJAMB 80 ORO 15 1070WITH N.VE TECHNOLOGY Fl,34278E 1 INTERIORITERED A D EERIOR 100 (941)-480-1800 FRAME WELDS CERT.OF AM. X29298 e• ••• SCREEN R • • `�t1 ////� evHed f Dote Revtmon: ASSEMBLY • • r: 10ENS� DETAILS • ••• • % :• Revleed Br. Data aevblon: /333�/J�(� No.5070s ' OO 84 • EXTERIOR • • . FRAME • :,T':� I ; EXPLODED WINDOW VIEW J ROSOWSKI I� 1Saw� : : ' .'ASST��I�SIN Y• OR10P HORIZONTAL ROLLER-LM 05!15!15 NOGLASS AND SOME PARTSK)PTIONS NOT SHOWN QiyDRAWItriTOR C4" ••• ••• /�//CSIs/(�•'AL ` /� Sm(ee/tdodeh. Sccio: Sheeh 0row7ng No. Rov: 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. ll!LMNN4LER;A.E' HR-5510 NTS 180E 18 MD-HR5510-01 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-S. P.E.#ba706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 906 0 0 0 ••• 0 0 M IAM I.IJADE MIAMI-DADE COUNTY 011.1 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 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 man ur the expense of such testing and the AHJ may immediately revoke, modify spend the use of such product or rial within their jurisdiction. RER reserves the right to re a this acceptance,if it is determined by Miami Da ounty Product Control Section that this product or material fails to meet the requirements of the applicable buil ' g code. This product is approved as described herein, and has been designed to comply with th Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTI N:Series"HR-710"Aluminum Horizontal Rolling Window-�. APPROV / DOCUMENT: Drawing No. 4127-10, titled "Al riz�tal Roller Window, Impact", sheets 1 thro gl o , ate , with revision F dated 05/14/15,prepared by manufacturer,signed and sealed b ony Lynn Millet;P.E.,bearing the Miami-Dade County Product Control Revision stamp with the No ice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE ACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and folly-*ving statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. .... RENEWAL of this NOA shall be considered after a renewal application has bedn fildd and thL48 has been•••;• no change in the applicable building code negatively affecting the performance of tl►isproduct.. •.•. •. . . . ce...... TERMINATION of this NOA will occur after the expiration date or if there has,;v. r i a revisions. r chan in the materials, use, and/or manufacture of the product or process. Misuse of thtSAX04 as aq endorsemeil of any product, for sales, advertising or any other purposes shall automatically terM hate this 11&�r. Failum ••• to comply with any section of this NOA shall because for termination and removal c 90A. .• . ; 00:00 ADVERTISEMENT: The NOA number receded b the words Miami-D .c un FI of 000000 and • P Y ads. sa tY, 4 followed by the expiration date may be displayed in advertising literature. If Iny poltion of the,NOA y%..;. displayed,then it shall be done in its entirety. •• •• • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufa',.Wer or its • distributors and shall be available for inspection at the job site at the request of the Building Official.• This NOA revises and renews NOA#I1-1114.04 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. M1AMbDADE COUNTY / NO o. 15-0519.09 Expiration Date: Decemb 20L,_21 Approval Date: July 09 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOAAIs No. 07-0815.09 and 06-040S.06) 2. Drawing No. 4127-10,titled"Alum.Horizontal Roller Window, Impact", sheets 1 " through 11 of 11, dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5330,dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 07-0815.09) 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,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4858,dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS,292-94 3)Water Resistance Test,per FBC,TAS 202-14 •• •••• owes** ..4)Large Missile Impact Test per FBC; TAS 204'94` •, 5) Cyclic Wind Pressure Loading per FBC,T4V.101-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 24)2-94 .. . ;••••; along with marked-up drawings and installation diagram of anOX0)(7alum nun` ..... horizontal sliding window,prepared by Fenestration Testing Dory,JA.e Test -•%•• Report No. FTL-4859, dated 03/08/06,signed and sealed by QC do LarEaesslpada, "' • • e . (Submitted under NOA No. 06-0405.06) e •• • goes •sees: • e • ee Manuel P re ,P.E. Product Control AsArniner NOA No. 15-0519.09 Expiration Date: December 21,2021 Approval Date: July 09 2015 E-1 I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis;complying with FBC-5'h Edition (2014),dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated May 16,2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No.FTL-5330,issued by Fenestration Testing Laboratory, Inc.,dated 07/18/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No..FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. 6066 (Submitter)under NOA No. 06-0405.06) .... .•.... ...... .. . ...... G. OTHERS • 1. Notice of Acceptance No. 11-1114.04,issued to PGT Industries j their Spjies. �••••; "HR-710" Aluminum Horizontal Sliding Window -L.M.I., appnwe'd on 02tLdP12 and.... expiring on 12/21/16. 0000•• 0 0 00000 . . . 800660 Man el Pqfek,P.E. Product Control bAminer NOA No. 15-0519.09 Expiration Date: December 21,2021 Approval Date: July 092015 E-2 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. KURARAY BUTACITE PVBINTERLAYER 05,16'LAMI 18"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090"'PVB'INTERLAYER. ar SAFLEX PVBINTERLAYER BY CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED GLASS WITH A.090''PVB"INTERLAYER. EASTMAN CHEMICAL COMPANY C.5118'LAMI CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER. D.7118"LAM(CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A.090"PVB"INTERLAYER. E.7118'LAMI CONSISTING OF(1)LITE OF 3/18'ANNEALED GLASS AND(1)LITE OF 3116'HEAT STRENGTHENED GLASS WITH A.090`"PVB"INTERLAYER. NOA DRAWING MAP F.7118"LAMI CONSISTING OF(2)LITES OF 3118'HEAT STRENGTHENED GLASS WITH A.090""PVB'INTERLAYER. SHEET G.13118'LAMI IG:(1)LITE OF 1/8'OR 3/18"ANNEALED(MIN.)GLASS,5116'OR 318'AIR SPACE AND 5/16"LAMI GENERAL NOTES.............I CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090'"PVB"INTERLAYER. GLAZING DETAILS............2 DESIGN PRESSURES.......3 H.13/18'LAMI IG:(1)LITE OF 1/8"OR 3118"ANNEALED(MIN.)GLASS,6116"OR 3/8"AIR SPACE AND 6/18"LAMI CONSISTING OF(1)LITE OF 118'ANNEALED GLASS AND(1)LITE ELEVATIONS....................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVB"INTERLAYER. VERT.SECTIONS.............5 HORIZ.SECTIONS............5 1.13/18"LAMI IG:(1)LITE OF 1/8"OR 3118"ANNEALED(MIN.)GLASS,6/16"Oft 3/8"AIR SPACE AND 5/18'LAMI PARTS LIST.......................6 CONSISTING OF(2)LITES OF 118'HEAT STRENGTHENED GLASS WITH A.09W"PVB'INTERLAYER. EXTRUSIONS....................7 CORNER DETAIL..............5 J.13N6'LAMI IG:(1)LITE OF 1/8"OR 3/18"ANNEALED(MIN.)GLASS,3/18"OR 114'AIR SPACE AND 7116'LAMI ANCHORAGE....................8-11 CONSISTING OF(2)LITES OF 3119-ANNEALED GLASS WITH A.QW'PVB"INTERLAYER K.13118"LAMI IG:(1)LITE OF 118'OR 3116"ANNEALED(MIN.)GLASS,3116"OR 1/4'AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE OF 3116'HEAT STRENGTHENED GLASS WITH A MW'PVB"INTERLAYER. L.13/16"LAMI IG:(1)LITE OF 1/8'OR 3116"ANNEALED(MIN.)GLASS,3/18"OR 1/4"AIR SPACE AND 7/16'LAMI CONSISTING OF(2)LITES OF 3118'HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER. 2.CONFIGURATIONS:OX XO,XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. pF B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FORANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. PRoDUcr RBVISI3D as.plying.vn aw Florida 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Ilvilding Coda ` .� � � Accepwaca No B"i,atlmt Dato 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. ELCO TEXTRON NOWS ny Al ANSI/AF&PA NDS FOR WOOD CONSTRUCTION M`a Ca ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLIPWTI*VHE REQUIREMENTS OF'&HE F4QRIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY QHURR(CANE ZONE(HVHZ). •• •i •• i i i • • `��p�t\GENS �1//F��11 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPESG-L S14ALI•HAtE A T6iAP�R 1.0.5 SS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. ` •• ••• •• • • • •• ¢!O.56705 _ IC` • ••• • ••• • • ,p ��)S Lk1 6H4/16 Fmwwc 6THED/110N 4 FBCUPDATE • • • • • • • % ATE ib70TE&NOLOCIVO3 GENERAL NOTES 'no•'•. �LO�t\OP• ,,Cj J.J.R.w18/1711jED FBC2a10CODE CHANGE •od. •• • N.V&ICIRF��• 7ss 'i�ES ••• • < ; • • ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �, 5l0�A\. JJP. 820/11 ADDED Kd PT w10FrNOTE: P.O.69X ts29 ar.stoart �. •o tn"ko•a ALI IMWLtII�P.E .D w DYIe NOKOMIS.FL 34274 lrith(y Better F�7t0 NTS s 11 4127•10 F RE-9 a37os F.K. 228I� JJ. 9/13DB ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • "PVB"= KURARAY BUTACITE PVBINTERLAYER 0 or SAFLEX PVB INTERLAYER BY 21 50 21 50 EASTMAN CHEMICAL COMPANY 1/2"NOM. 1/2"NOM. a EXTERIOR INTERIOR 53 GLASS BITS 55 GLASS BITE TALL SECTIONS) 1 51 60,61,62 51 63,64,65 118"A D O EAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB I ERLAY 090 PVB INTERLAYER 118"ANNEAL D OR EAT STRENGTHENED GLASS 311W ANNEALED OR HEAT STRENGTHENED GLASS 6/16'NOM. 7118"LAMINATED 5/16"LAMINATED GLASS 7/16 LAMINATED GLASS 21 50 21 50 112"NOM. 10 NOM. 59 GLASS BITE 59 GLASS BITE 52 52 PRODUCT REVISED 66,67,68,69,70,71 72,73,74,75,76,77 e�dlrwimuoPlorta" Au l.o N415'0 1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASSimUon Del090 PVB INTERLAYER .090 PVB INTERLAYERE1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS y6/16'LAMINATED 7116'LAMINATEDMiem edo 5/16'OR 318'AIR SPACE 3/16'OR 114"AIR SPACE 1/8'OR 3/16"ANNEAL*DeOR*TEMPEREE6GLASS/Dy • • 1/8'or 31W ANNEALED OR TEMPERED GLASS QD 13116"NOM. • • • • • •=i • • 13116"NOM. •• ••• 4§/16"LAMI IG GLASS W/7/16"LAMI a��t......... o, 13/16 LAMI IG GLASS W/5/16"LAM?• • • • • • • • ��aA�..•��ErtsF' .FP •• ••• •• • • • •• Q;• •...fir; NO.58705 QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TlVPESA•i.SHALL IyAVE 0 JWPERED jG.GLoVS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. • • LAL a{y1g aaer6�c REV/3ED INTERLAYER MANUFACTURER• • • • • • • • ° "' STATE • •• •I'm67E8woR1YE FWAOM • GLAZING DETAILS Ute` •.FtoR�u!'.•' d L R.w 'Imw 1a17H1 E MocHAlvoErrlrasrB EEr •�' 'F43C178 T ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ,��,` /c)h1A.. FP & JA 820H1 D ADDED IO CAP TO BE TEMPERED +30FTNOTE P.o.eoxt64 r� �`� NOxOM13,FL34214 1/(�/Mj$�(g,• �•0aib ally N F.F.K �?!2B/OB JJ. 3/19/08 FOt7f0 FUII 2 s 11 4127-10 F REN 5870 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. LWINDOW 112,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE V SMALLER) GLASS WINDOW HEIGHT TYPE 28" 38" 38 318" 48" 60 818" 54" 80" 83" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 .60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 QA,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +58.8 -58.8 +56.2 -66.2 DFpRINSTALLATIONIN A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +65.2 -55.2 +52.3 -52.3 THE HVHZ ABOVE 30 A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 FT GLASS TYPES G- LSHALL HAVE A A,B,G,H +60.0 60.0 +60.0 -80.0 +60.0 60.0 +80.0 60.0 +60.0 80.0 +59.6 -59.5 +53.6 -53.6 +60.9 -50.9 TEMPERED I.G.GLASS CAP.BOTH THE DP 1" C,I +60.0 1 -60.0 AND ANCHOR QUANTITY 1" D,E,F, +75.0 -75.0 UNCHANGED.REMAIN J&L TABLE 2. XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7116" A'B'C' +60.0"75. G,H,ITO 86 7116" DJ.K�' +75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HE TYPE 28" 38" 38 318" 481154" 80" 83" 80" B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -76.0 e" A,B,G,H +75.0 -75.0 +76.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75. 76.0 +75.0 75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +76.0 75.0 +76.0 -75.0 +78.0 -7b.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 .curnuF��lbthoFlorldo 74" A,B,G,H +75.0 75.0 +75.0 -75.0 +76.0 75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 Building I�j•05 201 'ration Date �i7� UP TO 74" C,D,E,F, +76.0 -75.0 By I,J,K,L Mann Product S TYPES:TEST REPORT FTL4858(XOX),FTL4859(OX 8 XO)AND FTL5330 /16"LAMI-(1!8"A,.090,1/8"A) G.13/1r.Ll,Kl1G-1l OR 16"A(MIN.)416"OR 3/8"AIR SPACE,5/16x'LAMI-(1/8"A,.090,1!8"A) B.5/16"LAMI-(1/8'A,.090,118"HS) H.13x,16"LAMI jG-t/j-.Of;3/=6"A.(q[N.2,6/16"OR 318"AIR SPACE,5116"LAMI-(1/8"A,.090,1/8"HS) \`\`o LYNN ft`�� 3/ N 5/16"OR 3/8'AIRSPACE,5/16"LAMI-(1/8"HS,.090,118"HS) ` ..y4 C.5116"LAMI-(1/8"HS,.090,1/8'HS) I. 1311�.LAA��i-Q8"bF;, jE"1;t!Id� .), `��.•��rNSF .F� D.7/16"LAMI-(3/16"A_090,3/16-3116"A) J.13Ad"LAN Wfif'bR 3116.9(NAN.t 9/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3116"A) it E.7116"LAMI-(3/16"A,.090,3/16"HS) K.13/16"LAW IG-118"OR 3116"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3116"A,.0903 3116"HS) - No.5070s F.7116"LAMI-(3116"HS,.090,3116"HS) L.16/16'66WI IG-1/a"OR3/18 A(Mly.),31W OR 1/4"SPACE,7/16-LAMI-(3/16-HS-090,3116-HS) - NJ, LA fi714H8F f10CHNVGETft188HEET • • • • STA • •• •1G N.wgjwo�oOMOrt i DESIGN PRESSURES %p��"..,F<o ?. J.J. 10/17H1 E NO CHANGE 7M SKEET N.vNaxx l3az7a• • R.Wer.IDA* •• • ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ',,ll /a 'I < , JA B20/ti D ADDm GCAPToBE7E powD -wnNom P.0.90xt52B �e m+K ce.