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WS-13-1293 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-193270 Permit Number: WS-6-13-1293 Scheduled Inspection Date: October 09,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: SHAHNAZ PARVIN, MUHAMMAD Work Classification: Window/Door Replacement ""'N111 1 t%Uf%WnU11DV Job Address:87 NW 100 Street Miami Shores, FL 33150- Phone Number Parcel Number 1131010180380 Project: <NONE> Contractor: TRITON WINDOW DISTRIBUTORS Phone: (305)716-4900 Building Department Comments INSTALLATION OF 12 IMPACT WINDOWS AND 9 DOORS Infractio Passed Comments INSPECTOR COMMENTS False LIDIA 305.7164900 Inspector Comments Passed Failed Correction Needed ll Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 08,2013 For Inspections please call: (305)762-4949 Page 1 of 24 Miami Shores Village D micly J (� � Budding Department UN 10 2013 �, j 0 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 o a000000----- v Tel: (305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 FB 20 �� BUILDING Permit No. 3� PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 9)14 14W `�®� 5T City: Miami Shores County: Miami Dade Zip:_ -75 160 Folio/Parcel#:I 1 `?,10 10 16 0 35D Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):�MQ hG 1N11NMC j M C 1 Y1Q l 1 ,h0 QGrlime#:(n1® )44-1-4 lo T Address q ow 100 ST _5 160 City: MIC.4I1 -%jQ6e_- i V IIIC< State: Zip: 3-L Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: `PZI'TO3O �� fs l S Phone#: Ic�(�J� (�°�9W Address: a 0 LA� 2-Li Te ter• 1 City: oo rc, I State: F Zip: 3 311 Z Qualifier Name: A l d a) A-wt! 1 Q Phone#: -71 tv-1- 9 O® State Certification or Registration#:-f5r h. x311 5(3`{S Certificate of Competency#: Contact Phone#: Email Address-lk- rr0tSl2'r_9_1-M OL3 g1 L2� CZ f-A DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$_�.�(� Square/Linear Footage of Work: 55_ Type of Work: ❑Addition ❑Alteration ONew )Wepair/Replace ODemolition Description of Work: ( 10 Color thru tide: Submittal Fee$ 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$ I 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 the absence of such posted notice, the inspection will not be appro?'d of a reinspection fee will be charged. 4ignature Signature Owner or Agent ontractor ,�, w c ' The foregoing instrument was acknowledged before me this The fore oing instrument was acknowledged before me thism `s W day o ,20 1'�L ,by I4uhrarnn►j Ntainul e6ZA"'Jay of ,201 ,by who is personally known to me or who has produced L who•s ersonally know o me or who has produced As identification and who did take an oath. as identification and who did take an o NOT Y N LIC: .• •, NICOLE ACOSTA &L Florida] Si Print: •; My Comm.Expires Mar 23,2015 Print: !:) �' • �`P,w ' � 77 ` Bonded Throu h National Notary Assn, My Commission Expires: -l3-lS My Co ssi n E fires: 4 Y APPROVED BY 6� y /3 Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15109) ,f t CFN:X0130162547 BOOK 28510 PAGE 3271 DATE:03/01/2013 08:28:16 AM DEED Doc 1,680.00 HARVEY RUVIN,CLERK OF COURT, MIA-DADE CTY This instrument prepared by: First International Title 2034 East Sample Road Lighthouse Point,FL33064 Return to: First Internatkmal Titio 20M East Sample Rosin Lighthouse Polm•,FL33064 Parcel Identification No.11-3 lot-01&0390 SPECIAL WARRANTY MEED THIS SPECIAL WARRANTY DEED made this�day of 201,by 1.1SBC Bank(SSA,National Association as Trustee for First NLC Trust 2005-4 Mortgage Loan And Backed Ceeiciates,2305.4,and having its place of business at 7301 Baymeadows Way, Jacksonville,FL 32256,herelnaftercalledthe"Grantor°',to MOHAMMAD MAINUL L CHOWDHURY and SHAHNAZ PARVIN,husband and wife whose post office address is 903 ALTON RD,MIAMI RZACH,FL 33139 hereinafter called the"Granted", WITNESSETH: That Grantor.for and in consideration of the sum of$10.00 Dollars and other valuable considerations,receipt whereof is hereby acknowledged,by these presents does gram,bargain,sell unto Grantee,all that certain land situate in Miami-Dade C 6uuty,Florida,to wit: Sec Exhibit A attached hereto and made a part hereof. TOGETHER with all the tenements,hereditamerits and appurtenances thereto belonging or in arsywiso appertaining. SUBJECT to the matters set forth on Exhibit H attached hereto and made a pad haeof (collectively,the P FMp ermitted ions"),provided this shall not serve to reimpoic any of the same. GRANTOR WILL WARRANT and forever defend the right and title to the above- descr bob=1 property unto the Grantee against the claims of all person,claiming by,through or under Granmr,subject to the Permitted Exceptions. rN%erever usedherefn the terms"Grantor"amf "Gramee"incluciecl all the prudes to this instrument,and the heirs.legal representatives and assigns of in*v1cluah4 and the successors and assign of eroa poratian.) CFN:20130162547 BOOK 28510 PAGE 3272 T IN WITNM VIH>IRROF,the t#mwr has signcd'ard scaled thm presorts the day atxl year i Ent abovo wrlttan. Sig�seal delivered.in the pramca of HSBC Bank USA,National Assodation asTnatee for { e�//j� Fhst NtC Trust 2005-4 Mortgage laan Asset Backed I �} �'�j/ Certticlates,2005-4 by JPMorgari Chan Bank, /f V National Asmidation,Its attorney4rafaet 1G.4 �t l 13y: Printrtarr,e• Nainne: j Tntlo: !!!!�►t/!H fib, (Affix carpoMe,seal) ,••` p '1 CHAS era Durham. r STATBOF {' 3o Preeldat i,� t� W i % •�' COUNT OF 'rho f ,ogoirg nt was acknowledpdp'blc=ma this ay of�. �tlitHt4S 20_i by A0416 r�F�tbe ,_tc[ " of Morgan Chow Bsrk, National Association,as attomayin fact fnr HSBC Sunk USA,NodomJ Association as TrwtW for Fitst NX Trust 2005-4 Mottgagc boon Asset Bac(ed Certfiaia M 2005-4.1 Sbrlffo .is personally knows to ine or r has produced as idMtiflm6on. ARY � E My uommiswon eapdres Print* (Aftia Notarial stamp or Seal} DARRYL G.SWANN Notary nwie,State of Texas My Commission Expires j February 24.2015 i c 19 Esemw Hite No.: 21357-22 CFN: 20130162547 BOOK 28510 PAGE 3273 EXHIBIT "A" Lots 9, 18, 11 and 12,Block 4,NAVARRO SUBDIVISION,according to the Plat thereof, recorded in Plat Book 12,Page(s)59,of the Public Records of M11ami-Dade County, Florida. Property Address: 87 NW 100 Street Miami Shores,Fl.33150 t F e , CFN:20130162547 BOOK 28510 PAGE 3274 j Ea[FT1BiT 8 . PER1YII n"ENCumPANCES 1. Thelienoftaamendmantafortherustyearasdm*aquentycaw, 2. Matters thatwouid be shown by an acwretc swM end it>spection of the P vPuty; 3. AN oovemants,xeauiatlaaffi,caoditioes,08s0etQ%reaerveflona,rightsof-ways,andoshm maltase ofreeoad,to the extwat vaH4 sobeisting'-d-Am-able; aad'otdl,aanoes ofthe 4. Zotdng teOr�ts,statures,Ml-,oilers,res4rict4une,t+agulst— gDVCMMM el agrmmes Cr their teahtinneatetldes Mating to the property:the buildloo located theroan,their aonstructloa and WM in*M on the dole bereof9amy saeb plot) S. Amy licasso,permits,eathorizetioms or sbgw itoms(if=Y)inoommctlbn with the ooadnet of say ad i ty upon the po sty. l , l I, DATE(MMMDNYYY) CERTIFICATE OF LIABILITY INSURANCE 1 06/10/13 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 CONTACT Amtrust Insurance Group PHONE FAX 8100 SW 81 Drive,Ste 280 L Miami,FL 33143 PRODUCER CUSTOMER ID#: Phone (305)275-0810 Fax (305)275-0890 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Granada Insurance Company Triton Window Distributors,Inc. INSURER B: Ascendant Underwriters,Uc. 8888 NW 24 Terrace INSURER C: Doral,FI 33172 INSURER D: (305)559-9600 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. IL SR TYPE OF INSURANCE POLICY NUMBER MM//DCD EFF P D LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 I COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100,000 ❑ ❑ CLAIMS-MADE Q OCCUR 0185FL00009330 MED EXP(Any one person) $ 5,000 A 11-1, 05/11/2013 05/11/2014 PERSONAL BADVINJURY $ 1,000,000 ❑ GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY ❑ PRO- ❑ LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ❑ ANY AUTO BODILY INJURY(Per person) I $ ❑ ALL OWNED AUTOS BODILY INJURY(per accident) $ ❑ SCHEDULEDAUTOS PROPERTY DAMAGE II $ ❑ Per accident HIRED AUTOS' ( ) �i NUN-OWNED AUTOS $ ❑ $ ❑ UMBRELLA LIAB ❑ OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑ CLAIMS-MADE AGGREGATE $ ❑ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION L WC STATU- AND EMPLOYERS'LIABILITY R r B OFFICEOPRIE ER EXCLUDED4ECUTIVE YIN N/A 209-2433 09/27/2012 09/27/2013 E L.EACH ACCIDENT $ 500,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 500,000 If yyes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,H more space Is required) WINDOW INSTALLATIONS CERTIFICATE HOLDER CANCELLATION 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. Building Department 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores,Fl 33138 ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109)QF The ACORD name and logo are registered marks of ACORD CFN 2013RO246240 OR Bk 28557 Ps 0701P (Ips) NOTICE OF COMMENCEMENT RECORDED 04/0112013 11:23943 HARVEY RUVINP CLERK OF COURT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION MIAMI-DADE COUNTY FLORIDA LAST PAGE PERMIT NO JAX FOLIO NO. 11 Ji cyoIS0390 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements WII be made to certain red property,and in accordance with Chapter 713,Florida Statutes,the following Information is provided In this Notice of Commencement 1.Legal description of property and streettaddress: dmtkAgo Lo-r b LX 100 �A'Ara' sue, S - 2.Description of improvement: 141 a C fi- 3.Owner(s)name and address: dIlY964 A OAWI)L, _0,,_kv)b1kJ24J Do 3rf �,O.At S"als, 331 Interest in property: Name and address of fee simple titleholder. 4.Contactorjs name and add ress: .24 5.Surety:(Payment bond required by owner from contractor,if any) W Name and address: < 0 Amount of bond$ LL 0 6,Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may 0 be served as provided by Section 713.13(1)(a)7.,Florida Statutes, i C=3, rX�L Name and address: 0� 0 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's RN Notice as provided in Section 713.13(1)(b),Florida Statutes < X .Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is I year from the date of recording u erent date is specified) Why Signattir Print O r' Nam J4 AaA044)54a 1,gQL_ CAD40!�?'44' s am orn t7otd. tbscribed ffore me this day of at j3 No 11 A 41 1,rl m nt re red by Publi Q laiww -oil 1)r( NICOLE LACOSTA P4 : siA Print o P/ N I 1?.,Wic-State of F*WIft 23 re. ". Wl�t 23A Commis Tres: I my comm.Ex0re,.4at 2 'n# 5 commission#EE 75 National Notary Assn. Bonded Through National Notary Assn p P VIEW , 0 °® o e ° ®g 12' 19 18 '17 18` 15 14 13 8 7 20 6 21 L3ARAGE / 2 FRONT DOOR 5 PERMIT � Miami Shoms Villa APPROVED � B1f � "` DATE CUSTOMER INFORMATION ZONING DEPT - Mainul Chowdhury 87 Northwest 100 Street CITY co:m"hy Miami Shores,Florida 33150 BLDG DEPT ` S ldB,IECT T®CCM wN 11MMLFEVEIM STATE ANO CCUN7Y RULES AND REGULATIONS ~ 7 FRONT EGRESS DIKING ROOM LIVING ROOM BEDROOM 1 BEDROOM 1 BEDROOM 1 1 2 3 4 5 "w K . . TYPE: TYPE: TYPE: TYPE: TYPE: Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Horizontal Sliding Window Horizontal Sliding Window Horizontal Sliding Window Horizontal Sliding Window Sliding Door SIZE: SIZE: SIZE: SIZE: SIZE: 55"x 38" 74"x 51" 37"x 51" 37"x 51" 98"x 80" 5/18"AWAN 5/18"AN/AN 5118"AWAN 5/18"AVIAN 7/16"HS/HS NOA: NOA: NOA: NOA: NOA: 11-1114.04 11-1114.04 11-1114.04 11-1114.04 11-1016.14 SIDE (RIGHT EGRESS EGRESS BEDROOM 2 BATHROOM BATHROOM BEDROOM 3 6 7 8 g TYPE: TYPE: TYPE: TYPE: Aluminum Impact Aluminum Impact Aluminum impact Aluminum Impact Sliding Door French Door Horizontal Sliding Window Sliding Door SIZE: SIZE: SIZE: SIZE: 74"x 80" 32 W x 79 W 3T'x 38 3/8" 120"x 80" 7/18"HS/HS 3/8"ANIHS 5/18"AN/AN 7/16"HSIHS NOA: NOA: NOA: NOA: 11-1018.14 12-0516.02 11-1114.04 11-1018.14 BACK BEDROOM 3 BATHROOM BATHROOM OFFICE FAMILY ROOM 10 11 12 13 14 TYPE: TYPE: 'TYPE: TYPE: TYPE: Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Horizontal Sliding Window French Door Picture Window Horizontal Sliding Window Sliding Door SIZE: SIZE: SIZE: SIZE: SIZE: 55"x51W 335/8"x81 IN 13"x38W 531/8"x51" 86 Wx83" 5/18"AN/AN 3/8"AN/HS 7/18"AN/HS 5/18"AN/AN 7/18"HS/HS NOA: NOA: NOA: NOA: NOA: 11-1114.04 12-0518.02 11-1110.15 11-1114.04 11-1018.14 BACK (Continued FAMILY ROOM FAMILY ROOM KITCHEN GARAGE GARAGE i 15 16 17 18 19 TYPE: TYPE: TYPE: TYPE: TYPE: Aluminum Impact Aluminum Impact Aluminum impact Aluminum Impact Aluminum Impact Sliding Door Sliding Door Horizontal Sliding Window Picture Window Picture Window SIZE: SIZE: SIZE: SIZE: SIZE: 85 IN x 83" 85%'x 83" 66"X 51' 18"x27' 19"x 27" 7118"HS/HS 7/18"HS/HS 5(18"AN/AN 7118"AN/HS 7118"AN/HS NOA: NOA: NOA: NOR: NOA: 11-1018.14 11-1018.14 11-1114.04 11-1110.15 11-1110.15 SIDE (LEFT GMAM GAM 20; 21 TYPE: TYPE: Aluminum Impact Aluminum impact French Door Picture Wndow SIZE: SIZE: 36%*x 79 OW 38"x 39" 318"AWHS 7/16"AN/HS NOA: NOA: 12-0516.02 11-1110.15 II i 3 r EST.1982 ALwFAROOQ CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC: WIND LOADS WIND STANDARD: ASCE 7-10 FBC 2010 EDITION ff-c l?�-7 4 G/3fzoll•z, (Based on data supplied by client) 1. Client . Triton Window Distributors 2. Project Name Mainul Chowdhury 3. Project Address ; 87 Northwest 100 Street Miami Shores Florida 33150 CITY STATE ZIP 4. County ;Miami-Dade 5. Building Height 15 FT. 6. Building Dimensions : Length FT. Width FT. 7. Building Roof Slope ❑ Flat Nr/slope ( See Figure 1 below) 8. Risk Category ❑ I R II ❑ III &IV Risk category T applies for non essential buildings. e.g. storage facilities etc. Risk category 71'applies for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category 'III&IV'applies for essential buildings. e.g. schools, hospitals,police stations,fire stations etc. 9. Attach floor plan with shutter/window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) Alex Acosta Client Representative Figure 1: Sloped roof JAVAD ,P.E.-FL#70592 Flat roof EB C.A.N.#3538 1235 SW 871h Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afcene.com I alfaroog afceng.com TRITON WINDOW MAINUL CHOWDHURY Wind Speed(mph) 175 Mean Roof Height[h](ft) 15.00 DISTRIBUTORS Importance Factor 1.00 Height Above Grid.Level[z](ft) 15.00 Exposure Category C Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection Coefficient Kh 0,85 Coefficient Kzt 1,00 Coefficient Kz 0.85 Coefficient Kd 0.85 Velocity Pressure Evaluated @z[qz](Iblft^2) 56,64 Velocity Pressure Evaluated @h[qh](Iblft^2) 56.64 Component Size Gcp Coefficients Gcpi Coefi Design W/nd ressures(Ib/ft Mark Comp Type W(in) H(in) S(in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Ne Z4+ ' Z4- Z5+ Z5- In Zone ALL Other 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 40.1 -43. 