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PL-16-1777 Miami Shores Village �� �t "Ypa tt " 'I Ph 'i entiet' 10050 N.E.2nd Avenue NE W it ��� �� Miami Shores,FL 33138-0000 'PROV,-�►�" Phone: (305)795-2204 Expiration: 01/0212017 Project Address Parcel Number Applicant 520 NE 102 Street 1132060171060 Miami Shores, FL Block: Lot: LYNN FRANZOSA Owner Information Address Phone Cell LYNN FRANZOSA 520 NE 102 ST MIAMI SHORES FL 33138-2455 Contractor(s) Phone Cell Phone Valuation: $ 2,300.00 B 8,N PLUMBING CONTRACTOR COF (786)236-1256 Total Sq Feet: 160 Type of Work:INSTALL NEW FIXTURES IN 2 BATHROOMS Available Inspections: Type of Piping: Inspection Type: Additional Info: Top Out Bond Return: Final Classification:Residential Scanning:1 Review Plumbing Underground Aj� Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1,80 DBPR Fee Invoice# PL-6-76-60344 $4.50 07/06/2016 Credit Card $266.80 $50.00 DCA Fee $4.50 Education Surcharge $0.60 06/27/2016 Check#:4085 $50.00 $0.00 Permit Fee $300.00 Scanning Fee $3.00 Technology Fee $2.40 Total: $316.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliaFice 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 workI OWNERS AFFIDAVIT: I certify that all the foregoing informatio is accu to and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above- or to do the work stated. July 06, 2016 Authorized Signature:Owner / Applicant / / Agent Date Building Department Copy July 06,2016 1 Miami Shores Village -- Building Department JUN 2 2016 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 13'y INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 l _ BUILDING Master Permit No.1 OA0 " PERMIT APPLICATION Sub Permit Np. ,FL( fo- ) T� T BUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION ORENEWAL OPLUMBING ❑ MECHANICAL DPLIBLICWORKS CHANGE OF ❑ CANCELLATION ❑ SHOP I ��- CONTRACTOR DRAWINGS_ JOB ADDRESS:, �'Q ( � City: Miami Shores County: Miami Dade Zip' / I Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee SimpleeTitleholder): � Phone#: `� Address: 2� �'Z�- Z 5 City: l60rr l �L 0-A-> State: \ Zip k3 w Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: s`®� 1' 19dyj'J�6j 12&. Phone#: Address: l q_a-YO Se� 1477TA dF City: ` State: f Zip: 9 31 q Qualifier Name: Phonq#: -7e& 030 1.�)15& State Certification or Registration#: 67,Fe l qQ g& ` Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: to City: State: Zip: Value of Work for this Permit:$ I � O 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New )Sj Repair/Replace ❑ Demolition Description of Work: UJ S I-A(1(� l ) 1(•t1 Z t I V1 Z Specify color of color�thru tile: Submittal Fee$ ° Cy Permit Fee$ _ U�� CCF$ �' �Oicc$_ 1 Scanning Fee$ G(-') Radon Fee$ �l '�® DBPR$ �� Notary$ 9u Technology Fee$ L1 0 Training/Education Fee$_�� r Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ �J® (Revised02/24/2014) 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 approve#and a reinspection fee will be charged. Signatur Signature WNER or AGEN CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of J K� ,20 ,by 15; day of � 20 L , by e- 11 L-1 L4" —� ei- who is personally known to gcf OL A q Icc ,who is personally known to F me or who has prod ced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY P NOTARY PUBLIC: Sign: ""ZCk Sign. G' Print: Print: --u-`>"c� v a r ,�''%e�•� LAURA FARLEY Seal: zo�P;:...�4o LAURA FARLEY Seal: MY COMMISSION#FF 188027 * * MY COMMISSION#FF 188027 * * EXPIRES:March 16,2019 EXPIRES:March 16,2019 �oan��•�! RoMedThru Budget Notary SOMM BoM"ThruBudget Notary Services APPROVED BY /vf' Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) I , • • • • J p ® `orocw�rlrrer' io¢ � 1 I 1 I li yp Ic �■r�MWIAWANWIM W�� momma ���� �� 1�■■III�I��I�II/Ir ����®�� I�I��Illl�fl�l�t►!/�� Mt-o wl��a .S MIMI®D1P►DE MIAMI-DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldad&esy/economv 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 manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone: DESCRIPTION:Series"CA-740"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No: MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami—Dade County Product Control Revision stampwith the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. .RENEWAL of this NOA shall be considered after a renewal application has been filed and thetes been. no change in the applicable building code negatively affecting the performance of th%yfoa:ct.. .... .• TERMINATION of this NOA will occur after the expiration date or if there has btmna tevisiorf br change....•. in the materials,use, and/or manufacture of the product or process. Misuse of this NCAA•As an endorsement:....: of any product, for sales, advertising or any other purposes shall automatically temxiriaN this N7JA.Failure: to comply with any section of this NOA shall be cause for termination and removal ADVERTISEMENT: The NOA number preceded by the words Miami-Dade.bounty, and•••••• followed by the expiration date may be displayed.in advertising literature. If ant optMn 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 b P thq•manufacturer.or its:"'• distributors and shall be available for inspection at the job site at the request of the uilding Officials* : This NOA revises NOA#12-1218.09 and consists of this page I d idence pag E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ma CMAMID AD COUNTY NOA No.15-OSI9.13 APPROVED Expiration Date: April 11,2018 till Approval Date: July 16 2015 Page 1 b PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1218.09) 2. Drawing No.MD-CA740-LM,titled"Casement Window Details—LM&SM", sheets 1 through 10 of 10,dated 08/08/12,with revision A dated 05/15/15,signed and sealed by Anthony Lynn Miller,-P.E. B. TESTS I 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 a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory,Inc.Test Report No.FTL-7065, dated 10/05/12, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-121&09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 05/16/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 0 ••• see* ••••:• .. . •..:.• .