+vrb , NOWAg.FL 34274 viably Muer a L Erb h.e �� i W ° WSW h fta7to NTS 3 d 11 4127-10 F jus • • • • • • • • • • ••• • • • ••• • • 27 3/8' 27 3/8' 27 3/8" MAX.DLO 64 6116'MAX.DLO FIXED MAX.DLO MAX.DLO VENT VENT FIXED D D ME B B B B X O X X 0 x— — I85 7/16'MAX.WIDTH I.F.FRAME-► r. 110'MAX.WIDTH I.F.FRAME �I 111"MAX.WIDTH FLANGE FRAME 8 7116"MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 9/16"MAX. 33 9/18"MAX. 1.SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C DLO VENT 63"MAX. SEALANT OR GASKET FLANGE A A I qA FRAMEALL 15 68, CONFIG. 67 3/8' MAX. / / I.F.FRAMEPKODUCT ltEVIsBD Fturida DLO ALL DLO ALL MAX Bdglce•��FIXED VENTSLITES BY MAX.I.F.FRAME0 I X ALL BYCONFIG.• LANGE FRAME "" LYPJN `��Uxa�.L ...,014" ice: • • • • • • • • \•'orENSF •-,'P II i3"MAX.WID AftE •• • • • •• VIEW D-D ;t 74'MAX.WIDTH FLANGE E (FRAME CORNER CONSTRUCTION) No.58705 DETAI -OX OR XD •• ••• • . -n`:� n /h`�l 17 �cu tJ% t/14/18 F NOCHANQE7H13 • • • • • o =� •. STATE OF ;'`a` • •• •IG1o>E o oc�foR• ELEVATIONS :,�`�.'•.oto..... '�Br \�j�; J J 1QH7/11 E NO CHANGEYMSSHEET �3an6 So OI lAl ` ju;wAi7 VA* •r ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ', l E• J.P. awl D NOCNANGETNS SHEET P.OMIS.FL 4 a m� �,� NOKOMIB• sine Visibly Fetter Nt710S 4 d 11 4127-10 F a P.E.M#5870 Py- Ax z2J)!OS dd 323105 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR 37 32 35 22 39 1 22 D q 16 2 13 EXTERIOR INTERIOR JD1 21 MAX.VENT DLO MAX.FIXED DMAX. T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR17 35 32 37 HEIGHT 39 FLANGE FRAME MAX �y VENT �`b'�LJII q DLO 16 MAX. FIXED DLO MAX.FIXED DLO MAX.VENT DLO 43 22 r MAX.WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22 21 41 22 MODDCrMVISED complying with the Mmlds 2 [iuildiug Code Aeceptenm No IS o�14oq 12 24 8 EXTERIOR INTERIOR imfioaDafe 2021 7 12 21 0� eae produeL' 7 EXTEROR •• • • • • IWERI04 600 0 • • • • i•i •• ��.• �yGCNSF ., Q 10 SECTION C-C 42 SILL HEAP ''�: I•lo.ea�os (VERTICAL SECTION,FLANGE FRAME • .(YFRTICAL SECTION,IF.FR&ME) (VERTICAL SECTION,I.F.FRAME) 1S fm • • • • • • • ` %��'• STA 11 OF •�V LM.' a✓1a/1s F nroCHARGETH/SSHEEr i;•_�� SECTIONS �` F XNWIF • ' �" - ALUM.HORIZONTAL ROLLER WINDOW,IMPACT J.a 10/17/11 ElrsNO CHANGE THOSHEET • •• •�OTy IC�F1.9427e• TO• �'f<< l J.P. 8/20/11 D NO CHANGE THIS SHEET P.o.f3Qxt82B t� a� �. m+Fvw — �� t �•• D� dwrde V w NOKOMIS,FL 34274 V/slbly Better fOt710 Heli +5 a 1 T 4?27-10 F A LYREX W7 P.E. F.K. 2l18lOS JJ. 323/08 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1TP7VI DWG N REVI DESCRD'T10N MATL PGl'# rMlOWGIIIREVI DESCRIPTION I MAIL I FGPN - 1 4102 A FLANGEFRAME HEAD 6063-T6AL 612237 66 IGLASSJ 13116"LAMI ICr 118"A(MIN),318"AIR SPACK 5116"LAVH(118-A,.090 PVB,1/8"A) 2 4025 SASH STOP STD. ANTI LIFT CLIP) 6063-T5 AL 612244 67 13116"LAMI IG1/8"A IN.),3/8"AIR SPACE,5116"LAMI(1/8-A,.090 PVB 118"H3 3 #8 X 3/4 PH.PAN HEAD 7834AA 66 13/16"LAMI I0-1/8"A(MIN),318"AIR SPACE,5/16"LAMI(1/8"HS,.090 PVA,118'HS 4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL 69 13116"LAMI 163/16"A(MIN.).5/16"AIR SPACE,5/18'LAMI(ll8"A,.090 PVB,V&A) 6 4136 FI ANGEFRAMESILL 6063-T6 AL 64136 70 13/16"LAMI IG3/16"A IN.),5/16"AIR SPACE,5/16"LAMI(ll8"A,.090PVB,I/8"HS 7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 13116"LAMI lG-Yl6"A(MIN.),5116"AIR SPACE,5/16"LAMI 0/8"HS,.090 PVB,1/8"HS) Qp 8 4131 ROLLER TRACK 6063-TEAL 64131 72 13116"LAMI IGI/VA IN. VfAIRSPACR,7/16"LAMI 3/16"A .090PVB3116"A 8 71248 WEEPHOLECOVFdt PO3-T6A . 71298 73 13/16'LAMI IGll8"A . 1/4'AIR SPACE,7/16"LAMI(3/10'A,.090 3/1191 12 126 ADHESIVE OPEN CELT FOAM PAD 7P71299 74 13/16"LAMI IG-I/8"A(MIN.,U4"AIR SPACE,7116"LAMI(3/16'HS,.090 PVB,3/16'HS 13 4002 A FLANGE FRAME JAMB 6063.T6AL 612225 75 " 13/16"LAMI 10-3116"A(MIN. 3/16„AIR SPACE,7/16"LAMI(3/16-A,.090 PVB,3/16"A) 76 13/16"LAMI IO-3/16"A(MIN.),3/16 AIR SPACE,7/18'LAMI 3/16"A,.090 PVB,3/l8 HS 14 4134 GASKET'FOR MAINFRAMESILLJOWr 74134WIK 77 13/16"LAMI I0-3/16"A(MIN.),3/16"AIR SPAC$7/16"LAMI(3/16"HS,.090 PVB,3/16"HS 15 1155 #8X1.000 QUADPN.SMS 781PQA 90 1014 SCREINFRAMH OR&VAR. 3105-H14AL 16 4110 0 SCREEN ADAPTOR 6063-T5 AL 641100 91 1630 ISCREENCORNERKEYWIRINGS POLYPROP, 17 4054 B FIXED MEETING RAH. 6063HD•T6 AL 64054A 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 19 4066 WSTP..197 X.230,FIN SEAL 64066G 93 1073 SCREEN SPRING ST.ST. 21 4105 ISASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC 22 1683 W STP..250 X.270 BAM FIN SEAL 61683095 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC 23 225-1 lROLLERHOUSING&GUIDE 42112HD 96 SCREEN CLOTH 24 226 IBRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 lHORIZONTALROLLERSASH TOP CUIDE POLYPROP. 44128N 32 4006 D SASH MEMINGRAIL 6063HS-T6AL 64006 2.710 33 1235 WSTP.,.170 X.270BACK,FIN SEAL 67S l6G 35 1 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X.625 PH.FL.SMS 7858 37 4126 SASH SIDE RAIL. 6063-T5 AL 64126 2.624 38 1683 WSTP.,.250 X.270 BACK,FIN SEAL 616830 39 7070 IBUIB WEATHERSTRIP.187 X.275 67070K 082 40 LIFT RAIL COVER CAP 74078"C"LORR 41 4139 I.F.FRAMEHHAD 6063-T6 AL 64139 I.F.FRAME BEAD 42 1 4140 I.F.FRAMESILL 6063-T6 AL 64140 41 #4139,8083-T6 43 4141 I.F.FRAME JAMB 6063-T6AL 64141 50 GLAZING SILICONE,DOW 899,995 OR UIVALENT PRODUCT REVISED $1 1274 VINYL(;{dAZINOBEAD BULB CK GII247W,K mmmplyingwiththoFlwlde 52 127_5 VINYL GLAZINGBEAD BULB 6TP248K 2.784 E"ildiw.N -0 5' OR 53 4039 B GLAZINGBEAD-5/16" 6063-TS AL 64039B Butratmm at Iceli Data 54 4044 B GLAZINGBEAD-5110'W/GRILLKIT 6063-T5 AL 644703 .062 3.152 rBiyy i Frodua 55 4272 A GLAZINGBEAD-7/16" 6063-T5 AL 64222 56 985 C GIA2INOBEAD-7/16"W/GRILLKIT 6063-T5 AL 6985 '1.988 59 4067 CLAZIN0BEAD-13116" 6063-T5 AL 64067 60 GLASS 5/16"LAMI 1/8"A_090 PVB,1/R"A • • . • • •• 48 I.F.FRAME JAMB ". y t1.YNN in 61 " 5110'LAMI(1/8"A,.090 PVB, $ • •• • • • • • N4141,6083T8 ��` O�� <! 62 5/10'LAMI(1/8"HS,.090 PVB 8"4IS • • • • • • • • 2 63 " 7/16"LAMI(3/16"A_090 PVB,3110'A - i; 2.710 �":• No.SU%OS 64 7/16"LAMI(3/16'A,.090 PVB3/16"HS) I.F.FRAME 65 MI 7/16"LAM HS,.090P "3/1 S O #4140,8083-Te ''c1.'• 115 ttr, '. PARTS LIST LM. 6H4H6 F NO CHANOE771r38HEir • • T Fto. ... 1070C11-mo-If AN0 1tIVE ; •... J.J. !0/i7/11 E NO CHANQB7H(68HEET • •• • • • tr �t1•••' C� t� •• • ••• • 1I°E' L ALUM.HORIZONTAL ROLLER WINDOW,IMPACT /C1t! J.R. d2Vf4 D AOQEa• rAL•TOQLA8S7YPE8 P!o.soxiag a� mre iE..rorra a" NDKOMIS,R 34274 V/r(b(f Bet7er A LYNN M�.I.ER P.E. F.F.X W8roe ✓J � rnzso NTS 8 11 4127-ao F P•FF58M • • • • • • • • • • • •• •• • • • •• •• r1.513-1 1 040 .062 � 1.187 .738 t+ _ 3. 52 1.4431 1. 73 06 O SASH STOP COVER .==r �1113I T� .06 3. 90 4 #4053,6063-T5 1.'(22 11______Imo-2.710—►I O FLANGE FRAME HEAD O O I -27aa� FLANGE FRAME SILL FRAME SILL ADAPTER r #4102A.8063-T6 #4136,8U83.T6 #4137.6063•T6 1.363 �7— i O FLANGE FRAME JAMB 061 1.18,7 062 13 #4002A,6063-T6 J1-- ASO �1� 43� 1.48 I 1.403- O O5 O HORIZ#ROLLER 6063-TO � � SASH TRACK 17 FIXED MEETING RAIL #4025,606 •062 2.179 082 2. 28 .050 1. 87 �3 � 1. 9.0 �� I .878 �-3494 —"1 1.081 tom- 281 } 1.096- 1�---•I PRODUCT'REVISED O SASH TOP&BOTTOM RAIL O SASH MTG.RAIL O SASH SIDE RAIL GLAZING BEAD,5/16° es�llidlog ingwil6T}reRbrtdfl 53#4133,6063-T5 32 #4008D,0063HS•78 37 #4128,8063-T5 #40398,6063-T5retion Oate I 0.050 I � Miu+ni P�oduU i .678 �T 878 0 Pn� 876 663 .050 050 •• ••• 45�1 ,� "Il$"�l�I I ' 1.096-�+—►{ • • i • •'�i ••• 1.1151 II�"t�1.097 • • n `\ ��ONY LYNN 41/� 54 GLAZING BEAD,5/16° •• 5g Gi•UAG SE4Q Z/16` 56 GLAZING BEAD,7116" 59 GLAZING BEAD,13/1 W 4222 !80 -T& • #986C,6063T5 #4067,6063•T5 #40448,6063-T5 •• • • Pi •85 • •• (USED W/GRILL KIT) (USED W/GRILL KIT) p}o.58705 • ••• ••• 0 ao �l'• ISIU` LAL 0015 F No CHANGE THIS8HE2T • • •Rrm or • a7o'ryC}•OVOIQGr�RNE _ EXTRUSI coRtD�.•' \ J.J. 10/17N1 E NO CHANGE • •• • • • '+"•Q+'��'' '� �� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �'� ON& JR 810H1 O NO CHANGE THIS SHEET P.O.BOX 1929 la—w- 0—Hr —w-0—r Vk NOKOT d.FL3W4 llitlbly Be[fer HR7f0 Half 1 7 4127-10 F P.E.#58789 FIG ?!18/08 J.J. 923/06 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES,XOX(114-112-114 WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,1 GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE2,3,WOOD Z CONC 1,CONC $3,WOOD 2,CONC 1,CONC 1-1/4'ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-012 STEEL SCREWS(G5) &SLISSTRATE ZONES I ZONES ZONES ZONES ZONES ZONES Q � rn 0002.GLASS TYPES: FOR INSTALLATION IN THE FIVHZ ABOVE 30 WINDOW 8128 HEAD&SILL 9 HEAD&SILL HEAD&SILL § HEAD&SILL I HEAD&SILL g HEAD&SILL A.5/16-LAMI-(1/8"A,.090.1/8"A) FT,GLASS TYPES G-L SHALL HAVE A W V ' 91 :4 ' B.6118'LAMI-(1/8'A,.090,18'HS) C.5/18°LAMI-(1/6"HS,.090,1/8'HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.128 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+1 2 D.7/16°LAMI-(3/18"A,.090,3/16°A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1 1+C2+1+02+1 3 1+C2+1+C2+1 311+02+1+C2+1 3 1+02+1+C2+1 3 E.7/16"LAMI-(3/16'A,.090,3116°HS) 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 311+02+1+C2+1 311+02+1+C2+1 3 1+02+1+C2+1 3 F'7/18°LAMI-(3118"HS..090,3/18°HS) G.13/16°LAM]IG-1/8'OR 311W A(MIN.),5/18'OR 3/8"SPACE,5/16°LAMI-(1/8"A,.090,1/8"A) 54.000 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 311+02+1+C2+1 3 H.13/16°LAM]IG-1/8"OR 3116'A(MIN.),6/16'OR 318"SPACE,6/16°LAMI-(1/8°A,.090,1/8-HS) 60.000 1+02+1+02+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1. 13/18'LAMI IG-1/8"OR 3116"A(MIN.),6/16"OR 316"SPACE,6116'LAM]-(118°HS,.090,1/8-HS) J.13116"LAMI IG-1/8"OR 3116"A(MIN.),3116"OR 1/4°SPACE,7/18°LAM]-(3116'A,.090,3116"A) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 311+02+1+C2+1 3 1+02+1+02+1 311+02+1+C2+1 3 1+03+1+03+1 31 K.13/16"LAMI IG-1/8"OR 3116°A(MIN.),3/16'OR 1/4"SPACE,7H6'LAM[-(3116'A,.090, 80.000x 38.378 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 21 L. 13118°LAMI IG-1/8'OR 3116'A(MIN.),3118"OR 1/4°SPACE,7/16"LAMI-(3116'HS,.000,3116'HS) 48.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+02+2+C2+1 313.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.626 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 311+02+1+C2+1 3 1+02+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN.GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3.1+02+1+C2+1 3 1+02+1+02+1 3 1+02+2+C2+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+C2+1+02+1 3 1+C2+1+02+1 3 1+02+1+02+1 311+02+1+02+1 3 1+C2+1+C2+1 3 1+C3+2+03+1 3 3/4'MAX.FROM CORNERS. JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. 63.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1 1+C2+1+02+1 3 1+C2+1+C2+1 311+02+1+02+1 3 1+03+2+03+1 3 TABLE KEY. 74.DDDx 38.376 1+C2+2+G2+1 2 1+C2+1+02+1 2 1 1+C2+2+02+1 2 1 1+C2+2+02+1 211+C2+2+02+1 2 1+C2+2+C2+1 2 X O X 48.000 1+C2+2+02+1 3 1+C2+1+02+1 31 1+C2+2+C2+1 311+02+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+G3+4+C3+1 3 -ANCHOR QUANTITY PER JAMS 60.628 1+C2+2+02+1 3 1+C2+1+C2+1 3 1+C2+2+02+1 311+C2+2+02+1 3 1+C2+2+02+1 3 1+02+2+01+1 3 HEAD AND SILL ANCHOR QUANTITY. 64.000 1+02+2+02+1 3 1+C2+1+02+1 3 1+C2+2+02+1 3 1+02+2+C2+1 3 1+C2+2+02+1 3 1+C3+2+03+1 3 A CLUSTER OF(3)ANCHORS CENTERED 60.000 1+C2+2+C2+1 3 1+C2+1+02+1 3 1+C2+2+02+1 311+02+2+02+1 3 1+C2+2+02+1 3 1+C3+2+03+1 3 AT EACH MEETING RAIL PLUS ANCHOR AT EACH OPERABLE VENT ENT 63.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+03+2+03+1 31 1+C3+2+C3+1 3 1+02+2+C2+1 3 1+03+2+03+1 3 PLUS(4)ANCHORS AT FIXED SECTION. 84.ODox 38.376 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 2 11+C2+2+02+1 2 11+C2+2+C2+1 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+02+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3°MIN.O.C.ANCHOR SPACING) 60.628 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+02+2+02+1 3 1+C2+2+02+1 311+02+2+02+1 3 1+C3+3+C3+1 3 64.000 1+C2+2+C2+1 3 1tC2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+04+3+C4+1 3 25 3/4'max. 11 1 -•1{--3"MIN. 60.000 1+02+2+C2+1 3 1+C2+2+C2+1 3.1+03+2+03+1 3 1+03+2+C3+1 3 1+C2+2+C2+1 3 1+04+3+04+1 3 - 63.0001+02+2+C2+1 3 1+C2+2+C2+1 311+03+2+03+1 3 1+C3+2+C3+1 3 1+02+2+02+1 3 1+04+3+C4+1 3 9"RPRODUCT REVISED EF. X O X 106.376x 38.376 1+G2+2+02+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 211+02+3+C2+1 2 1+02+4+C2+1 2 escomplyiagwithlha Flo$dx 13oilding Cada 48.000 1+C2+3+C2+1 3 1+C2+2+02+1 3 1+C3+3+03+1 3 1+C3+3+C3+1 3 1+02+3+02+1 3 1+C3+4+G4+1 3 MTG.RAIL,TYP. Acceptanw No O Iq.�2, 80.628 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+03+3+C3+1 3 1 1+C3+3+03+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 64.000 1+C3+3+C3+1 3 1+C2+2+02+1 3 1+C3+3+C3+1 3 1+03+3+C3+1 3 1+03+3+C3+1 311+C4+4+04+1 3 (SHOWN IN TABLE KEY ABOVE) Ry Mteml ada uct 60.000 1+C3+3+03+1 3 1+C2+2+C2+1 311+04+3+C4+1 3.1+04+3+C4+1 4 1+C3+3+C3+1 3 1+04+4+04+1 3 63.000 1+03+3+C3+1 3 1+C2+2+02+1 3 1+C4+3+04+1 311+04+3+C4+1 4 1+C4+3+C4+1 3 1+CS+4+C6+1 3 25 3/4'MAX' 111.000x 38.376 1+C2+3+02+1 2 1+C2+2+C2+1 2 14M+34M411 1+442+3+52+1 • 1402+3100+1 211+02+4+C2+1 2 1 112'TYP jJ� �If3°MIN. I t 48.00D 1+C2+3+02+1 3 1+C2+2+02+1 3 +C3+3+C3,M 3 J*03+3µC3.1 8 1iC24A+C2+1 3 1+03+4+C3+1 3 9•REF X O X 1I1YNtVp'/��.,��/ 50.625 1+C2+3+C2+1 3 1+C2+2+02+1 3 1+08+3+03-M 1+Q3 t7t+03t+1 11103+3+C�+1 31+03+4+C3+1 3 �e�,.