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WS-14-447 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-208597 Permit Number: WS-3-14-447 Scheduled Inspection Date: August 13, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: VALERIE HALPERN, RICHARD LIBUTTI Work Classification: Window/Door Replacement Job Address:9377 NE 9 Place Miami Shores, FL 33138- Phone Number Parcel Number 1132050070100 Project: <NONE> Contractor: CLEAR CHOICE WINDOWS& DOORS INC Phone: (305)259-6899 Building Department Comments INSTALL 14 WINDOWS AND 1 DOOR WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 12,2014 For Inspections please call: (305)762-4949 Page 4 of 32 Miami Shores Village D V I � Building Department M2A p 2014 • 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY. Tel: (305)795.2204 Fax: (305)756.8972 r- 1 , • INSPECTION'S PHONE NUMBER:(305)762.4949 1/ FBC 20 BUILDING Permit No. 11 I ' PERMIT APPLICATION Master Permit No ,,—3 S H - 13 - 1 � Permit Type: BUILDING ROOFING JOB ADDRESS: 317 N IF, 9 I?Le City: Miami Shores County: Miami Dade Zip: ?J 313 Folio/Parcel#: It -320S - M-1- 01®® Is the Building Historically Designated:Yes NO Flood Zone: R.•c.i.1 uarz.1J L i ba�}i �c OWNER:Name(Fee Simple Titleholder): , Phone#: Address: ct77 w c 9 PL City: FA I A-M t Sl,{G e— S State: �L- Zip: Tenant/Lessee Name: N Phone#: Email: CONTRACTOR:Company Name: (Phone#: '50So(S9 - %99 Address: City: "i State: Zip: Jam($ p Qualifier Name C e r cYl Q.(1 Phone#: State Certification or Registration#: SCC 1311 S 130 1 Certificate of Competency#: Contact Phone#: Email Address: C\Q r ry%g Cl @ C.C.;m POL CA-, C. bry'k DESIGNER:Architect/Engineer: ALIa_ (-0o Q_ Cr RO C-OL- A 00 Phone#: 50S 2.(0y' C 1 0o QQ a� Value of Work for this Permit:$ 1 U Square/Linear Footage of Work: Type of Work: OAddition DAlteration 1 ONew ORepair/Replace ODemolition Description of Work: �J�Q ` CT i S C)0o r S Color thru tile: Submittal Fee$ 4_6 •0 Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$6-1)S/ • �d 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 ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. h absen of such posted notice, the inspection will not be ap roved and reinspection fee will be charged. Signature Signatur -�Z Owner Agent Contractor 0/1 The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this�� day of a�� .20 A4,by'&Iefo 'L 9-�IperC) day of ,201Y.by �L�/'.y+fda i '^� '_ who is personally known tome or who has produced f I-J)()y@d who i ersonally I to me or who has produced 61D As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC:. NOTARY PUBLIC: REC NE CROUTE/ /r ;�`0 v £REtNALD0 DE DE ARMAS Sign4' �� '� O ! S _•; my COMMISSION#FF097028 IlAel STATE OF FLOF�ID/� o „ Print e' t Z ...........oP:' EXPIRES February 27,2018 —Arn 92 (407)388-0153 Florldallotary ry .Com My Commission Expires: *Woe E)gpiros 4/20/20 4 Y omrmssion xpires: APPROVED BY 1 Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) �'�(�;,; +"�' i�r � ?. AC'!'S'�E-'�'CQLIL_,z.El£.G� - "".,� * -,s� �• __-�- � `�„.: wig > p� 0 ' ' tea r r e IR rs�x fnN xx , 3 �� ' � Nz axe I -a„m r+" Y iLl c Iii .�:yy�e9 � S& ,.' :"d''„��•, s +.�,� s3 �', �,'' ,: � a a aZ a� " }1 rF MI - Al _I ag OR NO 1�l` i:.l.� • • • ., � 1 1 1 tl} Y it.: - ; IIL:111.i:.!1 .if4" "J.=^ :•1J.','11' •1`J,'.u,1i `Jt= ✓'i�# IK I yyeJu; • r1.- 1.. � • L' }y'1!1-11. �li.t;.•S. }. V,Mi I ' it �_. ..�..-c'''?'� '],h-,' ::-' �._.SG'�^5�..1:-=�'u' -';_:�=�s��b:,��;-•� YI •: :r. �(}o r.' 1 C1�1L:lli'1"1:�", 'i'/ �MMJ,7.TMft I • SJ 1 l •= r.. t�ORFs 15�xG 193a D fail c� Miami shores Village Building Department �lORiDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR AE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: N/R A. VO OPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE(CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE(CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE(EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ao-% COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: C\e ,c � i 0) yS lkn`'S BUSINESS ADDRESS: CITY �-A% /-fit---d `a STATE FL- ZIP CODE BUSINESS PHONE: ('305 2S i G�99 FAX NUMBER(��) 27% -X0-9 CELL PHONE (0°S)�7� ' �-5$ QUALIFIER'S NAME: M � �• 9 �T0.a10. QUALIFIER'S LIC NUMBER: C C. t I S 1 5 D 1 E-MAIL ADDRESS (IF APPLICABLE): G� Created on 3119109 BY MLDV 1 RV 3126109 MLDV STATE OF FLORIDA DEPARTMENT OF BUSINESS AM PROFESSIONAL REGULATION CONETRIPCTI'ON I=STRY LICENSING BOARD C85-0) 487-13-95 1940 NORTH MONROE STREET WE TALLAHASSEE FL 32399-0783 4U=-ANR, GER1QX EMENELIO CLEAR CHOICE WINDOWS & DOORS INC 14301 SW 15 3RD AVENUE F'L 33-196 �i Cbrigratulationsl With this license you become one of the nearly one million Fi6ridians licensed by the Department of Business and Professional Regulation. L,ur professionals and businesses range from architects to yacht brokers,from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do-business in order to serve you better For information about our services,please fog onto vwwu.rnyflaridaficanse.com. There you can find more irifomration about our divisions and the regulations that impact.you,subscribe to department newsletters and seam more about the Department'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, and:congratulations on your new license! DETACH HERE .•.<�.,, ,ia .. T. ,x. ;M M• ;?•��.. ra �'„ ,r ,,y s{dt..,_{.: :i+f. 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G ,Fr'q':•., :� , ry., ii:{ y. y :v..':^4 SE DI§F`61� AS-REQUIRED"81�i J�1N :`.• ^„"" r ' �n � r ''�y r� i' a 1 a iv s a .w`��,�y,��,r Mg is � .d� �, .�t'Si' .✓j74,. .« *y1�'� ry .�.,.,..(' ..y '-� b .^�`;'��r'L�Cv � S� 2 a. t�`S.h I-^ 1 'A.�"+,�R§�'."a, t ...,sa.:.S,: Y..S l _a,. ._L�a`• as CLEARCH OP ID: DK '`,�% � CERTIFICATE OF LIABILITY INSURANCE DATE 02 28/2014 Y) Q2/28/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE 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(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed, if SUBROGATION IS 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 endorsement(s). PRODUCER Phone: 305-238-1000 NAME: Morris&Reynolds Inc. Fax:3Q5-255-9643 PHONE FAX 14821 South Dixie Highway ac No Ext): A/C No): Miami,FL 33176 ADDRESS: Robert D.Reynolds INSURERS AFFORDING COVERAGE NAIC# INSURERA:Atain Specialty Insurance Co. 17159 INSURED Clear Choice Windows$Doors INSURER B:Ohio Security Insurance Co. 24082 Inc INSURER C:Associated International Mr. Rey De Armas 12335 SW 130th Street INSURER D:Bridgefield Employers Ins.Co. 10701 Miami, FL 33186 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES 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. INSR TYPE OF INSURANCE ADDL UB POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DDIYYYY) (MMIDDIYYM LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CIP146694 02/25/2013 03/31/2014 D%XC KENTED $ 100,000 CLAIMS MADE a OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMB Ea accident $ 1,000,000 B X ANY AUTO BAS1455772746 11/01/2013 11/01/2014 BODILY INJURY(Per person) $ ALL OWNEDSCHEDULED AUTOS X AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 C X EXCESS LIAR CAMS-MADE XOBW4351813 02/25/2013 03/31/2014 AGGREGATE $ 1,000,000 DED I I RETENTION$ $ WORKERS COMPENSATIONWC STATU- OTH- AND EMPLOYERS'LIABILITY X T T D ANY PROPRIETOR/PARTNER/EXECUTIVE Y-- 83032019 11/01/2013 11/01/2014 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1 $ 1,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS t VEHICLES (Attach ACORD 101,Additional Remarks Schedule,U more space Is required) Glass & Glazing Contractor - SCC131151301 CERTIFICATE HOLDER CANCELLATION MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Bldg Dept 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010/05) The ACORD name and logo are registered marks of ACORD Clear Choke 11']rrdows "Door Inc. Wind Speed(mph) 175 Mem,Rfeighr(h](ft)r12.66 12901 SW 122nd Ave Importance Factor 1.00 Height Above Gnd.Level(z](ft) 12.66 Unit 105 Exposure Category D Horizontal Dimen.of Bldg. (ft) 43.00 Miami,Florida 33186 Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection Coefficient Kh 1.03 Coefficient Kzt 1.00 Coefficient Kz 1,05 Coefficient Kd 0.85 Velocity Pressure Evaluated @z[qz](Ib/ft^2) 68.64 Velocity Pressure Evaluated @h[qh](WW) 68.64 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(Ib/ft"2) Mark Comp Type W(in) H(in) S(in) A ft-2 Z4+ Z5+ Z4- Z5- Pos Ne Z4+ Z4- Z5+ Z5- In Zone 10sf Other 24.00 60.00 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 48.6 -52.7 48.6 -65.1 Z5 _y_r a� ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING:AL-FAROOQ CORPORATION, 1235 S.W.87th AVE,MIAMI FL.33174. TEL:305-264-8100 Engineers Seal Engineers Name And Signature Design Date Design Reference Number 2/10/2014 2:59:00 PM Libutti 9377 NE 9th Place r MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Sftet,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) W%V%V.Miamidade.gov/pera/ 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 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 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"SGD-770"Aluminum Sliding Glaas Doors w/wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C,titled"Series 770 Alum SGD-LMP',sheets I through 23 of 23,prepared by manufacturer,dated 08/05/07 and last revised on 10/11/11,signed and sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1,2&3,sheets 7, 8&9 of this approved drawing set for applicable SGD unit sizes,design pressures,reinforcements,glass types,sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC,as applicable. 3. All laminated glazing options are with interior HS glass,see glazing options,sheet 1,5 &6. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affec#ng 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 r 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#09-0826.10 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed b Is L Chand P.E. Y �1 � IAMMADECOUNrY NOA No 11-1018.14 t Expiration Date: February 17,2015 AP�Fi i[ ,Approval Date: December 01,2011 Woody H,Fyie�A115758 Page 1 I lid PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(transferred from file#09-0826.10). 2. Drawing No.PGT0002 Rev C,titled"Series 770 Alum SGD-LM1"'sheets 1 through 23 of 23, prepared by manufacturer,dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller,P.E. B. TEST (transferred S ( ansf rred from file#09-0826.10) Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2 Uniform Static Ai - Air Pressure Test per FBC TAS 202 94 ` 3) Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 Along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory,Inc.,Test Report No FTL-5980,FTL-5993, FTL-6036,FTL-6001,FTL-60149 FTL-6015,FTL-6017,FTL-60231 FTL-6024,FTL- 6025,FTL-60289 FTL-6031,FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales,P.E. Note: The test reports No. FTL 5980,FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09,signed and sealed by Julio Gonzales,P.E. C. CALCULATIONS 1. Statement letter dated OCT 11,2011 of compliance to FBC 2007&FBC 2010, prepared by PGT, signed&sealed by Lynn Miller,P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed&sealed by Lynn Miller,P.E. 3. Anchor verification and comparative analysis dated 08-19-09, 12/03/09, 01/06/10 and last revised on 01/08/10,prepared by PTC, LLC,Robert J. Amoruso, P.E. (transferred from file#09-0826.10) 4. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont De Nemours&CO., Inc. for"DuPont SentryGlas®Plus", expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to"E.I. DuPont Denemours"for "DuPont Butacite®PVB", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11,2011 of compliance to FBC 2007&FBC 2010 and - "No financial interest",prepared by PGT, signed&sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08-19- .. 09, signed by Robert J. Amoruso,P.E. (transferred from file#09-0826.10) 2. Letter of lab compliance,part of the above test reports. G. OTBER 1. This NOA revises#09-0826.10, expiring February 17,2015. 2. Test proposals No(s)09-0177,0177-A,B &C ap�oved by CCp. Ishaq I.Chanda,P.E. Product Control Examiner NOA No 11-1018.14 Expiration Date:February 17,2015 E- 1 Approval Date: December 01,2011 MIAMI• MIAMI-DADS COUNTY A );KADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SNV 26 Street,Room 208 - BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"CA-740"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM% sheets 1 through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Section. MISSILE IMPACT HATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by .the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its } distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-1218.09 NfIAM�Mao#"'g"I Y r. Aid Expiration Date: April 11,2018 MEL#"' Date: April 11,2013 AhPOOVED Page 1 Woody 14. ,AAR#15758 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10,dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc.Test Report No.FTL-7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 12/07/12,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 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. 114624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 12--1499 issued by Product Control, dated July 31, 2012, signed by ► Manuel Perez,P.E. G. OTHER 1. None. �OMWA L�DAS:Z7 Manuel er . . Product Control Ex m r NOA No.12- 9- Expiration Date: April 11,2018 Approval Date: April 11,2013 E-1 ' J MIAMI•DADE MIAMI—RADE COUNTY,FLORIDA 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) 1MV1i.miarnidade.¢oW/econoiI y PGT Industries 1070 Technology Drive • North Venice,FL 34275 SCOPE'. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11PW=701/720182011 Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. Ml)-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., bearing the Miami-Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting.the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 and consists of this page I and evidence pages E-1 • 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 MiAtMI•DADECQUW !1 &A5,6N_' Expiration Date: February 19,2019 Approval Date: July18,2013 Page 1 APPROV9D Woody H 15758 I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Z. Drawing No. MD-720-828, 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 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202--94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of 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 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL-3850,dated'07/18 and 31/03, all signed and sealed by Joseph C. Chan,P.E. (Subsnitted under previous NDA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). �Jajm�eDGasco 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 SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.T.DuPont DeNemours & Co.,Inc. for their"DuPont Sentr}Glas@ Interlayer"dated 08/25/11,expiring on 01!14/17. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property--Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller,P.E. 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. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. 4. Proposal issued by Product Control,dated 07/26/12,signed by Jaime D. Gascon,P.E. 5. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window — L.M.I." approved on 02/02/12 and expiring on 02/19/14. Jaime D.Gascon, Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19,2019 Approval Date: July18,2013 E-2 IANIF ML> DE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 20h Street,Raom 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.mlamtdade.novine 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 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"HR--710"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets i through 11 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., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant, LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after 'a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 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. NOA No. 11-1114.04 MwMhDADeC�JNTY Expiration Date: December 21,2016 Approval Date: February 16,2012 APPROVED Page I Woody '"i s8 A,M1575 8 4 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. _ (Submitted under NOAAIs No.'s 67-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 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. 07-0815.09) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,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. FTL4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P. E. (Submitted under NDA 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 20194 .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 20294 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.Gas co ,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 F13C, 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 Butaciteg 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 "Sailex HP Glass Interlayer"dated 04/17/2008,expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07111 signed and sealed by Anthony Lynn Miller,P.E. 4. Statement letter of no financial interest, conformance and compliance with 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 NOA No. 07-0815.09) JaimeD.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 FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada,P. E. (Submdtted 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. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceinber 21,2016 Approval Date: February 16,2012 E-3 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR .GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) DESIGN PRESSURE CHART NOA DRAINING MAP GLASS STRENGTHS- T=TEMPERED HS=HEAT STRENGTHED INTERLAYER TYPES- SGP= .090 DUPONT SENTRY GLAS PLUS DBPVB =.090 DUPONT BUTACITE PVB SEE TABLES 1, 2 & 3 ON SHEET G3-7/16"LAMINATED:(2)LITES OF 3/16" HS GLASS WITH AN.090 DBPVB INTERLAYER. SHEETS 7, GENERAL NOTES.............I G4-7/16"LAMINATED: (2)LITES OF 3/16" HS GLASS WITH AN.090 SGP INTERLAYER. 8 & 9 QUALIFIED CONFIG..........2-4 G3A-9/16"LAMINATED: (2)LITES OF 1/4" HGLASS WITH AN .090 DBPVB INTERLAYER. GLAZING DETAILS............5-6 G4A-9/16"LAMINATED: (2)LITES OF 1/4" WS–GLASS WITH AN.090 SGP INTERLAYER. ANCHORAGE.....................7-15 "� n_ A n ( � DESIGN PRESSURES.......7-9 G5-1��LAMINATE I.G. 3/16 T EXT.CAP+3/8 AIR SPACE+7/16 LAMINATED: 2 LITES OF 3/16 HS GLASS WITH AN.090 DBPVB INTERLAYER. ELEVATIONS.....................15-16 G6- 1 LAMINATED I.G. 3/16"T EXT.CAP+3/8 AIR SPACE+7/16 LAMINATED: 2 LITES OF 3/16 HS GLASS WITH AN.090 SGP INTERLAYER, CONFIGURATIONS...........17 G5A 1 LAMINATED I.G. 1/4 T EXT.CAP+5/16"AIR SPACE+7/16"LAMINATED:(2)LITES OF 3/16" HS GLASS WITH AN.090 DBPVB INTERLAYER. VERT.SECTIONS..............18 G6A- 1"LAMINATED I.G. 1/4"T EXT.CAP+5/16"AIR SPACE+7/16"LAMINATED:(2)LITES OF 3/18" HS GLASS WITH AN.090 2.DESIGN PRESSURES: SGP INTERLAYER. HORIZ.SECTIONS............1920 -- A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. PARTS LIST....................... 21 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. EXTRUSIONS.................... 22-23 3.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4.SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6.REFERENCES: TEST REPORTS FTL-5980, FTL-5993,FTL-6001, FTL-6014,FTL-8015, FTL-6017, FTL-6022,FTL-6023,FTI..-6024, FTL-6025, FTL-6028,FTL-6031, FTL-603:3 AND FTL-6036,DATED 8/7109. ELCO TEXTRON NOA:07-0425.01,03-0225.05, ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM 2005 ALUMINUM DESIGN MANUAL 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 8.DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE,AS APPLICABLE. 9.CONFIGURATIONS!SEE DP TABLES(SHEETS 7-9)AND CONFIGURATION ILLUSTRATIONS(SHEETS 2-4). A. D.L.O.WIDTH=PANEL WIDTH-7" B.D.L.O. HEIGHT=PANEL HEIGHT-8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS.13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"OR 5116-ULTRACON(FORMERLY TAPCON)CONCRETE SCREWS OR 1/4"ELCO SS4 CRETE-FLEX.SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. �>a��t��.> . 2. FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(G5). 1/4"ELCO S§S4 CRETE-FLEX MAYBE USED INSTEAD OF#12 SCREWS(PAN HEAD). �' 6oa' I)–Ib t�•/ 3.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2-THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS z Q DEPICTED AS 2x ARE 1 112"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. ..�� 4. FOR ATTACHMENT TO ALUMINUM:THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063 T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN-THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE#12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3,SHTS.7-9,FOR ANCHOR TYPE 4 ARE ACCEPTABLE. S. IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,-NON-SHRINK, NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS) (MAX. 1/4-SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concrete Screw Anchorage Mlulmum Embeument and Minimum Edge 0 we Requirements Concrete strength Requirements Mawnry Strength Requln ments Head and SII! 1 Jambs Type Dia. 4c' Ungrounted CMU ASTM C-90 concrete UnlIN' 2700 psi ASTM C•90 with grout caMomdng .Grouted CMU grouted CMU Ecco Ultrecon Grouted CMU to 8eclkms 2108.2.2.1.2 and Dia. Min.Emb. Min.Ed Min.F-mb. in.Ed Min.Emb. Mln.Ed 6118" 3500 8809 of ttre FOC. Boo Uftracon 114" 1 318 2 112 1 114 2 112 1 3/4 2 v2 Crete-Flex 384 114" 335 1 psi 8116" 1 3/4 1 114 1 114 1 It/1e 1 3/4 2 112 MOO Crete-Flex 384 114^ 1 314 2 112 1 1!4 2 112 Nm Recommended 0911nitiont Emb.=Embedment (Anchor Tension) P-Hook Mounting Adapter(Anchor Shear) Ed Edge Distance , LY3VN P�liook „ cod Screws{Head 3111&lambs)in. Concrete Grouted CMU Concrete grouted CMU Min =Minimum Type in.Emb in.Ed : a,�`,.•'��GENSF Type Dla. Min.Emb. Nn.'Ed Mtn.F-mb. Min.Ed Min.Emb. Mfn.F.d Min.Emb. Min.Ed #12 Wood Screw 1 318" 1" q�? Ecco wtrecon va^ ata 2 1/2 1 a14 2 1/2 1 814 2 1!2 1 ata 1 va CONCRETE SCREWS STRENGTHS: Elco Crete-Flex SS4 1318" 1" 7�C ; Ido.58705 Elco Crate-Flex SS4 114" 1 3V4 2 1I2 Not Recommended 1 3!6 2 112 Not Recommended FY MAV,=135 KSI UNLESS QTHERWISE NOTED – +zey awe: ,e: Fu MIN.a 177 KS1 �� '.,, - ° N�t1 :; 1 J.J. 10/91/11 C. FBC 2010 CODE CHANGE i'p STATE W: LU 1070 TECHNOLOGY DRIVE GENERAL NJTES• '" ` wP '.