40.1 -53.7 Z5 C Z N 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 6/3/2013 1:08:57 PM AFC 13-740 PROJECT ADDRESS WINDOW/DOOR MainulChowdtnay SCHEDULE 87 Northwest 100 Street Weird Shores,Florida 33150 PROJECT DP ID QTY SIZE LOCATION GLASS TINT GRIDS CONFIG OTHER BRAND SERIES STYLE NOA + 1 1 55"x39" Dining Room Impact Resistant 5118"AN1AN Clear Fun View XO PGT WG710 HR 11-1114.04 40.10 53.70 2 1 74"x 51" Living Room Impact Resistant 5/18"AWAN Clear Fult View XO POT WG710 HR 11-1114.04 40.10 53.70 3 1 37"x 51" Bedroom 1 Impact Resistant 5116"AWAN Clear Fun View XO PGT WG710 HR 11-1114.04 40.10 53.70 4 1 37"x 51" Bedroom 1 Impact Resistant 5116"AN/AN Gear Fun View XO PGT WG710 HR 11-1114.04 40.10 53.70 5 1 g8"x 80" Bedroom 1 Impact Resistant 7/18"HS/HS Clear Fun View XX PGT WG770 SLD' 11-1018.14 40.10 53.70 6 1 74"x80" Bedroom 2 Impact Resistant 7116"HS/HS Clear Fun View XX PGT WG770 SLO 11-1018.14 40.10 53.70 7 1 32 112"x 79112" Bathroom Impact Resistant 3/8"AN/HS Clear Full View X PGT WG101 FD 12-0518.02 40.10 53.70 9 1 3T'x 38 318" Bathroom Impact Resistant 5118"AN/AN Clear/Whgrdr Fun View XO POT WG710 HR 11-1114.04 40.10 53.70 9 1 120"x 80" Bedroom 3 Impact Resistant 7/16"HWHS Clear Full View XX PGT WG770 8LD 11-1018.14 40.10 53.70 10 1 55'x 51 1/2" Bedroom 3 Impact Resistant 5118"AWAN Clear Fun View XO PGT WG710 HR 11-1114.04 40.10 53.70 f 1 1 33&S"x 81 1/2" Bathroom Impact Resistant 31W AN/HS Clear/Whtinlr Fun View X PGT WG101 FD 12-D616.02 40.10 53.70 12 1 13'x391/2' Bathroom Impact Resistant 7118"AN/HS Clear Fun View O PGT WG701 PIC 11-1110.15 40.10 53.70 13 1 53118"x 51" Office Impact Resistant 5/16"AWAN Clear Full View XO PGT W0710 HR 11-1114.04 40.10 53.70 14 1 851/2"x83" Family Room Impact Resistant 7/18"HS/1-18 Geer Fun View XX PGT WG770 SLD 11-1018.14 40.10 53.70 15 1 85 112"x 83" Family Room Impact Resistant 7/18"HSJHS Clear Fun Mew XX PGT WG770 SLD 11-1018.14 40.10 53.70 18 1 851/2"x 83" Family Room Impact Resistant 7116"HSJHS Clear Full View XX POT WG770 8LD 11-1018.14 40.10 53.70 17 1 55"x 51" Idtohen Impact Resistant 5/16"AWAN Clear Full Mew XO PGT WG710 HR 11-1114.04 40.10 53.70 18 1 19"x 2T Garage Impact Resistant 7/18"AWNS Clear Fun View O PGT WG701 PIC 11-1110.15 40.10 53.70 19 1 19"x 27" Garage Impact Resistant 7116"AN/HS Clear Fun Mew O PGT WG701 PIC 11-1110.15 40.10 53.70 20 1 351/4"x 79 34" Garage Impact Resistant 318"AN/HS Gear/Whtlnlr Fun Mew X PGT WG101 FD 12-0518.02 40.10 53.70 21 1 38"x39" Garage Impact Resistant 7116"AN/HS Clear/Whdnlr Fun View O PGT WG701 PIC 11-1110.15 40.10 53.70 An sizes,locations and NOA's are provided by Triton window DistnNutors.Design presures are provided by engianer listed on plans. t � MIAMF MIAMI DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 2e Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2559 NOTICE OF ACCEPTANCE OA www.m1amld11d9.aov/oena/ 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 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., 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 manufacturers 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. TERNMATION 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. MFUADa Couture ;6x� � NOA No.11-1114.04 Expiration Date: December 21,2016 Approval Date: PP February i'Y 6,2012 Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 07-0815.09 and 06-0405.116) 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 POT 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. FT"330, 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. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 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 241.1 3.2.1,TAS 202-94 and-per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06--0405.06) Jaime D.Gasco ,F.E. Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 9-1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark,P. E. (,Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont 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 "Saflex 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 10/07/11 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, F.E. (Submitted under prey%us NOA No. 07-0815.09) .iaime D.Garcon,P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-2 i r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL 4858 and FTL4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada,P. E. (Submitted under NO?A 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 12/21/2016. Jaime D.Garcon,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: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.5116"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEMEEPSAFE MAXIMUM PVB 1NTERLAYER. B.51W LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.080 DUPONT BUTACITE OR SAFLExq(EEpsAFE MAXIMUM PVB INTERLAYER. C.5116"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D.7116"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E.71W LAMI CONSISTING OF(1)LITE OF VW ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYM SHEET F.7118"LAMI CONSISTING OF(2)LITES OF 3118°HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYEFL GENERAL NOTES.............1 GLAZING DETAILS............2 G.13116"LAMI tG:(1)LITE OF 118°OR 3116"ANNEALED(MIN.)GLASS,6116°OR 3B"AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 10 ANNEALED GLASS WITH A DESIGN PRESSURES.......3 .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS.................._.4 VERT.SECTIONS.............5 H.13/16"LAM[IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,511W OR 318"AIR SPACE AND 00"LAM[CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS............5 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST.......................6 EXTRUSIONS._..._............7 1.13116"LAMI IG:(1)LITE OF 1/8"OR 3M6"ANNEALED(MIN.)GLASS,6/16"OR 318"AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS CORNER DETAIL..............5 WITH AN.080 DUPONT BUTACITE OR 3AFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE....................B-11 J.13MW LAMI IG:(1)LITE OF 118"OR 3116"ANNEALED(MIN.).GLASS,3/16"OR 1W AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFL.EX/KEEPSAFE MAXIMUM PVB INTERLAYER. K.13/16"LAMI IG:(1)LITE OF 1/8"OR 3118"ANNEALED(MIN.)GLASS,3116"OR 114 AIR SPACE AND 718"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3M8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. L.13116"LAMI IG:(1)LITE OF 118"OR 3116"ANNEALED(MIN.)GLASS,3118"OR 1/4"AIR SPACE AND 7116"LAMI CONSISTING OF(2)UTES OF 3M8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLENKEEPSAFE MAXIMUM PVB INTERLAYER. 2.CONFIGURATIONS:O_X XO,XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130002. S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130002. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. OT TD ae complyb+g vvitlt the FlodBa 5.SHUTTERS ARE NOT REQUIRED. Cado •► Axepl�aeNo ti A: 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. B Confia 7.REFERENCES:TEST REPORTS FTL-4856,FTL-4859 AND FTL-5330. ELCO TEXTRON NOA:04-0721.01,03-0225.05 ANSVAF&PA NDS-2005 FOR WOOD CONSTRUCTION {{I l t t! ADM-2005 ALUMINUM DESIGN MANUAL ��O�L LYNN 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). D Ic; No.58705 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. _ y LU -o u`101i ro, ---. Jt 7119 FBCZDPO CODE CHANGE ° 1�p0' P : . RMdOp Aft 1070 TECHNOLOGY OR0/E _GEAIERAL NOTES , .c�'••.,�'to�lo.. JJt er7o o ADDED rocnaroasraaav +9oFrxor� NoKOn1re.�3az74 ��HORIZONTAL ROLLERW/NDOW,IMPAC_7 �� %cSSiONAL�r``�• FJC 4/PS/O7 O DM-MTON07VS7&CHG.NOTES WOCLOMWEDf7 P.o.eQX1$ze murex emc NOKOMtd FL 3W4 WSAW Ramr ewa�ec mrs °"otr 11 4 127-1 0 E A.LYNN ER.P.E. F.K ?!28!08 J.J 3/19/08 HIYMO NTS 1 21 50 21 50 ft 1W NOM. 112"NOM. C]EXTERIOR INTERIOR "> 53 GLASS BITE 55 GLASS BITE {ALL SECTIONS} 51 60,61,62 51 63,84,85 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 6116"NOM. 711W LAMINATED 5/16"LAMINATED GLASS 7116"LAMINATED GLASS 21 50 21 I 50 1/P"NOM. 1 P2"NOM. 59 GLASS SITE 59 GLASS BITE 52 52 86,87,68,69,70,71 72,73,74,75,76,77 as on bffty &* ��IymB.,�emDmorm" 1/6"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS tld _ .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVS INTERLAYER D° 64 -P:�F-1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS t 611(r LAMINATED 7118"LAMINATED Mieml +rot Con t� 6/16"OR 3/8"AIR SPACE ^ 3W OR 11CAIR SPACE 118"OR 3116"ANNEALED OR TEMPERED GLASS,& 10 or 3116"ANNEALED OR TEMPERED GLASS Q 13116"NOM. 13116"NOM. t r I l r 13116"LAMI IG GLASS W/6/16"LAW 13/16"LAME IG GLASS W/7/16"LAMI ��` �Y .NN 41/1�R AFOR INSTALLATION IN THE HVH2 ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.O.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. � ' ammo D� a ^D dG 1�iTHf E A/OCHANOETt888f ( AY° -�'A '• to7oTEONNOLOGYDRrve GLAZING DETAILS �ic� '•.,PLOW? C9�• .LR. D AODMIGCAPTOBETEMPEREQ �+3oFTA[DTE NOKOMIS.FL 34275 '1°°' 'i CC F!4 �r�or c AtOCHANQETfBB&iEEf P.o.sgK,s� AM KORLZONTAL ROLLER WINDOW,IMPACT ''•7SS�1I�ONAL�� Dots Dd. NOKOMIS,FL 34274 VLQ &Betwr ea FGII a 2 a 114127-10 E A.Au 88706 P.E. F 7128!08 J.J. 8/2= TABLE 1. XOX(114,1/2,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 25" 36" 38318- 48" 60 618" 54" so" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 O W. A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.4 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 FOR INSTALLATION IN 106 318" 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 -60.4 +55.2 -55.2 +52.3 -52.3 THE HVHZ ABOVE 30 A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +�0.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 SHALL HAVEA�o 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +W.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 TEMPERED LG.GLOSS - CAP.BOTH UP TO 111" C,1 +60.0 -60.0 AND ANCHOR E DP UP TO 111" D'E'F'J, QUANTITY REMAIN K,L +75.0 -75.0 TABLE 2. XOX(113,1/3,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V 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 88 7118" 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 2W' 36" 38 318" 48" 506181, 64" W. B3" W. 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 S6" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 1PRODUCTRLTVI$ED 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 mc-n»inswia+t iwnsm$c UP TO 74" C,D,E,F, +75.0 -75.0 IAK,L GLASS TYPES:TEST REPORT FTL-4858 00%FTL•4859(OX&XD)AND FTL-5330 A.5116"LAW-(118"A,.090,1/8"A) G.13/16"LAMI IGAW OR 3111rA(MIN.),5116"OR 318"AIR SPACE,5/16"LAW-(118"A,.090,1/8"A) B.5/16"LAMI-(118"A..090,118"HS) H.13116"LAMI IG-118"OR 3116"A(MIN.),5/16"OR 3/8"AIR SPACE,5116"LAMI-(118"A,.090,1/8"HS) C.5116"LAM]-(118"HS,.090,1/8"HS) I. 13/16"LAM[IG-118"OR 3116"A(MIN.),5/16"OR 3/8"AIRSPACE,5116"LAMI-(1/8"HS,.090,1/8"HS) .` p��.• << '. D.7116"LAMI-(3116"A, .090,3/16"A) J.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3116"OR 1/4"SPACE,7116"LAMI-P116-A-090,3/16"A) Qom';' E.7116"LAMI-(3116"A,.090,3116"HS) K. 13/16"LAMI IG-1/8"OR 3116"A(MIN.),3116"OR 1/4"SPACE,7/16"LAM[-(3/16"A,.090,3116"HS) =k No.58705 F.7116"LAMI-(3/16"HS,.090,311("HS} IL 13116"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7116"LAMI-(3/18"HS,.090,3J16"HS) � J� 107/14 a. NDCHMGETr 6hWr °" 7Ml+lms ,Q70TECNNt}LOOYURNL' P T DESIGN PRESSURES o�•••.,FtoR�oP•'�C9`; J.R. 31201 D ADDED 18 CAP TOBE7EMFOW +30FTNDTE. NOKOMI9.FL34278 �i FJC c aoDavrEC a�FtavoPnowauanAreasrMFl3 eDr� PA.BQX1628 ---- ALUM.HORIZOW Al ROLL�ERW/NDOW,IMPACT '�:c`sSIONA\-�`• umrne,:p� p NOKOM66.FL34274 y/dl/74yyBCtt67' fiNe 8des6 °ioi°�NOi X14 ALS'�(NMd1Lt#1.& FJG 2123103 J.J. 3/23108 (91710 NT$ 3 a 11 4127-10 S P.E#ss7u6 273V 27 3W 27 3/1r MAX.DLO 54 5118"MAX.DLO FIXED MAX.DLO MAX.DLO VENT VENT FIXED D D B B B B _ O X X O X 1�L Y 119°MAX.WIDTH I.F.FRAME--- -�) 7/18°MAX WIDTH FLANGE FRAME WIDTH I.F.FRAME--+� 111°MAX.WIDTH FLANGE FRAME DETAIL B-XOX(114-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 9/18°MAX. 33 9/18"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, DLO FIXED DLO VENT — — — 6„MAX. SEALANT OR GASKET FLANGE AT HEAD AND SILL A p FRAME ALL 15 MAX I MAX ONFIG MX. + DLO ALL DLO ALL ——15 I.F.FRAME FIXED / / VENTS �RODDCTRBado 82°MAX oumplyiwhh WaFlotlda LITES I.F.FRAME AceNo *, O X ALL CONFIG. c tC 1 13 FLANGE FRAME \\\\\pN.l LYNN �— 73°MAX.WIDTH I.F.FRAME a4�:'4�GENSE •4P*�' 74°MAX.WIDTH FLANGE FRAME-----►� VIEW D-D (FRAME CORNER CONSTRUCTION) N°'Saz9e V DETAIL A-OX OR XO 1 J L 1Q<47H! 6 AtOCHAMOE7/N88il&T C,�7, ST 7 F I=TECHNOLOGY MO a ATIONS �.t�•••..FXORtO?•'C�� JJi awl A NOcNANQETHt88HEET NOKOW.FL34M me �i��s FJ4 4H6�7 c ao.egx,aae HORZZONTAAL ROLLER/YPM IMPACT FA t,l woxonms,Ft3a2�a YWbjyBeamr NR7l0 /VT5 4 a 11 4127-10 E a tY.E$wm P.E. INTERIOR 37 32 35 22 39 1 22 P � q 16 2 13 EXTERIOR INTERIOR 21 -- '^MAX.VENT DLO MAX.FIXED DLO MAX. T DLO I MAX.WIDTH(FLANGE FRAME) EXTERIOR 18 17 SECTION B-B (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) HMAX INTERIOR 17 32 37 FLANGE FRAME MAX VENT DLO Q 16 MAX. FIXED DLO �+- MAX.FIXED DLO MAX.VENT DLO 43 MAX.WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 a 8 22 21 41 22 Z PRODUCT REVI$�D affi comtdyln8 VAM dtoFlonlda 1 adk*Colo 12 24 8 EXTERIOR INTERIOR xo il1•tQQ. 7 12 21 �p '] :vliami J3edo Product Convol EXTERIOR INTERIOR LYNN t 6 ��.•�tOENSF' 10 42 * No.58705 SECTION G•C SILL HEAD — (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) J.J. 017/11 E I�CHANQETMSSHEE7 SEC77ONS ��0''. STA£OF ome toloTt:OHNOL06YORN@ :•• �coRtOP.•'�j��` JR !! o Omm 1kMm NoKaM .FLSrs o T ALUM.NORZONALROUERWDOW,I MPRCE T "/,,,/%j N'AL C D NOAP a 4?27-90 FJG OK t M �tPt ENOKd8 L FG J.L 51 muv sHaft c5 a 91 ITEM DWGV REV DESCRIPTION A7ArL PGm 1T44@I DwG#IRLvl DESCRIPTION I MAIL PGW 1 4102 A FLANGEFRAMEHFFAD 6063-TEAL 612237 66 GLASS 13/16"IAMlnl/8"A 3/8"AIRSPACP,5/16"LAMI 1/8"A .090M 1/8"A 2 4025 SASH STOP STD. ANTI LIFT CLIP 6063-T5 AL 612244 67 13/16"LAMI I0-1/8"A 318"AIR SPACE,5/16"LAMI I/S"A .090 PNqk 1/8" 3 #8X3/4PH.PANHFAD 7834AA 68 " 13/16"JAMIIGI/8"A 3/8'AIR SPACE,5116'LAMI 1 18"HS,.090P 1AFHS 4 4053 SASH STOP COVER(SASH STOP) 6063-TS AL 69 13/16"LAW IC#•3/16"A IN. 5/16°AIR SPACE,5/16"LAMI 1 18"A,.090PYB 1/8"A 6 4136 FI ANGEFRAMESILL 6063-TEAL 64136 70 " 13116"IAMIIG-3/I6"A IN. 5/16"AIRSPACE,5116"LAMI 118"A .090PVB 1/8" 7 4137 ISULADAPTOR. 6063-TEAL 64137 71 " 13/16"IAMi1&3116"A IN. 5/Ib"AIRSPACE,5116"LAMI(1/8"HS,.Q90 PVB,118"HS) Q 8 4131 IROLLERTRACK 0063-TEAL 64131 72 " 13/16"LAMI IG-I/8"A IN. 1/4"AIR SPACE,7/16"LAMi 3116"A,.090 FV1k 3/16"A l0 71298 WBEPHOLECOVER POLYPROP. 71298 73 13/16"IAM11G•1/8"A 1N. ]/4"AIR SPACA7/16"LAMI 3/16"A,.090P 3/16"H 12 1626 ADHESIVEOPEN CELL FOAM PAD 7PAD1626 74 " 13/16"LAMIICrl/8°A IN. 1/4'AIR SPA 7/16°IAMI3/46-HS,.090PVB,3116'HS 13 4062 A ]71ANGEFRAMEJAMB 6063 T6 AL 612225 75 " 13/16"I AMIIG•3/16"A . 3116"AIR SPAM7/16"LA.NII 3/16°A_090 P 3/16"A 14 4134 GASKET FORMAINFIRAMESILLJOINT 74134W1K 76 13/16"LAMIIGY16"A 3/16°AIRSPA 7/lb°CANT 16"A,.�PVB 3/16"HS 77 15 4155 #8 X 1.000 ADPN.SMS 781 A " 13/16"IAMI la3/I6"A IN. 3/16"AIRSPA 7/16"IAMI 3/16"HS.090PVB,3/16°HS 90 1014 I IscREENFRAME(HORL&VER.) 3105-H14 AL 16 4110 G SCREEN ADAVIOR 6063-T5AL 6411OG 91 1630 ISCRIMOORNERKEYWRINGS POLYPROP. 17 4054 B IFIXEDMEMNGRAIL 606311D-T6 AL 64054A 92 1631 SCREEN CORNERKEYW/OUTRINCS POLYPROP. 