• 1. Notice of Acceptance No. 14-0916-10 issued to Kuraray Amel ieas Inc.for their •••••• "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,ftPMAg on 12/11/16. :....: 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amerif a�Inc.foi Thgil 00000 • "Kuraray SentryGlas®(Clear and White) Glass InterlAyers"Algid 06/2VJ 5,. ..:..' .. expiring on 07/04/18. .. .• . ...... Manu erez,P.E. Product Cont of xaminer NOA No. 5-0519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09, issued to PGT Industries for their Series"CA- 740"Outswing Aluminum Casement Window-L.M.I."approved on 04/11/13 and expiring on 04/11/18. . . .... ...... ...... .. . ...... . . •• •• •• •ecce• • •ecce• • • e• Manuel ez,P.E. Product Contr xaminer NOA No. 5-0519.13 Expiration Date: April 11,2018 E-2 Approval Date: July 16 2015 SHB'L MUTATED 711W LANNATED GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLASS STACK � � p MASS STACK CASEMENT WINDOW DESIGN PRESSURE RATING IMPACT RATING BevBUTAGTEU JWS& Y VARIES, RATED FOR LARGE&SMALL BY KURAFAY SHV ANNEALED Oit 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE SEE SHEETS6.9 MS81LE IMPACT RESISTANCE UW A� AMEwca,wa HEATSTREturniErt® ate'�D' GLAss 3/16'ANNEALED OR REQUIREMENTS HURRICANE IC THE FLORIDA BUILDING CODE,INCLUDING THE HIGH I HEAT-STRENGTHENED VELOCITY HURRICANE ZONE(HVHZ} R 33 to AwvPAtEo w CLAN 37"WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN W7MD•BORNE DEBRIS REGIONS.POR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE 26.476•MAX.O.C.IP WIDTH IB 11/18.OLA93 BITESS 817E OUTBOARD LITE(CAP)MUSTTEMPEREO. UNDER 33.478"(HEAD&SILL 36 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MU1M1-DAOE 4"MAX S.SEE SHEET2 3 ��,COUNTYAPPROVED MASONRYANCHORS.MA1TcRIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS 160 AND CONCRETE WITH MIN,KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. -�_ 4)ALL WOOD SUCKS LESS THAN I•lirTHICK ARE TOBECONSIDERED IX17-1p2• GLASSTYPE I GLASS TYPES 2&3 INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SUCKS DEPICTED AS 2X ARE 1-1fYTHICK OR A \ MAXX SEE 7te't l. —{�+�►-7{1 i/B'RDM. --�.�--..) SHEET2 O.G. GlaiB SAD( GLASS GLASS STACK I --� Is- GLASS TACK GREATER.IX AND 2X SUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY l TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLAT'IDI+I \ TL GLA99 9TACH IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. IW ANNEALED GLASS 3H8•ANNEALED OR fr 1r18'aRSPA ASVHWACITE�VB 1/4'aRSPACE. HEATSTRENG711ENED GLASS 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ' BY KURARAr O.G. 1/8'ANIiEALED OR AMERICA,W. 3J18'AMTPAIPD .DSB'tKi�YKUPARAY TA STUCCO.USE ANCHORS OF BT SEALANT EMBEDMENT A8 SPECIFIED CORE G GLASS GLASS AI�PoGA.iwc. TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL or VISIBLE / \ USE ANCHOR 36 1B'ANNEALED 38 3naa4NEM�,OR HBAT3Po' fNG7HENED GLASS SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION PAIR AT EACH xrEat R EXTEMOR SHALL BE DONE BY OTHERS AND 13 BEYOND THE SCOPE OF THESE H�C tiT JAMB IF I 4 INSTRUCTIONS. (DLO) HEIGHT IS 37 11118•GLASS SITE 97 11/10'GLASS BITE 8)SHIMS ARE REWIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS 2&'OR OVER � 3 I t 3 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING 9 !r. APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE SUFFICIENTLY ANCHORED 78' TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. HEIGHT 31 32 60 31 3.1 6D 7)DESIGN PRESSURES: GLASS TYPES 4&6 GLASS TYPES 6&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 7AY NDNL B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTIIRALl GLASS BraaL THS'GLASSSDMTED $TCK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. X18,ANNEALED OR�OR T-STRENGTHEN ED GLASS e)THE ANCHORAGE METHODS SHOWN HAVE SEEN DESIGNED TO RE.THE 1IPAtltBPACE WSAY KWWAY W-113%STRNDLOADS CORRESPONDING N THE BEEN USED I DESIGN D PRESSURE.THE 3116'TEWERED ALIEPoCA,INC. 33.1!3 k STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS B 6tA88 3H6'At84PALEDDR PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 14.117 MAX O.C.IF WIDTH IS GL NEU'ANNO LEDORED ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 4"MA' 33.478•&OVER(HEAD&SILL) E)CfBR1CN DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 30'V1S18� , GLASS BUILDING CODE FOR CORRO3WNRESISTANCE. OPENING(DLO) 11/16•GLASSBITE 8)REFERENCES:TEST REPORTS Fn-7m.3678,368111,3724;ELCO ULTRACON TYP.ELEVATION OF 37 3 NOA;ELCO CRETEFLEX NOA;ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. CASEMENT WINDOW 31 60 4ABLE t- - - - - 32 PRODUCT REVISED _ as complying with tha Ftwids one Types •• ••• • hheem�t� • • •• 1 I t I GLASS TYPES 8&9 n�4,05• • II•"T • • • LLonD1� �.(LYNN Py/�� 7��, Rewsea By. Dote: Region a 1 8/18°LOW1118An-.OW'PVB-118An • •• • • 9• `�• p� .•.......'•.RR �� By 2 7/16'Lainl(3!BAn..080 80-3H8An • • y" fW •'•......................1 Y 3 7118'Lem 3/18 HIS•. Be-3118 H3 7 0 3E*FAIL3.._...... ...._..1 - Rartsed By' Dole: RevWM A 4 7 Lem!.I,1 118'An- 118'Air•ire•An•.080'PVB-118° 6 INSTALLATION.............................2 �it; pio.G8TD5 _ LM EUPw;°e(Zm4) 8 Ifir Lem!.IG 1/8'T-7118'Air-.ire°An-.09V PVB•11jr An) 6 ASSEMBLY TUBE DETAILS_........_3 = ® oeaary Iron: Drown BY., 8 Ire•Lead.10(3118•An-114°Alr-3/18'An•. 8 18°An) • 9e• ANCHOR SPE TIONS_......._.4 _ 7L(i Li Z GLAZING DETAILS J ROSOWSKI 7 7/8'Lem.10 3+18•An-114- r-3118° •. SG•3118` • 7 AN R 3.....................4 d TpT 8 Ire°Lefty.IG 3/18'T-1 'Ah-3H8'An•. G• 18' 9 DESI R .....M•y_m••.-.6.9 %'��•'., FI.ORIOP••' t� 1070 TECHNOLOGY DRIVE ritle: Dote: 10 ' "SCS''•••'•"' �'iCl�� N VENICE, E, FI 2278 CASEMENT WINDOW DETAILS-LM 8L SM 08/08/12 718•Lem1.l0(3178•T-1/4°Air-3/98°HB•. .8G- i8•HS)• 70 '� ` "PVB"=BUTACITE%8 BY KURARAY AMERICA,lie •• • /r0.L/YNN A�iLLLER,P.E` NOKGWS, FL 34274 Serbs/Model. Scale: Sheet: Wowing No. Rer. 'SG-=SENTRYGLAg' YKURARAYAMERICA,INC. P 687OS CERT. OF AUTH. #29296 CA-740 NTS 1 OF 10 MD-C L740-LM A • • • • • • • • • • ••• • • • ••• • • INSTALLATION OPTION 1 EDGE INSTALLATION INSTALLATION EDGE DISTANCE OPTION 4 INSTALLATION ANCHORS DISTANCE INSTALLATION ANCHORS INSTALLATION ANCHORS INTO WOOD• CONCRET&CMU AS REQUIRED PER PER ANCHOR DIRECTLY INTO MASONRY. DIRECTLY INTO METAL TABLE 3,SHEET 2 EMBEDMENT REQUIREMENT BUCK WIDTH ATTACHED TO 82 TYP.ANCHOR S _HIM ATTACHED TO 16 18 FRAME SILL 10 11 TYPE, EMBEDMENTr VENT SILL 89 13 072STEEL 6 AND EDG4 8 E 12 S3 SELF-DRILLING 1 DISTANCE PER q 32 33 SMS,SEE TABLE SUBSTRATE. 