•'��GFM.S/:'•,�Q Q: 64.000 1+C3+3+03+1 3 1+C2+2+02+1 3 1+C3+3+C3+1 31 T+-03+3+B3+1 3 1+03 C3+1 3 1+C4+4+04+1 3 ' �i'' No.58705 60.000 1+C3+3+03+1 3 1+C2+2+02+1 3 1+04+3+04+1 3 1+04+3+C4+1 4 1+C3+3+C3+1 3 1+04+4+C4+1 3 MTG.PAIL,TYP. 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 4 1+OA*%04+1 3 1+04+3+"+1 411+q,443+C4 1 3 1+08+4+CS+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS W14118 -T� lS f� Lu. FNOCIVIMETHiSBHE OWN 'F L•l • • • • • • • • (� STA e I 1 L , n7or�l�•+,� � � ANCHORAGE 1/41/2-1/4 ;��``�f,.F��h�flp,.•'�1�: J.J. IM17/11 E NOCHANGETH/SSHEET • •• • . • t4•VEIVE.V.34W6 • ALUM.HORIZONTAL ROLLER WINDOW IMPACT �,`,�ON>•1.G. N20/fi D ADDED/O CAP TO BE7EMPERED +30FTN07E N�xohns,Fl.a&az74 Vlrt Better °rte �` 1 °1w0a` id"` 0.L/YNl1h.�LL .P.E. FJG a. HR710 NTS 8 s 11 4127-1D F P.E.9U705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTI71E8 XOX 113-113-113 WINDOWS TABLE 5 NOTES: . GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,IAK,L ANCHOR TYPE 2,3,WOOD 2,CONIC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1.ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) p(a rn to N 2.GLASS TYPES: pp WINDOW SIZE HEAD&SILL III HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL A.5/18'LAW-(1/B"A,.D90,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 ryy v l 1 1 1 B.5/18"LAM_-(1/8"A,.090,118'HS) FT.GLASS TYPES G-L SHALL HAVE A 48.000 x 38.376 1+02+1+102+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+102+1+02+1 2 1+C2+1+02+1 2 C.5/18"LAMI-(1B'HS,.090,1 V HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+102+1+102+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+102+1 3 1+102+1+CZ+1 3 1+C2+1+C2+1 3 D.7118"LAMI-(3118°A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. 80.826 1+102+1+C2+1 3 1+C2+1+102+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E.7/18"LAMI-(3/16"A,.090,3/18"HS) F.7118°LAMI-(3/18"HS,.090,3118"HS) 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+102+1+C2+1 3 14020+02+113 1+C2+1+C2+1 3 G.13/18"LAMI IG-1/8"OR 3/18"A(MIN.),5116"OR 3/8"SPACE,5118'LAMI-(Ila-A..090,1/8•A) 60.000 1+C2+1+01+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 H.13/18'LAMI IG-1/B"OR 3116"A(MIN.),5/18"OR 3/8"SPACE,5/18"LAMI-(1/8-A..090.118'HS) I. 13116"LAMI IG-1/8"OR 3118"A(MIN.),5118"OR 3/8'SPACE,6/18'LAMI-(1/8'HS,.090,1/8"HS) 83.000 I+C2+1+C2+1 j 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+102+1 3 1+C2+1+C2+1 311+03+1+03+11 3 J.13118'LAMI IG-1/8"OR 3/18"A(MIN.),3118"OR 1/4'SPACE,7116"LAMI-(3118"A,.090,3/16'A) 63.126x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 K.13116"LAMI IG-118"OR 3116"A(MIN.),3/18'OR 1/4"SPACE,7118"LAMI-(3118'A,.090,3116"HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+102+1+02+1 3 1+02+1+C2+1 3 L. 13118"LAMI IG-1/8"OR Will'A(MIN.),3118"OR 1W SPACE,7116"LAM1-(3/18'HS,.090,3/16"HS) 50.625 1+102+1+102+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 311+02+1+02+1 3 1+102+1+102+1 3 1+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1+02+1+102+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+102+1+02+1 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+,02+1+02+1 3 1+C2+1+C2+t 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+02+1+02+1 3 1+C2+1+102+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 HEAD&SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.378 1+102+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+102+1 2 1+02+1+1020 2 1+02+1+C2+1 2 1+102+1+C2+1 2 253/4"MAX.FROM CORNERS JAMBS: 9'MAX.FROM CORNERS AND 221/2"MAX.O.C. 48.000 1+02+1+C2+1 3 1+102+1+C1+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+102+1 3 1+C2+1+02+1 3 TABLE KEY: 50.625 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+I+C2+4 3 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 X O X 54.000 1+02+1+C2+11311+02+1+02+1 3 1+102+1+102+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C3+1+03+1 3 1+C3+1+C3+1 3 +-ANCHOR QUANTITY PER JAMB 80.000 1+102+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 7+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+102+1+C2+1 3 1+011+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 I+C2+1+C2+1 3 1+C3+1+03+1 3 HEAD AND SILL ANCHOR QUANTITIES 66.000 x 38.375 1+102+1+C2+1 2 1+102+1+C2+1 211+02+1+02+1 211+02+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 A CLUSTER E IN ANCHORS CENTERED ON EACH MEETING RAIL PLUS(1) 48.000 1+C2+1+C2+1 3 1402+1+C2+1 3 1+102+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+102+1+02+1 3 ANCHOR AT EACH OPERABLE VENT 60.625 1+02+1+102+1 3 1+C2+1+C2+1 3 1+02+1+02+I 311+02+1+02+1 3 1+C2+1+C2+1 3 I+C3+1+C3+1 3 PLUS(1)ANCHORS AT FIXED SECTION. 64.000 1+C2+1+102+1 3 1+C2+1+C2+1 3 1+102+1+02+1 311+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL 60.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+102+1+02+1 311+03+1+C3+1 3 1+02+1+C2+1 3 1+C3+1+C1+1 3 (3"MIN.O.C.ANCHOR SPACING) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 311+03+1+03+1 3 1+02+1+01+1 3 1+C3+1+03+1 3 74.0DOx 38.375 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C1+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+102+1 2 1+62+1+02+1 2 26 3/4"MAX. 48.000 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+102+1+C2+1 3,1+03+1+03+1 3 I ►��3'MIN. 60.618 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 I+C3+1+03+1 3 L 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 311+02+1+C2+1 3 1+102+1+C2+1 3 1+02+1+02+1 3 1+C3+1+C3+1 3 9"REF. X O X 80.060 1+C2+1+102+1 3 1+102+1+02+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 311+02+1+C2+1 3 1+03+1+C3+1 3 T PRODUCERwithREVISED m�NY�e with ure Flontae 630DO 1+102+1+02+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+C3+1403+1 311+02+1+02+1 3 1+C3+1+C3+1 3 Building Code 84AOOx 38.376 1+02+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 211+02+1+C2+113 1402+1+02+1 2 1+C2+1+C2+1 2 MA RAIL,CLTYPftkaAm lionAmplaricNo IL( 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+102+1 3 1+C2+1+C2+1 3 1402+1+C2+1 3 1+03+1+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS kation Dela 80.626 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 311+02+1+02+1 3 1+02+1+02+1 3 1+103+1+03+1 3 (SHOWN IN TABLE KEY ABOVE) °7 %1 NoduaOno 64.00D 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+I+C3+1 311+03+1+C3+1 3 1+C2+1+C2+1 3 1403+1+C3+1 3 ' 60.000 1+C2+1+102+1 3 1+C2+1+C2+1 3 1+03+1+103+1 3 1+03+1+C3+1 4 1+03+1+C3+1 3 1+C3+1+C3+1 3 25 3/4"MAX. 63.000 1+103+1+C3+1 3 1+C2+1+C2+1 3 1+Q3t1+93! CYN 031►1 3 1+04+1+0441 4 F-�3•M3*+CSN+ 4 1+03+1+ 1 1"M INN.. � ��11111 i 1 88.437x 38.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 I*C2+1+C2+ 2 1 1+;,2 3 1+42+1=0 2 1+C2+1+C2+1 2 L `ON(�_ 11!/�� 46.000 t+102+1+C2+1 3 1+102+1+02+1 3 1 1+C 3 + +1�At:24R 3 *620+1112+113 1+03+1+03+1 3 9�REF' X O X 60.826 1+102+1+10211 3 7+102+1+102+1 3 *82+1+02! 3 I4(*+1+C&+t 1 +1062+1 3 1+03+1+C3+1 3 I/ � �' it 64.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 1+C3+1+03+1 3 1+02+1+02+1 3 1+03+1+C3+1 3 hIo.58705 60.000 1+102+1+C2+1 3 1+C2+1+C2+1 3 1+C3+I+03+1 3 1+423+1+03+1 4 1+C3+1+03+1 3 1+C4+1+C4+1 4 MTG.RAIL,TYP. EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS 63.0 1+03+1+03+1 3 1+102+1+01+1 1+C31+i1>Ki+t 3 1•C3+tiQ6YI 4 1+CF1+103+ 3 1+104+1+04+1 4 7�2�►f 111 , K 1 • • • •R.ww _ P T ANCHORAQESPACING XOX 1/3-1/3-1�3 FcoTRlo �J LK 6�f4H6 F NOCWWGETH188HEET • • • • • • • • . , .......... "° • •• • • • w s '� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �,�'� �� ` J.J. fOH7/f1 E NO CHANGE THIS SHEET J.R. 8Pt0/1f D ADDEDXdf:APTORE TEMPERED +30FTNO7E P.o.eoxIa�Zs a a„> NOKOMIB.FL34714 $gtrer A LYNN MILLER P.E. K v18ro6 JJ. X08 i�&1* HR�fo NTS 9 d 11 4127-10 F P.E.W 88M • • • • • • • • • • • •• •• • • • •• •• ANCHOR QUAN11MES,XO&OX MDOWS TABLE 6 NOTES: GLASS TYPVS A B ,H GLASS TYPES C,D,E,F,I,J,K,L 1. M R TYPES: ANCHOR TYPE 2,3,WOOD 2,CORU ,3,WOOD 2,CONC 1,CONC 1-1/4°ELCO TAPCO 2-1/4°ELCO SS4 CRETE-FLEX 3412 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES O ES ZONES ZONES ZONES 2 G TYPES: A 5/ "LAMI-(1/8'A,.090,1/8"A) A FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE to to fA to fA fA /18+LAMI-(118'A,.090,18"HS) FT,GLASS TYPES G•L SHALL HAVE A V = °0 =e0 =°6 ' =00 ' "0 ' _ °0 ' C.5116'LAMI-(V8'HS,.090,IV HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37,000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D.7118 LAM[-(3118"A,.090,3116-A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7118"LAM[-(3/16"A,.090.3/16-HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7/18'LAM[-(3f18"HS,.090,3/1(r HS) 50.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G.13118"LAMI IG-1/8"OR 3116"A(MIN.),5118'OR 3/8"SPACE,5118"LAMI-(118°A,.090,1/8'A) H.13/16"LAMI IG-1/8"OR 3116'A(MIN.),5/18'OR 318"SPACE,5118'LAMI-(118"A,.090,1/8'HS) 54.000 1+02+1 3 1+102+1 3 1 1+C2+1 3 1+C2+1 3 1+C2+13 11+C2+1 3 1. 13116°LAMI IG-118°OR 3118'A(MIN.),6116'OR 3/8"SPACE,5116'LAMI-(1/8'HS,.090,1/$-HS) 60.000 1+C2+1 3 1+C2+9 3 1+C3+1 3 1402+1 3 1402+1 3 i+C3+1 3 J.13116"LAMI IG-1/8'OR 3/18"A(MIN.),3/18°OR 1/4'SPACE,7/16"LAMI-(3118"A,.090,3H8"A) K.13116"LAM[IG-11W OR 3118"A(MIN.),3/16'OR 1/4'SPACE,7/16'LAMI-(3/16'A,.090,311('HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 11+C3+1 3 L. 13116"LAMI IG-118'OR 3118'A(MIN.),3116"OR 1/4'SPACE,7116"LAMI-(3116'HS,.090,3H8'HS) 48.000 It 38.375 1+C2+1 2 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48,000 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD 8 SILL' 101/2'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+03+1 3 18 314"MAX FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: 9'MAX.FROM CORNERS AND 221/2"MAX.O.C. 63. 1+03+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY, 0 X ,12 38.3 1+C2+1 2 1+C2+1 Z 2 1+C2+1 2 1+C2+1 2 1+02+1 2 2+C3+23 ]-ANCHOR QUANTITY PER JAMB 1+C2+1 3 1+C2+1 3 1+ + 1+C2+1 3 1+C2+1 3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 C3+1 3 1+02+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF(3)ANCHORS 54.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION.(7) I ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3'MIN.O.C.ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 18 314"MAX. 54.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1_1 -- 11- 3'MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 9"REF 63.000 1+C3+1 4 1+C3+1 3 2+C4+2j 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 x PRODUCr REVISED 66.000 X 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 as complying wi,h Ure FlwWa MTG.RAIL Bwldxig Code 48.000 2+C2+2 4 1+C2+1 3 2+03+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 Accnplencallol6-O 50.625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W!QTY.OF(3)ANCHORS B in ionDeta 54,000 2+C3+2 4 1+C2+1 3 2+03+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) A4iem °Pma�l 60,000 2403+2 4 1+C3+1 3 2+04+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 63.000 1+q+1 4 1+C3+1 3 2V44C3+2 4 1+C3+1 j 3 2+C4+2 4 18 314'MAX 1 1/2'TYP. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 ®2+2 3 @+OR+2•Z 2+C2+2 3 I-�-3'MIN. 46.000 2+C3+2 4 2+C2+2 3 2Q3 + + 3 2+C3+2 4 \�� O��I LYfdAt50.625 2+C3+2 4 2+C2+2 3 23 +2 3 2+C3+2 4 'REF. X v54.000 2+C3+2 4 2+C3+2 3 2 +2 4 + + 3 2+04+2 4 MTG.RAIL _ ; No.5870560.000 2+C3+2 4 1+C3+1 3 2G3+2 5 2+C3+2 3 2+04+2 463.000 2+G3+2 4 1+G3+1 2 +C4+ 2+C3+21 4 2+C4+2 5 EXAMPLE CLUSTER W!QTY.OF(4)ANCHORS 7 mpg,; R • • • • • • ! " ��(�'•, SfATw t.ibt 6H411B F NOCf"69VMS SH�T • • • •• • ,nT�?��o � � � ANCHORAGE SPACING,OXANOXO WINDOWS :T�,'••.F<oraOP.•• �,` J.J. 10/1TH1 E NO CHANGE THIS SHEET• •• • • ��"9l' �i' ,��(9•. ,,. . ••• • cE B _ ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ''�,`,'/ONA1- JJL 820/11 D ADDED IO CAP TOBETEWERE01+30FTHOtE PO•Box I% a,e a,ec a� m+K ndnu� �* 0.LrNI•I�I�KP.E Aeen�Ede OrYe NOKOMIB,FL 34474 vvrbty Better HM10 NTS 10 d 11 4127 10 F REI68709 FJC ?2B1� J J. 929/08 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IN.E.D.TYP. NOTES: MIN,3.4 KSI 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED 1/4"ELCO CONCRET 1"MIN.EDGE NOTE 3 1 3/8" TAPCONS EMBEDED 13/8"MIN.OR 1/4"S84 CRETE-FLEX EMBEDED 13/4°MIN..MINIMUM DISTANCE FROM '•, MIN. ANCHOR TO CONCRETE EDGE IS 13/4. FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 1 1x * " '• a• 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1/4"SS4 CRETE-FLEX WITH U, K, #12 TRIMFIT HEAD. OTE 3 �[ I - 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4" T 1/4• T © THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX.J MAX.J CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ONCRETE WOOD NCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OTE 1 DETAIL A NOTE 2 DETAIL B OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A NGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1/4" 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER MAX DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. SHIM 1 3/8' 1/4"MAX.SHIM 1 1/4 MIN. (1.5 KSI C v OR 2-112"MIN.EMBEDMENT PER NOTE 1 (3.4 KSI CONCR ) WOOD NCRETE ANCHOR, ANCHOR, NOTE 2 NOTE 1 , 13/4' aEXTE OR INTERIOR "MIN.EDGE i�PIE °• MIN.E.D (HEAD&SILL ETAILS A,B,C,D, &H) .. .. TYP. , 2x WOOD BUCK,NOTE03 1x W D BUCK,NOTE 3 SEE NAILING I IOR 5/8°MIN.EDGE DETAIL E DETAIL F (JAMB AILS E.F&1) TYPICAL FLANGE FRAME JAM CTIONS EXTERIORlu 5/3"MIN. CONCRETE WOOD DETAIL H (HEAD) ANCHOR, ANCHOR, NOTE NOTE 2 NAILING .131 DUI.MIN,x 21/2"NAIL AT CORNERS AND 5"O.C. nn PRODUCT RMSF.O TYPICAL DETAILS G,H&I. U ns mmp,yin®wish dw FWda Acc dcpl�nnce No)r7-�"�"j( " MAX ire,ion DuW SHIM SHIM ^� SEE i"MIN.EDGE _—... MDude P/odac, ..i.. � NOTE 1 1318" NAILING ' MIN. °• • •• • • • • • • „tlll„ • 1 3/4"MIN. ' ' ••0 i 0 i 0 o 2-112"MIN. SEE NAILING \�o DAY LYNN Rg/! //iii MIN.3.4 S E.D.TYP. .