�iC�'••.. FC0��4P•'' C9 wm—s. a � SMC 01/05/10 B PER M1AM1 DADE COMMENTS NOWWS,FL 34275 SERIES T70AL M SGD-LM! '�i `S►ONAL SMC 11/16/08 A PER MIAMI DAVE COMMENTS PO.8QX I= 1/tr�III ti araxm8js Date �' Dere: NOKOMA%a 34274 ?2,VF T A.LYNtV MILLER,t.ESMC 08/05/07soD770 NTS 23 PGT0002 C P.E.#68705 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SEE D.P. TABLE, SEE D.P. TABLE, SHTS. 7-9 SHTS. 7-9 SHTS. 7-9 c u 3 SEE p SEE ' P 1 SEE DP 1 / s f �� DP 4 ei g + DP TABLE T 2 w TABLE $ / / s a 91, SHTS. fig' 1 '61 TABLE _ / SHTS. / / ��; SHTS. s $ gl 7 9 1 , I 7-9 - 1 � , I 7 9 j I I I X xx, oxo, oxx, xxo, XXX, 3 , SEE Q.P. TABLE, XXP OXXp, XXXP SHTS. 7-9MaAIV , . c a 90°CORNER w �t tow Ptedft �.. .., fn. it—int •14 SEE 1 N ; { ��.. s ;j MAT DP rTl\ TABLEf Jill g SHTS. / , / I 1 7-9 X t 1 1 OXXo, XXXO OXXX XXXX 7 � y � XX)O(p L CORNER, TYP. POCKET, TYP. POCKET DOORS. ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING oWf LYNN DETAIL "S" OR "T" INSTALLATION. EXAMPLE: `,• ��:,,;........41erF,�,'' X)= IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp, OXXX IN POCKET ;•' CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. _ No. 58705 X SIGNIFIES OPERABLE PANEL O SIGNIFIES INOPERABLE PANEL. 40/94/99 C NO CHANGE THIS StfMr ��•.. S7A7 E OF .•'l��/: SMC 04!05!90 8 PERM14 DADS COMMENTS 107 SNS,FL 34 76 HE QUALIFIED COIVFIGURAT101VS 'ss` SMC 44/98!09 A PER MMMT DADE COMMENTS P.O,BOX im SERIES 770 ALUM. SGD- LMI �,, DNAL ar sy Osla: NOKOMIS,A34274 sorra se lamer st+nec crateWa rmr. i�j i I i 1 SMC 08105/09 A.L.YN4 MIL k P.E. sGm�o IVTS 2 23 PGTOt102 c PXX 58705 SEE D.P. TABLE, SHTS. 7-9 , s SEE DP f 1 TABLE \MAW / f / 1 / ° p c 1 1 1 �I SHTS. s T / / f f / s ► a , IV 1 � , oxxxo, xxxxo oxj=9 xxYmp -s��- X)UU(Xp 4 SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, SHTS. 7-9 `wwpft "' �....� 1 is . MPAW SEE DP ab1 TABLE / a� SHTS. R f / _ f 7-9 T Weill s � s � , i oxxxxa, x:x)UUco, o xxxxxxp APPROVED CONFIGURATIONS = *:' NO.58705 = rte,reaer nem � �� — J.J. 70!79/79 C NO CHANGE Tms sHEET ,�'•, a!ATE tv SMC 09105/70 B PER MLAMIDADECOMMENTS 10707S"CLOGYDRNE .QUALIFIED CONFIGURATIONS :Q,� •. • � r NOKOMIS,FL 34275 r+e ''i�S ••!ctOR10P••w,�.z SMC 97/78/09 A PER MIAMI DADECOMMENTS P o.eqX I= SERIES 770 ALUM. SGD-LMl o�r+m NOKOMIS,FL 3aX !?atm , SMC 08105/09 ® sae ® O+awamnta + A.LYNI�II�IL�. �iti P E. s�n7To 1V TS 3 of 23 PGT0002 C P.E.#68705 .`f,,. APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7-8 I SEE 1 DP 'la l TABLE o P / / / / / / / , g � SHTS. T / / / 7-9 1 a I i oxxxxxo, xxxxxxo, oxxxxxx, p SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, • SHTS. 7-9 Fiviy' ' '1-4 ur�re�te• a SEE I DP / / / / TABLE SHTS. S / / / / M4 AJ41 jr-1 7-9 I I I I oxxxxxxo, xxxxxxxo, oxxxxxxxv XXXXXXXXIxxxxxxxxp _, �• '>k • No.58705 rzeWe,P Ogre sem 'd .• '(r0 iY �1 ' L!J J.J. 10/11/91 C NO CHANGE THIS SHEET =�J ° ' STATE OF l070TECHNOLOGYDRIVE QUALIFIED CONFIGURATIONS O SMC 01/06/10 B PER MIAMI DADECOMMEWS NOKOMIS,FL 34278w;w sn o T:ne= A PERMwMrDADECOMMEWS P.O.eoxIsle SERIES 770, lLUM. SGD-LMl �js`S/OrN��R{{4-' over c�,edcea Oars: NOKOMIS,FL 34274 ® �x seer mena� mw- come-106109 A.LYNN rMI1.LER`P.E. 3MC SGD770 NTS 4 a 23 PGT0002 C P.E.#88705 EXTERIOR 2U2 3/96" HS GLASS' EXTERIOR 3/16"HS GLASS .090 DBPVB .090 SGP 3/16"HS GLASS 74 3/16"HS GLASS 74 7/96"NOM. 7/16"NOM. 82 82. 3/4"NOM. 3/4"NOM. GLASS GLASS 80 BITE 80 BITE ___z 1 7 54 54 7116" LAMINATED GLASS TYPES G3 7/16" LAMINATED GLASS TYPES G4 minuc3r mvism tay�iytq+.tom ilse t EXTERIOR 2Q3 1/4"HS GLASS EXTERIOR " ��a'tz� 2O5 1i4 HS GLASS r .090 DBPVB �1 .... 114"HS GLASS � 74. .090 SGP 1/4"HS GLASS 74 9/16"NOM. 9/16"NOM. ( 82 - 82 3/4 NOM. 3/4"NOM. GLASS GLASS 81 BITE $1 BITE f T_ -1 54 54 9/16" LAMINATED GLASS TYPES G3A 9/16" LAMINATED GLASS TYPES G4A LYNN •.....•. .. 'k N0.58705 if : Lu J.J. 10/11/11 C NO CHANGE THIS SHEET ••' t!I1 A E 1 fit! = If IMTECHNOLOGYDRWE GLAZING DETAILS %Q.c��'• Fto> �o�'•''• %� nrOxoMrs,Ft 34275 , : ,, ••.......... le sMc 11/18/09 A PER MIAW DADE COMMENTS r?a eox 1529 SERIES 770 ALUMINUM SGD- LMI ''�S&IO N A- S er Dare n e ar WWI NOKOMk%FL 34274 0 � � saw 8�eet A.LYNN M�11tK,tP E SMc 8/0x/09 SGD770 NTS 5 23 PGT0002 C P, #ggypb EXTERIOR 83/16"HS GLASS 3/16n HS GLASS .090 DBPVB EXTERIOR .490 SGP 3/16"HS GLASS 3/16"HS GLASS 3/8"AIR SPACE 74 3/8"AIR SPACE 74 3/16"T GLASS 3/16"T GLASS 1"NOM. 1°NOM. 83 83 3/4"NOM. 3/4"NOM, 79GLASBs � ?9 GLASS ITE TRUSEAL DURASEAL SPACER TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 55 1" LAMINATED I.G. TYPES G6 55 er��cT wcvuf� EXfERIOR 3/18"HSG— LASS 2 3 3/16"HS GLASS .090 DBPVB EXTERIOR .090 SGP '' 3/16"HS GLASS 3/16"HS GLASS 5/16"AIR SPACE 74 5/16"AIR SPACE 74 1/4"T GLASS 1/4"T GLASS 1"NOM. r1"NOM. IF 83 83 3/4"NOM. 3/4"NOM. 7� SLS GLASS 79 BITE �tirt�rr� TRUSEAL DURASEAL SPACER TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5A 55 55 o��.�YNN•M/��F 1�� LAMINATED I.G. TYPES G6A � ��.•• �csi�sF ••'� '� 14o.58705 RMWDem n JFI 1 LU J.J. 1W91/11 C NO CHANDE THIS SHEET ° OF u ftWd My. Dem 90707ECHNOLOOYDRAOE GLAZING DETAILS %�O•''• s�Ars P 2, i PLOR%O V' SMC 91/16/09 SAA PER MIAMI DADE COMMENTS KORO.BOX fs29 6F ,/�� sON AL ` SERIES 770 ALUMINUM SGD-LMI 8y. Dete: GYrectmd Dem: NOKOMtS,FL 34274 7� � seemtmtodes s� �!�1.L.._�t SMC 08/05/09 R�,q sQ0770 NTS 6 "► 23 PGTUO02 C A.L PER 887"05 P.E. DESIGN PRESSURE AND ANCHORAGE-UN-REINFORCED-STANDARD STILE-STANDARD ASTRAGAL TABLE 1, DLO WIDTH=NOM. PANEL WIDTH-7" DLO HEIGHT=NOM. PANEL HEIGHT-825" S >HEAD&SILL(H&S) INTERLOCK,STRAIGHT&CORNERASTRAGAL CLUSTER PLUS INTERMEDIATEANCHOR QTY,PER PANEL H&S, >JAMB ANCHOR QTY. >FRHOOK ANCHOR QTY. Anchor Types: 00 G3-7116"LAMINATED GLASS-(3116"H.S./PVB/3/16"H.S.) 1) -1/4"ELCO ULTRACON(FORMERLY TAPC ON INT. G3A-9/16°LAMINATED GLASS-(1/4"H.S./PVB/114"H.S.) 2) -1/4"SS4 CRETE FLD( G5-_7/16"LAMINATED I.G.U.-(3/16"TEMP.!AIR/3/16°H.S./PVEI/3/16"H.S.) 3) -5/16"ULTRACON G5A-7/16°LAMINA'T®LG.0-(114"TEIVP:/AIR/3/16"H.S./PVB/3/16"H.S.) 4) -#12 STEEL SCREW(G5) -SEE A NCHORAGE NOTES 1&2 ON SHIM'1. 80 84 UNIT HEIGHT 90 113 96 Z V p Z U p Z U p U U p 67 EXT. NOM.PANEL FRAME Oz O z O z z WIDTH SIDE U O v O v O v STANDARD ASTRAGAL U 0 (� C to N �;, �r N .� N ,� STANDARD STILES C T N C4 `` N INT C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 . GLASS TYPE-3,3A 5,5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 61 aTi B H&S 04+1 C4+1 C4+2 - 24 JAMB 10 10 10 10 .10 10 10 10 10 10 10 10 - 2-U X g 2 D2 P-HOOK 5 5 5 5 5 5 5 5 5 5 5 5 11e GLASS TYPE-3,3A,5,5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 6 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+21 �T 119 30 JAMB 10 L 10 10 10 10 10 10 10 10 10 10 10 800 OUTSIDE CORNER P-HOOK 5 1 5 •5 5 5 5 6 5 5 5 5 5 GLASS TYPE-3,3A 5,SA +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 ]C4+2 C4+1 C4+1 C4+2 61 118 38 g JAMB 10 10 10 10 10 10 10 10 10 10 10 INT. Mir�DiICT�Y!lIB� as ARWk*wig illi l�r4lr d` P-HOOK 5 5 5 5 5 5 5 5 5 5 6 >rtN 1•-to GLASS TYPE-3,3A 5,5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 .y, H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+1 C4+1 C4+2 42 JAMB 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 5 5 5 5 6 6 8 6 6 �'GLASS TYPE-3,3A,5,5A +60 .50.0 +60 -60.0 +60 -60.0 +60 -60,0 120 I! H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 G48 g JAMB 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 5 6 6 6 6 6 6 7 1 7 1 7 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL. 0 = EXAMPLE ON SHEET 10 900 INSIDE CORNER 2.WHEN USING THE 21/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 4"SILL POSITIVE WATER DP IS 60.0 PSF MAX. TABLE 1 A. OH LENGTH (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. SILL HT.VS POS.DID 3.4",31/4"AND 2112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION SILL RISE + WHEREAS THE 1 112"SILL IS NOT AND MUST ONLY O DESIGN OVERHANG BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE HEGHT LOAD OH LENGTH DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED FLUSH 1-1/2" WA OH OH HEIGHT1 1 l 11 fill WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE i LOW 2-1/2" +46.67 PSF HEIGHT `�' ,( �.YNN,ly/( FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM); EQUAL TO 1 � � �c� � OC ` •''• NSF '•..'Q '. THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. MED 3-1/4" +60.0 PSF +�` OR GREATER �\Qa�t• v�OE •.,• 4.SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT HIGH 4" 0 PSF+60. I INFORMATION. p t4o.g8705 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. SEE NOTES 1-3 SEE NOTE 3 * �. ftndsy tats tievt�ne ..-Cl• �� /'a II t+ .�� J.J. 10/11/11 C NO CHANGE THIS SHEET SYAT Wiwi DP AND ANCHORAGE %�O'' E Off. ': !0711 JFCHNOLOOYDRlVE i X%, •• PtORNO.• ��,: SMC NOW PE'RMIAMI DARE COMMOM NOKOMIS,FL$4276 7x i . MI '° SERIES 770 ALUMINUM SGD-LMI '�,SSIONAL 8MC ltttllOB A PERMWMlDADECOMMElV7'S P.O.BOX 1629 am-ar, Inaw. NOKOMS,R324 , A L N RPt.tE lag* .SM 08/069 a ` meS a 29 nPG7f0UPNT7 7• .y DESIGN PRESSURE AND ANCHORAGE-UN-REINFORCED-HEAVY DUTY STILE-STANDARD ASTRAGAL TasLE2 >HEAD&SILL(H&S)INTERLOCK&STRAIGHT&CORNERASTRAGAL CLUSTER PLUS INTERNI ATEANCHOR QTY.PER PANEL H&S, >JAMB ANCHOR QTY. >P-HOOK ANCHOR QTY, 81 G4.7116-LAMINATED GLASS.(3118"H.S./SOP13/16"H.8.) Anchorlypas:1) '1t4"ELCO ULTRACAN(FORMERLY TAPCC�N G4A-0110'LAMINATED GLASS-(1/4"H.S./Sept 1/4-H.S.) 2) •114°554 CRETRACO G6-7/lir LAMINATED LQU.-(3116"TEW./AR/3/16"H.S.J SGP/$/18"FLS.) 3) •5/16"84 CMON ELFLEX MA-7118"LAMINATED LG.U.-(1/4"TEMP/AIR/3116"H.S.I SGP/3H6°FLS.) 4) -5/1 -ULT SCREW(Gb) 'SEEANC HORAGE NOTM 1&2 ON SHEET I. UNIT HEIGHT 80 84 1 90 98 1 102 108 114 120 V a Z V Q V O U p V C3 G V G NOM.PANEL FRAME v O vOz O z z0 z O O 67 WIDTH SIDE q O p O vN It N �+ STANDARD ASTRAGAL N *' N P N N HEAVY DUTY STILES GLASS TYPE-4.4A,6,6A 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -80.0 i 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 I H&S C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 04+1104+1 C8+2 C4 +1 C6+2 C4+1 C4+1 C6+2 C4+1104+1 C6+2 24 }i JAA1lB 10 10 10 10- 10 10 10 10 10 10 10 10 12 12 12 12±1 2 12 12 12 12 12 12 12 a P-HOOK S S S 5 S 5 5 5 b 5 5 6 6 6 8 8 8 6 g g g g 6 SEE SHEET 7 OR 9 FOR 900 GLASS TYPE-4,4A„8;6A sob -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 INSIDE 8 OUTSIDE CORNER DEPICTION H&S C4+1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 IC6+2 C4+1 C4+1 CS+2 C4+1 C4+9 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 30 JAMB 10 10 10 10 10 10 10 10 10 10 10 12 12- 12 12 12 12 12 12 12 12 12 12 P"Ht}QK 5 6 5 S 5 S. 5 5 5 5 5 .6 6 8 6 6 $ 6 6 1 6 g 1 6 g DLO WIDTH=NOM. PANEL WIDTH-"r GLASS TYPE-4,4A,6,BA 60.0 -60.0 60.0 -60A 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 -60.0 -60.0 60.0--MO DLO HEIGHT=NOM.PANEL HEIGHT-8.25" H&S C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 nCS+2C4+1 C4+1 C6+2[!12 +1 C4+1 C6+2C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 36 JWU18 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 P-HOOK 5 5 6 5 5 5 5 5 5 5 6, 6 6 6 6 6 7 7 7 7 7 7 GLASS TYPE-4,4A,6,6A 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -80.0 60.0 -60.0 60.0 -60.0 60.0 -80.0 60.0 -60.0 g *P: C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+1 C4+i C8+2 C4+1 C4+1 CS+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 42 10 10 10 i0 10 10 10 10 10 10 1010 12 12 12 12 12 12 12 12 12 12 12 12 5 5 5 5 5 5 $ 6 6 6 8 $ 8 6 7 7 7 7 7 7 8 8 8 8 GLASS TYPE-4,4A 8,$A 60,0 -6010 60.0 -60,0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 , H&S C4+1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+7 C$+2 C4+1 C4+1 C6+2 C4+1 C4+1 C$+2 C4+1 C4+1 C8+2 'M& "�b�`tf'}y 48 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 '�I111 2 I s P-HOOK 5 5 S $ B 8 8 6 8 7 7 7 7 7 7 1 8 1 8 8 a 8 8 9 9 9 L.Ltaa% �y GLASS TYPE-4,4A,6,6A 60.0 -80.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 H&S' C4+2 C4+2 C5+2 :24+2C4+2 C5+2 C4+2 C4+2 I C6+2 C4+2 C4+2 C5+2 54 JAAt18 10 1 10 10 10 10 . 10 10 10 1 10 10 10 10 P-HOOK 6 8 6 $ 6 6 6 6 7 7 7 7 PANELS OVER 48"WIDE GLAss TYPE-4,4A,6,6A 60.0 -60.0 60L -60.0 100.0 .60.0 -60.o NOT AVAILABLE OVER 96" HIGH H&S C4+2 C4+2 C6+2 C4+2 C4+2 C5+2 C4+2 C4+2 I Cy C4+2 C4+2 C5+2 80 JAMB 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 6 6 8 8 8 7 7 7 7 7 8 1-POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 114"SILL. +� = EXAMPLE ON SHEET 10 2.WHEN USING THE 2 V2"SILL, POSITIVE DP IS 46.67 PSF MAX.WHEN USING THE 4"SILL POSITIVE DP IS 60.0 MAX. OH LENGTH (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. TABLE 2A r 3.2112",31I4"AND 4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE SILL HT,VS POS.DP OVERHANG 1112"SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED, POSITIVE DESIGN SILL FUSE (+)DESIGN OH LENGTH PRESSURES SHOWN IN TABLE 2 MAY BE USED HEIGHT LOAD OH OH HEIGHT WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA FLUSH -1-1 NIA HEIGHTV"N MI BUILDING CODE(SEE ADJACENT DIAGRAM); EQUAL TO 1 •••""•••<<F LOW-2-112 +46.67 PSF EY ` ,`�.• �GEEV •.'Q THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. OR GREATER SF �. 4.SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT MED-3-114 +60.0 PSF $ ��;•' - INFORMATION. MH -4" _ I +60,0 PSF ` * ; ND.58705 5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. SIE NOTES 1-3 SEE NOTE 3 = y ' � 11 • J..i 10/99/19 C NO CHANGE THIS SHEET Q �'�"}�••' SCATS OF 10MTEChWOLOGYORIVE DPANDANCHORAGE '.oX.•'�S'• PL0 1oA•'' �'`�•: 8MC01/G6/90 B PER M1AMt DADECOMMENTS NOKOMI$FL 34275 aax '••......•• `�\�� swItlum» A PERAUAMInWECOMMENTS P.O.BOX in& SERIES 770 ALUMINUM SGD-LMI // `S/ONA�- +> er r>�x vary NOKOA?J3,FL 34274 8ae1i A.LYNI IMI LES P P.E. SM 08105109 SGD77E7 NTS 8 a 23 PGT0002 C P.E.#58705 DESIGN PRESSURE AND ANCHORAGE-UN-REINFORCED-HEAVY DUTY STILE-HEAVYDUTYASTRAGAL TABLE3. >HEAD&SRL(H&S)INTERLOCK,STRAIGHT&CORNERASTRAGAL CLUSTER PLUS INTERMM ATEANCHOR QTY.PER PANEL H&S, INT. 61 >JANtS ANCHOR QTY. >P-HOOK ANCHOR QTY. Anahar Types: G4-7/16"LAMNAT®GLASS-(3!1$"H.S./SGP/3116"H.S.) 1) *1/4"ELCO ULTRACON(FORMERLY TAPCON) - G4A-9/16"LAMNATED GLASS-(1/4"H.S./SGP/1/4"H.S.) 2) *1w SS4 CRETEFLE( G6-7/16"LAMINA?®I.G.U.-(3/1$"TEMR/AIR/3/16"H.S./SGP/3/18"H.S.) 3) *5/16"ULTRACON GSA-7/16"LAMINATED LG.U.-(114"TEM./AIR 13/16"H.S./SGP/3/16"H.S.) 4) *#12 STEEL SCREW(G6) EXT. *SEE ANCHORAGE NOTES 1 &2 ON SHEET 1. UNIT HEIGHT 80 84 90 96 68 U z U U U c HEAVY DUTY ASTRAGAL NOM.PANEL FRAME v v p p z HEAVY DUTY STILES WIDTH SIDE v , U �I v v N ch cm co 1 v N ' �! N INT r `� 61 r � GLASS TYPE-4,4A 6,6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 H&S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 24 n JAMB 10 10 10 1fl 10 10 10 10 10 10 10 10 118 P-HOOK S 5 5 6 5 S 5 5 6 6 6 6 DLO WIDTH=NOM. PANEL WIDTH-7" GLASS TYPE-4,4A 6,6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 EXr. 118 DLO HEIGHT=NOM.PANEL HEIGHT-8.25" SEH&S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 + o CS 2 C6+2 C6+2 C6+2 C6+ + 90°OUTSIDE CORNER ER C6 2 30 yMB 10 10 10 10 10 10 10 10 10 10 10 10 OOK 8 6 6 8 6 6 6 6 7 7 7 7 61 118 GLASS TYPE-4,4A,5,6A 90.0 . -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 INT'. o:ffH&*S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 But7RI�V-mm 36 U 10 10 10 10 10. 10 10 10 10 10 10 10K 6 8 7 7 7 7 7 7 8 8 8 8 +�• s 11-1 p 1 .14 GLASS TYPE-4,4A,6,6A 90.0 -90.0. 90.0 -90.0 90.0 -90.0 90.0 -90.0 15' L� H&S C6+2 C6+2 C6+2 C6+2 C6+2. C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 �""'k',` 42 JAMB 10 10 10 10 101 10 10 10 10 10 10 10ori P-HOOK 1 7 7 7 7 7. 8 8 8 8 g 9 9 128 GLASS TYPE-4,4A,6,6A 90.0 -90.0 90.0 -90.0 90.0 -90;0:, 90.0 -90.0 H&S C6+2 C6+2 1 C6+2 C6+2 1 C6+2 I C6+2 C6+2 C6+21C6+2 C6+2 C6+2 C6+2 48 � JAMB 10 10 10 10 10 10 10 10 .10 10 10 10 a� P-HOOK 8 8 8 8 8 8 9 9 9 10 10 10 80° INSIDE CORNER 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL. 2.WHEN USING THE 21/2 SILL, POSITIVE DP IS 46.67 PSF MAX.AND WITH THE 31/4" SILL,POSITIVE PRESSURES IS 60.0 PSF MAX. TABLE 3A OH LENGTH (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A, �" j 3.21&,3 1/4",AND 4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION SILL HT.VS POS, DP I WHEREAS THE 1 1/2"SILL IS NOT AND MUST ONLY SILL RISE (+) DESIGN OVERHANG BE USED.WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN HEIGHT LOAD PRESSURES SHOWN IN TABLE 3 MAY BE USED OH LENGTH WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLUSH - 1-112" NIA OH OH HEIGHT tit►I r I r FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM; -2-1 12" +46.67 PSF HEIGHT �``�` \'....,M/<<F THIS CONDITION IS NOT RATED FOR WATER INFILTRATLOW ION. of EQUAL TO 1 OR GREATER �� ,• �CENSS ''•.'f' 4.SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT MED -3-1/4" +60.0 PSF INFORMATION. HIGH -4" +90.0 PSF 5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. SEE NO'S 1_3 SEE NOTE 3 ,�...__ J.J. 10!99/19 NO CHANGE 7HJS SHEET' �� t�•'��p �� W: SMC OJ/OS/�0 B PERMWMiDADEGOMJI M3 10M TECHNOLOGY DRIVE DPANDANCNCRAGE ,�'..,.FLAQR�p�;.' �� Ra y Revistavex NOKOMLS,FL W.Aff Tier .... SMC 11/16!08 A PERMMMLDADECDMMEMTS P.O.80X 1022 SERIFS 770 ALUMINUM SGD-LMI / `,SSIONA- SMC 9 ah°dceoey Dela NOKOML5,FL 94274- 7�2sakallodat sorra: s a�asangnw xaw A LYNN 111 1 ER,P.E. sGDrm NTS 9 23 PGT0002 C P.E.#50705 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4"ELCO ULTRACON(FORMERLY TAPCON) 2) 1/4"ELCO SS4 CRETE-FLEX 3)5/16"ULTRACON 4)#12 STEEL SCREW(G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHTS.7-9: HEAD&SILL...............8"MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES,SHTS.7-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER:PANEL(THE 8"FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24"MAX.O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK&90°CORNER ON SHT. 11-12. JAMBS&P-HOOKS...6"MAX, FROM BOTTOM AND 21"MAX.O.C_UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, 7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-15. "ANCHORS PER PANEL"ARE W MAX. INTERLOCK _ ASTRAGAL INTERIOR THOSE AT THE HEAD AND SILL 3'5" CENTERLINE _ SEE CLUSTER DET.,SHT. 11 CENTERLINE a 8" � 8"MAX. I BETWEEN CLUSTERS OR THOSE ' TYP. BETWEEN A CLUSTER AND 0 o FRAME JAMB OR P-HOOK 2.04" 4.061 4.051" , ° I 10 I ' 3.5" 3.5" 24"MAX.O.C. I 3.5u EXAMPLE OXX ANCHORAGE PLAN: C4+2 HEAD&SILL ANCHORAGE(3*PANEL,.2-TRACK EXAMPLE SHOWN)=(14)ANCHORS TOTAL t TYP' 1 (3) PANEL, 48"x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 &4 IN WOOD SUBSTRATE EXTERIOR - - - - - - - - - - - ----------- C4+2 - - - _ -C4+2&CORNERS=(20)ANCHORS TOTAL AT HEAD AND AT SIL46' SEE TYP.JAMB CLUSTER DETAIL BELOW SEE CLUSTER 2 C4 2 C4 2 04 2 DETAILS,SHT. 11 x x x x x x x x x x 6"MAX. ® x x x x x x x x x x ® 10°MAX. xX. RLVWWPoft SEE NOTE T® 3"MAX.3.5"TYP. BELOW ® x (10) RWMM, 11--1 DI /q 01]Lf �� x=FRAME 21" ANCHORS exq..n..poft - (7)P-HOOK 14° ® ® A• ANCHORS MAX.O.C. SEERJAMB S SHEET ANCHORS a ® ® .=P HOOK x 13 FOR ire 2dR,- INTERLOCK ® ANCHORS CLUSTER MAX. CENTERLINE ® Ix x O.C. � O.C. lo"MAX. 3"MAX. SPACING - x MAX' ex x x x x x x x x x 6"MAX. x x x xl x x x x 24"MAX.L. 3.5"TYP. J 8"MA''TYP' L.--- 90°CORNER EXAMPLE OX-90° OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 &2 IN CONCRETE SUBSTRATE INTERLOCK CENTERLINE SEE CLUSTER DETAILS, SHT. 11 ham— 8"MAX. ° 00 I Stttttt� ° 04.051" `�� N� LYNN.Mlj( MIN. p \��'�'�•'L�oENSF''••F'P f�� ° p O.C. q•, ,* Law-=- J- 3.12.04" = Na.58705 EXTERIOR SEE CLUSTER DETAILS,SHT. 12 NOTE: SEE DETAILS S&T ON SHEET 14&DETAILS TYPICAL JAMB CLUSTER FOR DETAILS = M&NN ON SH 15 FOR P OOK ANCHORS M.N.o'P,Q&R ; ,U 11 I r LLr J.J. 10191I99 C NO CHANGE THIS SHEET ,, ` 4070MCHNOLOGYDRIVE ANCHORAGE SPACING& EXAMPLE'PLANS %p '•• sTR SMC 01MMO 8 PER MMUD40E COMASUS NOKOMIS,FL34275 ,rte: :�'��S•.,PLOR0 �0�. pec ° Iviam a PER MMI DAVE COAMWJVTS P.O.BOX ims SERIES 770 ALUMINUM SGD-LMI S/jO��N1�A�L NOKOMId,FL 34274 Isork c of �'^ A.LYNN MI1.I.Ett,P E SMC 08105!0.9 mm SGD770 NTS 10 & 23 PGT0002 c P. segos ---------------------- ----------------------- '- ASTRAGAL OR i r ASTRAGAL OR ------`-`------` ASTRAGAL OR INT. INTERLOCK 1 1 INT. [--INTERLOCK CENTERLINE i i CENTERLINE r INT INTERLOCK t t i CENTERLINE r 1 3.5 r r t 11315 t t 1.75 5 1 3.5 5 1.75 5 r 1 r t r t 4.061 5 i 5 i 4.051 1 t � 1 2.040 1 2.04012.040 Z 4 ----- ------ r�----�------- ---------____-7 Jr 5- JL-- ---------- -- ----- -TRACK,ASTRAGAL/INTERLOCK 2-TRACK,A-TRAL t /1NTERLOCK 2-TRACK,ASTRAGAL!INTERLOCK ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C5 ANCHOR CLUSTER-C6 1ri4-S COAL-61 --------------------� tA3i`i"f#A�'AL U ------------------� �A3 ►UALDw -------------------j NOTE: INT. r 1 INT. 1 1 INT. 1 ALL DIMENSIONS SHOWN INTERLOCK I INTERLOCK INTERLOCK I I CENTERLINE 1 r CENTERLINE ARE BASED ON MINIMUM 1 1 CENTERLINE --�-1 3.5 5 5 3.5 5 1 3.5 5 ALLOWED.ALL DIMENSIONS 7 SHOWN ARE IN INCHES. 4.0721 5 2.040 1 I 4.048 4.0721 to- 5.3691 ----- r 5.369 i i i i 2.04 I I I o I 1 �— rucavi 'T ttttevt" I t r 4.048 1 r r ".8"�Se wfth a..�e�► L------------- ---------------1 -- ---- - - - ---- -t ------------- ------------ -� ftmbgccKk 3-TRACK.ASTRAGAL/INTERLOCK T3=TRACIt.ASTRAS�►L/1R' ERLOCK-- 3-TRACK,ASTRAGAL/INTERLOCK ""ftem 1r' lb-- 1 ! ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C5 ANCHOR CLUSTER-C6 tM"`t rAfi" �AL'01 --------------� rA "f�AIsAL�S�{--------------t rA3 A�AL3R-------------� INTERLOCK? Imo• i I INTERLOCK INT. 1 INTERLOCK Imo' t 5 CENTERLINE ! 5 5 CENTERLINE 5 5 CENTERLINE I 1 1.75 r t t r 3.5 t 3.5 5 3.5 i i I• 1 I 5 5 5 4.046 2.0401 i 2.0401 r I 2.0405 5 5.368 1 1 4.045 5 r r i i o o I 1 i 1 r� i �trrrrlt/l L ---------- -- 4.059 ----1 t------------ ------- --J r -------- r �`' O�� 1.`lNN A�1/(�� L--- J • '•GENSE ''• , 4-TRACK,ASTRAGAL/INTERLOCK 4 TRACK,ASTRAGAL!INTERLOCK 4-TRACK.ASTRAGAL I INTERLOCK �'�.•' �� k y ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C5 ANCHOR CLUSTER-C6 597p5 a. too �.p ' 6o il�lI ttl� Dab., Rev�loax J.J. 10/11/11 C NO CHANGE THIS SHEET ANCHORAGE, EXAMPLE CLUSTERS �4 F A R o�:''• C� � LOGY O um10 NOXOM�F 34275 7�r i�� LC). 'a SERIES 770 ALUMINUM SGD-LMI �'�SS�01 AL\ EH1Q 97/iBlQB A PER MWMI DADE C.Rh�ME°IV79 P.D.80X 1528 FIT f!f I 1 I�LLr--��, o mor. aam ae NOXOMlB,FL 94274 stove ^'Q t A LYNN MtI.LER,P.E. S OW5109 SGD770 NTS 11 of 23 PGT0002 C P.E.#GOM ------------ —�,�``�` I— 1-- ----------- — ——————— 3,5 + NOTE: c I ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM 10 I2.04 INT. �� I ° i ALLOWED.ALL DIMENSIONS 1 SHOWN ARE IN INCHES. 3.889 ! 1 t 1 EXT. 6 3.889 � 1 i I i EXT. 2.04 3.5 i 1 2-TRACK.YO°OUTSIDE CORNER SHOWN, 2_TRACK.900 INSIDE CORNER SHOWN, 2-TRACK,90°INSIDE CORNER SIMILAR(OPPOSITE) 2-TRACK.900 OUTSIDE CORNER SIMILAR(OPPOSITE) ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C6 USED FOR C5 AND C6 . Irpwt>�uc�••nw� .... �.