19 4066 W M?.,.187 X 230 FIN SEAL 640M 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 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC 23 225-1 ROLLT RHOUSING&GUIDE 421121417 L96 SCREEN CLOTH 24 226 BRASS ROLI ER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 441M 32 4006 D SASHMIEPINGRAIL 6063I•IS-T6 AL 64066 2.710 33 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 35 1096 SWEFFLATCH DIB•CAST 710% 36 1016 #8 X.625 PH.FL.SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 2.624 38 1683 WSTP.,250 X 270 BACK,FEN SEAL 61693G .062 39 7070 1 BULB WEATHERSTRIP.187 X.275 67070K 40 UrlwRAILC]OVERCAP 74078"C'LORR 41 4139 I.F.FRAME HEAD 6063-T6 AL 64139 42 4140 I.F.FRAME SILL 606VMAL 64140 41 IF FRAME FRAME HEAQ #4139,6063-TO 43 4141 FRAMEJAMB 6063-T6 AL 64141 GL j 50 GLAZING SIIdCONF,DOW 899,9W95 OR UIVAI E[NT 51 1224 VINYLCi<AZINGBEADBULB 6TP247W,K PRODUCT RE SED 52 1 1225 1 IVDMCLAZINGBRADBUL13CMM 6TP248K 2.784 a9c�piyingwiWDmFtaafda BuDding CAC& 53 4039 B QAZINGBEAD-5/16" 6063-T5 AL 64039E t=No -54 4044 13 CAZINGBFAD-5/16"WKRR]LLKIT 6063-T5 AL 644703 3.182 O O' 55 4222 A C7TAZINGBEAD-7/16" 6063-T5 AL 64222 M1 56 985 C GLAZING BEAD-7/16"WKARII,LKIT 6063-T5 AL 6985 1.M .062 59 4067 GLAZINGBEAD-13/16" 6063-T5 AL 64067 60 CLASS,5116"LAME(I/8"A,.090 PVB 1/8"A qg I.F.FRAME JAMB 61 " 5/16"LAMI 1/8"A_090 118"HS 44141,6083-T6 .`�� N'�'LYNN 4f, 62 5116'IAMI 1/8"HS,.090 PV$1/8"HS 63 7/16"LAMI 3/16"A,.090 PVB,3116"A ' 64 " 7/16"LAMI 3/16"A,.090PV%3/16"HS z.710 *.' No.68705 I.F. RAME 65 7/16" MI 3116"HS,.090 PVB,3116"HS 4Q T6 LA a97r99 K. NOCHANDE7H/s3t€ET " '�0,�;� � ••�� 37AT OF 1070 TfiCNNOLO0Y Dt0V6 PARTS LIST ��'•.�tORtOP.'�� JJt• BPdOl19 D ADDED 7D GIAS8 7YPE3 NOKOId�.FL 34270 ALUM.HORIZONTAL ROLLER WINDOW IMPACT FK 4H 7 C ADDlTEA484942&49 P.D.a9xim rrr/�tt� NOKOM.FL 94274 1/w*gg� ®eue�aro�c 6aY; sire• naabeAb. aee A.LYWAI10.CER,P.E F.K ?J28lOB JJ 3 N92790 NT$ B d 11 41V-10 E' Re#s700 .062 1187 r- I 040 .738 3.152 .443-►{—T SASH STOP COVER LjrL 1 73 3. 4 #40M,6063-T5 1.F22 F—q�� +--2.710—�►I 2.710 FLANGE OF�AME6HEAD 6 FLANGE FRAME SILL 7 FRAME SILL ADAPTER rI"--2 7e4—�{ J . G) 114138,8083-TB O 04137,6063-T6 I 1.363 .082 081 1.Tel 062 13 FLANGE FRAME JAMB --4--.062 _ #4002A,6063-T6 4F E'L�j 46 �1.403�I SASH STOP FIXED MEETING RAIL 2 114025,8083.75 O HORIZ.ROLLER TRACK 17 #4131,6063-T6 040548,8083HD-T6 082 2j 79 .082 � 87 V 1 .050 ! ,7 1.1j83 .i62 � ►x-7.348+{ -►� 1.081 1.098 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZI GN BE�5/16" PROnacrRevlssn #4133,8063•T6 #4006D,eMHS-TB #4126,W63-T5 #4039B,8063-T6 ow tvo O Hero .060 .878 678 060 .678 • M — 1. 1'0 �T 1.11 �`I+— ►�-1.�7 1111!111 GLAZING BEAD,5/1IV 55 GLAZING BEAD 7116" 5$ GLAZING BEAD 7/16" 59 GLAZING BEAD.13/16" LYNN Q #40446,8083-T6 #4222A,8083-T6 #9860.6w3-T6 \Z.:;/ #4067,8063-T6 : :• �10ENSF''•.. p (USED WIGRILL I(IT) (USED WI GRILL KIT) No.587rr05 STATEI f'` tU� JJ IW7/11 E NOCHANWTwaHEET gocir J.R. X11 NOOWNQE7MISHEEP NOKOMLS,FL39276 i 7amw FJG 4H&O7 NOCHAN@ETH/a3H�T P.o.egx1622 •-� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT 7j�NA�L�tsotls mMpeb xma B. m P.E F.K PJ2" 32 6 NOKOM83 FL 39274 jJ;s(b{y Better HR710 Half 7 m 1 4127-10 E a L P.E.#88706 n�p ANCHOR QUANTITIES,XOX(1W112-114)WINDOWS TABLE 4 NOTES: GLASS TYPES A,B.C,G,H,I GLASS TYPES D.E,FAK,L - 1. ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-114"ELCO TAPCONS 2-1/4"ELCO SSA CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZDNES ZONES ZONES ZONES ZONE CO v� to ,n m 2.GLASS TYPES: m m m m D FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILT- HEAD&S W HEAD&SILL A.5118°LAMI-(V6"A,.090,118"A) FT,GLASS TYPES G-L SHALL HAVE A v H B.5116°LAM[-(1/8"HS,.0,118°HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 63.125x 36.375 1+C2+1+C2+1 2 1+C2+i+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(2+1 2 C.5118"LAMI-(118"HS,.09,311f A) ANCHOR QUANTITY REMAIN UNCHANGED. D.7118°LAMI-(3/16"A,.O�,3116°A) 45.000 i+C2+1+C2+1 3 1+Cx+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+i 3 E.7/18"LAM[-(3/1("A,.090,3110'HS) 80.W 1+C2+1+C2+1 3 1+Cx+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 F.7/18"LAMI-(3/18"8"OR 3 (rA(MI G.13t18"LAMI IG-1l8°OR 3/18"A{MIN.),6118°OR 30 SPACE,6118°LAMI-(1/8°A,.090,118°A) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 H.13/18°LAMI IG-1/8"OR 3118°A(MIN.),8/16"OR 318"SPACE,6118°LAMI-(1t8°A,.090,US°HS) 80.W0 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+(2+1+C2+1 3 1+C2+1+Wl 31 I. 13116"LAMI IG-IN OR 3118°A(MIN. 5/18°OR 318°SPACE,6/18°LAMI-(10 HS,.090,IN HS) J.13/18"LAMI IG-1/8°OR 3116-A{MIN.),3(16"OR 114"SPACE,7/16°LAMI-(3116-A49%3118"A) 83.000 i+C2+1+C2+1 3 1+C2+1+C2r1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(x+1 3 1+C3+1+q+1 3 K.13/18"LAMI IG-118°OR 3116'A(MIN.),3116"OR 114"SPACE,7116"LAMI-(3/16-A,.090,3118"HS) 60.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 1+C2+1+C 2+1 2 1+C2+1+C2+1 2 1+C2+2Ft2+1 2 L 13/16"LAM[IG-1(8°OR 3116'A(MIN.),3118"OR 114°SPACE,7H6"LAMI-(3H6"HS,.090,311(°HS) 48.00D 1+C 2+1+C2+1 3 1+C 2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2F1 3 1+C 2+2+C2r1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.628 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 1+C2+1+C-2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+•2+C 2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 54.WO 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+i 3 1+C2+2+t2+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+Cx+1+C2+1 3 1+C3+2+03+1 3 26 3/4"MAX.FROM CORNERS. JAMBS: 9'MAX.FROM CORNERS AND 22112°MAX.O.C. 83.1100 1+C2+1+C2+•1 3 I 1+C2+1+(x+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+q+2+q+1 3 TABLE KEY' 74.00x38.375 i+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+•1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 X p 46.ODO 1+C2+2+(2+1 3 1+C2+1+C1+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 ••+--ANCHOR QUANTITY PER JAMB MM 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+i 3 HEAD AND SILL ANCHOR QUANTITY. 64.000 1+C 2+2+(x+1 3 1+02+1+C2+1 3 1+C2+2+C 2+1 3 1+C2+2+C2+1 3 1+C2+2+C 2+1 3 1+C3+2+q+1 3 A CLUSTER OF+(3)ANCHORS CENTERED OMOW 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+C 2+2+C2+1 3 1+q+2+q+1 3 AT EACH MEETING RAIL PLUS(1) ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C 2+1 3 1+C:2+1+Cx+1 3 1+q+2+C3+1 3 1+q+2+C3+1 3 1+C 2+2+C2+1 3 1+C3+2+03+1 31 PLUS(4)ANCHORS AT FIXED SECTION. 84.000x38.378 1+{2+2+C2+1 2 1+C2+2FC2+1 2 1+C2F2+C2+1 2 1+C2+2+C2+1 2 1+Cx+2fC2+1 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 411000 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C 2+2+(2+1 3 1+C2+2+C 2+1 3 1+C 2+2+C2+1 3 1+C3+3+q+1 3 (3-MIN.O.C.ANCHOR SPACING) SOAM 1+C2+2+C2+1 3 1+Cx+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C 2+2+C2+1 3 1+C3+3+C3+1 3 64.000 1+C2+2+C2+1 3 1+Cx+2+C2+1 3 i+C2+2+C2+1 3 1+C2+2+02+1 3 1+02+2+(x+1 3 1+C4+3+04+1 3 263/4" —3 —+-�11-3 /1111. i�.000 1+(x+2+(�+1 3 1+(�+2+(2+1 3 1+03+2+03+1 3 1+q+2+p+1 3 1+(2+2+C2+1 3 1+C4+3+C4+�1 3 830 iKx+2+02+1 3 4+C2+2+C2t1 3 1+q+2+C3+1 3 1+q+2+q+1 3 1+( +2+(2+1 3 1+C4+3+C4+1 3 X O X 106.375 x 3S.375 1+C2+2+C2+1 2 1+C2+2+(x+1 2 1+C2+3+(2+1 2 1+C2+3+C2+1 2 1+(2+3+{2+1 2 1+C2+4+C2+1 2 PRODUCT.REYtSM 48.000 1+Cx+3+C2+1 3 1+Cx+2+C2+1 3 1+(x+3+03+1 3 1+C3+3+C3+1 3 1+C 2+3+C 2+1 3 1+C3+4+q+1 3 MTG.RAIL,TYP. as cmNYin wilb u Flo*la 60.625 1+Cx+3+C2+1 3 1+C2+2+Cx+1 3 1+C1i+3+C3+1 3 1+q+3+q+1 3 1+q+3+q+1 3 1+C3+4+q+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS A-�m - 54.W0 " i+C3+3+q+1 3 1+Cx+2+Cx+1 3 1+CS+3+q+1 3 1+C3+3+C3+1 3 1+q+3+CS+1 3 1+04+4+04+1 3 (SHOWN IN TABLE KEY ABOVE) MWO 1+C3+3+C3+1 3 1+C2+2+q+1 3 1+C4+3+C4+1 3 1+04+3+C4+1 4 1+q+3+03+1 3 1+04+4+04+1 3 A4 03.1 1+CS+3+C3+1 3 1+C2+2+Cx+1 3 1+C4+3+04+1 3 1+C4+3+C4+1 4 1+CIF+3+C4+1 3 1+C5+4+C5+1 3 26 314°MAX. 111.000 x 38.375 1+C2+3+C2+1 2 1+C2+2+Cx+1 2 1+C2+3+CZ+1 2 1+Cx+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1 ' MIN. ttllllry 48.OW 1+C2+3+C2+1 3 1+02+2+(�+1 3 1+p+3+q+1 3 1+(B+3+C3+1 3 1+02+3+C2+1 3 1+q+4+q+1 3 \\� N`(LYNIV 9"REF. \\ ,ZO .......ti!/4 50.625 1+C2+3+(2+1 131+C2+2.4c2+1+C2+2+(x+1 3 1+C3+3+Cx+1 3 1+C3+3+C3+/ 3 1+C3+3+C3+1 3 1+q+4+q+1 3 X O X :' ENgF'•.�Fg 64.1D0 1+q+3+03+1 +C1+2+02+1 3 1+03+3+03+1 3 1+C3+3+q+1 3 1+C 3+3+q+i 3 1+04+4+04+1 3 *` Na 58705 ' 80.000 1+C3+3+03+1 +C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+q+3+Cx+1 3 i+C4+4+t4+1 3 MTG.RAIL,TYP. 63.000 1+�3+3+q+1 3 1+C4+3+04+1 3 1+C4+3+C4+1 4 1+C4+3+04+1 3 1+C5+4+C5+1 4 EXAMPLE CLUSTER W1 QTY.OF(4)ANCHORS = o : )f'' ' WF E NOGi/uVGETHt881 7 ° a S.TA 1070 TEC"NOL06Y DRNE ANCHORAGE SPACING,XOX(114-112-114) ; D ADDEDll;CAP7I717HNPERFJ7 +30FTN0T$ NOICOS.ft3T278 C LOU TETA8LE4,MECTVNIESDUETOANCHORCAP.ADJ. P.o.ac�c,s� 'L�HORIZONTAL ROLLERWMIDOW,IMPACT �� NA �E�ciWe NMONS,R 34274 TJju( ,$gam + aw 11e,4oNt — LYNN Maw P.E.J.J. HFUV NTS a a 11 4127-90 E P.F-#5 s ANCHOR QUANTITIES XOX 113-1/3-113 WINDOWS TABLE 6 NOTES; GLASS TYPES A,B,G,H GLASS TYPES C,D,E.F,I,J,K,L N 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 2-114"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(GS) 2.GLASS TYPES: WINDOW SIZE HEAD&SILL HEAD'&SILL HEAD&SILL as HEAD&SILL HEAD&SILL HEAD&SILL A.5116"LAN-(118"A49D,1/8"A) FOR INSTALLATION IN THE HVHZABOVE 30 W Y li - - I I S.SHS"LAMI-(118"A..090,11W HS) FT,GLASS TYPES G-L SHALL HAVE A 46.000 x 38,375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+G2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+02+1+02+1 21 C.6118"LAMI-(118"HS,.090,10 HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 D.7118"LAN-(3118"A..090,3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. 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+C2+1+C2+1 3 E.7/16"LAMI-(31161 HS,.0,3/16"HS) F.7116"LAMI-(3M8"HS,.090,3118"HS) 54.000 I+C2+1+C2+1 3 1+C2+1+C2+1 3,1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 G,13M6"LAM110-118"OR 3118"A(MIN.),5118"OR 318"SPACE,6116"LAMI-(118"A A90,IAr A) 60.000 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 H.13116"LAMI IG-118"OR 3(16"A(MIN.),6118"OR 318"SPACE,5118"LAMI-{118"A 080,1/8"HS) 63.0DO 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+G2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 I. 13118"LAMI IG-118"OR 3M6"A(MIN.),5118"OR 318"SPACE,6M8"LAMI-(118°HS,.090,lAr HS) J.1311W LAMI IG-118"OR 311 S"A(MIN.},3116"OR 114"SPACE,7118"LAMI>(3/16'&.09D,3116"A) 83.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 K.13/16"LAN IG-1/fr OR 3/'16"A(MIN.),3118"OR 1/4"SPACE,7116"LAMI-(3/1(rA,.09D,3/16"HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 L. 13M8"LAMI IG-1/8"OR 3116'A(MIN.),3116"OR 114°SPACE,7116"LAMI-(3116'HS..090,3116"HS) 50.625 1+C2+1+G2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 31 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 64.000 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 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 6D.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD&SILL: 10112"MAX.ON EACH S1DE OF MEETING RAIL CENTERLINE 80.000x 38.375 1+(Z+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 253(4"MAX.FROM CORNERS JAMBS: 9"MAX.FROM CORNERS AND 211/2"MAX.O.G. 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 TABLE�, 50.626 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 X O X 54.000 MI+C2+1+C2+i 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB 80.000 �+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+{2+1+i +1 3 1+{2+1+02+1 3 1+03+1+( +9 3 63.000 02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 66.000 x 38.376 2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 A CLUSTER OF(N)ANCHORS CENTERED ON EACH MEETING RAIL PLUS(1) 48.000 2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT 50.625 2+1 3 1+C2+1+CZ+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 PLUS(1)ANCHORS AT FIXED SECTION. 54.OD0 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+0 2+1 3 1+CS+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL. OIL= 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+(2+1+CZ+1 3 1+C3+1+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 61000 1+G2+1+C2'+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 i+C3+1+p+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 74.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C..2+1+C2+1 2 1+02+1+C2+1 2 1+(2+1+C2+1 2 {- ► 25 314"MAX. 48.000 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 I -��--3"MIN. 60.626 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+03+1+C3+1 3 64.000 1+C2+1+C2+1 3 1+C1+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°�' X O X 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 II 83.000 1+C2+1+02+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+q+1+p+1 3 IHtODUCTREabdw MTG.RAIL,TYP. -y�plY gLplpe>tlofida 84.OtiO x38.375 1+02+1+(�+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+02+1 2 1+02+1+02+1 2 au0dLa8Code 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS L1 No 50.626 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 (SHOWN IN TABLE KEY ABOVE) 54.ODO 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 MlemL 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+0+1+03+1 3 26 3"MAX. 63.000 1+C3+1+C3+1 3 1+C1+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+04+1+04+1 4 ilr TYP. 86.437x 38.378 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 2 1+C2+1+C2+1 2 �� ONY LYNN 48.000 1+C2+1+02+1 3 1+G2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 X O X �`a •'LICENS�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 1+C2+1+C2+1 3 1+C3+1+0+1 3 ' 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 No.58705 ' 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+03+1+C3+1 3 1+C4+1+04+1 4 MTG.RAILTYP. - - 63.ODO i+C3+1+C3+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS =-d'• 2 a.�y ms :gyp`• s7a F 1V�: J.J. 4m17111 E NO CHANGE7Pl/S'SHEET T'•. �vfl 107076CHNOLOtiYOWVE AAlCHORAGL=SPAC1(dG,XOX 9/3-913-1I3 %1 ' •%"40R1p?•.••'•��'.` JA B D DEDLOCAP7OBETSIVE7ED +3AFrNO7E. NOKOMI%FL34275 7°` ''s`s,ZONAL Wi7w a ALLM HOR&ONTAL ROLLER WMIDOW,iLVIPACT •,�,0 IF ` FJC 7tl C 11PDATETABLE5,SELECTVRLUES DW TO ANCHOR OW AW P.0 a9l 1628 '111 f X 111 Ammw.. ant NOKOMM,FL 34274 MW,J>mw Be•m sere a".MO �' A.LYNN Mi"P.6 FJG Jd 8123/08 HR710 ALTS 9 m 11 4127-10 E P.E#um ANCHOR QUANTITIES,XO&OX WINDOWS TABLE-6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-1/4°ELOO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES NN 2.GLASS TYPES: WINDOW SIZE m QQ� m a4 A 6/16°LAMI-(118°A,.090,118°A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 4D rn L� g +/� B.5/16°LAMI-(118°&.090.1/8°HS) FT,GLASS TYPES G-L SHALL HAVE A V H "6 °5 _'o 51 T°� � _'8 � a3 -a C.5116'LAMI-(IV HS,.090,IV HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D.7/16°LAM[-(3118°A,.090,311("A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7118°LAMI-(3(16°A,.080,3116°HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1 1+C2+1 3 1+132+1 3 1+C2+1 3 F.7/16°LAMI-(3/1(°HS,.090,3/18'HS) 50.