• 1e!„�,E} • • • • ••• • o �`�Si��.'�tGENSC'•ee COD WI' i • • • • • • ; CONCRE DETAIL C BUCK, DETAILod ••• •• 2-1R”MINI EIVISE101 _.Y NOTE 3 DETAIL G(SILL) DETAIL I(JAMB) . rm.58705 TYPICAL FLANGE FRAME SILL SECTIONS ••• •.. TYPICAL INTEGRAL FIN FRAME SECTIONS o Gt IS 7?'. wrser�: nmmc • • • • • oo..,ou� CJ S ATE F uy �m1m1 E NOCeEHANQETHISSHE NO7ETDUJCXUDE@M • ' ,o��TEci«OLom= ' � ANCHORAGE DETAILS '.,C`SS�oR�n Cr�G`� • •• N.VIINIMFL30 so ,. 000 • _... ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ,� NI\1 JR BPdfl/iI D NOCHANOEMISSHM P.O.BOx,m ®„t •, ,� m.a.a o� Noxohus,FL 34274 Vtstby Beene. wey,o Heli 11 d 11 4127-f 0 F a L a WM pl. FJG 228/08 J.J. 323/ • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • 090 • • MIAMI- MIAMI DADS COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street;Rom 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govieconomy 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 AFU (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 AM may immediately revoke, modify, or suspend the use of such product o a wiatw[thin tk6ir ju ' ' R reserves the right to revoke this acceptance, if it is determined b a County Product Control Section that this product or material fails to meet the requirements a applicable building code. This pr tis approved as described herein,and has been designed to comply with the Florida Building Code, inclu ' the High Velocity Hurricane Zone. DESCRIPTION: Series-FD-101-Aluminum French Doors w/wo Sidelites—L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev E,titled"Alum. French Door&S. liter,Impact",sheets 1 through 1 dated 04/04/2012 and last revised on 05/29215, prepared by 1? ustries, signed and sealed by Anthony Lynn Miller, P. theBade-Eaunty-Proucd-t 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 •• ••6 00 Limitations: • •• 666 .. 0. 0 6009.. 1. Use of Table 1,require full length reinforcements(item#22)for OX,XO,XXO,03tKq�0 and OXXO. The...: • :90.0 6 . lower design pressure from X,XX door or 0 (sidelite) shall control. 6666 . ..• 6666. 2. All laminated glazing options(glass types,A,B, C,D&E)must have 3/16"HS glaa&auinterior:ide. ; .•; • • 3. A"Elco Ultracon(former Tapeon)to be 4"OC into Cone. and 6"into CMU(jambs •• •• •• 69090-6 4. Unlisted missing items#68, 69,75-89 and 100-102 in Bill of Material are not part tar fi$ptovals a • 5. Applicable Egress requirement to be reviewed by Building official. so 666.. 66 069699 LABELING:Each unit shall bear a permanent label with the manufacturer's name or loffior,'bilJ,sta;c w d series fid•• following statement: "Miami-Dade County Product Control Approved",noted herein. •.9 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 ofthis 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#12-0516.02 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chauda,P.E. qMIAMMECOMUNW NOA No. ]5-45211.24 Expi : October 19Approval Date: July 23,2015 Pagel 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#listed below) 2. Drawing No. 110054 Rev E,titled"Alum. French Door&Sidelites, Impact",sheets 1 through 10 of 10,dated 04/04/2012 and last revised on 05/29215,prepared by PGT Industries,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS (Submitted under files It 12-0516.02/#11-1013.22) 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 fixed sidelite(0)wl insulated laminated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)FTL- 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P.E. 2) Test report on 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94 Along with marked-up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc.,Test Reports No FTL-5212, dated 35/05/2007, signed and sealed by Carlos S.Rionda,P. E ." . . .... ...... C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/22/15,ounplyinng with FB,,-O•• 214(5th Edition), prepared by PGT, signed and sealed by Lynn Mill&r,•P� ;•• :"": 2. Glazing complies w/ASTME-1300-02, 04&-09. 0 . • ••••• . . so ...... . ..... D. QUALITY ASSURANCE 6' " so ""'• 1. Miami Dade Department of Regulatory and Economic Resource/(RE$). ; E. MATERIAL CERTIFICATIONS 9 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours& Co.:V . for their "DuPont Butacite®PVB Interlayer", expiring on 12/11/2016. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their"Saflex(clear& color) interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5'edition)and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER I. This NOA revises NOA# 12-0516.042, expiring 10/18/17. 2. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon,P.E. 1�7��4 l •l.0 K,u� Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 15-0516.02 Expiration Date: October 18,2017 Approval Date: July 23,2015 E-1 NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) "1k1°W'"w""6" 1 AWING OPTIONS: �M•1C-OSZd Z4 8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFL.EX/KEEPSAFE MAXIMUM It'll PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. M' (^ 1e B.3/8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE ML•i as MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. C.7116"LAM]NOM.(.465')CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. D.7/16"LAM[NOM.(.465")CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXlKEEPSAFE S2 04 W MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. NOA DRAWING MAP o U I E.13/18"LAM[10 NOM.(.840")CONSISTING OF(1)LITE OF 3116"TEMPERED GLASS,1/4"AIRSPACE,(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3118°HEAT STRENGTHENED GLASS. TOPIC SHEET 0 0 0¢. 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. GENERAL NOTES............ 1 O A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. — n ®B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. GLAZICONFNG DETAIL S...........1 OC 10 o 3.CONFIGURATIONS:X,O,XX X0,OX,XXO,OXX,OXO,AND OXXO. GLAZWG DETAILS........... 1 N ——— —— DESIGN PRESSURES...... 2 LLI 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL 0 h SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 pp J REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 1 J W HORIZ.SECTIONS........... b �} Q 9 o 5.SHUTTERS ARE NOT REQUIRED. r PARTS LIST................... h N... 6 W 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7.REFERENCES: EXTRUSIONS................... 6,7 tV a� *a �O ANCHORAGE.................... Z 8-10 O 0! .- ®TEST REPORTS FTL-4964,5212&6864;ELCO ULTRACON NOA'S:;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM O DESIGN MANUAL. O Z O U) 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY Z HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS W 4 g 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED C7 U A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENEDd G] Z B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM Tp.=TEMPERED m u7 Z It w r TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. } Q U- o 93 93 91 civ O ? o W �Z � 30 30 30 90R 73 1/2"GLASS BITE 73 1/2"GLASS BITE 74 1/2"GLASS BITE a Xa EXTERIOR EXTERIOR EXTERIOR ]o�•a o a 94 a d94 U 1/8"AN.OR i 3/16"AN.OR 1/4"AIRSPACE 3/16"HS. 415.6 S• • 3116"TP.GLASS HS.GLASS • • •3la8"�rl�. GLASS 3/18"HS. .080 PVB INTERLAYER GLASS .090 PGS INTEWYF (DUPONT BUTACITE OR (DUPONT BUTACITE OR • • • 1/8"HS.GLASS �� .• SAFLEX/KEEPSAFE SA�°L4 XlICEEPSAFQ • • •• .090 PVB INTERLAYER kA MAXIMUM) MAXIMUM) (DUPONT BUTACITE) 13!18"NOM. w o 4 3/8"NOM. _7/16"NOM. GLASS GLASS STACK • ••• • ••• GL&SS STOCK STACK =J;u d m":0_ ae • • • • • • • • • • zui 3/8"LAMI NOM. e�� • •//'L6"LIQNU 13/16" LAMI IG NOM. toy• �i`': GLAZING OPTION A OR B, NOTE 1 GLAZING O 09 C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 ,r • • • • • • • • • • • •• •• • • • •• •• TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS +empvIftw"the oter ` APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,0)0(&OX7 XO NOTES: o 7 (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1 STYPES: REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A. LAMI(1/8"A,.090 PVB,3116"HS) er v .318-LAMI(1/8"HS,.090 PVB,3/16"HS) Da rr;&t Cawwd DOORS WITH GLASS TYPES A,B,C,D OR E C.7/16"LAMI(3116-A,.090 PVB,3118"HS) HEIGHT D.7/16"LAMI(3116"HS,.080 PVB,3116-HS) _ XX B " 7°-g3 314" 87 3/4" 91 314 g°_953/4" E.13/16"LAM[IG(3116"TP,1/4-AIRSPACE,1/r HS,.090 PVB,3/18"HS) 37112" g 71 3 +7 .0 -75. +75.0 -75.0 +75.0 -75.0 +75-01-75-01+75.0 -75.0 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y g w MAX.OX/XO WIDTH = 73112- In C I- U GLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=1091/7' 314" +75.0 -75.0 5.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX.XXO/OXX WIDTH=107 3/4" U o D¢„ MAX.OXXO WIDTH=143 3/4" O $ 361/9' + . - 5.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.21 -64.2w 3.SINGLE DOORS 33 51W WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64118" fn I o 3831W' +75.01-75.01+74.91-74.91+70.41 -70.41+66.61 -66.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. J 36 3/4" +75.0 -75.01+75.01-75.01+75.01 -75.01+75.01-75.0 +75,0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. In p N LL TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: o!I O � � N APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX&OXXO EX.A FROM TABLE 1. cn W Q (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) oxo WITH GLASS TYPE A z VV REINFORCEMENT IS NOT REQUIRED AT DOOR$SIDE LITE CONNECTION 30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES Q ZDESIGN PRESSURE=+67.61-67.6 PSF w U U GLASS TYPES A,B,C,D ORE Z Illm W z EX.B FROM TABLE 1. or HEIGHT D-' W OXXO WITH GLASS TYPE A O- X WIDTH XX WIDTH 68-79 314" 1 70-83 314" 1 87 314" 913/4!' 8°-95 314" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 361/2"SIDE LITES )- u-i z LL 2° 251/2" 4° 47 314" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE=+70.41-70.4 PSF § � 04 � M 0 271/2" 51 314" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5146.5 +44.3 -44.3 EX.C FROM TABLE 2. UJ IN OXO WITH GLASS TYPE C 29112" 55 314" +51.7 -51.7 +48.8 48.8 +46.1 46,1 +43.81-43.8 +41.6 41.8 30"WIDE x 67 314"HIGH SINGLE DOOR WITH 26"SIDE LITES DESIGN PRESSURE=+43.61-43.6 PSF ° 31 112" ° 59 3/4" +49.0 49.0 +48.2 -46.2 +43.$ 43.6 +41.4 41.4 +39.3 -39.3 ® N 2 5 � 28 331/2" 54 633/4'1+43.1 -43.1 +43.1 -43.1 +41.5 X41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. "�' OXXO WITH GLASS TYPE C �xre 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES DESIGN PRESSURE=+43.1/-43.1 PSF ad o 3° 371/2" g° 713/4"1+34.0 -34.01+34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 O WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH o Z REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10314' +75.0 -75.01+75.0 -75.0 +75.0 -75,0 +75.0 -7,M +4M D V* ••• C014EJIMN SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 12 314" +75.0 -75.0 +75.0 -75.0 +75-01-75.0 +75.0 -75+0 +76-11 •7 : :TSII'•• `��`�'S 21 ''�,,� SINGLE 19" +72.4 -72,4 +68.5 -68.5 +65.0 -65.0 +61.9 • • •• �� ,.• ./,� a SIDE LITE 213/41, +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 =z:y 27 314" +52.9 -52.9 +49.9 49.9 +47.2 47.2 +44.7 1-441442.6 A6 • ••• ••• o N° q 361/81, +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 'L 5.2 +3414 -84.4 • • ••• i i x N a 363/41 +34.0 -34.0 +34.0 -34.0 +34.0 -34.01+34.61%4.0 +34.0 tS8.0 •• ••• ••• '•G�y�yy ..... • •• •• • • • •• •• ••• • • • ••• • • 731/2"MAX. 109112"MAX , �0 143 3/4"MAX. raigHW�le " MAX. 36 SEE NOTE 3"-�-"--MAX. MAX."ter—SEE NOTE 3 �� MAX MAX e"' .` z •-V e�n►re�sno uan I? yri pude P Idwt Co7e.d 49 49 41 49 N W Y g �o 103 103 cn Lh �� Er lE Er lE Er IE IX JE W X O O 1 1 X I 1 0 O 1 X AC . 0 V1 p H co) W SEE NOTE 4�� SEE NOTE 4�� SEE NOTE 4 SEE NOTE 4—� SEE NOTE 4 W O OX OR XO OXO OXXO 41 _36�!a" ZQQ o cn �F" —713/4"MAX. MAX. 2 W = Z _ 371!2" 24 9M6"MAX. 33 5!8"MAX. U W U) U A A -, DLO(TYP) 13— DLO(TYP J G Z ZO UJI W } U) f— u- 49 49 MAX. 49 41 G N HT. W W 1 Q TYP, 95 314" MAX 84 3/8" 1 Q (TYP.) 0 it, pp� MAX. / 9 f O 843/8' A N a m le TYP. Cc DLO zdg� i (TYP.) DOOR 1§4 o 40" DLO HEIGHT =HEIGHT-1131&' c a o DLO WIDTH W =DOOR WIDTH-1215/16" ^oz z U (TYP.)p1 Ip (•j •• • • �C F r F DLO WIDTH'XX'=DOOR WIDTH12-116116" X • ZC A �( !S�/ALtT• • 0 SIDE LITE L -- •• • •• DLO HEIGHT=HEIGHT-11318" • . . •• B DLO WIDTH =WIDTH-3118" \�� ,,. ., ,. 14 A=Z5F A XX 41 '��`� 2� � NOTES: = :' �o o'. �N 1.FOR ANC DETAILS SEE SHEET dIHROUSH 10. • ...2.FOR HO TAL AND VERTICAL SECT N$SEC SHEETI4 AND • �z'z A" �js r�Q`,� • • • • • :: : y.IV 4 C& 3.SIDE LITES OVERLAP W AND'XX'DOORS'314•WHEIN ASSEMBL�D TQ M�11jE•'XQ', �X,'OXO"XXO','OXX'AND OXXO'CONFIGURATIONS. 4.REINFORCEMENT LOCATION FOR SIDEI.6A TO:60R 0%,J�CTIORS(SEE APPLICABILITY SHEET 2). 20., _.