20 3.SHEET 4. 22 23 4 SEE TABLE 3. O SKEET 4. j 3 L so EDGE 1S 84 DADE APPROVED DISTANCE84 36-37 B t MULLION.ALUMINUM• 38 39 STEEL FRAMING OR O .J— ." .a •, STEEL STUD. ATTACHED TO © 82 82 ATTACHED TO VENT SILL 38.37 81 FRAEJAMB[ 13 EMBEDMENT 1 24 I VISIBLE LIGHT WIDTH{DLO} 3 6 83 70 FOR EXTERIOR ATTACHED TO S TABULE 4,SHEET R4.EQUIREMENTS, g EXTERIOR VENT JAMB OPTIONALADOON WINDOWWIDTH 12 FLANGE®HEAD, lul SILL&JAMBS HORIZONTAL SECTION A-A 31 11 SEE DETAIL EGRESS FORMULAS: WINDOW A7,BELOW HEIGHT JAMS NOTES: '•'. WIDTH.WASH HINGE:WINDOW WIDTH•13.112 VISIBLE 14 10 HARD- � 1)USE ONLY SUBSTRATE-APPRQPRIATE / ON TES: WIDTH.EGRESS HINGE:WINDOW WIDTH-7.12 ANCHORS LISTED ON TABLE 3,SHEET 4. 1)WHEN INSTALLING HE(GHT:WINDOW HEIGHT.& LIGHT FOLLOW EMBEDMENT AND EDGE ADDITIONAL COMBINATION STALL HEIGHT BUCK DISTANCE LIMITS.ANY INSTALLATION ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: I�Q) HEIGHT OPTION SHOWN MAY BE USED ON ANY /� / 10'MAX. IIANCHORS HALLLLED THROUGH THE HEIGHT'WINDOW W HEIGHT 7 SIDE OF THE WINDOW. / / T— WINDOW FRAMES AT 1V MAX ATTACHED 2)ALL WOOD BUCKS 1.E89 THAN 9-12' T FROM EACH SIDE OF THE FRAME TO FRAME ASSEMBLY TUBE CENTERLINE. JAMB THICK ARE TO BE CONSIDERED iX _� !� SEE TABLE BELOW: ATTACKED TO © INSTALLATIONS.IX WOOD SUCKS ARE \ v1' FRAME JAMB ® 89 OPTIONAL UNIT MAY BE INSTALLED AdafitlortalAnetwo R en each DIRECTLY TO SUBSTRATE.WOOD BUCKS —�{ �.--- 10'MAX _,�SEE DETAIL A2,BELOW Bido of 9•Frenfe Aas Tiros A ATTACHED TO DEPICTED AS 2X ARE 1.12'THICK OR AncMr GREATER.IX AND 2X SUCKS(WHEN USED) aWkwow B, VENTJAMB SHALL BE DESIGNED TO PROPERLY u WidfA A C 8 0 TRANSFER LOADS TO THE STRUCTURE. i iT-229' 0 0 82 WOOD BUCK DESIGN AND INSTALLATION2r-26.r 0 1 38 39 IS THE RESPONSIBILITY OF THE ENGINEER a 28'+ 1 1 OR ARCHITECT OF RECORD.MAXIMUM SHIM THICKNESS TO BE 114°. < W6gsw AmAa M 17 u Holt A B,C 6 D 20 18 18 17"- .9' 0 0 82 DETAIL _ DETAIL 23'-269' 0 1 1NLODUCTREVISED 21 Al A2 29'+ 1Buil1 ss camplging vrllb the Flgtldo - - Acc N��N.15-d51q.13 1 • • •1XV100D• • •• - - - — - - — _ _ eHonDety r wig \ !� Revised By: Dole: Rev(sion B: • i i i \�\�\N�LYN oN M/�"''��ii M Product E � i • S �••• • :'\}CENSE '•.;Y • • • • • ` �: RevFseA W. Date: Revision A; • • 1fR141/1X81BM • • •• ` >T r No.58705 s LM 5/15/15 NO CHANGE THIS SHEET Do..iplion: Droen ar. , � EMBEDMENT = o'. I = CROSS SECTIONS&INSTALLATION J ROSOWSKi PER ANCHOR i .;••i • • • • • "7 f U • a• • • • • • • • . o Et(Q77F .��1` 1070 TECHNOLOGY DRIVE RfM: Dele: REQUIREMENT .. •` - <.. • :T FLORI6P'••' \ N.VENICE, FL 34278INSTALLATION CASEMENT WINDOW DETAILS'•LM&SM 08/08/12 •• • • • • •• • • i F SCO�� PON 3 .O. SOX 1828 INSTALLATION ANCHQRS THROUGH ROUC#1 VERTICAL SECTI011 13-B ••• ••• ••• ••• '�/�/�iS� N��-`�C\\\ NOKOMIS. FL 34274 Series/6fodeL• Srnls: Sheat: Growing No. Rav: 1X SUCKSTRIP INTO MASONRY. A1-4kWiJIILLkhP.E. CERT. OF AUTH. 829296 CGA-740 NT$ 2 O 10 MD-CA740-LM A P.E.g dB7tiL ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.* • • •• •• ••• • • • ••• • • CASEMENT SX) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCT REVISED m wmpl7ingvvllh the Flmlds 10',SEE NOTE 7,THIS SHEET AcnepimucC No trj-b51�'i•13 FIGURE 1: FIGURE?: 740 SER AWNINGIES moi"• / tWn I)ato _ /•^p . /WINDOW� `� h�41em1 �• -D FRAMEWINDOW /Y HEASSEMBLY HT 70•,SEE NOTE 7, .p TUBE FRAME ASSEMBLY TUBE NOTES: •Q � THIS SHEET 1)DIMENSIONS SHOWN ARE W g 740 SERIES TIP-TO-TIP DIMENSIONS FOR EACH = � / --CASEMENT—� INDMDUALWINDOW.FOR SIZES NOT / WINDOW / SHOWN,ROUND UP TO THE NEXT In --� WINDDOW / / AVAILABLE WIDTH OR HEIGHT j- � fes• 740 740 / DIMENSION SHOWN ON THE TABLES.SERIES F Q FRAMEE CASEMENT ASSEMBLYC� � FRAME 2)ANY 740-SERIES PRODUCT Lu •� ' WINDOW TUBE WINDOW 'ASSEMBLY, (CASEMENT,AWNING OR FIXED (D � � Pg f / E TUBE CASEMENT)MAY BE ATTACHED TO J 5 1jl , THE FRAME ASSEMBLY TUBE,FOR O 740 SERIES ALL WINDOWS,USE THE WINDOWS d V N FIXE WINDOW' / NOA FOR ANCHORAGE,SIZE AND J LL DESIGN PRESSURE LWTATIONS, Oz Q a 0 *SEE PRODUCTS NCA FOR 3)ALL WINDOWS IN THE W Y` INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO D 740 SERIES \ INDIVIDUALLY COMPLY WITH THE U) r N CASEMENT EXTERIOR REQUIREMENTS OF THEIR } O WINDOW RESPECTIVE NCA 3 m Z 740 SERIES 740 SERIES FASTENED FRAME ATO WINDOW,ASSEMBLY TUBE TSHOW IN O BE O AWNING CASEMENT W FOR SINGLE UNITS: WINDOW WINDOW DETAILS,WITH MIN.#12 X 1'SHEET ( F- METAL SCREWS,USE THE SAME f!) Z 1)DETERMINE YOUR WINDOW SUE MIN.#12 X i'SMS SPACING AND QUANTITY AS THE W Q THROUGH FRAME OPPOSITE FRAME MEMBER J O W y AND GLASS, INSTALLATION HOLES LY_ c 2)KNOWING YOUR ANCHOR TYPE TUBs Lu E FRAM SLY TUBE 6)NOTE EXCEED Or IE FRAME N EBNGTH(AS UASED 2 �0 � N \V AND SUBSTRATE,DETERMINE TUBE MW.#12 X IN A Sr FLANGED WINDOW)OR BE J §V YOUR ANCHOR GROUP FROM MIN.#72 X USED IN TEE OR CROSS TABLE 3,SHEET 4. 11 SMS 1'SMS CONFIGURATIONS. THROUGH 740 SERIES THROUGH 3)FROM SHEETS B•8,FIND THE INSTALLATION CASEMENT INSTALLATION 8)THE FRAME ASSEMBLY TUBE IS ® n - SHEET FOR YOUR GLASS TYPE. WINDOW HOLES o n a m FIND THE PRODUCTS DESIGN HOLES NOT REQUIRED TO BE CLIPPED TO 740 SERIES 740 SERIES THE SUBSTRATE.ALL EXTERIOR PRESSURE FROM THE TABLE _ CAtSMENDOw FRAME EXTERIOR CSE NDOW740 SERIES JOINTS TO BE SEALED BY INSTALLER, z x LABELED'DESIGN PRESSURE n ASSEMBLY "F)FOR SINGLEW/NDOWS,ALL V TUBE EX, TERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, 9V a g ANCHOR GROUPS•. CASEMENT ADDITIONAL INSTALLATION ANCHORSf.."�,q0 0 4 DIMENSIONS SHOWN ARE HOIBZONTAL SECTION C•C a a WINDOVIM MAY NEED TO BE INSTALLED o z THROUGH THE WINDOW FRAMES AT o - TIP-TO-TIP.FOR SRESNOT _ _ _ _ - 10"MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY CORED/�wmILY: VERTICALSECTION D43 -- VERTICAL SECTION E•E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT •• •• • CENTERLINE.SEE TABLE13FLOW.- DIMENSION SHOWN ON THE 1)DETERMINE EACH INDFADUAL WINtpvA t 4E 44D M.%FUP,SEE FIGURES 18 2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. A�imtal An�hore ReQ4red on each �����p�( LYNN n?/! TABLES. 2)FROM SHEETS S-S,FWD� FOjY R�'•ro• E. • BIdeM �Mea A �10ENSF•'•,F')O 5)USING THE TABLE LABELS � ` � '•"�'T'�E.• • [- 'WINDOWANCHORS REQUIRED' •• ••• •• • • • •• < Oft A 8,0 d O ti 77.' 