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1 1+C2+1 3 1+C2+1 3 1+C2+1 3 G.13/16"LAMI IG-1/8°OR 3118°A(MIN.),6/16°OR 318'SPACE,6116°LAMI-(1/8°A,.090,lV A) H.13116°LAW IG-118"OR 3/16"A(MIN.),6/16°OR 318°SPACE,6/16°LAMI-(1/8°A,.090,118"HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I. 13!16°LAW IG-11W OR 3116'A(MIN.),6116"OR 318°SPACE,6118°LAMI-(1/8°HS,.090,118"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-I/8'OR 3118°A(MIN.).3118°OR 114-'SPACE,7/16"LAW-(3116°A,.090,311(r A) 63 000 1+C2+1 3 1tC2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 K.13116"LAMI IG-1/8'OR 3116°A(MIN.),3118°OR 1/4°SPACE,7118"LAMI-(3118°A,.090,3/1(°HS) L. 13!16°LAMI IG-118°OR 3/16°A(MIN.),3116"OR 114°SPACE,7/16'LAMI-(3116°HS,.090,3118"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 3,WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 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 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1 1+C3+1 3 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD 8 SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3t4'MAX FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+(2+1 3 1 1+C3+1 3 JAMBS: 9°MAX FROM CORNERS AND 22112°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 1+C3+1 3 TABLE KEY: O X 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+02+1 2 2+C3+2 -ANCHOR-ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+0+1 3 50.825 1+C2±1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+•( 3 1+C3+1 3 HEAD AND SILL ANCHORQUANTITIES 64.000 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(HE MEETING CENTERED ON THE.MEETING RAIL 60.000 1+p+1 4 1+C2+1 3 1+03+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FD(ED 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 ANCHORS TOTAL AT HEAD AND SILL. 48-000 1+C2+1 3 i+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) 50.626 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+p+2 3 18 314"MAX. 64.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1 1-3-MIN. 60.000 1+03+1 4 9+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 .L- 9°REF. X 63.000 1+03+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+q+1 3 2+C4+2 4 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 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C'L+2 4 1+C2+1 3 2+C3+2 3 MTG.RAIL �� om�]ynn writ,me Flart4a 50.625 2+C3+2 4 1+C2+1 3 2+q+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS A�ggm,No Date 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+134+2 4 8 314°MAX 74.000 x 38.376 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 �`�� 11PZ°T. 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 "3°MIN. ``\ tJ�LYNN�yj 9'REF. 0 41GENSF'!`; p�� 50.625 2+C3+2 4 2tC2+2 3 2+C3+2 4 2+03+2 4 2+C2+2 3 2+C3+2 4 X O �� ,. 54.000 2+03+2 4 2tC3+2 3 2+0412 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 �*'• No.58705 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+433+2 3 2+C4+2 4 MTG.RRIL ; = 63.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+p+2 4 2+C4+2 b EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS �-p � �*/��"" � J.J ' rar7�rr E No crr,WC,>E rt> sr r °im"`°' ;gyp`•. STA�i ` FJ �4U- ,oroTecNNa oor oR ANCHORAGE SPACING,OX AND XO WINDOWS %'�F'• �<oRto?.•' �'� JJt &ZDlrt O ADDEDIGCAPTOHETaVBWD +3W NOTE NOKOMIS,rL 34M ,uu % F-K 4H4/o7 0 W&TABLEBToo,S8E2Eorvm J m ETOAwwRw.ADJ P.O.B xim ALUM.HORJZONTAL ROLLER MAIDOW,tMPAC_T '%r;�,IONAL�E��`• FF.K 141" .LJ. 9)19/OO NOKOMI8.PL 34274 VLsIL(y Eedtm' s NTS 10 -11 "4127-10 1314^MIN.E.D.TYP. NOTES: 2x WOOD BuGK, MIN. RTE 1 I.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4°ELCO CONCRETE ° f NOTE 3 1 3$" TAPCONS EMBEDED 13/8"MIN.OR 114°S84 CRETE-FLEX EMSEDED 1314"MIN.. MINIMUM DISTANCE FROM w MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4"• FLATHEAD ANCHORS MUST BE 012 TRIMFIT HEAD. A•°, '1 ••:: NOTE 1 1x WOOD 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 114"SS4 CRETE-FLEX WITH BUCK, 7 #12 TRIMFIT HEAD. NOTE3 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 114" 1/e THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX MAX.�I�� WOOD BUCKS DEPICTED AS 2x ARE 1 112°THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHdRITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW 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 RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1 t4" MAX 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIM 1 IN. 1/4"MAX.SHIM—►I{»— 1 1/4°MIN DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. I I (1.5 KSI CMIn OR f e' PER NOTE 1 I`(JI (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, NOTE 2 NOTE 1 v 1314* EXTERIOR INTERIOR[ > MIN.E.D (H &SILL DETAILS A,B.C,D. &H) TYP. 2x WOOD BUCK NOTE 3 1.WOOD BUCK,NOTE 3 ^ SEE NAILING DETAIL E DETAIL F I oR (JAMB DEETT AILS E,F&I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE 0 ANCHOR, WOOD DETAIL H (HEAD) NOTE 1 NOTE 2 NAILING 931 D1A MIN.x 2112°NAIL PRODUCfRBVum AT CORNERS AND 5"O.C. � y ,.,�,die r loft 1M MrX TYPICAL DETAILS O,H&I. C�od4 SHIM SHIM ° ..j.. SEE--► n4 PrudSCtcm °• NAILING :: y • NOTE 1 1 3/8 MIN. 93/4"MIN. °, iul�tit MIN.3.4 KSI E D.TYP. °'• e° , ; SEE NAILING `�x p v LYNN 4f[� CONCRETE 2x WOOD ° '' 1�� •'y�CEN @F':Fp�� DETAIL C Buc , DETAIL D NOTE 3 DETAIL G(SILL) DETAIL 1(JAMB) _* No.58705 "t TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS d l 0• F� r� 1o>1THt a NocHANOr 11i�8ttEET ,mot cNnKSLOGruarv� ANCHORAGE DETAILS �`'• a ? LR 8/80l1t asp NO CHANGETMSSHEET NOKOMIS,FL34275 ,ms i��s9 *..OR10P••'G�`�� FJC 4/tb/OT c ADD.F a .5 7V P.O.eqx im � ALUM.HORL70NTAL ROLLER WWDOW,IMPACT .i��QN�A�i1.t NOxONS•FL 34!74 V"b Bom s e�x m.am+a a LYfJNIJ LLER.�P E FJG 7/18>i>8 Jd SlJas Harto H&tf 11 m 91 4927.10 E P.E.055705 y M IAM POW MIAMI—DADE COUNTY,FLORIDA ! PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOAH www.miamydade.eov/Here/ PGT Industries 1070 Technology Drive Nokbmis,F134275 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"PW 701"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4259--4 titled "Aluminum Picture Window, Impact", sheets I through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, 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. 10-0504.05 and consists of this page 1,evidence pages E-1 and&-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.l I-1110.15 M ...9 t � Expiration Date: February 19,2014 Approval Date: February 02,2012 Page 1 I PGT Industrries I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-1105.0X) 2. Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8; prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, 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 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. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC-2007,prepared by manufacture,signed and sealed by Anthony L. Miller,P.E. (Submitted under previous NOA No. 10-0504.05) 2. Glazing complies with ASTM E1300-02/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex--Clear or colored Interlayer"dated 04/21/11,expiring on 04/21/16. 2. 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. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2: Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller,P.E. Jaime D.Gaston,P.E. Product Control Section Supervisor NOA No.11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 E-1 i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller,P. E. . (Submitted under previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 10-0504.08) 5. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 10-0504.08) 6. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FT1,3850, issued by Fenestration Testing Laboratory, Inc.,dated 07/31/03, signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 10-0504.05, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window-L.M.I"approved on 09/22/10 and expiring on 02/19/14. Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 E-2 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCTS MAXWUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS 45-1/4° TYPE). 44-1/4' VISIBLE LIGHT B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED VISIBLE LIGHT TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR 5° MAX. WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. 8° 12-7/8° O.C. NOA DRAWING TABLE OF CONTENTS SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. MAX. B MAX. O.C. 2° MAX. �,� p C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, GENERAL ........................1 REFERENCING NOTES FROM SHEETS 6 & 7. C C ELEVATIONSS,, FLANGED EO...............1 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED A A ELEVATIONS, INTEGRAL FIN.......1 ON TESTED PRESSURE AND ASTM E1300-02, 3-SECOND GUST. GLAZING DETAILS.......................2 POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND I _ — DESIGN PRESSURES, FLANGED.2 9$ 1/4" DESIGN PRESSURES, FINNED....2 ASlld E7300-02, 3-SECOND GUST. FIN TO INSTALLATION, INTEGRAL FIN.....3 3. ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN FIN CORNER ASS Y, INTEGRAL FIN..3 USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING 92-1/4° 5° CORNER ASS, , FLAN D.............4 CORNER ASST, FLANGED.........4 BUT NOT UNITED STEEL SCREWS, THAT COME INTO CONTACT VISIBLE MAX. 93-1/4° INSTALLATION, MISC..................5 WITH OTHER DISSIMILAR F THE FLORIDA LS SHALL MEET THE � UGHT O.C. ANCHORAGE...............................6,7 REQUIREMENTS OF THE LORID BUILDING CODE. LOAD \ 96° �\ VISIBLE EXTRUSION PRO FILES................8 DURATION, CD, OF 1.8 WAS USED IN WOOD SUBSTRATES ONLY. I UGHT 12-7/8° FLANGE 96" PARTS LIST................................8 4. SHUTTER REQUIREMENT: NONE REQUIRED MAX. TO FLANGE 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C-90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6, REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850, NOA: 07-0425.01 (ULTRACON), 03-0225.05 (CRETE-FLEX), 1 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION,ADM-2005 ALUMINUM DESIGN MANUAL 6° 48° FLANGE D 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY MAX, TO FLANGE 2° MAX. A8. WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 50 1/4' INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FIN TO FIN 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE TYP. FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION CAPABLLEEOFCTT TRANSFERRING APPLIED APPLIEDELOADBS..WWOOD USE BUCKS�MBY (TESTED UNIT) (TESTED UNIT OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. OTHERS. PROT)OC r4r4TSBQ f+—WIDTH— h`—WIDTH C LA WIDTH. �� odo W WIDTH—°I AeoapMnceNO +I WIDTH I+--"•I WIDTH I+— la x T w ►• WIDTH—�I t f� WIDTH--H F*-WIDTH-H I+WIDTH--I Imo—WIDTH T T� T 1Y T d 1 d d _d // I :` �,Z':4�pENSF'•.F�* � � � i� � � _ it• No.58705 — u�nw�c %.Q o d( r J.J. f0 18111 D 2010 F$C UPDATE •P SETA OF Rip � 3 TE :•G N F R T70N 1 N0VE TECHNOLOGY ELEVATION$AND NOTES i�.t�•••. F'tOR1Q?:••• J.R. 3 ar ro c RdAA o ALUMINUM PICTURE WINDOW,IMPACT . SI F.K. 4a4 07 $ j t --02 AND RfV! P.O.BOX 1529 _ i7�s ONAL�?�` F.K 7/14/09 NOKOMIS.FL 34274 ® PYW7n1 $ °"i°9� hn 40"to �.E. a 8 42�t•4 p P.E.#58705 7/18•LAM GLASS NOMINAL ft� Maximum Design T/184mN 3A14A-A�PVB-SJ1616 .040'DUPOM NUTAtXTE OR Pressun3{t�Paf� YA O4m ttt3/18)MP•7AGA1R-SASA-A9OP1B-9/1816 SAMEX KUPSAFE MAXIVUM FI npd 3/18'ANNEALED OR HFAT PV8 MTERLAYER Windows " OF°B"DIntem 7FLFI ED GIASS 3/18'HFAT 24 so 38 42 48 64 Ba 67476 SIRENGTHENFD GLA53 38 8D.0 80.0 80.0 80.0 86.0 60.0 80.0 60.0 12 �., DIM. 48 80.0 80.0 8D.0 80.0 80.0 80.0 80.0 80.0 A° & "e° DIMENSIONS MAY 80 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 10 BE ORIENTED VERTICALLY OR 17 21 HORIZONTALLY AS SHOWN. 87.876 80.0 80.0 80.0 80.0 80.0 71.1 64.0 821 "13* 72 80.0 80.0 8D.0 80.0 79.3 71.1 61.0 R 11/ T ° D "e" DIM. 78.8 80.0 80.0 80.0 80.0 76.0 70.0 84.0 0 CLASS 9" 84 8D.0 80.0 80.0 74.3 88.3 63.6 A" a 86.3 80.0 80.0 80.0 73.6. 87,4 828 13 2 DIM. � b 98 80.0 83.0 77.2 84.7 68.2 14 v 108.7 80.0 80.0 72.3 68.3 120 8116 60.0 70.4 7/16" LAMI GLAZING DETAIL 128 80.0 80.0 70.0 FLANGED OR INTEGRAL FIN FRAME 145 80.0 00.0 (FLANGE FRAME SHOWN) Fin and Maximum Design 7/181aw:3A"-.o99PV8.3AM FWnpd Pressure{+/--PSf' 7 1"L"10:3/IMA-7/18ARt-9!1&IS-.MPY9- 1-1/1e'u8M MASS NONWOL 7/18•LAW MASS NOMwM. WIIIEON9 A"M B"Dimension R .090 DI1PMii'BI/I'ACRE 0 4 30 38 42 40 64 so 87.878 PYB w1ER1AYER MAXR" 7/16-AIR SPACE 38 80.0 80.0 80.0 80.0 $0.0 80.0 80.0 80.0 3/te'ANNFALM OR NFAT SnWQTHBNED MAS 3 14°F@AT 48 80.0 80.0 .0 80.0 80.0 80.0 80.0 80.0 3114'TEMPERED GLASS EP GLASS eD 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 64.0 62.1 12 72 80.0 80.0 80.0 80.0 80.0 71.1 84.0 18 78.8 80.0 80.0 80.0 80.0 80.0 71.1 64.0 11 84 80.0 80.0 80.0 80.0 80.0 71.1 M75KA 11 t4 NoM Q 86.3 80.0 80.0 8D.0 80.0 80.0 71.1 LNrE go 80.0 80.0 80.0 $0.0 84.0 909.7 80.0 80.0 80.0 80.0 13 1 P PPAVOW re oa10p1y(Og weh et4 FWsiBa 120 80.0 80.0 80.0 8- 16 126 80.0 WO 8D.0 145 80.0 1 80.0 1-1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAM NOTES; (INTEGRAL FIN FRAME SHOWN) ` ��Y LYNN M/le��i�ii 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT. .� ��: L}CENSE '•; 2. FOR SIZES NOT SHOWN, ROUND lip TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. Q' '•, 3. FOR ARCHITECTURAL.WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FlT WITHIN. �*: N0.58705 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS 'A"AND "B') MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE. THIS SHEET). d P'l 1/7 J.J. 10 18/11 D a�CHANGED HS CAP TO TIMP FOR 30'RULET0$°` �O••:� '•�' J.R. 3131170 C RMATIOAI GER 10N.0VE TECHNOLOGY 34275 Qj 1�.71�Q Q�A/LS ''r�`'• FCORtOP••'G?: F:x. 4/4/07 8'""NO CHANCE THIS SHEET P.D. a0X 1620 ALUMINUM PICTURE MWOW JMRACT ''iSiNNA' NOKOMIS,FL 34274 S-Wvw .L tK -.Q- R"" FA VKW P*M NT$ 2 a 4 8 420 D C P.E.f 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK —� 1/4" MAX. SHIM 1/4" MAX. SHIM r I ir— 2X W000 BUCK OR FRAMING OR FRAMING SEE ANCHOR I GUIDELINES, 1 13 SH ET 8 1 INTERIOR 13 .375" MIN, 2X WOOD BUCK OR FRAMING EDGE DISTANCE .131" (1/8' X 2-1/2° NAIL, WITHIN 2°OF—►• CORNERS AND 5°O.C. X 2-1/2`iNAIL 1 3/8° MIN. EMBEDMENT .375"MIN. WITHIN 2° OF 11 18 oaO 17 R 21 10 EDGE DISTANCE CORNERS AND 11 1 5° O.C. MAX. VISIBLE LIGHT OPENING 13 MAX. WINDOW HEIGHT HORIZONTAL SECTION C—C MAX. 18 22 WINDOW HEIGHT 17 21 MAX. VISIBLE LIGHT INTERIOR OPENING SEE ANCHOR GUIDELINES, SHEET 8 13 MAX. kFRAMEWITH SHIM 1 3/8° MIN. T EXTERIOR EMBEDMENT MIT IOR � In SEE 2X WOOp BUCK ANS SHEET 8 OR FRAMING (SHOWN) OR CORNER KEYS AT VERTICAL SECTION D—D scREW BOSSES PRODUCTREVISW o as amvlyiogmhhllm Flwwa 90°CORNER ASSEMBLY ANGLED CORNER ASSEMBLY cadfl —1110• 4 NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET S. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 1 t LYNN tyjQ�7jii'i No.58705 ' l ; dl J.J. 1011811 a NO CHANGE THIS SHEET INSTALLATION FINNED FRAME ��r•'• STA ° '•�� J.R. 3/31/10 C O ER WINDOW' 10N.VENICE,E, FL 3422775 »Y�2T I �S'•.. O......• Gi;`: P.O. BQX 1529 ALUMINUM PICTURE WINDOW,IMPACT 'Ti�SfONAI�� NOKOMIS•FL 34274 amts duJUR Boma adaa m®tiro qa rtm: A,{ h1 Mlfl�r, P.E. iK 7/14/Oi t+W-701 NT$ 9 8 42534 D P.E. 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR 1X WOOD BUCK GUIDEU 1/4" MAX. SHIM NES, SEE ANCHOR SHEET 7 1/4° MAX. SHIM GUIDELINES, MIN. CONCRETE SHEET 6 2X WOOD BUCK OR FRAMING KSI PER :. 2 13 14H 13 2 SEE ANCHOR ANCHOR TYPE,—f:o•;. GUIDELINES, CONCRETE KSI SEE SHEET 7 . SHEET 7 PER ANCHOR TYPE, SEE SHEET OR 1.5 KSI 1 SEE ANCHOR 7 OR 1.5 KS] MIN. CMU MIN. CMU GUIDELINES, �:i; ''" '<• 1X WOOD BUCK SHEET 7 1/4° MAX. SHIM 11 E ANCHOR 11 18 O 21 10 17 SEE ANCHOR GUIDELINES, SHEET GUIDELINES, SHEET 6 13 MAX. WINDOW HEIGHT HORIZONTAL SECTION A-A MAX 18 oRO WINDOW HEIGHT 17 R 21 MAX. VISIBLE UGHT 1NTERIOR OPENING L o/ SEE ANCHOR GUIDEUNES, SHEET 6 13 10 2 1/4° MAX. SHIM EXTERIOR SEE ANCHOR GUIDELINES, SHEET 6g�pg ;AND FRAME WITH INTERIOR RIOR FRAME WELDS 2X WOOD BUCK (SHOWN) OR CORNER KEYS AT OR FRAMING SCREW BOSSES VERTICAL SECTION B—B PROAUCT RBVI9HD �anrrpflYtr�w1<It Wo t+imlda 90°CORNER ASSEMBLY ANGLED CORNER ASSEMB AMPIMIN, (-i♦l�'} , NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. IiIH N LYNN 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2°. 