•'t��; 5.CLEAR OPENING FOR'X'AND'XX'DOORS AS FOLLOWS: ('X'DOORS=WIDTA-5.64E) ('XX'DOOR=DOOR WIDTH/2-4.079) �i 9�ti••..••„..• 0�C`� • • • • • • • • • • • •• .. • • • •• .. � ece N� N r..nkut�.�mJ 40 gy s EXTERIOR INTERIOR Muot Dtdc r No 1 2 60 Y V- 10 w � r � 64 AT HEAD/JAMB co Q Fli 37 60 65 AT SILL/JAMB 0 t6 CLEAR-COLORED OEALAW C6 1 o EXTERIOR INTERIOR �- $ 62 a w ® 63 r .6 to LL %-j w Z o o �r UGj U 2 l Z MAX. Ill LUMAX. MAX. MAX. SIDE 62 z N J CO Z Z r DLO DOOR DLO LITE HEIGHT HEIGHT >. LO U LL C N a a m CN NML t� u�i A a. SL VIEW G-G � iaY oZ z CORNER ASSEMBLY 40 1.489 �� ,n oo•. Q coor O;Z� • • • •.• . • z;z n �r 4. Qm DOOR SECT.q;(► • .• SL SECT. B-B13 VERTICAL 0 VERTICAL . . . . . . . . . . . .. .. ... . .. .. ... . . ... . . 4 49 wteouCsinn�• MAX.'XX'WIDTH 11=09M N• � E m u0Duw C%j LU ®0 a • co CRI o • C CL r MAX MAX. o DLO 'XX'SECT.C-C DLO 31 W o 35 36 34 44 HORIZ. 46 45 5 32 20 rn A MAX.'X'WIDTH LL. z 10 W O i' to O }- W Z U e INTERIOR U W � Z z (o Z o • LL MAX. N �DLO N O OLL. 46 21 X SECT.D-D if I EXTERIOR W 5 HORIZ. SPACING,SAME AS I�--MAX.SL WIDTH �I 67 JAMB EESHEETS 8 AND 9) �N I I (SEE SHEETS 7,8 AND 9) MAX.SL WIDTH 62 lod 'L o� z IL 66 • • • •• 3a1�� MAX . w I MAX. f :' a SEE TABLES 1 AND 2 AND DLO 113 w�';4 DLO • • • • 22 z•z �¢ o:Z NOTE�&pON SHEETS 1 S 2 66 62 SL SEI.•I!E-i •6 FOR I •6t�NTY SL SECT. F-F • • ' ' ' ' HORIZ.(SINGLE SIDE LITE} oy `3''• �" a HORIZ. (DOOR'W/SIDE LI�£� ' ��d�'•••••P�o`�.�' • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG# PGT# DESCRIPTION ITEM DWG# POT# DESCRIPTION 1 9438 60411 FRAME HEAD 60 920D 69200 SIDELITE HEADERpoitcfl4y 2 1010 6Q300 WSTP.,Q-LON.190 X.375 HIGH 61 921D 6921 SIDELITE SILL "`°" ° � • 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 62 916B 60381 SIDELITE JAMB + 4 955 7955X FLUSHBOLT STRIKEPLATE 83 1166 781PQA #8 X 1.000 QUAD PN.SMS 5 938 7938X 2 PT.LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS(STOCKING 970998) 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS(STOCKING 970999) 7 7832X12FPXP #8-32 X.600 PH.FL MS-S.S.W/SILICONE PATCH 66 934A 61641M SIDELITE JAMB ADAPTER 8 995 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 996 70996 GASKET(BETWEEN HEAD&FRAME JAMB) 70 712653K SETTING BLOCK,3132"X 114"X 1'W/PSA,85+/5 DURO. N LU 10 952A 6633016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK,1/16"X 112"X 1'W/PSA,85+/-5 DURO. F- , 11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD,711W 12 1670 671670 WSTP,.350 RD FOAM FILL T-SLOT(AMSBURY#32011) 73 888 6988 BEAD,3/8' O 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 74 40676 64067 BEAD,13!16'IG p 1 o 14 11001A 411001A ACETAL SPACER.OBS(INHOUSE INJECTION MOLDED) 90 6DURAK14 1/4"DURASEAL IG SPACER — 16 11002A 1411002A ACETAL SPACER.095(INHOUSE INJECTION MOLDED) 91 6TP248 BULB,THIN(USED IN EXTRUDED BEAD) W p 16 11003A 1411003A ACETAL SPACER.140(INHOUSE INJECTION MOLDED) 92 986 164M BEAD,INTERIOR r- 20 9150 160380 FRAME JAMB(OUTSWING) 93 1224 16TP247 BULB,THICK(USED IN EXTRUDED BEAD),66+/-1 DURO. 21 1010 6Q300 WSTP.,Q-LON.190 X.375 HIGH 94 GLAZING SILICONE,DOW 899 OR 983 0 p 22 6608 66608M REINFORCEMENT,1.000 X 2.760 X0.650,6061-T5 95 GLASS,3/8"LAMI-1/8"A,.90 PVS,3116"HS LL 23 1140 78X112PSATS #8 X 1.500 PH SQ A T/S 96 GLASS,3/8'LAMI-1/8-HS,.90 PVB,3/18"HS H 0 24 1048 71048 JAMB SCREW COVER CAP 97 GLASS,7116-LAMI-3116"A,.90 PVB,3116"HS co W OG m 25 930 41721N STRIKE PLATE INSERT 98 GLASS,7/16`LAMI-3116-HS,.90 PVB,3/16-HS 26 1118 710X34PFA #10 X.750 PH.FL SMS 99 GLASS,13/1W LAM[IG-3116-TP,1/4'AIRSPACE,1/8"HS,.90 PVB,3/16"HS Z Q 27 7070 167070K BULB WEATHERSTRIP.187 X.300 HIGH 103 OFF-THE SHELF DEAD BOLT LOCK 1g Z 30 910D 6910 DOOR PANEL,TOP&BOTTOM RAIL U W U 31 911E 6911 DOOR PANEL,SIDE RAIL O = Z 32 917 7FRMO HINGE EXTRUSION I Z w r 33 1178 71058FP WB #10 X.625 PH.FL SMS A^ T u) -i LL co 34 913A 60378M TRUSS CLAMP U � �u Q� N � p 35 1130 6TRODA 5/16-18 THREADED ROD .055�IF-� 8LL 36 1990 7990NUTA 6116-18 FLANGED HEX NUT LU d 37 1914A 160379M WEATHERSTRIP CHANNELO OUTSWING THRESHOLD 38 7834FPT #8X.76 PH.FL.TEK b\ol c-.-d 3iCHANNEL COVER 39 1997 170997 GASKET(BETWEEN PANEL HEAD/SILL&PANEL STILES) �gl`j?-_ 6053-T6 40 11023 167924G WSTP.,.187 X.250 HIGH,FWSEAL 41 928 41720 ISLIDE BOLT ASSY.(INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.600 PH FL SMS TYPE BDS 0 1 43 1212 7P30GG SILL DUST PLUG(INACTIVE PNQ '$ 44 983B 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) a 45 98413 6984 DOOR PANEL ASTRAGAL 2(OUTSWING) �--2.750-- j Z 46 1213 6Q200K WSTP.oL0N•190•X.W0 HpH 47 929 74UBLOK LOC SUPPO A .jj 7(YY 8A41YW0 46 1139 76UF #6 X.780 PH.".SEAS• • • ••• • 1. 00 `\\\\`'\i 49 982 FD2PTAY 2 PT."CK A� Y. •• • • IE �_ `.� X •.. 50 611180FS RUBBER SLEEVE .650— 126 �``;' �' �/�1.2 N61 930 41721 STRIKE PL.INSERT(INACTIVE PANEL) 52 931 7FRSPX DEADSWSTRIKE • • • TUBE MULL • _ Lo's•. tio 53 1118 710X34PFA !10 .7H F6063-TS J > v pu s� c5HLE'9R W E 4 957 70957X � 65 1118 710X34PFA #iG .76L FL 4On.; d • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.750 -1.760-II 1.750 t1I�1.75D .050 �,•"a 20 ww�oAulwucco 1.4gyuni.rDAN:pu-.8nww.' 72 V �aN .250- 1+ 4.726 4.726 4.726 37 STRIP CHANNEL cli WEATHER 4.826 .082 t 3.000 .050 8083-T6 Y W 4.000 �i2 4.100 062 4.100 .082 4.875 cp 4.675 0.375 '�� O U 4.100 20DOOR FRAME, 2.125 -.125 AMB zi $O 6063-T6 DOOR PANEL DOOR PANEL UJ � O $0 TOP&BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL INTERIOR ASTRAGAL EXTERIOR ASTRAGAL HINGE t5 6063-T66063-T5 o2I08063-T6 6083-T6 BW346 c/) t. 1.500 1 1.578 LU -3655 3.111 J 1251� x-.558 J� ��-.525 -►� .890 (� 0 H 5150 .760 .883 050 .683 [11.050 = W = Z 1.400 .050 050 �{ r 050 UO = Z W TRUSS CLAMP 318"GLAZING BEAD 7118"GLAZING BEAD 3,000 .683 Z O a FILLER HEAD ADAPTER 34 8063-T5 73 8083-T5 72 6083-T5 } ? LL •CD 3.100 O 6063-T6 lit 1.092 I� 8 G :3 LL �••�- -�j 3.000{ IG GLAZING BEAD ` UJ INU 1.479 62 SL JAMB 74 6063-T5 6083-T6 1.272 1.479 n 5.459 .075 5.212 050 W06 FRAME HEAD 6.085 S z 1 6063-T8 .075 4.586 • • •• • • • • • 2.980 \ ttttttitt�� • • .050 079 1 A88 •• o • •i ••• � i ••• .750 .050-► ;�`� �..... ....N/�% `vQ�•' 2'a 489 • ••• • ••• • F�-3.100 �I 3.000 • z:z `�$a 7_� • • • _• : • • s • SLJAMB >:u d moi O 11 OUTSWING THRESHOLD •• �1 6L HEADER.• i i SL SILL 66 ADAPTER y'•, 2 UJ 6063-T6 W-T6 • • • e 61 6063-T8 8083-T8 joS•. :'4(�,� d Ewe Jill • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ZONE C ZONE"D" °—i t—ZONE HEAD HEAD HAD � �ZONEHEADE°� I ZONIE'D"ZONHEAD E HEAD ZONE rn000Crwwvbeo o eowptldoa wiri the F1orM► Aft"N No k alomd"ft X=MINIMUM JAMB ANCHOR LOCATION. z X z z XX z z 0 z z XO OR OX z -=ADDITIONAL JAMB N w ON m m OR ON m m m gm EQUALLY SANCHOR PACED AS o U REQUIRED PER TABLES O Q 3-7 ON SHEET 9. NO { es LLI SILL SILL ZONE-C- ZONE W ZONE"D"~ SILL SILL ZONE"D"ZONE"E"SILL4 Z U z to LL SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 8.,SHT.8 ¢Z O_ o2S 40 HEAD HEAD HEAD HEAD HEAD Z O ~ 1-0 HEAD HEAD HEAD HEAD HEAD EXAMPLE U a o ZONE ZONE°F" ZONE ZONE"D" ZONE"F" ZONE ZONE ZONE"F" TONE"F" ZONE �U' Ir O w 0 Z r "E" I "E r E "E° "E" ANCHORAGE SOLUTION w FOR A CONCRETE z OXXO INSTALLATION o w A.19"x 83 3/4"SIDE LITES"B°AND > E 0 in �p "E"ZONE ANCHORS FROM TABLE 7,SHEET 9. 4 U j N OXO N N XXO OR OXX N N OXXO N PLUS; w m mm B.71 3/4"x 83 3/4"XXX DOOR ZONE ' m "F"ANCHORS FROM TABLE 4, ® oN N SHEET 9,EACH'P'ZONE. SEE ENCIRCLED VALUES,SHEET 9 Ea$� kt SOLUTION: � c TOTALS(4)TYPE 1 OR 2 ANCHORS o Z a SILL I SILL SILL II I ILL ** ILL EACH JAMB AND 2+5+5+2=(14) }ZONE-}— SILL ZONE •• ••tSILk • • r;IL1, ZONE- }ZONE SILL SILL �ZONE� TYPE 1 OR 2 ANCHORS AT HEAD ZONE°F" • Zt�vE' • ONE•F°• °E° „E„ ZONE"F° ZONE"F" "E° AND AT SILL „E" SEE TABLE 7.,SHT.9 °E" • •8EG TABLt;7.•sfb•s� •• SEE TABLE 7,SHT.8 •• ••• •• • • • •• EXAMPLE OF ANCHORAGE FORA 71 3/4"x 83 314°'XX'DOOR, =ANCHOR LOCATION FOR \� ., WITH 19"x 83 3/4"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE q0 •.•' ��% 4 NOTES: LL•• �� a N 0c-* -.3 z'h n oc-;� R 1.APPROVED ANCHOR TYPES ARE: 1 111x"EMlWAPCONG s•1i4"ELCO•SS4 CktETE-FLEX AJC ASONRY ANCHORS 3.#12 SCREWS z:Z "o w oc• n Q 2ANCHOR QUANTITIES ARE BASED ON NZIN4S FOLItVft(4° 0.0!FOR OONCRETE,B"MIN.O.C.FOR CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. r JAMBS(ALL):13114"MAX.FROM COMERS AND 261/8WMAY•O.C.• • • • HEAD 8 SILL OF DOORS:8"MAX.FR COF IRS,9 70M ASTRAOALrCELTERS AND 20 718°MAX.O.C. ��:d HEAD&SILL OF SIDE LITES:6"MAX.FROM CORNER 2 3!4"MAX.b.C. • '�,�Lb; 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. P�`��`� • • ••• • • • • • • • •• • • • • •• • • •• ••• • ••• • • TAB 3.X DOORS TAB 4.XX DOORS TABLE 6.0 SIDE LITE TABLE S.XO&OX TABLE 7.0X0 XXO,OXX APPROVED ANCHOR TYPES: (ALS _ XO&OX) & X =ELCOCON °Ul�b a••w► GLASS TYPES A, ,C,D,E GLASS TYPES ,C.D, GLASS TYPES A,B,C,D,E GLASS TYPES A.B,C.D,E GLASS TYPES C,D,E °pQ�dt ANCHOR TYPE ANCHOR TYPE NCHOR TYPE ANCHOR TYPE ANCHOR TYPE 40"ftm No &SUBSTRATE 2,3,WOOD CONC g SUBSTRAII 2,3,WOOD 1,2,CONC g SUBSTRATE 2.3,WOOD 1,z,CONC g SUBSTRATE 2 3 WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD CONC 1I4"ELCO SS4 CRETE-FLEX Etpliatt"�-!��? MASONRY ANCHORS er DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOA NES WIDIt LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTTiS LOAD ZONES Mel DR& ' w3.#12 SCREWS(G5) "X'-26.60 '90P-47.76 w w "0"-10.75 "X'-25.50 "X'-25.60 TO 37.50 TO 71.76 TO 36.75 TO 37. TO 37.50 �` 4.ENCIRCLED ANCHOR �2Lti Id. w _ _ h w �' QUANTITIES IN TABLES 4 N W °1 W'-47.75 AND 7 PERTAIN TO THE Y < a �- _ fn to h m m tt - - a In ¢ TO 71.76 , m EXAMPLE ANCHORAGE M, m m m m c3 m m m (� a SIDE SIDE q ?x $d ==X SOLUTION ON SHEET 8. F x x I w Xw , UTE -, z LITE ' x 7 X W LL �- WIDTH x HT. x x X$X X X 3 'MOTH x HT. �I ' i a X WIDTH x HT. O O O O WIDTH x HT. O O x X O O X x wuml x HT. o o X 0 0 �t O J 25.50 x79.75 5 2 7 4121 3 47.76 x 79.76 4 3 6 4 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79.76 4 2 c 4 2 10.75 x 79.76 4 2 4 2 @ C6 A 0 83.76 5 2 7 4121 3 03.75 6 4 7 4 2 3 83.75 4 1 4 1 83.7 4 2 4 2 83.78 4 2 4 2 F- LU �- 87.75 5 2 7 14121 3 07.75 6 4 7 4 2 3 87.75 4 1 4 1 87.76 4 2 pW 4 2 IX 87.76 4 2 p 4 2 H� LU 91.75 8 2 7 4 2 3 91.75 6 4 7 4 2 3 91.75 4 1 4 1 91.76 4 2 0 4 2 91.76 4 2 4 2 $ LU 86.76 6 2 7 4 2 3 95.75 5 4 7 4 2 3 85.75 4 1 4 1 95.76 4 2 4 2 p� 95.75 4 2 m 4 2 N 0_ 27.50 x 79.76 6 2 7 4 2 3 61.75 x 79.75 5 4 7 4 2 3 12.75 x 79.78 4 2 4 2 12.76 x 78.76 4 2 4 2 u0. 12.75 x 79.75 4 2 4 2 OQ 07 LL 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.76 4 2 4 2 83.75 4 2 -4 4 2 `r 83.75 4 2 4 2 '� O °!{ O 87.76 5 2 7 4 2 3 87.75 6 4 7 4 2 3 87.76 4 2 4 2 87.76 4 2 m 4 2 87.75 4 2 4 2 W J 91.75 6 2 7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91.75 4 2 f- 4 2 F 91.75 4 2 �j 4 2 : Z Q 07 95.76 6 2 7 4 2 5 95.75 8 4 7 4 3 b 96.78 4 2. 4 2 95.7 4 2 G 4 2 95.7 4 2 oa 4 2 a 0 z 29.50 x 79.78US 3 55.75 x 79.75 6 4 7 4 2 3 19.00 x 79.76 4 2 4 2 19.00 x 79.7 4 3 4 2 19. 9.7 4 3 LL 2 U LU 83.75 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 4 2 y� 83.76 4 3 a z 0 2 Z Z Ill 87.76 5 87.75 S 4 7 4 2 3 87.76 4 2 4 2 87.75 4 3 4 2 87.76 4 3 4 2 Z O 81.7 6 91.75 6 4 7 4 3 8 91.75 4 2 4 2 81.75 4 3 4 2 91.75 4 3 = 4 2 = 0LL95.76 5 95.76 8 4 B A 3 5 95.75 4 2 4 2 95.75 4 3 4 2 95.75 4 3 v 4 2 0 Q p 2 �_ d 31.50 x 79.75 3 59.76 x 79.7615 8 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.78 4 3 4 2 21.75 x 79.78 4 3 1 776 N z u' 83.75 6 2 8 4 2 5 83.7 6 5 8 4 2 3 83.75 4 2 4 2 83.76 4 3 x 4 2 x 83.75 4 3 2 87.75 6 2 8 4 2 5 87.7 6 8 8 4 3 5 87.75 4 2 4 2 87.75 4 3 w 4 2 87.75 4 3 4 2 91.78 6 2 8 4 2 5 91.75 6 6 8 4 3 5 91.75 5 2 4 2 91.7 b 3 4 2 J 91.75 5 3 0 4 2 0 m 95.76 7 2 10 4 2 5 6 6 8 4 3 5 95.76 5 2 4 2 95.75 5 3 4 2 w 85.76 6 3 "f $3.50 x 79.75 6 3 8 1413 63.78 x 79.76 6 8 3 27.75 x 78.75 5 2 4 2 27.75 x 79.76 6 3 4 2 27.75 x 79.7 5 3 4 2 m 83.75 6 3 8 4 3 6 83.75 8 6 8 4 3 5 83.76 b 2 4 2 83.75 5 3 i 4 2 z0z 83.76 6 3 F 4 2 H Z t 87.75 6 3 8 4131 5 87.75 6 6 8 4 3 5 87.75 5 2 4 2 87.76 5 3 a 4 2 a 87.75 6 3 4 2 _� 2 � 2 LL 91.75 7 3 10 4 3 6 91.75 6 5 8 4 3 5 91.76 6 2 4 2 91.75 8 3 ri 4 9 91.76 8 3 4 3 a x O o b 7 3 10 4 3 5 95.75 7 6 10 4 3 5 96.75 6 2 4 2 95.76 6 3 m 4 3 m 98.76 6 3 4 3 0 S� 35.5 9. 3 3 5 67.76 x 79.75 6 5 8••4 •3• 6 36.13 X78.7 9, 3. 4 3 36.13 x 79.76 6 4 4 3 36.13 x 79.75 6 4 4 3 83.76 8 3 8 83.75 6 5 4 3 5 �i.7 •3 4 3 03.76 8 4 4 3 p 83.75 6 4 4 3 57.75 8 3 8 4131 8 97.75 6 5 8• 4 3• 6 >7.7 •T V 4 3 87.76 7 5 4 3 K 87.75 7 5 C 4 3 `tttttltllll�t�ir 91.75 7 3 1 4 3 5 91.76 7 6 1Q' 4 •3• 6 • •91.76 ? •3� 4 3 91.7 7 5 s 4 3 = 91.76 7 5 4 3 0 �� +,� 95.75 7 3 10 4 3 6 95.76 7 6 10 4 3 5 95.76 7 3 4 3 95.75 7 5 tZ� 4 3 V 95.75 7 5 x 4 3 37.60 x 79.78 6 3 8 4 3 6 71.75 x 79.76 6 6 8 4 3 8 36.75 x 79.7 6 3 4 3 36.76 x 79.75 6 4 a 4 3 < 36.75 x 79.75 6 4 4 3 ?