Loading...
WS-15-1622 ' zmdt to � ' 612 N a`SµO.�tEs L� Miami Shores Village - i _ yjs]E} c e.. 10050 N.E.2nd Avenue NW ,e 3� "' hdOW a 61 Miami Shores,FL 33138-0000 k Phone: (305)795-2204 �1 f�� Is Expiration: 12129/2015 Project Address Parcel Number Applicant 409 NW 111 Terrace 1121360010450 Miami Shores, FL Block: Lot: JEAN TRACH REVOCABLE LIVII Owner Information Address Phone Cell JEAN TRACH REVOCABLE LIVING 402 NW 111 Terrace (305)754-2415 -- -- - -- - -- -- - - MIAMI SHORES FL 33138- .J Contractor(s) Phone Cell Phone Valuation: $ 8,600.00 FOUR BLR DOORS CORP (305)776-2443 Total Sq Feet: 0 Type of Work:2 SINGLE HUNG, 1 PIETURE WINDOW, 12 Available Inspections: No of Openings:15 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 DBPR Fee Invoice# WS-6-15-56162 $3.75 07/02/2015 Credit Card $280.90 $0.00 DCA Fee $3.75 Education Surcharge $1.80 Permit Fee $250.00 Scanning Fee $9.00 Technology Fee $7.20 Total: $280.90 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 AF I cert' that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru n zonin Fut rmore, I authorize the above-named contractor to do the work stated. July 02, 2015 Autho ' d Signature:Owner / Applicant k, Contracto / Agent Date Building Department Copy July 02, 2015 1 zo Miami Shores Village -, j, ��- 4 Building Department JUN 3 0 2015 t 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax: (305)756-8972 [ITY INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 1 '�) n BUILDING Master Permit No. S LZ PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ,/ CONTRACTOR DRAWINGS JOB ADDRESS: 0� /�' l� / T�/C�C� City: Mia/mi Shores County: Miami Dade Zip: ���� Folio/Parcel#: //' ,�6� ' y�V Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):� TlfV J,l;&I letmra3l, &,011 �k'r'l Phone#: �65 "12.5" %J-S 7 Address: 0 J ✓Vll• u• �� �� e,,fL�� City: z d,_0_ � State: /4-L Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: !%e Phone#: Address: �T y/� '4/ 41, l�J I�_ City: ,/j�f/ 1 L u//CI State: �G Zip: -Vb/Y Qualifier Name: �7��� �+ti Phone#: ix 3e L State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 8 IDOd. OD Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 6M /'P � 72Dd —/1�/ /�l1 �P/.� /T 4/w /j/Pvr/ (916,f 4-,a 64—- D�E,u ,l/F� �c�.K iT 721 lST 2- S/�f�t /'���..� — /- �c°Tl�✓P lyi.y�o�-,- — /Z - /7�X/Ze•r� G//.71�o�-Sr Specify color of color thru tile: Submittal Fee$ Permit Fee$ _�ZGQ- �_U CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ ``11 rr ll q TOTAL FEE NOW DUE$ Z G V • l O (Revised02/24/2014) /{mak 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." t 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. SignatureSignature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged befolre me this V day of 20. , by a �k day of `J J W , 20 1(' by c who is personally known to �(PNLEY AG% STT SuM hoE personally known to me or wh as produced ) as me or who has produced ` �Q���- �as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUB q:, Sign: Sign: Print: 0, C, Print: ARRIETA Nota Public State of Florida Seal: Seal: L-A-4,,d Notary MY COMMISSION t FF 184276 : Sindia Alvarez * * EXPIRES: 17 2018My Commission FF 156750 Btu�MTrAV t ryStrrkes orExpires09J03l2018 *************************** **** ** ********************************************************************** APPROVED BY 1 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r r STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 a�WE 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 SUMNER, STANLEYABBOTT FOUR BLR DOORS, CORP 408 GRAND CONCOURSE y. MIAMI SHORES FL"33138 Congratulations! 1N' t Is (cense you liecami'one isfttle nv"dtiy _=_. _-- ,.:,s,.,..,.;,,•;,;,.h.,,,,;.,.- , one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEM F BUSINESS AND and they keep Florida's economy strong. P, F ULATION Every day we work to improve the way we do business in order to CGC1523068, 03/22/2015 serve you better. For information about our services, please log onto - `a www.mytioridalicense.com. There you can find more information _CERTIFIED G about our divisions and the regulations that impact you,subscribe - SUfitINER;,,ST to department newsletters and learn more about the Department's FO1J . R-,..S initiatives. Our mission at the Department is:License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, TIf1ED=ulfds�t.nb p vfsiong.dx_ n.4es9:;'.: and congratulations on your new license! �.�.N P `IrptCCgaa�,'A1JGa?,-201& DETACH HERE RICK SCM G_SVEkN0­F:F_ __.. ._— .._.. __ .. -- . .: -— --.-.,_._......_..,...�...._ ._..,..,,....,.�..."..,.�..........._..�.,-�,�__-------• _,"_�, 1ZER-5WSM4,–SECRETARY �. • STATE OF FLORIDA t DEPARTMENT BUSINESS AND PROFESSIONAL.REGULATION ..., .CONSTRUC.TI ;INDUSTRYLIGENSING BOARD EP f I . Ado& �cal�z3asa•... - . . . „ .. . T•If-e;GENERAt G:ONT. - CTOFt.: 1Vaf�-bek 4-S CERTf..FI '1)­' Url�lel tlj>a rgvisioi�s ter 88 FS rlkw_ ...M--- _ - .w.. .. ... �•�_",`.... .�`�'.'::.• 1;:.'�... �Ate'•'y1,i\' •,,�•�� `� • ,,\\\111,,,,,, /F.10 R131 M ISSUED: 03/22/2015 D'ISPLAYAS REQUIRED BY LAW SEQ# L1503220001447 .rt i.ra �t'o' .�..1:.;;'r i'`,F.�i.:;� �'•'�.ris� :L:`.rn'°'' 'r%��'. ;•?'C7ciH I 'F�>.' 'ii��'Q •),Yr .,i%X ry � ;;i����t'G�'-ti.'' ��h, _ °�', ?KtZmr�_�,}. . ..�F l':' 'z'%ud?Y; ' - _ r,r yr- A, �L �` -h'. 1;'ytr;:•1. �t'%'+ i{i4�;�`.-;•i: •i`S� t�i5��!,"�.,. a.,A.:,ds`-iis::i.: ,�%F;L t;. .r.; '•',: -31 ,�R•,: '� ,i� J .G�i.y. .I wS.��. Y '•J " ..1 ,:;• .te: •i,J:y;� 'fan ref. � ,1 t.y,,:,�, 't`- .,�f 'r- � ,,. '•,•s ���.:�+.tita-�vr;?•. �i�:.��''T��ic'm.?'1,.�fi�k�+:Y�}�w.s l! Mie'` t" -';4 �:nl.+,ex.,/;'r-:.�af1:x'• _ .a.�.iSa:ktarsiiw'::;>:;''�;ie. .n-� �)':"�:.c.,�:.�,. :,i, r.:.m iA� �5;,. ., r.,,:�:- :..., a :.. ..t#:cC rr.Nl:;�<6 rrr(<'.J,..y,i1.?ai .^. - _�I'��� ;�.;C: � )!�r L4n:;�ti,,;."��': ;`,k','ir; :.i�. ,,,.{,r tirlr 44.t'.' �:'M'`•'"'�i .,.$ x' 78.4rF •air ,_,:' IRES ��yyy�j Ryl. 11. F ) p @ a� �f.• - D +K i4 a 1 Mz ,l a: Ari .�% ,.. ':h�'Yid Yial'� }i1•'%'q�n'.�<. ley' :$v — ,.......,... �{. .'1..Y;.. .a':�•,ii,, f... .L....':'>�1'�`�" ON OWhIpR :''S6•; F�• 6e1:.T16p�,p�BU31NE3lI;S�w�:r'�:`<i'•;`.,: FOLa1F�i$LR DdORS t aQRR 198 ;;r_'• :' ti;;-: PAYRAMT keCIRMU AE GN�F2f�L 6U1[bl "GJ L LA RED,': R $ r BY TAX GLEcra*1.y.. ° ONTii�A00 CTO6i;'�;;'i:, ;.;.:,;:, CGCf5 ' .-::'•,�•";-�... P069 ", .:...:... ....:r. 0226 1 this Local 6rsin¢ss Tax iapaipt only coma pa"fln i the l,ec(rL�tlibiels'Ti. , ..�Y:R¢C¢pt l5 1�1f a IioaA6R,:,;j.,l y p¢red4o►'s rS�ficarionpFdie:holde{'sgpa`INcetloit8tedobLmine.;,:" Holder mustoa:o gjywith g a11M1 i '.•''" or nongoitErlMntal legnlid0i dews and ragslremaats which apply W the business: The RECEIPT NO.atioLh}�ust be displippd pU�pmmerc181 retugp¢ I�.Dade Code SMAM ec .FW-rainl011 aati,►lij� -m� +, CERTIFICATE OF LIABILITY INSURANCE DATE(NNIbp/YyyY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFER$ NO RIGHT$ UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE: DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED GY THE POLICIES BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. lMPORTANTt If the certfltCate holder ie an ADE)ITIONAL INSURED, the N:y( ) the terms and conditions of the pollcyr,certain policies may Po1I Nes mus!Ifs endoraNld. If SUBRON3ATION I$ WAIVED,subject t0 certfficatae holder in lieu of such endorsements. Y require an endorsement.A statement on this certifleNlte does not confer ri®(ft to the PRoot)cm Q INSURANCE LLC. UA Sandy Aldana2531 NW 72 Ave Suite A30.-994-9981aCC"11RA" PAx1800MIAMI FL 33122 INbUR NAIC9 INSURED INSURER A. ,FOUR BLR DOORS CORP INWRERa: 11407 SW 235 ST INSURER C: INSURER D 1 HOmeatead,FL 33032 NNSuRER s: COVERAGES CERTIFICATE NUMBER: I- N NUMBER: f] THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURE IED ABOVE FOR THE POUCY PER FOO INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYO CONDITIONS OR SUCH PERTAIN, THE INSURANCE AFFORDED By THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REpUCED BY PAID CLAIMS. TYPE OF IN3URANCS LICY� V EM ORNERAL LIABILITY NurreaR uNrra X COMMERCIAL GEWM LIABILITY EACH OCCURRENCE S 1000 000 CLAMNS�MDE OCCUR E nae S 100 0100027936.0 03/28/2015 03/2812016 MED EXP grry 9M aon PERsoNAL ax ADV INJURY S 1 00 000 GENT AGGRQGATE LIMrTAPPLIEs PER GENERAL AGGREGATE S POLICY X PR LOC PRODUCTS-COMP/OP N11 5 2 000 000 AUTOYONLE UAWLITY $ ANY AUTO COM I erg INpLE i ALL ED SCHEDULF� BODILY INJURY(Per p@I S OS AUT AUTOS HNI AUTOS =11I BODILY INJURY(Per awl) s PROP DAMAGE S UMBRELLALtA9 OCCUR q EXCESS IJAa CLAIMS-MADE EACH OCCURRENCE S OED RETENTION AGOREGATE S WORKPft CONPOMMON 3 AND EMPLOYEW LIABILITY WC 3 MTU. O ERI ANY IMB�EREEXCLUDED7�� YINN/A (Myy+ulmtoey In NN) EL EACHACCIDENTdesate S DESCRIPTiONhTIONS below, E.L.DI$EASE-PA EMPIOy 3 E.L.011-POLICY LMNrr 3 OE M PTtON OP OPERATIONS 1 LMATMS N VEWCLEe(Aladt ACORD IM,Addlgpnel Remarks SOlwdute,II space is requlid) Door,Window or Assembled Mill work-Installation License CGC1523069 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BLD(3 DEPT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED OFFORE THE 10050 NE 2ND AVE ACCORDANCE WITH THE AOLICy PPROIRATION DATE VISION9.E YVlLL BE DELIVERED IN MIAMI SHORES,FL 38138 AUTHORIZED REPRESENTATiVI ®1988-2090 ACORD CORPORATION.An rights reserved. ACORD 25(2010/06) The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MMr0D1YYY7) 6/22/2015 THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIF)CATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the POlicy(los)must be endorsed. If SUBROGATION 1$WAIVED,subject to the terms and conditions of the policy,certain Policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsernent(s)- PRODUCER SUNZ Insurance Solutions LLC ID: Essential NAME Jennifer Hauger C/o Essential HR, Inc. dba first Star HR PNpNE 4455 LBJ Freeway, Suite 1080 E 972 04-0295 ArC Dallas, TX 75244 =ass: annifer.hau a flirststarhr,com INSURE S AFFORDING COVERAGE NAIC# INSURED tNSURERA: SUNZ Insurance Company 34762 Essential HR Inc Aj!nER e; As en Re-London-Best Radn9'A" FirstStar HR INSURER c: Catlin Syndicate-Lloyds-Best Ratin •A' 4455 0J Freeway 1 Suite 1080 INWRER D: Brit Syndicate.LIo ds-Beet Rat(n "A" Dallas TX 75244 INSURER E. INBURL"R p COVERAGES CERTIFICATE NUMBER: 25189 THE 585 REVISION NUMBER: THIS IS TO CERTIFY THATPOLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I -- -LM TYPE OF INSURANCE A&PLILIBUBRI POLICY NUMBER LIpY EFF P COMMERCIAL GENERAL LIABILITY LaM1ITS CLAIMS-MADE OCCURRENCE _ OCCUR E REMISES My enea § MED EJP'(Any one efeon S GEN'I,A00REGATE LIMIT APPLIES PER PERSONAL&ADV INJURY S POLICY El PR E& D LOC GENERAL AGGREGATE $ OTHER: PRODUCTS-COMP/OPAGG $ AUTOMOBILE LIABILITY S ANY AUTO Es etc d ri D 81NGLE L $ A ce ED SCHEODULED BODILY INJURY(Per person) $ AUTS HIRED AAUTOS NEO BODILY INJURY(Per acddent) $ (JTgg A AUTOS PPROP IDAMAGE $ UMBRELLA LIAB S OCCUR EXCESS LIAB CLAIMS MADE EACH OCCURRENCE S Y OED RETENTIONS AGGREGATE S A RLCOMPENSATION $AND 9MPLOYERM LIAeILTY WCPE00018402 10/1/2014 10/1/2045 ER H- AW PROPPiETORIPARTNEACK ACCIDENT IXECUTIVE YIN ✓ 3T T ER OFFICE ER D(CLUDED? LiNIA E.L. S 1,000,0 If "a(Mandatory my In in NII) D N deamON OF OPERATION$bundor E.L.DISEASE_EA EMPLOY $ 9"NIP1,000,00 TIelow 13 Workers Compensation E.LDISEASE-POLICY LIMIT § 1,000,DOQ C Excess Coverage This is for Informational purposes D and nothing shall Crsate any right under such reinsurance. 0ESCrN11MON OF OPERATIONS I LOCATIONS I VEHICLE» (ACORD 101,Additional Rarnarlle 9ehedulq attaCllaC N nwa apses IS reQWfetl) Coverage Provided for all leased employees but not subcontractors contractor Effective sof:FOUR BLIT date:l0/112013 DOORS CORP Lic#CDC1523069 CERTIFICATE HOLDER 61500013 CANCELLATION Miami Shores Building Department SHOULD ANY OF THE ABOVE Dt-SCRIBED POLICIES BE CANCELLED BEFORE 10050 NW 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELNERED IN Miami Shores FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS, AUTMORI2ED REPRESENTATIVE � w Glen J D)stefano ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ACORD CORPORATION. All rlgWgrezerved. 5189505 1 1 Master Certificate I Toa* TSOwbridge 1 6/22/2015 10:45:18 AM (CDT) I page 1 of 1 oX oX c 0 a� ...:.. Aria iTY in in y bup IN 0 zoos N BY-- TS,(':,-i l_S(':,-i- ((,-o22 Vi"an b C b APPROVED BY DATE C 7.0NING DEPT 1J F WITH S AI_l_FCDFRnL �S7/iFf=/1'VD C0tjN7Y RUFFS AND F31--'GUl_/1TJONS % .. % .. . . ... . . . . ... FL0- ftA BUILDING CODs 2010 - ASCE/SEI 7-10 - wIgj 6gAD.*kAP.-ES; 170, 175 mph - Enclosed Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D •• • ' "' WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES IIOISSA �. • • WIND PRESSURES IN PSF 175 MPH VELOCITY-EX 170 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-k�XOOttUZtE:C:�. : 170 MPH VELOCITY-EXPOSURE D Roof Slope less than Roof Sloe greater Building Roof Slope less than Roof Slope great; Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof.Slope greater Building P p g g Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees han 10 degre Positive Negative Positive Negative Positive Negative Positive gcrtive Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4. z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 __T46 37,5 46.1 37.8 41.0 50.6 0-15 36.7 39.7 48.9 40.1 43.4 53.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 0-15 44.5 48.2 59.3 48.6 5.1 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 39.0 42.2 56 6 46.3 50,2 62,0 20-30 4.7.4 51.3. 631 58.7 56.1 69.3.2 52.316-2 50.2 54.4 66.9 511 59 4 68 4 21-30 40.0 43.4 -;'3_4 43.7 . 47.4 58.6 21-30 42.4 46.0 66.4 54.4 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 45.1 48.8 60.0 50.6 56.0 691 4150 5 31-40 1.8 56.0 69.0 %JN 41-50 54.9 59.4 731 60.0 65.0 0.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 4150 47.2 51.2 3.4 51-60 46.3 50.2 61.8 50,6 54.9 67,8 51-60 49.1 53.M[AM65DADE5COUNT58.2 71.8 LOCAT610N SBROWARDC❑LINTY, PA M BE CHANDLOCATION 56.6 61MIAM[5`DADE6COUNTY 67.1 82.9 LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION EXAMPLE OTHER COUNTIES EXAMPLE E"PLE OTHER COUNTIES E"PLE Roof Slope E /�/ G C O; Inc, GENERAL NOTES: IC N 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AIVD CLADDING C RDINGLY SHUTTERS WfN HIM. AND Engineering Services-CA 8116 R APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING poo S) Iz CONDITION AND THIS INFORMATION BE VERIFIED BY THE CCN AUTHORITIES. 2_PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED.BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON � Z4 5595 Orange Oriv .201 THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINOLOAD CHART BASED ON ASCE 7-10 PUBLICATION. �a DAVIE-FLORID 33314 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BYTHE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY I Za 51 NEANhROI]F Tel:(9 4)585-03 4 OFFICIALS. o� HEIGHT E mal:Engco t com 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and.other terrain with numerous closely spaced obstruction having size of single family dwellings. .,r For building 4<)30R exposure B prevails in the upwind direction for a distance greater than 1500 ft For building�30ft exposure S prevails in the upwind direction for a distance greater than 2600 It or 20 times the building heighk wichever is greater.Based an the FBG HVH7,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 grasslands.Exposure C volt apply when exposure D 6-EXPOSURE D(Section 26.7-3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for di and B do not apply. ifa distance greater than 5000 ft or 20 times the builng OCT 0 2014 height,whichever is greater 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be impact resistant glazing or protected with an impact resistant covering. a<=BW X 0.1 ora<=h X 0.4 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH BW less or equal than BIL PEDRO DE 609 REDO 9-TOPOGRAPHIC FACTOR Kzt= a 1-(FLAT TERRAIN) must not be less than PE52609 10-DIRECTIONALITY FACTOR Kd=.85(Wind Directionality Factor) a 3 feet or a=0,04 x BW NOT VALID W/OUT SEAL 11=TRIBUTARY AREA:10 SOF t horizontal dimension or 40°h of the Mean roof height but not Tess than the larger of 4°h of the least horizontal dimension or 12-EDGE STRIP(a):The smaller of 10%of this leas 3R 3/6/201.2 M I A M MDADE MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis,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 by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series"SH-701"Aluminum Single Hung Window Impact and Non-Impact APPROVAL DOCUMENT: Drawing No. 4032,titled"Aluminum Single Hung Window",sheets 1%wotigh 8, ...... prepared,signed and sealed by Robert L. Clark,P.E.,dated 4/17/02,bearing the Miami-dade•CountyPreftpt •, Control Revision stamp with the Notice of Acceptance number and expiration date by the MOLMi-Dade couhty """ Product Control Division. •••••• MISSILE IMPACT RATING: Large and Small Missile Impact and Non-Impact ..... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,W11state-an8 • following statement: "Miami-Dade County Product Control Approved", unless otherwise�gt*pJ jierein.�•,• •••, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has ggegapo •••• • change in the applicable building code negatively affecting the performance of this product. .'. 0 :....: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or ciiapgein the. materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If an portion of the NOA is displayed,then it shall P Yg YP 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#01-0109.01and,consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02-0419.13 APP Expiration Date: February 25,2006 +� Approval Date:May 23,2002 Page I 53.125 ITEM DESCRIPTION V.T. # VENDOR VENDOR # 1 FLANGED FRAME HEAD 612225 ALUMAX EXTRUSIONS AF-12225 2 FLANGED FRAME SILL 612226 ALUMAX EXTRUSIONS AF-12226 3 FLANGED FRAME JAMB 612227 ALUMAX EXTRUSIONS AF-12227 4 FIXED MEETING RAIL 612228 ALUMAX EXTRUSIONS AF-12228 5 SASH TOP RAIL 612229 ALUMAX EXTRUSIONS AF-12229 6 ISASH BOTTOM RAIL 612230 ALUMAX EXTRUSIONS AF-12230 7 ISASH SIDE RAIL 612231 1ALUMAX EXTRUSIONS AF-12231 8 GLAZING BEAD 612234 1ALUMAX EXTRUSIONS AF-12234 9 WEATHERSTRIP — VINYL BULB 6TP247K TEAM PLASTICS TP-247 10 316' ANNEALED GLASS PPG. LOF i 1 3 16 ANN. GLASS W DUPONT 457 FILM LAM. BY ROMAG. VERICOM 121 4" TEMPERED GLASS PPG. LOF 13 6 x .750 PHIL. PN. HD. 7658PFA4 AQUA FASTENERS 0 14 SWEEP LATCH MINIATURE DIE CASTING PGT.214.XX _ 15 118 x .625 PHIL FLT. HD. 7858WW MERCHANTS FASTENER CORP. 16 IWINDLOAD ADAPTER 612236 ALUMAX EXTRUSIONS AF-12236 17 18 x .375 PHIL. P.H. TEK 78X38PPTI MERCHANTS FASTENER CORP. 18 WEATHERSTRIP — VINYL BULB SASH 6TP249K TEAM PLASTICS TP-249 19 SASH TOP GUIDE MASTER TOOL 7—MIO-344 20 SCREEN VINYL TECH. PGT 21 BALANCE COVER WYBORG STAVE 76.000 22 BALANCE CALDWELL MANUFACTURING INC. MAX. 23 WEATHERSTRIP — PILE FINSEAL 61662W SCHLEGEL CORP. FS7826-187 24 SASH FACE GUIDE 70251 MASTER TOOL 7—M10-251 25 6 x .500 PHIL. FLT HD. 76X12FPAW SCHERER INDUST. PRODUCTS 26 SASH STOP 1 612244 JALUMAX EXTRUSIONS AF-12244 27 8 x 1.000 PHIL. P.H. SMS 78X 1 PPA MERCHANTS FASTENER CORP. I 28 SILICON 1 62899 IDOW CORNING 899 29 WEATHERSTRIP — VINYL BULB SASH I 6TP248K TEAM PLASTICS TP-248 NON-IMPACT WINDOWS / 1.) GLAZING OPTIONS: j A. 3/16"ANNEALED A. 3/16" HEAT STRENGTHENED OR TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 5.) SHUTTER REQUIREMENT: FROMICT REVtSFD SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS --»vMw-uhtknata. m.ELEVATION 6.) REFERENCE TEST REPORT: FTL 1536SWAR ,,, ..y�q,1 Elpho- NON-IMPACT WINDOWS •• ••• •• "'° DO.: R"W- • • • • • • • • • FK 4116102 ADO SENTRY GLASS C Cagy 1.) GLAZING: 1/4" TEMPERED • • •• • • • • • -FK 1/4/01 • •• • • • • ••• • 2.) CONFIGURATIONS: OX • • • • • • • • • °°n Ooe •• ••• •• • • • •• R.S. 1 27 96 3.) DESIGN PRESSURE RATING: IND D—iptlw, SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 4.) ANCHORS: �s�/7� ELEVATION, NON-IMPACT � //- SEE COMPARATIVE ANALYSIS TABLES 61N Skl�6T 8 • • • •,/ rib 5.) SHUTTER REQUIREMENT: • • • • • • • • • • r 10NOKOM/s� DRIVE ALUMINUM SINGLE HUNG WINDOW SHUTTERS ARE REQUIRED AT ALL IIAST.4LLAjNS • • • • • • • • • • • • •• • • P.O. BOX 1529 SaNs/�IodM: Swb: SAeef: Oroninp No, Rw: 6.) REFERENCE TEST REPORT. FTL 1533 • •• • • • • • • NOKOMIS, FL 34274 SH-701 NTS 1 of 8 4032 D ••• • • ••• •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LARGE MISSILE IMPACT WINDOWS 53.125 1.) GLAZING OPTIONS: MAX. A. 3/16"ANNEALED W/ DUPONT 457 SENTRY GLASS B. 3/16" HEAT STRENGTHENED W/ DUPONT 457 SENTRY GLASS 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 (8" IN MEETING RAIL AREA) 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED // 0 6.) REFERENCE TEST REPORT. FTL 1531 DESIGN PRESSURE RATING FOR GLASS TYPE B-3/16"H.S.W/SENTRY GLASS NEG POS ALL SIZES TO 53.125 WIDE x 76.000 HIGH 1 -60.0 60.0 COMPARATIVE ANALYSIS FOR:GLASS TYPE A-3/16"A W/SENTRY GLASS 76'MOX. WINDOW HEIGHT WINDOW 38.375 50.625 63.000 76.000 WIDTH NEG POS NEG POS NEG POS NEG POS 37.000 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 40.000 -60.0 60.0 -60.0 60.0 -60.0 60.0 -56.7 56.7 / 44.000 -60.0 60.0 -60.0 60.0 -58.2 58.2 -51.7 51.7 / 48.000 -60.0 60.0 -60.0 60.0 -53.0 53.0 47.3 47.3 X 53.125 -60.0 60.0 -58.2 58.2 1 47.2 47.2 42.6 42.6 41 PRODUCT REVLSE6 n c-pw".R!tYe mwj" evwi.