1X WOOD <� VCENSFM/�� BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2°THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. * No.58705 J.J. t0 ?8 11 R Dom`No CHANCE THrs sxEEr oe.et,uae O•,• 4 dl.° !(•.'�t{/�� srn o 070 TECHNOLOGY DRIVE ]�T- INSTALLATION,FLANGED FRAME •'•• J.R. 3/31 10 C OR ON R lAR E N N.VENICE,Fl 34275 iue i`SS�"'••••'•��G�` P.O.sox 1629 ALUMINUM PICTURE WINDOW,IMPACT a�t�N,A4 F.K 7h4/Q3 ' NOKOMIS,FL 34274 fiK70t, NTS 4 - 17 �� QySg..Q D A. P #% P.E. t MISC INSTALLATION DETAILS SEE ANCHOR SEE ANCHOR SEE ANCHOR SEE ANCHOR GUIDELINES, GUIDELINES, Ual LINES, GUIDELINES, SHEET 7 FIN FRAME WITH SHEET 6 FIN FRAME WITH 7 FIN FRAME WITH SHEET 7 FIN REMOVED FIN REMOVED FIN REMOVED 1NtEF8QR INTERIOR OR INTERIOR iX WOOD BUCK 1/4" MAX. 1/4" MAX 1/4" MAX. SHIM MAX. MAX. j SHIM SHIM SHIM :. j- SEE ANCHOR ' 1 3/8" MIN. SEE ANCHOR ° •"., GUIDELNES, _ GUIDELINES.:. '. SHEET EMBEDMENT SEE ANCHOR>.':.,::°: ;:.q: •, SHEET 7 GUIDELINES--:. MIN. CONCRETE KSI 2X WOOD BUCK OR FRAMING SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU MIN. CONCRETE KSI PER ANCHOR TYPE, OR 1.5 KSI MIN. CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME EQUAL LEG FRAME EQUAL LEG FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM. PRECAST SLOPED SILL 2X WOOD SUBSTRATE 1X WOOD BUCKSTRIP DIRECTLY TO MASONRY 1-3/8° MIN. 1/4" MAX. SHIM 1/4° MAX. SHIM EMBEDMENT, . 1/4" MAX. SHIM 1/8" NOM. MIN, I EXCLUDING POINT 2X WOOD BACKER X12 STEEL X12 STEEL 1f8° NOM. MIN. tR12 STEEL X12 STEEL SELF-DRILLING SELF-DRILLING SELF DRILLING SELF-DRILLING SMS (G5) SMS (G5) SMS (G5) SMS (G5) USE SAME USE SAME USE SAME USE SAME ANCHOR ANCHOR ANCHOR ANCHOR QUANTITY& QUANTITY& QUANTITY, QUANTITY& SPACING AS SPACING AS SPACING & EDGE SPACING AS #12 STEEL #12 STEEL DISTANCE AS X12 Sl'EEL SCREW EXTERIOR SCREW EXTERIOR #12 STEEL EXTERIOR SCREW EXTERI R (SHEET 6)Z DE APPROVED MULLION SHEET 6) METAL FRAMING SCREW FULL-LENGTH, WOOD (SHEET 6) EE SEPERATE NOA) A36 STEEL• FY-36 KSI MIN. (SHEET 8) BACKED STEEL STUD Z��EEL STUD ALUMINUM: 6063-T6 MIN. .125" MIN. WALL THICKNESS ALL GAUGE THICKNESSES y=33 KSI MIN. .125" MIN. WALL THICKNESS (ATTACHMENT BY OTHERS) 18 GA MIN. FLANGE FRAME FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) I%OnDC`r ® ALUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUD/WOOD SUBSTRATE STEEL STUD SUBSTRATE >mvamwl l Awvtm=No 11-1114.16 NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. � 7�Q°aII1O11O1 2. ES WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IX ARE BUCKS WHOSE TOTAL THICKNESS IS LS THAN 1-1f2". 1X WOOD 111IIIIr BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE t-1/2°THICK OR `��(LYNN 4,,u GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. �.. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. No.56705 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. * LC= a o ; �r 4f J.J. ro rs r r`�°a"� No CHANCE Ttr7s srrEEr I�ST/�LLATION,FINNED FRAME '�o.; �TATH P `_�: J.R. 3 37 10 C i�p{ R 1070 TECHNOLOGY DRIVE lORiO•. (2 NtT7RMA770 FOR ERWN N.VENICE. FL 34275 *�` SS••••••• F�`` R P.o. eqx lsze ALUMINUM PICTURE WINDOW,IMPACT '�1/j��NA�%%��`�:�IT pa¢: NOKOMIB, FT.34274 OD�otla1: " ' �1Of�HO• A I!Am Iti•I�IIer. P.E. FIG 7114W P4W701 NT$ 5 m 8 '425S4 D P.E.#58705 Head,Sill and Jamb Anchor Quantities Into Wood or Metal(Anchor Types 1-4) Anchor Min. Min. Anchor "A"or"B"Dimensim(in) Type Anchor Descdp8on Substrate Edge Embed- Type 24 1 30 36 42 48 1 84 1 6D 67.876 Distance Mont 012,Steel screw(Gbh s.Pine 0.884° 1.375". Anchor 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 121 3 4 1 2 3 141 1 2 3 4 1 2 3 4 1 012 Steal saetnr(C,6) S8.Stud.Or 33 0.324° .048"/18Ga Location" Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 314 314 3 4 3 4 3 4 3 4 3 4 3 4 3 A 3 _012,Steel screw(G5) Alum.8083 T8 0324" 0,125°_ 38 012,Steel screw(G5) A36 Steel 0.324° 0.126" HeadfS91 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 8 6 6 6 8 6 6 6 8 6 8 6 7 8 T 6 #14,Steel screw(G6 _ S.Pure 0.984° _1.376" 48 Jamb 4 4 8 4 5 4 6 4 5 5 5 5 6 5 6 6 5 5 6 5 5 5 6 5 5 5 6 5 5 6 6 5 2 #14,Steel screw(G5) S8.Stud,Or 33 0.361" .040'118Ga Head/SRI 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 6 6 6 5 .8 6 7 6 6 8 7 6 7 7 8 7 #14,Steel screw(05) Alum.6053-TO_ 0.351" 0.126° 60 J.b b 6 6 6 6 8 6 6 6 8 6 8 6 6 6 7 6 6 6 7 6 7 6 7 6 7 8 7 8 7 6 7 6 #14,Steel screw(G6) A38 Steel 0.361" 0.128° SIV 2 2 2 2 3 3 3 3 4 1314 3 6 4 5 4 5 5 6 5 8 6 7 6 7 6 7 6 8 7 8 7 3 1/4°Steel Ulbactm_ S.Pine 1° _1.376" 87 875 b 8 6 7 6 7 6 7 6 7 6 7 6 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 114°410 SS Gretei lax S.Pine 1° 1.376° SRI 2 2 2 2 3 3 3 3 4 3 4 3 5 415 4 6 6 6 5 6 6 7 6 7 8 7 6 8 7 8 7 4 6/18" Seel U fracon S.Pine 1.28° 1.376° 72 b 6 6 8 6 7 6 8 6 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 SIII 2 2 2 2 3 3 3 3 4 3 4 3 b 4 5 4 5 5 6 8 6 6 7 6 7 8 7 8 '6 b 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 78.8 51 2 2 2 2 3 3 3 3 4 3 4 3 6 4 8 4 6 6 6 5 6 6 7 6 7 8 7 8 b 7 7 9171617 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 111 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 6 6 8 7 6 b 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 $ 85.3 HI 2 2 2 12131 3 3 3 4 3 4 3 6 4 6 4 5 5 6 5 6 8 7 6 Be b 8 8 10 8 9 8 10 8 9 9 10 9 9 9 10 9 9 8 11 9 M 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 5 5 8 6 108 7 b 12 911019 12 9 10 10 12 10 10 10 1211 0 HeadlSiq 2 21313 3 3 4 3 4 3 5 4 6 4 120 Jamb 13 10111110113 10 11 11 13 11 "VWdth and Height dimensions maybe Head/S11 2 2 3 3 3 3 4 3 4 3 reversed to locate anchor quantities on the Jamb 13 11 12 11 13 11 12 12 13 11 table.If so,the Head/Silland Jamb rows 128 must also be reversed so that the longer A° & °8" DIMENSIONS MAY Head/SW 2 21313131314 3 4 3 dimension getsthe most anchors. BE ORIENTED VERTICALLY OR 146 Jamb 16 121131121151121 HORIZONTALLY AS SHOWN. Head/SR1 212 2 2 3 3 3 3 IM asc gw�aut�hl Flwlm DIM. NOTES: 1(-00.L I I. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 143° NOR CAN THE WINDOW AREA EXCEED 32FT1. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGI4T DIMENSION. r— "B" DIM.—� F 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL \� °B° DIM. 1111 WIDTH AND HEIGHT DIMENSIONS COMPLETELY FR WITHIN. �� YN { N / 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS °,4°AND "B) MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). '*,• 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TAB No.58705 LE COLUMNS TO MATCH THE SUBSTRATE. **+� JJ• 10118111 D NO CNAAiGE THIS SHEET Oea1pV0e6 ' BTTEOFI�LARGER WgqT1QN To INCLUD77—1070 TECIiNOLOGY ORNe ANCHORAGE,WOOD SUBSTRATE :O�•. F A J.R 3 3f 10 C RMA7ION OR N.VENICE, FL 34275 min '��ss'COR10•,��`�� F.K. 4/4/07 B8 NEW SHEET NOKO. 13OX 134274 �IN♦f.�M Pt'riTURL'WJNDOW,IMPACT he,.`�P.E. FJG 7!14/03 M701 NTS 8 8 4258 4 Q P.E.# 58705 Head,SIB and Jamb Anchor QuanUtles Into Masonry(Anchor Types 6-7) Anchor °A°or°S°Dimen9lon on) Type 24 1 30 36 1 42 48 1 64 80 87.875 tllMi n• min, IL Anchor Description Substrate Edge &nbW- Anohor 6 6 7 5 6 7 6 8 7 5 8 7 5 6 7 6 6 7 6 6 7 5 6 7 Distance merit ° 6 1/4° Steel Urbacon 'Hollow Block Jamb 4 3 31 414 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 114° Steel Ultreoon 2.7k Concrete 1° 1.376° Head/S01 2 2 21313 3 4 4 3 5 5 4 5 6 4 6 6 5 6 6 5 7 TT 8 114°410 SS CreteFleX Hollow Bk>al1 1° 1.25° Jamb 5 4 4 5 6 4 6 6 4 6 5 5 6 5 5 8 5 5 8 6 5 8 6 6 114°410 SS CreteFlmr 3.35k Concrete 1° _ 1° 48 7 5/18° Steel Utlracon HolloVt Bklclt 1 b83 1.26° Head/S0i 2 2 2 3 3 3 4 4 3 6 $ 4 6 515 7 8 8 7 8 8 8 7 7 6118° Steel Uttracort 3 6k Concrete 1.26° ;° Jamb 8 6 6 8 B 6 6 8 8 7 8 8 7 8 8 7 8 8 T 8 8 7 8 6 so Head/Sill 2 2 2 3 3 3 4 4 3 5 6 4 6 6 5 7 8 6 7 6 61 8 7 7 87.876 Jamb 7 6 6 7 6 6 7 7 8. 8 7 7 8 7 71 8 7 7 8 7 71 6 1 8 1 7 HeadtS61 2 2 2 3 3 3 4 4 3 5 6 4 6 5 5 7 8 6 7 6 8 8 1 8 1 7 72 Jamb 8 81 6 8 7 6 8 7 6 8 7 7 9 7 7 9 7 7 9 8 7 Head/S111 2 2 2 3 3 3 4 4 3 6 5 4 6 8 6 7 6 6 7 8 8 76.8 Jamb 6 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 6 8 9 8 8 Head/$III 2 2 2 3 3 3 4 4 3 5 5 4 8 6 5 7 6 61 7 1 6 6 84 Jamb 9 7 7 9 8 7 9 8 7 9 a 8 10 8 8 10 8 8 Head/S01 2 2 2 3 3 3 4 4 3 5 6 4 8 5 6 7 6 8 Q Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 $ 86.3 . HeaWSlil 2 2 2 313 3 4 4 3 8 6 4 6 6 6 7 6 6 98 Jamb 10 8 8 1019 8 10 9 8 10 9 9'71 8 9 HeadtSM 2 2 2 3 3 3 4 4 3 6 6 4 6 6151 108.7 Jamb 12 91 9 12 10 9 12 10 9112110 10 Hea&SM 2 2 2 3 3 3 4 4 3 8 5 4 Jwnb 13 10110 13 11 10 13 11 10 *VVIdth and Height dimensions may 125 Head/8111 2 2 2 3 3 3 4 4 3 be reversed to locate anchor Jamb 13 11 11 13 12 11 13 12 11 quantities on the table.If so,the 128 Head/Sill and Jamb roars must also HeaWSAI 2 2 2 3 3 3 4 4 3 be reversed so that the longer A° & °B° DIMENSIONS MAY Jamb 16 12 12 15 13 12 dimenslongetsthe most anchors BE ORIENTED VERTICALLY OR 145 Head/SIO 2 2 2 3 3 3 HORIZONTALLY AS SHOWN. aAa PPXDD tT RBt788D lmtda DIM. NOTES: A.1W.No 11-11-L&lb "1 m 1. ANY ONE SIDE CANNOT BE MORE THAN 145°AND HAVE AN AREA OF MORE THAN 32FT°. 2. FOR SIZES NOT SHOWN, ROUND UP.TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. Imo-- 'B° DIM. ►I \ MadePla/w 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL \� °B° DIM. 1111 WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. �� LYNAt 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS °A°AND °B) MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. \� `Qg1 '�10ENSLc''•.F)f RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). *' No.58705 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. J.J. zm 11 R D CHANGE THIS SHEET °a°°'�D�1G %�0 STATE u •((/:10 WGLUDE 1070 TECHNOLOGY DRTVE Pff. ANCHORAGE,MASONRYSUBSTRATE �`•'•• FcoRIOP •'�'�,� J.R. 3%31/10 C R 710N FOR N W5. N.VENICE,FL 34275 T `G' F.K. 4/4/07 8 NEW SHEET P.O. SQX 1529 ss•.,.....•'•••\ as ALUMINUM PICTURE WINDOW IMPACT L�awAti Data NOKOMIS, FL 34274 e-h-At-ft d, > a"'t WasNq Na A L( fif Milllt��P.E. FJC 7/14W P*M NTS 7 8 420 4 D P.E.g 58706 2.784" �+ 970" ►{ - .094° I I .346° —►I h+--- .974° 975" .975" 047" 2.500° .050° —r j F+-- .050° - +—• --� 7/16" LAMI GLASS BEAD 1-1/16" LAW I.G. GLASS BEAD INSTALL. FASTENER COVER 062° -�i fj 077° 062° 10 DWG N6063—T5 .4255 11 DWG NO.4254 13 DWG NOa64224 1.125" F72 DWG#j DESCRIPTION 4266A ral fin frame head,sill&jamb INTEGRAL FIN FAME 4253 ed frame head,91H&jamb MAT'L: 6063-T5 1155 1 Quad PH SMS stainless steel DWG NO. 4256A 8 Schnee-Morehead SM5504 acryl-r narrow joint sealant or 10 4255 64258 7/16 lama glass bead 11 4254 84254 1-1/16 lam[I.G.glass bead •094" 12 1224 6TP247 Vinyl bulb weatherstrip(thick) 13 4224 Installation fastener cover 14 Dow Coming 8%glazing sealant or equivalent 16 Dow Coming 9855 silicone structural"Went,black 1.875° 7116"laml glass:3/16"annealed-.090 DuPont Butache or 17 Safiex KeepSalh Maximum PVB interlayer-3116"heat strengthened ,500° .062° 1-1118"lams I.G.glass:3/16"heat strengthened outboard- .062° 18 7/16"airspace-3/16"annealed-.090 DuPont Butecite or 2,784° Safiex KeepSafe Maximum PVB interlayer-WIT heat FLANGED FRAM strengthened 20 4262 64262 Architectural comer key rn�ucrRRV1Sen �2 MAT'L: 6063-T5 W-Mplft vlw dm Mahn DWG NO. 4253 7116°lama glass:3/16"heat strengthened-.090 DuPont ,coMo jt`(jl�• 21 Butecite or Sallex KeepSab Maximum PVB Interiayer- 3/16"heat strengthened FtoBact 14118"laml I.G.glass:3/18"halt strengthened outboard- 22 7/16"airspace-3116"heat strengthened-.090 DuPont �v , Butacke or Safiex KeepSafe Maximum PVB interlayer- �.•� .I 4YNN Mil ��,� 3118"heat strengthened �.`��`Z JG6NISE'' 9 '•�� J.J. 90 78/111 Dom•NO CHANGE TH1S SHEEP S7Aa�'•�±` J.R. 3/31110 C R 77pN 10N0 CHNOFO2otslvE EXTRUSION PROFILES&PARTS LIST rJ,N FLpR1o?:•w 110N To IRMVDr— P.O.11gx 1529 ALUMINUM PICTURE WINDOW,IMPACT '!cs`sIONR4 Dm"n Oats, NOKOMIS,FL 34274 ® sema/"eem, semi street OtaabOma awc A., �!t1f41Uldr'�1P.E. f.14 PYY-7D4 !d7'�J'' 8 - 8 42b8-4 D P,E.# 58705 0 y , MM I® MIAMI DADE COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) � nvmiarnidade.eav/develapmentf 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 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 form in the accepted manner,the manufacturer will incur the expense ense of such testing and the AHJ P P 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"FD-101"Outswing Aluminum French Door w/wo Sidelites—L.M.Y. APPROVAL DOCUMENT: Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by 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. 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 data 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.11-1013.22 and consists of this page 1 and evidence pages E-1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MlAM NECOUNTY NOA No.12-0516.02 ,,. Expiration Date: October 18,2017 Approval Date: August 30,2012 Page 1 I ` I I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No. 110058-1,titled Series"Alum. French Door& Sidelites,Impact",sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture,signed and sealed by Lynn Miller,P. E. i B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 f 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4864, dated 04/02/12,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 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5212, dated 05/05/07,signed and sealed by Carlos S.Rionda,P. E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC-2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller,P.E. (Submitted under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300-02/04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex and Vanceva clear and color interlayers"dated 05105111,expiring on 05/21/16. Jaime D.Gaston,P. Product Control Section Supervisor NOA No.12--0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-2 r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture,dated 05/14/12,signed and sealed by Lynn Miller,P..E. 2. Statement letter of no financial interest,issued by manufacture,dated 05/14/12,signed and sealed by Lynn Miller,P. E. 3. Laboratory compliance letter for Test Report No. FTL--6864, issued by Fenestration Testing Laboratory,Inc. dated 04/02/12, signed and sealed by Marlin D.Brinson,P.E. 4. Proposal issued by Product Control,dated 02/15/12,signed by Jaime D. Gascon,P.E. S. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory,Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 47-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD-101 Outswing Aluminum French Door w/ wo Sidelites — L.M.L", approved on 11/23/11 and expiring on 10/18/12. Jaime D.Gascon,P. Product Control Section Supervisor NOA No.12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-3 NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITER pRoDDCP R1iNH1VrD 1.GLAZING.OPTIONS: wr.A.318"LAMI NOM.