5 ' (TABLE 2,SHEET 4),DETERMINE 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED 70 A VERTICAL FRAMMEASSEMBLYTUBE• OR SES/GN = No.J8705 PRESSURE(PSF)FOR MNIOOM ATTACHED TO A HORIZONTAL FRAMEASSEMBLYTUW,, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS 1T-27.8' 0 ' THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. 29'•28.8' 0 1 A7.rl'o NEEDED IN THE HEAD,SILL AND FOR SSS NOT SHOWN,ROU"trP TO THE NQCT 4V`ILABLE WID&H OR MIGHT DIMENSION SHOWN ON THE TABLES. > 28•r 1 1 JAMBSOF YOUR WINDOW. • • • • I• Wugow kwtw �().•, W 4)USING THE TASE:AB�ED f pNOOWANCWRS R&QUIRED'#TABLE 20 SHCET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF u�. Hewm p 3,C 8 D t' �LURIOI` 8)INSTALL AS PER THE YOURWINDOW. J •''••....•.••'• •• • • • • • •• • • i INSTRUCTIONS ON SHEET 2. . •• • • • • • • 1r• tr ° �''5�� 1�!•l�.• C' S)INSTALL AS PER TYBrNSTRU•TIONS OM6IMNETS 29J.NOTE TRAR ADDITI NAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE '2e.e' 0 y y SHEET 2),AND THAT MIN.#12 X 1•ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 78'+ / 1 A. W y 'Ps' • •• •• • • • •• •• Wj r0cLJ TABLE 2: rABLE 4: Whidow Anchors Required Jamb Snubber Locations WkMowWklth ) PRODUCTRBVISBD as cvmPIYIvB with lh0 Florida order 2616%6' 27-3W 83-1f2' 3F 3P Glass Type: BvONogCod0 16'0 1gh1n� ArolarGmup AWWGrmp Anchoramup AnchorGmW Arat-Grmp Aneharotmp croup PVB SG AprPul�to. `LDiB A B C&D A B C&D A B C&D A e C&D A e C&D A B C&O A S C&D (lypesl,4&6) (Types2,3&&9) .limb a 2 2 2 2 2 2 a 2 2 2 2 2 2 2 2 1x rrrex.Som BY under23• 83'and None By Kam Product He MIR 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 INS R each end&30" 261&,18, Jamb a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 2 2 2 max O.C. Heats 2 2 2 a 2 2 2 2 2 2 3 2 2 3 2 3 3 3 9 3 9 1x max.torn ix max.taxn 38m " Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 mer 03• each end&36' each end&30" HOOMM 2 2 2 2 2 2 z 2 2 2 3 2 3 3 2 3 3 9 3 4 3 max O.C. max O.C. W Jamb 4 4 4 4 6 4 4 8 4 4 8 4 4 8 4 4 8 4 8 8 4 YZ 2 �� Head/8Al 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 "�"`BUTACi BY KURARAY AMERICA,INC. l 'SO'=SENTRYY KURARAY AMERICA,INC. C.1 tF 669f9 Jamb 4 8 4 4 8 4 4 8 4 4 B 4 8 8 4 8 9 4 8 8 4 HeadrBID 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 n Jamb 8 8 4 8 6 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 1)USE THIS TAME FOR (�j) FAS&SM 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 9 3 3 4 9 Jamb 8 8 8 8 8 8 6 8 0 6 B 8 8 8 0 8 8 6 0 8 8 ELEVATIONS ALLONDOWS SHEETER 1. 1' SAMPLE CONFIGURATIONS: lleatl/8fl a 2 2 2 2 2 2 a 2 2 3 2 9 9 2 3 3 9 3 4 3 DIMENSIONS SHOWN ARE g Janb 6 8 8 0 8 8 8 8 8 B 10 6 8 10 8 8 10 8 8 10 8 WINDOW TIP X 72 HWOM 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR 82ES NOT nx X X X O d(9 O �, Jamb 8 B 8 8 B 8 8 10 6 6 10 8 8 10 8 8 10 8 8 10 0 THEN EXT AVAILABLE D VP TO --1� O Fbed/801 2 2 2 2 2 2 2 2 a z 9 2 2 3 2 3 3 3 3 3 3 WIDTH OR HEIGHT X U E- �, Jamb 8 8 8 8 M 8 8 10 8 B 10 8 8 M 8 DIMENSION SHOWN ON LU 'Q' Fbad/81b 2 2 a a 2 2 2 2 2 2 3 2 a 9 2 THE TABLE. X 0 O U) N d TABLE 3: , 1 I j W Z Z MN. Min. Min. Anchor EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7H6'ANNEALED SO LAN.OLASB, X O X X X Group Anchor Substrata Edge O.C. Embedment Plate 114'MASONRY ANCHORS INTO CONCRETE,+701.80 PSP OP REQUIRED,NO ANCHOR PLATE Dietatoa Distance Required? F- s U4'steel Utmoon HMlawBlock 1• r t-114' No ENT ANCHORS: W 8.Pine BIB• 1' 13/6' NO A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+70M OA O'( � � O 2 A 914,Steel SMS( 6086 Alum. 318' BI Ob0' No ) t O �_ a) U N V or 914,410 8S SMS A30 Steel 318' BIB' NO B FOR THE JAMB.FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE M y ' J Q, 0 V A853 r.33 3J6' ,20 Ga. No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. S.Pine BIB' 1' 13/6' NO ♦6'}t o: 9 912 steel SMS(GB) 608S.14 Alum. 318' off .OSr No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMS. ZV cr 912,410 8S SMS A38 Steel 3fr Bt6' .Oar No A603 Stud,Gr.33 318' BIB' .038',20 Ga. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. * u 2.7k Concrete 2112' 4" 13/8' No 1J4'steal Ugreeon .60 Concrete 1" 4" 1314' h10 E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 11.10' 10' ��i m A Hollow � 2Sir 6' 1.1/4" NO I F)PER RULES ON SHFJ5'T8 2 8 3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY I,.. C 8.Rlrre Bib' 1" 13/8' Yee TUBE SIDE OF THE AWNING(HEAD&SB.L). 4•I '"'�4' '�'�4� i 912,Steel SMS(06) 0083.76 Alum. 3J8' SW .0713' Yee Q v z or 912,410 88 SMS Steel 3fr B/8" 06ff Yes a o Stud,Gr,33 3W BIB' .045',1808 Yes � t z G, Pk1s !il - 1' 1316' Yee /�w� FIXED CASEME14TANCHORS(PEP SEPERATENOA): 914,steel SMS(GO) 808378 Alum. 3Ir .0713' Yes U A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+70/•63.1. 1 or#14.410 SS EMS A38 Steel 618' Oe ee • • s •• 10.6' A03 81W.Gr.33 3fr 678' ee• • • Bt FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND / 13.26" w`����3 ! LYNN 2.nk Concrete 1" 4' a 1314" Yeb• • • SEB9�RA ,DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. h i 2.88k Concrete 241r 4' jA es • • •_•_!_ ..• LtGEN$F'•.;(�,Q D 1J4'steel LlltratalFow look 2.1ix r T. ••• CIFRaM 28,8 ANCHORS ARE REQUIRED W EACH JAMB. 81" ;r FI11W Block 2•tfx 4" Yes \ No.58705 7k 114"410 88 3.35k Concrete 1" B' No D)SIMILARLY,3 ANCHORS ARE REQUIRED N THE HEAD&SILL. CreteFlex Row Block 2-Ux E)DISTRIBUTE A CHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. ,yL a3.Bk Concrete 1-1/4' r •s• �1 1 %p0 S� E6116'steelUOrecan • !''2-Ux • No• • F)PEER f 6 r&EET 2,INSTALL I ADDITIONAL ANCHOR ON THE FRAME 4" 4' %�((`....F<ORIDP,.•'�,�ti��� • • ASS t� TU 9(pE OF THE F'OfED CA8EMENT(HFAD&81LL). NOTES: • •. • • . . • • I + � .,�,S/p...... 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYONQ ANY META.SUBSTFKW.0 • •• • �•+— 26• 48' 'A.rl.1'b1t4d1A.L8�t�F.E 2)ANCHORS MAYBE HEXHEAD,PANHEAD OR FLATHEAD. pEggg7O8 • • • • • • • • • • • •• •• • • • •• •• FOR GLASS TYPES: TABLE 6: PRODUCT REVISED oeatgrr Pressure(psq bramgle whdmva•AN anolrorGrwps 1)5/18°LAM!