� 83.78 8 3g43 03.75 8 9 •3 6 •• 3.76 8 3 M 3 83.7 8 4 m 4 3 g 83.76 8 4 w 4 3 wy - z:� , i T°�87.753 87.75 6 S 69 3 5 •87.75 Z •3 4• 3 87.76W75 � 4 3 � 87.75 7 6 4 3 ? �:v N491.75 7 3 91.75 7 6 60 4••3 6 81.7 1 •3 3 81.75 y 4 3 y 91.75 7 5 4 3 � x 88.75 7 3 85.76 7 10 3 5 • •85.75 7 3 •4 3 95.75 O 4 3 95.76 7 5 4 3CV��d 2X WOOD 2X WOOD BUCK. 13 3A KSI MIN.C NOTE 2 3.4 KSI MIN.CONC. I'm BUCK.NOTE 2 ONC. IX WOOD BUCK,NOTE 2 mom T 1 1 'TYPE 1 "V314�TYPE 2 y I TYPE 1 XWOOD 1314 PE 2 D*tJ—v LLjLLI-j BUCK.NOTE 2 1318" 1 3/8"MIN. BUCK. MIN. 114"M 1/4"MAX. HIM 114"M SHIM W W "41 SHIM O'S EXT. SH S OOED CONC. ANCHOR CON.. EXT_ WOOD EXT. ANCHOR LU R ANCHOR S2 N EXT. TYPE 2 OR ANC R. NOTE 1 ol N 1 NOTE I TYPE 2 OR 3, DOOR HEAD(WOOD) 1114'TYPE I OR 2(CMU) NOTE I -AF— DOOR HEAD C)—1 3/W'TYPE 1(CONIC) SIDE LITE HEAD(WOOD) LITE HE ONG) upi o^ 13/8' 13/4!'TYPE 2(CONC) 40 MAX SHIM MIN. I — i 114"TYPE i OR 2(CMU) 0 114" SHI 114"MAX.SHIM 114°MAX.S 1 318°TYPE I(CONC) to 10 13M"MIN. :.It'. LU 314"MIN.E.D. 13/4'TYPE 2(CONC) F- M WOOD CONC N. O. ANCHOR ANCHOR' w ON CONC NOTE' STAGGERED CHO 1. KSI MIN.CMU OR 0 LL ON WOOD KSI MIN.CONC. 10 CENTERS, ON D ANCHO 0 3/4' IN.E.D. 0� TYPE 2 OR 3. CE ..'l 3/4"M E.D. 0 w NOTE 1 NO SHIM WOOD EXT. NOTE EX7r. 1XWOODBUCp 1.5 KSI MI MU OR z 2X WOOD 8 Lu Z Dj 2X WOO 1 7 jF f" - BUCK,NOTE 2 NOTE 2 3.4 KSI CONC. BUCK,NOTE 2 1X WOOD BUCK,NOTE NOTE 2 2 D� y W 0 w 0 SIDE LITE JAMB(WOOD) Si— 4 11E JAMRS—WINIC 0 f) 0 Z DOOR JAMB(WOOD) OOR JAMB C) 9 _) WOOD ANCHOR TYPE 2 CONC.ANHOR, 0 m w OR NOTE I L0 LL WOOD ANCHOR,TYPE 2 OR 3 NOTE CS . 0 NOTE I iX WOOD 0 = EXT. BUCK,NOTE 2 04 U LL EXT. N 3 .i 114"MAX. 1/4* 1/ MAX. I SHIM ,,114" Lul SHIM SHIM I -------------4a- -4 1318 TYPE ,4 3/8 1 4 TYPE 2 0 0 13A"MIN- 3/8' PE I 3W PE 2 1 3W 2X WOOD BUCK OTE 2 _�IN.E.D. 3A KSI MIN.C C_ 2X WOOD BUCK,NOTE 2 co C. iJ 13/4" t•., 20 bo DOOR SILL(WOOD) DOOR SILL(CO SIDE LITE SILL(WOAD) MIN.E.D. CL E LITE SIL ONG) 2! NOTES: 0 0: : : : .*a 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE AWNTY,W**E ONTIV IJAJ-DlQ4C&IjNTY APPROVED ELCO 1/4'TAPCONS EMBEDDED 13/8'MIN.(TYPE 1) OR 1/4'SS4 CRETE-FLEX EMBEDDED 13/4'MIN.(TYPE 2). THF 4Al I& Mceo Mr Ent TTE.�SF ANCHOR TO CONCRETE EDGES 13/4'. FOR WOOD INSTALLATIONS USE S54 !X E 3j% MIN.(TYPE 2). 's 0 #12 SCREWS,G5(TYPE 3)OR ELCO IW SS4 CRETE-FLEX A" sl"', 2.WOOD BUCKS DEPICTED As Ix ARE LESS THAN 1 1/2"THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2)c ARE 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE --*A, 11 AUTHORITY HAVING JURISDICTION(AHJ). 00 a 14 0. 1 a.z - pi 6i:< 3.IF SILL Is TIGHT TO SUBSTRATE,GROUT OR OWHE:l M&ERIALlkPIbT R98UIREI: IC UCEEC NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) W MUST FULLY SUPPORT THE ENTIRE LENGTH OF-TE SR L TRAT 1,9NO-PTIGHTbTO-IIY-'-> HE S%JB%TRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF 01 X WOOD,30#FELT PAPER OR MASTIC IS REQUIN WEN TF�%ROIJTUD vftI5 stgSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 0, 4,b...... 4< a 00 es 0 a 0 0 0• •0 0 0 * Gee 0 • M IAM PQADE MIAMI-RADE COUNTY ROMM 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 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(A]HU). 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 t i ptance,-if itis determined by Miami—Dade County Product Control Section that this r r material fails to meet the requirement- ble building code. This pro is approved as described herein, and has been designed to comply w' the Florida Building Co ,including the High Velocity Hurricane Zone.- - )ESCR1PTION: Series"PW-701/720/820"Aluminum Fixed Window-L.M.I. i APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled"Fixed Windo llation Guidelines", sheets 1 t 0 of 10,dated 04/12/13,with revision A ,prepared by manufacturer, signed and sealed by Anthony Lynn i er, earmg the Miami-Dade County Product Control Section 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 logy'Ctty. state, model/series, and following statement: "Miami-Dade County Product Control Approved", unlel?blherwisZ 0 a:: noted herein. 000000 0• 0 0 • .. . 0 000.. RENEWAL of this NOA shall be considered after a renewal application has beco-Are&and there has beers . no change in the applicable building code negatively affecting the performance of tjA&v product.:•• •0 :0066: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change': 00 9 in the materials, use, and/or manufacture of the product or process.Misuse of this j`i4 as an•ggdgipmenj,.000 of any product, for sales, advertising or any other purposes shall automatically tenjw.W this NO4. Failure •• to comply with any section of this NOA shall because for termination and removal of ROA. . 0 0 0 0:. 000.00 ADVERTISEMENT: The NOA number preceded by the words Miami-Da=le Munty,'Florida, and,,•,; followed by the expiration date may be displayed in advertising literature. If any portion of*the*NOA is 00 0 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#13-0502.03 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. j NOA No.15-0528.26 MIAMI DALE COULVTY Expi �2 J1� _ � Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201--94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7212, dated 03/21/13,signed and sealed by Marlin D. Brinson,P.E. (Submitted underprevious NOA No. 13-0502.03) 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-3835 and FTL-3850,dated 07/18/03 and 07/31/03 respectively,all signed and sealed by Joseph C. Chan,P.E. ••• •••••• ••••;• (Submitted under NOA No. 03-1105.01) ...... .. . ...... C. CALCULATIONS 1. Anchor verification calculations and structural analysis,comptyixrgwith ItiBh •• •• Edition (2014),dated 05/20/15,prepared by manufacturer, sipgd wid sealtd•by ••••• Anthony Lynn nn Miller P.E. •• •• •• •• •••"' ' 2. Glazing complies with ASTM E1300-09 • . . . . ...... D. QUALITY ASSURANCE •. • 1. Miami-Dade Department of Regulatory and Economic Resources (RER). " �V Manue Perez Z---/ Product Control Exa '•er NOA No. 15-0528.26 Expiration Date: February19,2019 Approval Date: July 09 2015 E-1 - PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option Il exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property--Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May 20,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 6 6•• 4. Laboratory compliance letter for Test Reports No. FTL-383f aj1d•FTL=3850; dated... . 07/18/03 and 07/31/03 respectively,all signed and sealed by JoSdph C. Cly,.P.F,. •0 (Submitted under NOA No. 03-1105.01) • 6669*6 6.9004 G. OTHERS 6606 0 •• 0606• 1. Notice of Acceptance No. 13-0502.03, issued to PGT Industries for their 4erigs;`PW-..... 701/720/820"Aluminum Fixed Window–L.M.I."approved ori 07718/13 ayd Upiring••• on 02/19/19. • • • • • •66.6• •6.66• • w • ••696• •6 • 6.66 • • Manuel Per Product Control ami er NO No.15- .26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-2 GENERAL NOTES:SERIES 7201820 DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW VARIES, RATED FOR LARGE&SMALL SEE SHEETS 2-6 MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48'TIP-TO-TIP WIDTH BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'BUCK WIDTH 48"BUCK WIDTH HURRICANE ZONE(HVH4 4T BUC 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN - 4.1/4"VISIBLE 4 IGH VISIBLE 4 IGHTVISIBLE WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH LIGHTWIDTH as ompi ft wWsso INSTALLATIONS ABOVE 30'W THE HVHZ.THE OUTBOARD S'MAX. —►I y MAX oamP1Y 8 with the FbrWa 8°MAX F,SHEET 8 Boilding Codo B,SHEET 8 07S� H,SHEET 0 Accapiaoce LITE(CAP)MUST TEMPERED. ql ' nation Delo I 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY I ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS A CC E,SHEET 8 , E,SHEET8WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A EETT TH EDITION FB UPDATE UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEETS SHEET 8 B SHEETw• O�SHEET9 G, EEi81 —y HEIG BUCK DATE:07/02/16 4)ALLWOOD BUCKSLESSTHAN 1.112'THICKARETOSE L HEIGHT ___ ___ mCONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE 93.114' zOPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRA 92-1/4" T WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK QR 12'MAX. VISIBLE 2MAX• 93-IW VISIBLEuGREATER.1X AND 2X BUCKS(AMEN USED)SHALL BE O.G. I / LIGHT O.C. VISIBLE6'MAX. IHEI`oifir DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT HEIGHT GHT OA. I 98' M 4 Q STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION I 96" BUCK THE RESPONSIBB.ITY OF THE ENGINEER,(EOR)OR TIP T HEIGHT a � •"ayARCHITECT OF RECORD,(AOR). I TIP I a O r 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BEHEIG OBEYOND WALL DRESSING OR STUCCO.USE ANCHORS O I 1 ( O Cy C4 W a SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS U D 1 1. ch Gp J ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION Z� N LL Z uncap d ANCHORS SHOULD BE SEALED.OVERALLEd SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE O g• �.B-� �_ 12•MAX,p• 6' �D�•� I-.-- 12'MAX.O.C.2"MAX 3 H,SHEET 9 I 69 X N r G g INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX SHEETS MAX SHEET 7 �...-•- 5'MAX.O.C. W- O S„_, j •oN THE SCOPE OF THESE INSTRUCTIONS. F 6)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAM TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION o�j 0 Y Z z o LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED IT ELEVATION(TESTED UNIT) (TESTED UNIT) z 0.Z F u. SUBSTRATE.USE SHIMS CAPABLE OFTRANSFERRING g 0 APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE W `- SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: THEM BY THE WINDOW. GUIDE TO SHEETS: '12'0.C• SHAPES AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK F, W o MAX. AND OBTAINING GN PRESSURES FOR'PHAT BLOCK SIZE FROM TABLES ON SHEET32-B. • Z aiy 7)DESIGN PRESSURES: GENERAL NOTES.................._... ANCH WO TSO BE,B'MAX.FROM CORNERS AND 12.O.C.MAX.FOR ALL CURVED FRAME y N A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE ELEVATIONS._...................._......1 J' `C ME RS,SE. 1,THIS SHEET. Q TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......__............2-5 L� o1-S E1300. ® DESIGN PRESSURES.................2.6 12'O.C. r—WIDTH I"-WIDTH--"•{ �- -WIDTH— i Imo'WIDTH--i 6 B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE._........6 MAX. T r—— —— T' ———-1 r 1 0— — p NRPRESSURE,STRUCTURALICYCLE TEST PRESSURE,FRAME INSTALLATION•EQUAL-LEO-.-..7 TANALYSIS AND GLASS PER ASTM E7300. INSTALLATION,INT.FIN A..........8INSTALLATION.INT.FIN B.._.......9W 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 S° IILL.DESIGNED TO RESIST THE WWDLOADS CORRESPONDING EXTRUSION PROFILES..........._...10 MAX 1 L J e81 osop s?oo5 TO THE REQUIRED DESIGN PRESSURE.THE 33-1131 STRESS PARTS LIST.................__.._...._....10 1 PRODUCTINCREASSHAS.THEN 6 LOAD DURATION FACTOR WAOT BEEN USED IN THE DESIGN S USED FOR •• • • • • • A. I�--_— DTH _ I'-'WIDTM'I '7�'I`WIDTH r I"'WIDTH-►I � 5Y ILYN1>/ THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT THIS • -E I- F T T COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPE • •• • • a • sheat •' L10EN$•' SHALL MEET THE REQUIREMENTS OF THE FLORIDA ! t7UL BUILDING CODE FOR CORROSION RESISTANCE. • ••m • • 18' 2 _ I x _ NO.687052 7/18'Lem/ 10'HE-.090'PVS-3110'HS 2 1 L- - .9)REFERENCES:TEST REPORTS FTL-3835,3860&7212; 1-1110^Lam.Ip 18'T-7118'AU-3118'An-.090'PVB-311W H9 3 L - - ELCO ULTRACON NOA;ELCO CRETEFLEX NO&ANSFAF&PA 4 1.1116'Laml.IG 18'T-7118'Ar-3118'F6-.090'PVB-3118"HS 3 NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN (ul ) ----WIDTH _-� I� WIDTH-H Imo-WIDTH+I I• WIDTH -�� 7 ••� r5 4�` MANUAL. ••• 8 TILYAB'Lam 18"HB-. SO-SG-311 An r- - --- T L---- -r F- T r--- ;Com'., SF 7E OF (V • • T 141161 Law.IG 3118'•'-7/1S'A9.3116'pi►.0 '80-3110"An 6 � t I t I I T �� '•.LORIDP•.•' 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 tE p ��/i1`s/ SERIES USES AN SO INTERLAYER.THE 720 AND 820 SERIES •• 8 1.111 LamL 3/ T-7/1A AU-318'H1-.080'SG-3116'HS 5 r7 I /,� I w y/ il��lvt till l MAY ALSO BE REFERRED AS THE 701 SERIES. •�'SG'•'KURARAk"W Y61; INT R Fy' URARAY AMERICA,INC. J r 1!f I I 1 I T r °PVB"='KURARAY BUTACITE PVB INTERLAYER"BY KURARAY AMERICA,INC. 1 I 1 I I A.LYNN MILLER P.E. L P.EJ 68706 ••• • • • • ••• • • • • • • • • • • • • TABLE 2: Window Design Pressure(+I-,psf)fo r Glass Type 1 Lang tdoon) 7/16•LAMINATED e7-716 72 76 s0 84 88 92 98 100 104 109•U2 GLASS STACK 30 +1.80 +1.80 +1•80 +1.80 +180 +/80 +1.80 +/.80 +140 +1.80 +/80 32 +140 +1-80 +/40 +140 +/40 +1.80 +I8D +180 +1-80 +180 +180 .090'PVB IMERLAYER 34 +/•80 +180 +180 +180 +180 *1.80 +780 +180 +180 +/-79.8 +/•79.4 3110'HEAT STRENGTHENED GLASS 38 040 +180 +f-80 +180 +14 _770.811 +1-79.7 0-772 +175.1 +/-73.4 +1•72.2 3/16'ANNEALED GLASS PRODUCTREVISED 36 +780 +1-80 +1-80 +180 +/40 +/-7&1 0.75.2 +l-7Z5 +/70,3 +188.5 +188.3 BuInd 11 Oo8x11htt�aFloiWe 40 460 +180 +1.80 +1.79.8 +1.77.2 +1-74.3 +1.71.3 +1879 BuBdmg Coda +/ .1 +1.83.4 +/.81.8 4 11 A:caluaaea 1, 0 42 +180 +/-80 +180 +1.77.4 +/•74.3 +/-71.3 +18&2 +/-84.7 +181.8 +/59.8 +/-%2 iretitm Dale 44 +/80 +180 +/-78.9 +/-75.4 0.72.1 +/889 +185.8 +1.822 +/49.7 +/-57.5 USED AT CURVED 48 +180 +180 .1•77,2 +/.73.8 +1.70.1 +l8&B *783.5 +180.3 +157.7 FRAME MEMBERS ONLY 29 618' I..- LONG SIDE BY 48 +/80 +1.79.3 +!•75.8 +/•71.9 +188.3 TI 4.9 +181.5 +1-58.2 1;$11-718'O.C.MAX. GLASS BITEPrOdael O Y 60 +180 +1.77.5 0.74.1 •/-70.3 +1.68.7 +1831 +159.7 1-3 52 +/•791 +1-75.6 +1-72.4 +/88.8 +185.1 0-61.5 SHORT ; NO CHANGE THIS SHEET w 64 +/-774 +1-73.8 +Ro.5 +/87.3 0.63.5 EXTERIOR SIDE D E'07/07J15 56 +1-758 +1-72 +181.8 +185.3 20 13 m 58 +/-742 +1.70.3 */858 ' e 60 +1727 +188.7 +185 GLASS TYPE 1 62 +/-71.2 +187.1 b 84 +189.7 +1�.5 �-- LONG SIDE 88 +1.88.3 T- 87.718 +187 M Y Q NOTES: SHORT /i/ � a fn -nab 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE Y/ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ❑ ++ st 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSKN43 COMPLETELY FIT WITHIN. .J___ N a alb O N (�N I.