�w►r.rtseli, eta l! —to► .!� r------ ------ z. r--------- -- 'Miers�Ilt 's 1 1 INT. 3.5 i { I ``�� 1 o I 1i1i�Daft* 2.04 INT.��` i C 1 1 3.889 i I tt 1 1 I 1 i 3.889 1 o I 1 , I i EXT I 2.04 ; III ii up I I 3 TRACK,90°OUTSIDE CORNER SHOWN 4-TRACK 90° INSIDE CORNER SHOWN, t t++t r! 1 3-TRACK,90° INSIDE CORNER SIMILAR(OPPOSITE) 4-TRACK.90°OUTSIDE CORNER SIMILAR(OPPOSITE) �� VYNN C-6 ANCHOR CLUSTER REQUIRED C-8 ANCHOR CLUSTER REQUIRED .......'•jjF �� AT ALL 3-TRACK CORNERS4-TRACK �Z`. GENS ''•. ' �, AT ALL CORNERS _ �_-:•' � •.,.�,� : Na.58705 :. ts3veder. oats: >teo �0 11 t! J.J. 90/19/11 C NO CHAIVGE THIS SHEET ° ' •'•, S TE OF Rem° 1070TECHNOLOQYDRWE ANCHORAGE, EXAMPLE CLUSTERS =,0 '••., F�QR1�I:-•'`t�ti: SMC 01/06170 it PER MIAMI DADECOMMWTS NOKOM/S,FL 34276 ....... a c iview A PER04WDADECOONMENTS Po.eox1� SERIES 770 ALUMINUM SGD- LMt �'!/;fiS�ONAL am+er• vete: t t, cr vete: NOKOMIS,FL 34274 ® sww ado atom waft Dm"N& SGD770 —1 NTS1 12 'p�SMC 08105/08 23 a MILLER, IL0,P E W7 21/16"O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 SEE CHART,SHT. 1 NCRETE 1"MIN. SEE CHART,$2 E.D. 1116"O.C.TYP P. 21/16"O.C. _ 1"MIN. 21/16"O.C. TYP. E.D.TYP. TYp, •,'yi.••.�. •..ti,t,•..• .• ..,,, .. 1 o . EXT. . • '': SEE CHART :�??'`'• •`.: •; •:` '':.:j" ': �''�;..' 1 318"MIN. 1 3/8"MIN. '. ..•.�:.. ::, : .•; :•.ry':.• ,•��; ., . r' ; SHT. 1 .., . • 7 i. MAX 1/4" EXT. c> SHIM SHIM MAx 1/4" WOOD ANCHOR TYP.,SEE ANCHOR NOTE 2,SHT. 1 SHIM SHIM• ' DETAIL A.2-TRACK FRAME HEAD DETAIL B.3-TRACK FRAME HEAD LCONCRETE ANCHOR TYP.,SEE ANCHOR NOTE 1,SHT. 1 SEE CHART SHT. 1 WOOD INSTALLATION WOOD INSTALLATION DETAIL C,2-TRACK FRAME HEAD DETAIL D,3-TRACK FRAME HEAD WOOD ANCHOR TYP.,SEE ANCHOR NOTE 2,SHT. 1 2x WOOD BUCK TYP., CONCRETE INSTALLATION CONCRETE INSTALLATION NOTE 6 SHT. 1 SEE ANCHOR SEE ANCHWOOD .NOTE 3, \\/ol BUCK TYP., SHT, 1 SEE ANCHOR NOTE 3,SHT. 1 (1/4"MAX) SEE ANCHOR 21/16"O.C.,TMP. SEE ANCHOR NOTE 5 SHT. 1 NOTE 5 SHT. 1 1 3/8"MIN. EXT.EXT. � (114"MAX.) (1/4"MAX.) NCRETE 2.1116" 1°MIN I �i � O.0 TYP. ED., T 1 1 3/8"MIN. :�:a ;':y'o: :" :�, SEE CHART TYR . r, SHT. I 2x WOOD BUCK b .. a' _ 1"MIN ti • �L: " EXT. DETAIL E.2-TRACK FRAME SILL -I'Yp•� 21116 E,p,, SEE CHART,SHT. 1 � WOOD INSTALLATION SEE ANCHOR O.C.,TYP. TYP. DETAIL G,2-TRACK FRAME SILL r1muCT I Vow NOTE 3,SHT. 1 DETAIL F.3-TRACK FRAME SILL CONCRETE INSTALLATION to Wki tw per` CONCRETE ANCHOR TYP., WOOD INSTALLATION SEE ANCHOR NOTE 1,SHT. 1 SEE ANCHOR 1"MIN 21/16"O.C.,TYP. NOTE 5 SHT. 1 ED., {114"MAX., ) ONCRETE TYP. 1 3/8"MIN. _ SEE CHART EXT. SHT. 1`: �'.��i. r ;*..• .. s �;' •�' *.;: EXT. _ `.t • ,. .'�'� �•:'�s .Y 4• .,'. •'{•:A mss"!" +�.r; 21/16" WOOD ANCHOR TYP. SEE ANCHOR NOTE 2,SHT. 1 O.C.,TYP. SEE CHART,SHT. 1 DETAIL 1.4-TRACK FRAME HEAD DETAIL H.3-TRACK FRAME SILL WOOD INSTALLATION CONCRETE INSTALLATION 2x WOOD BUCK TYP., CONCRETE SEE NOTE 3,SHT. 1 WOOD ANCHOR TYP., SEE CHART,SHT. 1 SEE ANCHOR SEE ANCHOR NOTE 2, 0. ',v ,..• '• ••N .7� :9 ♦ t .. '•SMC •7•,! SHT• 1 ,,,,~ ��,..,, .:• . F c ~•;�,' d NOTE 5 SHT. 1 `�' � .-a; ��:,':� : �_..,� :�;;; '•. •• ::'y.:;. SEE CHART ;+ �, � ti,;i;; ,• .�....: ;;'•' "+' �:' `�'•: �= (I/4P MJAX.) '��•`'�•.ii' •- , .:.•. .:•i� .SHT.1 c� EXT. � ' �' "s'' i',.q•a •'o• s• �11 1 1 t t C 1 318"MIN. �� .I \,YNN 21!16"O.C. TYP. EXT21/18"O.C.,TMP. l"MIN I ��.• ��O ••,•. CONCRETE ANCHOR TYP.,SEE ANCHOR NOTE 1,SHT. 1 E.D., Na•58705 I-- DETAIL J.4-TRACK FRAME HEAD DETAIL K.4-TRACK FRAME SILL TYP. ... '� . CONCRETE INSTALLATION WOOD INSTALLATIONOL Reo J.J. 1tt/t 9/99C NO CHANGETAMS SHEET ° °'i ��J•'•, STATE Of: ••• .�. 1070 TS WOLOGYDRIVE www. ANCHORAGE AI ;,O.c�•' SMO ••. RtoR�9P•' C9�� OWN 8 PERMMUID GECOMMENTS NOKOMtS,FL 34276 7}Be i � ..... SERIES 770 ALUMINUM SGD LMI /// . ..... • Dr"W or. 9/t9/OB A 8y M/AMI DAaE 00MMEN78 RO.Bt)X 9828 8 odek Basle skeet area No rter ��t 1 ��\ SMC 08/05/09 NOKOMt$lY 34274 SGD770 NTS 13 23 PGT0002 C A.L P 8�,P.E. CONCRETE ANCHOR TYP., SEE NOTE 1,SHT. 1 ONCRETE SEE CHART 21/16"O.C.,TYP. SHT. 1 SEE ANCHOR 114"MAK.SHIM —"•-i 1/4"MAX SHIM 2.04" NOTE 8, SHT. 1 SEE CHART EXT: ii . (114"MAX.) SHT. 1 y�;: •;:r �•+;` SEE CHART j SEE CHART ', ; �;' SHT. 1 r i . SHT. 1 :.":•� �" y ' "" CONCRETE �''j'•..'1!:•., ..•';Z +f�,a fM•i i:'.'*.1r,; :•..• 1 .'�':�� .l: •• • ♦1•r.n• I T a :• .• f. :�:.• ' ANCHOR !" t'•' " 4.051 .r `•y .:.:. ' ` '�•� s.`~ .• ''':. " :'y. 21/16" 21116 : •_� �, .. •_• ,;, „!:• .�. • .•L ti. TYP.,SEE :► • ; t EXT. ••:.:,.: s•• •�;_• , .if'. ,.° i 4 . , O.C.,TYP. J .y. ANCHOR ,• =r O.C.,TYP. �� MIN. .1 • �. •• . ? ., 4.� iw. •jam' ' O.C.\/ SEE CHART,SHT 1 .y,.,, NOTE 1, 3.5„ DETAIL L.4-TRACK FRAME SILL .••'• SHT. 1 % �► • ••• TYPICAL JAMB CLUSTER FOR DETAILS CONCRETE INSTALLATION CONCRETE = M.N.O.P,Q&R ANCHOR •"""�' 13/8"MIN. . . ' 1"MIN. TYP.,SEE ,;._.,.•.. ;�H•.;';: ASONRY DETAIL P,2=TRACK FRAME JAMB 114"MAX,SHIM 13/8"MIN. ANCHOR 1/4"MAX. SHIM NOTE 1 p%°.'-;. CONCRETE INSTALLATION EXT. . .:. ,.. WOOD EXT' SHT. 1 y•'� ,�. ANCHOR AIV�CHOR 1" z, �.'; SEE CHART SHT. 1 TYP.,SEE MIN. .�. ., 1/4 MAX.SHIM TYP, SEE ANCHOR ' ��''�••' EXT. NOTE 2, ANCHOR �� 2111$" DETAIL O.4-TRACK FRAME JAMB CONCRETE • �; SEE CHART SHT. 1 NOTE 2, O.C,TYP. CONCRETE INSTALLATION ANCHOR ..,.•.:.• SHT. 1 SHT. ,SEE •. s 2X WOOD 1318"MIN. •„ ANCHOR BUCK 1/4"MAX.SHIM NOTE 1, SEE . SHT. 1 •`„ ;:;`; 21/18” ANCHOR O.C.,TYP. 2 1/16" NOTE 3, DETAIL N.2-TRACK FRAME JAMB 1" MIN. ,• �'itA1AlUC1, SHT. 1 WOOD INSTALLATION :.•• O.C.,TYP. �_�tie FYe�i�, WOOD �;; w.�s relrr. !–lo I • ILL ANCHOR 2X WOOD BUCK `''�• �`' TYP.,SEE SEE ANCHOR �'' !'•� - a u 1• ANCHOR • .' '"� ASONRY 21/16" NOTE 3,SHT, 1 DETAIL M.4-TRACK FRAME JAMB NOTE 2, DETAIL R.3-TRACK FRAME JAMB WOOD INSTALLATION WOOD FRAMING SHT. 1 O.C„TYP. CONCRETE INSTALLATION P-HOOK MOUNTING ADAPTOR 1 3/8"MIN. SEE CHART,SHT. 1 ANCHORS LOCATED MID-SPAN P-HOOK MOUNTING ADAPTOR BETWEEN P-HOOK ANCHORS LOCATED-MID-SPAN BETWEEN P-HOOK INSTALLATION ANCHORS " � •''�`�'a DETAIL Q.3-TRACK FRAME JAMB � •` "'`' :i " :r INSTALLATION ANCHORS WOOD INSTALLATION .• ,'�•. . •,••�•;.;••.: --------CONCRETE J MASONRY `• ' (GROUTED BLOCK ONLY) y A 1"MIN. 13/4"MIN. *"" .•: ..:. rSEE CHART, Ee:• >.e.� +..; SHT. 1 E.D. WOOD ANCHOR SEE'ANCHOR NOTE 2,SHT. 1. �— SEE ANCHOR NOTE 2,SHT. 1. `\�� t. ANCHOR QTY. FROM TABLES EXT. iYNN 2.693"MIN. ANCHOR QTY. FROM TABLES •. 1-3,SHTS.7-9 PERTAIN TO 1-3 SHTS.7-9 PERTAIN TO -IN '� EXT' ��'' IGENSF • 'f' �� THIS ANCHOR LOCATION, •' DETAIL S. P-HOOK 2.693"MIN. THIS ANCHOR LOCATION, ;' No 58705 WOOD INSTALLATION DETAIL T. P-HOOK – CONCRETE INSTALLATION – Gt• Ma I1 Luz Raved • Oaf Revue J.J. 1O/9 9l19 C NO CHANGE THIS SHEET ° '°�'"187--SME7 %�'�•••'•, STATE OF �� SMC �e0iR7 10 B AERMIAMiDAOEGOMMENTS 10MTE'CHNOLOGYMNE ANCHORAGE DETAILS %0. '•,,• ALOR�pA,••'Gi��: sr NaKo�ats, SERIES 77U ALUMINUM SGD-LMl sMc �urs�os a PERM1aMrDADECOMMENTS P.o aoxt SI �\ 11 11yy o .aey naa: oe:e NOKOW'0,tz 34274 ® � sneer ° No tfev A LYNN�MI�I.LER PP— I SM O8NO8l09 sGD770 NTS 14 1 23 PGT0002 C P.E.#68705 WOOD FRAMING 1 3/8"MIN. P-HOOK MOUNTING ADAPTOR SEE CHART, SHT, 1 ONCRETE/MASONRY P-HOOK MOUNTING ANCHORS LOCATED MID-SPAN (GROUTED BLOCK ONLY) ADAPTOR ANCHORS •:� �: :.: •.• "•.r�; �•• �;,; . ' :'.: ., c� BETWEEN P-HOOK LOCATED MID-SPAN INSTALLATION ANCHORS ' ' ' j`••''' BETWEEN P-HOOK ;,',", : : ; „a.' ";s. r:';:,.• INSTALLATION ANCHORS :• 3•' , • •;�';; ;:,,;,�':.;,►.,r;�,,.a,• . .• • ; ',•.,;':?,`. : - • • SEE CHART, 1"MIN. 1 314"MIN. 1 1/4 MIN. M .;•; ;�e •'i` ,:� . �, w� :; SHT. 1 E.D. P. . . . r , z, :.:. WOOD ANCHOR SEE ANCHOR NOTE 2,SHT. 1. SEE ANCHOR NOTE 2,SHT. 1. ANCHOR QTY,FROM TABLES ANCHOR QTY.FROM TABLES TL 1-3,SHTS.7-9 PERTAIN TO 1-3,SHTS.7-9 PERTAIN TO THIS ANCHOR LOCATION, THIS ANCHOR LOCATION, 2.693"MIN. 2.693"MIN. DETAIL MM,P-HOOK FOR BOX RISER DETAIL NN, P-HOOK FOR BOX RISER WOOD INSTALLATION CONCRETE INSTALLATION i r1doolicT 11114"" DETAIL'V',SHT. 18, #10 X 1.60" on lely1ft"ft a"n°"�" r1T"------Tr'- ------1 ��- fi ANCHORAGE DETAILS'A' PH SMS x. 11-1a!A./Y reemaa--� rom-moeQ� i _ _ : . &'C',SHT. 13 PANEL CORNER '" ''"„s Bu PANEL i PANEL i PANEL _ PANEL DETAIL ��``"��•- a TYPE 110 TYPE TYPE TYPE NNW 'A' iia 'QS' iii 'AS' 'K' lip iii ,, u i i t / ETAIL'EE', SHT. 19, #S X 1.0©" iia , n n , n i f ANCHORAGE DETAILS'N' PH SMS(OPTIONAL) a n a t i &'P',SHT. 14 III a i am SEE I iii °avi NOTE n nn a 3, SHT. Iii i u i i 15 DETAIL 1313',SHT. 19 III �, is a ii b a I► n ®®------ i : EXT. ILL DETAIL'KK', SHT.20 DLO WIDTH=NOM.PANEL WIDTH-7" IDETAIL'U',SHT. 18, DLO HEIGHT=NOM. PANEL HEIGHT-8.25" ANCHORAGE DETAILS'E' &'G',SHT.13 ttttsJtJJJ XX-90° CORNER-XX (2 TRACK INSIDE 90° CORNER) INT. f FRAME CORNER ,,�```��Y....Mrtz *SEE APPLICABLE ASTRAGAL&INTERLOCK PER DP TABLES �� DETAIL `��,��.•�`�ENse'''•F'P-�c' HORIZONTAL SECTION BOB * Hs,.58705 1.i uj-: Jtevsa netw Rea Dna: 'C3 - 001 { fit►- 52. 10/91/11 C NO CHANGE THIS SHEET' �a�on :'� g1ATE of > 907aTECHNOtOGY!?RIYE ANCHORAGE DETAILS I EXAMPLE ELEVATION %a,�'••, F�pR10P••'•0 safe 01mm 8 Pm m1"J aw'6 c0mwN7us NOKOMIS,Ft 34276 mw ......• �,��• m SERIES 770 ALUMINUM SGD-LMISIONAL 9MC f 9/98!08 A PER ML9JYIJ aAaE COMMENTS P.O.BQX 9528 �J�! t t t l\� +6Y eY Data N�KOMJ9,Ff.34274 ® t omnto Rer. sMC Duos/as SGa77V NTS 15 23 PGT0002 C A'LYNN P.E. �S�P.E. DETAIL'CC', SHT. 19 DETAIL'BB',SHT. 19 NOTES: 1.SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL ..� �-. j HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS.7-15 FOR ANCHORAGE DETAILS. ' > > 2. DLO WIDTH=NOM. PANEL WIDTH-7' DLO HEIGHT= NOM. PANEL HEIGHT-8.25" �`' DETAIL'FF',SHT. 19, , , 6ETAIL`V',SHT. 18, 3.(1).LOCK(ITEMS 70&107-110)AT EACH LOCKSTILE, LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ANCHORAGE DE 'N TAIL '& DETAIL EE,SHT, 19, ANCHORAGE ASTRAGAL. &'P 'P', SHT. 14 ANCHORAGE DETAIL . 14 DETAILS'A' 4• PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP TABLES. ', SHT. 14 &'C',SHT. 13 DETAIL V,SHT. 18, r.� ANCHORAGE DETAILS'A' fir-m PANEL P �-= -- dIF _®� ' &'C', SHT. 13 PANEL PANEL PANEL -v� =d IF ® - - A ° PANEL I' ° PANEL ° I PANEL PANEL ^ r 1�ETAIL'EE',SHT. 19, TYPE TYPE TYPE TYPE Ila .TYPE a 11 o 1 ` " ANCHORAGE DETAILS'N' 'D' 'A' i 1 °u TYPE u I TYPE TYPE MAX. I I I w I' ll 'CS' a i 'QS' 'K' &'P',SHT. 14 / MAX. DETAIL'BB',SHT.19 SEE 1f HT. fig ;' I u /lip go 111 HT. D 1 lip oil a I SEE t� 1 SEE DP i NOTE TABLES iia a I m a SEETABLES 3 iia a I u NOTE DETAIL'JJ',SHT.20 "FRAME � <:3 Flu oo u 3 X X iia o a a ai a /LIN:T. r iI =®°a �maoam®e� I t EXT. 1_ �/ ('t.laaaa�aaaLaan=a=a-� �� DETAIL'U`,.SHT. 18, SHT, 113, HORIZONTAL SECTION A-A ANCHORAGE DETAILS'E' XX-900 CORNER XX (2 TRACK DETAIL'U', PANEL CORNER OXXX (2 TRACK} &G',SHT. 13 ANCHORAGE CORNER) - EXAMPLE ANCHORAGE&G',HT. 3 AILS'e CONSTRUCTION --- DETAILS SHT. 15 EXAMPLE DETAIL'CC',SHT. 19 �-DETAIL'BB',SHT. 19 rlwoeucr�Vluca � DETAIL'BB',SHT. 19 ` / `y� -, Code It-t��I. !-v /DETAIL'DIY, SHT. 19, DETAIL'AN,SHT. 19, C DETAIL'HH', SHT. 19, ANCHORAGE DETAILS'Q' ANCHORAGE DETAILS'S'&'T, ANCHORAGE DETAILS'M' DETAIL`Z',SHT.18, &'R',SHT. 14 SHT. 14,WM'&'NN',SHT.15 &'O',SHT. 14 ANCHORAGE DETAILS T &'J',SHT. 13 DETAIL W SHT. 18,ANCHORAGE DETAILS'B'&'D',SHT. 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL 'M' 'F' 'F' 'K' TYPE TYPE TYPE TYPE' ' MAX. R` F+ t HT. HT. HAT. / / / POCKET i DP SEED DP % SEPARATEa SEE TABLES TABLES SEE APPROVALS NOTE NOTE t � � � a3 t 3 a j X X X X �111117t O X x x ; ILLti DETAIL Y,SHT. 18, •• ��'�`4•'�,�C��s�''•.F'P '': 0)=p (3 TRACK RIGHT POCKET} DETAIL'W, X.)= R TRACK BY-PASS) ANCHORAGE DETAILS'K! -� ANCHORAGE DETAIS'F' EXAMPLE SHT. 13&'L',SHT. 14 ;. No.58705 EXAMPLE &'H',SHT. 13 Ram J.J. 90/11/99 C NO CHANGE 77-118 SHEET" - � tQ 'AM-1117 WE-Wmiw_ 9070TECHNGL.OGYDAM EXAMPLE ELEVATIONS =4.c••. ,,Ftot: ••' C��•` 3MC 011Q6/�0 8 PER M1AM/DADECOMMENTS NOKOWS,FL 34276 + •.... sc 11/16/09 RaA PERlYl1AMIDADE00AG US P. sqx imp SERIES 774 ALUMINUM SGD-LMI / '�S&/ONA- arawnsr para anaoxea para: NOKOUS,FL 34274 ® 9oerai pa n% A.LYNM MILLw PS SMC 00m08 RJA WPM 16 of 23 PGT0002 C P.E.#58705 PANEL LETTER SINGLE PANEL LETTER � NOTE: INTERLOCK FIXED .SEE DP TABLES FOR LOCKSTILE LOCKSTILE ASTRAGAL 1 �°X1N1 PANEL WIDTH& R FIXED SINGLE � APPLICABLE ASTRAGAL& LOCKSTILE INTERLOCK 1 Yl LOCKSTILE S1NLE INTERLOCKS. T INTERLOCK '4`g�� MED CORNER OUT LOCKSTILE CS SINGLE RECEIVER INTERLOCK ASTRAGALI=1XEt7 _ M=110! IN �— � Lo CKS77LE SC INTERLOCK RCORNER ECEIVER FIXED ASTRAGAL lBox� LOCKSTILE OUT S LOCKS INTERLOCK SINGLE � INTERIOR (ALL PANEL TYPES) FIXED AS77Z,4GALCORNER (BOX" LOCKSTILE •� � IN (�� INSINGLE � EXTERIOR V TERLOCK LOCKSTILE LSINGLE (eDxo 7 INTERLOCK OUTCRNM SS R O tNSSINGLE LRAS7R4G4L SINGLE SINGLE Mx� OUT INTERLOCK SA INTERLOCK CORNER RECEIVER N AS7R4G4L SINGLE f l IN CORNER INTERLOCK f LOCKSTI E SINGLE V INTERLOCK L SINGLE ASTRAGAL SINGLE foo") INTERLOCK IN /C INTERLOCK CORNER r"oR,uC!'i vg" LOCKS77LESrmLE B SINGLE INTERLOCK CORNERINTERLOCK CF RECEIVER Ij� FIXED LLOCKS77LE %N—I D( •19- U� C INTIERL CK INTERLCK FC LOCKED CORNER �u RECEIVER STI SINGLE SINGLE' INTERLOCK INTERLOCK SINGLE PP INTERLOCK FIXED SINGLE LOCKS77LE ' J� r` INTERLOCK LOOMME mm LOFM SINGLE LE uINTERLOCK ASTRAGAL (sOx01m OUT LOCK571LF uASTRAGAL mox1N) IN LOCKS77LE SINGLE A INTERLOCK LOCKSME " 11f1 �11/ D \��.I LYNN MIt fFi LOCKSTILE SINGLE O , INTERLOCK \��`�,,• y�OEffS1;•' •• LOCKSTILE ,gsraA No• r 58705 GAL laoxOurl OUT J.J. 90/99!91 C NO CHANGE THIS SHEET � STA[ PANEL TYPES OF 1070TECHNOLOGYQRIVE % Re sY R mns: NOKOMIS,FL 34275 7t9� ��S.• �LOR1pP: `C9: sMc 11/1"9 A PERM&4MIDADECOMMEN118 PAsoxasza SERIES 770 ALUl4/!lNt1M SGQ-L11111 rrr S1ONA- aa8: °ho*Wj aero NOKOMIS,F434274 aea"woae� soma s [Mftftl r ftwi t�. SMC ti8/OS/09 RJA SW770 NTS 17 �► 23 PGT0002 C A.Lm ViL��R,t P.E. P.E.#58705 SILL RISERS OPTIONS 24 23 �]21 EXT INTERIOR (ALL VERT. SECTIONS) 4.055 2.665" 3.305" 19 EXT. 1.587° EXT. 45 EXT. EXT.� EXT. 46 62 61 FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER I 53 62 61 I 26 DETAIL'LL'SCREEN 22 AT HEAD 4s 20 —�_ 48 47 0 18 EXT. 112 4.066" 2.655" 3.308" 2 T SILL EXT.. 1.567" + DETAIL WV SCREEN EXT. EXT; _.tJ EXT. A FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER �wuar wev�► will w f9e.i11. 1 9 �-Zil 01 4 113 6 t 6 lS 113 113 6 ft", � 89 EXT. EXT. 89 EXT. DETAIL'V' 7C' FIXED PANEL FIXED PANEL DETAIL FIXED PANEL DETAIL'Z' SHOWN SHOWN SHOWN 88 88 EXT. 72 OR 73 EXT.. 72 OR 73 EXT, 8972 OR 73 11 11 fa 11 10 119 113 tit 111111/ 119 \\`��O�.I LYNN Mj '.. 6 4 6 6 \ ��C,ENS6''•••,�'c'P DETAIL'U' tyo.58705 •. DETAIL'1M DETAIL'Y' _ PlJ Oal'0/91119NO CHANGE THIS SHEET 'U •' a• y0 Slo, j- �L1070 TECHNOLOGYDRWE' VERTICAL SEC7701V DETAILS :"Ap'• sTAT � �\ SMC O!/06/ID 8 PER MIAMI DADECOMMEN7S % ,FCORI�•. (j NORM • NDKOMJ3,FL 34276 7MW � aW 11116'°8 A PERNAVIA40EC.OMMSM P.O.Box lam SERIES 770 ALUMINUM SGD-LMI DraS o0 NOKOM14,FL34274 8Wmw%bd* &a+�ee B ek sMC 118106/08 R,ua ae soa»a NTS 98 23 n PGT0002 A.LYNN�t IL ISR,P.E. P.F-#58705 60 61 60 OR 61 103 113 16 5 113 113 60 OR-61 Z 14 67 DETAIL'CC' 68 DETAIL'CC' 6 STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL 60 OR 61 5 AND STILES AND STILES 62 111 63 80 OR 61 14 103 113 65 5 17 so OR 61 DETAIL'11' 113 106 105 DETAIL'HH' AT MIDSPAN DETAIL'FF'(FIXED PANEL) 103 113 15 DETAIL BB' 16 DETAIL'EE' 5 1121,Cx VAV� 28 52 40 via am.nod& 30 53 51 A�11M1swe Ifs ..{O l`�j.(L1L 27 63 :1 - ,'- 60OR61 so 29 17 5 DETAIL'NN'SCREEN 65 AT JAMB 111 62 113 106 105 DETAIL'LL' AT MIDSPAN 28 DETAIL'DD'(FIXED PANEL) 27 63 26 80 OR 61 60OR61 29 AC� INTERIOR 65 (ALL HORIZ.SECTIONS) 111 N5EXTERIOR113 106 • o�a'I �'Y .. . ..... 02 ,t`Z`,••y�G�NSF DETAIL AA AT MIDSPAN :• * ' DETAIL'GG'(FIXED PANEL) No.58705 "ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3, _ SHTS. 7-9 FOR DP(PSF)ASSOCIATED WITH STILE = - c �� it ZU Fevadey Date; POWWOW Z J.J. 10/11/11 C NO CHANGE THIS SHEET o •••.•• gTA E �� 1070 TECHNOLOGYDRIVE HORIZONTAL SECTION DETAILS ; O R�oP.•' r sMc ouos��o s PFR MWMi�a�scoMMSNTs NOxOMJs,FL 34275 '17N �'�fi •• �.�..•• �' �.` smo IVie06 A PER MIAMI OWE00MMENTS pa BOXim SERIES 770 ALUMINUM SGD- LMI ''�sslsJrrNAN-,��` +sr nam Dam NCKCAQS,FL 34274 ® sm amr scab wear A.LYNN biuR'1P.E 3MC (18/05/09 RAJ sQD770 NTS 19 � 23 PGT0002 C P.E.#68705 5 51 113 118 7 11 113 103 00 14 IM ERtOR 5 120 o E MRIOR I" R1OR MW31UC7'RSV � e�iR 61 � ,I�.-�: 14 113 .118 11 113 103 119 7 5 DETAIL 'JJ' DETAIL 'KK (900 OUTSIDE CORNER, 2-TRACK SHOWN 90° INSIDE ENsfi��`•�'�'��' { E CORNER, 2 TRACK SHOWN) � •.. � 5875 .� Na, J.J. 90/19/19 C NO CHANGE THIS SHEET r ��'fJ •'•, S'tA'TF—OF •' * 1070 TECHNOLOGY DRIVE H4RtZONTAL SECTION DETAILS CORNERS % 4 NOKOMIs,FL 34278 nr ,(� ••.,?�.oR�o,••'�C�: sMc if/le/08 a PERMIAWDAVECO MENTS Fla BOX I&8 SERIES 770 ALUMINUM SGD-LMJ `SSItJNA�- �• rc -__iVOKOMIS,FL 34274 ® shed A.LYNPMILLERP.E SGDrIV NTS 20 a 28 PGT0002 R.E#68706 ITEM PGT Dwg,# PGT.# Description ITEM PGT Owg 1 17308 617306 2-?RACK HEAD .# PGT # . Description 2 17303 617303 2-TRACK HEAD W17Fi SCREEN RAI! 80 17325 617328 PANEL SIII-I; 81 17326617328 PANEL STILE(HEAVY DUTY) -- 3 17308 617309 3-TRACK HEAD FRAMEVINY62 17327 $17327 INTERLOCK ADAPTOR 5 17314 617314 FRAME 4 17312 617312 K HEAD 63 1226 67P248 L BULB WSTP.-THIN(INSIDE INTERLOCK) SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 6 17317 617317 FRAME HEADMAMB ADD-ON 65 17328 617328 INTERLOCK SCREW COVER 7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL 8 17301 $17301 2-TRACK SILL.WIT}i SCREEN RAIL 88 17339 817'339 HEAVY DULY ASTRAGAL 9 17307 $17307 3-7RACK SILL 69 17324 617324 TOP&BOTTOM RAIL 10 17310 817310 4TRACK SILL 70 17350 417380 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 11 17313 617313 FRAME SILL 1R4CK INSERT 71 1698 71898 1 1I2"X 1"X314"HIGH FIN SEAL DUST PLUGS 12 17318 617318 FRAME SILL SCREEN ADD-0N 72 8153 76153X TANDEM ST.STL.ROLLER ASSY, 13 17318 617316 FRAME SILL SCREEN END ADD-ON H74 8153 78163N TANDEM NYLON ROLLER ASSY. 14 17305 817308 2 TRACK JAMB SILICONE DOW 899 OR 998 16 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 78 8188 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/1.ONG TRIM PLATE 16 17308 $17308 3-TRACK JAMB 17 17311 $17311 4-TRACK JAMB 76 71032X1FPFX #10.32 X 1"FL SS SCREW W/TYPE"F"TIP 18 17322 617322 SILL RISER-0 777103239 10-32 STEEL ZNC U-NUT 2 77321 78 17358 617388 3116 8 1/4 OGEE BEAD HORIZONTAL 19 17319 877319 SILL RISER-0 HOLLOW 79 17357 617357 1"10 BEAD HORIZONTAL 1 $17321 SIU.RISER-LOW FLAT 80 17359 617389 17318 7118 BEAD HORIZ(}NTAL 21 617318 SILL RISER-LOW HOLLOW 81 17360 817380 9/16 BEAD HORIZONTAL 22 17355 $1'7358 SILL RISER-MIZONTALED FLAT 82 1224 8TP247K VINYL BULB WEATHERSTRIP 23 17354 817354 SILT.RISER-MED HOLLOW 83 IGTAPE I 24 17320 617320 SILL RISE - H HOLLOW 111 112"X 8"SINGLE SIDE ADHESIVE TAPE FOR. BEAD R HIG 25 17323 617323 SILL ASER-HIGH FLAT 100 8062 48052 ROLLER ADJ.HOLE PLUG 26 17333 617333 POCKET DOOR P-HOOK 101 27 7070 67070 NEOPRENE BULB WSTP FOR FROM 72087 JAMB BUMPER 28 17334 $17334 POCKET DOOR P-HOOK MOUNT 102 1696 71698 DUST PLUG 103 8188 7818M 1"KEEPER PIKMUCT RIEVWW 29 17335 817335 P•HOOK COVER 104 663 7SDKEEP SCREEN LOCK KEEPER •�Lire lb�1lCM 30 17348 $17348 POCKET DOOR P-HOOK FOR BOX RISER 105 17344 617344 FIXED PANEL CLIP-6"LONG AiWpaimn!1� x"10 •14 OPTIONAL PARTS(NOT SHOWN IN DRAWING) EXTERIOR FDED PANEL RETAINER � 1 41 4319 KW SCREEN SIDE RAIL-LOCKSTILE 108 17352 817352 EXTE -INTERIOR RAISED WITH THUMB TURN 41 7LOCKWGSK SCREEN LOG1{SET 107 1739 71739 HANDLE KIT �•'S��+ �a 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE liilMisdd 42 41818 SCREEN KEEPER SPACER SET 109 1731 78182SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN 43 8182 88152 SCREEN INTERLOCK ADAPTER 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 48 4317 44 4428 84428 SCREEN DOUBLE INTERLOCK 111 710X34PPSDAX#10 X3/4"PH.PN.TEK-S.S. 612256 SCREEN TOP RAIL 48 4318 812207 SCREEN BOTTOM•R 112 1236 67518 WSTP,.270 X.170-FIN SEAL 47 668 7SRAZ STANDARD ROLLER AIL 113 1712 6408$ .187 X.230 FINSEAL 48 1 668 78RAX STANDARD ROLLER-ST 3TL 114 710X115PPX #10X 1 1/2" 49 4344 84344 SCREEN ASTRAGAL 115 710XPPT #10X 1" 50 17349 $17349 OXO SCREEN ASTRAGAL ADAPTER 118 720X114X #1420 X 1"ST.STL 51 1692 61692 SCREEN SPLINE-.165 117 720X112X # 20 X 1.8"ST SIL. 82 1694 61694 SCREEN SPLINE-.150 118 17336 817336 CORNER RECEIVER 119 17337 617337 OUTSIDE CORNER ASTRAGAL 84 1725 53 81818020 SCREEN CLOTH 120 17338 6117338 INSIDE CORNER ASTRAGAL 112"x 4"x 1116"SITTING BLOCK 58 1726 1"X4"X 1116"SITTING BLOCK 202 GLASS 7116 LAMINATED HT-HT PVB y S t I I!!! 203 210 GLASS LAMINATED IG 31167-7/16 LAMINATED HT HT PVB `�� \:(NN ?141(4 204 GLASS 9116 LAMINATED HT-HT PVB 211 GLASS LAMINATED IG 1/4T-7/16 LAMINATED HT HT PVB .��©�;''GENSE . �R GLASS 7116 LAMINATED HT HT SGP 212 ` GLASS 9/18 LAMINATED HTHTSGP GLASS LAMINATED IG 3/1 ST-7/16 LAMINATED HT-HT _ J • •'•' 213 GLASS LAMINATED IG 1147-7116 LAMINATED HT-HT SGP qr..' ya70y NOTE:ALL ALUMINUM =6063-T6 _ * : t1°• W: J.J. 90/19/11 aev NO CHANGE 71i1S SHEET �011�rfl :• U5 sr. bass •'0 '•• tE OF Z' 10TOTECHNOLOGYDRIViE PARTS LIST :'P STA P •' �: SMC tN/06lr0 B PER M/AMi0i4DFCOMMEMB NOKOMIS,FL 34275 �UU�.'• ,, FLORA?-• sytec Ivrsrae A PERMIAMlDADECOMMEIvrs Po.Boxt52s SERIES 770 ALUMINUM SGA- LM! �''f `sS!{)NA� \�\ Y D Chee red NOKOMISC FL 34274 sMc osro�/oe RJA �' s A LYNN�I� �;P.E. sc3ano NTS 29 �► 23 PGT0002 c P.E.#48705 1.303" 0.718" 1.050" 0.080" 0.83" 1.050" -I r 1 11.003" 0.062" 0.325" 0.062" 0.062" 0.050" 0.779" 0.752 13 �- 1.888" 0.264" � 0.289" 0.709 1.162" a.a5o" 0.757" Q.a�" o.a5o° INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(SINGLE) SILL TRACK GLAZING BEAD(1 G ) FIXED PANEL CLIP 0.550" 1173,9" (65) MAIL:6063-T6 (5) MAT'L:5063-T6 (78) {yq-1^L:6063-T6 {11)MALL 6063-T6 FIXED PANEL RETAINER INTERLOCK (79)MAT'L•6063-T6 (105)MATL:6063-T6 (106)MAIL:6063T6 (62)MArL 6063-T6 3.802" 3.979" 3.979" 0.752" 2.304" 1.163" 0.885" L T0.075" 0.233" F0.075" 1.645" 1.645" 0.798" 0.062" 0.062" P-HOOK SCREW COVER (29) MAIL 6063-T6 0.080" P-HOOK MOUNTING ADAPTOR P-HOOK FOR BOX RISE 0.125°O 0.281" (28) MAIL:6063-T6 R 3.802" (30) MAIL 6063-T6 STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL (67)MAIL:6063 T6 (68)MAIL 6x63-T6 4.125" 0.574" 4' 4fl OA76" 0.0$2" 0.062fl 1.304" 1.6" 0.133" rk�.UG"t'ttieVtit� P-HOOK (26)MAIL:6063-T6 3.125" �„1 D 1 .1 4 3.25" STANDARD STILE 3.125" TOP/BOTTOM BOTTOM RAIL (60)MATL:6063-76 (69)MAIL 6063-T6 1,87 HEAVY DUTY STILE 0.232" (61) MAT'L.6063-T8 0.750" 0.750" OA62° 1.019" 1.467" SCREEN STILE 0.232" 0.062" OA62" (40)MAIL:6063-76 0.062" --•-t 1�- 0,750" FLUSH FLAT SILL RISER 0.232" (18)MAIL:6063-%- 0.062" 063 T6 0.062" 0.906" 0.232" 4.055" 3.305" 3.955" rl 2.555" Fr 0.062° 3.205" 1.567" 2.465" t t t i 0.062" --►•�t.