(•402")CONSISTING OF(1)LITE OF 118"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS.B.3/8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3(18"HEAT STRENGTHENED GLASS. 'y C.7/16"LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF'DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/18"HEAT STRENGTHENED GLASS. D.7/16"LAMI NOM.(.485°)CONSISTING OF(1)LITE OF 3(16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INITERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE N a MAXIMUM PLUS(1)LITE OF 3/18"HEAT STRENGTHENED GLASS. E.13/16"LAMI IG NOM.(.840")CONSISTING OF(1)LITE OF 3116"TEMPERED GLASS,1/4'AIRSPACE,(1)LITE OF 1/80 HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP U) INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3(16°HEAT STRENGTHENED GLASS. U 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET O A A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.04. GENERAL NOTES............ 1 5, B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. CONFIGURATIONS...........1 iY G 3.CONFIGURATIONS:&q,M XO,OX,XXO,OXX,OXO,AND OX)(O. GLAZING DETAILS........... 1 4.ANCHORAGE:THE 33 1/3% INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES......2 e�- SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 LIT _1 REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 LU 5.SHUTTERS ARE NOT REQUIRED. j HORIZ.SECTIONS........... 5 Q p o 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. i` PARTS LIST...................... 6 O LL 7.REFERENCES: EXTRUSIONS................... 6,7 N 0- O ®TEST REP6RTS FTL-4964,5212&8864;ELCO ULTRACON NOA:11.0408.01,12-0126.09;ANSUAF&PA NDS-2005 FOR�NOOD CONSTRUCTION AND ADM 2005 ALUMINUM ANCHORAGE....................8-10 V3� 0 DESIGN MANUAL. U' S.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY (�.9�W Z O � HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS a w in 9.CONFIGURATIONS WHICH CONTAIN ASIDE LITE TO DOOR CONNECTION: -ANNEALED aW AN. O U A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED �yj Z B.FULL LEN _ a LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5j,IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE IT�M 22 REINFORCEMENT. TP TEMPERED Z Z `- 93 93 ® 91 °a N to Ito :g d 30 30 30 a z �a m 90 � 73 112"GLASS BITE 73 t1AT S BI TE 74 1/2"GLASS BITEEXTERIOR EXTERIOR 94 a <3 94 Qa 1/8"AN.OR 311W AN.OR 114"AIRSPACE 3/18"115. HS.GLASS HS.GLASS GLASS 3118"HS. 3116"HS. 3)18"TP.GLASS .090 PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS l t+t r I t I J (DUPONT BUTACITE EPS OR (DUPONT BUTACITE OR 118"HS.GLASS. � •.... . SAFLEXJKEEPSAFE SAFLEX(KEEPSAFE .090 PVB INTERLAYER .� MAXIMUM) MAXIMUM) (DUPONT BUTACITE) •,?�l W 3/8"NOM. 7116"NOM. 13/16"NOM. _�;•� GLASS STACK GLASS STACK GLASS ;z i d STACK }:u c < t p 3/8"LAMI NOM. 7/16"LAMI NOM. 13/16°LAMI IG NOM. ''20•' z :'�,.0 1 GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D,NOTE 1 GLAZING OPTION E, NOTE 1 '%�qy �pF ; �<<�rrllttu`� TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS a0 - APPROVED CONFIGURATIONS:A XX,O,OX,XO,OXO,)XO,OM&OXXO NOTES, (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS jrvPES: REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.318° 1(1/8-A,.090 PVB,3116"HS) DOORS WITH GLASS TYPES A,B,C,D OR E B.318° AMI(1/8"HS,.090 PVB,311(r HS) C.7110 LAMI(3116°A,.080 PVB,3118°HS) Dada HEIGHT D.7116 LAMI(3116°HS,.090 PVB,3116"HS) X WIDTH XX WIDTH 6P-79 3/4" 7°-833/4' 1 87 3/4" 1 91 31,V 80-95314- /0 E.13/1 LAMI IG(311(°TP,1/4"AIRSPACE,118°HS,.090 PVB,3116°HS) 30 371/2"160 713/4" +75.01-75,01+75.01-75.01+75.01-76.01+75.01-75.0 +75.0 -75.0 2•COMBIl ED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y r MAX. X/XO WIDTH = 73112° O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX. XO WIDTH=109112° 27 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 O/OXX WIDTH=107 3!4° O MAX. XXO WIDTH=143 WC r- 361/8" +75.0 -75.0 +75.0 -7&0 1+71.4 -71.4 +67.6 1-67.6 +642 -64.2 t>! - c 3/4" +75.0 -75.0 +74.9 -74.91+70.41-70.4 +66.6 -�.6 +63.1 63.1 3.SINGLE DOORS 33 58"WIDE OR OVER AND THE OPERABLE PANEL.OF DOUBLE DOORS 641/8° --� co > o WIDE R OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC• ROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. LU J LU 36 3/4" +75-01-75-01+75-01-75-01+75-01-7-5-01+75-01-75-01+75-01-75.0 4.DESIGN]PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. p O TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY ® 6•EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: a p APPROVED CONFIGURATIONS:OX,XO,OXO,XXO OXX&OXXO 0: a EX.A OM TABLE 1. g iA p (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A c5 O m REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LIT E CONNECTION 30°WIDE x 90"HIGH SINGLE DOOR WITH 29°SIDE LITES �1 o z DESIGN PRESSURE=+67.6/-67.6 PSF W 1 GLASS TYPES A,B,C,D OR E p U HEIGHT EX.B FROM TABLE 1. OXXO WITH GLASS TYPE A Q D- I X WIDTH XX WIDTH e-79 314" 70-833/4" 87 3/4" 91 314" 80-95 3/4" 68"WIDE x 86°HIGH DOUBLE DOOR WITH 36112°SIDE LITES ds N Z LL 2° 251/2" 40 47 3/4 +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.814 +47.4 -47.4 DESIGN PRESSURE=+70.41-70.4 PSF a- j a 271/2" 51314" +54.9 -54.9 +51.8 -51.8 +49.0 49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. t7 0 < OXO WITH GLASS TYPE C 291!2" 55 314" +51.7 -51.7 +48.8 48.8 +46.1 -46.1 +43.8 113.8 +41.6 -41.6 30°.WIDE x 87 314 HIGH SINGLE DOOR WITH 26"SIDE LITES 6 PSF 61-43. 28 311/2' 50 59 3/4" +49.0 -49.0 +462 -46.2 +43.8 -43.8 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE_+43. re 2$ 331!2" 54 63 3/4° +43.1 -43.1 +43.1 -43.11+41.51-41.5 +39.3 -39.3 +37.31-37.3 EX.D FROM TABLE 2. u1 Ar � OXXO WITH GLASS TYPE C 35112" 67 3/4" +38.1 -38.1 +38.1 -38.11+38.11-38.1 +37.5 -37.5 +35.6 -35.6 $3 314"WIDE x 80°HIGH DOUBLE DOOR WITH 26°SIDE LITES �$ 0 " 0 �� DESIGN PRESSURE_+43.11-4&1 PSF q � 3 371/2 6 713!4 +34.0 -34.0 +34.0 -34A +34.Q -34.0 +34.0 -34.0 +34.0 -34.0 O WIDTH - GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH c z REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 314" +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 6 FOR REINFORCEMENT 12314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 K ul SIDE LITE 21 3W' +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47 - 7.2 +44.71-44.7 +42.6 42.61 _i�y"ZD 0 Z 6 a :�O� 0 0 ` 34 -3 .36314 +34.0 -34.0 +34.0 - +34.0 -34.a +34.d -340 a 731/2"MAX.— ---1091/2"MAX. -------1433!4"MAX.- — MODUG°PRBNBWEU 36 314" 36 314" 363/4 36 3/4" 36 314" as oomVtvmt; �°RtO1ds t_ �— r— MAX X �— MAX. —►�+ SEE NOTE 3"-f+— MAX �—MAX. —[---SEE NOTE 3---►� - MAX � Daro 49 49 41 95 3W 49 10 (TYP.) o 0 1 0 Cc Er E Er rEE� J E I E� �E LCT E �p X 0 0 0 O g �o ° LL SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 W O OX OR XO OXO OXXO 41 " zcJ 713/4"MAx. MAX4." z �37112" 249118°MAX. 33 518"MAX. U LU U A MAX A-, LO(TYP} DLO(TYP.) G Z o z0 Lu —1 aC'j Q LL o 49 a 49 41 IG N �[ii g ILL HT. 1 O TYP. 95 We '� W' Q MAX. 84 31W 1 P ® N a TYP. MAX. .} / / DLO (TYP.) DOOR w DLO HEIGHT =HEIGHT-11 3/8" °a$ 40" DLO WIDTH'X' :DOOR WIDTH-121611(" c �P•)D► ID C j (C F'� F DLO WIDTH 70C=DOOR WIDTH12-116116" X L X AC . � INACT J O SIDE LITE DLO HEIGHT-HEIGHT-11318" A X A B O DLO WIDTH =WIDTH-3118° NOTES: 41 _Z•g 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. r, 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. •, z 4.'O` 3,SIDE LITES OVERLAP'X'AND 9)X DOORS BY 3/4"WHEN ASSEMBLED TO MAKE'XO','OX','OXO'-AXU,'OXX'AND'OXXO'CONFIGURATIONS. cl) ° 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). %y! '•..,,,,,.••' \`� d 5.CLEAR OPENING FOR WAND*)W DOORS AS FOLLOWS: {'X DOORS=WIDTH-5.646) ('XX'DOOR=DOOR WIDTH12-4.079) r t tttt cro 40 VAM b�EXTERIOR i INTERIOR i 10 1 2 60 a F i I 37 g4 AT HEAD/JAMB 0 Q g0 $� AT SILLIJAMB SEA ANT to 1 tai EXTERIOR INTERIOR W 62 zO kin p o ® to N u- Q y ca l O 00 z N I- G lu F x z MAX MAX. MAX. MAX SIDE DLO DOOR DLO LITE QO HEIGHT HEIGHT ; o �C*, V W N 0 SL VIEW G-G 4 30 61 CORNER ASSEMBLY ��'*'� "•Nam �! 40 I A89 DOOR SECT.AA SL SECT.B-B �..•Vj 2 �N4v QO. 13 VERTICAL VERTICAL 2p y`'. a 4 j 4 . r MAX.'XV WIDTH 8 R 2-Os t F9. DadeProduU -oil • d � DLO 'XX SECT.C-C DLO 31 35 36 34 44 HORIZ. 46 45 '5 32 r MAX."X'WIDTH 20 S2 o c wL w Z I 10 Lo U O U Z U O F�- aaa w = z o INTERIOR U W 0 J o z Z r u. o MAX. (L o N C] 46 2 i DLO"" 'X'SECT. D-D a� o QC" 5 HORIZ. ExrEwoR SPACING,SAME AS MAX.SL WIDTH- 67 E ANCHOR SPACING MAX.SL WIDTH (SE ►I hil(SEE SHEETS 7,8 AND S) °2! Z 66 MA DLO X.� SEE 7ASLES 1 AND 2 AND DLO 22 NOTES ON SHEETS 1&2 o z � 2 62 FORAPPLICASILITY o k;O` SL SECT. E-E SL SECT. F-F z :v,` HORIZ.(DOOR WJ SIDE LITE) HORIZ.(SINGLE SIDE LITE) ITEM DWG# POT# DESCRIPTION ITEM10WO# jPGT# DESCRIPTION 1 943E 80411 FRAME HEAD 80 R W 6920D SIDELITE HEADER cr 2 1010 6Q300 WSTP.,Q-LON.190 X.376 HIGH 61 RID 8821 SIDELITE SILL w F otiao 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH gies 803$1 SI ELITE JAMB 4 956 7955X FLUSH13OLT STRIKEPLATE 83 .166 7GIPCkA #8 X1.000 QUAD PN.SMS `l 5 7938X 2 P-T.LOCK STRIKEPLATE 84 08 7998 HEAD GASKETS{STOCKING;#70898) 6 9 7858A RA HEAD STRIKEPLATE BACKING PLATE 86 W9 7W9 SILL GASKETS 8 CKING 0999) 7 7832X12FPXP #8.32 X.500 PH.FL.MS-S.S.W/SILICONE PATCH 86 61641M SIDELITE JAMB ADAPTER 8. 996 70996 GAS OT(BETWEEN THRESHOLD&FRAME.IAMB) #12 X 1.600 SHEET METAL SCREW 9 988 70898 GASKET(BETWEEN HEAD&FRAME JAMB) A 7o 712663K SETTLING BLOCK,W47 X 1/4k X 1"W/PSA,86 46 DURO. 10 962A 6533016 F HEAD ADAPTER 71 71287K 8 T 11NO BLOCK,1110'X 1/2"X 1°W/PSA,86+/-6 DU r 11 11000 6110DOM OUTSWINO THRESHOLD 72 .- 84222 BEAD,7/10 0 ~ 12 1870 671670 WSTP,.350 R FOAM FILL T-SLOT AMSBURY#32011) 73 8988 BEAD,318° O Q 13 11004A. 611004M O WING TH HOLE)CHANNEL COVER ® 74 B EAb,118°IG M 14 11001A 411001A ACETAL SPACER.086 ONHOUSE INJECTION MOLDED} ® Qp. ' 6D.URAK14 1/4°DURASEAL.IGIPACIER Gy o 16 11002A 411002A ACETAL 3P CE .085 NHOUSE INJECTION MOLDED) ® 81. 248 BULB, I (USED IN E DED EA ) -� U) : o 16 110MA 411003A ACETAL SPACER.140 p E INJECTION MOLDED) 84 BEAD,INTERIOR 20 916D 8 F JAMB(OUTSWING) ® 224 24 BULB,THICK ED M UDE BEAD),86+1-1 DURO. 21 1010 300 Q LON.180 .376 HIGH 8�1. O LU 08. 86808M REINFORCEMENT,1.000 X 2.750 X 0.660,6061-Tr) 95 LASS.. I-�116"A,.90 PV R,+Mir HS I'__1 a 23 1140 8X112PSATS X 1. Q A S 98 ,318" -.1 HS,. P ,311_ LL 24 1 7104 mo SCREW COVER CA 97 PLASS.711 MI- 1 A-00 PV Bs Wel HS Q- 05 O It 930 41721 PLATE INSERT ! . : S, 118.LA 1- 18° S+:90 VB; 16°HS' (§ 26 1118 1OMPFA #10 X.750 H.FL. MS ® LAS ,1311 1 -3116°TP,1/4°AIRSPACE,1! HS,.80 P, 16"HS z Q d) 70 87 WEA TRIP A X. HIGH 103 F- D B LT LO p o 30 910D 10 DOOR PANEL,TOP&B-0-1—MM RAIL Lu V A 31 911E sell PANEL,SIDE RAIL pp Z 32 917 7FRMO E' USION 4 w 33 1178 71058FP W,B 010 X.826 H.FIL MS •emu W o 04 34 913A 8037 M S CLAMP 360 a to 36 11 30 STRODA 5116-18 THREADED ROD 055 gyp+ 04 U- 36 980 UTA 6116-18 FLANGED HEX NUT 37 914A 60378M wEA7H!Rsmp CHA NEL � OUTSWING THRESHOLD � 0- 38 7834FPT #8 X..76 PH.FL.TEK 0� CHANNEL COVER a 39 7 70997 ASKET(BETWEEN PANEL HEADISILL&PANEL STILES) 6063-T6 TV 1023 679240 WWW.,.187 X.250 HIGH,FINSEAL 4-r 928 41 SLIDE BOLT ABBY.ONACTIVE PANEL ONLY) 42. 1145 76X12FPAW #6 X.600 PH FL SMS TYPE BDS 43 1212 7P30OG SILL DUST PLUG(INACTIVE NL) 44 B 8983 DOOR PANEL ASTRAGAL 1(OUTSWING ��d 45 6984 0 R PANEL ASTRAGAL 2( WING) I-.-2.750— j p 46 1213 6Q200K WSTP.,Q-LON.190 X.200 HIGH 47 929 74USLOK L SUP . RT ASSY. 41707&41708) —� 48 1139 7634F #6 X.750 PH.FL SMS tow 49 982 D2P AY 2 PT.LOCK ABBY. •.... •... J,y 50 6R180FS RUBBER SLEEVE 650_,.I `y: 61 .930 41721 STRIKE PL INSERT(INACTIVE PANEL) 125 oa',4' - :z- 62 931 7F SPX DEADBOLT STRIKE PLATE 22 TUBE MULL =z:z O _5F 1118 710X34PFA #10X.750 PH FL.SMS 6083 T6 r,:� Z �P y .•c ` 54 957 70957X HANDLE STRIKE PLATE a 55 1118 710X34PFA 1#10 X.750 PH FL.SMS 'i2�S�' Og�,' d 1.750 ► 1.750 1.750 1.750- PRODUCT RE nM I� 1.480 .050 - 1.620 o y Nww'me�E . fie Code I .250 4.626 4.726 4.726 4'7� 37 STRIP CHANNEL �2 4.100 4.100 .082 082 3.000 0 8063-T5 N p 4.000 .062 4.675 N 1 4.675 0.375 c3 4.100 0 d 0 Zd DOOg FRAME, 2.125 .125 W I O (- DOOR PANEL DOOR PANEL 8063 T6 W $(} TOP&BOTTOM RAIL 31 SIDE RAIL /' DOOR>ANEL DOOR PANEL d p O 6063-T8 6d63.Tb {441 INTER16RASTRAGAL 4$ EXTERIOR ASTRAGAL HINGE !A u- 1.5001 6083-T5 32 8083-T6 08 Q 1.50026 7.578 3.886 3111 1�1 I -.525 "{ .890 d r -- -r b II�� 750 � .050 683 p p Z 1.400 o5 -4- 7- { �+--.172 8 U FILLER HEAD ADAPTER TRUSS CLAMP 3t8"GLAZING BEAD T 72 7M6°GLAZING BEAD 3,000 .� 080 1 4 O a 10 6063•TB Q 8063 75 8083-T5 X83-T5 N � V- �- f+--3.100 �-� 3.000 -�1 1.082 �••� � Q N � a IG GLAZING BEAD p Q 1.479 62 SL JAMB 74 6083-T5 O 6063-T8 yn 1.272 � Aix � 5.459 .07b 5.212 8 �� .050' g S+O ° FRAME HEAD 8•� 1 8063-T6 0715 4.586 ° ,050 078 1.489 .750 .050 �� x 4j89� I� 7F I a I 3.000 f'---3.100{ `'h °0' 2 SL JAMB w �5n4 O� OUTSWING THRESHOLD SL HEADER SL SILL 66 ADAPTER °� :'y a 11 6063-T8 6d 6063-T8 61 6063-TB O 6083-T8 Yom' ' �` J ZONHEAD HEAD E C'-� ZONED"�ZONEE""D'� ZONE E"� ZONE°D'�ZONE HEAD - . pROpUGTR13N8R+6D es mmplying wUh the Blonde 12-0 X. X=MINIMUM JAMB ANCHOR Dario LOCATION. d a a En � a ga Amepumallo z X z z XX z 6 O z XO OR OX z - ADDITIONAL JAMB Q � p N N N N N N N ANCHOR LOCATION, g EQUALLY SPACED V REQUIRED PER TABLES O � 3-7 ON SHEET 9. cA r J SILL Ix L6 A ZONE°C°� ZONE°D°�ZONE D'--4 A ZONE E°� ? ZONED"--z SILL°E°4 _ � � LL SILL SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 ! SEE TABLE 8.,SHT.9 0 O o8 1 O z� HEAD HEAD e HEAD HEAD z HEAD HEAD EXAMPLE © � ¢ °0 ZONE°F "e ZONE"D"�ZONE"F"� E„ „E ZONE F ZONE°F°� E f ANCHORAGE SOLUTION �g O iJ FOR A CONCRETE = a w = OXXO INSTALLATION o A.19'x 83 3/4"SIDE LITES°B"AND d N 0 LPL 'E"ZONE ANCHORS FROM O_ y O OXO Z w w z TABLE 7,SHEET 9. Q fV () ON N XXO OR OXX o N OXXO N PLUS; + �3n m m m B.713!4"x 83 3/4'XX DOOR ZONE 'F"ANCHORS FRAM TABLE 4, ® Q SHEET 9,EACH°F"ZONE. rpi re° SEE ENCIRCLED VALUES,SHEET 9 SOLUTION: d l I TOTALS(4)TYPE 10R 2 ANCHORS '62! NONE F°4ZO SILL SILL E4 ZONE D° ZONE"F°4ZONE4 -ZONE-}--ZONIE°F"ZONE°F"� ILL-4 EACH JAMB AND HORS 2 n(14) ZONE TYPE 1 SILL. 2 ANCHORS AT HEAD SEE TABLE 7.,SHT.9 " SEE TABLE 7.,SHT.9 "� �° °E° SEE TABLE T.SHT.9 �� AND AT SILL. EXAMPLE OF ANCHORAGE FOR A 713/4'x 83 314°WC DOOR. ANCHOR LOCATION FOR �'. WITH 19"x 833/4"SIDE LITE$(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE ® : 'Q NOTES: 2 z ° o1. 1.APPROVED ANCHOR TYPES ARE: 1.1/4°ELCO TAPCONS 2.114-ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS w 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MIN.O.C.FOR CONCRETEr SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. = Y;j y° +� O, JAMBS(ALL):131/4'MAX.FROM CORNERS AND 23118"MAX.O.C. yp g `a HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9°MAX.FROM ASTRAGAL CENTERS AND 20 VW MAX.O.C. ��: HEAD&SILL OF SIDE LITES:6-MAX.FROM CORNERS AND 24 3/4"MAX.O.C. ��i ""p�0�'S d 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. TABLE 3.X DOORS TABLE 4.XX DOORS Q TABLE S.O SIDE LITE ® TABLE 6.XO&OX D TABLE 7.OXO,XXO,OXX APPROVED ANCHOR TYPES: _ (ALSO X DOOR OF XO&OX} &OXXO 1.1!4"ELCO TAPCONS PRDDucrRENBWED GLASS TYPES A,B.C,D,E GLASS TYPES A,B.C,D,E GLASS TYPES A,B,C.D.E GLASS TYPES• A,B,C,D.E GLASS TYPES A,B.C.D.E � n+ ` F+mom go 0 ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1!4"ELCO SS4 CRETE-FLEX aACO NQ,2� ow $SUBSTRATE 2.3,WOOD 1,2,CONC &$41BSTRA7E 2,3,WOOD 1,2,CONC &SUBSTRATE 2.3.WOOD 1.2,COND 8 SUBSTRATE 2,3,WOOD 1,2,CONC g,SUBSTRATE 2,3,WOOD 1,2,CONC 1 MASONRY ANCHORS DOOR WIDTHS LOAD TONES DOOR WIDTHS LOAD ZONES VVVrHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES '9C'-25.50 "W-47.76 m "O"-10.75 '9-25.50 '9-26.60 3.