`case Aaephece N" - S14.ty Efpinfha jam, •• ••• • • • • • •• Revd By: Dote: Rer).fine: ELEVATION. FK 4116102 ADD SENTRY GLASS CA .. . . . . . sued r Rmlebas D.dehWaet • •• • • • • ••• • � FK 14/01 • • • • • • • • aaR.S; M1e; •• ••• •• • • • •• R.S. M11-2-.7196 �� INDUSTRIES ,Destript/�, , • ••• ELEVATION, IMPACT TV.: NOKOMlS, Fl. J427575 • 1070 TECHNOLOGY ALUMINUM SINGLE HUNG WINDOW • • • • • • • • • •• • • • • • • • • R60eR L Clark, P.E. S.riea/Modml: Scab: Sheat: rvwing No. Rev: • •• • • • • • • PE 139712 P.O. BOX 1529 �^ O ••• • • ••• • • Slructuroi NOKONlS, FL J4274 SH-701 N l TS 2 or 8 4032 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ROUGH 19 5 4 15 14 1 8 OPENING 13 16 ® ROUGH ___ ,=._�s___�,�........................... .............:.......................................... 1 OPENING ....." -------------------------------------------- -------- g 2.710 J 9 34.500 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING MAX. - X" MAX' 3 7 i 49.562 DAYLIGHT OPENING MAX. - 0" 53.125 MAX. ROUGH 8 HORIZONTAL SECTION OPENING 5 4 1 1 I I I ® 0.500 ® .500 8 B 9 1� 76.000 MAX. 34.500 4/16'ANNEALED CLASS ,)(f6"ANNEALED W/DUPONT FILM - (457) INTERIOR SIDE DAYLIGHT 3/16' HEAT STRENGTHED OR TEMPERED 3/16" HEAT STRENGTHENED W/DUPONT FILM - (457) INTERIOR SIOf OPENING MAX 1/4" TEMPERED GLASS 6 NOTES: GLAZING OPTIONS 1) CORNER CONSTRUCTION: FRAME CORNERS ARE SEALED W/ WHITE SEALANT SCHNEE/MOREHEAD 15504 FRAME HAS BUTT JOINTS. FRAME CORNERS AND FIXED MEETING RAIL ARE SECURED WITH (2) 18K1"PPH SMS PRODUCT uvtSeu 0 FlwkU 2) WEEP HOLES: a aeiA4KwNt Ue 2.330 5""C.& (2) 1/2" WEEP NOTCHES AT ENDS OF SILL SCREEN RETAINERS Aaepa.aN°o-ev1f.�1 2 E Mh 1� •• ••• • • • • • •• Revd By: Dote: RerW— • • • • • • • • • FK 4116102 ADD GLASS OP110NS er • • •• • • • • • e: Rer;eiwilrii — • •• • • • • ••• • FK 1/4/01 • • • • • • • • • orore tH: Dote: 18 •• ••• •• • • • •• R.S. 1 27 96 OPENING /ev/ IND• ••• rSECTIONS & GLAZING OPTIONS VERTICAL SECTION '°NO TECHNOLOGY 275 ALUMINUM SINGLE HUNG WINDOW •• • • • • • • • • • Ser(es/Model: Scde: SMet: D—mg No. Rer. P.O. BOX 1529 ••• •• ••• ••• • • ••• NOKQYIS, FL 34274 SH-701 NTS 3 w 8 4032 D ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1,523 1,02J 1.167 2.784 .062 .737 .062 T 2.330 ,062 T 2.029 .705 2.710 1.403 .067 OALUM. 6065-T5 .655 OALUM. 6065-754 2.784 1.123 -�-�►I 1.274 --� O ALUM. 6065-T5 O ALUM. 6065-75 VIE -------j'TIT � 1.057 '�2 I 1.3151.165 1.707 — '65 062 1 348 1.187-►'� ® ALUM. 6065-T5 O 1.969 5 ALUM. 6065-T54 -�.414F.•— LOF: I 7 ALUM. 6065-T5 ' 1.350- i O I 6 PRODUCT RCVISED 7.451 -�r� ALUM. 6065-T5 u �pyieg w:1C 1k Fbride CWe of ••• • • • • • •• Raved W. DO. R-4—.:.4904116102 E � - • • • • • • • • • FK 4 16 02 ADO SENTRY CLASS C b • • •• • • • • • avF : evisiens: 062 • •• • • • s ••• • // FK 1/4/01 Bleyq� Ora" •• ••• •• • • • ••I� INDUSTRIES W. R.S. 1'*7196 � ALUM. 6065-T5 eexroran: EXTRUSION PROFILES • ••• • • mro: • • . 1070 OMIS FL 34275 ALUMINUM SINGLE HUNG WINDOW •• • • • • • • • • • Serfes/Modtl: Scali: �X 1529 56eef: °rowing No. Rev: • •• • • • • • • P.O. ••• • • ••• • , NOKOMIS, FL.4274 SH-701 NTS 4 a1 8 4032 ••. • • • • ••• • • . . . • . • • • • • • •. •. • . • •• •. ••• • • • ••. • • COMPARATIVE Y FOR GLASS: 3/16 ANNEALED FTL-1536 MAX.SIZE COMPARATWE ANALYSIS FOR: GLASS: 3/16 ANNEALED MAX.SIZE NOTES: 1.1 Numbers in(1 parentheses are auarft of anchors per side 53.125 x 76.000NOTES: 1.)Numbers in()parentheses are ouantiN of anchors per side 53.125 x 76.000 2.)Negative Design Loads based on Comparative Analysis and Glass Table ASTM Ell 300. Smallest Fasteners 2.)Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Larger Fasteners 3.)Positive Design Loads based on Comparative Analysis and Water Test Pressure. 3.)Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.)Numbers are for#10 screws or 3116"Tapoons. 4.)Numbers are for#12 screws or 114"Tapoons. 5.)(2)Anchors 4"apart,4"from each side of meeting rail are required.(Total of 4 anchors at each meeting rail) 5.)(1)Anchors 4"on each side of meeting rail is required.(Total of 2 anchors at each meeting rail) Anchors 6"from each corner and as follows: Anchors 6"from each corner and as follows: Mek spsontg at head&sill-14" Max.spacing at head 8 sill=14" Max.spacing at jambs =14" Max.spacing at jambs =14" FTL-1536 FTL-1536 Window i Window H'M Window Window Hftht Width 2&000 12 38.375 12 50.625 12 63.000 18 76.000 16 Width 28.000 8 30.375(8) 50.625 8 63,000(8) 76.000 12 -- nag D06 nag pos nag POS nag POS nag pos nag pos nag Doe nag pots nag pots nag pos 19.125 1 -120.0 69.3 -120.0 69.3 -120.0 69.3 -103.3 69.3 -79.7 69.3 19.125 4 -120.0 69.3 -120.0 69.9 -120.0 69.3 -109.3 09.3 -193 69.9 24.000 4 -120.0 69.3 -120.0 69.3 -120.0 69.3 -92.6 69.3 89.4 69.3 24.000 4 -120.0 69.3 -120.0 69.3 -120.0 69.3 -92.6 69.3 -69.4 69.3 26.500 6 -120.0 69.3 -120.0 69.3 •120.0 09.3 -89.6 69.3 86.0 66.0 26.500 6 -120.0 69.3 -120.0 69.3 •120.0 69.3 -89.6 69.3 86.0 66.0 32.000 8 -120.0 69.3 -120.0 69.3 -98.7 69.3 -80.3 69.3 -61.5 61.5 32.000 6 -120.0 89.3 -120.0 69.3 -98.7 69.3 -80.3 89.3 81.5 61.5 37.000 -120.0 69.3 -120.0 69.3 -84.6 69.3 -69.4 69.3 80.0 60.0 37.000 8 -120.0 89.3 -120.0 89.3 -84.6 88.3 89.4 69.3 80.0 80.0 40.000 8 -120.0 89.3 -115.4 69.3 -79.2 69.3 84.7 64.7 -56.7 56.7 40.000 6 -120.0 69.3 -115.4 69.3 -79.2 69.3 -84.7 64.7 -56.7 56.7 44.000 6 -120.0 69.3 -107.8 89.3 -71.3 69.3 -58.2 58.2 -51.7 51.7 44.000 8 -120.0 69.3 •107.fi 69.3 -71.3 69.3 -58.2 56.2 -51.7 51.71. 48.000 8 -120.0 89.3 -101.8 89.3 83.7 63.7 -53.0 53.0 47.3 47.3 48.000 8 -120.0 �.3 -101.8 69.3 83.7 83.7 -53.0 53.0 47.3 17.3 53.125 -120.0 69.9 -99.2 69.9 -85.2 58.2 472 47.2 42.6 42.6 53.125 8 -120.0 89.3 -93.2 89.3 -58.2 58.2 47.2 47.2 42.6 42.6 COMPARATIVE ANALYSI FOR GLASS: 3116 HEAT STRENGTHENED OR TEMPERED MAX.SIZE COMPARATTVE ANALYSIS FOR, GLASS: 3/16 HEAT STRENGTHENED OR TEMPERED MAX.SIZE 1.)Numbers in(1 rlarenDheses are a)lentav of anchors per side. 53.125 x 76.000 S: 1.1 Numbers in()parentheses are athant4v of andtors per side 53.125 x 76.000 2.)Negative Design Loads based on Compara"Analysis and Glass Table ASTM E1300. Smallest Fasteners 2.)Negative Design Loads based on Comparators Analysis and Glass Table ASTM E1300. Larger Fasteners 3.)Positive Design Loads based on Comparative Analysis and Water Test Pressure. 3.)Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.)Numbers erg for#10 spews or 3/16"Tapcons. 4.)Numbers are for#12 screws or 114"Topcons. 5.)(2)Anchors Al'apart,4"from each side of meeting rail are required.(Total of 4 anchors at each meeting 1" 5.)(1)Anchors 4"on each side of meeting rail is required.(Total of 2 anchors at each meeting rad) Anchors 6"from each comer and as follows: Anchors 6"from each comer and as follows: Max.spacing at head&sdl-14" Max.spacing at head&sill=14" Max.spacing at jambs =14" Max,spacing at jambs =14" FTL-1536 FTL-1536 Window Window Hel ht Window WaWow Width 26.000 12 38.375 12 1 50.625 12 63.000 16 76.000 16 Width 26.000(8) 38.375(8) 50.625(8) 63.000 B 76.000 12 n n 37.000 8 -135.0 69.3 -135.0 69.3 -126.3 69.3 -87.3 Z69.3 -60.0 60.0 37.000 6 -135.0 69.3 jV69.3 -126.3 69.3 87.3 69.340.000 8 -135.0 69.3 -133.4 69.3 -112.4 69.3 -87.3 80.0 60.0 40.000 8 -135.0 69.3 -112.4 69.3 87.3 69.3 80.0 60.0 44.000 8 -135.0 69.3 -117.9 69.3 -98.1 69.3 -87.3 -60.0 60.0 44.000 8 -135.0 69.3 -98.1 69.3 87.3 69.348.000 8 -135.0 69.3 -105.6 69.3 -87.0 89.3 -76.6 80.0 60.0 48.000 B -13&0 69.3 -87.0 69.3753.125 -128.4 69.3 -93.2 69.3 -76.0 69.3 86.1 80.0 60.0 53.125 8 -128.4 69.3 -93.2 -76.0 89.3 86.1 88.1 80.0 60.0 PRODUCT kEVLSED DEW f Codewila tfe PMu16 Aeegprwe 07-ayre.13 ( z/e6 •• ••• • • • • • •• Revsa By: Date: Revisions: • • • • • • • • • FK 4116102 ADD H.S. & TEMP. OP • • •• • • • • • te: Rsvniana: • •• • • • • ••• • FK 1/4/01 OFlrs• • • • • • • • • • / D.-air Date: •• ••• •• • • • f w�//%A ' D STR'ES R.S. 11271961 t)-Apu- / COMPARATIVE ANALYSIS, NON-IMPACT 3116 REFERENCE TEST REPORT: FTL-1536 • ••• • • •lJ �1 rub: •• 10No TECHNOLOGY 34z 5W ALUMINUM SINGLE HUNG WINDOW •• • • • • • • • • • P.O. BOX 1529 a/slodN: 9-1.: Sheet O-ina Na Rw: •• • ••f *00 • • ••f NOKOMIS, FL 34274 SH-701 NTS 5 air 8 4032 D ••• • • • • ••• • • --{ 1.250 1.250 2 x WOOD 'vI BUCK v� 1 x WOOD 1.250 BUCK D' 2 BUCK D i 3/16" TAPCON #10 PA*.250 ° 1.250 .250 MAX. i 250 MAX. d.3/16' TAPCON \ X10 PANHEAD .250 MAX. 1 x KMAX. BUCK TYP. HEAD UP. HEAD TYP, JAMB TYP, JAMB 3/16" TAPCON J10 PANHEAD 250 MAX. 250 MAX. n 1.250 1.250 PRODUCT REVISED " r—pM"wkb ft,FWki. 2 x WOOD AeeeRs u2 oY�9.IT °• BUCK E.@a.—DNk s i TYR SILL 001;••• .•4•.•' • • • •• Roved By: Dote: Revision • • • a. • • • • aS FK 4116102 ADD SENTRY GLASS CA i i• � • • • ••• • � FK 174/0 `4/01 oterl.. Drorn Dote: •• M•SICK•• • • • •• R.S. 11127196 epu— • ••• •7� l� ANCHORAGE, 3/16 TAPCON OR 10 WOOD SCRE It : • . 990 . . • . . . • 1070 TECHN FLDRIVE NOWAIM, 03427., ALUMINUM SINGLE HUNG WINDOW •• • • • • • • • • • Serlee/Model: s"" SMet: Drcwirrg No. Rev: • •• • • • • • • P.O. BOX 1529 ••• • • ••• • • NOKOWS,FL 34274 SH-7D 1 NTS 6 w 8 40.32 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • MP THE ANALYSIS FOR: GLASS: 114"TEMPERED MAX.SIZE COMPARATIVE ANALYSIS FOR: GLASS: 1/4"TEMPERED MAX.SIZE NOTES: 1.1 Numbers in()parentheses are arantiN ot anchors per side. 53.125 x 76.000 NOTES: 11 Numbers in(1 parentheses are puanttty of anchors Der side. 53.125 x 76.000 2.)Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Smallest Fasteners 2.)Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Larger Fasteners 3.)Positive Design Loads based on Comparative Analysis and Water Test Pressure. 3.)Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.)Numbers are for#10 screws or 3/18"Tapcons. 4.)Numbers are for#12 screws or 1/4"Tapoons. 5.)(2)Anchors 4^apart,4"from each side of meeting rail are required.(Total of 4 anchors at each meeting rail) 5.)(1)Anchors 4"on each side of meeting rad is required.(Total of 2 anchors at each meeting rag) Anchors 6"from each corner and as follows: Anchors 6"from each corner and as follows: Max.spacing at head 8 sip=14" Max.spacing at head 8 sill=14" Max spacing at jambs -14" Max,spacing at jambs =14" FTL-1633 FTL-1533 Window Height Window Window 'ht Width 26.000 12 36.375 12 50.625 12 Wi63.000 18 78.00D 16 Width 26.000(8) 38.375(8) 50.625(e) 63.000(8) 78.000 12 nag pos nag pos nag Pot nag Poo nag Poe 19.125 4 -190.0 70.0 -190.0 70.0 -190.0 70.0 -154.9 70.0 -119.5 70.0 19.125 4 -190.0 70.0 -190.0 70.0 -190.0 70.0 -154.9 70.0 -119.5 70.0 24.000 4 -190.0 70.0 -190.0 70.0 -190.0 70.0 -136.8 70.0 -104.1 70.0 24.000 4 -190.0 70.0 -190.0 70.0 -190.0 70.0 -138.8 70.0 -104.1 70.0 26.500 8 -190.0 70.0 -190.0 70.0 -190.0 70.0 -134.4 70.0 -99.1 70.0 25.500 6 -190.0 70.0 -190.0 70.0 -190.0 70.0 -134.4 70.0 -99.1 70.0 32.000 8 -190.0 70.0 -190.0 70.0 -190.0 1 70.0 -131.0 70.0 -92.3 70.0 32.000 8 -190.0 70.0 -190.0 70.0 -190.0 70.0 -131.0 70.0 -92.3 70.0 37.000 8 -190.0 70.0 -190.0 70.0 -189.4 70.0 -131.0 70.0 -90.1 70.0 37.000 6 -190.0 70.0 -190.0 70.0 -189.4 70.0 -131.0 70.0 -90.1 70.0 40.000 8 -160.0 70.0 -190.0 70.0 -168.6 70.0 -131.0 70.0 -90.0 70.0 40.000 8 -190.0 70.0 -190.0 70.0 -168.6 70.0 -131.0 70.0 -90.0 70.0 44.000 8 -190.0 70.0 -176.8 70.0 -147.1 70.0 -131.0 70.0 -90.0 70.0 44.000 8 -190.0 70.0 -178.8 70.0 -147.1 70.0 -131.0 70.0 -90.0 70.0 48.000 8 -190.0 70.0 -158.4 70.0 -130.5 70.0 -114.9 70.0 -90.0 70.0 48.000 8 -190.0 70.0 -158.4 70.0 -130.5 70.0 -114.9 70.0 -90.0 70.0 53.125 8 -190.o 70.0 1 -139.7 1 70.0 -113.9 70.0 1 -99.1 1 70.0 -90.0 70.0 53.125 8 -190.0 1 70.0 1 -139.7 70.0 -113.9 1 70.0 -99.1 70.0 1 -90.0 1 70.0 PRODUCT REVLSLD ah P4ltaLwaaft F1w Na OZ-'V'9'/7 EXPI, �DL:Revsd� Dare: ReviaioncFK 4 16 02 UPDATE COMP. ANAL.Ted 1�: 1Revietona: DlFK le •• ••• •• • • • •� FirD'Oe'" p INDUSTRIES R.S. 1727196 De:<roniaa: COMPARATIVE ANALYSIS, NON-IMPACT 114T REFERENCE TEST REPORT: FTL-1533 ••• • • ••• ••• •• •is 1070 TECHNOLOGY DRIVE rne: • • • • . . . . NOKOANS. FL 34275 ALUMINUM SINGLE HUNG WINDOW .. . . . . . . . . . • •• • • • • is P.O. BOX 1529J1rI°e/M°d°L 5<aa' -7: Drveinq No. Re.< ••• • • ••• •• • NOKOWS, FL 34274 SH-701 NTS 8 1 8 4032 D ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.250 —{ 1.250 2 x WOOD BUCK pa° . 1 x WOOD v� .' .i�•. � ' .e. 2 x WOOD BUCK 0 BUCK I i 1/4- TAPCON #12 PANHEAD e 250 MAX.J .250 MAX.J . a • 114" TAPCON 112 PANHEAD �� BUCK 1 x WOOD MAX 250— TYP. HEAD TYP. HEAD ryp, JAMB TYP. JAMB 1/4" TAPCON 112 PANHEAD 250 MAX. 250 MAX. iI F.i ri 1.250 1.250 � I R l). II PRODUCT REVISED e' 2 x WOOD mm• w+s Me ilmi8t TYR SILL n• , p- BUCK -j&:yi A i3 E*ml-Dale ero1 •• ••• • • • •• ..t• y Reved W: Dote: Romi— wr • • • • • • FK 4116102 ADD SENTRY GLASS CA . .. . . . . . T .one • •• • • • • ••• • / FK 1 4/01 • • • • • • • • sup i/ O v. sy: Det •• ••• •• • • • �/// R.S. 1 2719 6 D l INDUS ES —ipt— !7 ANCHORAGE, 114 TAPCON OR 112 WOOD SCREW • ••• rw: • ; ;•; ;•• 666 ;•; '°NO�5 FL 3342775 ALUMINUM SINGLE HUNG WINDOW •• • • • • • • •• • • Serim/Modeh Scole: SAeet: 0—in N.. Rev: P.O. BOX 1529 •i i• ••• i•• ••• ••• NOKOMIS. FL 34274 SH-701 NTS 1 7 a 8 4032 D ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• M IA M MIAMI-DADE COUNTY,FLORIDA METRO-DADE.FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1"3 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130.1563 (305)375-2901 FAX(305)375.2900 NOTICE OF ACCEPTANCE(NOA) PGT IndmArles 1070 Technology Drive Nokomis,FL 34275 SCOPE: This N0A is being issued ender the applicable rules and regulations governing the use of constntctiem materials_ The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division(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 materia)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. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION:Series"920"Aluminum Picture Window-L.M. APPROVAL DOCUMENT:Drawing No.4246.6,titled"Mid—Rise Alum.Picture Window(LG.Missile)", sheets I through 6 of 6,prepared by manufacturer,dated 4/16/03,signed and sealed by Robert L.Clark,P,E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Mbsile Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise tooted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TFILMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:'rhe 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 shell be provided to the user by the manufacturer or its distributors •• • •• • • • • • and shall be available for inspection at the job site at the request of the Building Official. •• • • • • ••• • • • • • • • • • • This NOA consists of this page 1 as well as approval document mentioned above. •• ••• •• • • • •• ///"II'm submitted documentation was reviewed by Theodore Berman,P.E. NOA No 03-OW.93 • ••• • • • • Expfra6oe DNte Joly 24,2900 • • • • • • • • • • • .�/= � ) Approval Date:July 24,2003 • • • • • • • • • c Page I •• • • • • • • •• • • 1 - PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY.Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4246-6,titled"Mid—Rise Alum.Picture Window(LG.Missile)", sheets I through 6 of 6,prepared by manufacturer,dated 4/16/03,signed and sealed by Robert L,Clark,P.E. B. TESTS 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum picture window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL- 03022,dated 4/l/03,signed and sealed by Joseph Chan,P.E. 2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Ar Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411111 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum picture window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL- 03024,dated 4/1/03,signed and sealed by Joseph Chan,P.E. 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Lw go Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with ma ked-up drawings and installation diagram of an aluminum picture window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL- 02094,dated 13/9/02,signed and sealed by Joseph Chan,P.E. 4. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with markod-up drawings and installation diagram of an aluminum picture window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL- 02092,dated 8/9/02,signed and scaled by Joseph Chan,P.E. C. CALCULATIONS I. Anchor Calculations and structural analysis,prepared by manufacturer,dated 5/6103,signed and sealed by Robert L.Clark,P.E. •• ••• • • • • • •• •• ••• a.: • • • •• heodorc Berman,P.E. Deputy Director,Product Control Division NOA No 03.03011.03 • ••• • • • • Expiration Date:July 24,2008 • • • • • • • • • • • Approval Date:July 24,2003 an: • • ••• •• • 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PGT Industries D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.01.1204.01 issued to E.I.DuPont DeNemours for "Sentry Glass Plus"dated 1/17/02,expiring on 1/14/07. 2. Notice of Acceptance No.01-0205.02issued to Solutia,Inc.for"Saflex/ Keepsafe Maximum"dated 5/17/01,expiring on 5/21/06. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY.Not part of NOA) E. STATEMENTS 1. Statement letter of conformance,dated 5/5:03,signed and scaled by Robert L. Clark,P.E. 2. Statement letter of no financial interest,dated 5/5103,signed and sealed by Robert L.Clark,P.E. 3. Laboratory compliance letter for Test Report no.FTL-02095,issued by Fenestration Testing Laboratory,Inc.,dated 8/26/02,signed and scaled by Joseph Chan,P.E. 4. Laboratory compliance letter for Test Report no.FTI-03024,issued by Fenestration Testing Laboratory,Inc.,dated 4/28/03,signed and sealed by Joseph Chan,P.E. 5. Laboratory compliance letter for Test Report no.NTL-03022,issued by Fenestration Testing Laboratory,Inc.,dated 4/28103,signed and scaled by Joseph Chan,P.E. 6. Laboratory compliance letter for Test Report no.FTI-02094,issued by Fenestration Testing laboratory,Inc.,dated 4/26/03,signed and sealed by Joseph Chan,P.E. F. OTHER I. Letter from the consultant stating that the product is in compliance with the Florida Building Code(FBC). •• ••• • • • • •• • •• • • • • ••• s �/ ///�1 Theodore Berman,P.E. Deputy Director,Product Control Division NOA No 03-05811.03 • ••• • • • • Expiration Date:July 24,200$ • • • • • • • • • • • Approval Date:July 24,2003 •• • • • • • • •• • • ••• • • ••• •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LARGE MISSILE IMPACT PICTURE WINDOW DESIGN PRESSURE RATING-TABLE 1. FTL-3539&FTL-3765 GLASS OPTION A.9116"LAMINATED GLASS 1. GLAZING OPTIONS: HEIGHT A. 9/16" LAMINATED GLASS CONSISTING OF (2) LITES OF 1/4" HEAT STRENGTHENED GLASS ALL WIDTHS 41.000 43.000 1 44.500 48.000 WITH A .090 SGP INNER LAYER OF DUPONT SENTRY GLASS PLUS. 110.0 110.0 110.0 110.0 B.WTH A 090 PVBD INNER LAYER OF DUPOCONSISTING OFNT) LITES BUTACITEFPV13 OR SAFLEX16- HEAT /KEEGPSAFEED GLASS MAXMUM. 1/4"TAPCONS 900 90.0 90.0 90.0 2. DESIGN PRESSURE RATING: SEE TABLES 1 AND 2 3/16"TAPCONS OR -110.0 -104.4 1 -100.9 -93.5 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1300-98 #12 SCREWS 90.0 90.0 1 90.0 90.0 (AND ASTM E 1300-94 OUTSIDE DADE COUNTY). DESIGN PRESSURE RATING-TABLE 2. FTL-3537&FTL-3767 F F T i Ii N(IIIfIVf I)t_SNN InA(1': HASFD nN WATFH TF[7 VRFSSfiRF: AMTI GLASS 7AE1l.F ASTM F 1.ST7f)-QR (AND ASTM E 1300-94 OUTSIDE DADE COUNTY). COMPARATIVE ANALYSIS FOR:GLASS OPTION B.7/16"LAMINATED GLASS 3. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 6 HEIGHT HEM & SILT- WIDTHS 47.500 48.000 48.500 49.000 MAX. 6" FROM CORNERS 80.0 80.0 80.0 80.0 MAX. 12" O.C. 93.000 JAMS 65.0 65.0 65.0 65.0 MAX. 6" FROM CORNERS -80,0 -80.0 -80.0 -79.7 MAX. 12" O.C. 94'000 65.0 65.0 65.0 65.0 (ANCHORING WITH #12 SCREWS OR 3/16" TAPCONS AT SAME LOCATION^> LIMITS PRESSURE RATING, 80,0 80.0 -79.9 78.9 SEE TABLE 1). 95,000 4• SHUTTER REQUIREMENT: SHUTTERS ARE NOT REQUIRED 65.0 - -80.0 -79.0 -77.8.0 80.0 5. NARROW JOINT SEALANT IS USED ON ALL 4 CORNERS OF THE FRAME AND 96.000 80. 65.0 .1 65.0 ON THE OUTSIDE OF THE FRAME TO SEAL EXPOSED SCREWS.. 6. MAX. WINDOW AREA (DIMENSIONS NOT TO EXCEED 96"W x 48"H OR 46'W x 96"H) = 32 SQ. FT. W/ DAYLIGHT OPENING AREA 27.88 SQ. FT. 7. REFERENCE TEST REPORTS: FTL-3537, FTL-3539, FTL-3765, & FTL-3767 HEAT STRENGTHENED GLASS t-.090" INNER LAYER (SEE NOTE 1.) (SEE NOTE 1. FOR OPTIONS) HEAT STRENGTHENED GLASS 91 3/4" MAX. DAYLIGHT OPENING I (SEE NOTE 1. FOR OPTIONS) SILICONE 22 12" MAX. 18 19 D.C. 43 3/4" MAX. 1 DAYLIGHT 48"' ` OPENING MAX. AM"•�r •rr 0 � 24 6" MAX .690 NOM. GLASS BITE 6" MAX-1 1-- 1-1--12" MAX. O.C. fI 96" MAX. • • • • • • • • • ELEVATION 9 •Sao •• • • • . . 00 GLAZING DETAIL • • a • • 1U7b TEC44NOLOGYIXtNE LEVATION,GLAZING&NOTES EQUAL LEG �••• • • ""�" • • • N ONS, y S/�� • P. .89 1629 MlD-RISE ALUM.PICTURE WINDOW LG.MISSILE) HobnA IClark P.E. NOKows.rL79PEY32 .SM. • • • LfyenvezNTS I 1 d B 4246-8 sww.,,l ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 24 1 Ull p 18 19 84" i $OUTSIDE 24 I�--91 3/4" MAX. DAYLIGHT OPENING — 96" MAX.— HORIZONTAL AX.HORIZONTAL SECTION OUTSIDE INSID 48" MAX. 4 43 3/4" 6 O HEAD OR SIU MAX. 7 JAMB O DAYLIGHT OPENING 18 19 I 1 CORNER CONSTRUCTION DETAIL • •. .I-rr—z.�a4---I lot— " " " 'VERTICAL SECTION P T SECTIONS&CORNER ASSEMBLY EQUAL LEG J • ••• azo rEc+alaoar oawE • • • ' • • NOKows,FL 14275 CIMc,P.E. appal L. ••• • • • • • P.O.aox 15" MID-RISE ALUM.PICTURE WINDOW LG.MISSILE � CWk NgCOM19.FL 11274 V'nb! Oercn • •• 4MitAn9 d' .712 • • • y vw-eso NTS 2 6 4246-6 saucwrx ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LARGE MISSILE IMPACT PICTURE WINDOW DESIGN PRESSURE RATING-TABLE 3. FTL-3539&FTL-3767 GLASS OPTION A.9/16"LAMINATED GLASS 1. GLAZING OPTIONS: HEIGHT A. 9/16" LAMINATED GLASS CONSISTING OF (2) UTES OF 1/4" HEAT STRENGTHENED GLASS ALL WIDTHS 41.000 43.000 44.500 49.000 WITH A .090 SGP INNER LAYER OF DUPONT SENTRY GLASS PLUS. 110.0 110.0 -110.0 -110.0 B. 7/16" LAMINATED GLASS CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS 1/4"TAPCONS WITH A .090 PVB INNER LAYER OF DUPONT BUTACITE PVB OR SAFLEX/KEEPSAFE MAXIMUM. 