�-- 0.062" --1t-•-• 0A62" --•-tt-+-- = �;' HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER (24)MFLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT.SILL RISER HIGH FLAT SILL RISERHow AT'L:6063-T6 {23)MAT'L:6063-T6 (21)MAIL:6063-T6 (19)MAIL:6063-T6 (20)MAT'L:6063-T6 (22)MAT-L:6063-T6 (25)MAT'L:6063T6 - .; J 52 X1/1 1 C NO CH4NGE THIS SHEET Off' o� , • 10?V7ECHNM0GYORIVE EXTRUSIONS �.0�•••.. 5�A °p, •••�� NOKOMIS.FL 34276 0�'••., FLOR�O• sic �'/law A PER MAM!°AVECOMMEN�TS P.o.80x1628 SERIES 770 ALUMINUM SGD-LMI �'��FS ft ' ° Oef� Naxoa�rs,�34rra �i, S10NA sMc oeiosms H,�a SW770 NTS 22 m 23 PGTUOa2 a t.Yr tut4t!��9,P.E. P.E.#68705 5.069" 8.562" h�-- 1.045' 1.36" -"`) 1.36" 1.211" Ll 1.505" I 1.993" 0.062" 0.081" 2-TR 0.080" SCREEN TOP RAIL 2-TRACK HEAD 4-TRACK SILL (46)IWATL:6063-T6 0.081" (1)MAIL:6063-T6 00)MAIL:606346 6.198" ---- 6.528" 6.198" 5.069" v F71 f F--�"1.211" 1.505 0.875" 0.081" " 1.993" 2-TRACK HEAD W/SCREEN TRACK 0.08fl 3 TRACK SILL 0.062" (2) T'L'6063 T6 (9)MAIL:6063-T6 SCREEN BTM.RAIL 7.105" 6.2.21" (46)MAIL•6063 T6 2 TRACK JAMB (14)MAT'L:6063-T6 2-TRACK JAMB W/ --� 1'605" 1.36" SCREEN TRACK- 0 6) RACK(16)MArL:6063T6 u 71- 1.211 � 0.080" 1.36"SILL W/SCREEN TRACK 1.36" 0.081" 8 MAIL:6063 T6 3-TRACI(HEAD ntavucT PAVWW (3)MAIL:6063T6 0.081" as t K•,m dw rmlft CoOe 9.142" 4.49" ---•. AaapanMc t1. 11-16 l ll 0.081" #kpbud .� TS" 1.505" my, F-T1.211" 7.105" �� 0.080" 2-TRACK SILL 4-TRACK HEAD 0.081" Cr) MAIL: 6063-T6 (4)MATT..:-6063-T6 9.141" 1.03" 5.621" 4" 1.6" 1.6" 1.498" 0.133" 2.893" L, 0.080" 4" �ltlll!) INSIDE CORNER ASTRAGAL 5.621" 3-TRACK JAMB ``��,j,ON`I•LYN1V, /f� (120) MAIL:6083-T6- OUTSIDE CORNER ASTRAGAL 2.826" (16} MAIL:6063 T6 �`Q� .•'•�,�GENSF '••F'A (119) MATL:6083 T6 CORNER RECEIVER4TRACK JAMB No..58705 * =_ (118) MAIL:6063--6 (17) MArLDOW - :6063-T6 - - J.J. 10/11/11 C� NO CHANGE THIS SHEET = �- j n {E11I 1070 TECHNOLOGYDRMVE EXTRUSIONS STATE OF Re R NOKOMIS,PL3427b '••.�COR10�''.••'�\�� EMC .._T me a PER M/AM/DADECpMMENTB P.O.BOX I&V SERIES 770 ALUMINUM SGD- LMl CONAL .� SS ••' Dr�cnsyr asp: aam M WOMB,FL 34274 swaeub". s sn�r _ ',ftNAL i t%\\ SMC 08/04/09 R�,q SGD770 NTS 23 m 23 PGT0002 C A.LYNN�ILLER,P.E. P.E.#68705 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.5/16"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 GLASSWITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, C.5/16"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"LAM[CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E.716"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 G. 13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A GLAZING DETAILSES.......2 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 3116"ANNEALED(MIN.)GLASS,5/16"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 1. 13116"LAMI IG:(1)LITE OF 118"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIRSPACE AND 511W LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS EXTRUSIONSCORNER DETAILA .............. 7 IL.............. 5 WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE.................... 8-11 J. 13116"LAMI IG:(1)LITE OF 118"OR 3/16"ANNEALED(MIN.).GLASS,3116"OR 1/4"AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 716"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 INTERLAYER. L. 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 3116"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 331/3°/6 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS, PRODUCT REVISED as coming with the Florida 5.SHUTTERS ARE NOT REQUIRED. Buildlog Cade AccuAtan�o 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Y�;>3 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-6330. Coutro A: - ELCO TEXTRON NO040721.01,03-0225.05 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION t i 1111 ADM-2005 ALUMINUM DESIGN MANUAL vyN1 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY `��.��'•�,�GENSF, Q HURRICANE ZONE(HVHZ). D 140.56705 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. Sr.ftwd oaoeLu J., rtevteta Deserrytlax �� u Z l ,. GC/ f � ?D/?T/t9 E FBCZDtOCODECtiANGE 1070 TECHNOLOGY DRIVE GENERAL NOTES Q ' i •'•., F !IR 8720!?? D ADDED IG CAP TO BE TENJPERED +30FrNOTE NOKOMIS,FL 34276 title �� OR10f';•' �\�� FX 4195/07 C ADD FTL-5330 TO NOTES 7&CHG.NOTES TO CURRENTEW. P.O.BOX 1629ACmTALUM, HORIZONTAL ROLLER WINDOW, IMPACT ''�� v'f 0 N A\- omm"Or � �� NOKOMIS,FL 34274 Vfsi*Beaer sn«a �I!I Ulu ' l �\ RK. 2/281118 J.J. 3/23/06 HR7?a NTS a if w 412�:�0 � A.LYNN MILER,P.E. E P.E.1158706 21 50 21 50. 1/2"NOM. a EXTERIOR INTERIOR 53 GLASS BITE 55 GLASS BITE (ALL SECTIONS) i� 51 60,61,62 1 63,64,65 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/98"ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"NOM. 7/18"LAMINATED 5116" LAMINATED GLASS 7/16" LAMINATED GLASS 21 50 21 50 112"NOM. 112"NOM. 59 GLASS BITE 59 GLASS BITE 52 66,67,fi$,69,70,71 52 7�73, �4,7 �6,7 PRODUCTT WWSED complying with the Florida Building Cods 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS Aa csNo .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 9/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/18"LAMINATED 7196"LAMINATED 13y Miami Dade Product 5/16"OR 318"AIR SPACE 3/16"OR 1/4"AIR SPACE 1/8"OR 3/18"ANNEALED OR TEMPERED GLASS QD 1/8"or 3/16"ANNEALED OR TEMPERED GLASS QD 13116"NOM. 13/18"NOM. 13!16" LAMI IG GLASS Wl 5116" LAMI13/16" LAMI 1G GLASS W/7/16" LAMI 'Y tso.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. '" - ffinwar. Dow Rmftb= �'fl••,.� Z" IE 1F� ,; �.' JJ 10117/11 E NO CHANGE THIS SHEET Ravisdorar 1070 TECHNOLOGY DRIVE GLAZING DETAILS �•. STA; 1070 J.R. 6120111 D ADDED IS CAP TO BE TEMPERED +30FT NOTE NOKOMIS,R 34276 rer� abig- rc 4115/07 `�C'WMW NO CHANGE THIS SHEET P.O.BOX 1529 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT '�SSIO N A\-��\ VMMIBN Dat: Cho*W Dasa NOKOMIS,FL 342748Wb&?WW. 8nmec smear 'I t f ►l'�t�P.E. F.K. 2/28/08 JJ 31231(16 VEsi'b1y HR710 FU171 2 -f 11 4127-10 E A.LYP.E.#58705 TABLE 1. XOX (1.10/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WIAM S E DLO ARE I" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 383/801 48" 50 518" rA., gp•, 63" 84" A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 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 0 106 3!8" FOR INSTALLATION IN A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 HE HVHZ ABOVE 30 108" 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 +54.6 -54.6 +51:7 -51.7 FT,GLASS TYPES G- 11111 A B !.SHALL.HAVE A ,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 TH UP TO 111" r ,l +6Q,0 -60.0 AND ANCHOR E DP UP TO 111" D,E,L QUANTITY REMAIN J,K,L +75.0 -75.0 UNCHANGED. TABLE 2. XOX (113,1131113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS Wl SAME DLO ARE 1 SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7116" A'B'C, G,H,1 +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" 38 318" 48" 5051811 54" $p" 63" 60" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 ,p 66" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 L 72" A,B,G,H 275.0 -75.0 +75.-0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 1 1 f�RODUCr REVISED I 74" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 . +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 as cmptying with tho Fiosids •� C D,E,F, Human cogs b Fu_p T074" (� I,J,K, L +75.0 -75.0 n��coA�D°=_ _ GLASS TYPES: TEST REPORT FTL-4858(XOX), FTL-4859'(OX& XO)AND FTL-5330 M;�y Pw A. 5116 LAMI (118 A, .090,1!8 A) G. 13116 LAMI IG-1l$ OR 3116"A {MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) [7" B. 5116" LAMI -(1/8" A, .090,1/8" HS) H. 13116" LAMI 1G-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8"AIR SPACE, 5/16" LAMI -(1/8"A, .090,10HS) \�� , T ► t I C. 5/16" LAMI - 1!8" HS, . " �, „ „ „ �\ GXNN M/ ( 090,1/8 HS) I. 13/16 LAMI IG-1/8 OR 3/16 A (MIN.), 5/16 OR 3/8 AIR SPACE, 5/16' LAMI -(1/8 HS, .090,1/8 HS) �� ...•••••.. �lF D. 7/16" LAMI- 3/16"A, .090, „ „ „ „ �� •' c t1sE '••.;1' IV ( 3116' A) J. 93/16 LAMI IG-1/8 OR 3/16 A (MIN.), 3/16 OR 1/4 SPACE, 7/16 LAMI - (3/16 A, .090, 3/16 A) :' ••,-1r E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 13/16" LAMI 1G-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) = = 0 No.58705 ' V F. 7116" LAMI -(3/16" HS, .090, 3/16" HS) L. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116"HS, .090, 3/16"HS) iwww. vow ate: J.J.VOW70/�T197 E NOGH/INQETH153HEE? 0f� O••,•. OP. .••'•�1(`� O Of°' 1070 TECHNOLOGY DRIVE DESIGN PRESSURES J.R. 920/11 D ADDED 1G CAP TO BE TEMPERED(�+30FT NOTE. NOKOMIS,FL 34276 � � nm: � , •., FC OR O.• C' EFX�. ae� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ��'��SS/flNA�- 4!15/07 G ADD INTEGRAi J�1N OPTION 8 UPDA7EA577b1 E 73ot1-02DPs P.o.BQX 162s 11iNOKOMIS.FL 34274U�slbly Bgttg9 A LYNNII+IILLP`fl. � HR710 NTS 3 �► 71 4127-10 E P.E.#58705 27 3/8" MAX.DLO 54 5/16"MAX.DLO FIXED 27 3/8" 27 3/8" VENT MAX. DLO MAX.DLO VENT FIXED D D 's�iiki ; it t'`SSVa,ti k"S'..Sx B B B H X ° x X O x �_ ------ 17- 110"MAX.WIDTH I.F.FRAME —85 85 7/16"MAX.WIDTH I.F. FRAME--• � 111"MAX.WIDTH FLANGE FRAME "6 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 C DLO VENT -- --. — 63"MAX„ SEALANT OR GASKET FLANGE 7AT HEAD AND SILL A I A FRAME ALL 15 67 3/8" I 66" CONFIG. MAX. MAX, DLO ALL DLO ALL FIXED VENTS 15 I.F.FRAME PRODUCT REVISED LITES 62"MAX. as complying with tho.i=lorido I.F.FRAME —— Building Coda aI X ALL Accaptaoue� ! , + CONFIG. Miami do Pr ua Conwl J 1 1 13 FLANGE FRAME LYNN }-" 73"MAX.WIDTH I.F.FRAME --� ,��\ ��,• -\C'ENS�• ' �� C 74„MAX.WIDTH FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) = 'i` NO.58705 DETAIL A - (3X OR XO _ ,�� J.J. 70l77/71 F NO CHANQE THIS SHEET 070 �� '•, STT �F I 7TECHNOLOGY DRIVE ELEVATIONS J.R. am/11 ° NO CHANGETHtSSHEET NOKOMIS.FL34275 "c; nre ��` �•'•. FLORIOQ•'' ,(%j?� FJ( 4/76!07 R C AD TlRuc77WV Al lVJ .8 ° a.o.B{jX 1628 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ' ss/pNpL Oiaxrl Dle�a � � DaEx NOKOMIS,FL 34274 jJ�q f)j�,gyp. tib 1'4 �� / 1 \\F.tc 2128!08 J.i: NTS !1 4127=10 E A.LvE.E.#18705.P.t:. INTERIOR @37 32 35 22 39 1 22i m p 9 2 16 V%evx#*-, NON^ EXTERIOR INTERIOR 13 21 MAX.VENT DLO {-•— MAX. FIXED DLO --]— MAX.VEXT DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION 13-13 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) HEIGHT INTERIOR 17 35 32 FLANGE 37 39 FRAME MAX VENT DLO 16 MAX. FIXED DLO 0 V- 9 22 MAX.FIXED DLO MAX.VENT DLO 43 MAX. WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A A 11 24 (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) 8 21 41 22 2 . . PRODUCT REVI3E1] 2 $ )as Wdiinng Cod writli tl Flatgde 7 24 EXTERIOR INTERIOR AsxepleucgNu •(, 12 D �� 7 21 r '4 i Dade PWu C nim l EXTERIOR INTERIOR LZir 6 1 `�� N� LYNN � ENSF 10 42 •.�r ' SECTION CC SILL HEAD No.58705 (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME ttevaasy: Dam (VERTICAL SECTION, I.F. FRAME) J.J. 90/17711 E NO CHANGE THIS SHEETWNW ST EOF D°9° "� •'•,. 1070 TECHNOLOGY DRIVE SECT ONS %��` •'••. JJA 8/20711 R D NO CHANGE THIS SHEET NOKOMIS,FL 34278 Tw: , fit•,�,•RtoQ.• amRaves i S \ � FIG 4/16/07 C ADD INTEGRAL FIN MW ITEMS91 42AND48AND VIEWS P.O.Box 1s29 ALUM. HORIZONTAL ROLLER WINDOW, !IUlPACT '��SiOINt AL , D1 mvr. ImI� NOKOMIS,FL 34274 VWLly Bemmr " r omstef LYN�MILLER,\p.E. FZ 2/28/08 J.J. 3/23!08 HR710 Half 1 5 of 11 4127-10 E P.E.#se70s ITEM DWG# REV DESCRIPTION MAT'L PGT!# ITEM DWG# REVI DESCRIPTION Y MAT'L T PGT# 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 61223.7' 66 GLASS 13/16 LAMI IG-1/8 A(MIN. 3/8 AIR SPACE,5/16" LAMI(1/8-A,.090 PVB, 1/8"A 2 4025 SASH STOP STD. ANTI LIFT CLIP) 6063-T5 AL 612244 67 13/16" LAMI 1G-1/8"A(MIN.),3/8" AIR SPACli 5/16 LAMI QMA,.090 PVB, I/8 HS 3 #8 X 314 PH.PANHEAD " 3/8" AIR SPACA 5/16" LAM! ll8"HS,.090 PVB 1/8"HS) 7834AA 68 " 13/16' LAMI IG-1/8"A MIN.), " " 4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL 69 13/16 LAMI ICr3/16 A MIN.),5116 Alit SPACE,5116 LAMI 1/8 A,.090 PVB, iib A 6 4136 FLANGE FRAME SILL 6063-T6 AL 64136 70 13/16"LAMI 10-3116'A (MIN.),5116" AIR SPACE,5116"LAMI(I/8"A,.090 PVB 118-PHS) 7 4137 SILL ADAPTOR 71 13!16" LAMI 1G311fi"A(MIN.),5116" AIR SPACE,5116" IAMI(1/8"HS,.090 PVB, 1/8"HS a 6063-T6 AL 64137 � 8 4131 ROLLER TRACK 6063-T6 AL 64131 72 13/16" LAMI ICT-1/8"A(MIN.), 114"AIR SPACE,7116" LAM! 3116"A,.090 PVB,3/16"A 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 ° 13/16" LAMI I10-1/8"A(MIN.), 1/4" AIRSPACE,7/16" LAMI (3/16"A,.090 PVB,3/16"H 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 " 13/16" LAMI]G 1/8"A(MIN.),]/4"AIR SPACK 7/16" LAM! 3/16"HS,,090 PVB,31WHS) 13 4002 A FLANGE FRAMEJAMB 6063-T6 AL 612225 75 13/16" LAMI I0-3/16"A 3/16" AIRSPACE,7/16" LAMI 3/16"A,.090 PVB,3/]6"A 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 76 13/16"LAMIIG-3/16"A IN.),3/16" AIR SPA CI,7/16'LAW(3116"A,.090 PVB,3/16"HS)15 1155 #8 X 1.000UAD PN. SMS 781PQA 77 13/16' LAMI ICY-3116'A IN.},3!]6 AIR SPACE 7/16"LAMI(3116 "HS .090 PVB,3/16 HS) lb 4110 G SCREEN ADAPTOR 6063-TS AL 6411 OG 90 10I4 SCREEN FRAME(HOR&VER.) 3105-H14 AL � 17 4054 B FIXED MEETING RAIL 6063RD-T6 AL 64054A 91 1630 SCREEN CORNER KEYWRINGS POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 19 4066 WSTP.,.187 X.230,FIN SEAL 640660 93 1073 SCREEN SPRING ST.ST. 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-,135 DIA.FOAM EM PVC 22 1683 WSTP.,.250 X.270 BACK,FIN SEAL 61683G 95 ]635 SCREIN SPLINE-.135 DIA.HARD EM PVC 23 225-1 ROLLER HOUSING&GUIDE 42112HD L 96 SCREEN CLOTH 24 1 226 BRASS ROLLER WHEELS BRASS 7BRWH12 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEETINGRAIL b063HS-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 4126 SASH SIDE RAIL 6063-T5 AL 64126 38 1683 W STP.,.250 X.270 BACK,FIN SEAL616830 2.624 j 39 7070 BULB WEATHERSTRIP.187 X.275 67070K .062 40 LIFT RAIL COVER CAP 74078"C" L OR R 41 4139 I.F.FRAME HEAD 6063-T6 AL 64139 42 4140 I.F.FRAME SILL 6063-T6 AL 64140 41 I.F. FRAME HEAD 43 4141 T.F.FRAME JAMB 60636T6 AL 64141 #4135,6063-T6 50 GLAZING SILICONE,DOW 899,995 OR EQUIVALENT 51 1 1224 1 VINYL GLAZINGBEAD BULB(THICK) 6TP247W,K r�tar�ucrz vtsE� G 52 1225 VINYL GLAZING BEAD BULB(THIN) 6TP248K 2.784 P ODUCT SVIwith the Ptorida 53 4039 B GLAZING BEAD-5116" 6063-T5 AL 64039B A°'ridlnB Coda ranw Nu 54 4044 B GLAZING BEAD-5/16" W/GRTLLKIT 6063-T5-AL 644703 .062 n 2orG� 55 4222 A GLAZINGBEAD-7/16" 6063-T5 AL 64222 3.152 ` 56 985 C GLAZING BEAD-7/16" WlGRTLL KIT 6063-T5 AL 6985 .062 M� ®d0 Pro "m Contra 59 4067 GLAZINGBEAD- 13/16" 6063-T5 AL 64067 1.986 60 GLASS 5/16"LAMI 1/8" A,090 PVB, 1/8"A I.F. FRAME JAMB 61 5/16"LAMI 1/8"A,090 PVB, 1/8" HS 43 #4141,6063-T6 00 LYNN �� 62 " 5/16"LAMI 1/8"HS,.090 PVB, 1/8" HS 63 It 7/16"LAM! 3/16"A,.090 PVB,3116" A `T r•' • 2.790 .. �' :' •.� 64 7116" LAMI(3/16"A,.090 PVB,3/16"HS _ NO.58705 42 I.F. FRAME SILL 6S " 7116"LAMI 3/16" HS,.094 PVB,3/16" HS DSW ts #4940,6063-T6 --p �. Rana els ar!& ' '." I • �7... J.J. 10/17!?? RE ND CHANQE THIS SHEET STAT OF <ll J.R. Bl21U?? D ADDED tN.)"TD GLASS TYPES eCoro rscHNOI ocY RIVE PARTS LIST : '�`S . FL o tvP.• �.` nd �: NOKOMIS.FL 34278 .� ` F-K 4115107 c ADD trE+us a?,42 4,9 P.O.BOX 1528 ALUM. HORIZONTAL ROLLER WINDOW, IMPACTomm /OVAL ��` �' Oam NOKOMIS,FL 34274 Vkib&Better eae� N Aw. �1 t F.K. 2/2M J.J. 3/23/08 HR740 NTS 6 � 79 4727-1D LC A.LYP Mf$�,P E f-.062 1.513--{j 1 I 1.187 '-+- .040 ,738 3. 52 -'1.443--.-I 1. 7� .062 1173 062 3 10SASH STOP COVER #4053,6063-T5 1.� �-2.710---�•� �--2.710 O FLANGE FRAME HEAD 6 FLANGE FRAME SILL FRAME SILL ADAPTER —2.784 #4102A, ,6 #4136,6063-T6 a #4137,6063-T6 T n 1.363 .082- � •061 1.18T 7 FLANGE FRAME .IAMB —4--.0622 .o6z 13_ #4002A, 6063-T6 490 .437 I T}�+-1.45'1-i-� T .461 1.403--«'1 SASH STOP HORIZ. ROLLER TRACKFIXED MEETING RAIL #4025,6063-T5 #4131,6063-T6 17 #4054B,6063HD-T6 .062 2 78 — .062 2. 26 Vq 3 1'1j87 1.349 ' ,__�_____�� _ . 11 .062 .349-r 1 --� 1.081 �-- .291 678 1.098-j-' 21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL 37 SASH SIDE RAIL GLAZING BEAD 5/16" PRODUCTPIEViSED #4133,6063-T6 #4006D,6063HS-T6 #4126,6063-T8 53 #403913,6063-TS as complying with the Florida Building Code Acceptance No •� 1 .(, L ' Dato Ol� � MiaGttDBde Coirtro A •-•-50 .878 .678 .050--�-�.678 .683 rp .060 1.096-�+--••�-T 1.096--- --�-•�T 1.115 'T —h+----►t-1.097 t t t t t r t 54 GLAZING BEAD, 5/16" 55 GLAZING BEAD 7116" GLAZING BEAD, 7/16" 59 GLAZING BEAD 13/16 A tYrdN `' ,� >> pN�•.YNAI Mil #40448,6063-Tv #4222A,6063-T5 #986C,6063-T6 #4067,6063 T5 `R�� '�titC NS�c ' �F.p (USED W/GRILL KIT) (USED W/GRILL KIT) N0. 58705 •'� ROW Br. Dam: Revbbm: - ��•_—•� J.J. E N ;� '•. �"•�-(t I� O.CHANGE THIS SHEET (� STAT 6F-- J.P. F C(/ Rsv. 61 Revt�a+aK 1070 TECHNOLOGY DRIVE � � EXTRUSIONS � � ••,.fiLOR1DA`.•'• �� J.R. 6/20/99 D f110 CHANGE THIS SHEET NOKOMIS,FL 34275 7WXi --- ALUM. HORIZONTAL ROLLER MNDOWMPAC , IT / '%SS�ONAL t��G RevadBy. �: Ra18; F.fG 4/95/07 C NO CHANGE THIS SHEET P.O.BOX 1629 m"W- Date: Cheadced . Dam NOKOMIS,FL 34274 j/ jjy odeE see H" C A LYIV'11110\\ VI1111MILLER PZF,K. 2/28/06 J.J. 3123106 HR790 Half 1 7 & 11 4127-10 E P.E.#56705 ANCHOR QUANTITIES,XOX(114-1/2-114)WINDOWS TABLE 4NOTES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D.E,F,J,K,L ANCHOR TYPE 2,3,WOOD 2, CONC 1,CONC 2,3,WOOD 2, CONC 1, CONC 1• ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1 -1/4"ELCO TAPCONS 2- 1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) to cs 2.GLASS TYPES: A WINDOW SIZE HEA©A SILL g HEAD&SILL � HEAD&SILL ¢ HEAD&SILL 2 HEAD&SILL °gD HEAD&SILL 2 A. 5/16"LAMI-(1/8"A,.080 1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W H '29 ' ' B. 5/16"LAMI-(1/8"A,.090, 1/8"HS) FT.GLASS TYPES G-L SHALL HAVE A 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 C. 5/16"LAMI-(1/8"HS,.090, 1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND D.7/16"LAMI-(3/16"A,.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 3 -1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 9+C2+1+C2+1 3 F. 7/16"LAMI-(3/16"HS,.090,3/16"HS) G. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(1/8"A,.090, 1/8"A) 54.000 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 H. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.), 5/16"OR 3/8"SPACE,5116"LAMI-(1i8"A,.090, 1/8"HS) 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 L 13/16"LAMI IG- 1/8"OR 3116"A(MIN.), 5/16"OR 3/8"SPACE,5/16"LAMI-(1/8"HS,.090, 1i8"HS) J. 13/16"LAMI IG- 1/8"OR 3116"A(MIN.), 3/16"OR 114"SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) 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+1 3 K. 13/16"LAMI IG-118"OR 3/16"A(MIN.), 3116"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/16"HS) 60.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+G2+1 2 1+C2+1+C2+1 211+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 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"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 ll+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 11+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: 101/2"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 25 314"MAX. FROM CORNERS. 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 i 1+C2+1+C2+1 3 1+C3+2+C3+1 3 JAMBS: W MAX.FROM CORNERS AND 221/2"MAX.O.C. 74.000x 38.375 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 27 1+C2+2+C2+1 2 9+C2+2+�+1 Z TABLE K ., XEYO 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+C3+4+C3+1 3 -o--ANCHOR QUANTITY PER JAMB 50.625 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+G2+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+C2+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) 63.000 1+C2+2+C2+1 3 1+132+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 ANCHOR AT EACH OPERABLE VENT PLUS(4)ANCHORS AT FIXED SECTION. 84.00flx 38.375 1+G2+2+C2+1 2 1+C2+2+G2+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+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 11+C4+3+C4+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+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 .�� ---3"MIN. 63.000 i+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 '1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+04+3+C4+1 3 9"REF. X O X 108.375 x 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 T 48.000 1+C2+3+C2+1 3 1+G2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 PRODUCT REVISED MTG.RAIL,TYP. as complying with the Florida 50.825 'I+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+� 3 1+C3+3+q+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/QTY. OF (3)ANCHORSBuildingCode 54.000 1+C3+3+C.3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) Da 60.000 1+C3+3+C3+1 3 1+C.'2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 ' �v1i Dade Plod uct Cant>no 63.flt>0 1+C3+3+C3+1 3 1+C2+2+ +1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 3 25 314"MAX. 111.000x38.375 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 1112"TYP. I•+-3"MIN. �t r I I r r�, 48.000' 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 " -V ,� LYNN 50.625 1+C2+3+C2+1 3 1+C2+2+C2+1 31 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 9 REF. X O X \��,`�0 ..........?I�ze 54.000 1+C3+3+q+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C 3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 Na. 58705 .'• 60.000 1+G3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 311 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 MTG.RAIL,TYP. - 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+�+4+C5+1 4 EXAMPLE CLUSTER W/ QTY .OF (4) ANCHORSibwd =-o ': a• J.J. 90147111 • E NO CHANGE THIS SHEET-IgQ STA EIF J.R defo °ft. R 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, XOX 1/4-11'2--1/4 fi O ADDED 1G CAP TO HLA 7BWPERED t80FT NOT ;'�' •' • toRlflP ti� 0/f 4 E: NOKOMIS,FL 34275 tms 5'•........••'' \�� r � FX 8r 15W C DAM rABLE4,SELECT VALUES DUE TO ANCHOR CAP.ADJ. P.O.BOX ionPicALUM. HORIZONTAL ROLLER WINDOW, IMPACT '''ii CONAL t'e N\` GAMNOKOMIS,FL 34274 J.J. 3Visibly Better mw r te. Ro A.LYNN MILLER,P.E..F.K. 2!28/06 129108 HR710 NTS 8 a 11 •4927-10 E P.E#ILLER ANCHOR QUANTITIES XOX 113-113-113 WINDOWS TABLE 5 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L NOTES: ANCHOR TYPE 2,3,WOOD 2,CONC 1, CONC 2,3,WOOD 2, CONC 1,CONC 1. ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1 -114"ELCO TAPCONS 2- 1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) WINDOW SIZE HEAD&SILL HEAD'&SILL Q HEAD& SILL HEAD& SILL HEAD&SILL m HEAD&SILL g 2' GLASS TYPES: Q Wy v H ' ' A. 5116"LAMI-(1/8"-0,.090, 1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 "' B.5/16"LAMI-(1/8"-0,.090, 1/8"HS) FT, GLASS TYPES G-L SHALL HAVE A 48.000x 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 C.5/16"LAMI-(1/8"HS,.090, 1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 311+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D. 7/16"LAMI-(3/16"A,.090,3/161 A) ANCHOR QUANTITY REMAIN UNCHANGED. 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+1+C2+1 3 E.7/16"LAMI-(3/16"A,.090,3/16-HS) 54.0001+G2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+G2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 9+C2+1+C2+1 3 F. 7/16"LAMI-(3/16"HS,.090,3/16"HS) G. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 318"SPACE,5/16"LAMI-(1/8"A,.090, 1/8"A) 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+C2+1+C2+1 3 H. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(1i8"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 1+C2+1+C2+1 3 1+C2+1+G2+1 3 1+C3+1+C3+1 3 1. 13116"LAMI IG- 1/8"OR 3/16"A(MIN.), 5/16"OR 3/8"SPACE,5/16"LAMI-(1/8"HS,.090, 1/8"HS) 53.125 x 38.375 1+G2+1+C2+1 2 11+C2+1+C2+1 2 1 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 3/1&'A(MIN.), 3/16"OR 1/4"SPACE,7116"LAMI_(3/16"-0,.090,3/161A) K. 13116 LAMI IG-1/8 OR 3/16 A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3116"A,.090,3/16"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. 1311$"LAM) IG- 118"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7116"LAMI (3/16"HS„090,3/16"HS) 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+1+C2+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+G2+1 3 11+C2+1+C2+1 3 1 1+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.000 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+C3+1+C3+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 31+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C.3+1 3 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+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 25 3/4"MAX. FROM CORNERS 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 JAMBS' 9"MAX. FROM CORNERS AND 22 1/2"MAX.O.C. 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 X O X 1+C2+1+C2+1 '3 1+C2+1+C2+1 3 TABLE KEY. 54.000 1+G2+1+G2+1 3 1+G2+1+G2+1 3 1+C2+1+G2+1 3 1+C2+1+C2+1 3 1+G2+1+C2+1 3 1+G3+1+C3+1 3 1+C3+1+C3+1 3-]--"--ANCHOR QUANTITY PER JAMB 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+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+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 66.000x 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 A CLUSTER OF(3)ANCHORS CENTERED 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 11+C2+1+C2+1 3 1+C2+1+C2+1 3 ON EACH MEETING RAIL PLUS(1) 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31+G2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 ANCHOR AT EACH OPERABLE VENT PLUS(1)ANCHORS AT FIXED SECTION, 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+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL. 60.000 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+C2+1+C2+1 3 1+C3+1+C3+1 3 I, 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+G2+1 2 1+C2+1+C2+1 2 1+C2+1+G2+1 2 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 25 3l4"MAX. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 311+C2+I+C2+1 3 1+G2+1+C2+1 3 1+C3+1+C3+1 3 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+ + � �3"MIN. 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+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 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+CZ+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 i+G3+1+C3+1 3 PRODUCi'REVISED MTG.RAIL,TYP. as complying with the Rodd® 84.00Ox 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C;2+1 2 1+G2+1+C2+1 3 1+C2+1+C2+1 2 1+G2+1+C2+1 2 BuildiugCorlc 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 EXAMPLE CLUSTER W/ QTY. OF (3)ANCHORS B�p,M20da 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+G2+1 3 1+G3+1+C3+1 3 SHOWN IN TABLE KEY ABOVE) �°' 54.000 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 m 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 31 I+C3+1+C3+1 4 1+C3+1+C•3+1 3 1+C3+1+C3+1 3 25 3/4"MAX. 63.000 1+C3+1+C3+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 1+C4+1+C4+1 4 1 1/2"TYP. 86.437 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 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 I-+--3"MIN. 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. `�� ONS(xt L.... 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+1+C2+1 3 1+C3+1+C3+1 3 : q�r OCEN, Fj 54.000 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+C.3+1+C3+1 3 ;' ••. 60.000 1+G2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C;3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C;4+1 4 MTG, RAIL,TYP. No. 58705 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 311+C4+1+ 4 EXAMPLE CLUSTER W/ QTY. OF (4)ANCHORS i1 J.J. 10117111 E NO CHANGE THIS SHEET RWfidBr. Daft Re*bw1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, XOX(113-113-113) sTA F •'• t(/ % � • . J:fb 6x10/11 D ADDED IG CAP TO BE TEMPERED t30J�T NOTE. NOKOMIS,FL 34275 ' �� (� ��ORlO P.•'• �� D R P.O.aox�529 ALUM. HORIZONTAL ROLLER WINDOW IMPACT ''siS10NAL jx\\ 7g�sr. FX M15/07 C UPDATE TABLES,SELECT VALUES DUE TOANCHOR CAP,ADJ. Omwn By �►� NOKOMIS,FL 34274 VW&Better � J � A.LYNNrMILLER,P E. FJC 2/28/08 J.J. 8/231(16 HR710 1VT5 9 7x9 ¢927 90 E P.E. LLr= ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L NOTES: ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1 - 1/4 ELCO TAPCONS 2- 114 ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(135) -j y 2. GLASS TYPES: pJ m p �_ m p � m p � pJ to to ,� A WINDOW SIZE ss�� c¢� ee�� m _� m A.5/16 LAMI-(11.18"A,.090, 1/8 A) FOR INSTALLATION IN THE HVHZ ABOVE 30 m W N �` 06 <m < W co W co +n B.5/16"LAMI-(118"A,.090,I/&'HS) FT,GLASS TYPES G-L SMALL H W v H = < _ � _ _ °8 < _ °8 < _ ad -Q, C.5/16"LAMI-(118"HS,.080, 1/8"HS AVE A } TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 X 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D. 7/16"LAMI-(3/16"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16"LAMI-(3/16"A,.090,3/16"HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7116"LAMI-(3/16"HS,-090,3116"HS) 50.625 1+C2+1 3 1+C2+1 3 1+102+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(1/8"A,.090, 1/8"A) H. 13116"LAMI IG- 1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5116"LAMI-(118"A,.080, 1/8"HS) 54.Ofl0 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I. 13/16"LAMI IG-1i8"OR 3/16"A MIN.}, " �� " { 5/16 OR 3/$ SPACE 5/16' 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-118"OR 3116"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16"-0,.0 ,903/16"A) 63.000 1+C2+1 3 1+G2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 L. 13/16 LAMI IG- 1/8 1+C3+1 3 K. 13/16 LAMI IG-1/8„OR 3/16"OR 3116�A{MIN.),3/16"OR 114"SPACE,7/16"LAMI-{3/16"�A,.090,3/16"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 A(MIN.),3/16 OR 1/4 SPACE,7/16' LAMI-{3/16' HS,.090,3116 HS) 48.000 1+C2+13 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 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 $ 1+�+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 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 8 SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4n MAX.FROM 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C +1 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS 2 AND 221/2"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 38.375 1+C2+1 2 1*C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 0 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 $ 2+C3+2 3 -ANCHOR QUANTITY PER JAMB 50.625 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+C2+1 3 1+C3+1 3 A CLUSTER OF(3)ANCHORS 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 CENTERED ON THE.MEETING RAIL PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1' 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION. (7) 60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 -1 ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+1 3 1'+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 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 18 314"MAX. �I 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 + + I � �-�►-3"MIN. 3 2C42 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 `9"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 I 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 MTG.RAIL PRODUCT REWSED as dying with the Florida 50.625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY OF (3)ANCHORS �aepteam No wA A. 54.000 2+C3+2 4 1+C2+1 3 2+103+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 {SHOWN IN TABLE KEY ABOVE} " DaW 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 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 4Na'ID� ` °*O 18 314"MAX. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 1 1/2"TYP. ' 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 I~�--3"MIN. ti l i !11 " LYNN 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 RF' X O ��` ON�••••••. 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 60.0002+C3+2F4q 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 MTG.RAIL No.58705 63.000 2+C3+2 .1+C3+1 3 2+C4+2 4 2+C4+2 52+C3+2 4 2+C4+2 5 EXAMPLE CLUSTER W/QTY OF (4)ANCHORS :-0 --� r Oft Sp , - J.J 10117/11 E NO CHANGE TH18 SHEET f�► �[/ ' war. 1070 TECHNOLOGY DRPfi ANCf JORAGE SPACING 4X AND XO WINDOWS Q•�'' , srA F t� J.R B/2011 i D Al7DED IG CAP TO BE TEMPERED(�+90FT NOTE W;878-p am NOKOMIS,FL 34276 � TxW ' �� •.•'�LOR10P.• '��_� F.K. 4H6/07 C CHS TABLE#TO 8,&SELECT VALUES DUE ANCHOR CAP.ADJ P.O.BOX 1528 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT '%s;SZ41VAL 'F ' OIchodfod tete: NOKOMIB,FL 34274 1VWbly Better ` N�1 11 �,P.E F.K. 2/28/06 J.J. 3/23/06 HR710 NT$ 70 11 4727-10 E A.LYNN#68705 13/4"MIN.E.D.TYP. 2x WOOD BUCK, NOTES: CONCRETE MIN. KSI NOTE 3 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO ° 1 3/8" TAPCONS EMBEDED 1318"MIN. OR 1/4"SS4 CRETE-FLEX EMBEDED 13/4"MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. '" '•e : 1x WOOD - NOTE 1 Q BUCK, 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE#12 STEEL SCREWS.(05)OR 1/4"SS4 CRETE-FLEX WITH NOTE 3 #12 TRIMFIT HEAD. 114" 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4" THAN 11/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. Mme' MAX. WOOD 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 BE A MINIMUM STRENGTH OF 6063-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 FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA.ARE MET,THE 1/41' RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. M' 5.MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIM 1 MINN... 1/4"MAX.SHIM 1114"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (1.5 KSI CMU) ° OR � PER NOTE 1 (3.4 KSI CONCRETE) �v a WOOD CONCRETE ANCHOR, ANCHOR, NOTE 2 NOTE 1 ,,°• A 1 3/4" EXTERIOR INTERIOR ,a, MIN. E.D (HEA &SILL DETAILS A,B,C, D, &H) TYP. 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 SEE NAILING DETAIL E DETAIL F _T INTERIOR (JAMB DETAILS E,F&1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR li CONCRETE ANCHOR, WOOD DETAIL H (HEAD) NOTE1 ANCHOR, NOTE 2 ` NAILING .131 DIA. MIN.x 2112"NAIL �tt7DTJG"l,REVISL�D AT CORNERS AND 5"O.C. as complyLlg with the Florida 1/4" 114" TYPICAL DETAILS G, H&I. BuiidingCode MAX. MAX•-� Acceptance No •, SHIM SHIM ti on ate • v SEE_� Miod ade Product Contin •NOTE 1 17/8'MIN. NAILING °. 1 °1 13/4"MIN. ° t1lltatl� E.D.TYP. MIN.3.4 KSI SEE NAILING LYNN o ' :�' CONCRETE 2x WOOD �O ••• ••• /�� i DETAIL C BUCK, DETAIL D �• aE"S� NOTE 3 DETAIL G (SILL) DETAIL I (JAMB) No.58705 •'•'�' ppt�w��p.. ��,,__`` TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS ..pyY Y7. aw�i �. J.J. 1!1/17/11 E NO CHANGE THIS SHEET o •'.• "J.R. 070 TECHNOLOGY DRIVE ANCHORAGE DETAILS O,� '•• �TA E�F •'• �` .R. t3/: D NOCiL4NQFTHISSHEET NOKOMIS,FL 34275REVIr T aloe: i •.•COR1D�;'.•' �� R SEND s 1 2 RD1N TRrM MT HD. t: ALUM. HORI,zDNTAL ROLLER WINDOW IMPACT ,��'%SSICNAL E� s:11 FX 4/15/07 C ADD LF,r?7AME. CHG.NOTE 5 TOF110, CURP.ENT EWl0N'' P.O.BOX 1629 D� NOKOMIS,FL 34274 yy Berg : a +� +�, '1 r t I s! `� K. 212,406 J.J. 3/23/08 trR710 Half 17 97 412710 E a Ly E.#I I I P.E. GENERAL NOTES: SERIES 720/820 IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'TIP-TO-TIP WIDTH Is HURRICANE ZONE(HVHZ). 47'BUCK WIDTH 48'BUCK WIDTH 48'BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-114'VISIBLE 45-1/4'VISIBLE 45-i/4°VISIBLE WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH INSTALLATIONS ABOVE 30*IN THE HVHZ,THE OUTBOARD PRODUCT ROMWED LITE(CAP)MUST TEMPERED. B,SHEET 6 1 8 MAX D,SHEET 7� 6'MAX F,SHEET 8 �'`- 2'MAX- Buil�y�wIl6 tfie Florida H,SHEET 9 A 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, tenes ft O USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY I ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS , � � o � WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A AC I E,SHEET 8 E,SHEET 8 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET 6 � SHEET 6 " C BUCK SHEET 7 ! SHEET 7 G,SHEET 9 � O, HEFT 9 —� —` — } 4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE HEIGHT 96" a 1 ---- ' - CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE L r HBUCK EIGHT N OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. _----- 92-114■ I 93-114• WOOD BUCKS DEPICTED AS 2X ME 1.1/2"THICK OR 12"MAX. i VISIBLE 12"MAX. ' / ' VISIBLE GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE O.C. 53.114" LIGHT O.C. ( I LIGHT VISIBLE 6"MAX. DESIGNED TO PROPERLY TRANSFER LOADS TO THE f ; / HEIGHT ' ' HEIGHT LIGHT O.C. x STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS J �6■ T I / HEIGHT / THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ' 58•TIP-TO ' c BUCK Y ARCHITECT OF RECORD,(AOR). �a8 TIP HEIGHT ' r b)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE � HEIGHT I `� BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF I I } Q coQ SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED ' c+! ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION0 T L I 0 W ,� caul ANCHORS SHOULD BE SEALED.OVERALL y N J Z �8 t•` SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF g• B_� �.,�- 12'MAX.O.C. 6" 1�.� F,SHEET 8 Z N u- INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND IypX SHEET 6 MAXD--1 �- 12 MAX.O.C. � � = LL r r W 5 THE SCOPE OF THESE INSTRUCTIONS. SHEET 7 2 MAX. H.SHEET 5 Z U X N o 5"MAX.O.C. W - 0 S2 00 5 ON 6)MAX1/4'SHIMS ARE REQUIRED AT EACH ANCHOR TYP. FLANGED FRAME TYP. EQUAL-LEG FRAME TYR FIN FRAME ELEVATION o LLI> mY z LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION (TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT} o 0 p O o SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING r Z d: Z ...• Q APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE LLO SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. FIGURE 1: GUIDE TO SHEETS: 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK 7)DESIGN PRESSURES: MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. I j � A �aayg GENERAL NOTES........................ 1 ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME ® oI Z NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS................„.............. 1 MEMBERS,SEE FIGURE 1,THIS SHEET. � TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS........„.....„... 2-5 Z E1300-05. DESIGN PRESSURES..................2-5 12"O.C. O O B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE...........»6 MAX. / I" WIDTH «( }+- WIDTH -I f..- WIDTH-+-{ Imo- WIDTH °-{ "Z" s1aaS PRESSURE,STRUCTURAL!CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 - - - - - - -- -1 I- -1 f— 1 U. ANALYSIS AND GLASS PER ASTM E1300-09. INSTALLATION,INT;FIN A........».8 I I I �:� N N INSTALLATION.INT.FIN B...........9 � rs �f D W ti 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...............-..10 / � � �� u'i Y� � w y' ni %' � K Ld w a a DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................1Q 6' _ ( x x I s I I W O TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LtST............ .... . 10 I I L - - J ala av saua5 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS .... PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR �-■ WIDTHS-{ }�--WIDTH -� }� WIDTH -"-I r- WIDTH . ►I X 1 t 1 I/11 THE EVALUATION C ANCHORS INTO WOOD.ANCHORS THAT TABLE t: - - --4 - - - T r- - - -1 T I' `I ��y�{ LYNN COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Type Desoriptlon Sheet - - ``� ��p. •`G.�Sfi •�c� ,,: SHALL MEET THE REQUIREMENTS OF THE FLORIDA # BUILDING CODE FOR 'ARROSlON RESISTANCE. 1 7116"Lem t 3116"An-.050"PVB-3116"HS 2 w u�-i %N wull� W %P 2 7116"Lam[ 3116"HS-.09(r PVB-3116"HS) 2 x x x No.58705 9}REFERENCES:TEST REPORTS TEFLEX 3850&7212; 3 1-1116'Lauri. IG 3/16"T-7116"Alt-3116"An-.090'PVB-3/16"HS) 3ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSUAF&PA L J NQS FOR WOOD CONSTRUCTION -(2005)AND ADM 4 1-1116"Laml. IG(3116"T-7116"Air-3116"HS-.090"PVB-3116"HS) 3 ALUMINUM DESIGN MANUAL-(2005). b 7118"Lauri 3116"An-.OW SG-3118"An 4 {� WIDTHS{ } WIDTH -�{ - WIDTH I-+- WIDTH -►{ t5 •: `- ""� ) Im 6 7116'Lamfi 3118"HS-.090"SG-3/18"Hs 4 T - - - - - - r -- - r - - 1 �— -- — — �� ' S�cAT ��: 10}THE 720 SERIES USES A PVB INTERLAYER,THE 820 7 1-1118"Laml, IG 3116"T-7/16"Air-3118"An-.090"SG-3118'An b T i�i(� Fl plzl©�' (jam SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 8 1-1116"Leml. iG 3118"T-7116"Air-3116"HS-.090 SG-3116"HS} b ' •••••• ' MAY ALSO BE REFERRED AS THE 701 SERIES. "SG"='DUPONT®SENTRYGLAS INTERLAYER"BY E.I.DUPONT w �' � / ION A`- DENEMOURS&CO..INC. ? ( 111 I 1111 t i A LYNN MILLER,P.E. P.E.#66705 TABLE 2: Window Design Pressure(+/-,psf)for Glass 'Type 1 Lang Side(in) 87-7t8 1 72 78 80 84 7116'LAMINATED 88 92 98 100 104 109-112 �r- 30 +1-80 +1-80 +1.80 +/-80 +1.80 +1.80 +1.80 77-80 +J-80 +1.80 +1-80 GLASS STACK 32 +J-80 +1-80 +1-80 +1-80 +140 +/-80 +J-80 +1-80 +t-80 +1.80 +1.80 I090"PVB INTERLAYER 34 +/_80 +1-80 +1-80 +1-80 +140 +1-80 +/-80 +/-80 +1-80 +/-79.8 +/-79.4 36 +/-80 +1-80 +1-80 +1-80 +/40 +/-80 +1-79.7 +1-77.2 +175.1 +1-73.4 +1-722 3/16"HEAT STRENGTHENED GLASS 38 +1-80 +/-80 +I-80 +1.80 +1$0 +1-78.1 +1-75.2 +1-725 +/_70.3 +7.68.5 +1.66,3 3/16'ANNEALED GLASS PROA.UCT RENEWED 40 +180 +1-80 +1-80 +/_79.8 +1-77.2 +1-74.3 +/-71.3 +1-67.9 +1.85.1 +1-83.4 +/-81.6 4 as complying vAth the Flown 42 +1-80 +/•80 +1.80 +1-7T.4 +1-74.3 +1-71.3 +1.88.2 +1-64.7 +1.81.8 +/-59.8 +/-58.2 11 PWldb*Code 44 +t-80 +1-80 +I-78.9 +l-75.4 +/-72.1 +/M.9 +/-85.8 +1822 +JS9.7 +1-57,5 USED AT CURVED Acccptanc0 No L 48 +/_80 +1.80 +7-77.2 +/-73.8 +/-70.1 -71--M8 +/-63.5 +1.60.3 +1x7.7 FRAME MEMBERS ONLY radon Da 48 +1-80 +/-79.3 +1-75.8 +/-71.9 +i-88.3 +/849 +/-61.5 +/-58.2 (g�11-718'O.C.MAX. 29 S/8" �-- LONG SIDE � 50 +1.80 1 +1-7T.5 +/774.1 +/-70.3 +/-88.7 +/.831 +J-59.7 GLASS BITE .2 52 +1-79.1 +1-75.6 +/-72.4 +1-68.8 +/-65.1 +1-81.5 1-3 Miami Dade Product Contra 54 +1-77.4 1 +1-73.8 +1-70.5 +/-67.3 +1-63.5 (� SHORT 56 +!•758 1 71.72 +/-88.6 +1-65.3 EXTERIOR f ` SIDE m 58 +1.74.2 1 +1.70.3 +/.88.8 20 13 60 +/_721 +1-68.7 +1-85 cv 62 +!-7t.2 +/-67.1 GLASS TYPE 1 84 +1-89.7 +J-�i.5 M 87 718 ++ 3 �+-- LONG SIDE NOTES: y a p M 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT t°FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. , _ S4--4. 3 0 3/� C SHORT Cf) net 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. - - �J�j'tz -y- o � o C4 � CNI TABLE DIMENSIONS MAY BE O C-4w N ORIENTED VERTICALLY OR Q -j 0) o Z HORIZONTALLY AS SHOWN. 2 W r N w UM-0 0 _ d o TABLE 3. oo xFW- Z m M cO 5 '-ON O C9 sma Window Design Pressure(+/•,psf)for Glass Type 3 o O Y r Z O Long Side(in} o Z' d. Z � O N � 67-718 72 76P+JHBon 84 88 92 98 100 104 NO9-112 1-1116"NOM. W 30 +1-80 +1-80 +/-80 +/$fl 77-80 +1-80 +1-80 +1-80 +1-80 +1.80 GLASS STACK 7116"LAMINATED 04O 32 +/-80 +/-80 +!-8fl +1-80 +1.80 +/-80 +/-80 +/-80 +1-80 +1-80 GLASS STACK F 34 +/-80 +/-80 +1-80 +ISO +1-80 +/-80 +1.80 +/-80 +1-80 +/80 3116'HEAT SHORT 1"' as 38 +1-80 +188 +1-80 +1-80 +!•80 +/-80 +180 +1.80 +!-8o +1-80 3/16'TEMPERED GLASS STRENGTHENED GLASS SIDE � Z Ix 1 4S 38 +1-80 +1-80 +/.84 +/-80 +1-80 +/-80 +1-80 +/-79,4 +176.4 1. +1-74.3 9 - � to 40 +1-80 +lSO +1-80 +1-80 +1.80 +I.BO +/_ 3/16 ANNEALED GLASS 84 +1-787 +173.5 +1_70,9 +1-89 7116"AIR SPACE .090"PVB g. O � z 42 +!-8fl +1-80 +/-80 +1-80 +1.80 +/-80 +t-7T +/-731 +1.89.8 +1-66.9 +1-85.2 Q z el�S 44 +1-80 +1.80 +/-80 +1.80 +150 +1-77.8 +1-74.1 +17INTERLAYER 0.3 +1.67.5 +J-83.9 11 a 48 +/80 +1-80 +/.80 +t-BO +1-79.2 +1754 +1-71.7 +/4881 +7 85.1 5 U.O Z IN N v 48 +l-8fl +180 +1.80 +1-80 +/-77.2 +1-73 3 +/.89.5 +1.658 USED AT CURVED `/ LONG ►= to 50 +/-80 +180 + 80 +1.79.4 +/•75.3 +1-71.3 +1-67.5 �// SIDE w W ?�y? 52 +1.80 +1-80 +1.80 +1-77.7 +l 73.5 +1-69 5 FRAME MEMBERS ONLY 29 5780 U x W 0-0. 11-718°O.C.MAX GLASS BITE E 54 +1-80 +1-80 +1.79.8 +1.78 7/_71.8 -99- W 0 58 1+/-80 +1.80 +1-77.5 +1-73.8 -3 aAu Asa° sauag 58 +/-80 1 +/-79,4 +/-75.4 80 +1.80 1 +1-77.8 +/-73.5 EXTERIOR l\1 i ti 14 l i l t 17 j`, 62 +1-80 +175.8 22i 21 13 SHORT �� `( -YNN 4 i� 64 +1-78.8 +t-T4 SIDE \�� '��'O ..CfiNSF?/C��,p 66 +/.77.2 GLASS TYPE 3 67.7!8 +l 7d.9 •. NOTES: No. 58705 _ 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. -4 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. STAE F FWRIO�• 11111 A.LYNN MILLER,P.E. P.E.#58705 TABLE 4. Window Design Pressure(+1-,psf for Glass-Types 2&4 6T-716 72 76 80 Long Side(m) 84 88 .8 96 100 104 109-112 112 i16 120 124 128 132 130 140 144 30 +/-80 +1-80 +1.8Q +/-80 +1.80 +/•80 +180 +1.80 +1-80 +1.80 +/_80 +1.80 +!- 32 80 +/•80 +/-80 +/-80 +/.80 +1.80 +/.80 +J-80 +1•80 +/-$Q +1.80 +1-80 +1.80 +/-80 +/-80 +/.80 +/.80 +J-80 +1-80 +1-80 +/-80 +1-80 +/-84 +t-R1 +180 +180 +1-80 34 +1.80 +1.80 +/.80 +1-80 +1-80 +1-80 +1-80 +1-80 +1.80 +/-80 +l-80 +I-80 +1.80 +1-80 +/-80 +1-8D +J.8Q 38 +/-80 +/_80 +/_80 1 +/-80 +/.80 +1.80 +1.80 +/-80 +/80 +/-BO +1-80 +1.80 +1-80 +/•80 +/-80 +1-80 RODUC•�%;ry3D 38 +/80 +1-80 +!•8LI +/-80 +1-80 +/-80 +1-80 +1.80 +l-80 +1.80 +1.80 +1-80 +J-80 +/-80 complyls;g with toe Florida 40 +/-80 +/-80 +/-80 +/-80 +1.80 +/-80 +1-80 +1-80 +J•8Q +J-80 +180 +/.80 gilding Code ,. 