(1!8 AN-.090°PVB-118 AN) y cm�dyingwlmmeFleriae 4 7!8°LAM!.IG: 1/8"AN-7118°AIR-118°AN-.090°PVB-1/8°AN Ba7law cedNo e 1 o5(�i•ti3 W9rufox+\Nldltl ) ( ) Aaep, Date ODIA lift ww under 23' 28.16118' 27.914• 90' 33.1/7 38' 3r "PVB'=BITTAC BY KURARAY AMERICA,INC. wnder23' +70140 +70140 +74-90 +7140 +701.80 +70140 +70140 By r4r +70140 +70140 +701.90 +701-90 +701-00 +74.90 +7440 +701.90 +701.80 +701.80 +701-0 +701.00 +IW40 WINDOW +701-00 +701-80 +701-90 +74.90 +7d� +701.90 +7W-81 HEIGHT +7 +70190 +7W40 +701-90 +701.80 +70140 +7099.2+70140 +ld-8o +7W40 +701.88.8 +70180.8 +701.77.7 +70174.3WINlLuOW +701.66 +701.90 +7W40 +701.84.3 +70178.8 +701-73.7 +70170.1 -'^i WIDH+70140 +7&97.2 +701-77.7 +80171.0 + -824 +801-80.0 +1.69.3 +70140 +701.84.8 +701-78.7 +1.87,3 +1-60.9 +f-87Z N•86.8 SEE SHEETS 184 FOR N 84• +701-00 +714oA +701.71.9 +901.62.1 +1-642 WINDOW ANCHOR i LOCATIONS AND QUANTITIES. 06 € Z Z o� � O TABLE 8: d U (n a- Design Pressure(psi)for W hndare Attached to a Vertical Frw"ASaMbly Tuba Q 0 9 WhdeRYlldih Z a O m a 0 Lp wider 2r ?b•f-&18' 67.3/4' 9D' 331!2" 35" 3r Anchor Group Anchor(hoop Anchor Orme chin Group Aadror Group /Anchor Group Anchor Group �0,,, A B C D A B C30 B A•C&D B A,0&D A B C&D B A,C&D 8 C$D 0 ender 23' +701.90 7741-90 +70140 +701.90 +70.90 +701.90 +70140 +701.90 +701-80 +74.9D +7190 +7490 +701-90 +701.90 +701- +701-201 +701.90 +701.90 �� �� = a �y 25-1WIVI +701-90 +701.90 +701-90 +701.90 +701.90 +7&•90 +701-90 +701.90 +7&90 +701.90 +701.90 +7&-10 +701.90 +701-90 +701.90 +701.18 +M-90 +M-9D O (n Z 38.3+8' +701.90 +701-71.6 +701-90 +7W41D +7W41 +71Y-911 +701.90 +701-80 +74.90 +70190 +7W-90 +701.90 +7490 +701-90 +70190 +701.90 +7940 +7490 40' +701-73.1 +1.57.3 +701-90 +701.90 +1-&L8 +7&-gD +701.90 +701•20 +701.90 +70147.3 +7W-90 +7W40 +701-7B.t1 +70IA0 +701.90 +70!.90 +W49L9 +701.90 60-&8° +/-09.3 +1-54.3 +7&-90 +Td-90 +1-81.4 NI.90 +701.00 +701-90 +7&•90 +701.832 +70190 +701.00 +70174.9 +701.90 +701-M.2 +701.90 +701.84.3 +701.89.2 O or +1.68.6 +446.8 +701.84.7 +701.90 0.51.8 +70191.2 +701.90 +7&-76.9 +7&•9D +701-70.2 +7&488.6 +70140.3 +/-no +701.80.6 +71.76.2 +70%7/,1 +701.71.6 +70674.3 JW0 g Z � ;y t- 63° +1•557 +f 436 +70190.7 +701.896 0493 +701.77.3 +7418 +70•723 r7&-90 +1888 +l&94.3 +71.78.6 0599 +701-785 +71.71.8 +74737 H87.8 +7d•7R1 " �1 .(n Ea W RQ pp� aw y gU 10'MAX- FRAME Y J 4 a ti V dl TABLE 7: Design Presswe"o brWbWv a Attached to a HOdim W Froros Assend;V TubeWIN�W ® o N m N m1dowwIdlh HEIGHT 2j�5g pi ' B renter23' 26.18/10' 2744 30• 93.1!2' 38' 37' WINDOW FRAME ASSEMBLY oLjzLjx�j S Anchor Anchor Anahor Anohar TUB ADDITIONAL u L'd o 0 orm Group Group �+p Anchor Group Anohw Group Anchor Oroup ---- WINDOW !DTHANCHOR +W-• + 4 101 MAX1110TH (41 IF REO. o a o � A9 A0 AD A6 a A,CAO A I C&D A S C60 Z -- under 23' +70140 -+70/40- +70i9G -+70390 +71.82.1 +70190 +706ffi +-m-T&I t7Nd•80_ +701-N +701 74.3 +7&� SEE SHEETS 8 4 FOR WINDOW ANCHOR �z g _ ADDITIONAL LOCATIONS AND QUANTITIES.SFE SHEET ?3.16/18' +74.80 +701 +70190 +70140 t70150 +70140 +701.88.8 + .g0 +7490 +T&94 +70180 +7&•80 - - ANCHOR 36518' +7&-g0 +7014M +701+80 +701.90 +70190 +70140 +701-00 +701.90 + +70180 (4),IF RE4 3 FOR ANY ADDITIONAL ANCHORS - �' '� REQUIRED FOR THE FRAME ASSEMBLY ��`\ LYN 48' +70150 +701.0 +701-90 +7&90 +70150 +70140 +70190 +70150 •+7W4W #d m +7w m +m-m I�W II TUBE. 60.68' +7WA0 +M-00 +7W40 +70190 +70140 +70140 +7-40 ;PW40 + 2 + 701$92 -+y yl{pTd1 1� QC�..•'•4\GEIVSF'•.�F`,p�� 00' +7140 +7150 +7WSD +701.8&8 +70/80.8 +70140.8 +701.77.7 4901.771 •7017711 +70!74.3 +70L74.• +70171.3 SEE SHEETS&4 FOR Y1INDOW ANCHOR : or +701.90 +701.90 +701.80 +70184.3 +701.7&6 +701.7&6 +701.73.7 +7W-79.7 +701.73.7 +701 70.1 +701-70.1 +70170.1 LOCATIONS AND QUANTITIES.SEE SHEET No.53705 � 72' +70140 +7&47.2 +701-77.7 +7171.6 0J&82A +801.82.4 +80190.9 +80140.8 08&9 +!8019 +1.89.3 +/-�.9 3FOR ANY ADDRIONALANCHO1tS y` 70' +701.80 +701.94.8 +701.75.7 +197.3 0.89.8 +!68.9 097.2 + +197.2 414,1110 + g REQUIRED FOR THE FRAME ASSEMBLY 'ro 84" +70140 +70156A +701.71.3 +801-at 094.2 +144.2 • • • • • • • TUBE. ��., 21E O NOTES: .• . ..• . •• • /'dlVAL 0 1)SEE SHEET 4 FORADDRIONAL SAMPLE CONFIGURATIONS. A 0NN Mg,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.Ee 68706 9:0•• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8: FOR GLASS TYPES: a DPressure 0X1)for SbO ,Ag Anchor 2)7116"LAMI(3116 AN-.090"SO-3116 AN) PSR mp ft She W1 FIS BvOdingOode V&AOW 'SO°e SEMRYO BY KURARAYAMERICA INC. AIBrpI ann�D�me'�J-OrJ 1Dl�,g undor23• I 25-IWI' 27-W 30• 33.112' 35' Sr ulMer23' +90.130 +=-180 +Br_130 +W130 +0-130 +901•130 +901-135 28.16118' +80.1WINDOWBY Mi i oC 1900-130 +W-130 +901-13D 4W430 +W-130 +901-130 HEIGHT 38-W +901-130 I +SW-130 +801-130 +90/-130 +901-130 +0-130 +900-130 1 48' +W-130 +80!430 +8N-130 +901.130 +90/-130 +W.130 +W-13D ..� . Soar +0439 +80,1-130, +911.130 +•801.130 +W-130 +9-130 +90F-130 WINDOW Q 90' +901-130 +0-130 +�W130 +90t-130 +•801-130 +901-130 +801-130 vim W 09' +901-130 +0*130 +901-130 sW410 +9y-130 +gpt-fes +901-12&8 SEE SHEETS 18 4 FOR = 72' 01901-130, +901-130 +901-130 +90f-130 +901-128.1 +811.122.8 +80/•113. WN�OWANCHOR N LOCATIONS AND QUANTITIES. 78' +ea-1so *901-1so .ea-13o ,em-13D +em•t2a.1 +ter-119.7 +eatm.9 N W 84• +90,/-130 .80!.130 +90.130 +90/•181! r9D/-118.4 W CIO U Z o� J TABLES. d U p Deslgn Pressure ONO tar W i ndm Attached to a YertW From Asaea Ny Tube `O Vr ,J7 O ID Wiado*Wldb Z W SL §+to under 23• 2616118' 27314• 30' 93.1/Y 35' 3r d A Anchor Group Anchor Ofroup Anchor Group Anchor Group Anchor Group Anchor Greup Anchor Group to N N A B C D A 8 C&D B AC&D A B C&O A B C&O B A,C&0 A B C&D mH Under 23' +70.90 +701-96 +701.90 +701.90, +70/•80 +701.9D +701-M +701-90 +78.90 +701-90 .70--90 +70r-90 -70'-9g +701-90 +711.90 +70140 +70140 +70M +701.90 *7/1.90 D� .,� � g �Z 2615118' +70.90 +701.9D +701-90 +701.90 *70%10 +701.90 +70.90 +701.90 +7p-90 +701-90 +70'-90 +70t-90 +70'40 +70'-90 +70(30 +701.90 +701.90 +70140 +701.90 +701-90 p (n 38.3x8' *70140 +79.71.6 +701.90 +70.90, +M.81 +70140 +701.90 +70/•90 +711-90 +701.90 +70'-So +701.90 +M-90 +701.90 +70r-M +701.91D +701.9D +701.90 +70PW +70190 W r?y 48° +701.731 HS/.3 +707.90 +701-M +!•84.8 001-90 +7p(-90 +78.