90.0 90.0 90.0 90.0 2. DESIGN PRESSURE RATING: SEE TABLES 3 AND 4 3/16"TAPCONS OR -110.0 -104.4 -100.9 -91.6 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND CLASS TABLE ASTM E 1300-98 #12 SCREWS 90.0 90.0 90.0 90.0 (AND ASTM E 1300-94 OUTSIDE DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTM E 1300-98 DESIGN PRESSURE RATING-TABLE 4. FTL-3537&FTL-3767 (AND ASTM E 1300-94 OUTSIDE DADE COUNTY). COMPARATIVE ANALYSIS FOR:GLASS OPTION B.7/15'LAMINATED GLASS 3. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 6 HEIGHT HEAD & SILL WIDTHS 47.500 48.000 1 48.500 49.000 MAX. 6 1/2" FROM CORNERS MAX. 12" O.C. 94.OGO -80.0 -80.0 -80.0 -80.0 JAMB 65.0 65.0 65.0 65.0 MAX. 6 1/2" FROM CORNERS -80,0 -80.0 80.0 -79,7 MAX. 12" O.C. 95.000 (ANCHORING WITH (112 SCREWS OR 3/16"TAPCONS AT SAME LOCATIONS LIMITS PRESSURE RATING. 65.0 65.0 65.0 65.0 , SEE TABLE 3). 96.000 -80.0 -80.0 -79.9 -78.9 4. SHUTTER REQUIREMENT: SHUTTERS ARE NOT REQUIRED65.0 65.065.0 65.0 5. NARROW JOINT SEALANT IS USED ON ALL 4 CORNERS OF THE FRAME AND 97.000 -80.0 -80.0 -79.1 -77.8 ON THE OUTSIDE OF THE FRAME TO SEAL EXPOSED SCREWS. 65.0 1 65.0 65.0 65.0 6. MAX. "IIP TO TIP" WINDOW AREA (DIMENSIONS NOT TO EXCEED 97*W x 49"H OR 49"W x 97"H)= 33 SQ. FT. W/ DAYLIGHT OPENING AREA s 27.88 SQ. FT. 7. REFERENCE TEST REPORTS: FTL-3537, FTL-3539 & FrL-3767 HEAT STRENGTHENED GLASS .090° INNER LAYER (SEE NOTE 1.) (SEE NOTE 1. FOR OPTIONS) HEAT STRENGTHENED GLASS (SEE NOTE 1. FOR OPTIONS) 91 3/4' MAX. DAYUGHT OPENING SILICONE - - - -- - - 3 22 2 18 19 12" MAX D.C. 43 3/4° MAX. , �! DAYLIGHT I r + 49" -- s � OPENING MAX. 24 l• .690 NOW. fF 6 1/2" GLASS BITE -- --- -- --. MAX. 6 1/2" MAX. 1I--12" MAX. O.C. I 2 •s •• •• 97" MAX. 9 • • • • ELEVATION • • . . • • ..• . •• •• •• • • • •• GLAZING DETAIL io aooru6rve ELEVATION,GLAZING&NOTES(FLANGED) N / • ••• • • OKOFA _ • • OXO�g9,Fl.31876 i • • • • • • • P.O,tIQX 1589 MID-RISE ALUM.PICTURE WINDOW(LG.MISSILE) PAW„L cWK P.E. _ yM,,. o--M;- •• •• IhC 4%1.'0.7 • • • Ncx(OW 9,R 31179 vtrrtrty Bcrcer Pw-ezo NTS 3 6 4248.6 391wiuf�� ••• • •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \ 24 El 18 19 El 1NS1DE l J 2.784' OUTSIDE 24 r 91 3/4" MAX. DAYLIGHT OPENING 97' MAX. HORIZONTAL SECTION OUTSIDE INSI 49" 4 MAX. 6 43 3/4' \ H,1 HEAD OR SILL MAX. �� [ -JAMB f DAYLIGHT 7 OPENING 18 1 19 - .�... 5 �` 2 CORNER CONSTRUCTION DETAIL. b .• •• k • • .. • • • • • • ••• 2.784"_j Ix?6— •• '• " •gRflCAL SECTION 9070 7EOWOLocr owvE SECTIONS&CORNER ASSEMBLY FLANGED • ••• • • • NOKOMd,FL 51276 • • • T 3NlD-RISEALUM.PICTURE WINDOW LG.MISSILE • • • • • • • P.O.66x 3529 R�PL.E 11.997 ZP.E. •• • NOKOMIS.(-L 34270 14-M,B,,— �` �" - • •• RH. •4/I • • • Pw4w NTS 4 66 4246-6 s6udural oe*••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Item Dwg# PGT.# Description 1 42386 64238 Frame,Inside Mount Equal Le 2.764 2 42398 64239 Frame,Inside Mount Flanged 4 1155 781 PDX #8 x 1 Quad Pn SMS Stainless Steel 5 Schnee-Morehead SM5504 Acryl-R narrow joint sealant 6 9116 Laminated Glass-1/4"Heat Strengthened Inner Layer: DuPont Sentry Glass Plus 2.1 1 23 7/16 Laminated Glass-3/18 Tem red,.0_90 Inner La eY r,3/16"Tempered 7 Inner Layer DuPont Butacite PVB 093 NOM. Options: Saflex/Kee safe Maximum THICKNESS 9 1265-4 712654K Setting Block-5/32"x 3/8"x 2"long 18 4251 64251 7/16 Glazing Bead 19 4252 84252 9/16 Glazing Bead INSIDE MOUNT EQUAL 22 1224 6TP247 ;Vinyl Bulb Weatherstrip(Thick) 24 4247 64247 Trim Cover inLEG FRAME 32 Silicone Dow Coming 899 or 995 MAT'L: 6063-T5 V DWG 142388 _...1 st6 � .438{� 2.784 0 —.' .050 .870 NOM. L .050 L NOM, 7/16 GLAZING BEAD 9/16 GLAZING BEAD MAT'L: 6063-T5 MAT'L: 6063-T5 1 1$ DWG y4251 1 9 DWG p4252 I 2.625 093 NOM. THICKNESS 0 - .865 INSIDE MOUNT FLANGED .050 NOM. MAT'L: 6063-T5 •• •• • • ••• r •4DWG #423913 • • TRIM COVER ��C /�✓� • 4040 • • • 9 • • • • • • • • MAT'L: 6063—T5 •• •• 0• • • • •• DWG #4247 mro 7ECNNOLOGY wove EXTRUSIONS&PARTS LIST_ J • 0:9 • • NOTKOMIO,FL 31275 • • . • • • • • 0 P.O.89x 1529 MID-RISE ALUM.PICTURE WINDOW LG.MISSILE Robot L.Cwk P.E. •• •• F f • • NOXOWB,FL 342N V!7bfy lJerrmr N�1b�` -` " " PE 939712 rws2o NTS 5 a 6 4246-6 swaw"1 0040 • • 0•0 00 • 4040• • • • • 4040• • • • • • 4040• • • • • 4040 4040 • • • 4040 4040 4040• • • • •40• • • #12 SCREW #12 SCREW NOTES: 1. USE ONLY MIAMI-OADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. SEE NOTES AND TABLES ON SHEETS 1 & 3 FOR PRESSURE LIMITATIONS WHEN 1/4" MAX. ANCHORING WITH #12 SCREWS OR 3/16" 1 SHIM Ao r1/4" MAX. TAPCONS. ! _1 SHIM APPROVED 2x _ _ -� _ 3. INSTALLATION TO THF. SUBSTRATE OF WOOD 4 WOOD DUCK DUCKS 1 1/2" OR MORE THICK TO BE i "/�" MIN. APPROVED 2x ENGINEERED BY OTHERS AND TO BE (SEE NOTE 3) % WOOD BUCK , , " MIN. REVIEWED BY BUILDING OFFICIAL. -- (SEE NOTE 3) 4. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE FLANGED TO WOOD EQUAL LEG TO WOOD ENGINEERED BY OTHERS. 1/4" OR 3/16" TAPCON 1/4" OR 3/16" TAPCON (SEE NOTES 1 & 2) (SEE NOTES 1 & 2) fU1/4" MAX. I( ' SHIM 1/4" MAX. rU _L (-SHIM APPROVED -- APPROVED - - I WOOD BUCK _ WOOD BUCK (SEE NOTE 4) --� (SEE NOTE 4) --r ... . 1 1/4+" MIN. + 1 1/4" MIN. FLANGED TO CONCRETE V W008 BUCK EQUALtEG TO CONCRETE W/ W00DSUCK 1/4" OR 3/16" TAPCON (SEE NOTES 1 & 2) 1/4" OR 3/16" TAPCON (SEE NOTES 1 & 2) Ag4•wl•� wYw �IrW pmw �1/4" MAX SHIM l�J �1/4" MAX. SHIM 1 1/4- MIN. . . ' . -_-_----'- •• •• • • • • • •� ' 1 1/4- MIN. ••• •• ••: ••� : :F1.AIGGED TO CONCRETE EQUAL LEG TO CONCRETE 107=0"Na00Y DRNE ANCHORAGE ��� • •.• NOKOM16,FL N276 • • • • • • • • MID-RISEALUM.PICTURE WINDOW LG.MISSILE • • P.O..1629 _ Robal L.pwk.P.E. •• • W^'' • • W*OMM,FL 34274 Visibly Bat�v °""'"W'" an..' "�"°°�" PE 939712 • •• - 4i7 rwa2o NTS 6 w 6 1 4246-6 swwm see oe • • • • • • • • • • MIAMI-MADE MIAMI-DADE COUNTY,FLORIDA M METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis,FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series"HS 710"Aluminum Horizontal Sliding Window-Impact Resistant APPROVAL DOCUMENT: Drawing No.4112,titled"Aluminum Horizontal Sliding Window", sheets 1 through 4 of 4,prepared, signed sealed by Robert L. Clark,P.E.,dated 5/22/02 bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. .... TERMINATION of this NOA will occur after the expiration date or if there has been a nevisibn or chAdge in the"••;• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an erldgrs&nt ce** • product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply • with any section of this NOA shall be cause for termination and removal of NOA. •••• ;••••• ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,•P oda, and Fdllawed bf': • the expiration date may be displayed in advertising literature. If any portion of the NOt�Vd�splaye&,.fij it shall• • be done in its entirety. :00:*: INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactbrer of its di$WbCtprs -::0 and shall be available for inspection at the job site at the request of the Building Official.: ;.• • This NOA revises NOA#99-0204.03 and,consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02-0305.02 Expiration Date:May 20,2007 Approval Date: June 27,2002 Page 1 0 0 0 ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... LARGE MISSILE IMPACT WINDOWS ITEM DESCRIPTION V.T. / :Q1:, 1C TION • • • •• •••VENDOR VENDOR # 1. GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. 1 FLANGE FRAME .AM6 Alum. 6063–T5 612225 0 • • • • • ALT39M AF-12225 5/16" (.350) LAMINATED USING MONSANTO SAFLEX PVB OR 2 FIXED MEETING RAIL Alum. 6063–T5 612228 we 0 • • AL49MAK AF-12228 DUPONT W/ BUTACITE INTERLAYER BETWEEN (2) LITES OF: 3 SASH MEETING RAIL Alum. 6063–T5 612229 1 ALU AX AF-12229 A. 1/8 ANNEALED GLASS 4 SASH SIDE RAIL Alum. 6063–T5 612230 1 ALUMAX AF-12230 B. 1/8 HEAT STRENGTHENED GLASS 5 GLAZING BEAD Alum. 6063–T5) 6534571 8 ALUMAX AF-534571 6 WINDLOAD ADAPTER Alum. 6063–T5 612236 1 0"id aA of dram• ill MAX AF-12236 2. CONFIGURATIONS: XO or OX 7 FLANGE FRAME HEAD Alum. 6063–T5 612237 1 • • • • eALUMAX AF-12237 3. DESIGN PRESSURE RATING: SEE TABLE 8 FLANGE FRAME SILL Alum. 6063–T5 612238 1 1 MAXAF-12238 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS 9 FRAME SILL ADAPTER Alum. 6063–T5 612239 1 • • • • • • • • A MAX AF-12239 TABLES ASTM E 1300-98. 10 SASH TOP/BO . RAIL Alum. 6063–T5 612240 2 • • ••• OOLUMAX AF-12240 j B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS 11 SCREEN RETAINER Alum. 6063–T5 532377 1 ALUMAX AF-532377 TABLES ASTM E 1300-98. 12 5 16 .350 LAIdINATED USING 2 1 8 ANNEALED GLASS 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 3. 13 5 16 .350 (AMINATED USING 2 1 8 HEAT STRENGTHENED GLASS HEAD & SILL: 14 ANTI–LIFT CHANNEL Alum. 6063–TS 612244 1 0 mids on of vent ALUMAX AF-12244 MAX. 6" FROM CORNERS. 15 10 x 1.000 Ph. Fl. SMS 10X1 4 Windload Ada ter screws FASTEC MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. 16 6 x 1.000 H. PAN SMS 76X1PPA 2 for antft channel MERCHANTS FASTENER MAX. 15" SPACING. 17 WEATHERSTRIP THIN WALL BULB VINYL 6TP247 8 1 erGIOzi' Bead TEAM PLASTICS TP-247 18 8 x .500 PHIL. FI SMS 7856A 2 Sweep Lotch screws MERCHANTS FASTENER JAMBS: 4 when usinq 2 Sweeo Latches MAX. 6" FROM CORNERS. 19 8 x 1.000 PHIL. P.H. SMS 781 POA 22 (Frame/Vent assy. screws MERCHANTS FASTENER MAX. 12 1/2" SPACING. 20 SWEEP LATCH 71096 1 11.5 from ends–vent mtg. rail MINIATURE DIE CASTING PGT.214.XX 5. SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED. 2 if height is >= 42" 6. REFERENCE TEST REPORT: FTL-1969 21 WEEP HOUSING 70250 3 1 ®mids on 2 1 4 from ends MASTER TOOL 7–M10-250 22 WEEP FLAP 70251 3 1 ®mids an 2 1 4 from ends MASTER TOOL 7–M10-251 74" MAX WIDTH 23 ROLLER HOUSING 2 0 ea. end of vent to rail MASTER TOOL 70312 33 5/8" MAX 33 5/8" MAX 24 BRASS WHEELS 7BRWHL2 4 2 per Roller Housing) VINYL–TECH/P. T. DAYLIGHT DAYLIGHT 25 WEATHERSTRIP – PILE FINSEAL 61062W 2 ®vent to bot rails & mt . rail SCHLEGEL CORP. FS7826-187 OPENING OPENING 26 162899 DOW CORNING 899 27 WEATHERSTRIP FULB VINYL 6TP249 1 0 vent jamb rail TEAM PLASTICS TP-249 DESIGN PRESSURE RATING:-75 P.S.F +66.7 P.S.F. GLASS TYPE A OR B DETERMINATION(SEE NOTE 1) �WINDOW WINDOW HEIGHT 58 1/4" WIDTH 26.000 38.375 44.000 50.625 63.000 MAX FIXED LITE / 26.500 A A A A A DAYLIGHT 57" MAX OPENING VENT 37.000 A A A A A DAYLIGHT 44,000 A A A A B OPENING 53.125 A A B B B IRODuc.-rkEV"o 3" MAX _ 63.000 A B B B B � � ""*i4 HEIGHT 74.000 A B B 1 B B A�ftT_ _' 0 X R—dBY: °oro: R.W.on.: F.K. 11/5/01 UPDATE FOR RENEWAL �L R.Haion.: F. 1129/99 C—NO CHG THIS SH or—BDots NDU D.B.D. . 21161981 8" MAX 8" MAX sem. 4' MAX a" MAX OX ELEVATION & B.O.M. LG. MISSILE S' _L�L rA SEE NOTE 4 ON MEETING RAIL ANCHORAGE 107NOKO IS, L 34277R5NE ALUMINUM HORIZONTAL SLIDING WINDOW ELEVATION Robert L.Clark,PIE. P.O. BOX 1528 s.�"� °' Sca.: sheet: Ore i"No. IR PE#39712 NOKOMIS, IL 34274 HS-710 NTS 1 4 4 1 12 C . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . .'• •00 ": •'• •• • EXTERIOR • • •• • • • • • • •• • • • • • • • • • • PAX. WIDTH ROUGH • • • • ••• • OPENING ROUGH 11 2 9 —MAX. DAYLIGHT OPENING 1 OPENING 7 �^-2.710 • 7 • MAX•DAYLIOH�OPENING MAX: f F500 ' 7 • 11 9 -� 2.784 • • • ••• • 16 2.784 14 5 0 7 1 18 ROUGH 3 OPENING 1 4 2.643 .705 .500 MAX HORIZONTAL SECTION FIXED LITE DAYLIGHT MAX( OPENING ENT 1213 DAYLIGHT MAX OPENING 12 1 3 HEIGHT L_ EXTERIOR t/z" GLASS BITE 1/2" GLASS BITE 5 3 4 17 6 17 6 9 1/8" ANNEALED GLASS -� STRENGTHE EDTGLASS� 2 � .090 INTERLAYER (MONSANTO SAFLEX .090 INTERLAYER (MONSANTO SAFLEX 1 2.094 OR DUPONT W/BUTAC.TE) OR DUPONT W/BUTACITE) 1/8- HEAT 8 500 1/8"ANNEALED CLASS STRENGTHENED GLASS emDU(-,T EVISM.9b as iiv ewftcwe 2.710 GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS e.pkMka N' 19 R—d By: D. Rwiaioas: ROUGH 6 F.K. 1115101 ADD GLASS DETAIL oLI1�• OPENING 1 5 "F . 5 22/02 RC IVO CHG THIS SH VERTICAL SECTION 0ro By. oft:NDU ES D.B. 2 is 98 �z SECTIONS & GLAZING DETAIL neb: 1070 TECHNOLOGY FL M2O7R51VE ALUMINUM HORIZONTAL SLIDING WINDOW Robert L.Clark.P.E. P.O. BOX 15297 sa ea/Mo0�1: Scob: Short: wing No. Rer PE#39712 NOKOMIS, FL 34274 HS-710 NTS 2 M 4 41 12 C . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... APPR011ED• . . .. . . . . . . .. • • • • • • 2x %08D q9UN APPROVED WOOD BUCK 1 1/4" MIN. •.. ' •• • • • •• ••• •• 4 1/44 MIN.• • • • • • 00 1/4" MAX. 1/4" MAX. SHIM 1 1/4" MIN. 1/4" MAX. SHIM{! 1 1/4" MIN. 1/4" MAX. SHIM SHIM 3 TAPCON W/ #12 HD (SEE NOTE 1)/16" OR 1/4" #10 WOOD SCREW It I'II ° #10 WOOD SCREW v TYPICAL HEAD SECTION TYPICAL HEAD SECTION SUBSTRATE ANCHORING WOOD ANCHORING 3/10" OR 1/4" TAPCON W/ #12 HD �u (SEE NOTE 1) APPROVED APPROVED WOOD BUCK 2x WOOD BUCK 3/16" OR 1/4" #10 WOOD SCREW TAPCON W/ #12 HD TYPICAL JAMB SECTION TYPICAL JAMB SECTION (SEE NOTE 1) SUBSTRATE ANCHORING WOOD ANCHORING �1/4" MAX. SHIM 1/4" MAX. NOTES: SHIM mouuCr RFVMD 1 1/4 MIN. 1. USE ONLY MIAMI—DADE COUNTY APPROVED ELCO OR ITW TAPCONS. "`"• wimaePwift 2. REFERENCE TEST REPORT: FTL-1969 pZ 1 1/4" MIN. ll d,. Re F.er 11/5/01 UR PDATED DMe � L APPROVED e F.K. 522/02 f1X Ti1PC0N DES16. Oki" 2x WOOD BUCK c� D.B 271:6/913 INDUSTRIES ce,cratron: TYPICAL SILL SECTION TYPICAL SILL SECTION �� �z ANCHORAGE SUBSTRATE ANCHORING WOOD ANCHORING I 1070 TECHNOLOGY DRIVE A NOKOMIS. FL 34275 ALUMINUM HORIZONTAL SLIDING WINDOW Robert L.Clark,PE P.o. eox 1529 Sense/MoEa1' SeoN: SheeF. Orcwinq No. Rev: PE 119712 NOKOMIS. FL 34274 HS-710 NTS 3 0, 4 4112 C .. .. . . . .. .. . . . . • . • • • . • . . ••• • • • . ••• 000 •• ••• • • • • 000 • .705 062 .062 .062 •• • . • •• ••• •• 1.1877?�p •• ;•; ; ' '•• •• 1.349 2.784 .062 000 : ••• : : : • .062 1.187 —►� 1.403 1.291 —� �-�— .737 2O 1.081 —�{ �� 1.970 FIXED MEETING RAIL 4 1O FLANGE FRAME JAMB 6063—T5 ALUM. O SASH MEETING RAIL O SASH SIDE RAIL 6063—T5 ALUM. 6063—T5 ALUM. 6063—T5 ALUM. 1.057 ----{-{ 062 1. 062 --0- - 678 IIff .062 .050 .688 —moi t�`� 1.373 � 2.094 1.273 55/16" ©WIND LOAD ADAPTER I 1.122 GLAZING BEAD 6063—T5 ALUM. 2.710 — - -j 1 (► 2.710 ,7 FLANGE FRAME HEAD ®FLANGE FRAME SILL 6063—T5 ALUM. 6063—T5 ALUM. .os2 1.187 1.183 2.074 ftoav1""*ir�v� �%ftft 1.349F.Px„FX 11/5 AQQFn SH 062 10 SASH TOP & BOTTOM RAIL Revd By: Dots: Revsons: B 6063—T5 ALUM. � T Re .d �M�eCMbM F.K. 5122102 C—NO CHC THIS SHT 9)FRAME SILL ADAPTER F.K. Dote: 6063—T5 ALUM. D 1112101 Dascripfon: EXTRUSION PROFILES ALUMINUM HORIZONTAL SLIDING WINDOW 1070 TECHNOLOGY DRIVENOKOMIS, FL 34275 Robert L Clark,P.E. P.D. BOK 1529 Seg/Model: Scale: Sheat: Ora ring No. Rev: REFERENCE TEST REPORT: FTL-1969 PE#39712 NOKOMIS,FL 34274 HS-710 NTS 4 of 4 4112 C ---_StwctMse► AW ' M. i� MIAMI—DADE COUNTY,FLORIDA Em PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26'"Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.noy/t)era/ 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 PERA —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 AHS may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"HR-710"Aluminum Horizontal Sliding Window—L.M.I. •••• APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roll�ar�Vindo%„ pact",•••, • sheets i through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 1Q/J.712011, pte4ar$d by....:. PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Maillek.P. E., bearing the• • Miami—Dade County Product Control Revision stamp with the Notice of Aoeepfance qum�ct and• • Expiration date by the Miami—Dade County Product Control Section. so** •• •• ••;••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. ••6 9•% ••0.0• ••• • 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 Appioved"unle*.Qdtmise••"" noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and thel-c as1een no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E—1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MIAMMMDECOUAiTY - Y� NOA No. 11-1114.04 !j U!'101VA 5ga 2 g v Expiration Date: December 21,2016 Approval Date: February pp r ary 16,2012 Pagel PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-08-15.09) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 0000 2) Uniform Static Air Pressure Test, Loading per FBC TAS202-94...... 3) Water Resistance Test,per FBC,TAS 202 r•.• •o 4) Large Missile Impact Test per FBC,TAS 281:94 •• •0.0 0 0 5) Cyclic Wind Pressure Loading per FBC,T'RS 203-94 0000.. 6) Forced Entry Test,Type"C"sliding windeyr„(�rade AL.•.; per FBC 24113.2.1,TAS 202-94 and per ASTM F 842-94 00000 Along with marked-up drawings and installation diagrmii of X05•ahiminuM-.:• horizontal sliding window, prepared by Fenestration Testi 'IkVoratory, Inc., Tes j Report No. FTL-4858, dated 03/08/2006, signed an seated t '-Vdmundo Largaespada P.E. . . ' ”"" .. 0000 (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 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,Type"C"sliding window, Grade 10, per FBC 24113.2.1, TAS 202-94 and-per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark,P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on . 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer"dated 04/17/2008,expiring on 04/17/2013. 0000 . . 0000 0000.. F. STATEMENTS • ' ' .. 0000 1. Statement letter of conformance and compliance with the F19G;2907 (vft the 2009••'• supplement) and FBC-2010, dated 10/25/11, signed and slr'afdd'by Anthony Lys... 0000 Miller,P. E. • 2. Statement letter of no financial interest and independence, dat;ci.10/25/1 ,-signed axrl:••' sealed by Anthony Lynn Miller;P. E. •• •• •••• ••••;• 3. Letter of Adoption of as his Own, the Work of anothel'P#f neer per Section • 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and waled by Aiihtmy Lyon 00 0, Miller,P. E. •..• : 0 090 :•••': 4. Statement letter of no financial interest, conformance and compliance will?the FBC- 2007,dated 06/29/2011, signed and sealed by Robert L. Clark,P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NDA No. 07-0815.09) Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-2 } PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FT"858 and FTIA859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada,P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR-710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 1.2/21/2016. • • •••• •••••• v •••••• •••••• •••• ••••• Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-3 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. A.511 6"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.516"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C.5/18"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E.718"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16'HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER. SHEET F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES.............I GLAZING DETAILS............2 G.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 6116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A DESIGN PRESSURES.......3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS.....................4 VERT.SECTIONS.............5 H.13/16"LAMI IG:(1)LITE OF 1/8"OR 311W ANNEALED(MIN.)GLASS,5118"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS...........5 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST.......................6 EXTRUSIONS....................7 I.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/18"ANNEALED(MIN.)GLASS,5116"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS CORNER DETAIL..............5 WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE....................8-11 J.13/16"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)-GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/10"ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K.13/16"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,3/16"OR 1/4'AIR SPACE AND 718"LAMI CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. L.13/16"LAMI IG:(1)LITE OF 118"OR 3116"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3118"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 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 1300.02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED oa co Ing with The Flodde Dutl 2211110 a Code 5.SHUTTERS ARE NOT REQUIRED. unCNo 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. Pto uattoutro" ELCO TEXTRON NDA:04-0721.01,03-0225.05 ANSI/AFSPA NDS-2005FOR WOOD 1111ONSTRUCTIO10 • •• 11 i l 111 ADM-2005 ALUMINUM DESIGN htNdFk: 8.THIS PRODUCT HAS BEEN DESIGNED&4IfESTEi TOCOMP✓tY WITKTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY �?:. � •.. HURRICANE ZONE(HVHZ). •• 000 •• • • • •• is 140.58705 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. till P-u Lu J.J. 1(17/11 E F902010 C0 C44NGe • • • • • • • a"'"w"" OF y� Z J.P. Qiml D ADDED IO CAPiD ETE ED 1!J NTE. • • 10 olEcYMI3,FLO0342R P T GENERAL NOTES �%��O•a'• Fi ago F.K u15v7 C ADDFTL-6990T�AIDTEB�dCHQ.N07�'BTC�JERkENTEd17! *•O.BOX15�a ALUM.HORI20NTALROLLERW/NDOW IMPACT �'%csSIO11NA��C`� •*�' . NOKOMIS,FL 34274 VISA&Better 4�M �"'� °wYjNi �" ALYNAM�L11R`PE. F.K 2/1NOQ J.J. 3/23�OB (RHD NTS 1 + 11 4127-10 E P.E.N 68705 • • • • • • • • • • ••• • • • ••• • • 21 50 21 50 G]EXTERIOR INTERIOR L) 1/ 2"NOM. 53 GLASS SITE 55 GLASS BITE (ALL SECTIONS) I 5160,61,62 51 83,84,85 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/1W ANNEALED OR HEAT STRENGTHENED GLASS 5/18"NOM. 7/18"LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 21 50 21 50 L J I 1/2"NOM. 1/2"NOM. 59 GLASS SITE 59 GLASS BITE 52 52 :T 66,67,66,69,70,71 72,73,74,75,78,77 PRODUCT REVISPD as complying with tho Florida I M14- ilullding Code 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 1enw No 090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER t Dato a 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 5/10"LAMINATED 7/18"LAMINATED Mimi DadoProductCbn • 5/18"OR 3/8"AIR SPACE 3/16"OR 1/4"AIR SPACE 1/8"OR 3/18'ANNEALED OR TEMPERED GLASSAD 1/8"or 3/16"ANNEALED OR TEMPERED GLASS—A • 8 •�' •• i ••• 13/16"NOM. 1 I I I I 13/16"LAMI IG GI,VS WL /16"la4,j •• 13/16"LAM[IG GLASS W/7/16"LAMI �����pC���yNN• `. ,�`I`.