42 +J 80 +1-80 +1-80 +1-80 +/-80 +/-80 +1-80 +l-8fl +/-80 +180 +/80 No 44 +/.80 +/.80 +180 +/.80 +1-80 +I 80 +l-80 +/-80 +1-80 +/.80 130; 46 +/-80 +1-80 +1-80 +1-80 +/.8Q +1-80 +1.80 +/-80 +/-80 �- v 48 +/-80 +1-80 +/.8p +/80 +/8Q +J 80 +1-80 +1-80 50 +/•80 +i-80 +/.8Q +/-80 +1-80 +/-80 +1-80 M g s 52 +/-80 +/-80 +/-80 +/$0 +1.80 54 +1-80 +1-80 +1-80 +t-80 56 58 W. +1.80 +/-80 N 60 +1-80 +/-80 779.3 62 64 +1-80 +I.BQ � 66 67-718 +1-80 NOTES- w ch ? a Y 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. }� e 00 0 N � j (I w zLL � iC8fivQo W UV XD o a 1-1118"NOM. TABLE DIMENSIONS MAY BE ~ m O 0 9RIQ 7/160 LAMINATED GLASS STACK ORIENTED VERTICALLY OR O p Z N o 7116"LAMINATED t- GLAss STACK ``� I-�- GLASS STACK HORIZONTALLY AS SHOWN. o z a: Z �' .090"PVB INTERLAYER 3/16"TEMPERED GLASS 3116"HEAT STRENGTHENED GLASS LONG g m O 3/18"HEAT 3/16"HEAT STRENGTHENED GLASS SIDE Q STRENGTHENED GLASS 7116"AIR SPACE "+-- LONG SIDE // F- 311$"HEAT STRENGTHENED GLASS -090"PVB INTERLAYER (j)® W IONS 4 11 11 04 Z m SHORT co USED AT CURVED Li SIDE N 1- FRAME MEMBERS ONLY USED AT CURVED O 29 � W 5/8 SHORT Q � a/ass @ 11-718"O.C.MAX. FRAME MEMBERS ONLY 29 518' GLASS SITE SIDE U. Z d 1-3 Q 11-718 O.C.MAX I GLASS SITE O �: N N Z 1-3 0 Z EXTERIOR EXTERIOR X � LONG SIDE -� a 13 �- 22 21 13 T-- a LL •�� seuag GLASS TYPE 2 GLASS TYPE 4 SS DET LONG \\, 111 t 1111111/` SIDE • No. 56705 SHORT _ '.6(--m SIDE `'CI 7 f `9/ONA\- //1J1111110 A.LYNN MILLER,P.E. P.E.#68705 TABLE 5: Window Design Pressure(+/.,psf)forGlass Type 5 Long Side(In) 7116'LAMINATED 67-718 72 76 80 84 88 1 92 96 100 104 109-1/2 GLASS STACK 30 +901-125.4 +901-120 +901-115.5 +W-111.5 +W-108.5 +901-106 +901.404:5 +901-103.5 +90/-1025 +901-100.7 +90.97.9 32 +901-116.9 +90'-110.8 +90/-105.3 +90/-101.6 +90198.7 +901-95.7 +9D/-92.3 +901-90.6 +9(}/.90,3 +1.89.9 +/.89 .090°SG INTERLAYER 34 +90/-108.9 +901-103 +90/-98.8 +9W-95.1 +901-91.8 +1-88.2 +1-84.4 +1-81.5 --;7/-8-0.1 +/-79.8 +1-79.4 3116"ANNEALED GLASS 38 +901-102.6 +90/.97.1 +90192$ +1.88.9 +1-85.5 +/.826 +1-79.7 +/777.2 +175.1 +1-73.4 +1-72.2 3/16"ANNEALED GLASS 38 +901-98.4 +801-92.2 +/-86.7 +1-83.2 +1-80.7 +/-78.1 +1-75.2 +1-725 +1-70.3 +/.68.5 +/.66.3 40 +90/-94.6 +1.88,2 +/.82.6 +1-79.8 +1-77.2 +1-74.3 +1-71.3 +/-67.9 +1.65.1 +/-63.4 +1-61.6 4 11 RrREMW F'iarida 42 +901-91.3 +J-84.7 +/-80.7 +1_77.4 +1-74.3 +/•71.3 +J-68.2 +1-84.7 +1.81.6 +159ojpl.8 +1-58.2 USED AT CURVED � tdLig.Coda 44 +1-88.3 +1-82.4 +/-78.9 +1-75.4 +1721 +1-68.9 +1-65.6 +/-622 +159.7 +1-57.5 FRAME MEMBERS ONLY 29 48 +1.85.4 +1.80.8 +/77.2 +173.6 +1-70.1 +1.68.8 +/-63.5 +/-60.3 +/57.7 5/8' 48 +/-827 +1-79.3 +/-75.6 +1-71.9 +/-68.3 +/-64.9 +1-81.5 +/-58.2 Q 11-718°O.C.MAX GLASS BITE LONG SIDE 50 +1-80.9 +1-77.5 +1.74.1 1 +/-70.3 +/•88.7 +1.61. +1-59.7 1-3 7- Dap Comml �. � 52 +1.791 +1-75.6 +1-72.4 +1-68.8 +l-85.1 +i-61.5 54 +1-77.4 +/-73.8 +1-70.5 +1-67.3 +1-63.5 EXTERIOR SHORT 58 +/-75.8 +/-68.6 +1.65.3 2a 13 SIDE 58 +/-74.2 +/-70./-70.3 +1-66.8 60 +/-727 +/-68.7 +/-65 N 62 +1-71.2 +1.67.1 GLASS TYPE 5 0 64 +/-697 +1-65.5 M 67-7/8 66 +/-%3 ++- �-- LONG SIDE --t-I NOTES: 1)BUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT W N A88 2)FOR SIZES NOT SHOWN,ROUND UP TO 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 FIT WITHIN. W �: r 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINQOWS. co CD rte„ a}o{I Q N cV TABLE DIMENSIONS MAY BE O co ORIENTED VERTICALLY OR p •-i N c Z �& I'; HORIZONTALLY AS SHOWN. Z _Lo IZ Co =t U,xola3: Lj p TABLE 6: W V X N a p `� O m 5 oM Window Design Pressure(+/-,psf)for Glass Type 7 / �' W m O (D cissa 9 �. � > Op t Z M c a►g Side(in) Z d Z 0) O N ti 67-7/8 72 76 80 84 88 92 96 100 104 1 9.112 1-1/16°NOM. W tj 30 +90/-130 +901-130 +9W-130 +901-126 +901-122.6 +901-149.8 +901-118.1 +901-117 +90/-11&8 +901-112.7 +901.109.9 GLASS STACK 7116"LAMINATED 0 32 +901-130 +94'-125.1 +901-118.9 +90/-114.8 +901-111.5 +901-108.4 +901-104.3 +901-102.4 +801.102 +90/-101.4 +90/-99.T GLASS STACK 34 +901-123.1 +90/-116.4 +90/-111.7 +90/-107.5 +901-103.8 +901-99.7 +901-95.3 +901-92.1 +901-90.5 +/_90 +1-89.6 W 36 +901.118 +90'-109.$ +901-104.8 +901-100.5 +901-9&6 +90193.3 +/-gp +1-87.3 +1-84.9 +-1-823 +1-81.2 3116"ANNEALED GLASS SHORT IDE ® Z JU }aat 38 +901-111.2 +90/-104.2 +901-97.9 +901-94 +901-91.1 +/-8&2 +/.54.9 +1-81.9 +1-79.4 +1-76.4 +1-74.3 3116'TEMPERED GLASS 3116"ANNEALED GLASS z � !� 40 +901-106 9 +9&-99.6 +901-93 4 +gV-90.1 +/-87.2 +/-84 +/-80.5 +l-7&7 +1-73.5 +J-70.9 +189 7116'AIR SPACE 090"SG INTERLAYER p co Z 42 +901-103.2 +901-95.7 +90191.2 +1-87.4 +/•84 +1-80.6 +1-77 +/-73.1 +1.69.6 +/-66.9 +1-65.2 44 +901-99.7 +90/-93.1 +/-89.1 +1-85.2 +/-81.4 +/-77.8 +1_74.1 +/70.3 +f 67.5 +/$3.9 ��S -"�- 46 +901-96.5 +g0/-91.3 +1-87.2 +183.2 +179.2 +l 75.4 +/_71,7 +188.1 +/65.1 11 LL Z IL 48 +901-93.5 +1-89.6 +1-85.4 +/-81.2 +1-77.2 +173.3 +1.69.5 +1.65.8 5 � LONG 0 0 � N N 50 +801-81.4 +1.87.6 +t-83.7 +1_78,4 +/-75,3 +/-71.3 +/-87.5 USED AT CURVED 1`i , N 52 +1-89:4 +1.85.5 +/-81.8 +1-77.7 +173.5 +1-69.5 FRAME MEMBERS ONLY 29 5/8" SIDE W F 54 +1.87.5 +1-83.4 +1-79.6 +/-76 +171.8 @ 11-718"O.C.MAX. GLASS SITE x 0 56 +l-8&6 +/-81.4 +1-77.5 +1-73.8 LIL1-3 aI}u a0 ealreS 58 +/-83.8 +1-79.4 +/-75.4 60 +1-821 1 +1-77.6 +1-73.5 EXTERIOR \N I%1 /I/// J 62 +1-80.4 +1-75.8 84 +1.78.8 +1-74 �) 22 21 13 SHORT �� pN`I t:YN �9j� 66 +177.2 SIDE \Q�� ICEN3E' 6771s +174.9 GLASS TYPE 7IBM ' NOTES: r r ' No. 58705 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 4'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. .O s�' / 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ��Q STATE F �iq 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. f�111iSj4NA1_s `�\\ A.LYNN MILLER,P.E. P.E.#58705 TABLE 7' Window Design Pressure(+/-,psQ for.Glass'types 6&8 87418 72 78 Long Side(m) 80 84 88 92 98 100 104 109-1/2 tt2 118 120 124 128 132 138 140 144 30 +901-130 +901-1� +90!-`130 +901-130 +90/-130 +901-130 +901-130 +90/-13D +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +�1-130 7901-130 +901-130 +901-130 +901-130 +gp1-130 32 +901-130 +901-130 +901-130 +901-130 +�/-130 +901-1 30 +90/-130 +901-130 +901-130 +901.130 +901-130 +901.130 +901-130 +901-130 +901-131! 7901-130 +901-130 +90/-130 +901-130 34 +901-130 +90/-130 +901.130 +901.130 +901_130 +901-130 +901_130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 36 +90/-130 +901-130 +901-1� +901-130 7901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90i-130 +901-130 +90/-130 +901-13D +901-1� +90!•130 ODUC! RENEWED 38 +90%130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-13i? +90%130 +gpl_130 +901-130 +901-129.2 7901-127.3 cornp]Ying with the Florido�° 40 +901-130 +901-130 +g01-130 +901-130 +901-130 +901-tom +901-1� +gpJ-130 +90I-1� +W-128.8 +90!-123.2 +901-122 Np ,3'"`0 . 42 +901-130 +901.130 +g01-t 30 +901-130 +901.130 +901-130 +9p1-130 +90=129.3 +901-123.2 +901-119.7 +g01-118.4 Dia (3 44 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +90!-130 +9p1-124.5 +90'-119.4 +901-115 J '-- 46 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +9{Y-128.9 +00-120.5 +W-115.3 :yY 48 +901-130 +901-130 7901-130 +90/-130 +901-130 +9a-129.7 +901.123 +9Q'-118.5 i�limml }+ Contra 50 +901-130 1 +901 + -130 90/-130 +901-130 7901-130 +9W- � 128.2 +89.41-119. .2 52 +901-130 1 +g0/-130 +901.130 +90/.130 +901.130 +88.8/-123 54 +901730 +901-130 +901-130 +901-130 +88.8/-127.1 56 +901-130 +901-130 +901-130 +89.41-129 58 +901-130 +901-130 +901.130 60 +901-130 +901-130 +89.81-129. 2 +901-130 +901-130 84 +901-130 +901-130 , 66 +901-130 87-718 7901.130 NATES: cO S2 h0a 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. a 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. r 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. }. per 't a Q 0 c'. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. 00 N N CD 0 J C Z Z L' 04 IL m wnafQ D ULlt r to � V X -- o TABLE DIMENSIONS MAY BE Z O (5 Oreo 1-1118"NOM. ORIENTED VERTICALLY OR O p r Z d o 71`16'LAMINATED GLASS STACK HORIZONTALLY AS SHOWN. r Z a. Z 0 N LL GLASS STACK 7118°LAMINATED LONG Lu O GLASS STACK SIDE ,. 090"SG INTERLAYER 3116"TEMPERED GLASS 3116"HEAT STRENGTHENED GLASS J"4— LONG SIDE f ® ~ W =��S 3/16'HEAT 3118"HEAT STRENGTHENED GLASS �' CO)Z W O 3116"HEAT STRENGTHENED GLASS *—STRENGTHENED GLASS 7118'AIR SPACE 090'SG INTERLAYER SHORT ?�, Z 4 11 11 SIDE O USED AT CURVED LLI M5 SHORT ¢IL Z . �I�S FRAME MEMBERS ONLY 29 518" USED AT CURVED O S (L cost N @ 11-718'O.C.MAX. FRAME MEMBERS ONLY 29 518"' r GLASS SITE @ 11-718'O.C.MAX. GLASS BITE w 0 O 1 1-3 �— LONG SIDE —•--� V � 0 ?-1 0. EXTERIOR EXTERIOR altlt 0 sauag a 20 13 <�j 22 21 13 SHORT LONG ��t, LYN 111/r GLASS TYPE 6 GLASS TYPE 8 SIDE '� .... ,�1I(��'�i�� N � � ��... �,ycENSF '• �� No.58705 ' SHORT _ SIDE �- -7 g /S w STAT F OR 10NAt A.LYNN MILLER,P.E- P.E.#68705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE NOTE 2,THIS SKEET TYPE C TYPE B EMBEDMENT INSTALLATION TYPE A EMBEDMENT 1X WOOD BUCKSTRIP, EMBEDMENT 114"MAX SEE NOTE 2,THIS SHEET •Q ° I SHIM ' 1 I TYP.ANCHOR TYPE,EMBEDMENT AND Q ESE • EDGE DISTANCE PER SUBSTRATE, °v DISTANCE PRODUCT RENEWED EDGE S SEE TABLE 8,THIS SHEET r: as complying with the Florida DISTANCE . t 114*MAX 8u1ldiAg(ode .. 1 4 SHIM ' Aaoeptetu�!vo • TYP.ANCHOR TYPE, • ' '`.° a :•' EMBEDMENT AND EDGE : Musa!Vade Product(:ontrol 11 DISTANCE PER SUBSTRATE, SEE TABLE 8,THIS SHEET USED AT CURVED .• 11 a 29 FRAME MEMBERS ONLY °.• EXTERIOR m @ 11-7fir O.C.MAX. CONCRETE/CMU 4 � 11 '.... _<d•: c � PER ANCHOR VISIBLE LIGHT WIDTH= 5 REQUIREMENT WINDOW BUCK WIDTH-2-314" " WINDOWWINDOW BUCK WIDTH Y BUCK EXTERIOR O TIP-TO-TIP WINDOW WIDTH PER U ANCHOR HEIGHT 114*MAX.SHIMREQUIREMENT W = g' HORIZONTAL SECTION A-A TIP-TO-TIP V zoll Imo`- n a;aa CD Cq r- IX WINDOW #12 STEEL O 04 CD c W 0 HEIGHT VISIBLE SELF-DRILLING SMS J LIGHT (G5),SEE TABLE$, TABLE 8• Z u) L'j Q Z vMa�a p HEIGHT= THIS SHEET Min.Edge Max O.C. = W , to , id 2 WINDOW _ BUCK Anchor Substrate Distance Min.Embedment Spacing W Z 02 CO ON HEIGHT- P.T.Southsm Pine(SGa0.55) 9116" 1-3/8* 12' F' Wm O (92#10 2-314" INSTALLATION #12 or#14 410 SS Screw Aluminum,6083-T6 min. W810.06x•• 12• C" > d � z METHOD D A36Steel 318' 0.083•' 12' Z ti Z O INSTALLATION ANCHOR Steel Stud Gr.33 min. 318- 0.045"(18 Gs)* 12• I- O UNDERNEATH THE P.T.Southern Pine(SG=0.55) 9116* 1-318* 12' BEADING #12 or#14 Steel Screw(G5) Aluminum,6063-T5 min. 318' 0.063'• 12' O co EXTERIOR A36 Steel 318" 0.063"• 12' m 0 Steel Stud,Gr.33 min, 318' 0.046 18 Ga • 12• Z ) 45 Ungrouted CMU,(ASTM C-90) 2-1/2' 1-i/4" 12' 21 MIAMI-DADE APPROVED MULLION 114.410 SS CreteFlex ' fA (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 ksl) 1" 1--3t4" 12' S 6 STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ksl) 1-314* 12' O Concrete(min.2.85 ksi} 2-1J2' 1.318" 12' _ etaaS SEE SUBSTRATE PROPERTIES, 1/4"Steel Ultracon Z Z TABLE B,THIS SHEET Ungrouted CMU,(ASTM C-90) 2-112` 1-1l4" 12' O O o 5 � LLJ 1/4"MAX SHIM Grouted CMU, ASTM C-90 2-112' 1.3/4" 12" N� 5116"Steal Ultracon Concrete(min.3.5 ks!) 1-114e 1 314" 12' uOr LU Z Grouted CMU (ASTM C-90 2-112' i-3/4" 12' g 11 •1X WOOD BUCKSTRIP, MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. r LL LL egg •asep sagas SEE NOTE 2,THIS SHEEP +�— ,a••. 4 - ��`.{ LYNN `�ti `O`v •......., �� ,�f CONCRETE PER ` air,••��GE3VSF '..'P f EMBEDMENT •.' a`'• ': ,,' .°• :.'•`° :` 4 `:. ANCHOR INSTALLATION NOTES: 4- 9 ti' r REQUIREMENT ' ` 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. - P1o.58705 ' a .• EDGE 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112",1X WOOD BUCKS ARE _= INSTALLATION DISTANCE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED ASW* ARE 1-112'THICK OR GREATER. - •' T �^• AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED : cc! E F TYPE B FERE BY OTHERS OR AS APPROVED BY AUTHORITY HAVING Q SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. f, •'•. �L OR101 •''• VERTICAL SECTION B-B %�s '•••• •• ��,� 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO 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.#68705 EDGE 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION DISTANCE OR FRAMING,SEE TYPE G TYPE F NOTE 2;THIS SHEET EMBEDMENT 1X WOODBUCKSTRIP, INSTALLATION EMBEDMENT SEE NOTE 2,THIS SHEET 114'MAX TYPE E EMBEDMENT --}-{ SHIM TYP.ANCHOR TYPE,EMBEDMENT AND '. EDGE DISTANCE PER SUBSTRATE, EDGE EDGE �' ° 8 SEE TABLE 9,THIS SHEET + ► DISTANCE DISTANCE RODUCr RBNBWED aAas complying with the Florida �1/4*MAX 1 �a ° ' ulWttsgCode 2 SHIM 2 e Ho • t! , 4 IYP.ANCHOR TYPE, a •,.. EMBEDMENT AND EDGE •. Mlami Dade Pmdact ControTy DISTANCE PER SUBSTRATE, e •'` 11 SEE TABLE 9,THIS SHEET '4 ` .• 11 �' .:. :• > EXTERIOR ••' ' e USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY d.• 4 ] 011-718*O.C.MAX, •4; COtNCRETEtCMU VISIBLE LIGHT WIDTH= 5 a PER ANCHOR f WINDOW BUCK WIDTH-2-314" ; REQUIREMENT i' WINDOW BUCK WIDTH WINDOW BUCK CONCRETE/CMU r R HEIGHT HORIZONTAL SECTION C—C P£RANCHOR �' a „e� 114'MAX.SHIM REQUIREMENT W v 3: d- O �- #12 STEEL Y � t! slop 0 N SELF-DRILLING SMS t' � N o VISIBLE (05),SEE TABLE 9, 0 Cf) A W � w LIGHT THIS SHEET TABLE 9: O LL N 1 0 Z .49r;` HEIGHT= \\\ Z 0 LL 0 =t UAI"a a WINDOW Min.Edge Max O.C. = U,j r' r' W � Anchor Substrate Min.Embedment U 0 X S2 a 0 BUCK Ois#ance Spacing LU — O M 00 =5oN HEIGHT- P.T.Southern Pine(SG=0.55) oil$* 1318' 12" 1- W m O C 2-314' INSTALLATION #12 or#14 410 SS Screw Aluminum 606346 min. 318 0.067* 2• 0 > (5 Y r Z A36 Steel 318' 0.063•* 12• o O � Q r TYPE H Steel Stud,Gr.33 min. 318' 0.046. 18 Ga ' 12` `- Z 0 Z LL P.T.Southern Pine(SG=0.55) 9116' 13/8* 12' 0 O EXTERIOR 912 or#14 Steel Screw(05) Aluminum,606345 min. 318' 0.063'* 121 1 E_ 3l A36 Steel 318' 0A63'* 12' v Z. V Steel Stud,Gr.33 min. 318* 0.045'(18 Ge) 12" Z ¢ 0014S MIAMI-DADE APPROVED MULLION Ungrouted CMU,(ASTM C-90) 2-1/2' 1-114' 12" 1/4'410 SS Gre/ePlex � — h- � 21 (SEE S£PERATE NOA),ALUMINUM Concrete(min.3.35 kal) 1` 1314' 12' U) F- 8 STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ksl) 1' 13/4' 12• O z SEE SUBSTRATE PROPERTIES, 114 Steel Ultrecon Concrete(min.2.85 kel) 2-112' 1-3/8' 12° ¢ Cl (9 710-3sTABLE 9,THiS SHEET Ungrouted CMU,(ASTM C-90) 2-1/2' 1-i/4 12* 5 1/4"MAX SHIM Grouted CMU,(ASTM C-90) 2-1/2' 1-314' 12' J_ $116"Steel Ultracon Concrete(min.3.8 ksi) 1-114' 13/4` 12° Q cD Grouted CMU, ASTM C-90 2-112' 1-3/4" 12' W *MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LLw CL a 1X WOOD BUCKSTT4IP, app •asap sayaS SEE NOTE 2,THIS SHEET •` .'d,,:',:•d.d:'•••' •d•'.': `+a.' ..°,{•a:.- d a `.•\`N, LYNNf CONCRETE PER ......... .. z'e',EMBEDMENT � ANCHOR \CENSFNOTES: .:',. - a . 4' • e .. REQUIREMENT .• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. N0.88705 INSTALLATION • TYPE F EDGE ANCHOR TYPE,EMBEDMENT AND 2X'2.WOOD BUCKS DEPICTED ON THIS SHEET AS-1X',ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE �'U '. CA' h'" — DISTANCE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS' ARE 1-1/2'THICK OR GREATER. ` � 7 � �3 AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING (��'• STAT OF :�1C/\ SUBSTRATE.SEE TABLE 9,THIS SHEET JURISDICTION. �� OR10P• '•�� VERTICAL SECTION D—D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. //�'�i ��NAL,�� 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER P.E. P.E.#68705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET INSTALLATION INSTALLATION SEE TABLE 10,THIS SHEET _ TYPE J TYPE K EDGE EDGE INSTALLATION DISTANCE DISTANCE 114"MAX TYPEi SHIM EDGE DISTANCE —� 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP OR FRAMING,SEE OR FRAMING,SEE �CDU 6�R&IseW orida NOTE 2,THIS SHEET NOTE 2,THIS SHEET P Y 8 Qutidii�Cole ,+ 1/4"HI MAX TYP.ANCHOR TYPE,EMBEDMENT AND P'tx+zptio �D 3 SHIM EDGE DISTANCE PER SUBSTRATE, Bti�}iU 4 ti SEE TABLE 10,THIS SHEET EMBEDMENT SY Miami Dade Product Contra 11 3 EMBEDMENT v a EXTERIOR ED AT CURVED 4M 29 FRAME MEMBERS ONLY C] @ 11_718"O.C.MAX. a 1, WINDOW EXTERIOR BUCK 4 11 W Y HEIGHT VISIBLE LIGHT WIDTH= 5 1/4"MAX.SHIM WINDOW BUCK WIDTH-2-3/4" r' fl I WINDOW BUCK WIDTH } 'to- a;op 0 N 61 C\1VISIBLE a d LIGHT INSTALLATION HORIZONTAL SECTION E-E -1 �' o w o HEIGHT= TYPE L Z _ LO U- w 1 e Lt `V-- - r I11 #10 STEEL H z 02 5 'ON SELF-DRILLING SMS W m Y e 0 �I.ti1 2-314 (G5),SEE TABLE 10, O %' 0 � z o THIS SHEET O Z tl Z �' O TABLE 10: 9 U- Anchor Substrate Mtn.Edge Max.O.C. —1 OD Distance S ci <t 2.112"x.113"Bax Na11 P.T.Southern Pine 3G�3.55 5/16, 5" ® ��,' Z_ z ;-ys 2-1/2"x .131"Common Mail P.T.Southern Pine(SG=0.55 318" 5" 0 21 2-112"x .145" Rootin Nadi P.T.Southern Pine SG=0.65 318" 5" 6 2X WOOD BUCKSTRIPP.T.Southern Pine 8G=0.55 fin" O Q Z EXTERIOR 0.083"Atuminum,6063-T6 min. 5/1C OR FRAMING,SEE � #10 x 1"Steel SCfeW Z NOTE 2,THIS SHEET 1/16"A36 Steel 5/1G' S" 4 H o 0 5 1/4"MAX SHIM 0.045" 18 Ga Steel Stud,Gr.33 6/16" 5" 0 �' N CD N MIAMI 0.045,APPROVED MULLION + MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. a z r'�' (SEE SEPERATE NOA),ALUMINUM, w STEEL FRAMING OR STEEL STUD. �' X z m a. SEE SUBSTRATE PROPERTIES, U- LL INSTALLATION TABLE 10,THISSHEET aO ., TYPE J EDGE DISTANCE ��O ,...•. ,�� i, —L INSTALLATION NOTES: \Q�'t ,• 'Vti(',ENSE t *— EMBEDMENT AND ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. NO.58705 AND EDGE DISTANCE PER —_ SUBSTRATE,SEE TABLE 10,THIS SHEET 2,WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1_112".1X WOOD BUCKS ARE INSTALLATION TO THE SUBSTRATE O WOOD BUCKS TOOPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO BE ENGINEERED BY OTHERS OROD BUCKS ASAPPROVEDICTED AS "BAY AU 112'TH YC OR G EATER S A E jF� '. 4-4i VERTICAL SECTION F-F JURISDICTION. �0P ,•'�� COR10 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. /110N AL 4.1F APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 EDGE 2X WOOD BUCKSTRIP —�{ OR FRAMING,SEE INSTALLATION TYPE M DISTANCE NOTE 2,THIS SHEET INSTALLATION TYPE,M I INSTALLATION EMBEDMENTFOR THIS INSTALLATION TYPE N FOR THIS INSTALLATION EMBEDMENT METHOD ONLY, METHOD ONLY, 114"MAX ANCHORS MAY BE NO Q •` v ANCHORS MAY BE NO • MORE THAN C3 EMBEDMENT SHIM 6"O.C. ., • ' • MORE THAN 6"O.C. � 1X WOOD BUCKSTRIP,SEE0 �,• Q. 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET +4 PRODUCT RENEWED OR FRAMING,SEE ' : 'a with the Florida NOTE 2,THIS SHEET as complying�•.Q ., � . Q •' tiiuildingCode 114•MAX TYP.ANCHOR TYPE,EMBEDMENT AND Acceptance Ata 3 SHIM • '. nate EDGE DISTANCE PER SUBSTRATE, • •�• •• ' 4 TYP.ANCHOR TYPE, 6 SEE TABLE 11,THIS SHEET EMBEDMENT AND EDGE ,, •. Miaatt Datta product�� DISTANCE PER SUBSTRATE, Q • .; �; 11 SEE TABLE 11,THIS SHEET 3 EDGE •., a USED AT CURVED f q-- '.t a• .' N EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE Il/] y �] @ 11-7/8"O.G.MAX. EDGE a DISTANCE M CONCRETE/CMU 11 +: .•' a PER ANCHOR " WINDOW REQUIREMENT 4 BUCK 11 CONCRETEJCMU HEIGHT PER ANCHOR a aab 1/4"MAX.SHIM VISIBLE LIGHT WIDTH= 5 REQUIREMENT WINDOW BUCK WIDTH-2-3/4" st O WINDOW BUCK WIDTH EXTERIOR ti a;ap 0 m tv LIGHTS INSTALLATION TYPE O HORIZONTAL SECTION G-G o N g z e HEIGHT= Z u? LL to zi a 0 WINDOW FOR THIS INSTALLATION U L X b Cl METHOD ONLY, BUCK TABLE 11: HEIGHT- ANCHORS MAY BE NO H Z O 2 as 'ON Min.Edge Max.O.C. o W m O 1 2-314" • MORE THAN 6"O.G. Anchor Substrate Distance Min.Embedment Spacing t� p p v Z p P.T.Southam Pine SG=0.55 9/i6" 1-318" 6" Z Cl Z O #12 STEEL #12 or#14 410 SS Screw Aluminum W8$45 min. 318" 0,083"* 6" 0O SELF-DRILLING SMS A36 Steel 318" 0,083"' 8° J (G5),SEE TABLE 10, Steel Stud,Gr.33 min. 318" 0.045. 18 Ga ' 8" Q THIS SHEET P.T.Southern Pine SG=0.55 9118" 1-318" 6" N I-94S #i2 or#14 Steel Screw(G5) Aluminum,6063-75 min. 318" 0.063"• 6" ® ;1 Z Z 21 t3 TYP.ANCHOR TYPE, A36 Steel 318" 0.067• 6" 9 O O Z EMBEDMENT AND EDGE EXTERIOR Steel Stud Gr.33 min. 318" 0.045" 18 Ga ' 6" DISTANCE PER SUBSTRATE, Ungrouted CMU ASTM C•90 2.1/2" 1_1/4" 12" V 114"410 SS CreteFlex Concrete(min.3.35 ksq 1^ 1.3/4" 12- Z SEE TABLE 11.THIS SHEET _ 5 MIAMI-DADE APPROVED MULLION Concrete min.2.85 kst) 1" 1-314" 12" O F5 M N 1/4"MAX SHIM (SEE SEPERATE NOA),ALUMINUM, 114"Steel Ultracon Concrete min.2.83 ksl 2-112" 1-318" t2" im �Z STEEL FRAMING OR STEEL STUD. U outed CMU, ASTM C90 2-112" 14W . 12, z SEE SUBSTRATE PROPERTIES, Grouted CMU ASTM C•90 2-1/2" 1-314" IT X_ Z_ a-a. INSTALLATIONTABLE 11,THiS SHEET 5116"Steel Ultracon Concrete min.3.5 k61 1-114" 1.3/4' 12' aasap sauag TYPE N 1X WOOD BUCKSTRIP, Grouted CMU STM C•90 2-112 1314 12" C=3 SEE NOTE 2,THIS SHEET `MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. • \ 1�1111lI1/l •4.. \\\��N�{ LYNN EMBEDMENT •: :t` ' '; + • INSTALLATION NOTES: •. .''::• :� .:. :. '.: •4 � ••46 '` a •.. • •. a w • a�. . ',a : :• " 's' 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.58705 ••.. `• •.• a2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1r,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE EDGE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X"ARE 1-112"THICK OR GREATER. 4 A" - DISTANCE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING T71 . JURISDICTION. O�� . STATE b [C1 '. R40RIDP .•'• ��: VERT I CAL SECTION H-H 3.FOR ATTACHMENT 7O METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM•EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.1:44IIJleI11LI ER,P.E. P.E.#58705 ASSEMBLY DETAILS FOR' ASSEMBLY DETAILS FLANGE& EQUAL-LEG FRAMES FOR FIN FRAMES PRODUCT RENT-WED ps complying%Sidi the Florida Buitdi1%Code ANGLED/CURVED L ANGLED/CURVED DAM t� FRAME ASSEMBLY FRAME ASSEMBLY 90°CORNER FRAME ASSEMBLY r 90°CORNER { FRAME ASSEMBLY IMfwni Dta Product Corttto Cb I 10 I a i 10 ALL CORNERS TO j J USE GASKET ALL CORNERS TO j a j 4 r7 AND/OR SEALANT USE GASKET I 1 // AND/OR SEALANT I 1 °J EQUAL-LEG FRAME co co `L � xa f FLANGE FRAME I Ix / EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR y- � �r a N AND EXTERIOR FRAME WELDS I MITERED FRAME WITH INTERIOR O N I~ I AND EXTERIOR FRAME WELDSQ 04U1 FLANGE FRAME (SHOWN)OR CORNER KEYS A7 (SHOWN)OR CORNER KEYS AT -i 30 SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS Z � ti CD Z UM-0 p OLLIT- r" W 30 UU x _ 6 ❑ W Z O ❑ 'ON wm Y r (� W JhIt7 ti > O 2.784° v Z Z o_ .094- --w-4i-•4— 094" }I...r- 094° 2.7884° Z d Z 0 LL TABLE 12: g O .074 082" .074" 082" 074" .082" J ❑ o Item PGT Part# Description Material 1.37x" 1.376" o N �geas 1.875° 1 42530 Flanged Frame Alum. 8063.76 1.000" 438° .500" 438° .500` 438° ® O �- 2 4285 Equal-leg Frame Alum.6063-T6 .500° .pyo"=ooas• "�.��.._ .oso°300°�• "�F•.--- .050"'0°06' p Z 3 4256 Integral Fin Frame Alum. 6063-T5 FLANGE FRAME EQUAL-LEG FRAME 1'125" ¢ ❑ el°�s 2 Z 4 4265 7116"Lamt,Glass Beading Alum. 6063-TS � #42530,6063-T5 � #4285, 6063 T5 �-- � ° � �� 5 4254 I.G. Glass Beading Alum.6063-Tb ❑ �°0 3 FIN FRAME 0 6a 4270 Installation Fastener Coyer Alum.6063-'T5 #425$,6063-T5 �, pp 6b 4224 Installation Fastener Cover Rigid PVC snrt Q 6eues 10 706880 Gasket (at 90°corner joints) Polyethylene � .970" f-.