#12 SCREWS(G6) m+ Dade pwom TO 37.50 TO 71.76 TO 36.75 TO 37.60 TO 37.50 [ t� 4.ENCIRCLED ANCHOR ` !u p "M-47.76 QUANTITIES IN TABLES 4 N [] ,; a - a - �_ . �_ In AND 7 PERTAIN TO THE 1 4 m< r rm r r to < m - a TO 71.75 , d1 I... EXAMPLE ANCHORAGE (� mi SLITIDEE ¢ ¢ SITE g SOLUTION ON SHEET 8. N a WIDTH x Hi. I x I 6i i X ,�1x 3 WIDTH x HT. ' WIDTH x. o 0 0 o wnDrH x w. o o x x o o x x WIDTH x HT. o 61P16161N 26.60 x 79.76 6 2 7 4121 3 47.75 x M15 4 3 6 41 2 1 31 10.75 x 79.76 4 1 4 1 10.76 x 79.75'4 2 4 2 10.75 x 79.76 4 2 4 2 83.75 6 2 7 4121 5 83.7 5 4 7 4 2 3 83.7 4 1 4 1 83.7672 4 2 83.7 4 2 4 2 IQ . O 87.75 5 2 7 4 2 3 87.7 5 4 7 4 2 3 87.75 4 1 4 1 $7.754 2 4 2 87.7 4 2 4 2 p LLI ({I 81.76 5 2 7 4 2 3 91.7 5 4 7 4 2 3 91.76 4 1 4 1 91.76 4 2 4 2 91.7 4 2 4 2 1 W Z -U 95.7 6 2 7 4 2 3 96.767 4 7 4 2 3 95.76 4 1 4 1 96.754 2 4 2 95.75 4 2 °C 4 2 N p 27.60 x 79.7 6 2 7 4 2 3 61.75 x 79.7 6 4 7 4 2 3 12.76 x 79.75 4 2 4 2 12.76 x 78.75 4 2 LL 4 2 12.75 x 78.76 4 2 4 2 0) LL $3.7 5 2 7 4 2 3 $3. 5 4 7 4 2 3 83.76 4 2 4 2 83.7 4 2 1 4 2 `f 83.75 4 2 4 2 0 87.75 5 2 7 4 2 3 57.7 b 4 7 4 2 3 87.76 4 2 4 2 $7.76 4 2 4 2 m 87.7 4 2 4 .4 2 m --+ O 91.76 8 2 7 4 2 6 91.16 b 4 7 4 2 3 91.76 4 2 4 2 91.76 4 2 'Q 4 2 < 81.76 4 2 4 2 96.75 8 2 7 4 2 5 95.75 8 4 7 4 3 5 96.76 4 2 4 2 95,76 4 2 4 2 8 95.7 4 2 4 2 F © z 29.50 x 79.76 6 2 8 4 2 3 66.75 x 78.75 5 4 7 4 2 3 19.00 x79.76 4 2 4 2 19.00 x 78.76 4 3 w 4 2 LL 18.00 x 79.7 4 3 LL W Z Y 83.76 6 2 8 4 2 3 83.7 b 4 l 4 2 3 831 4 2 4 2 83.75 4 3 4 2 h 83.7 4 3 4 2 p 4C 87.76 6 2 8 4 2 5 $7.76 6 4 7 4 2 3 87.75 4 2 4 2 87.75 4 3 4 2 $7.76 4 3 p '4 2 p Q � 91.7 8 2 8 4 2 5 91.76 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 4 2 81.75 4 3 Z 4 2 N �; N O LL O 96.7 6 2 8 4121 5 95.7 6 4 8 4 3 6 95.76 4 2 4 2 95.7547 4 .2 86.76 4 3 V 4 2 IL v- 69.76 = d 31.50 x 78.7 $84 4 2 3 x 79. 5 6 8 4 2 3 21.76 x 79.76 4 2 4 2 21.76 x 79.75 4 3 4 2 21.75 x 79.75 4 3 x 4 2 8 4 N z LL 83.7 4 2 5 83. 5 5 8 4 2 3 83.75 4 2 4 2 83.75 4 3 4 2 83.75 4 3 4 2 LL 0 �( 87.7 4 2 5 87. 6 6 8 4 3 6 87.75 4 2 4 2 87.75 4 3 4 2 w 87.76 4 3 4 4 214 81.7 4 2 6 81.7 8 5 8 4 3 b 81.75 b 2 4 2 91.76 5 3 4 2 81.76 5 3 p 4 2 p 95.75 4 2 6 8$.7 8 b 6 4 3 6 96.75 b 2 4 2 96.75 5 3 1 4 2 95.75 5 3 °J 4 2 q Nv 33.50 x 79.75 4 3 3 83.75 x 78.7 5 5 8 4 2 3 27.75 x 79.75 b 2 4 2 27.76 x 79.76 5 3 4 2 27.76 x 79.76 6 3 4 2 !4 M 83.75 4 3 5 83.7 6 b 8 4 3 6 83.76 6 2 4 2 83.7 6 3 4 2 83.76 6 3 F 4 2 �87.75 4 3 5 87.75 6 b 6 4 3 5 $7.75 6 2 4 2 87.76 5 3 '4 4 2 'r 87.75 5 3 4 2 91.7 4 3 5 91.75 6 5 8 4 3 5 91.7 6 2 4 2 91.76 8 3 `4 4 3 8 3 4 3 96.76 4 3 5 96.75 7 8 10 4 3 6 96.7 6 2 4 2 96.7, 6 3 4 3 95.76 8 3 w 4 3 q �z 35.50 x 79.75 8 31 8 14J3 5 67.76 x 79.75 6 b 8 4 3 5 36.13 x 19.76 6 3 4 3 36.13 x 79.76 6 4 F 4 3 F 35.13 x 79.75 8 4 4 3 83.76 6 3 8 1413 5 $3.7 6 6 8 4 3 b $3.75 6 3 4 3 83.7 6 4 4 3 83.75 6 4 4 3 87.76 8 31 8 413. 5 87.75 6 5 8 4 3 6 1 87.76 7 3 4 3 87.75 7 5 4 3 87.75 7 6 4 3 81.76 7. 3 10 4 3 5 91.75 7 8 10 4 3 6 91.7 7 3 4 3 91.75 7 6 4 3 p 91.76 7 6 a 4 3 K �� ..• M�`J,L 9.5.75 7 3 10 4131 5 95.76 7 6 10 4 3 S 96.75 7 3 4 3 95.74 7 5 vz 4 3 Vz 95.76 7 b = 4 3 = e tL 37.60 x 79.75 6 3 8 4 3 5 71.75 x79.751 6 6 8 4 3 6 36.75 x 79.75 8 3 4 3 36.75 x 79.7 6 4 < 4 3 4 36.75 x 79.75 6 4@ 4 3 0 o Z *83.76 8 3 8 4 3 6 83.76 8 5 9 4 3 5 83.75 6 3 4 3 83.76 6 4 m 4 3 m 83.75 6 4 w 4 3 w _ :y r s p; 87.76 7 3 10 4 3 5 67.7 8 6 9 4 3 5 87.76 7 3 4 3 87.75 7 5 4 3 87.7 7 5 5 4 3 wo tip U2 j 2 Gj . a 91.7 7 3 10 4 3 6 81.7 7 6 10 4 3 6 91.76 7 3 4 3 91.75 7 5 �j 4 3 y 81.7 7 5 4 3 Y?•. �ti , 85.75 7 3 10 4 3 5 85.7 7 6 10 4 3 5 86.75 7 3 4 3 95.75 7 5 4 3 96.76 7 5 4 3 ��OS�''•.. .. 2X WOOD 1314" 1314" 2X WOOD I 13/4° .rte 1 314°MIN.E.D. BUCK,NOTE 2 3.4 KSI MIN.CONC. 3.4 KSI MIN.CONC. IN E.D.rMIN E. I BUCK,NOTE 2 :•" 111I �y11.• , s'--.- !� X WOOD BUCK NOTE 2 .: ••.,...Y.; �. ¢W 1 .'y,... ,• ; ,• » ;.{:e••y '`� :•? :�j �::' `I 13/8°TYPE 1 whh the Flmma WOOD o:�. 1 3/8°TYPE 1 d• a a BUCK NOTE 2 ° -? }• ::' '• 1 3/4°TYPE 2 ''•;�J i a•�,t'.ti �:''; 1 3W'TYPE 2 > �. 13!8° :•. :��:':'« Wl °MIN. AewP MIN. �Tf 1/a°MAX. 1�°'� 1!4"MAX. 1t4°MAX. m WOOOIM . SHIM SHIM SHIM ANCHOR CONC. EXTOD EXT. CONC. EXT ANCHOR, ANCHOR, N TYPE 2 OR 3, CHOR NOTE 1 Y NOTE 1 NOTE 1 TYPE 2 OR 3, 1n DOOR HEAD(WOOD) DOOR HEAD CONC 1 114°TYPE 1 OR 2(CMU) NOTE 1 �"" ) (CONC) 1318°TYPE1 CONC) 1��° 13/a°TYPE 2�cDNC} SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) 0- r #— EXT. 114°MAX. ._.,,I .i 1 114°TYPE 1 OR 2 CMU 1/4°MAX.SHIM SHIM 1/4°MAX.SHIM 114°MAX.SHIM { } 1 318°TYPE 1(GONG) tf] ?,%,•. 1 3l8°MIN. < a. v t...,d 3t4 IN.E.Q. ct;I: •.� 1314°TYPE 2(GONG) , WOOD .!°. 13/4° I_ ANCHOR :.<F••, CONC. N.E.D. ANCHOR, .e ON CONC r•;q a: NOTE 1 ;, to [W] STAGGERED ANCHOR ;" !+: <•. 1.5 KSI MIN.CMU OR (q O CENTERS, ON "t.-: s WOOD b;•'':. 3.4 KSI MIN.CONC. TYPE AGGERED :. ANCHOR, ;.' '' 2 0R 3, ENTERS, - ;:a 314°MIN.E.O. TAE :z�`•.'. (� `1 O u• ,• t:^ +•. 2 0R 3, ; R( O 07 2X 1X WOOD BUCK, 2XWOOQ EXT• NOTE 1 1.S Ksl MIN.CMU OR ; Z BUCK,NOTE 2 NOTE 2 BUCK,NOTE 2 1X WOOD BUCK,NOTE 2 EXT. 3.4 KSI MIN.CONC. LU = D 2 DOORJAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) p= z WOOD ANCHOR TYPE 2 CONC.ANCHOR Z Q M .- WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 OR 3,NO 1 NOTE 1 0l N O U_ o CONC.ANCHOR,NOTE 1 1X WOOD r' T• BUCK,NOTE 2 �• Q o V �. 114°MAX. NO/4°MAX. 114°MAX. 114°MAX p Q SHIM SHIM SHIM +,`': �`•.a:;':' 1318°TYPE 1 ® gga 31W MIN. 'E;-�;;: ,+' ^' •' 13/4 13!8"MIN. +r7 TYPE 0 1�,:*':h:*"•.'.• ;r '•;.y''• m, �5.30 TYPE 1 I ' y 3.4 KSI MIN. "''•, •:"i:i :;.�3/4°TYPE2 �� 1 314° I�_ 3.4 KSI MIN.CONC. CONC. •+;'i�': at •�: ? ::i �c 2X WOOD BUCK,NOTE 2 IN.E.D. 2X WOOD BUCK,NOTE 2 DOOR SILL(WOOD) DOOR SILL(CONC) SIDE LITE SILL(WOOD) MIN.E.D. R:j SIDE LITE SILL(CONC) NOTES: COUNTY, COUNTY 1 RETE FLEX EM EDDED 1T3//4'MIN:(TYP 2).DTHE MINIMUM DISTAN E FROG ENTER OF ANCHOR TO CO CONCRETE EDGE S 134".FOR WOOD INSTALLATIONS USE�4 `.� c 51..... #12 SCREWS,G8(TYPE 3)OR ELCO 114°SS4 CRETE-FLEX ANCHORS EMBEDDED 1 318°MIN.(TYPE 2). 1 �Q: '•,y ; 2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112°THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 117 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE , S•o 0-1.4 AUTHORITY HAVING JURISDICTION(AHJ). z S 8:2= 3.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) '.v d N l:—O, 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 z ' co WOOD,309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Om ��,yy�.. .•per `� MIAMF MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Roam 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.mlamidade. oylperN 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 Glass Doors w/wo Reinforcements APPROVAL DOCUMENT:Drawing No.PGT0002 Rev C,titled"Series 770 Alum SGD-LMr,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.,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 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#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 by Ishaq L Chanda,P.E. MIAMMADECOUNT NOA No 11-1018.14 Expiration Date:February 17,2015 t ,2011 Approval Date: December 01 t�1 'ttti Page 1 ` PCT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(transferred fiom file#09-0826.10). 2. Drawing No.PGT0002 Rev C,titled"Series 770 Alum SGD-LMT",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. TESTS (transferred from file#09-0826.10) Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static 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-60019 FTL-6014,FTL-60159 FTL-60171 FTL-60239 FTL-6024,FTL- 60251,FTL-60289 FTL-6031,FTL-6033 and FTL-6036 dated 08/10/09,all signed and sealed by Julio Gonzales,P.E. I 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 F 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.T. 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. OTHER 1. This NOA revises#09-0826.10,expiring February 17,2015. 2. Test proposals No(s)09-0177,0177-,44 B &C ap roved by CC�` Ishaq I.Chanda,P.E. Product Control Examiner NOA No 11-1018.14 Expiration Date:February 17,2015 Approval Date: December 01,2011 E-1 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR DESIGN PRESSURE CHART Noa oRawiNO Maw 1.GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASSSTRENGTHS- T=TEMPERED HS=HEAT STRENGTHED SEE TABLES 1,2&3 ON SHEET INTERLAYER TYPES- SGP= .090 DUPONT SENTRY GLAS PLUS BA PVB=.090 DUPONT BUTACITE PVB GENERAL NOTES............1 G3-7118'LAMINATED:(2)LITES OF 3116'HS GLASS WITH AN.090 DBPVB INTERLAYER. SHEETS 7,8&9 QUALIFIED CONFIG.....-...2.4 G4-7118°LAMINATED:(2)LITES OF 3118"HS GLASS WITH AN.090 SGP INTERLAYER. GLAZING DETAILS............6.6 G3A-9118°LAMINATED:(2)LITES OF 1141 HS GLASS WITH AN.090 DBPVB INTERLAYER. ANCHORAGE_...................7-16 G4A-9118"LAMINATED(2)LITES OF 19"HS GLASS WITH AN.090 SGP INTERLAYER. DESIGN PRESSURES.......7.9 G5-I'L MINATED I.G.3116'T EXT.CAP+3/8"AIR SPACE+7118"LAMINATED:(2)LITES OF 3/161 HS GLASS WITH AN.090 DBPVB INTERLAYER. ELEVATIONS..................16-16 G6_1" I.G.3116'T EXT.CAP+3/81 AIR SPACE+7118'LAMINATED:(2)LITES OF 3/16'HS GLASS WITH AN.080 SOP INTERLAYEK CONFIGURATIONS---17 G6A-1'LAMINATED l.G.1/4'T EXT.CAP+6/1S'AIR SPACE+7118"LAMINATED:(2)LITE$OF 3116" HS GLASS WITH AN.080 DBPVB INTERLAYER. VERT.SECTIONS..............18 GSA-1-LAMINATED I.G.114'T EXT.CAP+6116°AIR SPACE+7/161 LAMINATED:(2)LITE$OF 311(' HS GLASS WITH AN.080 SGP INTERLAYER. HORM SECTIONS.......—.19-20 2.DESIGN PRESSURES: PARTS LIST......................21 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. EXTRUSIONS....................2223 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3.ANCHORAGE:THE 33113%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 16. 4.SHUTTERS ARE NOT REQUIRED. 5.INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. B.REFERENCES: TEST REPORTS FTL-68110,FTL-6993,FTL-6001,FTL-8014,FTL-8018,Fn-6017,FTL-6022,FT66023.FTL-6024,FTL-8026,FTL-=8,FTi.•8031,FTL-6033 AND FTL-8038,DATED 8A/09. ELCO TEXTRON NOA:07-0426.01,03.OM.06,ANSUAF&PA NDS-2006 FOR WOOD CONSTRUCTION AND ADM-2006 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-8.26° NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS.13.16: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"OR 5116-ULTRACON(FORMERLY TAPCON)CONCRETE rlaum pxvism . SCREWS OR IW ELCO S84 CRETE-FLEX SEE TABLE ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. m 2.FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(06). 1/4"ELCO 544 CRETE-FLEX MAYBE USED INSTEAD OF 8.12 SCREWS(PAN HEAD). N-161 •!L41 3.WOOD SUCKS DEPICTED AS 1x ARE LESS THAN 1 1121 THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS aw DEPICTED AS 2K ARE 1 lit'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 ENG04EER OR ARCHITECT OF RECORD. 4.FOR ATTACHMENT TO ALUMINUM:THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T6 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 912 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 13,SHTS.7-8,FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 6.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.114"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. omim Screw Andwrage WMAM Embedmem amt Wnlmum ge Ire ram Concrete avength ftRulrements masm"Strength Rwhom nw Dla. 10 Unorounted CM AM 040 date!out Jan" m A9Tm emwah wout omtfareID o concrete Un.aronmd cmu amamd CMU Boo UitrBCOn Or 27M W Grouted cMu to Sears 2109.2.2.1.2 and 11MV 36D psi tzeoa lluq PSC. Tm Wa. Ban.Emb. Min.Ed No.Emb. Mkt.Ed !din.wnb. dAln.Eal Boo Cretellex 984 114' 3360 psi ��IAheoDn 1141 1918 2 111 1 V4 2 112 1 3Hi 2 111 &181 1 314 1 114 1 114 1 8118 1 314 2 112 ®eo Cret94%x S84 I IW 1 314 1 2 112 1 114 2 112 Nd Famnmended DS9nt11ars 111 I t 1!!/ Emb.=Embedment 10 VNN 111/ P440ok(Mahar Tension) Pdmok Mauntbt9 Adapter(An-hwShear) Ed=Edge DWarme Wood revere a , II& mb5)n. ``�� r1y ......... Tm In.Etnb IVOtn Ed ��: \�'Emas Concets Grouted CM Coemrem Grouted CMU Mia-MlNmwn #12 Wood Screw 1 3/8- " r '•.k Type cm. IN n.Eftm kan.Ed Mar.11ab. Mtn.Ed Nan.Emb. Mbr.Ed Mtn.Eatb. pin.Ed Bco Cmte-Rex 894 1 318" 1" * t4o.58705 ; qa4 Utbaaon 1141 1 314 2 1. 1314 2 112 1914 2112 1314 1 va C'ONCRETESCR15M STRENd nf& _ Oao CremFtex SM ,W 1 314 2 112 Not itea-mm ndO 1 974 2 11d Not Reaommandad g—V.-135KSI UN1.ES3 Qg77iERWISE'NOTED _ �C M/N.W177XSI � le it it JJ 1o11v/11 C RIC 2010 CODE CHANGE '��'•. STAiE� 10foT>:raavocOWDRW GENERAL N07 S• MAP ,�,c�'............fioa ,. Cam`?` funwas no.sm 01 o 11 PERMIANaWECOMMENTS N°xO'"'�q SERIES 770 A1, UM SGD-LMI '�SSrr/tOrN �?•\Deft,Fwmax SMC 1VtW9 A COMMENTS P.O BQX 4x28 saerma.e e� mowr/e, � a LYhW " PE sm OB/O7 17 tans, NOKOM1dS FL 84274 SdD710 NTS 1 a 23 PGT17002 C P.E.01157g6 APPROVED CONFIGURATIONS: SEE D.P.TABLE, SEE D.P.TABLE, SEE D.P.TABLE, SHTS. 7-9 SHTS.7-9 SHTS. 7-9 mm SEE SEE SEE Dp DP TABLE ! TABLE / / �� TABLE SHTS. / SHTS. ; SHTS. 7-9 7-9 7-9 Xp XO, OX, XX, OXO, OXX, XXO, XXX, SEE D.P.TABLE, XXP OXXp, XXXp SHTS.7-9 WAW r�ucriuxws� so°CORNER h.t SEE DP TAW TABLE / I SHTS. 7-9i � = X i OXXO, XXXO, OX)()(, XXXX, XXXXp CORNER,TYP. POCKET,TYP. POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING LYNN M DETAIL"S"OR"T"INSTALLATION.EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE p)OOOCp,pXXXX OR)O=p.OXXX IN POCKET `*:` N0.68705 CONFIGURATION CAN BE OXXXp.POCKET DOOR REQUIRES OPERABLE PANEL. _ 1IT171IF/ X SIGNIFIES OPERABLE PANEL O SIGNIFIES INOPERABLE PANEL.10/11/11 NO CHANGE THIS SHEET T.. 4/ _QUALIFIED CONFIGURATIONS %t�` -ftlRtoP.. WC o1A�5rro a PER DAOE cars Noxom�a,FL SERIES 770,4E UAQ SOD-LMI ��'�S�ONAL ENG`• SMC 11/160 A PER t DADE COMMENTS ao.eqx r� ��(1 L�'tS`,��p aaen — ams NOXOA88 a 3aa7a vase — I rac.m++a aea A LYNN mwa P.F SMC 0aem S@DM NUS 2 m 23 PGTOM C P.E.#WM SEE D.P.TABLE, SHTS. 7-9 4 1 1 I SEE ; Dp TABLE SHTS. 7-9 1 1 ----� OXXXO, )0=0, OXXXX, XXX)(X, 7ik XXXXX P SEE 90°CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P.TABLE, * z SHTS. 7-9 .r. eras o SEE i DP 1 TABLE Ao W SHTS. / � 7-9 I v�w'vvv vvv�w�v vv��w�vvv v�/�� v�v�r��w��/ 0)()=O, xx)(xxO, o)o(x .n, xxxx) (. xxxxxxp *' N0.58705 APPROVED CONFIGURATIONS _ * ` •`rrw �1 toltu�r ' nroc nnssr °' �' sWE p'. sM otroalro EA PER nonaaanaecoau wrs f°7Dxo FL$4275 Qt1AL1FIEDGOldFtGURATiON5 _ '�•��. . FtORi9?.•'��_: SERIES 770 ALYM.SGD-LMt 3 19!}8109 PERMIAll9tagp�� P.aegxls� NOXOAI!$!Zsrtss eaax e..� a PGTO002 C A. % p.E. oaosw APPROVED CONFIGURATIONS: SEE D.P.TABLE, - SHTS.7-8 MWIV DP SEE � TABLE / / / 'J71 /41�' SHTS. 7-9 4 I ox)(XXXo, xx J=o, oxxxxxx, xXXXXXX, XXxxxxxp SEE 90°CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 drawl SEE D.P.TABLE, SHTS.7-9 SEE DP I TABLE / 'tl I/ 'tl 1 371 SHTS. MIAW 7-9 _ L� _ oax ' oxx) o xxxxxxxo oxxxxxxx �� . .............. xxxxxxxxp a No.58705 * ~_ x Jam. a�f� �� •�^ I vwf? C NO CHANGE 7WShW rom> Naroarrnm� QUALIFIED CONFIGURATIONS ��`''. Ftoa+o?:• seta ar�ro s P�asaamtuwaeroem�xrrs aoxon2s,r:tsays ,� �FSS••.....