- D TABLE DIMENSIONS MAY BE -1 M W � ORIENTED VERTICALLY OR Z Z a0 a HORIZONTALLY AS SHOWN. un LU UVVJI X10LU O TABLE 3: ti �O Q - Z 0 0 Window Design Pressure(0,psf)forGtoss Type Y� z D:Z °�' o wLL Lmg Side M 1-1119'NOM. m � 67.7/8 72 78 s0 84 92 98 100 104 109-U2 GLASS STACK 7118'LAMINATED Q tV 30 +1.80 +180 +180 +1.80 +180 +/-BO +180 +feQ +180 +140 +/80 GLASS STACK F- 32 +/•BD +180 +1-90 +140 +180 +180 11-80 +180 +180 +180 +/-60 3116'HEAT _I SHORT f~/? 18815 34 +/40 +140 +/.80 +/40 +180 +180 0-80 +/.80 +/40 +180 +/80 STRENGTHENED GLASS '1 SIDE ® Z 38 +180 +140 +1430 +180 +14M +1.80 +/.p +180 +/411 +1.80 +180 3116'TEMPERED GLASS F, 3g +l-80 +/80 r/80 r1-80 +140 +1.80 +1-w +140 +179.4 +/•78.1- +/74.3 3118'ANNEALED GLASS O f�fj Z 40 +/80 +1•8D +1-80 +180 +140 +1.90 +1.80 0.7&7 +1.73.5 0.70.9 +JBg 7118'AIR SPACE .080'PVB (] � lulls 42 +/.10 +140 +/80 +180 +140 +140 +/•77 +/•73.1 +149.8 +188.9 +/•Bi.2 11 INTERLAYER LL Z 0_ 44 +1.80 +180 +/-80 +J•s0 +14p +/-77.8 0-74.1 +1-70.3 +187.6 083.9 O s � 48 +/-80 +14D +1-80 0-80 +1.79.2 +/•754 +1.71.7 H8&1 +/45.1 6 LONG 0 •� 48 +180 +1.80 +180 +180 +1-77.2 +/-73.3 +189.5 +1.658 USED AT CURVED �, SIDE U,I W a 0- 5-0 60 +140 +140 +188 +l-79.43 +!•75.3 +/-71.3 +187.6 FRAME MEMBERS ONLY 29 X 52E+I.78.8 +18 0.80 +1.77.7 +l-73.5 +1-m6 @ 11-7/8'O.C.MAX GLASS BITE Lt ❑ N 54 0.80 0.79.8 +1.78 0.71.8 1.3 apu •leer)eeues 56 +1-80 +1-77.5 0.73.8 68 +/-79.4 +/•75.4 EXTERIOR �� .( LYNN 49/ gg +1•77.8 +1.73.5 G7 22 21 13 SHORT �` `�O,.•GENS 62 +/-75.8 • SIDE \��•,' L1 F •., 64 0.74 • • • • • • • GLASS TYPE 3 �, •••it�= 80 • • • • • • • No.50705 81.718 • -- NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TP TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 11 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. AU•- ST TC F5 •'j� 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDR%9 JIIZEI A TABL BOWWAISH THE.VWALL DIMENSIONS COMPLETELY FIT WITHIN. ��'�n F(ORIpD•,.•'�\•• • •• • • • • • 000 •• • ••• • • A.LYNN MRLER P.E. P.E.081705 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4: Window Design Pleasure(+1•,psf)for Glass Typee 2&4 ng SI (in) 87-710 72 t 78 00 84 88 192 98 100 104 1 109-112 1 112 118 120 124 128 1 132 1 138 140 1 144 3Q 040 +14M +/-80 +/.80 +140 +140 +140 +/40 +I-m- H•80 +IAO +/80 +l 80 +/-80 +1-80 H-g0 +l 00 +/g0 32 +IAO +140 +140 +1.60 +140 +l +J _1W +/40 +/40 .110 +IAO +140 +140 +/40 +lAO +IAO al 80 +140 34 040 040 +IAO +l AO 040 +140 +1-80 +140 +l +140 +I.80 +1439 +l•gO +/40 +l- +/430 +1.80 asPRODUCTpling ithft 38 44-80 +140 +140 +140 +IAO 040 0-80 040 +/-80 +IAO +140 0430 N40 040 +140 +140 as Building tog with Ih0 Florida 36 040 +140 +1_844 +1-80 +140 al•80 040 +IAO +IAO +140 +1.80 +146 +IAO +1-80 Building Code Acapimca No 40 +/ +1.811 +/AO +lAO a1A0 +fAO +IAD +/.60 +140 +IAO H-00 +!•80 pirol Daft Jg 42 4440 +I-go a1-80 0.80 +1-80 +/AO +1.00 +/-00 +140 +140 +/AO 44 +IAO +1-80 */•80 +1.80 +/40 +1.80 +1.8!1 +IAO +/AO 040 B 46 +f40 +140 040 Oso +140 +/.00 +/ +1-80 0.60 Mt Dade Product 48 0.60 +/.80 +1.80 +lAO +f• +/AO +/-80 +/40 50 +/-80 ./•e6 +140 +I• +140 44.80 4400 Q NO CHANGE THIS SHEET +/40 +140 +1.80 +F 0.79.1 DATE:07102115 % +140 0430 +1 +IAO +1.78.8 an t/ —;7--- -60 .6 + 0.80 +1430 U e ! +1.80 +1.79.3 62 +140 a 64 +140 +1.80 80 +1444 W a `S a 67.718 71-80 > •ne8 NOTES: K 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1•FROM THE TIP•TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. Q 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. }t` ti ol00 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Q a C4 C y o ZLL LL tO W YMeI 6 W NOM. TABLE DIMENSIONS MAYBE r O Z N Dlo GLASS STACK ORIENTED VERTICALLY OR o Z 0.Z O to 7116•LAMINATED 7118•LAMINATED HORIZONTALLY AS SHOWN. Q J O GLASS STACK GLASS STACK ._1 LONG C0 M AG— REN TERLAYER 3118'TEMPERED GLASS 3118'HEAT STRENGTHENED GLASS SIDE Q T 3118•HEAT STRENGTHENED GLASS �_ LONG SIDE N W 7118"AIR SPACE ,090•PV13 INTERLAYER ® Z 7oa45 3118'HEAT STRENGTHENEHENED GLASS I � N 4 11 + SHORT Y� LU Affln _I SHORT ua. Z (L USED AT CURVEDUSED AT CURVED 'f SIDE O p QQ FRAME MEMBERS ONLY 29 FRAME MEMBERS ONLY 29 818' Z N LY (d,!11-7/8'O.C.MAX. GLASS SITE (g111.7/8.O.C.MAX. GLASS BRE W , 1-3 1-3 x w 0.d LONG SIDE —+-� r 0 EXTERIOR EXTERIOR e9u -�ssp ssus5 G3 a 22 21 13 • ••• • • • • • •• GLASS TYPE 4 SHORT LONG \ll'NN I SIDE SIDE �. p1� M/ze•• • • • • ••• • No,X8%05 Ix SHORT %-U 7�� , '_ SIDE VJ: • ••• • ••• • • p•�•,- ST. E )F �V,' ••i i• • •• i•• • ••• 00 ��/5S10Nl��.��.<<• •• • ••• • • • A.LYNN MILLER P.E. P.E.6 68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5: Window Design Pressure(+F,psf)forGlass Type 5 Lm9 depn) 7/le'LAMINATED I� 07.718 1 72 78 1 80 1 S4 Be I 92 96 1 100 104 1 109.112 GLASS STACK I 30 +901-125.4 +901.120 +9111-`115.51+90-111-5 +901-108.5 +901.106 +901.104.5 +901-103.5 +w-1025 +90!•100.7 +96'•97.9 .090'SGINTERLAYER 32 .7 01-116.9 40-1108 +901.105.3 +0-101.8 +901-9a7 +901.95.7 +901-923 +901-90.8 +901-90.3 +149.9 +1.89 34 +gp/-108.9 +901.103 +90698.8 +901-95.1 +901.91.8 +! 2 +/44.4 +1815 +140.1 +1.79.8 +1.79.4 3/18"ANNEALED GLASS 38 +901.102.6 +901-87.1 +9p/-928 *l-88.9 +145.5 +1-828 +(-79.7 +/-77.2 -.75.1 H-73.4 +/.72.2 3118"ANNEALED GLASS PRODUCT REVISED 38 r90/-98.4 +W-922 +1.88.7 +1.83.2 +/.80.7 --78.1 +1.75.2 +/.725 +170.3 --88.6 +1.88.3 m rnmpfyin8 wiN aro FlorldO 40 *901-94.8 +/-88.2 +/-82.8 +1.79.6 --7Z2 +/-74.3 +1.71.3 -•87.9 +1.85.1 +143.4 +141.8 4 11 � Building Codd t5�� •� 42 +90691.3 +144.7 -•80.7 +1.77.4 --74.3 +/-71.3 +688.2 +(.847 r/41.0 +/59.8 +/-68.2 USED AT CURVED Acceplmtce No 44 +1.88.3 +1.82.4 +1-78.9 +/-75.4 +1.72 1 +148.9 +/-85.8 +1422 +149.7 +157.5 FRAME MEMBERS ONLY pian Dm° 29 518" U 46 +1454 +1.80.8 -77.2 +1-73.8 -70.1 +148.8 -43.5 +/BQ3 +157.7 (�11.718.O.C.MAX. GLASS SITE I-+- LONG SIDE By ME+;-12 827 +1•79.3 +/-750 +/.71.9 +/-88.3 +144.8 +141.5 -562 Mi Ode 0.9 +1.71.5 +l-74.1 +/-70.3 +1.86.7 +1-63.1 +159.7 1.3 7Q1 +1-75.0 +/-724 +!•88.8 -45.1 +1-81.5 SHORT v, 7.4 +1-73.8 --70.6 -•67.3 --63.5 ExrEw Ir Q NO CHANGE THIS SHEET 75.8 +/-72 -. 8 -+145.3 a 20 13 SI Y� a DATE:07/02/15 742 +1.70.3 +/48.8 T 727 -48.7 +185 GLASS TYPE 5 -71.2 +187.1 .89.7 +145.5 �- LONG SIDE 883/-87 NOTES: y Q 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT 6/ a a -nay 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE W 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0to 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. N h 110 l TABLE DIMENSIONS MAYBE rj W -' A ORIENTED VERTICALLY OR z ii Z a HORIZONTALLY AS SHOWN P 6 Q ° UU X- TABLE 6: Z 9 O � C7 0>na Window Design Pressure(+h,psf)forOlass Type 7 �� Z Ldtg S ) Z 0.:z 0 w li. 67-718 72 70 80 84 88 92 98 10D 104 109-112 1-1116"NOM. r�� 0 30 +90t-130 +901.130 +W430 +901-128 +901-171.8 +90/•119.8 +901.1181 +901-117 +96'-1158 +901.112.7 +96'•109.9 GLASS STACK 7/18"LAMINATED Q a 32 +806130 +901-1251 +801.118.9 +WW714.B +901-111.5 +901.108.1 «901.104.3 +901.102.4 +901.102 +901-101.4 +901-99.7 GLASS STACK H 34 +901-123.1 +yQ•.11fl4 +901.111.7 +901.107.5 +901-103.8 +901-99.7 +901.95.3 +901.92.1 +901.90.5 +1.90 +/-89.6 SHORT t j W 6 4«901.118 +80'40a8 +901.104.8 +901-100.5 +9p1.9a8 +901-93.3 +/-90 --87.3 +144.8 +142.3 +1.81.2 3118°ANNE-ALFA GLASS SIDE ® Z 3118`TEMPEREDGLASS 7 N R446 +901.111.2 +W444.2 +901-97.9 +901-94 +901.91.1 -'-882 .1.84.9 +1.81.9 +179.4 +1-76.4 +/-74.3 3118•ANNEALED GLASS ^$ V) F.. +901.08.9 +901-99.8 +907434 +901-90.1 +1.87,2 +/.84 +/80.5 r!+1787 +/78.6 +/•70.9 +1.89 7118'AIR SPACE ,090•&6 INTERLAYER Z +906103.2 +911•-95.7 +901.91.2 +147.4 +184 +1.80.8 +1-77 +1-731 +149.6 +/88.9 -852 °fD +901-99.7 +901.93.1 +189.1 +1852 +181.4 -•77.8 +1.74.1 --70.3 +147.5 -83.9 11 Z+W-7 .5 +96'•91.3 +147.2 +1.832 +/-79.2 +6754Ell +1881 +145.1 6O+901.93.5 -89.8 +/854 +1412 -•77.2 --73.3 -858 LONG C1 ti oQ +187.8 +183.7 +/•79.4 +1.753 N-71.3 USED AT CURVED 5/8„ SIDEy+901.91.4 FRAME MEMBERS ONLY 29 X W+189.4 -•85.6 -81.8 +1-77.7 +/-73.5 +/49.6 @ 11.718"O.C.MAX. GLASS BITE LL O +187.5 +! .4 +/•79.8 +1-78 +1.71.8 Be +/-610 +151.4 +1-77.5 --73.8 1-3 °7P.1 'asap savas 68 60 +/821 +1.77.8 +(.73.5 •• • • • • • EXT/ELR-I,OR 22 21 13 SHORT �0' N LLYNN d� 82 *18Q4 +1.76.8 \I-' SIDE �� pN••...•...•,1!( /i 84 +l7a8 +1-74 a�,.•'410ENSF F.D �� es .177.2 GLASS TYPE 7 `P 87.716 1 +1.749 1 1 1 • *Ole •• • No.58705 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. �. t`""•�� 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 7 r1 1 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOVVIZE IN jfW TABLE ABOVE Chi THE OVERALL DIt NSION3 COMPLETELY FIT WITHIN. `'�(�•'. STA F'S ;' 1j 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINMOWS.DO IJDT USE WQH FdN-FRAMJO WINDS • • - •'h••.• p \�� S11 ` •• • ••• • • • A.Lm WLER.P.E P.EA 88706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7' Window Design Pressure 1+1-,psf)for Glass types 6&6 Long Slav(in) 67-7/8 72 70 80 B4 88 92 98 100 104 109-112 112 118 120 124 128 132 138 140 144 30 +901-130 +901-130 +901.130 +90/•130 4o!) 13D +901-1 +10/-130 +901.130 +91-130 +�1-131) +901.130 +901.131) +�l•130 +901-130 +ip1.130 +901-131) +901.130 1901-130 ;W+MV-130 +801.130 32 +901-130 +901.130 +901.130 +901.131) +90!.130 +901-131) +901-130 +901-130 +901-130 +901.130 +901-131) +901-130 +901.1 +801.130 «901.130 +901-130 +901.130 +901-130 +fit-131) 34 +1_-139 « .130 +901.130 +W-130 +90V-13D +90/-130 +9W 130 +901.130 +90(-130 +911/-t30 +901.130 +90/-130 +j1-130 + .130 +907.130 +901-1 +W-130 PRODUCT REVISED 36 +90!.130 +901.1 +901-130 +901.130 +901.130 «901.130 7901.130 +80!-130 !901.130 +901-1 +901-1 +901.131) +901.130 +901.130 +907-130 * -130 B mmPlyL,g with the PbttBe 38 +901-130 +901.130 +901.130 +901.130 +90/.130 +9131- +901.130 +801.130 +907.130 «901-1311 «901.130 +81)/•130 * •129.2 790-1-127.3 Building Code Aeceptenc Dal 40 +901-130 +901-13D +901-130 +9M-130 +j-130 +90/•130 +901-1 +961.1 +901.130 +0'-128.8 +901.123.2 +901-1 Ex uetio Bata )q 42 +901.130 +901-130 +901.130 +80/•131) +901.130 +901.130 +901.1 +0.129.3 +96/.123.2 +901.119.7 +9Dl-118.4 44 +901-130 +91)/.130 +901-130 +901-1 +90/-131) +901-130 +901-13D +W.124.5 +901.119.4 •116 e 'S 48 +O1-130 +01.130 +901.130 +901.130 +901.131) +80(-130 +90r-128.9 +9s'-120.5 +90'-115.3 Mierti ada hol v 48 +901-130 +901-130 +901.130 +901-130 +901-130 +0-129.7 +90/-123 +0.1165 Y 60 +901.130 +901.130 +901-130 +901-13D +901-130 +96'.128.2#89.4/-11A a NO CHANGE THIS SHEET ,@ 52 1807-13D +901-130 +07-130 +901-13D +901.131) +8681.123 rr DATE:07102f15 rn 54 +901-13D +901.130 +901.130 -901.13D +98.81.127.1 m 56 +90/•130 +901-130 +901.130 +6641.129 a; 58 #901-13D «901-130 «901.130 U 60 +901.131) +BOb13D !69.81.129. 82 1 +901.130 +901-130 � 64 +901-130 #901-130 _ 66 +901-130 lh Y 87-718 +901.130 a 3 'tea NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THETIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. p a N0N 0 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O a 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. }U' N °W R o 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. �j pp c1� ZD-' uj Ute.. t0 J W � UU XN O TABLE DIMENSIONS MAY BET h W .0 z o0 ORIENTED VERTICALLY OR I o> fl g p 1-1/18' 0.Z NOM. HORIZONTALLY AS SHOWN. Z `" F N LL 7118'LAMINATED GLASS STACK 7/16'LAMINATED LONG m 0 GLASS STACK GLASS STACK SIDE a 3/16"H STRENGTHENED GLASS �"'--' LONG SIDE F- Lu~ .090'SG INTERLAYER 3/16'TEMPERED GLASS ® It :D 1 N *13L-S HEAT 3116'HEAT STRENGTHENED GLASS :D 3116'HEAT STRNGTHENED GLASS 7118'AIR SPACE .090"SG INTERLAYER SHORT 00 2 z 11 310E I SHORT ❑ LU m 5 -"-1 SIDE O ar (L cV N USED AT CURVUSED AT CURVED ❑ _u) r` FRAME MEMBERS ON /8' FRAME MEMBERS ONLY 29 SS N (d}11-718'O.C.MS BITE @ 11-7/9'O.C.MAX GLASS BITE W n.a 1-3 I+-- LONG SIDE -►•j a •°�p seuaS EXTEXTERIOR 13 SHORT il/ LONG \\\\1t1t11f1/j/`' •• ••• • • • • • 21 SIDE Y� SIDE �� V LYNN• • • • • • • �.� ON......... GLASS TYPE 6 • • •• • • • • • GLASS TYPE 8G . �\c1 NSF'•;F9 %_ •• ••• •• • • • •• No.56705 -_I SHORT "D (/1, -I SIDE •' W1rjF5 /•1�� • ••• • ••• • • U••. • • • • • • • • • S` Ca I,;10NAU •• • ••• • • • A.LYNN MILLER P.E. REA 68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRIP INSTALLATION EDGE OR FRAMING.SEE INSTALLATION TYPE B EMBEDMENT DISTANCE NOTE 2,THIS SHEET - TYPE C - INSTALLATION EMBEDMENT 1X WOOD BUCKSTR TYPE A 114•MAX SEE NOTE 2,THIS S Am SHIM i' EMBEDMENT TVP.ANCHOR TYPE.EMBEDMENT AND EDGE PRODUCT REVISED 1 j b EDGE DISTANCE PER SUBSTRATE. DISTANCE ��^S CO& s Flo" -Q W,_e EDGE SEE TABLE 8,THIS SHEET � Bru1d'if N t5-0- AcaptNo Z�DISTANCEiS Ireli DateS9 114'MAX ' /SHIM 1 P7ANCHOR TYPE, DMENT AND EDGE NO CHANGE TNCE PER SUBSTRATE, DATE:015 ABLE 8,THIS SHEET 11 m USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY +. v 11-718-O.C.MAX. 4 CONCRETE/CMU I 11 PER ANCHOR VISIBLE LIGHT WIDTH= 5 REQUIREMENT 4-�- WINDOW BUCK WIDTH-2-314• ' WINDOW BUCK WIDTHCONC CMU a W WINDOW EXTERIOR TW TO.71P WINDOW WIDTH REQUIREMENT a 0 BUCK HEIGHT G7 114'MAX.SHIM --•-{ HORIZONTAL SECTION A-A IP-TOwTIP LU TWINDOW 012 STEEL Edge LL ? uacgp HEIGHT VISIBLE SELF-DRILLING SMS LIGHT (G5),SEE TABLE 8, TABLE 8: Mks Mex O.C. 00 X N o W RETORT= THIS SHEET Amber Subetrale Olawrice Mtn.EmdedntaN SWIM �Z in 2 GO 0M0 WINDOW BUCK uthem Inc(8 .86 91 o .. 