••�\CENSE '• R k; 140.58705 QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. Z �': o t1.r ar,1.,c"c "'0 3. 1 J.d 10117/1f E NOCHANt9E 3AIfEET• • • • • • • • a"'"r'm LI 44/ 107 -ClNOLOGY DRNE GLAZING DETAILS �:�0 STA P Z` J.R. N2LV11 D ADDED IGCAP7d Ed NO • • M(( IIS,FL34276 i•. ��.t.S., FJC 4/11407 C NO CHANGETAAMEET• • ••• •• P..O.e9X 1629 � ALUM.HORIZONTAL ROLLER WINDOW,IMPACT i� 101 N''1A111� —.r ata aI,IR NOKOMIS,FL 34274 V ibly&mr ai°"" s �"" av"+hw. 1°1' A.LYNIf�M11.ER, P.E. F.K. 2/2&W J.J. J/23AM fur7fo Full 2 - 11 4127-10 E P.E.•66706 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. XOX(114,112,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38318" 48" 505181, 54" 60" 63" 84" 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 Q 96" 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 +58.8 -58.8 +56.2 -56.2 D FOR INSTALLATION IN 1063/8" 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 +55.2 -55.2 +52.3 -52.3 THE HVHZ ABOVE 30 108" HALA,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 +54.6 -54.6 +51.7 -51.7 LSLLLASS TYPES G- LSHAVE A 111" A,B,G,H +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 TEMPERED I.G,GLASS CAP.BOTH THE DP UP TO 111" C,I +60.0 -60.0 AND ANCHOR UP TO 111" D,E,F, QUANTITY REMAIN J,K,L +75.0 -75.0 UNCHANGED. TABLE 2. XOX(1/3,1/3,1/3)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' G,H,I +60.0 -60.0 TO 86 7116" D,E,F, J,K,L +75.0 -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 HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 605181, 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +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 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 ,� ii74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 w- yREVISED Ituildin�uidvtm- A. Coda UP TO 74" C,D,E,F, +75.0 75.0 Aceep� -(,,N I,J,K,L GLASS TYPES:TEST REPORT FTL-4858(XO)%FTL-4859(OX 81 XO)AND FTL-5330 Miuni5/16"LAMI-(1/8"A,.090,1/8"A) G.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) B.5/16"LAMI-(1/8"A,.090,1/8"H )" ••; H.;V6",L4AI:G-y8-OR 3/16"A(MIN,),5/16"OR NW AIR SPACE,5/16"LAMI-(1/8"A,,090,1/8"HS) VNN C.5/16"LAMI-(118"HS,.090,1/8"h l •; I•.:3/36'.''LA31�j�-ft-OR 3/16"A(MIN.),5/16"OR 3/8"AIRSPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) \���`p��V'••• ftzl ��•'•�GENSf i D.7/16"LAMI-(3/16-A-090,3116'.90* ••: 4 33/A6'141 Qa-va'bR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) E.7/16"LAMI-(3/16"A. .090,3/16"HS) K. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3116"A,.090,3/16"HS) =*; No.59705 ; F.7/16"LAMI-(3/16"HS,.090,3/16"HS) IL 13/16"LAMI IG-1/6'0113116--A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"HS,,090,3/16"HS) J.J. 1Q/17Hf E NOCNANGE fS#HEE7• • • • • • • • ' 6TATEOF 1076 TEl0ltQHNOLOGV DRNE -'- DESIGN PRESSURES ;0,�.•, FiOmop,:'C��' F.K. Mf6N7 C AGDINTEGf7dNA�Of�71�NdEPDA7PASTM�1�0-02 DA• •�0IOX162sITs ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ��'��SSIONPN``� NOKOMI8,FL 31271 Visibb Befses � sdt •"�' '�14 A.L4MKILVO. .E °"` wvfo NTS 8 + 71 4127-10 E p.e.656705 F.K 2/23/OA J.J. 3/2306 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 27 3/8" 27 3/8" 27 3/8" ' MAX.DLO 54 5/18"MAX.DLO FIXED VENT MAX.DLO MAX.DLO i VENT FIXED D D 19 B B B B X O X — _ _ X 110"MAX.WIDTH I.F.FRAME-----.j I1 85 7/18"MAX,WIDTH I.F.FRAME—+� —111"MAX.WIDTH FLANGE FRAME I F�--86 7/16"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 9/16"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED O DLO VENT 6T'MAX SEALANT OR GASKET FLANGE AT HEAD AND SILL A I A FRAME ALL 15 5.7 3111" I 56" CONFIG. MAX MAX. C 15 DLO ALL / DLO ALL I.F.FRAME FIXED VENTS PRODULTREVISBD / I / _� LITES / 62'MAX. _ n"cemp owith the Florida I.F.FRAME Bu7ding Code o 0X ALL Acceptance op Da /b CONFIG. Mianil ade Pro uct Contra 13 FLANGE FRAME C • • • • • ••• • ���ON(LYNN �•7j41MAjCi1YD'Itij.g.F ••• '��CENSf '., P VIEW D-D 74" �c MAX.WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) = k: N0.58705 _ DETAIL A-OX OR XO J.J. 10/17H1 E NOCMNOE 8AfffiT• • . • • • • . - a..ya." ��•' 2 1 b�— J.R. ttml D NOCHANOE7Fl/ EET• • • • • • • t oK 11sLFL9A276NE tELEVAT/ONS --"P- '���•' FCoaroP••''0��� FJL• uttw7 c 7R M • Ro.BOX 1629 _ ALUM.HORIZONTAL ROLLER WINDOW IMPACT �' SS'/• _ _ � ONAL��`�\ hYr 9e1K NOKOMIt3,FL 91271ar. "Sib&Betaer NTS 4 a f 1 ft"ON4127-10 E A L P.WA.L 06 P.E. F.K. 212W J.J. N2&W ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 I INTERIOR 37 32 35 22 39 1 22 D q 16 2 EXTERIOR INTERIOR 13 21 MAX.VENT DLO [-- MAX•FIXED DLO MAX.VqT DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX' INTERIOR 17 HEIGHT 35 32 37 39 FLANGE FRAME MAX. VENT DLO Q 16 MAX. FIXED DLO 22 �- MAX.FIXED DLO —►� MAX.VENT DLO 43 r MAX.WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 malzaam 8 22 21 41kiNTERIOR PRODUCT REVISED u complying wIW Iho FI•dd• 12 8 Au9ding Code 24 EXTERIOR Accepl•nc•No 4% 7 12 1b i Da 7 Wl vlinmi Uede Product CRntrol EXTERIOR INTERIOR • ••• • • • IIII11 i •• 1 • • • .1Y14 Y •• ••• .' 10 .• . X32 �ir:' .* SECTION C-C - No.58705 SILL HEAD _ (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION, I.F.FRAME) a Q - , I_ FmEl3' p•: R.M�bnc J.J. 1Wf7/1f E NOCHAN6ETMSg}fEET• • • • • • • • °io Z I ) W\ :�p STA E OF JR. O/11 _ 07ITEOIINOLOOY DRIVE SECTIONS '� P(OR\Op;• �\ F.K. onaro7 �C ADD 1N7EcfuLFMiRAM•ITEMs/t Il ANDAINIRDV/EW�• �o 59X 152NOKdMIS.FL 9 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT '�����iS,`%N1 A1\1-� Omxa1R aY: NOKOMW,FL 9e27/ �I/Jffj(y Beltd +.�Irvgrt W'' N^ 14,e A.LVNg MILLER,P.E. F.K. 2/2aW r.J. 92aN8 HR7f0 Half 5 + 11 4127-10 E P.E.•ee705 ••• • • • • ••• • • • •• s• • • • •• •• ITEM DWG#REVI DESCRIPTION MAT'L PGI'# rrEm1DWGY1RLV1 DESCRIPTION MATL PGT# 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 66 IGLASSJ 13/16"LAM[IGl/8"A MIN.,3/8"AIR SPACE,5/16"LAMI 1/8"A,.090PVB 1/8'A 2 4025 SASH STOP STD. ANTI UFT CUP 6063-T5 AL 612244 67 1 " 13/16"LAMI IG•1/8"A MIN.,3/8"AIR SPACE,5/16"LAM] 1/8"A .090PVB 1/8"HS 3 #8X3/4PH.PANHEAD 7834AA 68 13/16"LAMIIG•1/8"A MIN. 3/8"AIR SPACK 5/16"LAMI 1/8"HS,.090 PVB,1/8"HS 4 4053 1 SASH STOP COVER SASH STOP 6063-T5 AL 69 13116"LAMI I0-3/16"A MIN.),5/16"AIR SPACE,5/16"LAMI(1/8-A,.090 PVB,1/8"A 6 4136 IFLANGE FRAME SIU. 6063-T6 AL 64136 70 13/16"LAMI IG-3/16'A(MIN.),5/16'AIR SPACE,5/16"LAMI 1/8"A,.090PVB 1/8"HS 7 4137 ISTILADAPTOR 6063-T6 AL 64137 71 " 13/16"LAMII0-3/16"A MIN.,5/16"AIR SPACE,5/16"LAMI(1/8"HS,.090P 1/8"HS p 8 4131 1ROLLERTRACK 6063-T6 AL 64131 72 13/16"LAMI IGI/8"A(MIN.),1/4"AIR SPACE,7/16"LAMI /16.4 .090PVB 3/16"A 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 13/16"LAMIIGI/8"A MIN. 1/4"AIRSPACK7/16'LAM I 3/16A,.090PVB,3/16'HS) 12 1626 ADHESIVE OPEN CELL FOA MPAD74 " 13/16"LAMII0,I/8"A MIN. 1/4"AIR SPACE,7/16'LAMI 3/16"HS,.090PVB,3/1&HS 7PAD1626 13 4002 A FLANGEFRAMEJAMB 6063-T6 AL AD16 75 13/16"LAMI IG3/16"A(MIN.),3116'AIR SPACE,7%16"LAMI(3/16'A,.090 MA 3/16"A 14 4134 GASKETFORMAINFRAMESILLJOINT 741122530 1 76 13/16"LAMI IG3/16"A IN.),3/16"AIR SPA CE,7/16"LAMI3/16"A,.090PVB,3/16"HS 15 1155 #8 X 1.000 UADPN.SMS 781PQA 77 13/16"LAMIIG3/16'A MIN. 3/16"AIRSPACE,7/16"LAMI 3/16"HS .090PVB,3/16"HS 90 1014 SCREEN FRAME HOF,&VER 3105-H14 AL 17 4054 B FIXEDMBETINGR 16 41]0 G SCREENADAPGR 6063-T5 AL 64 91 1630 SCREEN CORNERKEYW/RINGS POLYPROP. AIL 6063RD T6 AL 64055444A 1631SERE NCORNERKEYW/OUT RINGS POL7PROP. 19 4066 WSTP..187 X.230,FIN SEAL 64066G !9L3 1073 SCREEN SPRING ST.ST. 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC 22 1683 WSTP.,250X270BA FIN SEAL 61683G 1635 SCREEN SPLINE-.]35DIA.HARD EM PVC 23 225-1 ROLLER HOUSING&GUIDE 42112HD ISCREEN CLOTH 24 226 1BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 1HORIZONTALROLLERSASHTOPGUIDE POLYPROP. 44128N 32 4006 D SASHMEETINGRAIL 6063HS-T6 AL 64006 2.710 33 1235 WSTP.,,170 X.270 BACK,FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X.625 PH.FL,SMS 7858 37 1 4126 SASH SIDE RAIL 6063-T5 AL 64126 2 824 38 1683 W STP.,.250 X.270 BACK,FIN SEAL 61683G :4 39 7070 1BULB WEATHERSTRIP.187 X.275 67070K F 40 ILIFT RAIL COVER CAP 74078"C"L OR R 41 4139 I.F.FRAME HEAD 6063-T6 AL 64139 I.F.FRAME HEAD 42 4140 I.F.FRAME SILL 6063-T6 AL 64140 41 #4RA 808 H 43 4141 I.F.FRAME JAMB 6063-TEAL 64141 50 GLAZINOSPOD , DOW 899,995OR U[VALENT 51 1224 VINYL GLAZINGBEAD BULB(IMCK) 6TP247W K PRODUCT REVISED 52 1225 VINYL.GLAZINGBEAD BULB 6TP248K 2.784 m complying with die Florida Auilding Code 53 4039 1 B IGIAZING BEAD-5/16" 6063-TS AL 64039B �o - 54 4044 H GLAZING BEAD-5116"W/GRILL KIT 6063-T5 A L 644703 .082 3162 •55 4222 A GLAZINGBEAD-7/16" 6063-T5 AL 64222 p82 56 985 C GLAZING BEAD-7/16"W/GRIL KIT 6063-T5 AL 6985 1 988 59 4067 GLAZINGBEAD-13/16" 6063-T5 AL 64067 60 GLASS 5/16"LAMI 1/8"A'. 0PR/E 1i�8•lli • • • • • •• 43 I.F.FRAME JAMB 61 5/16"LAMI 1/8'A,.090LPVB 1/8"HS •• • • • • • #4141,8083-T8 ����\�N�LYNN... ��,�� 62 5/16"LAMI 1/8"HS,.090 ,1/ �1��•' \GENS�c'•�EQ 63 " 7/16"LAMI 3/16"A_090 PVB,!/?dk A •• • • • •• L2.710--j * No.68705 64 7/16"LAMI 3/16"A,.090PVB,3/16"HS 42 I.F.FRAME SILL _ _ i 665M 7/16 LAMI 3/16"HS,.090 PVB,3/16"HS O #4140,8063-TB �_ 0 a1 I� J.J. 1817/11 E NOCHANOE1TIl3lIHEE7• • • • • • • • °161°` '� SOF 1011 TESHNOLOGY DRIVE PARTS LIST '<` FCORIOP••'` ' 430/11 D ADDED IN."7b%LAS97YPE11 • • • • •• 'WOKOMIS,FL 3 276 J.R. T•• /' �ls•'•••••• •• `G F.K 41IM7 C ADD I)EgI74104t 1143 • • ••• •• `V.40.89X 1529 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT IIO1N`141''11,,, ��*7 pY: GYIr: NOKOMIS,FL 34274 Vltlhly Better "" "�" ""'" 0i"'~µ' '�"" A.LYNN'i�aw P.E F.K 2/1&(08 J.J. 3/13/08 HR710 NTS 6 e 11 4127-10 E P.E./60705 • • • • • • • • • • .062 -►{ 3. 62 I 1.187I .040 .738 4 1 082 -► O SASH STOP COVER 1. 73 '062 3. 4 A'4053,6063-T6 22 L2.710----� LLL 2.710 I--z.7ea--1 FLANGE FRAME HEAD 1 O FLANGE FRAME SILL O FRAME SILL ADAPTER #4102A,6063•T6 #4138,8063-T6 #4137,8003-TB 1.363 L082 061 13 1.aT 7 .062 FLANGE FRAME JAMB —41--m262 #4002A,8063-TB 4943� 48 (+1.403+1 O #AS 806 O O HORIZ.ROLL#4131, ER B R TRACK 17 FIXED MEETING RAIL O #40640,6063HD-T6 062 2L.062— 2. 28 1. 49 .050 1. 83 1�87 062 II�L I I .878 .349--{ - 1.081 1.098 i 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5/16" MODllcTIt—SED #4133,6063-T5 #4006D,6083HS-T6 #4128,8063-T5 #40388,8083 T6 ou complying�l�du Florida Auld6,g Code Accu tuts No� - O'( 1 Deu _L 060 ;�Ivsd* uct mdro 878 .678 .683 .050 .050-4&6- 678 444444 ��eee ,050—� 1.098 I I ' ,Illllff 1.096 � •• ••: • • • • • 1.115—I�—� T- �}-1.097 \ 54 GLAZING BEAD,5/14 • fi �L&I4G:3I 1D 7/16" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16" �.``�pd!•!;YNN yjYze��,���' #40448,6083-T5 •• • 4f 6066 #9960,8063•T6 #4087,0083-T5 ����.•'' ��CENSF .Fp (USED W1 GRILL KIT) •i ••• •• • • • •i (USED W/GRILL KIT) * N0.58705 .21 J.J ttV17/11 �E K NO.CHANGE7Nl8SHEEA • • • • • • • • "�"F•"' Q EE 101TEi11NOLOGYORNE EXTRU310NS F(ORID•••'���� J.R. N21V11 D NOCHANOETHN MEET• • • • • • • MOR•MI8,FL 31476 ,a'" �i�i4••"•••••' FIG a/'n C NO CHANGETgII#fFIEEA• . ••• •• • a.eox,6xu ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �iNA%,\0� aa'INY: awe NOMI(t,FL 31471 Virfb(y Better Inrwaac ~" N110 w.waxs. A LYNN MILLER,P.E. FX W. J.J. 3/2 MB HR710 Half 7 - 11 4127--10 E P.E.M. • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES,XOX(114-1/2-1/4)WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3,WOOD 2,CONC 1,CONC 2,3,WOOp 2,CONC 1,CONC 1. ANCHOR TYPES: ANCHOR TYPE 1-1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES I ZONES ZONE ZONES ZONES ZONES rn rn 2.GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE HEAD&SILL � HEAD&SILL HEAD&SILL ` HEAD&SILL � HEAD&SILL HEAD&SILL to A.5/18"LAMI-(1/8"A,.090,1/8"A) H B.5/16"LAMI-(1/8"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A C.6/16"LAMI-(1/8"HTEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.125x 38.376 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 S,.090,1/8"HS) 2 1+C2+1+C2+1 2 D.7/18 LAMI-(3/18"5..090 3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1+C2+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 1+C2+1+C2+1 3 E.7/16"LAMI-(3/16"A,.090,3/16"HS) 50.625 1+C2+1+C2+,1$31+C�2+1+C2+1 +C2+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 F.7/18"LAMI-(3/18"HS,.090,3116"HS) - G.13/16"LAMI IG-1/8"OR 3116"A(MIN.),5116"OR 3/8"SPACE,6/16"LAMI-(1/8"A,.090,1/8"A) 64.000 1+C2+1+C2+1 +C2+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 H.13/16"LAMI IG-1/8"OR 3N 8"A(MIN.),5116"OR 318"SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) 80.000 1+C2+1+C2+1 +C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 I. 13116"LAMI IG-11W OR 3/16-A(MIN.),5/18"OR 3/8"SPACE,5/16-LAMI-(118"HS,.090,1/8"HS) J.13/16"LAMI IG-1/8"OR 3116-A(MIN.),3/18"OR 1/4"SPACE,7/18"LAMI-(3116"A,.090,3/16"A) 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 K.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3118"HS) 60.000 x 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+2+C2+1 2 L. 13/16-LAMI IG-1/8"OR 3/10-A(MIN.),3/16"OR 1/4"SPACE,7/18"LAMI-(3/18"HS,.090,3116"HS) 48.000 1+C2+1+C2+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 1+C2+2+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.625 1+C2+1+C2+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 1+C2+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+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 HEAD&SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1.+C2+1+C2+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 1+C3+2+C3+1 3 26 314"MAX.FROM CORNERS. JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. 83.000 1+C2+1+C2+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 1 1+C3+2+C3+1 3 TABLE KEY: 74.000x38.376 1+C2+2+C2+1 2 11+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1 1+C2+2+C2+1 2 X O X 48.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+03+4+C3+1 3 ANCHOR QUANTITY PER JAMB 60.625 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED 60.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 AT EACH MEETING RAIL PLUS(1) ANCHOR AT EACH OPERABLE VENT 83.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+p+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS(4)ANCHORS AT FIXED SECTION. 84.000x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 54.000 1+C2+2+C2+1 3 1 1+0+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+G+1 3 25 3/4"max. 60.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+p+1 3 1+C2+2+C2+1 311+04+3+C4+1 3 L I---3"MIN. 63.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 31 1+C3+2+p+1 3 1+C2+2+C2+1 3 1+G+3+C4+1 3 9"REF. X 0 X 106.375x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 - - PRODUCT fV:VIStiD 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+p+3+C3+1 3 1+C3+3+p+1 3 1+C2+3+C2+1 3 1+C3+4+C3N 3 MTG.RAIL,TYP, a+comMr�4�Ntl/orlodde Doildittg t^.odu 60.825 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+p+1 3 1+p+3+p+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Accopt.ncoNo 54.000 1+p+3+p+1 3 1+C2+2+C2+1 3 1+p+3+C3+1 3 1+C3+3+p+1 3 1+p+3+C3+1 3 1+G+4+G+1 3 (SHOWN IN TABLE KEY ABOVE) o 04 80.000 1+p+3+(;3+1 3 1+C2+2+C2+1 3 1+C4+3+Cq+1 3 1+G+3+G+1 4 1+p+3+C3+1 3 1+ rG+4+G+1 3 Mitml Dade tt Cv!.�l 63.000 1+p+3+C3+1 3 1+C2+2+C2+1 3 1+G+3+G+1 3 1+C4+3+G+1 4 1+G+3+G+1 3 1+C5+4+C6+1 3 25 3/4"MAX. 111.000x 38.375 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2 I 112"TYP. L 1--3"MIN. tUtltll 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+ �+1 C343+ + i 7+j+ C2t 1+C3+4+C3+1 3 9.REF. ��1ONV.LYNN 50.825 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+6+C3+1 3 *+C3+34 3+ 3 + +3�C3*1, 3 1+C3+4+C3+1 3 X O X `�P��,•%%CENSE'---A5�� 54.000 1+C3+3+p+1 3 1+C2+2+C2+1 3 1+C3+3+Cl+1 3 *C3R3+t3.t3 +OS+39C3+1 �1+G+4+G+1 3 *' No.58705 60.000 1+p+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+G+1 4 1+C3+3+C3+1 3 C4+ 1' 3 MTG.RAIL,TYP. - - 83.000 1+ {+3+p+1 3 1+C2+2+C2+1 3 1+C4+3+G+1 3 1+G+3+G+1 4 1+G+3+C4+1 3 1+C6+q+C5+1 4 _EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS A• PE J.JY ![V77M1 E NO CNANGE7H188HEET • ••• • • • 'o'•. ST2F� Z. 1 ADDED IG_ 109ITECHN o�or&E ANCHORAGESPAC/NG,XOX(114-112-114) F '•.F<ORIDP,.•' ��� F.K.•. 4116/0!7 C UPDATE TABLF4 3ElHE ECT VAL�UE9EUE Y'S bYCH it:LO!nPTE. • P.a • N P�o BIF1dto�°•• ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ���''rs/ONAL // %,,%\ tYlc GWn �•I POia 3427+ • VGfbly Batter a ts4r4r• 101h` °i°a� A'"' A.LYNNIM��ER P.E. F.K. ?/ZB/OB J.J. 3'Z9NE NR710 NTS 8 • 11 4127-10 E REA Erma ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ANCHOR QUANTITIES XOX 113-1/3-1/3 WINDOWS TABLE 5 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L ANCHOR TYPE2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1.1WCH0.VYPESj.•• • • ••• &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES •• 1••1/411 ELCO TAPCONS•2.1/4"EE"SS*CRETE-FLEX 3-012 STEEL SCREWS(G5) •• • • • • • • •• WINDOW SIZE HEAD 8 SILL HEAD'&SILL HEAD d SILL m HEAD&SILL g� HEAD&SILL HEAD&SILL oy°ca t GCASs T�'ES: • • • • • IN Q" ¢ •A .5/16iLAMl-(1%8lA.0A ll8'A) • • FOR INSTALLATION IN THE HVHZ ABOVE 30 ' + B.5/16"LAMI-(1/8"A,.090,1/8-HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000x 36.375 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 C.6/18"LAMI-018"HS,.090,1/8-HS) TEMPERED I.O.GLASS CAP.BOTH THE DP AND 48.000 1+C2+1+C2+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 1+C2+1+C2+1 3 D.7/18"LAMI-(3/16"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 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.WW'AMID-(3/14"A,.001%3/leb"t •• 87/16'LAMP•( S,O90?3/1 HS)• 54.000 1+C2+1+C2+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 1+C2+1+C2+1 3 G.%16'11 III-�VIS r4•(MIN.),%/j8"OR 3/8"SPACE,5/16"LAMI-(118"A,.090,1/8'A) 80.000 1+C2+1+C2+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 1+C2+1+C2+1 3 H.13j16" I%-16"QR 306"•A(MIN.),5166'OR 3/8"SPACE,5/18"LAMI-(1/8-A,.090,1/8'HS) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1.•18116"*AMI IG-41/8"OR 3A8"lk"N.p 9/16"OR 3/8'SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) 53.125x 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 J.13/16'LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI+(3/18"A,.090,3/16-A) K.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4-SPACE,7/18"LAMI-(3116'A4913,3/18-HS) 48.000 1+C2+1+C2+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 1+C2+1+C2+1 3 L. 13/16"LAMI IG-1/8"OR 3/16-A(MIN.),3/16-OR 1/4'SPACE,7/16"LAMI-(3/16"HS,.090,3/16'HS) 50.825 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1aC2+1 3 1+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1+C2+1+C2+1 3 i+C2+1+C2+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 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 80.000 1+C2+1+C2+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 1+C3+1+C3+1 3 63.000 1+C2+1+C2+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 1+C3+1+C3+1g HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+Cy+1 2 1+C2+1+C2+1 2 1+Cp+1+C2+1 2 253/4"MAX.FROM CORNERS 48.000 MI+C2+1+C2+1 2+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 1+C2+1+C2+1 3 JAMBS: 9"MAX.FROM CORNERS AND 22 1/2"MAX.O.C. 50.825 2+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 1+C2+1+C2+1 3 TABLE KEY: X O X 54.000 2+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 1+C3+1+C3+1 3 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB 60,ODO 2+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 1+C3+1+C3+1 3 63.000 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 66.000 x 38.375 2+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 A CLUSTER OF(3)ANCHORS CENTERED 48.000 2+1 9 1+C2+1+C2r1 3 1+C2+1+C2+1 3 1+C2+i+C2+1 31+C2+1+C2+1 9 1+C2+1+C2+1 3 ON EACH MEETING RAIL PLUS(1) ANCHOR AT EACH OPERABLE VENT50.625 2+1 3 1+C2+1+C2+1 3 /+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PLUS(1)ANCHORS AT FIXED SECTION. 64.000 1+C2+1+Cp+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 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL. 60.00 +1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 74.000 x 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 25 314'MAX. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 11+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1 --�1--3"MIN, 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 g 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 J.- F. 54.000 1+C2+1+ 9 REC2+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 1+C3+1+C3+1 3 � X O X 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+CS+1 3 PRODOCTREVISED 84.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 2 MTG.RAIL,TYP. -complying Krldt dm Florida 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1aC2+1 2 Bu&"'5cab 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 311+C2+1 C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C3+1+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Acoepnu4ceNo .QIfr6 60.825 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 SHOWN IN TABLE KEY ABOVE) Scow 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 60.000 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 41+03+1+C3+1 3 1+C3+1+03+1 3 5 3/4"MAX. 63.000 1+C3+1+C3+1 3 1+C2+i+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4r1 41 112"TYP• 86.437x 38.375 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 1+C2+1+C2+1 2 1+(�+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2 1---3"MIN. +1 2 48.000 1+C2+1+C2+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 1+C3+1+C3+1 3 9"REF. X O X �``��ONV LYNN 50.625 1+C2+1+C2+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 1+C3+1+C3+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1aC3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 * No.58705 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 MTG.RAIL,TYP. 63.000 1+C3+1+C3+1 g 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+q+1 3 1+C4+1+C4+1 4 EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS aJ. 10117/1l NO CHANGE THIS SHEET °i'w"" :�Q STA-/ F 1070TECHNOLOOYDRNE ANCHORAGE SPACING,XOX 1/3-1/3-1/3 '��''•,'`:CORIOp.