� +701.90 +701-90 +701.87.9 .78.90 +70'90 +781-RD +70'•90 +701-90 r70f9D +TOF•90 +7©48&9 .701.00 S2 .01.8/8' -.89.3 +154.3 +70190 +70.9D x1$1.4 +701-90 +TOt•90 0Df-90 -7040 001.90 00193.2 +701-90 .71190 +MgD +7019D +700.89.2 +70190 .701.90 +70'$4.3 +701.90 a 60• +159.5 +1.45-8 +701$4,7 +701-9D +1-b1.8 FAV-81.2 +701.9, +711-758 +70'-90 00149.8 -70%70.2 +7W90 +70/-80.3 001-78.8 +7090 *701.75.2 +70140 001-90 +70'.71.2 +78f-90 LU 83" ./55.7 +!43.8 +7050.7 +7088 8 +.49.3 +7047,3 +7040 +711-72.3 +70-90 +M.85.3 +148.8 +7040 +701-70.5 +701.74.9 +70-90, +70.71.8 +7040 +7(V-W5 +!87.8 +70-90 J (� W Q W 4 U Lij FRAME � J 7 � FY•U TABLE 10: 10•MAx. -•►� �•�- ASSEMBLY I TUBE xo Design Prawn Out)for Wtndows Attached to a Horizontal Frame Assembly Tuba T_ •n v iu B WINDOWWINDOW FRAME under 23• 2&*it 27314' 30' 33.1/2' W61daH Width 35, 3r HEIGASSEMBLY FiEKiFR O`x Anchor Anchor Andror Anchor Ander Anchor TUBE s u g ui Group Group Orap Group Oroup Group Anchor Group Anchor OrOtgr WINDOW I ADDITIONAL F z d m Al A!i All AO ANCHOR B ACED A 8 C&D10V-90 +76140 B C&D � I� f 0Z°'0 - - undm 23•44MV-40D +7040 0170,..90 +70490 +70.82.1 017090 0170.80 +70.7B.b +70-90 701.74.3 00.90 ADDITIONAL2619116' +7090 +701-90 +70.90 •7040 +7090 +7086 +701.8, + ANCHOR8L-E SHEETS 1&4 FOR WINDOW ANCHOR 7090 701.90- -+7090 (4�IF R- LOCATIONS AND QUANTITIES.SEE SHEET 38378' +W-W +701.9) +70140 +70.90 +701.20 0090 M�p1.8! •+7B'-gD• 09g• +7040 3FORANYADDTIO LANCHOR MBLY �� YNN Mjr�iii48' +70140 +70.90 +701-90 +7090 +70-90 +7090 +7019D +7 - #70.90• WINDOW L80408° +7040 +70 90 0090 +70.90 +7090 170 80 •+701-90,••+7!190• O.gp• .71X40 STH 7U�' ��`�� 'pENSE•((��BO• *7040, +7040 .7090 +7040 0170-90 +7040 + 7090 SEE SHEETS 1&4 FOR WINDOW ANCHORv 83• +7m 91) +701-90 +LW-0 *70-90 +7W-W +70-�1 +70.80 .70.90, +70 80 +70� LOCATIONS AND QUANTITIES.SEE SHEET �r No.58705 72• .711.90 +70.90 +701.90 .7040 +7090 +70.90 +70.90 +701.90 -7040 +7040 011.90 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEM�.YT8• +7090 -701.9D 00140 +70140 +70.90 +70x•90 +70.90 +70140 +7090 +70.90 +70.90 TUBE. ' 84' +7040, +701.90 +701-90 +701.90 +7040 00.90 p r0 �S:•/(/�� • • • • • • • • • � U •' S TE '� NOTES: •• •• • •• • • • •• • • ��i�ISS '���\� i'� '•.FLORlO?'••' 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. •• • ••• • •• • 1rrA� N A4 \P.E. 2)BE. SHEET 4 FOR SNUBBER REQUIREMENTS. r A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11: FOR GLASS TYPES: Deolgn Preeeere(WO IV Single Windows,All Amber oroapa 3)7/16"LAMI(3/16 HS-.090"SG-3/16 HS) PRODUCT REVISED as oomptying whh tho Florida WndowWidt, 7)7/8"LAMI.IG:(3/16"AN-1/4'AIR-3/16"HS-.090"SG-3/16"HS) D"11d1igCodo 1 - 15in 13 urder23' 26.15x18' 27-Vr 3r 33-Ur 33' 3r 9)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/18'HS-.090"SG-3/18"HS) ender 23' +901--130 +901-130 +0-130 +901-130 +901-130 +801-130 +801-130 'SO'=SENTRYGLAftY KURARAY AMERICA INC. 25.16118' +901.130 +801-130 +901--130 +001-130 +901-130 +t101.13D 0!W'-130 M rodscC(1on 3114x8' +801-13D +901-130 +901-130 +W-130 +901.130 +901-130 +9W-130 45' +901-130 +901.130 +901.130 +W-130 +901-130 +801-130 +801-130 84518' +901--130 +801-13D +901-130 +M-130 +80!430 +801-130 +g0)-130 F- Q w +OW-130 +8N-130 1 +90)-130 +80-130 +g0/-13D +W-i30 +801.130 WINDOW LU w. 83' +801-180 +901-130 +801-130 +801-130 +801-130 +901-130 +W430 HEIGHT = 72 +901-130 +801-13D +801.130 +901-130 +801-180 +801-130 +801-130 J 78' +801-130 +90/-130 +901.130 -Oaf-30 +1)0/•130 +8d-t� +801.130 .�WINDOW�, N 84• x801-1� +80-130 +B0)-1SD +801-130 +801-130 LLJ WIDTH N WINDOWANCHOR UJI LOCATIONS AND QUANTITIES, O O Z r TABLE 12: � O �- DW91 Pressure(psl)to W MM Attached to a Verticel Frame Assembly Tube Vt � aZ W W LL Wmawwlan under 32biA1°m 27.34 30• 331Ir 38' 371 (L Q Anchor Group Anchor Group Ander(roup Anchor Group Anchor Group Anchor Glop Anchor Grate 04 N A 8 C 0 A B CAD B 080 A B C&D A B CAD B A,C&D A B CAD j o� ender 23' +701-90 -70140 +70140 +701.90 +74-90 +70130 +70140 +70140 +701-90 +70).90 :701.90 +701-90 +701.90 +701.90 +7V-9D +74.90 +701.90 #701-90 +701.80 +74.90 O 2&16118' +7490 +701.80 +701-90 +701-90 +7430 +M-90 +74-90 x701-90 +7(V-90 +701.90 +70'•90 +701-90 x701.90 -601.90 +70.90 +74-90 +701.80 +701.98 +7480 +701-908 Z O M Z 38-318' +70190 +701-71.8 +701-w +701.90 +7441 +701-90 +70-OD +701-90 +701.90 +701-90 +7&•90 +701.90 +701.90 +70190 +701.90 +7019D +70130 +701.90 +701.90 +7W-90 V) Ss 48' +701.731 057.3 +701.90 +70130 +1-84.8 +701-90 -7490 +701.90 +701-90 +701-!6 +701.87.8 +70190 +701-9D +701.90 +701-90 +701.9D +701-90 +701-90 +7&•88.9 +701" N 5D-5/r +1-K3 +/-64.3 +701.90 +701.90 +141.4 x701-90 +70190 +701-90 +7&90 +Td-90 +701.83.2 +70-90 +7&-9D +70190 +7&-90 +701.89.2 +701.90 +70190 +70134.3 +701 g0 60• +155.6 +-45.8 +701.64,7 +701.90 051.5 +7&•812 +70140 +7&.75,9 +70140 +701.88.8 +701.70.2 +701-80 t7d•�-3 +701.76.6 +7&30 +701.76.2 +7&9D +70190 +701.71.2 +70130 r++ Z W 83' +156.7 +/•43.6 -701.907 +7&99.5 +!-4&3 +7&•77.3 +7&Ao x701 72.3 +7&30 +70135.3 0.68.8 +701-90 +701.78.6 +701-74.9 +M-93 +701-71.8 +7013D +701-86.8 +147.8 +70130 �:J O(� (D W a Q FRAME J V TABLE 13: 10 MAX -..I A93EMBLY TUBE Design Pressure(psQfar Windows Attached to a Horizontal Frame Assembly Tube e T�Wlmlow WYilh T MnNDOYV n N n under27 25-15118' 27314' 37 33-t/rWINDOW FRAME 35' 37" HEIGHT tB.Y 14EIyGHT Anchor Anchor Anchor Anchor Anchor Anohor rusE Group Gmup Gtoup Group Group Group ArlohmGroup AnohmOroap 1 WINDOW I ADDITIONAL 00 0 AO All AO All B A,C&D A 8 C&D47M B C&D 117 "I WUYrH F t (A4),IF R� a Z - - undm2r +7&40 +70140 +7&-90 +70'40 +70132.1 +Td� +701-80 07M ~ 0 +701-74.3 +701.90 � ADDITIONAL SEE SHEETS 8 4 FOR WINDOW ANCHOR 26-16118' +701.90 +7940 +70-90 +7&40 +7&•90 +7040 +70-8B.& +701 -+781-g8. ANCHORLOCATIONS AND QUANTITIES.SFE SHEET IFiM 36-Wr +7&40 +7&90 +7&-0 +601-90 +7&40 +7&40 +70148• •+701.80 +701.90 (�' 3FORANYADDITIONALANCHORS48' +7&40 +7&4G +70140 +7&-90 +7&40 +7&40 +7&4g + + Ww y 11REQUIRED FOR THE FRAME ASSEMBLY `��� .(LYNNI� TUBE. `� ,�,0�.....*7&-90 +7ty4D +7&40 r7&40 +70a +70140 +7&40 •+701.90• +7W-90 WWTH NSEx7&40 +7&40 +7&40 +7&40 +7&40 +7d� +7&40 ♦ +701-90 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR ` i •..� 63' +7&--0 +70,40 +70140 +7&40 +7&40 +7&40 +7&40 D +701-90 +701-90 +70140 LOCATIONS AND QUANTITIES.SEE SHEET it No.58705 7r +7&60 +7&40 +7&-W +70140 +79-M +7&4D +7&40 +7&-90 +701-803 9D +70/-W x701 g0 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY 78' +7&4D +70140 +7&-90 +7&-90 +794g -M-90 +70180 OVAISD +70+40 0*IV-90 aPd90 +7490 TUBE ^7rTIE--Jf�� :•�84' +70/40 +7&40 *M-90 +7&40 +7&40 +70140 S/ (V. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• •• ••• •f• ••• ••• ,��NOT /S`�/ONA�- 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 1jAA/�7�ry 4M1IL461i•P.B. h•,Eb se70s ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 14: FOR GLASS TYPES: Dealgo Preseore OwOtr Skqe vat,Al Anchor Groups 5)718"LAMI,10:(1/8"T-7118"AIR-118"AN-.09W PVB-118"AN) PR00=1REVISED re complying with the Florida 'PVB--TAC VB BYKURMAYAMERICA,INC. Bwmb*Code vYlrwaw tAtattl Acceptance NaJ 9-06A.13 under 2r 25.1Wt8• 27.314' 3P 33.1/2' 35• 3r expiratiaapota under 23' +701.90 +70140 +M-0/ +70140 +701-90 +7W40 +7W-M BY 28.16/16' +M40 +70140 +7W40 +70140 +701.90 +70%90 +701-90 Mium Pro" 383/8' +W-0/ +701.00 +701.90 +701 0 +M40 +701.80 +7M40 48' +M40 +70140 +701.90 +70190 +7-90 +M40 +701-w 60-918 +M-0/ +W4D +70/-90 +701-91) +701-90 +7� +701-90 W '� 60• +7aP-90 +7or-90 +701-80 +701.90 +MOD +701.88.6 +M-84.e HEIGHT T 'd+ e3• +701-90 +70-990 +70190 +701-90 +M-9.2 +701-94 NOl-78.9 � X 72' +701-90 +70/80 +7014&5 +70/41.5 +60170 +80/49.4 +80147.8 76' +70/-80 +70190 +70188.3 +701-78.7 r80Vd7.2 +M45.2 +W-63.3 I Wg��yy I p w 84' +701.90 +701-� r7Q'•81.9 +x!•70 +�/81.e WIDTH tF' `I••+-• FQ}-- (f� �4 v SEE SHEETS 1&4 FOR W «j ;�• LOCATIONS ANDYWNDOWANCQUANTITIES. ZZ� z o TABLE 18: Design PW9aem(PO for Melon Attached to a Vertical Frame Assend y Tube d V � O M Window Width O a LL under 23• 28.18118• 2744 30' 39.1/2' 38• 3r z W W CO Anchor Group Anchor Group AnotwGroup Anchor Group AncharGrato kwhorGroup AaohorGroup (L A B C D A 8 C&D B A,C&D A B C&D A S C&D B A,C&D B A,C&D e0- (n N urWer2r +70140 +70140 +70130 +7W� +701.90 +70140 +70140 +701-90 +70190 +70140 +70140 +M-80 +701.90 +7W9D +7W40 +70!•00 +70180 +70190 +7W40 Q ,I 28.16118' +70190 +701.90 +70140 +701-90 +7W-0 +7W40 +701.90 +7W-90 +701-00 +701-90 +70190 +70140 +701.00 +701-90 +?W w +701811 +701-90 +701-90 +?01.60 98.118' +701.90 +70171.8 +701-90 +7W� +70141 +701-90 +70140 +701410 +701.90 +701.80 +701.60 +701 +70180 +?0140 +701.80 +70140 +701-90 +701-90 +701.80 rA �p Z 48• +7017&t +1&7.3 +701.90 +70199 +1.80.8 +70199 +7W80 +7W-90 +7W40 +701 +701.8'!.0 +?W-9D +701.90 +7-78.6 +70f40 +701.60 +MM +79-988.8 +70180 90.018' +/•89.3 +144.3 +701-90 +701.20 +/41.4 +7W4o +M40 +7W� +70/40 +7W40 +70/$3,2 +7014X1 +701.80 +?-74.8 +701-90 +701.89.2 +701.90 +7-84.3 +M-0 Lu 80' N48.8 +7W-84.7 +701.80 +141.8 +TW-81.2 +701-90 +701.78.9 +70190 +T-88.6 +7W-70.2 +?0140 +701-80.3 +/42.8 +70140 +70175.2 +7014&8 +701.71.2 +70144.8 d z 0S' +/&S.7 +1.49.9 +701 89.7 +70148.0 +/�9,9 +701.77.5 +7W40 +7W-72.3 +M-w +7-88.3 +/•88.8 +M-w +701018-9 +1.88.8 +70147.2 +701 71.8 +70/44 H47.B +701-78.9 j (O/J z W Q ui FRAM 17 MAX A39EMBLY ui T' r- TUBE TABLE 1e: WINDOWet Design Plesswe W for W ndum Attached to a Horizontal Pram Assembly Tube HEIGHT ® N a Window wwtl, w der 2r 28.16116' 27.3141 30' 33.1/2• 35• 37' WINDOW FRAME WwDOW ADDITIONAL o�x k'r rcher - HEIGHT ASSEMBLY -+{ ANCHOR Z Q a Group GmW Group Archor Anchor Anchor AQroup Anchor Group Anchor Gm" AnchorOraB+ TUBE WFPTFi (4),IFREQ. 0„oO O SEE SHEETS 1&4 FOR WINDOW ANCHOR a x AO AA All A0 B A 6 8 D A B C&D A B C 8 D 11)•MAX. LOCATIONS AND QUANTITIES.SEE SHEET o f z uoder2r +7W-90 _ +70190 +?0/40 +7-90 +?0142.1 +70/.10 +70140 +701-7&0 +70/40 +70180 +701-74.3 +70140 3FORANYADDITONALANCHOFtS 28.10118' +701.90 +70140 e7W-90 +701.90 +70140 +701-90 +7W-KB +TWSW +?01-90- +701.84- ;70140 +7W-W _ ANCHOR REOUIRED FOR THE FRAME ASSEMBLY - - - - _ ANCHOR 38318' +M40 +70140 +70/40 +70140 +70140 +70140 +70140 W- + •90 +W40 (4).IF REQ - - -Tom.-- - - - - - %N _-lilt 48• +70140 +?0140 +70140 +7W4D +701-00 +70140 +70140 +70140 +7Wt% •+711190 0 +70140 war +70140 +?w-S0 +70140 +70140 +70140 +701.90 +701-90 +70140 r +7 +701.80 ..� � (`YNN f1/L�//,/'/i • WIDTH e1) +70140 +70/40 +70140 +70140 +701!0 +70140 +TW48 •+7W4t% +7WNjB/ +70/44.1), W 4 +7W44.8 83• +70190 +M40 +70140 +70140 +70147.2 +70147.2 +70144 +7W.50 +70/44 +70179.9 +701-70.8 +7WT9.9 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR r 705 LOCATIONS AND QUANTITIES.SEE SHEET _��: pfo•�S 72• +70180 +?W40 +70148,8 +70/$1.5 +60170 +801.70 +8014&4 +60149.4 480149.4 +&1147.6 +80147.8 +80/47,8 3FOR ANY ADDITIONAL.ANCHORS - -_ 78• +70140 +70140 +7014&3 +70I-78,7 +90147.2 +60147.2 +x/48.2 +80145.2 +80188.2 +80143.3 +8014&3 +8014&3 REQUIRED FOR THE FRAME ASSEMBLY '- �(+ LIJ 84' +7W� +70140 +70U-81.3 +BWTO +801879 +pf41.8 TUBE. 'N. •/ �;. •• • • • • • •• • • : �,•.,),Loft%U, 1t EE SHEET 4 FOR ADDITIONAL SAMPLE CONFiGURATION& ••• •• 000 ••• ••• •• 2)SEE SHEET 4 FOR SNUBBER MWIWAENTS. 1Allr P MIW.Pl4�E. P.E.0 704 ------------ ••• • • • Y ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 • 000 • • TABLE 17. FOR GLASS TYPES: Dwfp press WO yr S„to W�oYe All Anchor Groups 6)7/8"LAMI.IG:(3M 8"AN-1/4"AIR-3116"AN-.090"SG-3/le'AN) PRODUCTWithREVISED a as"amptyln9 aHlh Wo lrlodda - Window Worn 8)7/8"LAMI.IG;(3/16"T-1/4"AIR-3116"AN-.090"SG-3/16"AN) Building Cada 15.5-5 9.13 wder v 28.18118' 27-3W 30' 33.117 I 38' 37' *SG'i-SENiRY Y KURARAY AMERICA,INC. tax rellan Dace IS under 23' +80!.130 +901130 +ON-130 +601-130 *W.130 +SQr-13D +801.130 B 75.10118' +801.130 +806130 +901-130 +801-130 +80!•130 +901430 +80/•130 39318' t9p/--130 +90f-13D +BOJ-190 +SOV-130 +80f-130 s@q.130 +801130 48' +W430 +9D/-130 +90130 +90f-130 +W130 +80-130 +806130 . 804W +801-130 +W-13D +80130 +901-130 4BW-030 *OW-130 +W430 � � •Q 80' +BW-130 +9W-130 +9W-130 +11-130 +9W-130 +801-130 +901-130 ENDOW W g 335 HEIGHT 89' +BO/-130 +801-030 +9W-130 +801-130 +8W-130 +W-13D +8W-130 N O 7Y +801-130 +SOV-130 +80%130 +8W1� +801130 +801-024.8 +80/.11&7 78 +901-130 +�/-136 +8p/-130 +9N-130 +801-1282 +gW.118.7 +BW-109.8 WNDOW I N W Nr 84' +80613o +BW-130 +901-130 +901-130 +901118.4 WIDTH tom--' SFE SHEETS 18 4 FOR WINDOW ANCHOR (D 0 •[r6 LOCATIONS AND QUANi1T m z Z c g TABLE 18: 1 r DeBW Pressure WO for Windows Attached to a Vertical Frame Assembly Tube :g O O a LL, M 1WndawWdh Z a O under 2H° 25-15118' 2731�P 30' 33.112' 35' 3T' a 0 O) Anchor Group Anchor Group Anchor Group Anchor Grog Anchor Group AwJw Grew Anchor Group P A 8 C D A 8 CSD 8 ACBD A e CAD A B CAD B AC&0 A 1 B CAD +7 3' 01.90 +70140 +701-90 +70180 +701-90 +701.90 +70190 + 76.80 +7640 +701-90 +76•� +701-90 +7tY-90 +701-90 +70190 +701.90 +70190 s7W� +70190 170!