-- .348" 11 TP24718 Vinyl Bulb Weatherstdp Flex PVC, Duro. 65+/-1 -L-� 1.037° ON.I LYNN 4flZ `r . •••....,, 13 Dow 899,GE 7700 Silicone or Equiv. .875" .876" z,<,,��,., ' ENSF• •. Q R : 20 71652K Setting Block, Mono. 3116"x 7/16"x 4" Neoprene, Duro. 85+/-1 'lNo.58705 21 71704AK Setting Block, I.G. 3116"x 1-3132"x 4" Neoprene, Duro. 85+/-1 .050' � ��" 22 DLJRAK716 7/16"DuraSeal Spacer 7/16"LAMI I.G. GLASS INSTALLATION �_ . 29 i#6 x 1-1/4" FH SMS Stainless Steel 4 GLASS BEADING BEADING FASTENER COVER � �tl'- ,gyp•' STATf •�U30 781PQX #18 x 1"Quad PH SMS #4255, 6063T5 #4254, 6063-T5 #4270,6063-T5 •Stainless Steel (!a) ., � qP,.• � � i � , LORI rrrlt+<< A.LYNN MILLER,P.E. P.E.#58705 t 6116'LAMINATED 7116'LAMINATED GENERAL NOTES: SERIES 740 IMPACT-RESISTANT GLASS STACK GLASS STACK CASEMENT WINDOW DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE&SMALL f/8'ANNEALED 090'DUPONT 3116'ANNEALED OR 090'DUPONT SGP 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE SEE SHEETS 5.8 MISSILE IMPACT RESISTANCE GLASS BUTACITE PVg HEATSTRENGTHENED 3n� ��OR REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH ve, � GLASS 3M6HEAT-STRENGTHENEDANLED OR VELOCITY HURRICANE ZONE(HVHZ). EXTERtO I I/W AN EXTERIOR 38 GLASS 37'WIDTH I 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS a I r � ____TREGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE 25.476"MAX.O.C.IF WIDTH IS GLIBITE 36 11116'GLASS BITE OUTBOARD LITE(CAP)MUST TEMPERED. UNDER 33.478"(HEAD&SILL 36 11/16" ASS 3)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI-DADE 4'MAX C3)-\ 3 , COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR B,SEE SHEET 2 EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS b0 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. 32 4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X \ +^ 17_1/2" GLASS TYPE 1 GLASS TYPES 2&3 INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPtMD AS 2X ARE 1.112"THICK OR A Mme' 718'NOM. 718•NOM. A.SEE O.C. GLASS STACK GLASS STACK ` GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY SHED•2 } ...��ttl 5118"LAMINATED 7116,LAMINATED TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION \ Gu►ss SWAT GLASS IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. ` 118•ANNEALED GLASS 3116'ANNFALEDOR \ 6"MAX. 7/10rAI 1/4•AIRSPACE HEATSTRENGTHENED GLASS 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING .090•DUPONT OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON' O.C. 11W ANNEALED OR ; 6UTAOITE PVB 3116"ANNEALED 080°DUPONT SGP TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF TEMPERED GLASS GLASS 88" 1W ANNEALED , 3/16'ANNEALEDOR THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL VISIBLE f ` USE ANCHOR GLASS 1 HEAT srRENGTHENfa GLASS SHALL BE DONE BY STRATEGY FOR WATER RESISTANCE OF INSTALLATION LIGHT PAIR AT EACH EXTERIOR i �EXTERIOR C SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE � JAMB IF '/�aL�-, INSTRUCTIONS. HEIGHT (DLO) HEIGHT IS 11/16'GLASS SITE 37 11/16"GLASS SITE 2('OR OVER 37 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS 3 3 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING / 76" APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED �- TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. HEIGHT 31 32 $0 31 S0 / 32 7)DESIGN PRESSURES: GLASS TYPES 4&5 GLASS TYPES 6 &7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND-GLASS PER ASTM E1300. 7/6'NOM. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAtJ GLASS STACK Ins.LAMINATED TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. GLASS STACK 3/18 ANNEALED OR 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 114'AIRSPACE< >1HEATSTRENGTHENED GLASS WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 3116'TEMPERED .090'OUPONT SGP 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS GLASS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF " B 14-1/2"MAX O.C.iF WIDTH IS 3g HEAT-STRENGTHENED 311W ANNEALED OR ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 4 33.476"&OVER(HEAD&SILL) GLASS DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDAEXTERIOR I —� 30'VISIBLE BUILDING CODE FOR CORROSION RESISTANCE. OPENING{DLO} <D 11118"GLASS BITE 37 I 9)REFERENCES:TEST REPORTS FTL-7065,3579,3580,3724;ELCO ULTRACON TYF. ELEVATION OF NDA;ELCO CRETEFLEX NOA;ANSIlAF&PA NDS FOR WOOD CONSTRUCTION AND 3 ADM ALUMINUM DESIGN MANUAL CASEMENT WINDOW 31 54 732 TABLE 1: l4PPro a as torar yi 8 with tlt€ Glass Types Sheet# 1 I t l r r l GLASS TYPES 8&9 )dart ty[OA# " ��` ��*( LYNN �� ,� Revised By. Date: Revision: d1 R91 dr i'r4dat 1 6116"Lami(1/8 An-.OW PVB -118 An) 5 �� •"" <� �,� alul GENERAL NOTES.............................1 \; Q�..•'•�,1GEN��'•..C�,� By 2 ?116"Lami(3116 An-.0904 SGP-3118 An) 6 ELEVATION.........................»».. ..»..1 Revised By: Date: Revision: ' 3 7/16"Lami(3116 HS -.090" SGP-3/16 HS) ': 7 GLAZING DETAILS...............»...»».»1 No. 58705 4 7180 Lami. IG(118"An-7/16"Air-118"An-.090*PVB-1/8'An) 5 INSTALLATION....................»..»».-.. 2 5 7/8"Lami. IG(1/8"T-7/16"Air-1/8"An-.OW PVB-118"An) 8 ASSEMBLY TUBE DETAILS—..3 _ ' in's Description: Drawn By: 6 718"Lami.IG(3/16"An-114"Air-3118"An-.090"SGP-3118"An) 9 ANCHOR SPECIFICATIONS............ 4 [r ANCHOR QUANTITIES.....................4 .�o'•• S3E 13 � GLAZING DETAILS J ROSOWSKI 7 7/8"Lami.1G(3/16"An-1/4"Air-3/16"HS--.OW SGP-3/16"HS 7 , 1070 TECHNOLOGY DRIVE Title Dote; DESIGN PRESSURES..».._.......... 5-8 � 8 7/8"Lami. IG(3/16"T-1/4"Air-3/16"An-.09011 SGP-3/16 An) 9 ASSEMBLY DETAILS/BOM.»...........10 �i ZORIOi*•''' N. VENICE, Ft 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 9 7/8" Lami. IG(3/16"T-1/4'Air-3/16"HS-.090"SGP -3116"HS) 7 '!s;S,�ONAL E� �� NOP.O. BXKOMIS O FL 13529 4274 B t t 11 t 1► 5 nes/Madel: Scale: Sheet: Drawing No. Rev. A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 CA-740 NTS 1 OF 10 M D-CA740-LM P.f.Ik 68708 INSTALLATION OPTION 1 EDGE INSTALLATION INSTALLATION INSTALLATION ANCHORS DISTANCE EDGE DISTANCE OPTION 2 OPTION 4 INTO 2X WOOD. CONCRETE/CMU INSTALLATION ANCHORS INSTALLATION ANCHORS AS REQUIRED PER PER ANCHOR DIRECTLY INTO MASONRY. DIRECTLY INTO METAL. TABLE 3,SHEET 4 2 EMBEDMENT REQUIREMENT BUCK WIDTH . ' •. •• ... ATTACHED TO 82 TYP.ANCHOR •.:•a .;.< 1I4 MAX 15 1$ FRAME SILL 11 TYPE, ; ., . `. SHIM ATTACHED TO EMBEDMENT 4 VENT SILL 89 13 012 STEEL AND EDGE a 5 ' SELF-DRILLING 1 DISTANCE PER a4 8 80' 32 33 12 83 SMS,SEE TABLE 22 23 SUBSTRATE, 4 SEE TABLE 3, ` • a O 20 3,SHEET 4. SHEET 4. 3 ; 60 • 0 - EDGE :•` 18 84 DADE APPROVED 35-$7 8 DISTANCE :<' O MULLION,ALUMINUM, {} : 38 39 STEEL FRAMING OR d.< ° STEEL STUD. ATTACHED TO Q 82 82 ATTACHED TO VENT SILL 81 FRAME JAMB [ 13 EMBEDMENT 24 35-37 1 VISIBLE LIGHT WIDTH(DLO) 3 5 83 70 FOR SNUBBER REQUIREMENTS, EXTERIOR ATTACHED TO SEE TABLE 4,SHEET 4. 8 EXTERIOR VENT JAMB OPTIONAL ADDOWINDOW WIDTH n N 12 FLANGE 0 HEAD, `J:1 I SILL&JAMBS HORIZONTAL SECTION A A WINDOW 81 11 SEE DETAILEGRESS FORMULAS: HEIGHT JAMB NOTES: Al.BELOW WIDTH,WASH HINGE:WINDOW WIDTH-13-1/2 10 HARD- NOTES: WIDTH,EGRESS HINGE.WINDOW WIDTH-7-1/2 14 VISIBLE WARE1)USE ONLY SUBSTRATE APPROPRIATE 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 ANCHORS LISTED ON TABLE 3,SHEET 4. LIGHT HEIGHT FOLLOW EMBEDMENT AND COMBINATION UNITS, EDGE ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: (DLO) BUCK. DISTANCE LIMITS.ANY INSTALLATION Ir 10'MAX. ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 HEIGHT OPTION SHOWN MAYBE USED ON ANY SIDE OF THE WINDOW. INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 ATTACHED _ WINDOW FRAMES AT 10`MAX. FROM EACH SIDE OF THE FRAME TO FRAME 2)ALL WOOD BUCKS LESS THAN 1-1l2' ASSEMBLY TUBE CENTERLINE. THICK ARE TO BE CONSIDERED 1X ATTACHED TO r ® 89 JAB INSTALLATIONS.IX WOOD BUCKS ARE SEE TABLE BELOW: FRAME JAMB L Q OPTIONAL.UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS --s• �+— 10'MAX. AtIcHonal Anchors Required an each ATTACHED TO DEPICTED AS 2X ARE 1-112"THICK OR — SEE DETAIL A2,BELOW Side of the Frame Assembly Tube(FAT) VENT JAMB GREATER-1X AND 2X BUCKS(WHEN USED) Windary Anchor Type SHALL BE DESIGNED TO PROPERLY LL Width A S.C&--D 62 TRANSFER LOADS TO THE STRUCTURE. I 17'-22.8' 0 0 WOOD BUCK DESIGN AND INSTALLATION 23•-250 0 1 38 39 63 IS THE RESPONSIBILITY OF THE ENGINEER > Z8'+ 1 i OR ARCHITECT OF RECORD.MAXIMUM SHIM THICKNESS TO BE 114°. r- window Anchor Type 17 a Height A B.C&D 82 20 15 16 17"-228' 0 0 DETAIL DETAIL 23'-25.8` 0 1 21 Al A2 28'+ 1 1 4pproved as conip!}3.i#g with t)ie 8 FIorW n Id Cods 1 80 19 84 1X WOOD ` 1 I!! / Ai>! - �\ LYNN // Revised By: Date: Revision: BUCKSTRIP, �� 4N ,,!)!1 '/i al de I?mdstt SEE NOTE 2. �` �� '�tGENS '<<•t�`,p' THIS SWEET. Revised By: Date: Revision: 114"MAX SHIM No. 58705 '. *,,� ® Description: Drawn 8y CONCRETE * , • , `'a,' ; EMBEDMENT ✓ t �� CROSS SECTIONS & INSTALLATION J ROSOWSKI PER ANCHOR STA REQUIREMENT i '� ''• S � 1070 TECHNOLOGY DRIVE 77tle: Dots: '••.<ORIDP.•'' \�� N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 INSTALLATION OPTION 3 �'�,SS/Oj�� G•`� P.O. BOX 1529 INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B '/,i , ` NOKOMIS,* FL 34274 Series/itoder: Scale: sneer Drawing No. Rev: 1X BUCKSTRIP INTO MASONRY. A.LYNN WILLER,P.E. CERT. OF AUTH. #29296 CA-740 NTS 2 OF 10 MD-CA740-LM P.E.#68705 CASEMENT (X) CASEMENT 1 CASEMENT (XX) AWNING / CASEMENT/ FIXED CASEMENT (XXO) Approved Ry eau,plyftzIvIthMe FIGURE 1' � 10",SEE NOTE 7,THIS SHEET !•lorida aldln� Date t �� FIGURE 2: 740 SERIES 1A. 11 AWNING D[awl D e Product /11 D FRAME �-► ED WINDOW HEIGHTLH / -rte ASSEMBLY FRAME ASSEMBLY TUBE NOTES: \ / 101,SEE NOTE 7, p cr THIS SHEET \ 740 SERIES 1)DIMENSIONS SHOWN ARE L__ 1\1illL, 11 / CASEMENT / TIP--TO-TIP DIMENSIONS FOR EACH / INDIVIDUAL WINDOW.FOR SIZES NOT WWINDOIDTH J WINDOW UP TO THE NEXT C:) AVAILAB ESHOWN,RQUND WIDTH OR HEIGHT 740740 SERIES FRAME SERIES �E DIMENSION SHOWN ON THE TABLES. z V CASEMENT ASSEMBLYCASEMENT FRAME 2)ANY 740-SERIES PRODUCT ° 06 z � WINDOW TUBE WINDOW ASSEMBLY�._ (CASEMENT,AWNING OR FIXED 6 »--E TUBE CASEMENT)MAY BE ATTACHED TO U) o / \ THE FRAME ASSEMBLY TUBE.FOR E C:) 740 SERIES ALL WINDOWS,USE THE WINDOWS N �— FIXED WINDOW* / NOA FOR ANCHORAGE,SIZE AND J W DESIGN PRESSURE LIMITATIONS. O 0 'SEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THE v Cb W W % cr3 740 SERIES / \ INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TQ 4 0 00 0 " CASEMENT EXTERIOR / / INDIVIDUALLY COMPLY WITH THE WINDOW REQUIREMENTS OF THEIR ~ \ / RESPECTIVE NOA. J Z 740 SERIES 740 SERIES 4)FRAME ASSEMBLY TUBE TO BE Z AWNINGCASEMENT FASTENED TO WINDOW,AS SHOW IN _ FOR SINGLE UNITS; DETAILS:WITH MIN.#12 X 1'SHEET W WINDOW` WINDOW METAL SCREWS.USE THE SAMEMIN. 1"SMS SPACING AND QUANTITY AS THE Cl) Z .�. 1)DETERMINE YOUR WINDOW SIZE O AND GLASS. OPPOSITE FRAME MEMBER. O W INSTALLATION HOLES FRAME ";7 FRAME ASSEMBLY c 2)KNOWING YOUR ANCHOR TYPE 5)THE FRAME ASSEMBLY TUBE MAY CQ W Q ASSEMBLY TUBE O a (� TUBE NOT EXCEED 62 IN LENGTH(AS USED �' c AND SUBSTRATE,DETERMINE •c t'A YOUR ANCHOR GROUP FROM MIN.#12 X IN A 63'FLANGED WINDOW)OR BE m P Q TABLE 3,SHEET 4. MIN.#12 X 1"SMS USED IN TEE OR CROSS `� o u- U 1'SMS 3)FROM SHEETS 5-9,FIND THE THROUGH 740 SERIES THROUGH CONFIGURATIONS. SHEET FOR YOUR GLASS TYPE. CASEMENT INSTALLATION co INSTALLATION WINDOW HOLES 6)THE FRAME ASSEMBLY TUBE IS a n N FIND THE PRODUCTS DESIGN HOES NOT REQUIRED TO BE CUPPED TO ® cv M N PRESSURE FROM THE TABLE 740 SERIES 740 SERIES >.M N't IN LABELED'DESIGN PRESSURE CASEMENT CASEMENT EXTERIOR FRAME THE SUBSTRATE.ALL EXTERIOR 0 N M � WINDOW ASSEMBLY JOINTS TO BE SEALED 8Y INSTALLER. of ' (PSF)FOR SINGLE WINDOWS,ALL TUBEWINDOW 740 SERIES x ti ANCHOR GROUPS" EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, m co m(n < HORIZONTAL SECTION C-C CASEMENT ADDITIONAL INSTALLATION ANCHORS � ,o 0 0 4)DIMENSIONS SHOWN ARE WINDOW* MAY NEED TO BE INSTALLED n TIP-TO-TIP.FOR SIZES NOT THROUGH THE WINDOW FRAMES AT 92! z SHOWN,ROUND UP TO THE NEXT 10"MAX.FROM EACH SIDE OF THE t� AVAILABLE WIDTH OR HEIGHT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D•D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYCENTERLINE.SEE TABLE BELOW: TABLES. PE,SIZE AND GLASS MAKEUP,SEE FIGURES 1 &2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. � Additional Anchors Required an each �� t.YNJV 2)FROM SHEETS 5-8,FIND THE SHEET FOR YOUR GLASS TYPE. Side of the From Assembly Tube(FAT) � ,`,t,Q� .••••••.RJI�t��ii 5)USING THE TABLE LABELED Window Anchor Type :� •' �,10ENSF .•.Q `WINDOW ANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSFj FOR WINDOWS ATTACHED TO A VER77CAC FRAMEASSEMBLYTUBI:' OR'DESIGN Tai. Width A 8,C&D Q •. (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF7 FOR WINDOWS ATTACHED TOA HORIZONTAL FRAMEASSEMBLYTUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS 17'-22.9 0 0 No.58705 THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW 1N THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP, m 23'-23.9' 0 1 = _ NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. > 25"+ 1 1 JAMBS OF YOUR WINDOW. r� f 6)INSTALL AS PER THE 4)USING THE TABLE LABELED "WNDOWANCHORS REQUIRED" (TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF a Window Type % ST TE OF <11 YOUR WINDOW. Height A S,C&D INSTRUCTIONS ON SHEET 2. 40RID 17`-22.9' 0 0 � ......••'' 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE 9 23`-23.9" 0 1I0N p�_ SHEET 2),AND THAT MIN.#12 X V ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 26`+ 1 1 A t`n`1M "0`1- PX 58705 TABLE 2: TABLE 4: Window Anchors Required Jamb Snubber Locations Window Width(in) Glass Type: 4pproved as cearpMag with Ow under 23' 25-15116" 27-314" 30" 334/2' 35" 371 Florida airlln G 1S t Anchor Group Anchor Group AnchorGroup AnchorGroup Anchor Group Anchor Group Anchor Group PVB SGP Date �° i A 8 . C&D A S C&D A B C&D A B C&D A 8 C&0 A 8 C&D A B C&D (Types 1,4&5) (Types 2,3&6.9) �j a Fraduet i under 23" Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 63"and None 12"max.from Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 1 3 3 3 each end&30' 6 - , 25-15116" Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 E teas Required max O.C. vs Head/S111 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 z 12"max. from 12"max.from Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 �- � over 63w each end&30' each end&30" Head/sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. max O.C. 48„ Jamb 4 4 4 4 6 4 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 J c Hoad/8111 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 r ,iamb 4 e 4 4 6 4 4 6 4 4 6 4 8 6 4 6 6 4 6 6 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 ! Jamb 6 6 4 6 6 4 6 8 4 6 8 4 6 8 4 6 8 4 6 8 4 1)USE THIS TABLE FOR Cn Cn o Q ALL WINDOWS PER THE Z U Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 SAMPLE CONFIGURATIONS: q 06 Jamb 6 6 6 8 a 8 8 $ 6 6 8 6 6 8 6 6 8 6 6 8 e ELEVATIONS ON SHEET 1. �" DIMENSIONS SHOWN ARE a n` Head/5111 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOW TIP TO-TIP. 72" Jamb 8 8 6 6 8 6 8 8 6 8 f0 6 8 10 6 8 10 6 8 10 6 Head/8111 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2).FOR SIZES NOT X X X X O C14 }- Jamb 6 8 8 8 8 6 8 10 8 8 10 6 8 10 6 8 10 6 8 10 6 SHOWN,ROUND UP TO H –j_ LL 76" Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 1 3 3 3 3 3 THE NEXT AVAILABLE �y Q 0 Jamb 8 6 8 10 8 8 8 8 10 WIDTH OR HEIGHT m d' " 8 10 8 8 i0 6 DIMENSION SHOWN ON X o O Q W Head/3111 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 1 THE TABLE, AX O O a 4 ❑ TABLE 3: X z 0 z O Q © � Min. Min. Anchor �'-e W Z Group Anchor Substrate Edge O.C. M�' Plate EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW,7/18 ANNEALED SGP LAML GLASS, X\ O AX X X _ C" Distance Distance Embedment Required? 114"MASONRY ANCHORS INTO CONCRETE,+701-80 PSF DP REQUIRED,NO ANCHOR PLATE ,�' Cn 1/4" steel Ultracon Hollow Block 1" 6" 1-1/4" No Z 0 S.Phe 518 1" 13/8" No CASEMENT ANCHORS: LLi A 1914,steel SMS(G5) 6083 T5 Alum. 3/8" 5/8 0,050 No A)FROM TABLE 8,ANCHORS G&D ALLOW A DP OF+7p/.g0, p( O �& O 0 c Q m r,` or#14,410 SS SMS A653 glad Gr.33 318" 518" .03V,Steel 31r Sir F0-50- 0 Ga. Na B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED pti� �� P�'�O `1` Ott -4,U Co � U AND DOES NOT REQUIRE THE ANCHOR PLATE. yt 3 _6 Q S.Pine 5/8" 1" 1-3/8" No fC Q �ti•v 0; i Q < B 412,steel SMS{G5) 6083T5 Alum. 3/8 518 .050" No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. P ,��y0 t* "v '$ or#12,410 SS SMS A35 Steel 318" 5(8" .050" No A653 Stud,or.33 3/8" 518" .035",20 Ge. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. 2.85k Concrete 2412" 4" 13/8 No ® o� N rn 1/4" steel Ultrecon 2.85k Concrete 1" d" 1314" Nc E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10" 10" rr Hollow Block 2-112" 5" 14/4" No 4" C S Pine 508 1" 1-318" Yes F)PER RULES ON SHEETS 2&3.INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE a 4" }�- . #12,steel SMS(65) 6083-T5 Alum. 318 5/8" 1116" Y� SIDE OF THE AWNING(HEAD&SILL). 4" 4"I z=tjo. co N a or#12,410 SS SMS A38 Steel 318 518 .050" Yes o>a o 0 A653 Stud Gr.33 318 5/8" .045", 18 Ga. Yes S.Pine 5/8" 1" 1-318" Yesa z FIXED CASEMENT ANCHORS(SEE SEPERATE NOAI: #14,steel SIMS 8063Alum. 3/8 5/8" 1016" Yes A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-83.1. or#14,410 SS SMSIMS A366 Steel 318" 5/8 .050" Yes 10 8" A653 Stud,Gr.33 318 5/8" .045", 18 Ga. Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE 13,25« ��` l YNN /ll/i 2.85k Concrete 1" 4" 1-3/4" Yes DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. \��,`�.0�� •.... 114" steal Ultracon 2.85k Concrete 2-112" 4" 13/8" Yes �, ,• 4�GENS� 0 Hollow Block 2-112" 5" 1-1/4" Yes 0)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. 61 T 1 4.. •.. Filled Block 2-112" 4" 13/4" Yes \ N0.58705 114" 410 SS 3.35k Concrete 1" 5" 13/4" No W SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. _ CreteFlex Hollow Block 2-112" No 3.5k Concrete 1.1/4" 5" 1 314" No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. ; 14 5116" ` 5116" steel Ultrecon Hollow Block 3-1/8" 5" 1-114" No ILp �( Failed Block 2-f/2" 5" 1-314" No F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4• 4„ r��` . STATE OF ��1/,. SIDE OF THE FIXED CASEMENT(HEAD&SILL). ��rsS,;�COR%D * G` NOTES: 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 26■ 20'�-"+ 20' �O N fit. 2)ANCHORS MAYBE HEXHEAD,PANHEAD OR FLATHEAD. 48" A.LYNN MILLER,P.E. P.E.#68745 i 51 TABLE 5: FOR GLASS TYPES: Design Pressure(PBO for Single Windows,All Anchor Groups 1) 5/16" LAM I (1/8 AN - .090' PVB - 1/8 AN) 4-pproved•as camptyiug with the a 4 7/8" LAMI. IG; 1/8"AN - 7/16" AIR - 118"AN - .090" PVB - 1/8"AN) Florlda utdt C o Window Width ) � Date r+d 4 under23" 25.15116" 27-314• 30' 33.1/2' 35' 37• I�tOAI# bf zt D de Prodat under 23' +70/-80 +70/ 0 +70190 +701-90 +701-90 +70/-90 +701-90 �, 25.15/16' +70/-90 +70/_80 +701-90 +701-90 +70/-90 +70/-90 +701-90 $yam _ 36-3/8' +701-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 !^ WINDOW �,i 48' +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +70/41 HEIGHT = 50-518' +701-90 +701490 +701-90 +70/-90 +701-90 +701-90 +701-89.2 60" +70/-90 +70!40 +701-90 +701-88.5 +70/-80.8 +70/47.7 +70/-74.3 63" +701.90 +70/-90 +701.90 +70%84.3 +70/-76.5 +701-73.7 +70/70.1 -..� WINDOW y ! o 72• +70190 +70%87.2 +701-77.7 +601-71.5 +60/-62.4 +60/-60.9 +/-59.3 WIDTH J t 76• +70/•90 1 +70/-84,6 +70/-75.7 +1-67.3 +1-58.8 +/_87,2 +/-55.6 SEE SHEETS 1&4 FOR O 84' +70190 1 +701-80.4 +70/-71.3 +601921 +1-54.2 WINDOW ANCHOR Lij LOCATIONS AND QUANTITIES, Q- g J TABLE 8: r O Design Pressure(ps4 for Windows Attached to a Vertical Frame Assembly Tube J LL m under 23' Window Width O .. O Anchor Group Anchor1116" 27-314" 30" 33.1/2" 35" 37' 4 4 O d W y P Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group }} A B C D A B C&D B A,C& B A,C&D A B C&D B A, CRD B A,C&D 0 7 Uj under 27 +701-90 +TOi-90 +701-90 +701-90 +701-90 +701-g0 +70).90 +70/-90 +7W-90 +70190 1 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70'-90 +701-90 W 0 ~ 25-15118" +701-90 +701-90 +70'-90 +701-90 +701-90 +701-90 +70190 +701-90 +701-90 +70/-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +74'-90 +701-90 D CI �' Z 38.3/8" +701-90 +70/-71.6 +70'-90 +701.90 +701-81 +7Q'-90 +701-90 +70190 +70F.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 _ (j) K 48" +701-73.1 +/-57.3 +700-90 +701-90 +/-84.8 +7d-90 +701-90 +701-90 +70'-90 +701818 +701.90 +70190 +701-78.6 +70/-90 +701-90 +70i-90 +701-88.9 +701-90 Y W 50-5/8" +1-89.3 +1-54.3 +71-84. +701-90 +1-61.4 +70'-90 +701.90 +70/.90 +701-90 +701.83.2 +701-90 +701-90 +70174.8 +701-90 +701.89.2 +701-90 +701-84.3 +701-89.2 N LL Z p 60" +/-5$.5 +/-45.8 +701-84.7 +70190 +1-51.8 +701-81.2 +701-90 +700-75.9 +70'-90 +701-70.2 +701-88.5 +70/-80.3 +1-829 +70/-80.8 +70/-766.2 +701-77.7 +701-71.2 +701-74.3 O z W „ It 83" +l-55.7 +143.6 +70/-80.7 +701-89 5 +1.49.3 +701-77.3 +701-90 +701-T2 3 +70V-90 +/.86 9 +701-84.3 +70/-76.5 +/-59 9 +701-78.5 +70!•71.8 +701-73.7 +1-87.8 . +70/-7Q 1 t N � W 0 Uj < FRAME " Q TABLE 7• 10"MAX EMBLY a o ❑ U cn TUBE Design Pressure(psfl Ibr Windows Attached to a Horizontal Frame Assembly.TubeCh ® n co WINDOW N rn N Window Widkh HEIGHT M,N MCq under 23" 25-15116' 27-314' 30• 33.112' 35• 37' WINDOW FRAME o x Anchor Anchor Anchor Anchor HEIGHT ASSEMBLY Anchor G TUBE. 4 WINDOW ADDITIONAL m.2 a ZU]O Group Group Group Group Group Anchor Group Anchor Group -'y WIDTH ANCHOR ��Q o 0 AI AI All All B A,C&D A B C&D A B C&D 10•MAX. {4}.IF REQ o n-0 under 23* +70/.90 +701,90 +701-90 +70/90 +701-82.1 +701-90 +70/90 +701-78.5 +70/.90 +701-90 +70!.74.3 +701-90 r z z ADDITIONAL SEE SHEETS 1 &4 FOR WINDOW ANCHOR U 2515196" +70190 +70/,90 +70/90 +701.90 +70180 +701-90 +701.88.8 +701-90 +70/-90 +70f-84 +701-90 +701-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET / 38-318' +70/-90 +70%90 +701-90 +701-90 +70190 +70/-90 +701-90 +701-90 +701-90 +701-90 +70/80 +701.90 (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS 48' +701-90 +701.90 +701-90 +70/-90 +701-90 +70490 +70180 +701-90 +70180 +70/80 +70/80 +70/-90 REQUIRED FOR THE FRAME ASSEMBLY �1�� 4r1, .,...,, I wtNDOW I ` ��`Z`,•�CENSF, •,,c�,� ,� z 50-518" +701-90 +701-90 90_ +701-90 +701-80 +70/- +70/-90 +70/-90 +70/80 +70/80 +701.89.2 +701-89.2 +701-892 TUBE. --�t t'� Q •,• $ 60' +70190 +701.90 +701-90 +701.88.5 +70%80.6 +701-80.6 +701-77.7 +70177.7 WIDTH +701-77.7 +70174,3 +701.74.3 +701-74.3 •.