••'•\�: J.R. R/ZO/11 D ADDED In CAP TO BE TEMPERED +3OFTNOTE NOKOMIS,FL3a276 F.K. W15AV C UPDATE TABLES,SELECT VALUES DUE TO ANCHOR CAP.AW. P.0.Raw IA" -ALUM.HORIZONTAL ROLLER WINDOW IMPACT ONALE��`� 14-8,FL-214 Vl jby I w� A.LYNNIII�LLER,P.E. F.K. a &V6 J.J. 323MB HR710 NTS B + 11 4127-10 E P.E/ILL.. . . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1. ANCOOR TY*OJS: ••• • • ••• 1-i/4WLQO TAPCONS 02-4/4'YELCO 984 CREN FLEX 3-#12 STEEL SCREWS(135) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES • • •• • • • • • • •• 2.GL Y ES! • • • • • WINDOW SIZE 00 Q m a to _� m A. 'LAN 71/8"A,opo 1!e•p• •:i=' _� h N ¢ g g m- ¢¢ro ( ) FOR INSTALLATION IN THE HVHZ ABOVE 30 W W W W B.5/16"LAMI-(1/8"A,.090,Iff HS) FT,GLASS TYPES G-L SHALL HAVE A W Fi °d _a8 � _°5 " _ °n � _a6 C.5/18•LAMI-(1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 x 38.376 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.7/16-LAMI-(3118-A,.090,3116-A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/18"&WI.(3/66"A,A90,3M&'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.7/1 a'LAMI�(3/f8"Ifs,.8E0, 1�H • 60.825 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.13/18• I5:11C@3/ "A(N ),6/18''2318°SPACE,b/18"LAMI-(1/6•A,.090,1/8•A) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 H.13/16 G~h/8��R 3�"A Mme')'5/16"OR 3/8"SPACE,6/16"LAMI-(1/8"A,.090.1/w HS) I. Pf( M,6/1s'OR 38'SPACE,5/18"LAMI-(1/8"HS,.090,1/8"HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J.13/16"LAMI IG-1/8'OR 3/16"A(MIN.),3/16"OR 1/4'SPACE,7/16"LAMI-(316'A,.090,316•A) K.1316"LAMI IG-1/8"OR 316"A(MIN.),31`16-OR 1/4"SPACE,7/16"LAMI-(3/18"A,.090,318"HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/18"OR 1/4'SPACE,7/16•LAMI-(318"HS,.09%3/18"HS) 48.000 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 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 3,WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS, FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+102+1 3 1+C3+1 3 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD&SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 34"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 221/1•MAX.O.C. 63.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: 53.125 x 38.376 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 O X 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 2+C3+2 3 ANCHOR QUANTITY PER JAMB 50.626 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 54.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+132+1 3 1+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED ON THE.MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1 1+C3+1 4 1+102+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 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION.(7) 60.000 x 38.376 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+102+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+02+1 3 2+C3+2 3 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 18 3/4*MAX. -�-[--3"MIN. 60.000 1+C3+1 4 1+p+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 Ir REF. X O 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 4.04 MTG.RAIL PRODUCTREVISED 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 PRODas CTRElying hn E Florida Building Code 2+C3+2 a 1+C2+1 3 2+C3+2 3 2+C3+2 a i+c2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS ncceplaneel - 64.000 2+C3+2 a 1+C2+1 3 2+c3+2 a z+C3+2 4 1+Cz+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 Miam Dade Pro ct nito 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 8 34•MAX. 74.000 x 38.375 2+C2+2 3 2+C2+212 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 1 1/2"T. �h+-3"MIN.48. 0 50.625 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 9„R X p \``����ONY LYNN 50.60205 %CENSF'•.,fSp 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+0+2 4 2+C3+2 3 2+C4+2 4 ' 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+0+2 52+C3+2 3 2+C4+2 4 MTG.RAIL * No.58705 63.000 2+C3+2 4 1+C3+1 3 2+C4+24 2+C4+2 5 2+C3+2 a 12+C4;72-5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS *ITA "'� n JJ.. 14/17/11 E NOCHANOE TH/88HEET O1Yw" '� I'1'� ;'��� J.a i/24H1 D ADD£D IO CAP7D BE7EMPEREO +JOFENO7E. 1070 7NOKOCMB F�31276 P -�- ANCHORAGE SPACING,OXAND XO WINDOWS F(OR10P.•'' \�� �_ ALUM.HORIZONTAL ROLLER WINDOW IMPACT �S;S,/ONAL'�G F.K. M1G177 C CHO.TABLEN70 d;6SELECT VALUES DU£TOANCHORCAP. P.O.BQX 162/ I�I1 �' NOKOMIB,FL J127{ Vttlb(y 6attw ��'• ei�" °'•�•M" �•^ ti LYNN MILL P.E. F.K. W&AW J.J. 8/P9/0Q HR710 NT$ 10 « 11 4127-10 E P.E.e 6a706 13/4"MIN.E.D.TYP. NOTES: MIN.3.4 KSI 1 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO " CONCRETE 1 NOTE 3 1 3N. TAPCONS EMBEDED 1 3/8"MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED 13/4"MIN.. MINIMUM DISTANCE FROM :�: NOTE 1 MIN ANCHOR TO CONCRETE EDGE IS 13/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. Ix WOOD ' BUCK, 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1/4"SS4 CRETE-FLEX WITH NOTE 3 #12 TRIMFIT HEAD. 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4" 1/ THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. Mme' MAX.XWOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL,B OF 1/8'THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW LS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET ME AL SCREW WITH FULL ENGAGEMENT INTO E TO THAT SHOWN IN THESEPTHE ALUMINUM. IF THESE CRITERIA ARE MET,THEA 1/4" RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. MAX. 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIM MIN. 1/4"MAX.SHIM �I Fes— 1 1/4"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. I I (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, NOTE 2 NOTE 1 13/4 .E. �EXTERIOR INTERIOR °•"MIN.E.D (HEA &SILL DETAILS A,B,C,D,6&H) TYP. 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 SEE NAILING DETAIL INTERIOR E DETAIL F (JAMB DETAILS E,F&1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE Il ANCHOR, WOOD ANCHOR, DETAIL H (HEAD) NOTE 1 NOTE 2 NAILING .131 DIA.MIN.x 21/2"NAIL PRODUCTRBVISED AT CORNERS AND 5"O.C. u comAyin4 with the Florida 1/4" 1/4" TYPICAL DETAILS G,H&I. Building Coda _ MAX w No �SS M SHIM j mon acc .•i., SEE O BIZ a Product Conn .'NOTE 1 NAILING " ' 13/8 MIN. w • 13/4"MIN. •�•�• •,••�• •i,'• � • • •• E.D.TYP. ;•;.• • ••'.• • • • SEE NAILING MIN.3.4 KS1 .•' ♦ V LYNN �i CONCRETE 2x WOOD • •. •w • "• • • • `�� �pN,,,...,,M/(e DETAIL C BUCK, D�'�AIT D • • NOTE 3 •• 6 . • . •• DETAIL G(SILL) DETAIL 1(JAMB) * No.58705 TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS J.J� 1011711 E NOCHANOETH188HEET • ••• • •LL ii• urYa� �� STA 1 F� ` J.P. &21Y11 *DOHANOETHISSHEET • • • . • 1070TEOI3OLypY ' MOVEN ANCHORAGE DETAILS � • �Nyco s• 342• ALUM.HORIZONTAL ROLLER WINDOW IMPACT '%SIONALF.K. 4Hbb7 .F.FRAME.C".NOTE6 EC •EN N P.o,aQQXfa2o 11•NOKOMI8�FL 31274• V/ilbly Better s.rw.wk 11tlj �""� o"'y , ^'" A.LYNN1MILlER,P.E.F.K. 2/18W w HR710 I•IBIf 1! 1i 4127.10 E P.E.N 68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAM!•DADE MIArM DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street,ROQn2 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) T(786)3152590 F(786)315-2599 BOARD AND CODE ADMINISTRATION DMSION VMW miamfdede govteconomv NOTICE OF ACCEPTANCE OA 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 cons trinctnOn materials. The documentation submitted iami--Dade County a d other as been reviewed and areas bvherei allose d by the Autade County ho ity Product Control Section to be used in M Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration tha AHJ(ate ined areas other than Miami-Dade,Court ty)reserve roduct Control Section{Inn Miami-Dade County) the right to have this product or material eemanufacturerfor n�11 incurassurance the expense of sucthis h product ting and thematerial AHJ fails to perform in the accepted manner,th may immediately revoke, modify, or this acce tancesif tof such ps determinedbyct byaterial MiamiDwithin County Product their jurisdiction. RER reserves the right to revoke t p Control Section that this product or materialereivai and has been designed to comply applicablels to meet the requirements of the th the Florida Buding This product is approved as describe Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PW 701/720/820"Aluminum Fixed Window-L.M.I. on APPROVAL DOCUMENT: Drawing No. -MD-720-820,the atesttitled 'rev revision dated 07101/13,Series Fixed pow reparedtbY Guidelines",sheets 01 through 10 of 10,dated 07/14!03County manufacturer, signed and sealed by Anthony Lynn Miller, P.cade e number and Expiration ldate by the Miami- Control ai Product Control Section Renewal stamp with the Notice of A p +� Dade County Product Control Section. • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant•..• . **so • LABELING: Each unit shall bear a permanent label with the manufacturerle•>ian ed'r l6gQ,*s 1tY,st 4se model/series,and following statement: "Miami-Dade County Product Control l4ppre :**so: noted herein. a as REVISION of this NOA shall be considered after a renewal application has keel, i. and.... has b... no change in the applicable building code negatively affecting the performance pf this•produei..a• e e s; TERMINATION of this NOA will occur after the expiration date or if there%vier a revision or change.* in the materials,use,and/or manufacture of the product or process.Misuse of this NCA as � orsernaiIts:. .... of any product, for sakes, advertising or any other purposes shall automaticall�ternin�iate tltls NOA.Fai e to comply with any section of this NOA shall because for termination and removal ot'NOA.a :': ' 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 bed avarenews OA No. 11for -1110.15 and consists of this page at the,job site at the request of and vdenceipages E-1 This NOA revises and renews and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 13-0502.03 GMIAMIDADECOUNTY r ,5 Expiration Date: February 19,2019 �• % Approval Date: July18,2013 Page i � T PGTIndustries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD 720'820, titled "Series Fixed Window installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E- B. TESTS per FBC,TAS 202-94 1. Test reports on; 1) Air Infiltration Test,p 2) Uniform Static Air Pressure Test,Loading-94 FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 4) Large Missile Impact Test per FBG,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203,4 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of 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. 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 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 direst 12+epo gram of aluminum No�k��-x'38 window, and prepared by Fenestration Testuig Laboratory, **go** FTL-3850,dated'07/18 and 31/03,all signed and sealed by 30 seph C.•chm,P.E:••::• (Subinitted under previous NOA No. 03-1105.0.1) 000000 . C, CALCULATIONS •••• in r�ith• C-laya• 1. Anchor verification calculations and structural analysis,vompiy g• .L Mile • prepared by manufacture, dated 04/29/13, signed and sealed'�y Ani • . . P.E. .t.... 2. Glazing complies with ASTM E1300-09 • . . ...... D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19,2019 Approval Date: July18,2013 E-1 PGT Industries NOTICE OF ACCEPTANCE. EVIDENCE SUBAUTTED E. MATERIAL CERTIFICATIONS 1, Notice of Acceptance No. 13-0129.27 issued��a t a Q4/11/lupont ll3 expiring on 12/11/16. for their"DuPont Butacite®PVB InterlaY 2, Notice of Acceptance No. 11-0624.02,issued toE.I.DuPont pio &o.,Inc yerdtgQ for their"DuPont SentryGlas©Interla 3, TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Spacers with Option II exceptions. Setting Blocks,and b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Properly—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 nn Mill 0P:E sued by manufacture, dated 04/29/13,signed and sealed by Y 3 2, Statement letter of no financial interest,issued by manufacture,dated 04/29/13, signed and sealed by Anthony Lynn Miller,P.E. 3, Laboratory compliance letter for Test Report No. FT1-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. '••• 'rascon; '®db Jaime]. . 4. Proposal issued by Product Control,dated 07/26/12,sign 8 5 and D.Vascon,.��t:41 5, Laboratory compliance letter for Test Reports No.'s I+'7.'� 07118 and 31103,all signed and sealed by Joseph C. Cha 0 0 0 0E, :*Gee: 0000 (Subnd ter/un der previo us NOA No. 03-1105.01) 606660 '..'.: 0060*• 0000.. 6966 0000. 0000 0000 0000. G. OTHERS ]httLties for their Series"��d► 1, Notice of Acceptance No. 11-1110.15,issued to PGT " approved .on 02/02/12 fid. expirrng Dan 701 Aluminum Fixed Window — L.M.I. pp . . ...... .. . 0 009 0 0 02/1911.4. •6�• Jaime D.Gascon, Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19,2019 Approval Date: Suly18,2013 E-2 r - i DESIGN PRESSURE RATING IMPACT RATING GENERAL NOTES:SERIES 720/820 VARIES, RATED FOR LARGE&SMALL IMPACT-RESISTANTFIXED—WINDOW SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 45•TIP TO-TIP WIDTH 48'BUCK WIDTH BUILDING CODE,INCLUDING THE HIGH VELOCITY 47•BUCK WIDTH 48'BUCK WIDTH HURRICANE ZONE(HVHZ). 46.1/4'VISIBLE , 44-114'VISIBLE 46-114'VISIBLE LIGHT WIDTH PRODUCT RBNBWED 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN LIGHT WIDTH LIGHT WIDTH _J 1-,___2•MAX ED m wmpl1 1 n8 vdW Ih°Florida -BORNE DEBRIS REGIONS.FOR INSULATED GLASS WIND8,MAX. •�- 8'MAX. F.SHEET 8 'I I Building Codo INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD B,SHEET 8 D,SHEET 7� H,SHEET 9 No pacprmca LITE(CAP)MUST TEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-OADE COUNTY, i I I M4mI O�o ProAu<i Om USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ' E,SHEET 0 ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS I C E,SHEETS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A SHEETS 95' C SHEET 7 O,SHEET 9 i O. HEFT 9 UNITS AND CONCRETE WITH MIN.K81 Pp31ANCHORTYPE. SHEETS i BUCK SHEETT i 88" -------- 1L HEIGHT 1L BUCK 4)ALL WOOD BUCKS LESS THAN 144 THICK ARE TO BE __ ___ 1 (' HEIGHT 9ISJISL CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE r / 9Y-1IC 1- / VISIBLE ro OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 12,MAX / VISIBLE 12"MAX• I / 93GHT-114" LIGHT WOOD BUCKS DEPICTED AS 2X ARE 1-1W THICK OR I LIGHT O.C. VISIBLE 5"MAX. HEIGHT GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE O.C. T / LIGHT D.C. I / HEIGHT 1 I HEIGHT 9C N DESIGNED 70 PROPERLY TRANSFER LOADS TO THE 98, BUCK W a •,,,a STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS TIP TO i I HEIGHT r THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR I TIP 0 ARCHITECT OF RECORD,(AOR). HEIGHT N i i v aaa O 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I -j W d BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 1 i ti SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1. Z 5- LL J uxwg p ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION F.SHEET 8 y U]' r .' W ANCHORS SHOULD BE SEALED.OVERALL 12'MAX•D.C. 9• D—H I'+— 12'MAX.O.C. H,SHEET 9 � (J U X N o" � SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 8' B—►I I� MAX. SHEET 7 2'. 5"MAX.O.C. N Z 000 O INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX. SHEETS THE SCOPE OF THESE INSTRUCTIONS. TTP.EQUAL-LEO FRAME TYP.FIN FRAME ELEVATION N> p d. z zz c TYP.FLANGED FRAME ELEVATION(TESTED UNIT) BESTED UNITS z a z °�' 2 0- 6) LL MAX.1/4.8HIMSARE REQUIRED AT EACH ANCHOR ELEVATION(TESTED UNIT) g o LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING J APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE FIGURE 1: W SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON 12.0 C EBAS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIM THE TA SHAPE INA BLOCK N o5 1aa45 THEM BY THE WINDOW. GUIDE TO SHEETS: MAX, AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 26. 81 V7 it L NOTES........................1 ANCHOR SPACING TO BE S•MAX,FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME ® Z V) 07)DESIGN PRESSURES: MEMBERS,SEE FIGURE 1,THIS SHEET. �[ Z A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE ONS,-„,....,,.-.-„••-•-••-•1 S �p Z ato�S TEST PRESSURE,FRAME ANALYSIS ANO GLASS PER ASTM GLAZING PRESS RES..,-.....-_2 6 1TO.C. / �—WIDTH--=) �F'-'WI�•TH; r—WIDTH—�( 'WIDTH ; oZ �E7300-00.B.POSITIVE DESIGN LOADS BASED ON WATERTEST ATION,FLANGE,,,......••••8 MAX• ILL PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME ATION,EQUAL-LEG.-,-,7IZATION,INT.FIN A•..........8 / tANALYSIS AND GLASS PER ASTM E1300-09. ATION,INT.FIN B...........9 / pS)THE ANCHORAGE METHODS SHOWN HAVE BEEN R ASSEMBLY......._.. ...10 _ �DESIGNED TO RESIST THE WINDLOADS CORRENDINGION PROFILES,..,...-.......10 •• • • • • i TO THE REQUIRED DESIGNPRESSURE.7HE33.1/3Ne3TRE53 LIST.........................._....-.10 • • WIDTH-1 \\AL1 III •-�—• •• • • • • • �—.WIDTH--=i h-WIDTH WIC 1”- � INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS • 1•• • • • • ••• .......... F PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR TABLE 1• � '•.'Q THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 7YPo Desof�p0on••• •• • g • y t7 SHALL MEET THE REQUIREMENTS OF THE FLORIDA 2 z I I _'/Y N0,G8705 r BUILDING CODE FOR CORROSION RESISTANCE. 1 7116•Laml 116'An•.090”PVO-3116'HS 2 7116"Loml 3118'HS-•090'PVB•3118 HS .L _ l,� W O)REFERENCES:TESTREPORTSFTL-3836,3850&7212; 3 1.1118•LemI.IG 3116'T-TIt Alr-aN'wn•.090'PYB-318�FI3 3 ELCOULTRACONNOA;ELCOCRETEFLEXNON ANSIIAF&PA 4 1.1118'Leml.10 3118'T- 8 r•31 H9-.0 PVA•3M8'118 3• • • • WIDfH—•^.i WIDTH••'( )-+-WIDTH-�•I r-WIDTH•�•1 )• __ _ _ __ �� t F >� NDS FOR WOOD CONSTRUCTION-(2005)AND ADM 6 7118'Lemi 3118"An•.090• 116" 4• • •�- ----I r- -+-r -1 T' •• STAT ALUMINUM DESIGN MANUAL•(2005). 6 7116'Leml 3116'HS-.096`SG•3116' 4 r� r ����''•.!`LOF.\..P:•'��J`� 7 1-1118'Lem1,IG 3116'T•711�'fir-3116'An-A80' •31 I ���i1gS/ON/>,�-�'.`� 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 g 1.1/16•LemI.IG 16'T-7116"Air-3Hs•HS•.090'SG-3116'HS 6 � p I Gz1 IItIII1LIL\ SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. DEN HOURS&CO.,SENTRYOLAS INTERLAYER'BY E.1.DUPONT j 1 1 A.LYNN MILLER,PF- MAY &CINC. 1. 1. p.E1168705 ••• • • • • ••• • - - • • • • • • • • • - • •• •• • • • •• •• ••• • • • ••• • - TABLE 2: Window Design Pressure(+F,psf)for Glass'type 1 onp Side(n) 7116'LAMINATED 67-710 1 72 76 80 8d 80 92 90 00 104 109.112 OLAg3 STACK 30 +1-00 1 +1.00 +/-00 1 +/-00 1 +f-0D +1.00 1 +1.80 +1.80 1 +/•8D 1 +1.00 4/-00 32 +/-00 1 +1.80 +1-00 1 +1.80 1 +IAO +/-00 +1.80 +-80 +-0D 41.80 +-00 .090'PVBINTERLAYER 34 +1.80 +1.80 +1-00 0-80 +1-00 +1-80 +1.80 +1.80 +/-80 +1-79.8 +1.79.4 3116'HEAT STRENGTHENED GLASS 30 +/-00 +1.60 +1.80 +1.80 +IAo +I-SQ +I-79.7 +-77. 71-76.1 +/-73.4 +1.722 3/18'ANNEALED GLASS • 38 +1-80 +1.80 +1-80 +/.80 +IAD +/-751 •1.76.2 +1-725 +170.3 +1-68.5 +1.66.3 PRODUCI'RBN81VIiD 40 +!-00 x1.00 47.80 +1-79.8 +-77.2 +1-74.3 +171.3 +1.87.9 +1-85.1 +f-03.4 +1.61.3 mcomplyln dovl6i PlorWa 42 +/-0o +1.80 +1.00 +l• .d -+1.74.3 +f-1.3 +l-80.2 +-64.7 41.1.3 +159.8 +53.2 d 11 do f} 44 +!•00 N-00 +1-70.9 +/-76.4 +/.72.1 +/-83.9 +/.86.6 +!•822 +159.7 +157.5 USED AT CURVED Acoeplence No 7:t �• 46 +1-00 +/-80 +l-77.2 +1-73.6 +1-70.1 41.58 +1-63.5 +/-653 +1.57.7 FRAME MEMBERS ONLY 29 616• �- LONG SIDE , m 11-7/0.O.C.MAXv_. 48 +1-80 +/-79.3 +1-75.0 41-71.9 +.5 +-0 9 +/•0.5 +•53.2 @ GLASS BITE MI°ml Dade ucIOootro e 50 41.00 +l-77.5 +/•74.1 41-70.3 +1.86.7 +1.3.1 -1-69.7 1-3 R 52 +1.79.1 +1-75.8 +1.72.4 +/-68.8 +f-65.1 H-01.5 SHORT _ m 54 +1-77.4 +/-73.8 +1-70.5 +1.7.3 +.83. EXTERIOR SIDE a 66 +1-76.0 +/-72 +/-68.8 +/-85.3 58 +1.74.2 41-70.3 +l-80.8 ( 20 13 +' e0 +1-727 41.68.7 +1-05 v� GLASS TYPE 1 02 4/-71.2 +Lr.1 84 + . +-65.5 �--- LONG SIDE -►� Be +1.653 87.718 +l.7 Y 1)NOTES:CK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SSHORT DE 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. oc •- 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. d• °I°D p N (9 N N °Q TABLE DIMENSIONS MAY BE V) W ORIENTED VERTICALLY OR O-1 Z F8 HORIZONTALLY AS SHOWN. Z U- r(JL m W umw TABLE 3: LU Z m O O °N 0M0 O Window Design Pressure(+f-,pet)forGlsea type 3 �' o Z IL Z �, F v� Lcng Side(n) O LL 67-713 72 70 60 84 08 02 90 100 104 log-'112 1.1116,NOM. 5 J GLASS STACK 7118'LAMINATED J `+� a 30 +/-00 +1-80 +/-00 41.90 +l-00 */-00 +/-80 +1-e0 +/-80 +1.80 +7-80 GLASS STACK Q 32 +-80 +-00 +1.00 +1.80 +AO +-00 +1.00 *•00 +f-80 +/•80 4!•80 3/18'HEAT `I SHORT a y W 34 +1-00 +1.90 +1-80 +-80 +IAO +1-00 +1-60 +f.0 41.80 +-00 +460 3/18'TEMPERED GLASS • STRENGTHENED GLASS �l SIDE ® oNi Z Of 38 +/•80 +1.00 +I.O +1.60 +IAO +/-SO +1-80 *1.00 •/•80 +1.80 +1.80 38 +1-00 +1.80 +1.80 +/-80 +IAO +1-00 +1.80 +IAO -1-79.4 +.70.4 +1.74.3 3/18'ANNEALED GLASS 40 +1.80 +1.80 +/A0 •!-00 +fAO +/-00 *•80 +/-57 +.73.5 ••70.9 +1.9 7l16'AIRSPACE 090,PVB O W 42 41.00 +I-SO +1A0 +/-80 +/-00 +/-80 +/.77 +1.73.1 +1.9.8 +/-60.9 +1-85.2 11 INTERLAYER a Z a c 44 +1-00 460 +1.80 +1.80 +l.0 +177.8 +1-74.1 +1.70.3 +1-87.5 +f-83.9 46 +/•00 +/•80 +I.O +1-90 +179.2 H-754 41-71.7 41.80.1 +1.5.1 5 LONG 0 z h m a 46 +1.00 +1-00 +1.80 +/•80 +1.77.2 .41-73.3 +1.89. +1.85.8 USED AT CURVED � SIDE 50 +.0 ♦-00 +/-80 +/•79. +1.75.3 +1-71.3 +/-07.5 FRAME MEMBERS ONLY 29 618' X W p�.D�. ePGLASS BITE �i 62 +/-00 +/•00 +1.80 +1-77.7 +1.73.6 +I-89.5 ®11.710'O.C.MAX. IL O 54 +1-00 +1.60 +1.79.8 +1.76 +/-71.8 1-3 °11!1 '�..a s°ua5 56 +!