1 h O Aluminum,808178 min. z o HEIGHT' INSTALLATION 012arOta4lossScrew A30 Meet ;8• 0.083•• 12, z tiz LL 2-314' F- 0 METHOD D Steel Stoll Or.33 min. 3/r 0.041s 18 Ge• 12• p INSTALLATION ANCHOR P.T.8outhem Pine(80=0.85) 8118• 1-w tr z m UNDERNEATH THE Akunlnom,808178 min. 3 w 0.083•• 1r O BEADING 012 x014 Steel Screw(68) y F laa EXTERIOR A36 Steal 3W 0.083•• 12' Steel Stud,Or.33 Mn. 318' 0.045'(18 Ga• 12' ® z g U uteri CMU, S C80) 2-11r 1-114' 12' y MIAMI•DADE APPROVED MULLION V41410 88 CreteFlez Conorele(min.3.35 Rep Y 1.314' 12' O� z (SEE SEPERATE NOA),ALUMINUM, Concrete(mm.2.85 k 1' 1314• 1Y LS z STEEL FRAM NO OR STEEL STUD. Concrete 2.88 ke0 2-1lr 1318' 12' u z SEE SUBSTRATE PROPERTIES, 114'Steel Ultracon OLu TABLE 8,THI3 SHEET Ulreroulad CMU, 7M C-8) 2.1/r 1•V4' 1r Q O �I SHIM Grouted CM STM C•!N 2-1/r 1314' 1Y 8118'Steel UOreoon Catorele(min.3.5 kal) 1-V4' 1.314' tr tj X Orou[etl CMU ASTM 080 2-1/r 1314 tr 1 ILL LL MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. epD •asap eaua5 1X WOO BUCKSTRIP, • SEE NOT 2,THIS SHEET • • 1 J1 •• ��t t (LYNN •' db 'It°PLR • • • go E SEGMENT ^ 4r•a'.- C R• • 0 0•. INSTALLATION NOTES: ``Q LiCENSF••,F.Q :� o- I` .+•' , Q V NT No.50705 • • • ••1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ I• EDGE• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-jr,ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112.1X WOOD BUCKS ARE - C( -lo INSTAL ION f^'� T1•P.ANC TYPE EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS-W ARE 1-11T THICK OR GREATER. -7 DISTANCE •• •ANI�O DI TAN g E AER• • IN91'ALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ;.�(�•� ST TE r •'(VUR TYPES • SUS TE, ETABLE�,?HIS SHEtT� *tJRItDICTK)N. �l�S'•.F10RIO.;.•'•�� VERTICAL SECTION B•Q • • • • • t Fct ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 5/ONr t E``, •. • • . • • 1111111 t,t •• • 000 • • 4.F APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,P.E. P.E.B 88705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F EMBEDMENT DISTANCE NOTE 2,THIS SHEET 1X 7E 2.THIS S EEE EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION 1/4•MAX I EMBEDMENT SHIM TYP.ANCHOR TYPE.EMBEDMENT AND EDGE TYPE E EDGE DISTANCE PER SUBSTRATE. PRODUCTg with O F�� D Building?... B SEE TABLE 9.THIS SHEET EDGE DISTANCE yly C da DISTANCE Ac. lance No IS-0528.24 '�..d. Iq 114"MAX 2 L4 2 SHIM IIAuct 4 TYP.ANCHOR TYPE, - EMBEDMENT AND EDGE < NO CHANGE THIS SHEET 11 DISTANCE PER SUBSTRATE, 11 a ATE:07102J15 SEE TABLE 9.THIS SHEET EXTERIOR m USED AT CURVED 4 11 ° EXTERIOR 29 FRAME M .C.MA ONLY °' •a. .- �� I 6 a 11-7/8'O C MAX VISIBLE LIGHT WIDTH- 'a . � CONCRETE/CMU I WINDOW BUCK WIDTH•2-3/4' PER ANCHOR WINDOW BUCK WIDTH REQUIREMENT I•' CONCRETE/CMU a WINDOW PERANCHOR 0)_ BUCK HORIZONTAL SECTION C-C REQUIREMENT x ? HEIGHT 1/4'MAX.SHIM N r slap O ap 912 STEEL 0 NA N w , a22 W SELF•DRILLING SMS .l .j. � VISIBLE (GS),SEE TABLE 9, TABLE 9: z W u� Sc LIGHT THIS SHEET Mln.Edge Mex O.C. =W to .R (] HEi(3HT= Anchor Subaltate Dletance Min.Embedment S Ing UW U 02 WINDOW F Z m BUCK P..8 m Ire 0=0.85 9/ 1 HEIGHT- 912 or#14 410 SS Screw Alum rn 8083.78 min. 8• Dor. Y d 0 S 0 o 2_G4• INSTALLATION Steal cls' ---door-. 12, g Z LL TYPEH SteelBtud Gr.33m 318' 0.045. 18 Oa• 1Y O LL P.T.Bootham Plrre(80=0.65) 9/18' 1.348' 1Y r EXTERIOR #12 or#14 Steel Screw(G6) Aluminum,8083.78 min. 318' 0.683'• 1Y A30 Slee! 318' 6.683 12 F"' 1 45 Steel Stud Or.33 ro t. 318• O.o4tr 18 Oa 1Y MIAMI•DADE APPROVED MULLION 1/4'410 88 CreteFlex UnO Concrladete CMU,(ASTM Kai) 2-1/Y 1-1/4' 12' Z N 21 (SEE SEPERATE NOA),ALUMINUM, Canoreta(tnln.3.38 kap 1' 1314' 1Y S Z Z STEEL FRAMING OR STEEL STUD. COilTZ.mN.2.88 ke 1' 1314' -,2- STEEL Y sie� g Corrcrete min 288 kap 2-UY 1318 12 LL Z_ LU SEE SUBSTRATE PROPERTIES, 114'Steel Utraeon 'y J N N TABLE 9.THIS SHEET Utrorouled CMU,(ASTM C4I0) 2-UY f-1/4' tY O 6 Grouted CMU, STM 490 2-VY 1.314' tY n aQ 114'MAX SHIM 5/18'Steel llfUaaon Cororete(min.3.5 kal) 1-U4' 1314' tY W � Grouted CMU ASTM C-90 2-1/2" 13/4' 1Y O LL W d •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. apt •Deep seues €W 012.rS SHEET • • •• \��N00 LYNN • • • • • • • • a' l� •' N IV PLR • • • • � P:. V10ENgF•..F,Q EMBEDMENT ~•; OR-m• • ••• • INSTALLATION '; �1c No.58705 1" • ••` • • • •• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. = //`� INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'00,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X W000 BUCKS ARE II EDGE • TYPE F I" ANCHOR TYPE EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'WARE 1.1/2'THK KOR GREATER DISTANCE • •• • EOOE �T�{N • IMSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING C• ��TE OF �(G, gTA t ORIDP,.•••�, • • BSEDGE TAB ,THIS IEE: •JUJSDICTION. TSS C�•` VERTICAL SECTION4D►D :• • •• : • • ••• i3 F$R ATTACHMENT TO METAL.THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ////�dNAL •. ... 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER P.E. P.E.#68705 ••• • • • • Or • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, t7lW OTE 2,THIS SHEET TYPE J TYPE K SEE TABLE 10,THIS SHEET EDGE DISTANCE 114'MAX EDGE DISTANCE —►I INSTALLATIONDISTANCE SHIM TYPE I 2X WOOD SUCKSTRIP O PRODUCE REVISED 2X WOOD SUCKSTRIP OR FRAMING,SEE molding rtBwithlireFltrcMa OR FRAMING,SEE Ittaldmg Coda#:1-1 NOTE 2,THIS SHEET Acceplanm NNOTE 2,THIS SHEET on Da19 114'MAX TYP.ANCHOR TYPE,EMBEDMENT AND SHIM EDGE DISTANCE PER SUBSTRATE, BY 4 8 SEE TABLE 10,THIS SHEET At EMBEDMENT EMBEDMENT m NO CHANGE THIS SHEET � 3 D E:0 !02/15 EXTERIORNLY<, 11 EXTERIOR _ Q 4 5 �Nb WINDOW BLE LIGHT WIDTHSO BUCK WINDOW BUCK WIDTH-2-3W HEIGHT 1/4MAX.SHIM �-+— WINDOW BUCK WIDTH O N I-- N I t O; N A Z Ica I• VISIBLE INSTALLATION HORIZONTAL SECTION E-E z to�- w LIGHT TYPE L U v x d HEIGHT= Z m O U' una WINDOW O BUCK #10 STEEL O O Y Z HEIGHT- SELF-DRILLING SMS Z d Z O 2-3/4° (GS),SEE TABLE 10, �q' LL THIS SHEET TABLE 10: Mim -1 c0 Substrate Distance nc a Max.O.C. a Anchor Dlstenca 3 clog y ra°vs .113 Box I P.T. them ne( -0.65 5118' e° ® r 2-112"x.131°Common Ne8 P.T.9adhem Pore SG=0.55) Stir 2-112°x.145°I=fmn Nail P.T.Soldhem Pine SG=0. 318° 6° F Z 21 P.T.9outhem Pine SG .55 112` 5° 5 g 2X WOOD BUCKSTRIP EXTERIOR O.OB3`Aluminum 8083 75 rrdn. 511B' 5° a Z Q °n OR FRAMING,SEE #10 x 1°9tael Screw• 111V A35 Steal 5118° 5° O �$ N N Pv NOTE 2,THIS SHEET p,045° 18 Ga Steel Stud Gr.33 5118' 5 LU z 114'MAX SHIM MIAMI-DADE APPROVED MULLION LL li (SEE SEPERATE NOA),ALUMINUM, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. U STEEL FRAMING OR STEEL STUD. °nu '°csp sues SEE SUBSTRATE PROPERTIES, INSTALLATION i i ••• rn•BL.1o,:ssHEEr `\��y ILYNN TYPEJ EDGE,*TAj • • • • • ��.•'�10ENS • • • • • • • • INSTALLATION NOTES: P TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.58705 �•+— EMBEDMENT AND EDGE DISTANCE PER 1�`°"� SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1YC.1XWOOD BUCKS ARE •T1 ; • ••• • 696 • OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS W ARE 1-112°THICK OR GREATER. �O••. E or • • • • • • • IIISTAI.LATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ()�'•. STATE OF VERTICAL SECTIOI�F •• •• ••• ,�RIeDICTION ' `F ••• • •• ••{ ••• 3'F•OTt ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. r�S1UNAL�,I 111110 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • • • •• •• • • • •• •• 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT F DISTANCE NOTE 2,THIS SHEET INSTALLATION TYPE M FORT DONLYALLATION TYPE N EMBEDMENT METHODONLY, 'FOR THIS INSTALLATION 1f4,MAX ANCHORS MAY BE NO METHOD ONLY, — SHIM •MORE THAN 8'O.C. ANCHORS MAYBE NO EMBEDMENT 1 X WOOD BUCKSTRIP,SEE PRODUCT REVISED •MORE THAN 6'O.C. V NOTE 2,THIS SHEET as emptying with the Flodda `J 2X WOOD BUCKSTRIP Building Cada OR FRAMING,SEE NOTE 2,THIS SHEET Accepumco Nn 114'MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBRATE, By iretimr Dale �)q ST 8 SEE TABLE 11,THIS SHEET bti a lrcl Control/1 4 TYP.ANCHOR TYPE, V EMBEDMENT AND EDGE < NO CHANGE THIS SHEET DISTANCE PER SUBSTRATE, 3 DATE:07/02115 11 SEE TABLE 11,THIS SHEET • EDGE USED AT CURVED DISTANCEO EDGE k EXTERIOR 2B FRAME MEMBERS ONLY - /L-� 11-718'O.C.MAX. •p DISTANCE Y'' �CRETEICMU11 PER ANCHOR CONCRETFJCMU W Q WINDOW REQUIREMENT I _ 4 11 PERANCHOR > c� y �Fn BUCK f�"� VISIBLE LIGHT WIDTH= 8 REQUIREMENT O a O qqq HEIGHT 114'MAX.SHIM WINDOW BUCK WIDTH 2-314' EXTERIOR ).ti d slap WINDOW BUCK WIDTH � �� N (Y HORIZONTAL SECTION G-G vlsieLE INSTALLATION TYPE O =t to LLw u�a LIGHT ui ❑ HEIGHT= FOR THIS INSTAuAlION UWW Z 'or'WINDOW METHOD ONLY, TABLE I7: F BUCK ANCHORS MAY BE NO Min.Edge HEIGHT- •MORE THAN 6'O.C. Analtor Substrate Distance W.Embedment 3x• c Z a Z 2.314' P.T.Southam P e 3G=0.55 8116' 1318' 6• F LL O Aluminton 8083.75 min. 0.083' #12 STEEL @12 or#14 410 93 Screw A38 Steel 398' 0.�3" 8' CD SELF-DRILLING 3M3 Steel Stud Or.33 min. 318' 0.045.18 Ge• 8' (GS),SEE TABLE 10, P.T.Scothern Pme 30=0.55 8118' 1.316' 8' ® !~A leaps THIS SHEET gWminlmt,6063.75 min. 318' 0.083 Ir @12 or 814 Steel 3ore+v(G5) z A36 Steel 318' Qp83'• 6' ?� up TYP.ANCHOR TYPE, EXTERIOR Steal Stud Gr.33 min. 318' 0.046' 18 Ga• 8' O Z EMBEDMENT AND EDGE U led CMU ASTM C- 2-112' 1414' 12' ❑ aims -- 8 Sl. 114'41D SS(keteFtex u. DISTANCE PER SUBSTRATE, v Concrete(rah 3.35 kY) i' 1.3/4' 12 z SEE TABLE 11,THIS SHEET O ~ N Concrete min.2.W ken T 1314' 12' ❑ Z �' 5 x114'MAX SHIM MIAMI-DARE APPROVED MULLION Concrete min.2.55 kat 2-1/2' —11 (SEE SEPERATE NOA),ALUMINUM. 114'Steel UQreoon U routed CMU,ASTM Levu 2•V2' t-U4' 12 ( STEEL FRAMING OR STEEL STUD. Grouted CMU ASTM C.80 2-112' 13/4° 1T ti LL a a SEE SUBSTRATE PROPERTIES, Concrete min,3.5 ken 1-114• 1314' 17 spin •ase0 sa;.as ''77}'' TABLE 11,THIS SHEET 5118'Steel Urbacu n Grouted CMU 7M C-80 2.112' 1314' I 12 INSTALLATION : 1 WQQODgUcyS7RI • • •• 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. NY LYNN TYPE N S1E AipTT�4,IT Is�6d • • • .` t`0 ... poi �. • • • • • • • ••• tWALLAT ION NOTES: )i • • • • • • • • EMBEDMENT .`i ;'� • 0:• • • • •• No.58"l05 . n 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ // ^ • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 14/2'.1X WOOD BUCKS ARE -,lTU :Li• a• OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1.112'THICK OR GREATER. ()..SUBSTRATE S fA L"OF "T DISTANCE • • • • • • • •J{ tI3 IC7TON. �;fiJ>i•:°�OR.... • • i • • • • 7 � •• •• • •• • • • ••• 3ZoZATTACHMENT TO METAL-THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. `��UI11 f{t, VERTICAL SECTIOMM-H • ••• • • 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN M0.LER P.E. P.F-#56705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE$EQUAL-LEG FRAMES FOR FIN FRAMES PRODUCTREVISED w=nplyingwi0t 0w Florida Buihung Code Aceeplmtce No(cJ 5 2Ga till, tANF NGIED/Ct1RVED ANGLED/CURVED relimOnw �)9 ANG E DICURV D FRAME ASSEMBLY Miam aria Product con I 80'CORNER 80*CORNER FRAME ASSEMBLY FRAME ASSEMBLY a NO CHANGE THIS SHEET DATE:07/02/1b 10ALL COERS TO ALL CORNERSTOUSE GASKET // AND/OR SEALANT USE GASKET ANO/OR SEALANT coEQUAL-LEG FRAME r/ 0/ �FUWGE FRAME/ O / MITERED FRAME WITH INTERIOR 0 N�•EQUAL-LEG FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS 0MRAME WELDS r FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT 0- FLANGE LL N J o J u oro d 30 SCREW BOSSES.SEALANT AT ALL CORNERS O SCREW BOSSES.SEALANT AT AU.CORNERS Z U. W g 30 UV XN O �1z rC 0 � 0 w �a ti> dY Z o 2.784• 2.784' — 2.7841�_ o Z d Z R 00 LL .oea' —►•I i�� .Daae g v O p o TABLE 12: .074• 082• .D74' .082• I .074' 082' Z 1.375' 1.375'k ® Z N JaagG Item PGT Peri# Description Material 1.875•- 438, 5aa° 438• �0' 438 p FNF 1 42630 Flanged Frame Alum.806376 1.000' � o �� ., �� 060•maa O N Z 2 4285 Equal-leg Frame Alum.8083.76 ' T 1.125' LL Z �"S 3 4268 Integral Fin Frame Alum.8083•T6 O FLANGE FRAME O EQUAL-LEG FRAME i— .07P 4 4265 7118"Lemi Glass Bonding Alum.6083 T6 #4253C,8083-T5 #4285,6083-T5 6 4264 I.G.Glass Beading Alum.8083 T6 3 FIN FRAME as ILL w Be 4270 Installation Fastener Caen Alum.6083.75 O #4256,8083 T5 1•� epi •asap seueg 8b 4224 Installation Fsaloner Cotler '9ot PVC • i ••• i i rr' —�.97� � 1.037• .� ONY LYNN��i��i 10 705880 Gasket(at 80'comer joints) dY Ilyl9 11 1724718 VInyI BuIblNeat)rersldp FlelPVC Duro.4B5+/ i i i i•i 916° �I ,� •875' .•' L1ceNSF.C�F� 13 Dow 888,GE 7700 Silicone or Equiv. • • • • • • • • • ° B + ' 20 718M Selling Block,Mono.3116'x 7118°x 4' Nerpr ne, +1- • • • • �� .050• —►p..— .050' No.58705 .050• 21 71704AK Selling Block,I.G.3118'x 1.3137'x 4" Neoprene,Duro.85+/-1 7196°LAMI I.G.GLASS INSTALLATION - b 7 22 DURAK716 7118"DtuaSsat Spacer d GLASS BEADING BEADING FASTENER COVER 'gyp; st�1557 Wim; 29 #8 x 1.114"FH SMS •Stahl e6 Steel• • ••i •7s' $,8D83 T6 O#4254,6063-T5 6a #4270,8083 Tb ';c •FCURIDA,. 30 781PQX #8 x 1'Quad PH SMS ••Stain S •• • •• s i ��'SAO YAC+ •• • • • • • • • ' riuunn ' •• • ••• • • • A.LYNN MILLER P.E. P.E-9 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• •••• ••• •• ••• • • •