•90 Z B = 0 under 2 �Z 25.15118' +701.90 +70180 +701.90 +701-90 +70190 +701.90 +701-90 +7640 +7640 4701 +76-90 +70690 +7640 +701-90 +764D +70186 +70140 +70140 +701-9D +701-90 (� Z 383(8' +701.90 +76 71.8 +701.90 +70190 +7W-81 +701-90 +701.90 +701-90 +701.96 +701.90 +7d-90 +70140 +76.0 +70140 +79-90 +701.90 +701-W +70180 +70140 +701-90 48' +701-731 +1.57.3 +701-90 +701.90 0•S4b +70190 +701.90 +76-90 +76.96 +70190 +701$7.6 +701.90 +76.90 +70140 +76.90 +70190 +7014D +76$0 +7648,9 +701.90 � F^ 508!8• +689.3 *f414.3 +7W� +76.90 +1$1.4 +70190 +70140 +701- 176.90 +70190 +76.832 +701.20 +7640 +7640 +76.90 +76.89,2 +7640 +701-90 +76.84.3 +701.90 SO' +/-58.5 11.08 +701$47 +70140 N•51.8 +76$1.2 +76.90 +76.76.9 +M-W +701-M.8 +701-70.2 +70140 +7W-80.3 +76.7&0 +MM +7-762 +701.90 +70140 +76-71.2 +70180 Q 2 LU •.ti S3' +1$5.7 +/43.8 +7640.7 +76$95- +149.3 +701.77.3 +70140 +76.72,3 +76 90 176$6.3 +189.9 +7640 +71U-70.5 +76-74-8 +76-9D +TW 71.8 *7690 +701 88 6 N$f.8 +76-90 (n (0 w 81¢¢� \U p a LU FRAME J O"7 a N V 10'MA%. --►� I A38EId8LY T I TUBE T � TABLE 19: ® � n N Oselp Pressure O*Q for Windows Attached to a HodzoMel Frame Assembly TWre -r- WIN-- r cy B f g_� Window Wkilh FRAME HEIGHT under 2H' 25-JOI 8' 27514' 30• 33.1/2' 3S 37' WOM W ASSEMBLY Anchor Anchor Anchor Anchor Anchor Anahor Arwhw� Anchor TUBE WINDOW I ADDITIONAL U d Group Group Group Gimp Group Group moup � WDTH ANCriOR a Y - -- At -A9 A9-- _All - B _ A,C 8 D A 8 CAD A B C&D 10'MAX. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR under23' +7640 +70140 +7690 +7640 +7642.1 +7640 +76.80 +76-78.8 X701-90 +70140 - +70174.3 +76-9f1 ADDI770NN. LOCATIONS AND QUANTITIES.8EE SHEET 26.18/18' +70140 +701-90 +7W-80 +7640 +7640 +76-110 +76$8.8 +70V94 +7 +7 •• -- -L2k ANCHOR 3 FOR IONSANY AN ITIONAL ANCHORS-- 38.918' +7640 +7011 r701M +76.90 +76.90 +701.80 +70140 +70140 170140 ,♦01.96• +719/•80+ •+7180• REQUIRED FOR THE FRAME ASSEMBLY ��\�pC1`{ LYNN 48' +7-90 +7W� t701� +76� +76.90 +761.90 N6� +76-90 + 0 +6 + + 40 •• I WINDOW{ TUBE. �QS�S,.• 1,10ENSF'••�E`,P�. 605/8' +Tom +70140 +70180 +701$0 +76.90 +701.90 +70190 +7640 OW.0 *AW-We +701410 •+?Qw• '-'#1WIDTHt'�- = •,• = w +7640 +7646 +7690 +7640 +7640 +70190 .17690 +76.90 +70140 +70140 +701•gO +70140 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR No.56705 83' +70190 +7640 +70140 +70140 +76-90 +76-80 +7640 +7690 +701-20 +70140 +70140 +76.90 LOCATIONS AND QUANTITIES.SEE SHEET _ _ 3 FOR ANY ADDITIONAL ANCHORS 77 +70140 +70/90 +701.90 N640 +70190 +7W-90 +76.80 +70140 +76 +7680 + +76 �Szl-"A_` 78' +7640 +76.90 +7640 +7640 +76.80 +7640 +70696 + l;E0U1REDFORTHEFRAMEA33Eh18LY %�l 770140• 4701.8 +70140 +701.1• +70�8D• •TUBE. O ST 84' +7690 +701.90 +70180 +70140 +7640 +76.96 %��s'•.�<ORIOP,•'���`�• 1)511 SFIEET4FOR ADDTIONAL SAMPLE CONflGURAT10N8. •• • ••• • •• • !!/ (N�AL NOTt� • •• • • • • • • !�!`s/C/Ij A LYNN L9LL�F7,P.9. 2)8EE SHEET 4 FOR SNUBBER REQUIREMENTS. P8JIB870a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 20: Item LW.# Description Material ASSEMBLY DETAILS . r{1124•YF 2 7002 Main Frame Head,Sill&Jamb 808.478 Alum 2 7071 Atrchor Plate 8M3.78 Alum. ALL DETAILS 9HC4NN FROM THE INTERIOR T 125' 3 7003 Sash To Bottom&Side Ball 8083.78 Atum 2 918 t 2.701• 4 7008 Frame Corner Ke NO steel 43g• 'rI 5 7009 Sash Comer Ke Steel 3 NOMAr 6 1 7078 lFrameGasket Vinyl Foam 1.188 7 1 7072 ISash Comer Gasket Vinyl Foam 2.784• 21�' 8 I 7070 Bulb Weatherstri .187°x.275° Flax PVC 70 .083' 10 7024 Maxim Multl-PolntLock weal SASH 1 FRAME HEAD, 3 SASH TOP, 71 FRAME 11 7026 Lock 5 rt Plate heel O SILL&JAMB O BOTTOM&SIDE ASSEMBLY TUBE 2z 7014 Multi-lock Kee er at" ASREQUIREUPER 2 CORNERS #7002,8083-T8 #7003,8083-T6 #7004,6063TO 13 7013 Tle Ber Gulde Nylon TABLE 3,SHEET 4 1 14 7015 Tle BarAssembl sleet or Be 18�• IS 7078 Maxim ado erator,WWcn24" steel 2203' --1 1��A41" .040' 1.006' 16 7827 Maxim Dual Arm o eratku WW>24° SteN J 17 7030 Operator Gasket vinyl Foam TT T� 18 7031 Operator Backln Plate Steel 7 .085, J j '42w 4 093• 19 7051 Operator ScerBlock Nylon 3 FO(ED � 20 7032 Stud Bracket StealFLANGE 21 7033 O ratorTradk&Slider Dual Arm Steel ANCHOR71,808 -T6 BO SCREEN FRAME 70 ADOON 22 7023 Egress Hinge He Du Mani.b Truth steel #7071,80133 T8 #7006,6063-T6 #134,6063-TO 23 70M Eivess Hinge/Washable HD M&nut.b Truth Steel 6 24 Snubber Anti-blowout Clip steel 31 Dura Seal Spacer Stew OW 7W .623• �-+- 32 1713 Setting Block 51321 x 10'x 1-:1/4" EPDM 1 ,05• ..u..! 39 1714 Setting Block 5/32"x7/16'x1-1/4" EPDM 86 35 7036 Laml Bead 8 8083.78 Alum 36 7042 Leml Bead C 6003-78 Alum. T 37 7059 Lam]Beed D 8083-TB Alum. 1 1 38 1224 Vinyl Bulb Ws Thick Flax PVC 70 35 BEAD B 36 BEAD c 39 1275 Vinyl Bulb Wstp tThIn) Flax PVC 70 e #7036,6063-T8 #7042,6063-T6 so Dow 09 SlIlcon Beckbadding INTERIOR 60 7005 15creen Frame 3105-HU Alum. 172' 61 7040 IScreen Comer Key Poiypmpotane 62 Screen Cloth Fiberglass 6 63 1635 Screen Spline EM.PVC 4 ,670' 64 320 Screen Spring Stainless Steel �— .050" 70 134 Add-on Flame 6063-TO Mum. FRAME � — -saw 71 7004 Frame Tube 6083-T8 Alum. SO W32 2"Ph.Pn.Mac.ScrTYPE 6 Stainless Steel CORNERS 37 BMD PRODUCTREVt30D Ili 1157 08 x 2°Ph.Pn.SMS Stainless steal #7089,8083-T6 is aoandying with aro Ftortda 88 82 #Sx 51r Fl.Ph.SMS - - - B�Irtfaes steel {5'o'Sl4 Bnlldira{Code 83 #8x 7/8"A.Ph.SMS Sbe]niass steel ••• ••i : • ,J Y 1 kl r r 11tij i ,� A°«1 +uata 1� ay:-Date: Reviatw,& 84 #8 x 1"FI.Ph.TEK Stainless stow • • R•��K ,•rip tF � , 85 #Sx i°Quad Pn Sins t3telnlese Steel • •• • P.3� 1 1 tY� •l' • • • .� • • • •kyr Revised By .te: Re&fa.A 86 08 X 1- Quad Pn sins I Stainless steel •• ••• •i' LM 5/15/15 NO CHANGE THIS SHEET 87 #lox 2°Ph.Pn. Msiabtlesa 8ttrei = 0esui Drown By: 89 #10.24 x 916"Ph.Pn,TYPE F 8Mlnlesa " 1 ?1' IV t:r BOM AND CORNER VIEWS J ROSOWSKI 90 #12 x 1 Ph.Pn.TEK Btelaiesa steel `• •:• ,o 171 O 1070E TECHNOLOGY H OL Y FL DRIVE nae: tete •• • • � �'/ ��•��•�• N.P.O. Box 154 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 ••• •• • • • ?iii+i t Y i`t'`••• NOKOMIS. FL 34274 Sertes/ModeL Sesre: Sheet: DrowlnO No. Rev: A.LYNN MRLER,P.a. CERT. OF AUTH. #29296 CA-740 NTS 10 OF 10 MD-CA740-LM A P.E.i 88708 Vel • •• •• • • • •• ••