-00 ••80 +177.5 +1.73.8 58 41-00 +1.79.4 +1.75.4 •• • • • ••• • • ••• EXTERIOR \��1111LYNN 1j1 fl/i 60 +1.80 •1.77.8 +1-73.5 • • • 4 22 21 13 -4 SHORT `��x1p......•.40/(� 82 +1-00 +175.8 -•--r••• • SIDE \� '�;•vCENSF sa +17s.9 +1-74 • • • GLASS TYPE 3 k 68 +l-7. • • •• No.68705 67.718 1 +1.74.9 _ =_ NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCKDIMENSION. :-O K = 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ! ��) 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH r OWLL DIM%49[%NS C&VLETELYJ:kvnne.• STA E F �` 4011101, • • • • • • • • • i� l •'' •• • • • • • • •• • • / s ��� A.LYNN MILLER,P.E. P,E.e 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4: Window Design Pressure(+1-,pal)for Glass Ty pas 2&4 ong S e n 87-719 1 72 76 1 80 1 84 1 88 92, 1 100 1 104 1 109-112 1 112 1 lie 1 120 1 124-1 128 1 132 1 138 1 140 1 144 30 +1A0 +f•80 41.80 +/-BO +1.80 +1-80 +1.80 +/•BD +1.80 +1•80 +/.80 +1.90 +l-80 +1.80 +IAO +1.80 +1-80 41.80 4901 +1.8D 32 +/AG +1.80 +/-80 +1A0 +/-60 +-80 41.80 +/•80 +1.80 +1.80 +IAO 41.80 +1.80 +1-80 +Pw +1.80 +LAO +1.80 +1•80 34 +/•DO +f-00 +•80 r AO +•80 +•80 ♦•80 41.10 +/•60 +•60 41.80 41 L.M. +/-00 41.90 +!•8D +-80 41-60 36 +1.80 +1_80 +1.80 +1.80 +1.90 +1-80 +1.60 +IAO 41-00 -mo- 41-80 +1.80 A0 +1.80 +/Ao HAD RODUCr RB14B\YBU 38 +AO +/•90 +1.80 +1.69 +1.80 +1.80 +!•80 +1.80 4/•60 +1.80 +•80 4140 +•80 +1.60 °IdtngC0e+„Ih�°Plon�i° undine Cods02 40 +•81 +/-80 +1.80 •Ao -1-60 41.60 +•80 +•80 41.80 +1.80 +•8 -1-60 Imre No 42 +I-BO +-80 +•80 +/-80 1 +1.80 +/-80 +1-80 1 ./-so H•80 +AO +A0 Dae L`'�� 44 #1.80 1 +1.80 41.80 +1.80 1 +1.80 +IAD +1.80 1 +1.80 +1.80 1 +1.80 ice-- 40 +IAO +AO +IAO +IAO +•80 +AO +IAO +1-80 +1-80 48 41.80 +IAO +/•80 +1.80 +1.80 +/.80 +1-110 +1-80 Mom Produsl 50 *1-Bo +1.80 +1.61 +f-Bo +1.90 +/-80 +/-so 52 r.80 1 +/-80 1 +-80 1 0.80 1 +1.80 +/-79.1 w1 64 +/AO 1 +/-80 1 +/-80 1 +1.80 1 +1.78.6 N h 4140 +!•80 4/AO H•79.1 Z +1.110 +•80 n 41.80 +1.80 */•71.3+1.80 +1.80+AO +IAO+"a V) NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. }N 0150 0 V 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. U' 04 N N chi O U- N CD Z Z V• w LL. t0 J aMwO U-1 c6 W UV�y,�U O ao °rl 1.1110`NOM. TABLE DIMENSIONS MAY BE h C)Y z talo GLASS STACK ORIENTED VERTICALLY OR o O p N 7116"LAMINATED 7118'LAMINATED HORIZONTALLY AS SHOWN. .-Z a Z W LL GLASS STACK GLASS STACK p • 3116`HEAT STRENGTHENED GLASS LONG ¢ M .090`PVB INTERLAYER 3/18'TEMPERED GLASS 510E 3118'HEAT • 3/18`HEAT STRENGTHENED GLASS r-LONG SIDE / j � W • STRENGTHENED GLASS 7110`AIR SPACE .090`PVB INTERLAYER T ® 3116"HEAT STRENGTHENED GLASS 7 z 4 11 SHORT 11 5 SIDE z LLL 5 Z USED AT CURVED USED AT CURVED sw SS DE 0HORT Z 0- o C FRAME MEMBERS ONLY 29 516" FRAME MEMBERS ONLY 29 Z cV N Q 11.710"O.C.MAX. GLASS BITE (aj 11-710`O.C.MAX. GLASS BITE ti ro 1-3 1-3 w D..a E ERIO �•+- LONG SIDE �•� LL 0 EXTERIOR a81•ns50 sauas 20 13 • ?� • Z1 • 13 •• GLASS TYPE 2 • • •'LASS!YR*E 4 • BSIDE sloe ���\\y1LYNN1kl • • • • • • • • • � � _\� •��`;•'4\GENS!;'••,'P r'c No.53705 SHORT • ••• • • • • SIDE ••'� I0 0 see 00 •� SIA r 111111I A.LYNN MILLER11t'`,P.E. P.E.068705 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5: Window Design Pressure(+/•,pal)for Glass Type 5 Lana Side pn) 7/16•LAMINATED 67-7/0 72 76 00 114 Be 1 92 g8 1W 104 108.112 GLASS STACK 30 +90%-125.4 +90/-120 +901-11bb +90.111.5 +901-108.6 +901-108 +901.104.5 +901-103.5 +90-1025 +901-100.7 +90.97.9 .090'80 INTERLAYER 32 +90_716.9 +90- 0.6 +90-105.3 .901-101.6 +901.98.7 +961-95.7 +90.92.3 +90.90.8 + -90.3 +1.89.9 +/•09 34 + 408. +90.1 +901.98.8 +90t.95.1 *901-9.8 tl.8 2 +144.4 +!• .5 7180.1 t-79.0 +-79,4 - 3/18'ANNEALED GLASS 30 +80/•102.0 +90.97,1 +80.928 +1•08.9 +/-85.6 +1.828 +I-79.7 +/•77.2 +/-75.1 +1-73.4 +!•72,2 3116"ANNEALED GLASS 38 +90.98.4 +90-92. +!$6.7 +/-03.2 +/•00.7 +1-B +/-76.2 +/-725 +/70.3 +1.88.5 +/-08.3 40 +9 -94.6 +-88.2 +1.82. +-9.8 +-77.2 +-7 3 +-71.3 +-67.9 __+7-_6F1_ +1-03, 41-01.0 4 11 RaOomplyl 8d'the C oiidn 42 +90.91.3 7!•84.7 +/$0.7 +1-77. +1-74.3 +1-7.3 +•86.2 +!•04.7 +/4.8 ..59.6 +-58.2 USED AT CURVED u1lding.Codo a 44 +.8fl3 +1-02.4 +1-8.9 +1-76.4 +1-72.1 0.0 9 +$5.8 +/•82 +5.7 +1.57.6 A Ie�rea No Z�19 Cr 40 +/•8114 +1.80.8 +1.77.21-1-70.3 0.70.1 .1.6118 +1.03.5 +1.80.3 +157.7 FRAME MEMBERS ONLY 2g 518' � d 48 +1.827 +1• @j 11-718'O.C.MAX. GLASS BITE rn 79.3 +1.76.0 +/.88.3 +!•0.9 +1$1.5 +158.2 �+- LONG SIDE a 60 .1-80.9 +/-77.6 7/•74.1 +/-06.7 +1.83.1 +159. 1_3.8 52 +!•79.1 +1756 +/-72.4 +1-651 N- 5 Mleml Ode Oootrol 54 +1.77.4 +1.73.8 +/.70.5 +1835 EXTERIOR SHORT 50 +/_75.8 ♦/_72 +148.0 (1-1. 20 13 SIDE L 58 +1-74.2 -71-To.3 H46.8 Y'' N 69 +1.727 N46.7 +145 GLASS TYPE 5 t i 62 +1.71.2 +1.67.1 0: 64 +14117 +/•65.5 "� 86 +/•08.3 LONOSIDE -►I 67_7/6 +1.87 -_ NOTES SHORT AL1 M 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BS BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND!ETD THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. R O 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. }^ et• +IoO Q N V' N TABLE DIMENSIONS MAY BE 0 WN ORIENTED VERTICALLY OR O N o Z79- HORIZONTALLY AS SHOWN. T r iii to W o ,a a TABLE 6: 60 X N d a Window Design Pressure(+!-,psi)torGlass type 7 Y Z O do O rn M Long Side n O Z O.Z 0W - 87-7/0 72 76 80 88 92 9 00 10 09.112 11/10'NOM. LU U. O 30 +90-130 +901.130 +9.130 +90.128 +90.122.04901-119.8 +901-118.1 +901.117 +90-116.8 +901-112.7 +90-109.9 GLASS STACK 7118'LAMINATED •� •a 32 +901-130 +90426.1 +90-118.9 +90.11 .8 0101.111.5 +901-108.1 +901-10.3 +90-1024 +901-102 +801.101.4 +90.98.7 GLASS STACKF- 34 +901.123.1 +90.116.4 +90-111.7 +9 -107.5 + •03.0 +90-99.7 +901.95.3 +90/•92.1 +901.90. N-90 +•89.8 I I fO ~ 45 38 -901418 +90.109.8 +90.104.8 +90-100.6 +90-g80 +901-93.3 0.90 +1.07.3 +/.84.9 +1.82.3 +1.61.2 • 3116'ANNEALED GLASS �'1 SHORT 1'�- ® Z (K laa 38 +801-111.2 +90.104.2 r90/-97.9 +00.94 +901 1.1 0.88.2 +1.84.9 +•81.9 +/- 3l18'TEMPE43LA 79.4 +1-78.4 +/-4.3 • 3118"ANNEALED GLASS N Z 40 +976--155.9 +90.90.0 + •93.2 +91.07.4 +1.87.2 ..84 +1.80.5 N•7111 +1.73.5 +-70.9 +/.89 711 .090'SG INTERLAYER O Z 42 +90-103.2 +90$5.7 +001.91.2 +f-87.4 +/.84 +•8118 +/-77 +-73.1 +159.8 tl• .9 al .2 ❑ � s/oog 44 +90-99.7 +90.93. +1.89.1 41-85.2 +1.81.4 +/_77.8 0-74. +1.70.3 +147.5 +1.63.9 u. Z 46 +90.06.5 +80.91.3 +1.87.2 +1.81.2 +1•79.2 +/-75.4 +I-71.T +/•68.1 +145.1 O D' O o v 48 +90.93.6 +/-89.6 +/$5.4 +1-81.2 +1.77.2 +1.73.3 +148.5 +1.85.8 LONG r Z n M r 50 +90$1.4 +1$7.6 +I-8 +-9.4 +1-7.3 +.71.3 ♦47.5 USEDATCURVED SIDE Pit Q C7 g 52 +1.09A +/-85.5 +1.81.8 +1.77.7 +1-73.5 +149.6 FRAME MEMBERS 618• O '+1 0 0-d 54 +/.87.5 +/•83.4 +1.79.6 +1.78 N-71.8 GLASS BITE LL 58 +/.05.6 +1$1. +I-77.6 +-3.8 0111 'ase0 souag 58 +/-83.0 +1-79.4 +/-76.4 A. 60 +!•8 1 +1-77.8 +_73.5 • • • • • • ••• EXTE LY 64 +170.8 +/--748 • • • • ••• •• 22 13 SHORT \��``'��ONOCEN 60 +177.2 +/-74.9 • • • GLASS TYPE 7 � 87.718 • • •• .. •••• . OTES: No,68705 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP TO TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHI9IefLIE d*ALL WIDIM %NS ETELY•SYR4JI T If• )3 % Q TAT 4)THIS SHEET APPLIES ONLY TOFLANGE AND EQUAL-LEG WINDOWS.DONOT USE THFIN•FRAMD NDO�r3. SE F • • • • • • • ����••••F(OR10P.•'G��� A.LYNN MILLER,P.E. P.E.O 68705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TABLE 7: } 0&S Window Design Pressure(1•,psf)for Glass Types Long e on) 132 136 40 i441 HO H Be 92 8 00 0 19.112 2 110 20 124 120 +901-130 +901-130 +601-130 *901-130 67.718 72 76 +flp1-130 x901-130 +901.130 +901.130 +901.13D +901-130 +901.130 +90-130 +901-130 +90.130 30 +901-130 r 0-130 +961-130 +901-130 +901-130 +901-130 + .30 +9 .30 +901.1 +90-130 a901.130 +901-130 +00-130 +901-130 +901.130 +9 -i 30 *90/•13D x90- +801- a90-13D +90=130 RODUCTRWBWED '11b 32 *901.30 +9 •130 +901.130 +90-130 +901-130 +1101.130 +001.130 +9D-30 +901-130 +0.1 omnplylna�6101e lllodde 34 +901-130 +801.130 +901.130 +fl0.130 +801-130 +fl01-130 +901-130 +90!•130 *90/-130 +901-130 dldinH Code^2, 38 x901-130 r901.13D +911- +901-130 +901-130 +961-130 +901.130 +901-130 +9D1.29.2 +961.127.3 plpglanoe 0 38 +901.130 +901.130 x90-30 +fl01.130 +96.30 +1101-136 +901.130 +901-13D +901-130 x901-3D +90-130 +fl01.130 DWO QJ. +901.130 x90.30 +901.30 x001-130 +901.130 +901-130 +901-126.8 +1101-123.2 +00-71 � 40 +901.130 +901.13D +901.130 +901-130 +961-1 +9W-129.3 +901-123.2 +901-119.7 +901-118.4 ' 42 r -30 x901-136 +901-136 +901-3D x90-3D ♦ +901.115 M 4 +801.130 +901-130 +901-130 *901.130 +901.130 +90/-136 +901.130 +9W-12.6 001-118.4 on produq Contra 4 +901_130 +961-136 +901.130 +96'•128.9 +fl0!-120.6 +fl0'-115.3 .6 48 +901.130 +fl01-13D +901-130 0 x90'-29.T +91- +9 -30 +flnf.23 t � 50 +901.130 +901-30 +0 -1 +961-30 + - •90'-12.2+89.41.119. d +-D1-130 +901.130 +96).130 +901.130 54 +901.130 x901-130 +961-30 +9 -30 *88.81-127.1 d 56 +901.130 +901.130 +0/-130 +89.4-129 5H +901.130 +961-130 +901-130 ro 60 +fl0/-136 +901.130 +89.61.129. 62 +fl01-Im +901-130 co 8d +fl0- x901.130 a N .�oa (67.718 *901.130 NOTES: }h v e o0 p N 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 11 FROM THETIPTO•TIPDIMENSIONTODETERMINETHEBUCKDIMENSION. U' U7 N N 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 1n ' a 3)FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. n 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEO WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. Z iL ti W u 0 UU_ XN 02 6 1-1ZU mO z ofa TABLE DIMENSIONS MAY BE n> YO rd Z o ORIENTED VERTICALLY OR o Z D.Z O N LL 11)18'NOM. HORIZONTALLY AS SHOWN. g _j O GL. ASS STACK I ' '_ _ 7118"LAMINATED LONG 7116•LAMINATED '4_ I �I � GLASS STACK SIDE 4F GLASS STACK I �-- LONG SIDE ~ Iaa4S • 3116'HEAT STRENGTHENED GLASS T_ ® 9 Z ? m .096"SG INTERLAYER 3116'TEMPERED CLASS _3/16•HEAT STRENGTHENED GLASS 3118'HEAT 7/16"AIR SPACE .090'SG INTERLAYER SHORT � W Z • STRENGTHENED GLASS SIDE Z a along 3116"HEAT STRENGTHENED GLASS _ I SHORT I,� _ 4 11 6 11 _ SIDE Z 'N civ USED AT CURVED 618' USED AT CURVED 618• g O � FRAME MEMBERS ONLY 29 FRAME MEMBERS ONLY 29 GLASS BITE W a d 11-71w O.C.MAX. GLASS BITE @ 11-7/8'O.C.MAX. �-LONG SIDE -� m 1-3 op1L•asoD sauag 1-3 •• ••• • •• � 111 I/I XTERIO • • • SHORT LONG .IIYNN 1111/ EXTERIOR • fit-, 22 !t • 1 • SIDE SIDE ���,rON..........11C( /ice GLASS TYPE 6 1 No.68705 x • ••• • • • • SHORT ''0•' 7 13 <L1` -'I SIDE '� STAT t F 06 00 Pe 06 ••• • • ••• •• • III ION A.LYNN MILLER,P.E. P.E.060705 • •• •i 0.1 e • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRIP —�IEDGE _ OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE NOTE 2,THIS SHEET TYPE C TYPE 6 EMBEDMENT INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, TYPE AMAX SEE NOTE 2,THIS SHEET SHIM Q EMBEDMENT SHIM TYP.DGEDI T NCETYP ,EMBEDMENT PERSUBSTRTE. EDGE EDGE DISTANCE PER SUBSTRATE, ' DISTANCE PRODUCPRBNEWED EDGE ' ; 8 SEE TABLE B,THIS SHEET as oomplYinB rvm Ibo Florida^7 DISTANCE .• .••i ..'p'. awl Code SC..�• �1/4"MAX ..• AooepWtceNo �+y//•� 1 SHIM 4 TYP.ANCHOR TYPE. '! r ;:- '� loml ado Product Contro EMBEDMENT AND EDGE d �..i•; 11 DISTANCE PER SUBSTRATE, SEE TABLE 8,THIS SHEET USED AT CURVED 29 FRAME MEMBERS ONLY ".• .;,t EXTERIOR �•�•�`�, @ 11-71W O.C.MAX. CONCRETE/CMU 4 PERANCHOR VISIBLE LIGHTWIDTH= 5 REQUIREMENT WINDOW BUCK WIDTH-2-3/4" OW SUCK WIDTH - WINDOW TIP-TO-TIP WINDOW WIDTH CPERA011 N HORU µjt a fn •a,S BUCK XTE ERIDR HEIGHT 4 1/4•MAX.SHIM I_— HORIZONTAL SECTION A-A REQUIREMENT �� v y o TIP-TO-TIP O t1 N• •1aa oQ WINDOW #12 STEEL 0 M W N HEIGHT VISIBLE SELF-DRILLING SMS O LL C4 o Z euo l' LIGHT —\ TABLE 8: Z �EL ro 0 HEIGHT- (GS),SEE TABLE 8, \l� WINDOW THIS SHEET Distance 9a aong W Z x0 M d j U Anchor SubstrateMinMin.Embedment BUCK .T.Soul m P ns(90=. 8' - B' h W CO O - O 0/A0 HEIGHT- INSTALLATION 612 or#14 410 S8 Screw Aluminum,8083•T5 min. S h O p v Z o 2.3/4• METHOD D A36 Steel 318• 0.083'• 12, m O INSTALLATION ANCHOR Slee Blvd,Or, min. 316• 0.046" S Ge 1 Z d Z a LLO UNDERNEATH THE P.T.Southern I'MG-10.56) 9118• 1318• 12• ., NI2 or 814 Steel Screw(05) Alum num,80 T6 min. 8' 0.083•• 12' Z BEADING EXTERIOR A38 Slee 8• 0.083"• 12 ro a SteelStud.Or.33 min. 318' 0.046. 18Os• 1T ® QQ la 45 n9roule CMU,(ASTM C•90 2-1/2' 1.114' 1T Z J 21 MIAMI-DADE APPROVED MULLION 114'410 SS CreleFlex -t H (SEE 3EPERATE NDA),ALUMINUM, Concrete(min.3.35 ksl) 1" 1314' 12" O FQ-• z 6 STEEL FRAMING OR STEEL STUD. Concrete min.2.85 ksi 1" 13/4' 12' a O N slags Concrete(min.2.85 Kid 2.112• 13 8' 12• Z Z SEE SUBSTRATE PROPERTIES, 114'Steel Ulbacon u. nproule CMU,(ASTM C-90) 2.1/2' 1-114' 12' N N TABLE B,THIS SHEET lU Growled C 8T f I 2-1 2' 1 12` 5 1/4•MAX SKIM Concrete(min.3.5 k,) 1-1/" 13 14' 1 2 ZZ ~ y 6116'81oe1 Ulwoon prowled CMU ASTM C-90 42-1lT 1.3 4' 12' O g a a .—L •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. U- LL 1X WOOD BUCKSTRP, opo, mse0 sagas SEE NOTE 2,THIS SHEET •• ••• • • • • • •• ���C�'t'W"V'1'/•r'77 j �.. . . LYNN. CONCRETE PER •• •• ••• • • ••• •• •• `�����`�•��CENSE •�F'P�� EMBEDMENT' :,.t- .r;�:... ':• • •'.; .:. ANCHOR ••• • ALL1N t117; • • • Q?:- ••.�C ,t, ;'•_. _• y.. REQUIREMENT -74 No.58705 :.!•:'; 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X",ARE BUCKS WHOSE TOTAL THICKNESS 15 LESS THAN 1-112•.1X WOOD BUCKS ARE • •EDGE, •TYP.ANCHOR TYPE,EMBED L% •••OPTIO F U BE 1 LED ARECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS•2X•ARE IIAW THICK OR GREATER. 7 I ill INSTALLATION DISTANCE L • " '" 1 ' E F TYPE B AND EDGE DISTANCE PER • INST N O E SUB"E OD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ��O ALOR`Op•,:G=am SUBSTRATE,3EETABLES,TRIa�IEET• itels CT N. • • •• • • 'i� ''•••...•• �� VERTICAL SECTION B-B • •• • • 9o: • 3.FOR AiTAC• HNiNT TO MC�gI.;•THE•SjRUCTURAL MEMBER SHALL BE OF A SIZE 70 PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.9 68705 • • • • • • • • • • • •• •• • • • •• •• 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE TYPE EMBEDMENT DISTANCE NOTE 2,THIS SHEET 1X WOODBUCKSTRIP, EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION —.I SHIM"""" Trp,ANCHOR TYPE,EMBEDMENT AND TYPE E EMBEDMENT JJJ��� EDGE EDGE DISTANCE PER SUBSTRATE, .:.•;.• .a': B SEE TABLE 9,THIS SHEET DISTANCE pODUCI'R8148WHD EDGE DISTANCE ` '+. colylagvvlthl6e Florlde J I jd:'. a No G 114'MAX Code 2 ZO2 2 SHIM ,..••s;`• B de Product Conlin TYP.ANCHOR TYPE, ,•r� EMBEDMENT AND EDGE ti f••'' ' t••l•: 11 DISTANCE PER SUBSTRATE, •1 f SEE TABLE 9,THIS SHEET 11 EXTERIOR w USED AT CURVED � .•:•• ' 4 „(�, 11 _ .~�•.:r EXTERIOR 29 FRAME MEMBERS ONLY '•' :`:. IV •r 4 Q 11-718'O.C.MAX. CONCRETFICMU VISIBLE LIGHTWIDTH. 6 1 n PER ANCHOR I F''� WINDOW BUCK WIDTH-2-3I4` ;;�; REQUIREMENT WMDOW BUCK WIDTH CONCRETEICMU th Y WINDOW PERANCHOR c� —a BUCK HORIZONTAL SECTION C—C REQUIREMENT O HEIGHT 1!4'MAX.SHIM •—� y h v ere0 O Al2 STEEL 17 N (q W O SELF-DRILLING SMS J W O W ti VISIBLE (G5),SEE TABLE 9, Z 1L. m J u/6 O LIGHT THIS SHEET TABLE 9: d W HEIGHT= Anchor Subelrale Min.Edge Min.Embedment Max O.C. U U X N Distance spacing W Z O 7 'eN WINDOW P,,Southem Pine 0=0.55 316• T F-'W m O U' 0110 BUCK HEIGHT- d12or0t4410SS Screw Aluminum,8083-T5 into. 3 0.083 ' 2' Z a Z ZO o 2.314• INSTALLATION A35 Steel 318" 0.053"• 12 _ Sleet Sl Or.33 min. 319 0.045(1800' 1T v H Z LL TYPE H P.T.Southern Pine(8G=0.55 9/10- 13/8' 12 g O O EXTERIOR 912 or 014 Steel sorely(05) Aluminum,0053.75 min. 310' 0.083•• 12• n 3081eel 3t 0.003" 1T m P Steel Stud Or.33 min. 5' 0.045 10 0a IT 18D45 ngrouled CMU, STM C•90) 2-117 14f4' IT 9 Z MIAMI-DADE APPROVED MULLION 114'410 SS CreleFlex Conorele(min.3.35 kat) 1` 1314' 12' Z Z 21 (SEE SEPERATE NOA),ALUMINUM, O Concrete min.2.85 ke3 1' 13/4' 1T STEEL FRAMING OR STEEL STUD. ¢ Z W wa�S S Concrete(min.2.85 keg 2-1/T 1318' iT SEE SUBSTRATE PROPERTIES, ifd'Steal Ullreeon Ungrouled CMU. BTM G90) 2-1/T 1-114' 12' o 0 0 TABLE 9,TMI5 SHEET O -Doo 5 Grouted CMU, STM C-90 2-1/2• 1-3f4' 12' !-1f4"MAX SHIM Concrete(min.3.5 kel) 1-114' 13f4' 12• �1L 61 15 Steel Ullreaon proal' CM ,ASTM G90 "IT 1.314' 12" W a a T •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. �1 1X WOOD BUCKSTRIP, •• 041: • • • • • •• a!t!( •asao seuas I SEE NOTE 2.THIS SHEET •• �,.�`�,y 1-YNN • '.r• • • • • • • • • • ` ��''LICENSE••�Ep .. ,;.•.1.':'.�� .. CONCRETE PER •• � EMBEDMENT•,•a' ,;? ! "• 4'..• ANCHOR INS'A UTIONMES:• • • •• .:• • ,•}._ ...,,- i 4•.;' REQUIREMENT _'*'• No.58705 - 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.if ���L - •-• -•• •. • ep/yYDOD 0UCN0 bEPICIED ON THIS SHEET A3.1X',ARE SLICKS WHOSE TOTAL THICKNESS IS LESS THAN I-1/2•.1X WOOD BUCKS ARE !'O•• I�13 INSTALLATION EDGE •TYP.ANCHOR TYPE.EMBEDMENI• • OPTIONAL IPVNI OA�OBL•INSTALID R L TO SOLIDCONCREIE,WOOD BUCKS DEPICTED AS•2X ARE1-112•THICKORGREATER. %� 11 TYPE F DISTANCE AND EDGE DISTANCE PER • * I*TALLbTIA�)Tt�THE JUBSTOA7 (IF 10�D Ij�CKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING �O STAT OF : • �e3 CT�4 ��' '• FCORIDP-•'• VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 9,THISSHI&• a DI 1 • •• ••• ••• �' r`S/ONAk-�? AOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A 81ZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. I/I 1111 1 1111t 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM, A.LYNN MILLER,P.E. P."55705 • •• •• • • • •• •• ••• • • • ••• • • TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET SEE TABLE 10,THIS SHEET TYPE J TYPE K EDGE EDGE _ DISTANCE 114•MAX INSTALLATION DISTANCE r— SHIM EDGE DISTANCE —►{ TYPE I io 2X WOOD BUCKSTRIP 2X FRAMOOD NG.SEEFUP OR FRAMING,SEE PRODUCT'RUNHWED OR FRAMING,SEE NOTE 2.THIS SHEET NOTE 2,THIS SHEET Sending 6,da1W the Florida OalWFna Code O�f'-4�.D 1!4'MAX AotxptonceHo 6J TYP.ANCHORTYPE,EMBEDMENTAND 3 SHIM EDGE DISTANCE PER SUBSTRATE, 8xpf tlo OO SEE TABLE 10,THIS SHEET g f EMBEDMENT Mimi Dade NWoct Cbra 11 3 EMBEDMENT � URVED EXTERIOR USEDATMEMBERS 29 FRAME MEMBERS ONLY (�11-710'O.C.MAX. n 11 A EXTERIOR 11 WINDOW 4 Y BUCK I_ VISIBLE LIGHT WIDTH= y„� 6 ad°a HEIGHT 114"MAX.SHIM III���"- WIDOW BUCK WIDTH-2.314" a 0 — WINDOW BUCK WIDTH }n er slop p N co VISIBLE INSTALLATION HORIZONTAL SECTION E-E 0 J N� g z s N LIGHT TYPE L z w I� co °Moa 0 HEIGHT= UI WINDOW U_ X o O BUCK #10 STEEL FW-•Z OOD O V' atita HEIGHT. SELF-DRILLING SMS 2-3/4" (G5),SEE TABLE 10, Q O Y d• Z o THIS SHEET Z IL Z O TABLE 10: v I— LLO Anchor Substrate Min.Edge Max.O.C. CO Distance S cl 2.112•x,113"Box Nel P.T.Southern Plna SGa0.S6 6116' 6" ® o u~j laays 2.112"x.131"Common Nall P.T.Southam Pins 60=0.65 318 6" db�3 Z 21 2-112"x.146"RooSn Nall P.T.Southern Pine SO=0.66 318' 6" ?� 0 H 6 2X WOOD BUCK8TRIF EXTERIOR P.T.Southern Pins 80=0.55 1!2" 5" O g Z OR FRAMING,SEE 0.093"Aluminum,6063-T5 min. 6116" 6" a 0 along n� #10 X 11"Steel NOTE 2.THISSHEET 'V 1/16"A36 Steel 5116" 6" o Z 6 // �1l4'MAX SHIM 0.046" 18 Ga SNal Stud,Gr,33 6/1G 6" y n ro MIAMI•DAOEAPPROVEDMUWON •MIN.OF3THREAOSBEYONDTHEMETALSUBSTRATE. W Z (SEE SEPERATE NOA),ALUMINUM, X z as STEEL FRAMING OR STEEL STUD. LL LL SEE SUBSTRATE PROPERTIES, INSTALLATION TABLE 10.THIS SHEET sill asap sauag •• ••• • • • • • •• TYPE Jp • • • • • • • • • \\ r7 EDGE DISTANCE • • •• • • • • • ``��\ON.(l-YNN • •• • • • • ••• • 1 •'•CENS INYTALLATION MOTES: • • • • • ` �; e• e•• •• • • • •• ice: '•.7!C �— EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ No.65706 _ AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10,THIB SHEET 2,WOOD BUCKS DEPICTED ON THIS SHEET AS•1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-712".1X WOOD BUCKS ARE -O': ' 13 �� O yp L IF UNITIPAN BEANSTALLED DIRECTLWRO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X"ARE 1.112'THICK OR GREATER. P•• STA El F (V VERTICAL SECTION F-F • eIN1 LT ATION'jp TWE SUBSTRATE Of WOODaUOKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING % O JURISDICTION.• • • • • • • ���` '•.;�COR10P •�y� ee3.FORWiTTACHMEWT/7�IlA��AL•THEMCTEF64CMEMBERSHALLBEOFASIZETOPROVIDEFULLSUPPORTTOTHEWINDOWFRAME. ''�'CSj`S NA �?�`` •e• • lrliltr\ 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.e 69705 ••• • • • • ••• • • • to • • • • • • • • •• •• • • • •• •• •e• • • • ••• • • 7%WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M DISTANCE NOTE 2,THIS SHEET INSTALLATION EMBEDMENT INSTALLATION TYPE M FOR THIS INSTALATION TYPE N EMBEDMENT METHOD ONLY, FOR THIS INSTALLATION 1/4"MAX ANCHORS MAY BE NO 'METHOD ONLY, • MORE THAN 8"O.C. ANCHORS MAYBE NO EMBEDMENT� a SHIM MORE THAN 6.O.C. 7X WOOD BUCKSTRIP,SEE • 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET PRODUCT REP9i1VED OR FRAMING,SEE ' NOTE 2,THIS SHEET m complying with the Florida �1/4'MAX •.'s•• .Au7cceptmtcdim�e1. 3-OSC�2 0 TYP.ANCHORTYPE.EMBEDMENTAND Uote 2 4 TYP.ANCHORTYPE, 6 SEE TABLE 11,THIS SHEET EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 3 SHIM EDGE DISTANCE PER SUBSTRATE, 11 SEE TABLE 11,THIS SHEET 3 , '• USED AT CURVED EDGE DISTANCE +•:•.-. €?SIS 29 FRAME MEMBERS ONLY :+ <3 (Q111-7/8'O.C.MAX. EDGE U IAN n CONCRETE/CMU 11 - PERANCHOR WINDOW REQUIREMENT 4 11 CONCRETE/CMUBUCK M HEIGHT 1/4'MAX.SHIM �r-• I.r- VISIBLE LIGHT WIDTH- 6 PER ANCHOR a to •n�y REQUIREMENT WINDOW BUCK WIDTH-2.3/4' 'S WINDOW BUCK WIDTH EXTERIOR }r •? o oa O N LIGHT INSTALLATION TYPE O HORIZONTAL SECTION G-G o g z -v - INSTALLATION 'FOR THIS INSTALLATION = r rp ,j ono,d WINDOW METHOD ONLY, -V U_ X N d 5 TABLE 17: Z Q 0 (9 •oN BUCK ANCHORS MAY BE NO Min.Edge Mex.O.C. ~W m O O 0,nd HEIGHT- •MORE THAN S.O.C. Anchor 8ubahela Distance Min.Embedment spacing o> O Z o P.T.Southam Pine SO-0.55 9118" 1-318' r Z LL Z O umtmlm 6063-76 min. 310" 0.00 6 LL N12 STEEL N12orN14 410 88 Screw 0.083 A35 Steel 316' '• 6' rn SELF-DRILLING SMS Q (G6),SEE TABLE 10, Steel Shul,Or.33 min. 318• 0.046.18 Oe• 6' THIS SHEET P.T.Southern Pins G-0.55 Bile" 131W e" f��OSS /N laa4s N12 or N14 Steel Screw(G5) Aluminum 0063.75 min. 318' 0.003'• 8' ® Z Z A30 Bleel 318' 0.063" 8' 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Or.33 min. 31W 0.045"(118 Go)' 6" O Z 6 EMBEDMENT AND EDGE U rouled CMU ASTM Go80 2.112' 1-1/4' 12" DISTANCE PER SUBSTRATE, 114.410 SS OvIeFlex ( p alo-S SEE TABLE E THIS SHEET Concrete min.3.35 kel 1" 1.3/4' 12" LL Z Q Concrete min.2.85 ks1 1• 1314' jr O � ~• NN 5 MIAMI•DADE APPROVED MULLION l/1 ti m 1/4'MAX SHIM Concrete min.2.0.6 fret 2-112' 1-316' 12' p Z (SEE SEPERATE NOA),ALUMINUM, 1/4"6tee(Ullrecon U rouled CMV ASTM 600 2-1/2• 1-1/4'. 