•• 63' +701SEE SHEETS 1 &4 FOR WINDOW ANCHOR _Z No. 58705 80 +70%g0 +701-90 +70/-84.3 +701-76.5 +701.76.5 +701-73.7 +701-73.7 +70173.7 +70/-70.1 +701-70.1 +701-70.1 LOCATIONS AND QUANTITIES.SEE SHEET 72" +701-90 +701-87.2 +70177.7 +70171.5 +601.62.4 +60/-62.4 +60/x.9 +601.60.9 +601.60,9 +/-59.3 +/-59.3 +1.59.3 3 FOR ANY ADDITIONAL ANCHORS rIx_ 76" +701-90 +701-84.6 +70175.7 +1.67.3 +(,58.9 +/.,58.9 +/-57.2 +1-57.2 +/-572 g8 +/-55.6 +1_W.6 +i. ,e REQUIRED FOR THE FRAME ASSEMBLY "b f f�1 84' +70/-90 +701.80.4 1 +741.71.3 +601.82.1 +/-54.2 +/-64.2 TUBE. %�� '• STATE OF Noris: S%NAL 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 111 r I t t 11 1 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. a LYNN MILLER,P.E. P.E.#68706 TABLE 8: FOR GLASS TYPES: Design Pressure"Q for Single Windows,AV Anchor Groups 2) 7/16" LAMI (3/16 AN - .090" SGP- 3/16 AN) Approved as comptyla8 with/lie Florida uidilgo C(u) Bute ` 3 Window Width under 23" 25-15118° 27.'114` 30' 33-1/2` 35" 37' All l B die Prndutt C under 23" +901-130 +90J-i30 +901-130 +9Q/-13Q +90/-130 +gt�-130 +901-130 WINDOW 25.15118" +90% 00% 130 +901-130 +901-130 +901-130 +90/-130 + 130 +901--130 HEIGHT 38318' +90%130 +M--130 +901.130 +901-130 +9D1-130 +901-130 +901-130 48' +901-130 +901-130 +901-130 +9Dl-130 +90/-130 +901-130 +901-130 x 50.51W +90%130 +901-130 +901-130 1 +90/.130 +901-130 +901-130 +g0/-130WINDOW - � 60' +90/-130 +901-130 +801-130 +90/-130 +901-130 +801-130 +901-130 WIDTH 63" +90/-130 +801-130 +90/-130 +90/-130 +90/-130 +90/-130 +M-129,8 SEE SHEETS 1&4 FOR J +90/-130 +901-130 +801430 +90/-130 +901-129.1 +901-122.5 +90/./13.8 WINDOW ANCHOR O 76" +90/-130 +901.130 +g0/-130 +g0%130 +901-124.1 +901-116.7 +g0%107,8 LOCATIONS AND QUANTITIES. 84' +901430 +901-130 1 +901430 +W7130 +901-116.4 to z° V o a, t 0 0 TABLE 9: O N � Design Pressure(psi)for Windows Attached to a Vertical Frame Assembly Tube J LL R] Wlndwv Width a ;j 00 LU % LU under 23" 2515116" 27 314° 30" 33.1/2" 35" 37" o �, CD W O y Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group CL A B C D A B C&D (41 B A, C&D A B C&D A B C&D B A,C&D A B C&D � under 23" +701-94 +701-90 +701-90 +701-90 +741-90 +701-90 +701-90 +701-g4 +70r.gQ +70/-90 +701-90 +70194 +70'•94 +701-9Q +701-90 +70190 +701-90 +701-94 +701-80 +781-$0 8 F- 6 z 25.15116" +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +70/-90 + do z' 701-90 +70/90 +701-g0 +70190 +701-90 +701-90 +TW-90 +701-90 +701.90 +701-90 +70/-90 +701-90 z 8' 38-318" +70/-90 +70-71.6 +70l-90 +701-90 +701-81 +701-90 +701-90 +701-90 +70'-90 +701.90 +7tY-90 +701-90 +7(Y-90 +701-90 +7V-90 +70/90 +701-90 +701-90 +70190 +701-90 _ t!} 48" +701-73.1 +/57.3 +701-90 +701.90 +1.84.8 +701•90 +701-90 +70/-90 +70'-90 +701-94 +701-87.8 +701-90 +741.90 +701-90 +70'-90 +701-90 +70/•90 +701-90 +70'-88.9 +701-90 z LU 50-518" +1-69.3 +1454.3 +701.90 +70/-90 +1-61.4 +701-90 +701-90 +701-90 +701-90 +701-90 +701.83.2 +701-90 +701-90 +701-90 +70'-90 +701-892 +701-90 +701-90 +701-84.3 +701.90 W z G'�t 60" +1-58.5 +/-45.8 +701-847 +70/-90 +/51.8 +701-81.2 +701.90 +70r 75.9 +70'-90 +701.89.8 +701-70.2 +70/-90 +701-80.3 +701-78.6 +7(Y-90 +701-75.2 +701-90 +701-90 1. +7Q-71.2 +701-90 �h W83" +/-55.7 +143.8 +701-84.7 +701-89.5 Oz0 . ' . 0• + 153 +/8 .9 +701-94 +701-78.5 +70174.9 +701-94 +70171.6 +701-90 +701-90 c_a Q. . LU `W < FRAME p� o ^7 A in ta-' V y TABLE 10: 10.MA _ ASSEMBLY TUBE Design Pressure(psi)for Windows Attached to a Horizontal Frame Assembly Tube �n ori ® �� hM C4 04 Window Width WINDOW }M a M C14WINDOW FRAME HEIGHT under 23" 2515116" 27-314" 30" 33-112" 35" 37' HEIGHT ASSEMBLY o iz f x Anchor Anchor Anchor Anchor Anchor Anchor TUBE i U Om. a Group Group Group Group Group Group Anchor Group Anchor Group j WINDOW -I ADDITIONAL w z o V < All All Ali Ali B A C&0 A B C&D A B C&D 10° -'1 WIDTH ANCHOR r >a:Y under 23" +7&-90 +T0/-90 +701-90 +701-90 +70/-821 +7(Y-90 +701-90 +70178.5 +701-90 +701-90 +701-74.3 +70'-90 ADDITIONAL (4).IF REO• o z z 25.15118" +701-90 +701-90 +701-90 +701-90 r ANCHOR SEE SHEETS 1&4 FOR WINDOW ANCHOR +701-90 +70'-90 +701.88.8 +701-90 +70/-90 +70/-84 +701-90 +701•90 LOCATIONS AND QUANTITIES.SEE SHEET t I t I t 1 38.3/0' +701-90 +701-9D +70/-90 +701-90 +701-90 +70'90 +7(Y-90 +701-90 +701-90 +701.90 +701-90 +70'90 (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS `�� t.YNly 48" +701-90 +701-90 +70/-90 +70190 +70l-90 +701.90 +70'-90 +701-90 +701-90 +701-90 +70190 +701-90 I WINDOW L REQUIRED FOR THE FRAME ASSEMBLY �� ,rQ� ,......... 50-5/9, +7LY-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-g0 +701-9Q +701-90 +701-9Q +701-90 +701-94 -`'I WIDTH TUBE. \� ,�� ,. �yCENSF s Q, . .� 60" +70'-90 +701-90 +701-90 +701-90 +701.90 +701_90 +79-90 +701_90 +701.90 +701-90 +701.90 +70+_00 SEE SHEETS 1&4 FOR WINDOW ANCHOR 63" +70'-90 +701-90 +701-90 +701.90 +701-90 +701-90 +70'-90 +701-90 +701.90 +701-90 +70/-90 +70-90 LOCATIONS AND QUANTITIES.SEE SHEET -" No. 56705 72" +70'-90 +701-90 +701-9D +701-90 +701.90 +701.90 +70'-90 +701-90 +701-90 +701-90 +70190 +70'-94 3 FOR ANY ADDITIONAL ANCHORS = REQUIRED FOR THE FRAME ASSEMBLY 1"0 ; - �� 3 78" +70'-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-94 +701-90 +701-90 +701-90 � .•, 84" +70'-90 +70J-90 +70l-90 +70/.80 +701-90 +70d-90 +701-90 +70/-9Q TUBE, �Q STATE OF .FCORiOP. NOTES: /t�s1S p�pt `////�O Y I 1 -1� \%% 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A.LYNN MILLER,P.E. P.E.#68705 TABLE 11: FOR GLASS TYPES: Design Pressure(psQ for Single Windows,All Anchor Groups 3) 7/16° LAMI (3/16 HS - .090" SGP - 3/16 HS) Approved as complying With the Window Width 7) 7/8" LAMI. IG: (3/16"AN - 1/4"AIR-3/16" HS - .090" SGP- 3/16" HS) Dae IS.tdlnBCoda under23' 25-15116• 27-314" 301 33-112" 3W 37• 19) 718 LAMI. IG: (3/16" T- 1/4"AIR - 3116" HS - .090" SGP - 3116" HS) �Q - under 23' +901-130 +901-130 +901-130 ;901-130 +901-130 +901-130 +g01-130 M MIA de Product trill 213-15/16" +901-130 +90/-130 +9D/-130 +901-130 +901-130 +901-130 +90%130 gp 36-318' +901-130 +901-130 +901-130 +9W-130 +901-130 +x/-130 +901-130 WINDOW 40' +901-130 +90/-130 +9D/-130 +901-130 +901-130 +901-130 +901-130 HEIGHT = W-&8' +901-130 +901-130 +9D/-130 +901-130 +90%130 +90!-130 +901-130 a 60- +901-130 +9a-130 +901-130 +9W-130 +901-130 +901-130 +901-130 63' +901-130 +90%130 +901-130 +901-130 +901-130 +901-130 +901-130 WINDOW 72 +90%130 +90%130 +901-130 +901-130 +901-130 +901-130 +901-130 WIDTH +90%130 +901-130 +9D/-130 +90%130 +901-130 +90/-130 +90/-130 SEE SHEETS 1&4 FOR d' -8-4"-T+90/-130 +901.130 +901--130 +90%130 +90%130 WINDOW ANCHOR I�. LLJ LOCATIONS AND QUANTITIES. z V N 5 iJ a Z J 02 TABLE 12: i O P Design Pressure(ps0 for Windows Attached to a Vertical Frame Assembly Tube Vr J LL m o � O WindowWidth W " under 23" 2515116" 27-314" 30" 33112" 35" 37" 4 o O W y ~ !l p Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group (1) A B C D A B C&D B A,C&D A B C&D A B C&D B A,C&D A B C&D W O n under 23" +70!-90 +70!90 +70l=90 +70/-90 +701-90 +701-90 +701-90 +701.90 +7a-90 +701-90 +7a-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70%90 +701-90 +7W-90 = Z y Z 25.15116" +701-90 +701-90 +701-90 +70190 +701-90 +701-90 +701-90 +701-90 +7a-90 +701-90 +7a-90 +701-90 +7a-90 +701-90 +7Q'-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 °A 38-318" +70190 +70V-71.6 +70/A0 +70190 +701-81 +70/-90 +70190 +701.90 +7W-90 +701-90 +7a-90 +701-90 +701_90 +70190 +7W-90 +701-90 +701-90 +701-90 +701-90 +701-90 _ co 48" +701-73.1 +l-57.3 +701-90 +701-90 +1.64.8 +701-90 +701-90 +701-90 +701-90 +701-90 +701-87.8 +701.90 +701_90 +701-90 +701.90 +701-90 +701•90 +70!-90 +701-88.9 +70/-90 W 50.518" +1-69.3 +/-54.3 +701-90 +70/-90 +/-61.4 +701-9D +701-90 +7W_g0 +70�90 +7W-90 +701-83.2 +701-90 +7(Y-90 +701-90 +701-90 +701-89.2 +70190 +7W-90 +70!.84.3 +701-90 M z �0 60" +1-58.5 +/45.8 +70/-84:7 +70/-90 +/-51.8 +701-81.2 +701•90 +701-75.9 +700-90 +70/-89.6 +701-70.2 +701-90 +701.80.3 +701-78.6 +7a-90 +701-75.2 +701-90 +70190 +7a-71.2 +701-90LSI 63' +/-55.7 +1..43.6 +701-80.7 +701-89.5 +/-49.3 +701-77.3 +701.90 +7a-72.3 +7a-90 +70/-85.3 +/-66.9 +701-90 +701-76.5 +701-74.9 +7a-90 +701-71.6 +701-90 +70%86.5 +J-07.8 +701-90 M, 0 o(' W c mO Q � � W Q c FRAME c -7 D t<V y TABLE 13: 10-MAX• -•-� {-�- ASBEMBLY 1 TUBE j� ca r rn Design Pressure(psi),for Windows Attached to a Horizontal Frame Assembly Tube Window Width iT WINDOW � C-4 WINDOW FRAME HEIGHT under23" 25-15H6" 27 3/4° 30" 33-i/2" 35" 37" HEIGHT ASSEMBLY o x W Anchor Anchor Anchor Anchor Anchor Anchor TUBE z Lj o - Q Group Group Group Group Group Group Anchor Group Anchor Group j WINDOW I f AdDiTIONAI �2 o x L- -6-- -�t r-- �`'ra O o AO All All All B A,C&D A t3 C&D A B C&D 10-MAX WIDTH (4). �IF REQ. c o z under23" +70f-90 +701-90 +701-90 +7a-90 +701-82.1 +7x90 +7a-90 +70178.5 +70/-90 +701-90 +701-74.3 +701-90 AODfTtONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR 25-15116" TAY-90 +7a90 +70190 +70190 +7a-90 +Ta-90 +70%88.8 +70%90 +701-90 +70%84 +701-90 +70/-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 38-318" +70'-90 +701-90 +7x-90 +70!-90 +7a-90 +70190 +7019 (4},IF REQ.0 +701-90 +70t-90 +701-90 +70/-90 +701-90 3 FOR ANY ADDITIONAL ANCHORS � �� REQUIRED FOR THE FRAME ASSEMBLY �� QN�,..••..,!�f/�� i� dao 48" +7a-90 +7x90 +701-90 +7(V-90 +7x90 +7a9D +7x90 +701-90 +701-90 +701-9D +701-90 +70%90 _( WINDOW TUBE. �� '� ,• '��(,EN$F = 50 518" +7tY90 +7x90 +7tY-90 +70190 +7x90 +7x90 +701-90 +701-90 +701-90 +701-90 +701-�90 +701-90 -'1 WIDTH ti 4.• 6D" +70190 +701-90 +7(V90 +7W-90 +701-90 +70190 +701-90 +701-90 +701-90 +701-90 +701-90 +701-9D SEE SHEETS 1&4 FOR WINDOW ANCHOR (�o,5$705 63' +7x90 +70190 +70190 +7a-90 +7a90 +70190 +701-90 +701-90 +701-90 +701-90 +701-90 +70%90 LOCATIONS AND QUANTITIES.SEE SHEET 72- +7x90 +70'-90 +74'90 +7x-90 +7a 90 +7x90 +7a90 +701-90 +701-9D +70%90 +70/-90 +70l-90 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY -q I 76" +7a 90 +70'90 +701-90 +701 90 +10190 +70'-90 +70190 +701-90 +701-90 +701-90 +701-9D +70/-90 TUBE. � STATE OF LC! 84" +Ta-90 +7a-90 +1x90 +7x90 +701-90 +70190 sNOTES: 1)Stat:SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A.LYNN MILLER,P.E. P.E.#G8705 TABLE 14: FOR GLASS TYPES: Design Pressure(psf)for Single Windovve,All Anchor Groups 6) 7/8" LAM]. IG: (1/8"T - 7/16"AIR - 1/8"AN - .090" PVB'- 1/8"AN) 4rpt'0vrd al villi.ll,'lua►,at�tisk Window Width Florldn ialdirg ode Date r; under 23" 26-15/16" 27-X4' 30" 33.112" 35" 37" T- under 23' +70/-90 +701-90 +701t}4i�At? Ml ml t1u a ndust 90 +701-90 +70/90 +70190 +701-90 WINDOW 2645/16" +70!90 +70190 +70/-90 +701-90 +70190 +701-90 +70%-90 HEIGHT 38-3/8" +70190 +70%90 +701-90 +70190 +70/90 +70190 +701-90 48" +701--90 +70/-90 +701-90 +70190 +70190 +70190 +70!90 = 50.5/8" +70/-90 +701-90 +70/-90 +70190 +701-90 +70/-90 +70/.90 �.� WINDOW 60" +70190 +701-90 +70190 +70190 +701-90 +701-88.6 +701-84.6 WIDTH 63" +701-90 +701-90 +70/90 +70190 +701-87.2 +701-84 +70f-79.9 SEE SHEETS I&4 FOR 72" +701-90 +701-90 +701-88.5 +701-81.5 +S(V--70 +601-89.4 +80%67,6 WINDOW ANCHOR J r 78" +70!90 +701-90 170196.3 +701-78.7 +80!.87,2 +60/-65.2 +801/.63,3 LOCATIONS AND QUANTITIES. O h 84" +701-90 1 +701.90 +701-81.3 +601-70 W0 +60/-61.8 I:L U) zU TABLE 15: Z S Design Pressure{pat)far Windows Attached to a Vertical Frame Assembly Tube � J O T" Window Width 0�0 (� LL under 23' 25.15118" " 273!4 30' 33.112' 3g• 37„ $ � a � ¢ � O Anchor Group Anchor Group Anchor Group Anahor.Group Anchor Group Anchor Group Anchor Group Z 0 d Q y 00 A B C D A B C&D B A,C&D A B C&D A B C&D B A,0&D B A,C&D under 23' +70/-90 +70190 +70/90 +701-90 +70/90 +70190 +701-90 +701-90 +70!90 +70/-90 +70190 +701-90 +7W.90 +7a� +70190 +70190 +70!90 +70!90 +70/-90 LU 25-15118' +70!90 +70/-90 +701--90 +701-90 +701-90 +701.90 +70190 +701-90 +70190 +70190 +701-90 +701-90 +70/.80 +701-90 +701-90 +701-90 +70190 +701-90 +701-90 0 `1 a -303f8" +70/-90 +70/-71.6 +70!90 +70190 +701-81 +70/90 +70f90 +70/-90 +70190 +70/-90 +70190 +701.90 +70/-90 +701-90 +701-90 +70190 +70/90 +701-90 +701-90 �CO Z �' Z 48' +70%73.1 +157.3 +70190 +70190 +/-64,8 +70/90 +70/90 +70/90 +70190 +701-90 1 +701.87.8 +70/90 +70/-90 +70178.6 +70/-9D +70%90 +70190 +70/•88.9 +70/-90 _ 50518' +/-69.3 +/44.3--T-+701-90 +70190 +/-61A +70!90 +70/-90 +70190 +70%90 +70190 +70%83.2 +70190 +70190 +70174.6 +70/90 +70/-89.2 +70/-90 +701-84.3 +701-90 60" +1.58.5 +/.45,8 +70184.7 +701-90 +151.8 +701-81.2 +70/90 +70176.9 +70190 +701.89.6 +701-70.2 +70190 +70%80.3 +/-62.9 +701-90 +701-76.2 +70!-88.6 +701-71.2 +70/-84.6 � O 63' +1..55.7 +/-43.6 +701.80.7 LLJ +70%89.5 +/-49.3 +701-77.3 +701-90 +70/72.3 +70/90 +70J-S5.3 +/.86.9 + _ C" Z 70190 +70/78.5 +/-59.9 +701.87.2 +70171.6 +701-84 +/-67.8 +701-79.9O z W m i FRAME p c W 10-MAX. ASSEMBLY u W �} U TABLE 16• TUBE a c V y Design Pressure(psf)for Windows Attached to a Horizontal Frame Assembly Tube WINDOW � HEIGHT ® `t N �� co N Window Wkith ��o r7 U M under 23" 26.15/16" 27 We 30' 33-1/2• 35" 37' WINDOW FRAME Anchor Anchor Anchor Anchor HEIGHT ASSEMBLY WINDOW ANCHOR i U m D Group Group Group Group Anchor Group Anchor Group Anchor Group {4),IF REt] =- All All All All B A,C&D A B C&D A B C&D 10'MAX. SEE SHEETS 1&4 FOR WINDOW ANCHOR >a x p under 23' +701-90 +70!90 +70190 +70%90 +701-82.1 +70%90 +70/90 +70178.5 +70190 +70/-90 +70/74.3 +70/.94 LOCATIONS AND QUANTITIES.SEE SHEET o Z z 25-15/16" +70190 +70190 +7020 +70190 +701-90 +701-90 +7ty.88.8 +701.90 +701.90 +701-8+1 +70/-90 +701-90 F ADDITIONAL 3 FOR ANY ADDITIONAL ANCHORS t till 38-3/8' +701-90 +70f.90 +701-90 +701-90 170/-90 +701-90 +70/•90 +70!90 +701-90 +701-90 +70/9ANCHOR REQUIRED FOR THE FRAME ASSEMBLY 0 +701.90 (4),IF REQ. TUBE. ` i 48" +70/90 +70190 +70!90 +70/-W +70190 +TO/90 +70!90 +70/-90 +70190 +70/90 +70/90 +701-80 '<��'' jpENSic WINDOW f_ 50.518` +701-90 +70190 +701-90 +70190 +701-90 +70190 170/-90 +70t-90 +70190 +70!90 +70190 +70190 --I I� ��'• . • . �!p 60" +701-90 +70190 +70/90 +70190 +70/-90 +701-90 +70/-88.8 +701-88.6 +701.88.6 +701.84.6 +701-84.6 +70%84.6 WIDTtt N0,58705 63' 170!90 +701-90 +701-90 +70/90 +70/-87.2 +701-87.2 +701-84 +701.84 +701.84 +70/79.9 +70/-79.9 +70/-79.9 SEE SHEETS 1&4 FOR WINDOW ANCHOR r 72' +70/90 +70190 +70/-88.5 +70/-81.5 +60170 +80!70 +801.89.4 1801-89.-0 +SOI-89.4 +80/•87.8 +8W-87.8 +50/-67.6 LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS r-O •, ;' L41 Z7 76" +701-90 +70190 +701-65.3 +70176.7 +601-87.2 +60%67.2 +60!.66,2 +80/-65.2 +601-65.2 +80/-83.3 +60%63.3 +60/•BJ'•3 REQUIRED FOR THE FRAME ASSEMBLY ��O '. S7 TE OF w� 64" +70190 +701-90 +701-81.3 +60/-70 +80/-61.8 +601-61.$ �'�,c� '•.,�LOR10P•'`(ij� NOTES: �i� 1)SEE SHEET 4 FOR ADDITIONAL SAM1�.E CONFIGURATIONS. //11111/ " 2)SEE SHEET 4 FOR SNUBBER REQ1.11REMENTS. A.LYNN MILLER,P.E. P.E./188705 TABLE 17. FOR GLASS TYPES: Design Pressure(pef)for Single Wirxlotvs,AO Anchor Groups 6) 7/8" LAME. IG: (3/16" AN - 1/4" AIR - 3/16"AN - .09011 SGP -3/16"AN) APP+cued ascoulplyl g%llhthe a 8 7/8" LAMI. IG: (3/16" T - 1/4" AIR-3/16" AN - .090" SGP - 3/16"AN) Dateld"I�uIUI�wile Window Width ) l under 23' 26.15118" 27-i4-- 30' 33.112" 35" 37' ACOAqMam I D de I'rodue Co trot under 23" +901-130 +901-130 +901--130 +901-130 +901-130 +9D/-130 +90%130 25-15/16• +801-130 +801-130 +90%130 +901-130 +gp/-130 +90/-130 +901-130 T- BY. 38318' +901-130 +901-130. +90%130 +801-130 +901-130 +901.130 +901-130 WINDOW 48' +901-130 +901.130 +901-130 +901-130 +901-130 +90/-130 +901-130 HEIGHT x 50-518" +90/-130 +901-130 +90%130 +901-130 +901-130 +901-130 +90/-130 m' 60" +90/-130 +901-130 +901-130 +901-130 +901-130 +9p/-130 +901-130 63" +90%130 +801-i30 +901.130 +90%130 +90/-130 +90/-130 +901-130 --4 W1NtloW�-•- J 72' +901-130 +801-130 +90%130 +901_130 +901-130 +901_124.8 +901-115.7 WIDTH 76' +901_130 +901-130 +g0/-130 +90/.130 +gp/-126.2 +801-118.7 +90%109.6 EE SHEETS 1&4 FOR01010001 ANCHOR � 84" +90/-130 +901-130 +90/-130 +90%130 +90% LU 118.4 LOCATIONS AND QUANTITIES. a . y 3 TABLE 18: a 4 r Design Pressure(psi)for Windows Attached to a Vertical Frame Assembly Tube v- ;_0 J m 0 LL. under 23" Window Width 0 � Q w O 2515/16" 27-314" 3p" 35" o Cf? W ~ z 33.112" 3� o a fl LU ❑W 0) Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D B A,C&D A B C&D A B C&O B A,C&D A B C&D, LSU O In under 23" +70190 +701-90 +701-90 +701-90 +701.90 +701-90 +701-94 +701-9ti +7Q'•90 +70/-90 +7tY90 +701-90 +70Y-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-9Q +701-90 n= o ~ 2515118° +701-90 +701-90 +701-90 +701-90 +70t-90 +70/-90 +701-90 +701-90 +TON-� +70/-90 +701-90 +701.90 +701-90 +701-90 +7a'-90 +TON-90 +701-90 +70/-90 +TQI-90 +701.90 Z y z °D 38-318" +701-90 +701-71.6 +70%90 +701-90 +701-81 +701-90 +701-90 +701-90 +Ta'-� +701-90 +70).90 +701-90 +7001-90 +701-90 +7a+-g0 +701-90 +701-90 +701-90 +701.90 +70190 coco LU 48" +7Ql-73.1 +/-57.3 +701-90 +701-90 +/-64.8 +701-90 +701-90 +701-90 +7W� +701.90 +701.87.8 +701-90 +701-90 +70/•90 +70Y-90 +701-90 +701-90 +701-90 +7(Y•88.9 +701-90 � W $ 50518" +/-69.3 +/-54.3 +701-90 +701-90 +1.61.4 +70190 +701'90 +701-90 +701-90 +701-90 +701-83.2 +701-90 +7N-90 +701-90 +7C7-90 +701-89 2 +701-9Q +701-80 +T(Y-84.3 +70190 � � � p� BO" +/-58.5 +/-45.8 +701-84.7 +7Q/-90 +/51.8 +701-81.2 +T0/-90 +701-75.9 +701-90 +70/-139.8 +701-70.2 +701-90 +701-80.3 +701-78.6 +70K 90 +701-75.2 +701-90 +701-� +7Q+71.2 +701-90 O z LU ' n 63" +1.35.7 +1-43.6 +701.80.7 +701-89.5 +1.49.3 +701-77.3 +701-90 +701-723 +701-90 +701-85.3 +1.00,9 +701-90 +70176.5 +701-74.9 +70-90 +701-71.6 +701-90 +701-8135 +1$1,8 +701-90 c 2 'Q UJ cW d � U FRAME E -7 ra❑ U y 10'MAX. ASSEMBLY TABLE 19, TUBE Design Pressure(pst)for Windows Attached to a Horizontal Frame Assembly Tuba ® o�O1 N N WINDOW )-ro NM Window Width HEIGHT a U- E x 12 � under23" 25-15116" 27-314" 30' 33.1/2' 3S 37° WINDOW FRAME Anchor Anchor Anchor AnchorAnchor Anchor HEIGHT ASSEMBLY � z w O. � TUBEz�mN a GroupLZG Anchor Group Anchor Group _ I WINDOW ANCHORNAL 0,2(3m t- roup Group Group Group Group P -^7 o 0 WIDTH LS'a:Y All All All All B A,C&D A B C&D A B C&O 10"MAX (4).IF REQ. o 0 +- under 23" +70190 +701-90 +701-90 +70190 +701-821 +701-90 +701-90 +701-78.5 +701-90 +701-90 +701-74.3 +701-90 ADDITIONAL SEE SHEETS 1 &4 FOR WINDOW ANCHOR Z 25.16116" +701-90 +701-90 +70190 +70190 +701_90 +701-90 +701-88.8 +70190 +701-90 +701.84 +701.90 +70+90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS �� 38.3!8" +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701.90 +70/-90 +701-90 +70190 REQUIRED FOR THE FRAME ASSEMBLY `�� X1 YNA �� 48' +701-90 +70/-90 +70%90 +70/-90 +70190 +701.90 +70190 +70%90 +701-90 +701-90 +70190 +70/-90 TUBE. WINDOW ` a'��;• 'OOS SF 505/$" +70%90 +701-90 +701-90 +701-90 +701:90 +701-90 +701-90 +70/-90 +70190 +7Q/90 +701-90 +701-90 WIDTH `7 � 8(" +701-90 +701-90 +701-90 +70190 +701-90 +701-90 +70/.90 +701-90 +701-90 +70/90 +701-90 +701-90 SEE SHEETS 1 &4 FOR WINDOW ANCHOR = ,• Na.58705 67 +701-90 +70%90 +70190 +70/-90 +701.90 +701-80 +70/90 +70190 +70/-90 +70/-90 +701-90 +701-90 LOCATIONS AND QUANTITIES.SEE SHEET - =_ 7Y +701-90 +701.90 +70/-90 +70t-90 +70490 +70490 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY 0L1 78" +70190 +70/-90 +70/90 +70/-90 +701-90 +701-90 +701-80 +70190 +701-90 +701-90 +70190 +701-90 TUBE, i� 37 TE OF 84" +70190 +701-90 +701-90 +701-90 +70/90 1 +701-90ORi o NOTES: i�� . ......... � 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ��/�/1 N A�••t�� 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A.LYNN MILLER,P.E. P.E.#68706 0 TABLE 20: Item Dwg.# Description Material ASSEMBLY DETAILS 1 7002 Main Frame Head,Sip&Jamb 6083 T6 Alum. ALL DETAILS SHOWN FROM THE INTERIOR NOM. 2 7071 Anchor Plate 6063 T6 Alum. ,434•2.919" 125• 3 7003 Sash To Bottom&Side Rail 6063 76 Alum. 4 7008 Frame Corner Ke Steel .439. .062" 2.701" 5 7009 Sash Corner Key Steel 3 NOM. 6 7078 Frame Gasket Vinyl Foam rM 1 159, .062" 7 7072 Sash Corner Gasket Vinyl FoamZ 7�, 2.138` 8 7070 Bulb Weatherstri .187"x.275" Flex PVC 70 10 7024 Maxim Multi-Point Lock Steel SASH FRAME HEAD, SASH TOP ;.093* 11 7026 Lock 5u ,ort Plate Steel SILL&JAMB BOTTOM&SIDE 71 ASSEMBLY FRAME 12 7014 Multi-Lock Keeper Sleet AS REQUIRED Pr=ft a TUBE TABLE 3,SHEET 2 CORNERS #7002, 6063-T6 #7003, 6063-T6 #7004, 6063-T6 13 7013 Tie Bar Guide Nylon 1 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator,WW<=24" Steel 1.366' }+-- 16 7027 Maxim Dual Arm Operator,WW>24" 2.203' Steel 040° 17 7030 Operator Gasket Vinyl Foam1.000° 18 7031 Operator Backing Plate Steel 7 .441' 423, --•-� 19 7051 O erator Spacer Block Nylon •096" 093" 20 7032 Stud Bracket Steel 3 FIXED .093" 21 7033 Operator Track&Slider Dual Arm Steel ANCHOR PLATE 00 SCREEN FRAME 70 ADDON FLANGE 22 7023 Egress Hinge(Heavy Duty),Manuf.by Truth Steel #7071, 6063-T6 #7006, 6063-T6 #134, 6083-T6 23 7050 E ress Hinge/Washable WO),Manuf.by Truth Steel 5 24 Snubber Anti-blowout Clip Steel 31 1 Dura Seal Spacer Steel 706, ll.� 32 1713 Setting Block 5/32"x 3/16"x 1-1/491 EPDM '050" .5fl` --U7— Setting 33 1714 Setting Block 5/32"x 7 16"x 1-1/4" EPDM 85 35 7036 Laml Bead B 6063-T6 Alum. 865" g$5• 36 7042 Laml Bead C 6083-T6 Alum. 37 7059 Laml Bead D 6063-TG Alum. 1 38 1224 Vinyl Bulb Wst Thick Flex PVC 70 BEAD B BEAD C 39 1225 Vinyl Bulb Wst Thin Flex AVC 70 ..-� 35 #7036, 6063 T6 36 #7042, 8063-T6 50 Dow 899 Silicon eackbedding 60 7006 Screen Frame 3105•1-114 Alum: INTERIOR 61 7040 Screen Corner Key Polypropolene -'� .172" Fiberglass 62 Screen Cloth F€ -�-- 6 63 1635 Screen Spline EM.PVC 4 64 320 Screen Spring Stainless Steel '870" .050• 70 134 Add-on Flange 8063 T6 Alum. FRAME 71 7004 Frame Ass Tube 6063-TG Alum. so #8-32x 1/2"Ph.Pn.Mach.Scr TYPE B Stainless Steel CORNERS 37 BEAD D 81 1157 #8 x 1/2"Ph.Pn.SMS Stainless Steel #7059,6063-T6 86 Fd ld Complying K1tQ We 82 #8 x 5/8"FI.Ph.SMS Stainless Steel Floridataride Buidi Cade 83 #8x 7/8"FI.Ph.SMS Stainless Steel l nate i 84 1f8x1"FI.Ph.TEK Stainless Steel \\� QN� •.. MIf /iRevised Date: IltOAtl � uetC trot LYNN / By. Revision: 85 #8 x 1"Quad Pn SMS Stainless Steel R asci t)ad� r 86 #8 X 1-1/2 Quad Pn SAID Stainless Steel Revised By: Date: Revision: '. • 87 #10 x 1/2"Ph.Pn./TEK Stainless Steal No.58705 _ 89 #10-24 x 9/16"Ph.Pn.TYPE F Stainless Steel - ? _ Ric Dascrip#ion: Drown 8y 90 #12x 1"Ph.Pn.TEK Stainless Steal s T o � ;4�; BOM AND CORNER VIEWS J ROSOWSKI �Q,� '•, �'� 1070 TECHNOLOGY DRIVE Title.. FCOR1t)P..'' ♦ Dote: N VENICE,. X 1529 75 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 ��II�� A11 NOKOM{IS,' FL 34274 Series/tAodal Scots. IshelO et A.LYnFv�hl[LLER,P.E. Drawl" Na. Rey P.E.##38705 CERT. of AUTH. #29296 CA-740 NTS OF 10 MD-CA740-LM