12' tWy STEEL FRAMING OR STEEL STUD. v X Z a a -i- SEE SUBSTRATE PROPERTIES, Grouted CMU STM 688 2.1/2' 1.314' 12' LL u.. INSTALLATION Ii"IIS Si • • • •W1(t4•Sle�ljtlrecon Corgrete mkL 35ksl 1-1/4' 1314' Ir— TABLE aglt •asap aal,aS TY 1XWOODBUCKSTRIP, . w • • . ., OrouledCMU ASTM Gogo 2-112' 13/4• 12' C7 SEE NOTE 2,THIS SHEET • • •• • • 3 READS BEYOND THE METAL SUBSTRATE. • •• • • • • ••• • `\\\\1111111(///� •, • • • • • • • • • \�� oNy LYNN •eINSTPN.I RNON NOTES: • • • •• \ '��.•..CENSE' EMBEDMENT :• •• - ':' °•`•-.t•. �•-,•♦• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENTANMEDGE DISTANCE LIMITS. 'I!C:• ' ,•• '•" " •-' �y Cqp B • N1 NAUCKS�EPICTW ON THIS SYEETA3t7X',ARE BUCKS WHOSE TOTAL THICKNESS 1S LESS THAN 1-1/2'.1X WOOD BUCKS ARE •• L IF IWITCANME IYSTALLBIB DMEONLY VO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2x'ARE 1-1/2•THICK OR GREATER. 1]_ �• EDGE • INSFALLATIONifOOHESUBSTRATEOFMOOSBUSKSTOBEENGINEERED BYOTHERS ORASAPPROVED BYAUTHORITY HAVING ��0, -7 DISTANCE •• JUr*SDIC7IONP • • • •• • • STAT O 4(/ tORID ••• 3.IZR ATTACHANT 4 AILfrAL:THMRUCT&AL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. �i�S. • VERTICAL SECTION H-H 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIESTO WHOLE SYSTEM. A.LVA'AiLLER P.E. P.E.N 68705 • •• •• • • • •• •• ••• • • • ••• • • • • ••• • • • ••• • • • • • • • • • • • •• ••• • • ••• ASSEMBLY DETAILS FOR 000 i 0• •• • • •• • • FLANGE&EQUAL-LEG FRAMES • • • • • • • •ASSEMBLY DETAILS ••• ••• + ••• �-I'MANFRAMES rltooucr Re:eeWeD s• • • ••• •• lye compiping udtli Iha f7orlda • • • • • • Bulldgrq Cbdo S D ANGLED/CURVED • • • • •• • Aaeluarce No FRAME ASSEMBLY • • • • • ANGLED/CURVED Bxpimli�r�[)N D ,e{ I 90'CORNER • • • • • • FRAME ASSEMBLY FRAME ASSEMBLY • 1 I •• • FRAME SBEMBLY Miura Dade ProductCudro d, ^ 10 I I 1 ¢ ALL CORNERS TO I 10 I ,r USEOASKET I ALL CORNERS TO j AND/OR SEALANT I / USE GASKET I n / AND/OR SEALANT ' / I / EQUAL-LEG FRAME .6 M `L FLANGE FRAME O / o CO O o EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR i MITERED FRAME WITH INTERIOR O ClN N a. C11 FLANGE FRAME AND EXTERIOR FRAME WELDS AND EXTERIOR FRAME WELDS ' d (SHOWN)OR CORNER KEYS AT J� (SHOWN)OR CORNER KEYS AT -� o n 30 SCREW 8093E9.SEALANT AT ALL CORNERS n O.1 p z •rS 30 tl'�L 13 SCREW BOSSES.SEALANTATALL CORNERS =lL LL J p uaw < W V U_ X N d 0 o t Zu 02 0 W eels �> O0 rn O a ~ .094., 2.784 2.784' Z 0.Z U. TABLE 12'. .004' —�I1.4•— .094' —r-I 1.— v F U O ,07A' .062• .074- Item 082' ,074' 062• Q � r PGT Pert tl Description Materiel 1.376• 1.375•-L O I••' 7aa4S 1.876• � .496• 60D• ® m Z to 1 42630 Flanged Frame Alum,6063-T6 t,gpp• 438• 660• 7- 438• O 2 4286 Equel-tag Frame Alum.8083.76 600• -►�{�- .OgO•1°O°° 05g•ip008 4 aam 3 to Z 9 4266 Integral Fin Frame ��� O Alum,6063•T5 O FLANGE FRAME O EQUAL-LEG FRAME 1'125• 4 4265 7/18"Lami,Glass Beadng Alum.6083•T5 2 an- #4263C,8083-Tb #4285,8083 T5 �— h CI 6 4264 LG,Glass Bearing Ak m.8089-T5 W 8a 4270 InetaBelion Fastener Corer 3 FIN FRAME Alum. O 84258,8083•Tb LL M G 0 8b 4224 Installation Fastener Cotler Rigid PVC I arl1 •asap saws 10 70589C Gasket(at g0•cornerjdnts) Pdyelhylene .978• r. - 34s• 11 TP24718 Vlnyl Bulb Weelhereldp Flex PVC,Duro 85+/ . -1 -►{ 1.037• ���ON(LYNN 13 Dow 888,OE 7700 881cane of Equiv. 875' 876• I `� �C�.•��CENSF'•;F)Q 20 71652K Selling Block,Mono.3110"x 7/16"x 4" Neoprene,Duro.85+!•1 21 71704AK Se18ng Block,I.G.3119'x 1-3137'x 4" Neoprene,Duro,85+/-1 E•060• 1--•ir-- .050• No.58705 ,050• 22 DURAK716 7/18 DumSeal Spacer 7118"LAMI I.G.GLASS INSTALLATION stainless Steel GLASS BEADING BEADING FASTENER COVER NB x 1-1/4"FH SM8 ? (1 30 731PQX 08 x V Quad PH SMS O 84256,6083-T5 O ga %�0•••, STA7 F LC/� Stainless Steel #4264,6063-T5 #4270,6063-T6 .,FLORIDP,•' \_�� A.LYNN MILLER,P.E. P.E.e 68705 • e MIAMlo MIAMI—UADE COUNTY,FLORIDA s PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 S.W. 26" Street, Room 208 •AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590, F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) 1V.VAMJ8m1dade.mw/gerar PGT Industries 1070 Technology Drive Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing tha use of construction materials. The documentation submitted has been reviewed and accepted by Miami—bade County PERA— 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 Corinty) reserve the right to have this product or material tested for quality assurance pLrrposes. 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. PERA 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 11SH=7001'Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10%07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Doole County Product Cc,ntrol Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Aroduct Control Section. 0.00 0.00•• MISSILE IMPACT RATING: Large and Small Missile Impoct Resistant. . ... .. . ...... LIMITATIONS: Miami—Dade County Product Control Approv4pd Shutters Or-Nd"ect;ion De�rises shall be required for Glazing Option"M"at installations above 30 Ft, above ground(SeeAeet j of 111. . ; • LABELING: Each unit shall bear a permanent label with the manufacturer's nagIj o;logo, ciU 6.,%6tate,mp�eJ*Z series and following statement: "Miami—Dade County Product C=ontrol Approg'ede.nglessoogw Wise aotel. herein. '. RENEWAL of this NOA shall be considered after a renewal application has Been filed and tksre has�lieeri' no change in the applicable building code negatively affecting the performance aftltis product .0• ;••••; TERMINATION of this NOA will occur after the expiration date or if there has been a redision or change in the materials,use,and/or manufacture of the product or procesg. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the Words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any pc+rtion 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 No. 114405.10 and consists of this page 1, evidence pages 1:_J, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 11-1013.14 MIAMI-DA COUNTY Expiration bate: March 26,2016 �•�` 1 11 Approval Dstb: November 03,2011 �0 Page 1 PGT In ust ries NOTICE!iF ACCEPTANCE: EVIDENCE AN11111) A. VRAWINGS I. Manufacturer',die drawings and sections. 2. Drawing No 4040-..20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. Test reports ori;l) 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 FOC, TAS 203-94 6)Forced Entry Test, per FBC 2411 3.7.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration 'I esting Laboratory, Inc., Test Report No. VtL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.09-0322.06) 2, Test reports Ori:1)Uniform Static Air Pressure Test, Logding per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FOC,TAS 203-94 along with marked up drawings and installation diagram of an alumirwms�igle hung window, with fin frame, prepared by Fenestration Z estinn$taboratb j* Inc.,`rHC Reports No.'s FTL-4958 and FTL-5063, dated 10/03ond•IU2L/06, bplh gigned • sealed by Edrrlundo Largaespada, P. E. •••••• :....: (Submitted under previous NOA No.0 7-0322.06) ••"'• •' ' 3, Test reports Oft:1) Large Missile Impact Test per FBC, TA5�JU 94 • 2) Cyclic Wind Pressure Loading per FJ3C,TAS'203-9A..• ...... along with marked up drawings and installation diagram Of-M3 rjuminum single hung window, with fin frame, prepared by Fenestration `Testing Lhbortory;.Inc.,*TIM" Report No. FTL-4645, dated 08/11!05, signed and sealed eArriundp .eagaespade,: P. E. ' (Submitted under previous NOA No.07-0322.06) 4, Test reports oft:1) Large Missile Impact Test per FBC,!CAS 201-94 2) Cyclic Wind Pressure Loading per 175C, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration 'Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and.FTL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. --Y (Submitted under previous NOA No. OS-1018.01) Jaime D.Gasco ,P.E. eroduct Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-1 PGT Indhstries NOTICE fjV Al Ur;r 1 Al\Ub;: UVIVENLL SUHN111-YED B. TkSTS (CONTINUED) 3) Test reports on:1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 2UL-94 3) Water Resistance Test, per FBC, TAS 202---94 4) Small 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 marled-up drawings and installation diagram of an aluminum single hung window, with lin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s VTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted rinderltrevr'.ous NOA No.05-1018,01) 4) Test reports on:l) 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 marled-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s VTL-4948 and FTLr-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitter)under previous NOA No.05-101'8.01) .... . . .... ...... C. CALCULATIONS •• •••• • 1. tion calculations and structural analysis, cQr)BG 4tng with FSC- •Q • Anchor verifies Y Z . dated 01/11/2011, prepared, signed and sealed by Robert L. U&vk, P. Er Complies with ASTM E1300-04 ...• •• •• ••••• (Submitter)under Previous 1V0A NoJi-0128.03) • .. .. .... ...... D, Qi1ALITY ASSURANCE •••••• L Miami-Dade Department of Permitting, Environment, and Rl�uldtory Affairs (PEII.A) .: E. MATERIAL CERTIVICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.1, DuPont DeNernours & Co., Inc. for their"Dupopt Butacite* PVB Interlayer"dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. I m .Jaime D. Gasco t,P. F. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-2 PGT Indu tries NOTICE OF ACCEPTANCE: EVIDENCE SU$ ITTED F. STATEMENTS 1, Statement letter of conformance and compliances with the FBC-2007 and FBC-2010,dated October 07, 2011, yigned and sealed by Anthony Lynn Millar, P. E. 2. Statement letter of no financial interest and independen(�Y, dated October 0'7, 2011, signed and sealed by Anthony Lynn P,diller, P. E. 3, Laboratory compliance letter for Test Reports No.'s FTLr-4957, F TL_4958, FTL^5063, FTL-4645, FTL-4649, FI'L74723, FTL-4$47, FTI-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edznundo Largaespada,P. F- (Subinitted under previous NOA No. ©7 0322.06 acrd 05:4018.0.1) G. OTHERS I, Notice of Acceptance No. 11-0405,10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window - L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. 0000 0 0000 00.0.0 0 . . 0 0000.. .. . 000000 000000 0000.. 0000 • . • • 0 0 . . .. 00000 . . 0000.. 0000 0000. 00*000 600:00 000000 . 0 . . 000000 0000.. 0 • • . 000000 •• . • :0 • • 00 0 Jaime D, Gasv P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: Marct,26,2016 Apl)roval Date: November.03,2011 E-3 k A GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.5/16"LAMI CONSISTING OF(2)LITE$OF 1/8"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.6/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVS INTERLAYER. C.6/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D.7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E.718"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F.7116"LAMI CONSISTING OF(2)LITES OF 3,116"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAM[CONSISTING OF(2)LITES OF VW ANNEALED GLASS WITH A NOA DRAWING MAP .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®H.13118"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 518"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE SHEET OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES.............1 I.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/0"HEAT STRENGTHENED GLASS GLAZING DETAILS............2 WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PV8 INTERLAYER. DESIGN PRESSURES.......3 J.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/18"LAMI CONSISTING OF(2)LITES OF 3118"ANNEALED GLASS WITH A ELEVATIONS.....................4 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. VERT.SECTIONS.............5 K.13118"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS............6 OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. PARTS LIST.......................6 L.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS EXTRUSIONS...................7 WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PV8 INTERLAYER. CORNER DETAIL..............7 ®M.13116"LAMI IG:(1)LITE OF 118"ANNEALED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR ANCHORAGE....................8.11 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) /3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS, 5.SHUTTERS ARE NOT REQUIRED. 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL4647,FTL-4848,FTL-4649.FTL-4650,FTL-4661,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL PROiSUCT i2EvISED ra co"44yin0 wYh the I+Imide S.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. Ouad ng cmk A ru No 8 r Dn w 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE(HVHZ). V Miami Dodo Predw Control •• •t• • • • • • •• • • •• • • • • • tttiitr •• ••• •• • • • e• \ O� •• NSE Nu 58105 • ••• • • • • *. W- . . . . . . . . . . . IoNi2` WDiwalovill D 2010 FOC • •• • Q70T�IIALOOYdARE tr.srrs __ � O •• FLOR%�p GENERAL NOTES C CHANDEOCAPO(Jt337YPET07EMPEREDFROMHB NOKOMIS.Fl� !E NOTES s ALUM.SINGLE HUNG WINDOW,IMPACT �, �P.O. t6II• . A.AfiIKOLLVAP.E. �Aly MAWB FL 84274 VLrl getter b FL P.E.i{68705 J.J. 212"? ••• • • •NO�i°M••• • • 4H700 NTS 1 71 A04020 • ��__.a... -•_ --. �_.._ _.._ ._._..- • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A A NOTE:_ 1 LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3116"WITH NO CHANGE IN DESIGN PRESSURE. i 1/2"NOM. 1f2"NOM, 41 GLASS BITE 44 GLASS BITE EXTERIOR INTERIOR (ALL SECTIONS) 37 ® 37 80,81 or 82 83,84 or 85 7p 70 11W ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 000 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 6118"NOM. --7/18"LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS r1 n --� I n n f77771 1/2"NOM. 1/2"NOM. 46 GLASS BITE 46 GLASS SITE PRODUCE ROVI813D 86,87,88 or 92 89,90 or 91 as complying w4bthe Florida Om1d!ug Cade Acccpuwco No 70 70 Gx�a )ac r � Mienu adc Pmdua Cmaro 1 1/8"ANNEALED OVT SP NQTH N /GLA�6 • •• 3/1W ANNEALED OR HEAT STRENGTHENED GLASS -.090 SOLUTIA OR PONT PV$INtF,f�r • 0 0 .nAO SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR NEAT S Nr• N A�^ • • —3/18"ANNEALED OR HEAT STRENGTHENED GLASS 1111 1 AIR SPACE LAMINATED ••• ••i ••• ••• i i ••• AIR SPACE LAMINATED \` � 1/8"ANNEALED OR TEMPERED GLASS® 1/8"TEMPERED GLASS® `���•'��GENSt 13/16"NOM. 13/18"NOM. ��6105 13116"LAMI IG GLASS W/5/1616LAMI:• ••• ••• ••• 0 JIM 6"LAMI IG GLASS W/7/16"LAMI • • • • • • • - to 1p 0 W c -so • • • • • • •• • • p gtPts o 2; 000 'A P• U: '°"✓ fao7nt O NOCHANOES THI33HEEr ••• • •,070TECHNOLOor�veP GLAZING DETAILS %�pX, FL..... �� J.R. 04/01/11 C CHANOEDCAPOWSTYPETOTEMPEREAFROMHS NOKOMIB,FL3/276 aa' F FX' f in:V06 a AOD rTEMez ro crfe f.Aau fo.oLAss A, r roNo P.o ,6'L6 ALUM.SINGLE HUNG WINDOW IMPACT ,SSION A�;� � NS1eo li3/!74 • Visibly!)scar s.rawmrt ew www n. A.Lwo mi-Lek,P.E. aa: w": • • • • • SH700 FUII 2 w 11 4040-20 FL P.E.#58706 F.K. WM06 J.J. 2/23187 • •• •• • • • •• •• ••• • • • ••• • • Ili FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE I. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT i WIDTH GLASS TYPE 63" 88" 88" 70" 72" 74" 78" MEETING RAIL 48" A,8,M +80,0 •80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +80.0 -80,0 +80.0 -w.0 �" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +79.0 •79.0 ggSS 52" A.B,M +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +76.0 •75.9 X. 531/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.8 +782 -78.2 +789 -78.9 +76.4 •7b.4 +74.0 -74.0 M L T0531/B C,D,E,F,G,H,I,J,K,L +80.0 -00.0 +80.0 -80.0 +80.0 80.0 +80.0 80,0 +80.0 -80.0 +80.0 80.0 +80.0 •80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION® TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 316" M" 50616- 63" 72" 74" T8" v MEETING RAIL A8" A,B,M +80.0 •80.0 +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +70.0 -70,0 +70.0 -70.0 +70,0 •70.0 HT' 50" A.B.M +60.0 •80.0 +80.0 -80.0 +80.0 -80.0 +79,9 1 -79.9 +70.0 40.0 +70.0 -70.0 +70.0 -.10,01 X" S IFH a. A, +60.0 •80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -78.9 +70.0 -70.0 +88.8 •88.8 +67,6 •67.6 53118" A.B.M +80.0 -80.0 +80.0 -80.0 +80.0 50.0 +78.0 -75.0 +88.0 •08.0 +88.7 •88.7 +85,5 1 -65.5 UPT053119" C,D.E,F,O,H,I,J,K•L +60.0 •80,0 +80.0 •80.0 +80.0 -80.0 +80.0 -50.0 +70.0 -70.0 +70.0 -70.0 *70.0 •70.0 CUSTOM VIEW&RADIUS TOP(FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION® TABLE S. � BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W T. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W1 SASH■78"FLANGED AND 75"INTEGRAL FIN) "O„ MINUS WIDTH I GLASS TYPE 1 17118" 2R 11/18" 28 3118" 33 314 39 5778" 441,115 50 318" 1515/48" -"- SASH �' HT. SS 118" D,E,F,J,K,L +80.0 -80.0 +80.0 80.0 +80.0 �.0 +80.D •80.0 +70.0 -70.0 +700 -70.0 +70.0 -70.0 +70.0 •70.0 HT. MEETING RAIL GLASS TYPES, TEST REPORTS TABLE 4. "X" SASH A.5116"LAMI- 1/8"A,.OW,1/8"A FTL4647,4648,4723,4967 D.5/18"LAMI-(1/8"A,.000,118"HS) FTL4647,4648 C.6118"LAMI-(1/8"HS,.09D,1/6"HS) FTL•4647,4848 D,7116"LAMI- 3110"A,.090,3/16"A FTL-1846,4886 E.7/18"LAMI•(3110"A,.090,3/18"HS) FTL-4845 p„«�Cod�do,WISiw FMrldu " UD F.7/18"LAM/ (318"H8„090,3118"HS) FTL-4646 G.13/18 LAM/10.1/8"T,AIRSPACE,6/16 LAMI• I/6"A,.090,1/8"A) FTL-48A8,4723 I nca4uonse tv H.13(16"LAMI KG-778"T,AIR SPACE,5118"LAMI-(1/6"A,.090,1/8"HS) FTL-4848 8x o 1. 13110"LAMI K3-1/8"T,AIR SPACE,5/18"LAMI-(1l8"HS,090.V8"HS) FTL-4848 ® J.13110"LAMI I3-118"T,AIR SPACE,7118"LAMI- 18"A,.090.3118"A FTL4649,4850 K.13/18"LAMI 10-118"T AIR SPACE y116"Wtlj-(111/:A.010,31WW) •• F'TL-4849.4650,4965 1.13116"LAMI 10-118"T.AIR SPACE!7116"LAN*-(31tWi%.00A 1 ; FTL4649,4650 I I I r r r r M.13/18"LAMI K3-1I8"A,AIR SPACE 618"LA •IJ • FTL-6W3 `�`��y LY Ml<[�cp • • • •• NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2.FOR INTEGRAL FIN DOM•DESIGN PRESSURES USE TkIE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. All 3.AVAILABLE SASH IG TS F�R OUS�Rnt�ROWS ARE 16 b!a'MyJIMIiM TO 38"MAXIdUM.® 0 1 a • • 0'•, L ° JA 100;1/flD W C ET •: D SIGN PRESSURES ��O�' . FCOR oP-• JJ7. 84M1/11 C C7AANOWCAPOLA067YPB 07EAVERWFRWHS •,o7WKGNaFL$W$ S ALUM.SINGLE HUNG WINDOW IMPACT �'�,SIONA� F,K. 11/13W B vo.Ipx tm •""»,* A.LYlf�l A0tt�,P.E. aw ••• • • • • ••• • • m=m Visibb wr eM00 NTS 3 « 11 404020 D FL P.E.1/68706 F.K. bYlA16 J.J. 7/23481 = - --- • 000 0 • • • • • • • • • • • •• •• • • • •• •• 4 53 1/8•'MAX.FLANGED WIDTH 52 1/8"MAX.I.F.WIDTH 49 5/6"MAX.FIXED DLO(ALL) D C 75"MAX. 75"MAX. I, 75"MAX. SEE DLO O // I.F. A - A I.F. I.F. TABLE 0 p .I HEI HT SEE DLO � HEI HT SEE DLO C-1 HEI 3HT A TABLE O /�/ ® TABLE OL j : ._,.... 76"MAX. FLANGED 78"MAX. FLANGED 76"MAX. T HEIGHT HEI T FLANGED SEE DLO "18 �� HEI HT TABLE X ��� SASH SEE DLO X SEE SEE DLO X SEE (MAX.) EIGHT TABLE NO E d TABLE / NOIE 4 481/4"MAX. VENT DLO(ALLI DETAIL B DETAIL C DETAIL A VIEWASTANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 g E� VERTICAL DAYLIGHT I 75"MAX. Max. OPENING I I.F. I F IXED LITE SEE DLO I HEI 3HT E—J HEI HT DETAIL SOIL SILL EE DLO ® L O S TABLE j TABLE 0 A 34 1/2" 34 3/18" 76"MAX. 78"MAX, B 41618" 411/4 FLANGED FLANGED C 41 1/4" 40 7/8" HEIGHT HEIGHT D 52 518" 52 11/16" E 52 1/4" 52 5/18" SASH I 20" 20 O, fms ii Snol'IoriJa SEE DLO TABLE X / OW HIGH SASH SEE DLO TABLE X , SASH T HEIGHT / DETAIL SILL SILL Aak N0 11-101�j HEIGHT A34 1/2" 34 3118" e B 27 7116" 271/8" DETAIL D DETAIL E c 27 7/16" 271/8" nnlo„� ,Morro,rcta"uwt ._.AIL D 16 3/8" 15 3/4" VIEW(CUSTOM SASH)•�: : : •�. ; ; •RADIUS TOP(CUSTOM SASI-IZ E 16 3/8" 15 3/4" _._._�._._ : _ _ •• • • • • • TABLES. , f i • •• • • • • ••• • NOTES: ••� ••: �.: �.• : ..� 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. `Z ,•��pENSF 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. �r 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION, *: No 55705 4,SASH HEIGHTS FOR STANDAR4SlySHQ�IaDOWS1DFiTAI�'B 8 C)ARE BASED ON A THREE OVER TWO FORMAT. ® _ - • � • • • • • - 'k fit.-�,; � J.J. 10/107/11 D NO CMANGi,4.V!0684T • • • • • • molEClu+oLoovonlvE ELEVATIONS _ % O FLS%... O� lsiwJ.a 001/11 c nrocwWoes7russr�E7 N011OA1B"� T6 ALUM.SINGLE HUNG WINDOW IMPACT X" PL o" F.K. l VI" B ADD 1NTEGRAL FIN .F. VERBK)N,CHG.NOTE 3.ADD NOTE 4. P.O.90X Im aaLU a"rr � p,pM, n"" A.LY�Id hJ11LLE�,P,E. fvawM�,FL3127� VrsiblyBarer sH�nO NTS 4 d !! 404020 D F.K. 9!1/05 J.J. Z23l07 • • •t s_ FL P.E.058705 • •• •• • • • •• •• I 2.784"--1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS.(1)6"FROM EACH SIDE OF SASH. 26 Z7 NOTE:BALANCE PARTS USED 1 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING ® BASED ON SASH WEIGHT 9,10,11,15,16 31 MAX• FIXED 2.710" LITE 7,8 OR 17 DAYLIGHT 25 OPENING 25 MAX.FIXED LITE DAYLIGHT OPENING OUTSIDE --�� r MAX.WIDTH SECTION A-A 6 OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS® INswE 23 47 50 MAX. — — HEIGHT 21 2. 46 HIGH I OUTSIDE I SIL br2. MAX. T�; VENT DAYLIGHT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE S) WNS 68j7::�2.11n710" 28 ®I.F.FRAME 53 I PRODUCT REVISED S DE I as complying with the Floride Wilding Code Acecptanco No � 53 Ey 2.946" homw Product Coen 2.330 {HIGH SILL) • ••• 5 • (LOW SILL) s4� A@O 54 • •• • • • • •• • � I LYNN 3 30 ••• ULTRALIFT • •••69 67 `l`ZON��GENSF l 12 ONLY ULTRALIFT Z , 12 No.66rp5 ONLY SECTION C-C =�r SECTIOn-B'•• _ ALTERNATE HIGH SILL (LOW SILL SHOWN) • ••• ••• (HEAD DETAIL FLANGED VERSION) = O. q,dPj,✓,�I•�I W JJ. 10107111 D NO S1FIISSxfiET • • •• • •• • • °10 ''j.1 gTAfE Z` J.R. 04101111 C NO CHANGES THIS SHEET ego •• 1�io SECTIONS ';�,t� ..FL.....'��`: F.K. NOWN8,FL I Jc;T - D-ft11113roa a Arml.f sEcrloNsmcoasamarEa4L tbae Nrs P.O.Egx,ree ALUM.SINGLE HUNG IMNDOW,IMPACT I`rS�S�IONA�- s..r wcsx .r w.ftw ta" A.LYk'ItAILLLIi1,tP.E. Ir.K ar: °Y1 ••• • NOKOMSR 94274 Visibly Betar arnoo Heft 5 a 11 404020 D FL P.E.#56705 FJC a^UOb J.J. 2l2�07 • • • 000 • • • ••••• • • • • • • ••• • • • •• •• .. .. . . . .. .. . ITEM DMVGQA DESCRIPTION POTk ITEIN DIN • • s DEBCRIP310N•• pGri1l 1 4002A FLANGE FRAME HEAD 812225 80 1835 SCREEN SPLINE-.136 IA HARD 8163SK 2 1156 ABX 1.000 QUAD PN.SMS 781 PCA 81 SCREEN CLOTH 6181636 3 4003C FLANGE FRAME SILL(LOW SILL) 812226 83 G C EL 8 X,600)9 ••• 8633402 8 1826 ADHESRIE CELL FOAM PAD 7PAD1628 64 1181.00 M 1.000 PH OSUGME • • �_ _ i�Xt d 40 FLANGE F JAMB 612227 67 • • O T -7lL8 ' T 02 610 7 402b SASH STOP 812244 ® 88 406 SOTTOMRAIL(RIGH SIL •• • 84061 8 4026 SASH STOP EGRE3S)1.126 LONG 612244 B9 4050A FLANGE FRAM=SM.L HIGH 81LL gg060 9 4029 SPIRAL 8111 ANCE,3�^,6!8",OR 11/18" 70 SILICONE,DOW 889,986 OR IV.. 10 1080 ISALANCE COVER,31V OR 518" BBALCVR916 187H. G , 8 18" .0WPVS IN •• - 11 A8 X.760 PH.PN.SMS 703W .MASSt5/1811UMWM, /8 0 VB•1iB"!IS • 12 BALANCE OTTOMBRACKET 7BALTBKT ,OLASB, L /8 S 1/B"HS • 13 085/1 SASH TOP GUIDE - 42604 8 .GLASM 7/I6•LAM, 11817,.090 •• 15 08 X 1 PHILL FLAT HEAD S.STL 78X1FPAX .GLASS,7/18"LMN, 118%1.090 PV8,118'T1S) lie 1080.1 BALANCE COVER,11/18" BBALCVR870 GLASS,7118"LIYuI,(1l8"H8,.090 PVB,1l8"MS 17 4063 SASH 8T COVER 64063 .GLASS.13/18"LAMI K3;118"7,AIR SPACE,6118"LAM,(1/8-A.090 PVB,1/8" 18 4020.1 SASH BRACK 7U1BRKT GLASS•13/18"LAMI IG'1/8"f AIR SPADE 6-16^L16 FDM X E LG.PM.FH.TYPEFS.STL 7832X/2fPFX GLA33,13/18"LAM IG;1/8"T,AIR SPACE,6118"LAM, 1/8"HS090 PVB118l21 A064C fIXEO MEETMG BA064C ® OLASS,13118"lAM K1;1lB"T,AIt 8 ACE,7/18"LAM, 3/18"q,090 PVB,3/18"lyin28 A008C SASH OP RAIL 84008 OLAS8,13/18"LAA41 k3;1/8"TAI 3PACE7118"LAM(3H8 q.o90 PV8,3ne"HS) 25 1236 WSTP1 0 X 270 BACKFI4 SEAL 478184 GLA93 13/18"LAM K8;1/8'?,Adt SP E,7/1d"LAM, I18"HS,.090 Pb8,3118"HS 28 1098 SMEP LATCH 71096 82 13110-1 G;1 116 ( 1 27— 1016 A8 X.626 .SMS 7M0 28 4007 H O L(LOW SILL) 012230 2. 30 1228 WS'TP.,SUL NYL8 2491-2.784 31 4008 BASH (E RAM. 612231 34 1268 SASH FACE GUIDE 42601 .062- 36 062 35 1022 LAM SETTIN BLOCK 3132"X 26!84"X 1" 71622K 1. 36 1062 tA71M K3 BETTW BLOCK 1"X3/4"X 1/18" 71052K 3 97 1224 IVINYL QW.B BULB IC dTP247W,K 08 38 1226 %MW .B BULB 84) 8 48K 41 40398 JOWING SM.6/16LAM GLASS. 640390 47 FRAME,I.F.HEAD 42 40448 4L NVG ,6/18 LAM MRILL KIT 644709 A4071A,6063-Te 314 tPlLYA a wri 7P, I$ LAN b><lLi �• 46 986C G w—G ,7/16"LAM WKiRN L KIT �6 48 FRAME,I.F.LOW SILL 46 4087 BLAZING BEAU,13/18"LAMA I.G. 04087 A4072A 6063-T8 47 4071A FRAAE,I.P.HEAD 84071 ® 2'908 48 4072A FRAME,LF.L SILL 04072 ® rrtcwur.r�tevisE 2,374 m caul wkly Uic 17orku 48 4073A RAM:,L,HIO►(8M L 84073 Ikdldkryi Code- 60 4074E FRAME,I.F.JAMB 84074 Accepi ice it�Comm� 1 U— .,dkl 62 4008 BM.L LATCH(EGRE88)(I.OW SILL) 784009 082 NOM63 1088 SPRING,$LL LATCH EGRES8 78PRNG THICKNE88 rr 2740 SILL LATC SS KaH SLL 82740 4. T1 2. 1 55 1014 SCREEN FRAME(HOR.6 VER. 61014 . I 5F .%.%-nIRE R ENllH4 R.KF.Y.WRINLaR �tA96 T4 KNOM l l l $7 1831 SCREEN CORNER KEY W!OUT RINGS 71631 L` \\��y�(NN MILLER 68 1073 SCREEN SPRING 7CASP p .• ENss * ; 59 1824 SCREEN SPLINE-,136 DIA FOAM 0/824K O FRAME,I.F.JAMB ~� G SO �;' y61Qy 49 FRAME,I.F.HIGH SILL Aao74a,8083-T6 _ *: t1o. * W ® A4073A,8003.76 (USED AS RADIUS TOP HEAD) 1I ; w; o wCdCV*/,:- 0 WCfflNG 87Hl8SHEET PwTot6crr«xoovoravE PARTS LIST t"d7t C CHAN WCAPWASSTYP87v7EMPEREOFI®DMHB NOKOMIB.F18�27et n* '•,'AQP LOVV�FX "GT aklow ..0..m1m ALUM.SINGLE HUNG WINDOW,IMPACT �F.KJJ 1/2407 ►101WIMB,ft tf1�74 VR�lG6Oe+M �"w�"bt °e°` "' A.LYIGW MIIILlk�,P.E. SN7an NTS 8 a 11 4040,20 D FL P.E.A 58706 .. .. . . . .. .. . . . . . . . . . . . ® I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 I F.FRAME • •• •• I ••• II 2 it /- ' 1-2.784-1 2.784 • • • • • •• • �" 2.630 • • • • •-1530• • • 1 • • �2 6or50 O FLANGE FRAME HEAD r •• • •• ••• #4002A,6063-T6 I 2.74 14 • • • • •• : 1 1.749 O FLANGE FRAM9SiL•(coW; :•• WELD #4003C,6083-T6 6 or 50 ALONG SCREW 1 SEALANT OR GASKET Li BOSS(2) 2.710 Q S +5.513 I -.736 I AT HEAD AND SILL .082 , - -r.490 040 T VIEW D-D VIEW E-E (1/1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP O SASH STOP COVER#4068, FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB 7 #4026,8063-T5 17 — 8083 T5 - - #A004,8063-TS - --:o60 (USED AS RADIUS TOP HEAD) -•I 1.165 I• ---jl .670 1.3422.326 -� I-�-2.279 � 1.086-{+--.•I 082 �9 41 GLAZING BEAD #40390,6083-T6 .062— .166 .062 1.979 1.707 SASH SIDE RAIL 31 082 O #4008,6083-T5 OFIXED MEETING SASH TOP LOW 21 RAIL 23 RAIL 28 SASH BOTTOM RAIL( 1 #4054A,6W3HD-T6 O #4006C,6063HS-T6 O #4007,6063-T5 678 050 .050 1.098-�--�-� .__l T GLAZING BEAD 5/1 " PRODuM it ivlsao s7s 8 42 � t t dte Florida os udilla C tg vi 1 • O #40448,8063-T5 Codc 2 328 Builditt6 1.096 USED W/GRILL KIT «' .082 T 2,946 44 GLAZING BEAD 7/18" r_ 3.446 O #4222.6063-TS j Mrwo produu Convo 2.838 683 AL—.050 _ 062 f ma_' 1.097 \� N V" M _ o ,67e GLAZING BEAD 13/18"IG ;, o�� 'Ns•'/��`�'P , h--2.784 46 ; ti� . cE E 1.116T "'j� O #4087,8083•T5 � '•,•!c OFLANGE FRAM HIGH SASH BOTTOM RAIL (HIGH) GLAZING BEAD 7/1858705 89 E SILL (HIGH) 88 45 " =is;' No _ #4050A,8063-T6 O #4061A,6063-T5 O #086C.6063-T6 = ff (USED W/GRILL KIT) - •' W igl/ll&C At7GY6M rES THAY&45'Er � , $1070TECHNOLOOYDRIVE EXTRUSIONS 8 FRAME CORNER DETAIL9NO CHANGES THIS SHEET UPDATEFRA ME CORNERASSEA49LYToINCLUDELF. Narop'x�e�sALUM.SINGLEHUNC WINDOW,IMPACTOM43,FL 34274 1/uyw..rven �. A7/23/07 BRmd HBN 7 11 4040 20 d FL P.E.#56705 . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS ' ' "' ' • • • •• TABLE 6. ANCHORAGE NOTES: .. ._ WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 28.603 34.603 40.603 • 48.601 ••i2.60>i !8.600.• 64.603 78.000 2.1/4"ELCO SS4 CRETE-FLEX ANCHOR TYPE: ® 3-#12 SCREWS to O 2 Z M Z Z cq •y Z m Is • G _U 2 m �� Z 2.APICHOR LOCATIONS ARE BASED ON THE WINDOW GLASS NO o'' pN No' ONQNQ�Q ^io ptpQ I':�^' t„z``' C40 Mo ON F rH,I,J,K,L U U U U $ U U (! 8 s U o" • • 8 N 8 O FOLLOWING DIMENSIONS. s HEAD-18 1/2"MAX,FROM TOP CORNERS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS _ -. _....__ __.._ 15"MAX.FROM BOTTOM CORNERS 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2a' 2 2 '2 2' 2 22 Y 2'2 2 2 2 3 2 2 3 3 a'MAX.BELOW MTG.RAIL 1 111 1 1 1 1 40. a 1. .1 .1 -6 1 ? 1 7 1 7 1 SILL-ANCHORS NOT REQUIRED 11111211 1 222122172222 2 � � 2222' "-'2 T 2 2 2 2 2 2 2 2 3 2 2 33.INSTALL PER THE AUJAGENT TABLE ANCHOR 1 i 1 1 1 1 1 1 1 1• 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF H,I,J,K,L 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2_2J2 2 2 2 2 2 2 2 2!2 2 3 212 I2 2 3 2 2 2 3 3h 2 2 3 3 - - - ®TE 2. 24.0 A,B,M - 2 1 1 1 1 1 1 1 1 1 1 4,TABLE WIDTH AND HEIGHT DIMENSION ARE FOR I I -'' FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 2 2 2,2 2 2 2 2 2!2 2[i 212 2 212 3 2 I+ 2 2 .. 3 3 - 2 3 3 ARE 1"LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 5. ESIGN PRESSURE LIMITATIONS: H,I,J,K,L 12122223122223122323222323222I3332233343233343344 32.000 SIZE BLOCKS OF THE ADJACENT TABLE WITW A ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A _T2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2_5 3 3 2 2 3 3 3 4 3 2 _3[3 3 4 3 3 4�4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN H,t,J,K,L 2 2 1 2 2 2 2 3 1 2,2* 3 2 3 2 22 3 213 2 2 123- 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 PRESSURE FORTH 37 RESPECTIVE SIZE A,B,M 1 1 1 1 1 1 2 1 1 2 1 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 3 4 2 3 3 3 8 4 3 3 3 4 3 6 3 3 4 4 AVAILABLE, PSF 79 JBM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2w' L 22 Z 2 2 2 - - _40.000 2 2 1 2 2 2 2 322 222 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 42 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 221222232223232223232323242333342!334353334453344 PSF 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 J33 2 2 2 2 2 2 2 2 2 TABLE KEY: 44.000 H,I,J,K,L 2 2 2 2 2 2 2 3 22 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 3 4 2 3 3 4 3 .1 3 3 3 4 4'5 3 4 4 6MAX.PSF A,B M2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 (DP LIMTED) 118 .. -- HEAD 2 'RODUCTR6VISED 22222232223232233242333343423343b33344'63446 s�'rcFlri��whhxioFbrixe PS 79 79 JAMB ABOVE 2 3 'td'"x t'o`m 1 l C,D,E,F,G, 2 2 2 2 +212 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 MTG.RAIL __ _- JAMB BELOW 48.000 H,I,J,K,I - - .._..._ ._.-.. ....._ ...___ ..__ _. - - - -- _ 222222233423333423343423343533343533454'•83455 Nientl edoProductcontro 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 MTG,RAIL A B,M -22222223342333342334342334353!3343�533454i83455 (FUILDP) PSF 72 79 79 tt+++III HEAD 2 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 Z 3 3 2 3 JAMB ABOVE 5 .125 H,I,J,K,L 222222232223342334 342 334 343334353344-14103445483456 MTG.RAIL A B,M 2 _. 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW ._._ _ ..._ _ _. .. - _- .- - k _ ._ _...___._ __ MTG.RAS - 2 2 2 2 :21 2 2 3 2 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3 4 3 3 3 4 3 5 3 3 4 4 4 b 3 3 4 6 4 8 3 4 4 IS /, .�� t�LI- J.J, fA.....I x D NOCH4NOESTWrSSHEET -._ _ _: �'. a.'IOlO , 241` JR. oanwnI c nroCMWESTHIssHeer 10707ECHNOLOGYDRIVE ANCHORAGE 1/1 WINDOWS p '. T�,o NOKOMIS,FL 34276 W. "--- ' - "X" •...F.......... Fx. 1lnaroe s AN $ la araCrEoarsrze P.O.BQX 1628 :�---- ALUM.SINGLE HUNG WINDOW,IMPACT FttS'' F.K. 7/Z8A7Q J.,,l 2/23/07 N;OMI8,FL34274 y,,lJt(ygetter 1i11TA°1�' °p"" "o^a A.IYNI<1tA1tIQL P.E. _ einoo NTS 8 11 4040 20 D FL P.E.#68706 .. .. . . . .. .. . ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOPl:LANAED WINDOWS• TABLE 6, ANCHORAGE NOTES: WINDOW HEIGHT 11, ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 29.655 37.156 44.8b6 • 62.166• ••89,655447,156*o 2-1/4"ELCO S84 CRETE-FLEX ANCHOR TYPE. p 74,855 78.000 3-#12 SCREWS WINDOW GLASS "� N Z Z M O N Z 2 M 0 Z Z a t¢i 2 M 0 I •ZZ •Q r>qp MO z Z 2.ANCHOR LOCAT►ONS ARE BASED ON THE O'-O�t 0 O"-O cv N O.-4`� N�i t'!•'�) O�O Q "(3 N O`-O Ft7LlOWING DIMENSIONS: WIDTH TYPE U U $ U U U U y� 4 U U U •�U }N U U U U HEAD_181/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 *231� JAMBS-171/2"MAX.FROMTOPCORNERS 15'MAX.FROM BOTTOM CORNERS 1 1 11 2 2 2 1 2 2 2 2 2612 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 219.1258"MAX.BELOW MTG.RAIL 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED 1� 111111222122222'12222 2 2202 222 22312223232'2232 PSP 78 3.INSTALL PtR THt AUJAUEN'I TABLE ANCHOR • • • •• •• QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 91 1 1 1 1 1 1 1 NOTE 2. 24.000 H,I,J,K,L 1 1 1 1 1 1 212 Ill 212 2 22 2 212 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 312 212 312 31212 2 312 d,�g°�P ABLE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED I WINDOWSDTH AND E INTEGRAL FIGHT SN DIMENSIONS 1 1 1 1 1 1 221 1 22 121 22'22 2 ION ARE FOR 2 2 2 2 2 2 2 2 2�23 23�22 2 3 2 3 22,23 2 322123 2 I---- -. ...___..._ ARE 1"LESS. PSF 68 77 11 PRESSURE LIMITATIONS: C,D,E.F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 j33 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A - -- -.. _. 32.000 H,I,J.K,L ,.-..--- _.-----_.-___ __._ ---- T -"""-'` BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 111111222222232�22233223333312333322433243433243 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY _ _ ._ .. _. _1. OFANCHORS SHOWN IN SOLD.OTHERWISE,THE 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 4 3 3 2 4 3 4 3 3 2 4 3 MAXIMUM DESIGN PSF b8 87 79 PRESSURE FOR THE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 RESPECTIVE SIZE H,I,J,K,L AND GLASS TYPE IS 37.000 111111222222232223332233333343333233433243443243 AVAILABLE. A6M 1 1 1 2 1 1 2 1 2 2 1 _2 2 1 2 2 1 2 2 1 2 2 1 2 11111122222223222393223333334333323�34332434143243 PSF 641 79 62 79 C,b,E,F,O, 2 2 2 2 2 2 2 2 _2 2 2 2 _2 2 2 2 _2_ 2 2 2 2 2 2 2 40.000 H,I,J.K,L 1 1 1 1 1 1 2 2 2 2 2 2 23 2'2 3 3 3 3 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 313 b 3 ASM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 111 2222222322333322334 3334333334 3443343443 353 TABLE KEY: PSF 49 79 58 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2_ 2 2 2 2 _2 2_ 2_ 2 2 2 2 2 _2 2_ _2 MAX.PSF 44,000 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2. 3 2�2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 b 4 (DP LIMITED) 117 A,8 M Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 3 %DUCT RevlsrD n mnydyio8 with 6w Flutidn _.._1_ _.__i._ _. --...�__ _..,_-,-- __._ _- 1__ __ __ JAMB ABOVE 3 3 uildin6Codc 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2�3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 313 5 4 ,—� I-r,p 14 PSF 45 74 b1 74 79 79 MTG.RAIL xr„ 1p �y C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 T34 2 2 2 3 =2 2 3 2 y JAMB BELOW 1y` " 48.000 H,I,J,K,L 111 111 222222332233314333344 443344444354444354 MTG.RAIL inmi aucFtoductCottuo A,9,M _2 2 _2 2 2 2 2 2 2 2 2 _2 3 2 2 2 3 2 2 3 2 2 1 1 1 ? ? ? 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 4 4 3r3 4 4 4 4 4 3 5 4 4 4 4 3 6 4 FULL DP --- PSF 41 B7 48 87 78 79 HEAD 2- 2 - H.IA .L 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 2 2 jr +��ZO�,.�\GENSE 53.125 I,J,K,L 111 111 82222233 3333414 334444 3344443344554 354 554 354 MTG.RAIL ABM 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 JAMB BELOW _ k No-6a? 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 5 3�3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 4 4 3 5 4 5 4 4 3 5 4 MTG.RAIL �- lcwrill D NO Crams rl� SHEEFr ""., -- = I° ° +� ul= JR ' 04/01H1 C AIOIOLY119A10154 1070 TECHDqnE ANCHORAGE SPACING STANDARD VIEW o�0 ' ` sFLoa°P''`O?' I0R QTYl8 RE8TRl0TW 8YSlZt. NO-MS.FL 84476 1 ter ' i, ,t` '••-.,......•'(GC'`: FJc lvrsme a rs s7wcTEDers�zE P.o.aox,6ze .7 ALUM.SINGLE HUNG WINDOW IMPACT �.F`SSIONP� ` F.K. 7/78/!15 J.J, 7 ...... 6,F4 34274 Vi tb(y Better °i1i •TMro ar A.LYNN MILLvk.P.E. I srvoo NTS 9 a 11 4040,20 0 Fl P.E.#68705 l . . ... . . . ... . . . . . . . . . . . ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOMIFLANGED WINDOW HEMP MINUS SASH HEIGHT TABLE 7, ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-114"ELCO TAPCONS SUBSTRATE: 17.125 22.668 28.21 33. 54 39.296 44.83 50.382 55.925 2-114"ELGO S84 CRETE-FLEX ANCHOR TYPE: o v v D U U o U U U • • • !-y- • WNDOW GLASS°'O/V z z`)0 N z z m O z z r� �ro O r0• � O z C co 93 U � () 0 3-#12 SCREWS O O 4 v a•�AF v`� K0 0 C N OV O`3 N 0 0 ®2.�1ENSIONS•CHOR ATIONS ARE BASED ON THE FOLLOWING WIDTH TYPE 0 V C 0 U a a U U • D E F J, 1 1 1 1 1 1 1 1 1 1 1 •1 1 • HEAD-,81/2'MAX.FROM CORNERS 19.125 K L 1 4 1 M• 1• , 1 1 1 1 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS 1 1 1 2 2 2 2 2 2 2 2. .2 2 2..- 2 3 . 2-.. 3.. 3. ._.2 3 3 3 3 11;/2"MAX.ABOVE THE MEETING RAIL 24.000 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ; 1 1 1 8"MAX.BELOW MTG.RAIL K,L j - ...9 i ..2 2 2 2 2 2 2 2• 3' •3 • . . • • 2 •J 3 3 3 3I. gSILL 15"MAX.FROM BOTTOM CORNERS $NOT REQUIRED 32 000 D.E,F,J. 1 1 1 1 1 1 2 1 1 2 1• 1• •1 ♦ file 4• 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM K L 1. ....1 1 2 2 2 3 Z 3 3 g • 3 3 :�' �., 3 a 4 3 4 5 3 5 ®VIEW WINDOWS FROM TABLES 7.AND B,USING THE PSF 79 •• • • • • a 000 • DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR 37.000 D,E,F,J, ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. K,L 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW 2 2 2 3 23 3 3 4 3 1 3 1 3 4 3 4 4 4 5 5 4 5 ®WINDOWS ARE 12 518"MIN.TO 38"MAX. PSF 79 79 79 79 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 40.000 D,E,F,J, 2 2 2 2-2 2 2 2 2 2 2 2 2 -2—F2 2 2 2 -TT-2T 2 2 2 2 A FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE KL _...--.__ ._.__. __ .._-___ -21"LESS. 1 1 1 2 2 2 3 3 3 4.. .,3.. 4- -_4 . ..3 . ,4_ .4 ...3 2 4 ..4 5 5 - q g- 8.DESIGN PRESSURE LIMITATIONS: PSF 79 78 79 77 79 79 79 ®SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD TY OF ANCHORS 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 ? 2 2 2 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM K,L 1 1 7 2 2 2 3 3 $ 4 4 4 q 3 _5 4_. 3_. _6.._ .5 4.. 5-. ..5- -4 6 SHOWN N BOLD. O HDESIGN PRESSURE IERWISE,TH THE OTHE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 70 PRESSURE FOR THE 48.000 D,E,F,J, 2 1 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND K,L 1 1 1 2 2 2 3 ...3.. 3 4 4 4 ..,.5--.._.4._._.6._....-5__.._..4 -8 5. .4._..6 . 8- -6 8.. GLASS TYPE IS PSF 71 79 83 71 78 84 74 88 77 88AVAILABLE. J69TABLE 7.KEY: 53.125 DEF,J. 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 2 3 3 2 3K,L 1 1 1 2 2 2 3 3 3 4 .4_ 4 8- -4 ...g- .65 .__8.,-._.6..._,7_..8.. 5 _ MAX.PSF IDP LIMITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAMB ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE. 12.778 5.776 18.778 21.778 24.776 27.770 30.770 31.108 ANCWINDOWW WPE. N Ti I 19 NN N FULL DPWIDTH HEAD 2 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 J�ABOVE•.._.4_. 24.000 2 , 1 2 1 2 2 MTG.RAIL Rrxlucl aF.vlscu 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 s compty{nC"LL,"',",ntltk 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 ai1dl'�coax «.. Io anu No_ 37.000 79 --w �o 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4- ® TABLE 8.KEY: 74 r pl• c C•MIo1 40.000 _ _ _ MAX.PSF 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3-1-3 4 1-3-14- 4 3 4 (DP LINATED) 112 44.000 88 78 _ JAMB BELOW 2 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5]-3] 4 MTG.RAIL 48.000 83 72 79 _ ti�.•��CENSF •:1' ; 2 2 2 2 2 2 3 2 3 4 3 3 4 3 _4_. _q..__3 4 _._5 3 ...4. .._5. 3 4_- FULLDP e 73 58 88 72 z* No.58705 53.125 JAMB BELOW 2 * ' 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 MTG.RAIL 0•' ! . Nwn4r • '„'cl LL/ JJ. ' rcdD7nf D NO CHANGES 7Hr8 SHEETomw °74-;61 °e' STAT OF J.R.' owl/11 0 NO CHANGES TAW SHEET 1070N01( FL31Y76IVE � ANCHORAGE SPACING CUSTOM VIEW ;0.(� FcORIOP• C�\`'; FK. rrnslroe e iiIAIiiii,,By- D. _ i 6TR/C7FDBY&ZE po.eox,an ALUM.SING_LEHUNG WINDOW.IMPACT �;5,`S/(Dj \ F.K. lY1J m ✓„A y2 7 rmxoMls,r1 auu V7atb y rlernr sl+mo NTS r0 • 11 4040.20 p A.iYNiV 1NdL ,P.E. FL P,E.N 68706 a . . ... . . . ... . . . . . . . . . . AEXTERIOR INTERIOR i + • i i i • •®NOTES: (ALL HEAD AND SILL DETAILS) 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ® CONCRETE ANCHOR APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 3.36 KSI MIN.CONCRETE (SEE NOTE 1&3),,g 2x WOOD BU(iK •• • ••• ANCHOR TO CONCRETE EDGE IS 139'. W88Q AIiDR •• • 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G6)OR ki(SEE NOT 4� • •(SEF.NOT*-24 3 • •• 1/4"SS4 CRETE-FLEX. • • • • • • • • •3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFiT HEADS. 13/8"MIN.,114"TAPCON • • • • ••• • 4•WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE •••'. •1•.314"MIN.,1/4"CRETE-FLEX - TOTAL THICKNESS IS LESS THAN 1 112", ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE OPTIONAL 1x 1�8„ INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" WOOD BUCK �L._ _�! ` ' > �C` MI THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE (SEE NOTE 4) - -;f s •.•.'N •• ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, • 1/4" 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF • • MAX • �„ • • 6063-TS AND A MINIMUM DF I/A"THICK. THE ALUMINUM STRUCTURAL MCMDER SHALL DH • • • • • • OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM •• • • • ••• •• SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM, IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 114' 1 MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MIN. MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1/4"MAX.SHIM—�{ I-.- 1/4 I MIN. I 1/4"MAX.SHIM-- �•-- 8.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. r7lX 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION,SECTION 2003.8.4(SUPPLEMENT 2005)• CONCRETE ANCHOR, � WOOD ANCHOR,FH BELOW MEETING FH BELOW MEETING®RAIL.(SEE NOTE 1&3)® RAIL.(SEE NOTE 2&3) 10 3.35 KSI MIN.CONCRETE OR 1.5 KSI MIN.CMU® INTERIOR (ALL JAMB DETAILS) K OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK EXTERIOR SUBSTRATE(SEE NOTE 41% (SEE NOTE 4)A DETAIL C DETAIL D_ TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX, SHIM 1/4" O `-- -- WOOD FRAME MAX. 1�----"�-_• `SHIM RCDUCT REVISED WOOD FRAME �C c_7 congry'hgt with tha Florida 131"DIA.MIN.-� ilding Code Accalxarca Nu 3.I+ x 2 1/2"NAIL, `_ L'xp" a P.b/G 131"DIA.MIN. AT CORNERS x 2 1/2"NAIL, - __-�- `c ~ AND b"O.C. AT CORNERS ------- - —WOOD FRAME Miaml Pro uct Cont AND b"O.C. 1/4" .131"DIA.MIN. X 2 1/2"NAIL, MAX. AT CORNERS VYNN MI( SHIM ,......... (� AND 5"O.C. �tiG6NSE hu DETAIL F, HEAD * % ( ) DETAIL E.(JAMB) DETAIL G(SILL) `*: NO.587o5 TYPICAL INTEGRAL FIN ANCHORAGE J.J. fav?/fl O NO CHAWES MW SHEET ,070*ECOOO � ANCHORAGEDETAILSJR04/0fIll C NOOHNESTHINFT DVFLOR10"'aC� ADD INT L FINANCHO l/Pm s REORDER NOTES IIOKOMIB,P194276 ,Fssi.....•' \\ PJC• f/f9/OB a , � ° TEC P.O.BOX 1520 ALUM.SI'NGLEHUNG WINDOW,IMPACT 'r,, ONN-j\ F. wfro6 J.J. 2/2sw7 OA°�• sa2Ta vr.rb(y//RIIeY a NTS f t « f t A.LYNRI MILL0h'P.E. 40N0,20 D FL RE.iK 0870b