• �� s rvteAe axaWw asar�vmnaas s aasgxrsm SERIES UM.SGD-LMI er. owx NaYOe6Q 8.80274 —SG-D--I D4'0a'"' �1P A.LYNN 968705 P.E. am soona Nrs 4 a 2a nGronoz c PE�b87a5 EXTERIOR 202 3/19"H3 GLASS EXTERIOR `,ZaQ. 3/19"HS GLASS .080 DBPVB 090 SGP 3118°Ig flLAS3 r..g.N 3/19^HS GLA33 74 7H9°NOM. 7119°NOM. 82 82 M, 314°NOM.S GLASS 80 80 BITE I 54 7/16"LAMINATED GLASS TYPES G3 7/16"LAMINATED GLASS TYPES G4 rrmMUCT xfaavtci:N EXTERIOR 2Q3 14°HS GLASS EXTERIOR @205,19-HSGLASS.090 DBPVS 90 SGP ._ 74 _ 74 114 H3 GLASS 114°HS GLASS 8/19°NOM. 9119"NOM. 82 82 3/4°NOM. 314'NOM. GLASS GLASS 81 BITE $1 BITE 54 54 9/16"LAMINATED GLASS TYPES G3A 9/16"LAMINATED GLASS TYPES G4A ,�` a�t v...... 4'''% 1*; I41.58705 J : 10!11/11 C NOCHANOETMSHEBT toror�aavcttooydxn� GLAVNG DETAILS �,�'•.,ficoR�Q?'�C�;` t Nox sera SEINES 770 ALUMINUM SGD-LM! SM II/Iff9 A PER MIAMI DADECOMENTS atz etgx teas _ t t .oslog art aura NTS 5 a 23 PGTOW2 C A.� ;�#e , e P EXTERIOR &118"HS GLASS 212 3118°HS GLASS .090 DSPVS EXTERIOR 080 SGP 3116°HS GLASS 3118'HS GLASS 318'AIR SPACE VW4 318°AIR SPACE 74 0"1 GLASS 3/16"T GLASS 1'NOM. 1"NOM. 83 83 314"NOM. GLASS 79 79 BITE TRUSEALDURASEALSPACER TRUSEALDURASEALSPACER 1"LAMINATED I.G.TYPES G5 55 1"LAMINATED I.G.TYPES G6 55 EXTERIOR 211 3116'HS GLASS 213 3116"Hs GLASS t k4 a� .090 DBPVB EXTERIOR 090 SGP 3116°HS GLASS 3116'HS GLASS 6118°AIR SPACE 74 611 S'AIR SPACE 74 114'T GLASS 114°T GLASS 1"NOM. 1'NOM. 83 83 314"NOM. 314"NOM. GLASS GLASS 79 BITE 79 BrrE TRUSEAL DURASEAL SPACER TRUSEAL DURASEAL SPACER \\N V 4XNN 1"LAMINATED I.G.TYPES G5A 55 1"'LAMINATED I.G.TYPES G6A 55 `��`�� JGENSB ''•Fp �t No.58705 '* JJ 99/99 NOCNANLiETH/S5HEET -p'•. l0 11 k/; 9MTEChWOLOWOU+E GLAZING DETAILS '��D,p`•..PLORM, �C�"I Rmd�19/98/08 a PERMtAl411 DaDECOMMENis o agxr SERIES 770 ALUMINUM SGD-LMI ��' `SSlOtt�N�LAL NOWAW,FL 84M a.smr ep oe� ome NOX04&R,FZ94E74 j�:Vo svrwrear sore r.me m.tv� xw: A.LYNN R1u wt:P.E , OBE RW SOD710 NETS 8 -23 PGTOOD2 C P E�ii8708 DESIGN PRESSURE AND ANCHORAGE-UN-REINFORCED-STANDARD STILE-STANDARD ASTRAGAL TABLE 1. DLO WIDTH=NOM.PANEL WIDTH-7° DLO HEIGHT=NOM.PANEL HEIGHT-8.26° >HEAD&SILL(H&S)QNTERLOCK,STRAOHT&CORNER ASTRNGAL CLUSTER FLUB WT[AM M ATEANCHOR QTY.PER PAM.H&S, >JAMBANCHORQTY.A%HOOK ANCHOR CITY. 60 An0harTypes: 63.7118°LAMMTFD GLASS-(3118°H.S.1 Pd B/3/18°HS.) 1)•114°ELOO ULTRAOON(FORMERLY TAPOON Lam' G3A-9118°LAMNATED GLASS-(lWH.S./FVB1114°H.S.) 2)-lW334CFfEMFLFX GS-7118°LAMINATED LG.U.-(3118°TLS/AIR/3118°H.S./PVB/Mir H.S.) 3)"S/18°ULTRACON GSA-7M8°LAMNATED LG.U.-(lW TEMP./AIR/3/16°H.S.I PVB 13118°KS-) 4)V12 STEEL SCREW(G5) `SE EANCHORAGE NOTES 1&2 ON SHEET 1. UNIT HEIGHT 113 0 84 90 8 87FX�T NOM.PANEL FRAME p O STANDARD ASTRAGAL WIDTH SIDE v �? v V STANDARD STILES < elf < nj < N '•' N BVT. GLASS TYPE-3,3A b,5A +80 -60.0 +60 -604 +60 -60.0 +60 -604 et H&S C4+1 C4+1 C4+2 C4+1 04+1 C4+2 C4+1 C4+1 C4+2 C4+4 C4+1 C4+2 24 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK b 5 6 b b b 6 b 6 5 5 6 118 GLASS TYPE-3,3A 6,SA +60 -60.0 +60 -60.0 +60 -60.0 +80 -804 H&S 04+1104+1 C4+2 C4+1 04+1 C4+2 C4+1 C4+1 C4+2 C4+1 04+1 C4+2 l=xT 119 30 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 9V OUTSIDE CORNER 6 5 b b b 5 B 6 6 5 6 5 GLASS TYPE-3,3A,6,6A +60 -60.0 +80 -804 +80 -60.0 +80 -60.0 118 H&S C4+1 04+1 C4+2 C4+1 C4+1 04+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+_ _Amw 36 JAMB 10 10 10 10 10 10 1 10 1 10 10 10 10 10 I u'IRA" P-HOOK 5 b 6 b 6 b —5-1 5 6 6 6 8 GLASS TYPE-3,3A 5,5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 R M� L2 I H&S C4+1 C4+1 C4+2 04+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 I C4+1 C4+2 42 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 EXT P-HOOK 6 6 5 6 b b 8 8 S 6 6 6 GLASS TYPE-3,3A 5,SA +80 .60.0 +80 -60.0 +80 -80.0 +80 •60.0 120 H&S C4+1 I C4+1 I C4+2 C4+1 C4+1 C�+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 48 JAMB 10 10 10 10 10 1d 10 10 10 10 P-HOOK S 5 b 6 6 8 1 8 6 7 1 7 r 7 O 80°INSIDE CORNER 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114 SILL. ° EXAMPLE ON SHEET 10 2.WHEN USING THE 21/2*SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE r SILL POSITIVE WATER DP IS 80.0 PSF MAX. TABLE I& OH LENGTH (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A SILL HT.VS POS.DP 3.4-,3 IW AND 2112°SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION SILL RISE {+)DESIGN OVERHANG WHEREAS THE 1 112°SILL IS NOT AND MUST ONLY HEIGHT LOAD BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE OH LENGTH DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED FLUSH 1-112° WA OH OH HEIGHT WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE LOW 2-112° +46.67 PSF HEIGHT EQUAL TO 1 `�� 4YNN lyj�1�� FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAMk oR '' THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. MED 3 1f4° +80.0 FSF Sy OR GREATER :. 4.SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT w.H 4° +Sao FSF gI Z*: 540.Ti870S INFORMATION. SEE NOTES 1-3 SEE NOTE 3 = * �~ 6.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. L(�y'"f i ;i LL/, ex �� '• STA'L'E OF :'2: JJ 10H1/11 NO CHANGE 7NlSSHEET 1070T IAIOLOaYORNE DPANDANCHOWE OrPo&to a PMAUW aWECOMMSM KoJ awl PL 94176 Pa r� SERIES 770 ALUMINUM SGD-LMI BAfC lfN9.9B A PERAOMA0ECOMMEM &aearoau e®nr r, mewmao. RED A.LYN�WU:LER P.E. � Molcon4 XFr s4a7a scig . NTS 7 a 23 PGTW02 C P E @88708 DESIGN PRESSURE AND ANCHORAGE-UN-REINFORCED-HEAVY DUTYST&E-STANDARD ASTRAGPI. - TABI.E2 >HFAD&Sal(1&M Y4rHiI=&STMMff&CORNMASTRAOAL CLLISTERR.UB NTSWE[YATEANMMQTY.PER PAN I H&S. 81 >JAM3ANCHJRQIY.>RHJOKANCHDRQTY. - Anc1nr types: 04-MW LA*AlMGLASB-(3H3°R8./SOP/SPIT R8J 1)44°ELCO ULTrAGON(FOMMLY TAPCON G4A-9d16°LAMNATMG(ASS-(lW KS,/80PI IW H8.) 2)`114°884(2&7&= 08.7116°LAMM4T®LaU..(3118°7W..IAR13198'K8./8GPJ 3H8°RS.) 3)TRW LRTRACON ' LEA-7H6°LAMNOWLQU-(114°MR IARI 3118°RS,/SGP73H8°KS.) 4)V12 STEM SCREN(08) 'SEEAKUi0RAGENOTES 1&2 ONSHEEr 1. UNRNEK)HT p 84 90 1 96 102 1 174 Q Q NOKPANEL FRANC WIDTH SIDE f5 N N N v N e N v N o N a N a STANDARD ASTRAGAL HEAVY DUTY STILES TYPE-4,4&6,SA 60.0 •00A 60.0 60A 00.0 .60.0 0010 60.0 60.0 6010 80.0 604 6010 604 8010 40A 11 1 H&S C4+1 04+1 C8+2 04+1 C4+1 08+2 04+1 C4+1 C6+2 04+1 C4+1 I CS+2 04+1 04+1 06+2 04+1 04+1 C6+2!12+1 CA+1 C6+2 04+1 C4+1 C6+2 24 dAw 10 10 10 10 10 10 10 10 90 10 10 10 12 12 12 12 12 12 12 12 12 12 12 SEE SHEET 7 OR 8 FOR 80°P-HODK 6 b 6 8 b b 8 6 S b 6 b 8 6 B e 6 6 6 8 6 6 6 INSIDE&OUTSIDE CORNER DEPICTION GLASS TYPE-4,4A6&\ 60.0 .6010 ODA 604 6010 60.0 804 -60.0 60.0 -BOA ODA 604 60.0 -60.0 604 •60.0 HB,S C4+1 C4+1 C8+2 04+1 C4+1 C8+2 C4+1 C4+1 t�+2 04+1 C4+1 C6+2 04+1 C4+1 CB+2 C4+1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 Me 30 JAW 10 10 10 10 14 10 10 10 10 94 10 10 12 12 12 12 72 12 12 12 12 12 DLO WIDTH=NOM.PANEL WIDTH-T P-HDOK 6 8 6 6 6 8 8 B 8 8 8 6 e 8 8 6 8 6 6 8 8 6 DLO HEIGHT R NOM.PANEL HEIGHT-82F GLASS TYPE-4,4&6,&4 60.0 •80A OOA 60A ODA -804 004 6010 Goo 604 mo •80.0 80.0 -60.0 6010 .6010 Q H&S C4+1 04+1 CS+2 C4+1 04+1 C8+2 C4+1 04+1 C6+2 C4+1 24+1 C10 04+1 04+9 C6+2 24+1 24+1 28+2 C4+1 24+1 C8+2 04+1 C4+1 OR2 36 +� JNUS 10 10 10 10 -10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 q` P-H001C 6 8 6 6 S 8 8 8 8 6 1 5 1 6 8 1 8 1 8 8 6 6 7 7 1 7 7 1 7 1 7 TYPE-4.4A6,SA 604 6010 ODA 6010 604 6010 60.0 6010 6010 •604 60.0 .60A 60.0 -00A ODA 6010 %00K 8+2 C4+1 C4+1 CB+2 C4+1 04+1 CS+2 C4+1 C4+1 C6+2 C4+1 C4+1 CS+2 04+1 04+1 CS+2 C4+1 04+1 C6+2 04+1 C4+1 C8+2 42 10 10 14 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 b S b 8 0 S 6 8 6 8 8 8 8 8 7 7 7 7 7 7 8 8 GLASSTYPE-4,4A8OR 8010 60A ODA 480.0 804 60.0 S0.0 -BOA ODA 6010 604 60.0 1 8010 6010 6010 60.0 I� HBS C4+1 C4+1 CO+2 04+1 04+1 06+2 04+1104+11 C6+2 04+1 C4+1 C6+2 C4+1 C4+1 C8+2 04+1 C4+1 CB+2 C4+1 C4+1 C0+2 C4+1 C4+1 C8+2 (ye�y z 1S 48 JAW 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 92 P-HOOK 8 8 b e 8 8 8 8 8 7 7 7 7 7 7 8 8 8 8 8 8 O 8 0 MASS TYPE-4,4&6,SA 60.0 604 604 60.0 804 6010 SOA 644 H&8 C4+2 C4+2 C5+2 C4+2 C4+2 26+2 C4+2 C4+2 C6+2 C4+2 24+2 C8+2 84 JAt� 10 14 10 90 10 10 14 10 10110 10 10 P 00K e 6 e 6 e 6 6 e 7 T 7 7 PANELS OVER 48"WIDE GLASS TYPE-a,4AB.8A 8010 644 ODA 604 644 6410 6010 NOT AVAILABLE OVER 98"HIGH H&3 C4+2 C4+2 CB+2 C4+2 04+2 C8+2 C4+2 C4+2 C6+ C4+2 C4+2 06+2 80 JAAB 10 14 1O 40 14 10 14 10 16 10 10 ¢ P-HOOK 8 8 8 8 1 8 I 8 7 1 7 1 7 7 1 T 1 8 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4°SILL O EXAMPLE ON SHEET 10 2.WHEN USING THE 2 U2°SILL,POSITIVE OP 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 I I 3.21/2°,31/4°AND 4'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE SILL H.I.VS POS.DP OVERHANG 1 1/2°SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED, POSITIVE DESIGN SDI RR!32 (+)DESIGN OH LENGTH PRESSURES SHOWN IN TABLE 2 MAY BE USED H mw LOAD Ott OH HEIGHT 9111[Jill, WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA FUISH-1-1 NIA HEIGHT ��` �V .......M11( BUILDING CODE(SEE ADJACENT DIAGRAMk LOW-2-1 +48.67 FW �oI OR GREATER THIS �� \ .. J�ENS THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. NED-344 +eD.0 PSF � ��:' 4.SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT ((-4° +00.4 W4P f(r lyo.`'iS705 INFORMATION. SE NOTES1-3 SEE NOTE 3 a 6.DOOR SIZE TO COMPLY WITH FSC EGRESS REQUIREMENTS. UJ - d'• lc' N /i 411 JJ 4oltv11 nlo CHANGE TrasSHEET 1o7oTectrNOtoGYDRrvE _DPANDANCHORAGE sax oweno a PERMUMIDADECDAD4EM8 +voxonrts Fts4arb SERIES 770 ALUMINUM SGD LM! am rVON A PERM/Aa8DAD8COAMOW" P.a egxr� �-- � � c�c A'OKO1103,FLa4274 NT'$ 8 a 23 PGT0002 C tL LYN�mro P.E.U�G DESIGN PRES6UREANDANCHOIWE-UN-REINFORCED-HEAVYDUTYSTILE-HEAWDUTYPSTRAGAL. TABLES. >I EAD&SILL(H&S)INTERLOCK STRAIGHT&CORNERASTRAGAL C LWMR PLUS W ERNEDATEANCkDR QTY.PER PANEL H&S. NT. 81 >JANS ANCHOR QTY.>RHO0KANCHORQTY. Anchor Types: 04-711(°LAID MIIEDGLASS-(3118"KS./SGP/3/18°H.S.) 1)*114'ELC0 ULTRA WN(FORMERLY TAPC ON) G4A-9/1('LAMINATED GLASS-OW K&ISGP11/4'KS.) 2)'114'334 CPZMFLEX G6-7H0-LAMINATEDLG.U.-(311('TMIP,/AIR/3118'KS./SOP/3/1('x&) 3)"611(r LLTRACON GSA-7116'LAMNATEDLG.U.-(114'TEMP./ARI311WK&ISGP/3118'x&) 4)7#12S7EELSCREW(G5) .Exr. *SEEANCHORAGE NOTES 1&2 ON SHEEP 1. UNITHEIGHT 80 54 90 go O o z o z q z v HEAVY DUTY ASTRAGAL NOM PANEL FRAME Q O z HEAVY DUTY STILES WIDTH SIDE 5 O tt U 61 a- tV �- tf ••.• N <• l4 GLASS TYPE-4,4A 8,BA 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 I H&S C6+2 C6+2 C6+2 LCe+2 06+2 C6+2 C6+2 06+2 C6+2 C6+2 C6+2 C6+2 118 24 JAMB 10 10 10 10 10 10 10 10 10 10 10 DLO WIDTH-NOM.PANEL WIDTH-T P HOOK b B B S 8 5 b 6 6 6 8 €3m 118 DLO HEIGHT'=MOM.PANEL HEIGHT-8.25' GLASS TYPE-4,4A 6,SA 90.0 -90.0 90.0 -90.0 90.0 -904 90.0 -90.0 @ H&S C6+2 C6+2 C6+2 CS+2 C6+2 C6+2 06+2 C8+2 C6+2 C6+2 C6+2 C8+2 90*OUTSIDE CORNER 30 8 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 81 118 a P-HOOK 6 8 6 6 6 6 8 8 7 7 7 7 GLASS TYPE-4,4A,6,6A 90.0 . -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 ITT• H&S C6+2 68+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 36 JAMB 10 10 10 10 10 10 10 10 10 10-F-10-710 S RHOOK B 6 7 7 7 7 7 7 8 8 8 8 GLASS TYPE-4,4A,8,6A 90.0 -90.0 90.0 -90.0 904 -90.0 904 -90.0 1� H&S C6+2 CS+2 C6+2 C6+2 C6+2 C8+2 C6+2 C8+2 68+2 C6+2 C6+2 C6+2 42 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 120 P-HOOK 7 1 7 7 7 1 7 1 8 8 1 8 1 8 9 9 9 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 I C6+2 I C6+2 CS+2 I C6+2 I C6+2 C8+2 C8+2 C8+2 (:8+2 C6+2 CI+2 48 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 80'INSIDE CORNER P-HOOK 8 8 6 8 8 8 9 9 9 10 10 10 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4'SILL. 2.WHEN USING THE 2112'SILL,POSITNE DP IS 46.67 PSF MAX.AND WITH THE 3114' SILL,POSITIVE PRESSURES IS 60.0 PSF MAX. TABLE 3A. OH LENGTH ry (NEGATIVE PRESSURES UNCHANGED SEE TABLE 3A. SILL HT.VS POS.DP I 3.2112',3114',AND 4'SILL HEIGHT$ARE TESTED FOR WATER INFILTRATION OVERHANG WHEREAS THE 1 11�SILL 13 NOT AND MUST ONLY SILL RISE (+}DESIGN 13E USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN HEIGHT LOAD OH LENGTH PRESSURES SHOWN IN TABLE 3 MAY BE USED OH HEIGHT 1 L L I L t t 1 WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLUSH-1-112' ?&A OH FLORIDA BUILDING CODE{SEE ADJACENT DIAGRAMk LOW-2-112' +46.67 PSF HEIGHT EQUAL TO 1 \�.` THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. NI®-31/4' +60.0 PSF RI OR GREATER Qy'; 4.SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT H 4° +90.0 PSF L�g * No,58T05 INFORMATION. 5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. SEE NO•ES 1_3 SEE NOTE 3 A JJ 10/11H1 . > } .- � k /-` tlOCtVGETH/ SEET � �O C . s 007ECNNOLOGYME ANDANCHORGE _ sncc o9roano a Psednara0aoacoa�vrs Nmcoalrs>LS�rs SERIES770AL(1M/NUMSGD-!Ml '"�,, SIONA�- o" am 1fH8lOH A PBt L9AM/DAObCOANQENT3 PA.BqX 7778 �l i t i L L L t ao-aem r Daft NOXOb83,FL 34274 BeROptodd sore msge�" +�+c A LYNN NW.PJt,P.E. 3;146 /� SGiD77O A1TS 9 d 23 1 PGTCL002 c PJ3#tigMb - ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4•ELCO ULTRACON(FORMERLY TAPCON) 2)1/4°ELCO SS4 CREf E-FLEX 3)5/16"ULTRACON 4)#12 STEEL SCREW(G6) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHTS.74. HEAD&SILL................6'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 6'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.I I-12. JAMBS&P-HOOKS...6°MAX.FROM BOTTOM AND 21-MAX.O.C.UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHTS.7-9.SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-16. "ANCHORS PER PANEL"ARE 8'MAX. 3.b° INTERLOCK SEE CLU DET.,SHT.11 ASTRAGAL INTERIOR 6,MAX THOSE AT THE HEAD AND SILL -—-—_—_—-CENTERLINE -—-T-—-—-—` CENTERLINE r`��_ Sx MAX i BETWEEN CLUSTERS OR THOSE 7YP I BETWEEN A CLUSTER AND A FRAME JAMB OR P-HOOK 2.w 4.051' flm I I I _ o o � 3.b° 24°MAX.O.C. 30 EXAMPLE OXX ANCHORAGE PLAN: 04+2 HEAD&SILL ANCHORAGE(3'PANEL.2-TRACK EXAMPLE SHOWN)=(14)ANCHORS TOTAL T)'P• (3)PANEL, 48"x 96"DOOR FROM TABLE 1,SHT.7,ANCHOR TYPES 2&4 IN WOOD SUBSTRATE EXTERIOR 04+2&CORNERS=(20)ANCHORS TOTAL AT HEAD AND AT SEE 7YP.JAMB CLUSTER SILL DETAIL BELOW SEE CLUSTER 2 04 2 C4 2 C4 2 DETAILS,SHT.11 MAX MAX- X. •x x x x x x x % % % 64 MAX. ramucT Neva" • 10'MAX x x apppiflKx41k16xib�iA _ • SEE NOTE e 3 MAX x 3.5"TYP. BELOW eye ° x a FRAME 21" ANCHORS PxptrxNn 9re PER JAMB (7)P-HOOK • • ANCHORS % MAX O.C. (SEE SHEET ANCHORS 74p e • •a P-HOOK 13 FOR 24• INTERLOCK • ANCHORS x CLUSTER MAX. CENTERLINE x O.C. e e AX 3•MAX. SPACING O.C. s 10'M x x 8'MAX. •x x x x x x x x x 6°MAX. x x x x I x " x24"MAX.O.C� 3.6'TYP. J 6"MAX.,TYP. 90°CORNER EXAMPLE OX-909 OUTSIDE CORNER-X0 CORNER ANCHORAGE PLAN: (4)PANEL, 60"x 96"DOOR FROM TABLE 2,SHT.8,ANCHOR TYPE 1&2 IN CONCRETE SUBSTRATE SEE CLUSTER DETAILS, INTERLOCK CENTERLINE SHT.11 S"MAX 4051- ��n�`t LYNN kj1"11:1�� o ° , ° iN. �``tr•'�}GENSF''•. ��i ` _ O.C. 0 0 : 3.b' 2,04° Zr j No.56705 NOTE: SEE DETAILS S&T ON SHEET 14 T �J CLUSTER FOR DETAILS &DETAILS EXTERIOR SEE CLUSTER DETAILS.SHT.12 M NN 1 FO K ANCHORS M.N O.P.Q&R ,fl 'A•�11 I� Jd 18tJ1/11 C NO CHANGE Tma SHEET �0 • t0707ECHNOLOOYDWUE ' xax4� oexv ,A ' STATE OF <C/ ANCHORAGE SPACING&EXAMPLE PLANS Im .<`•' ocean° a PERM/A60C4DEC0M8f34T8 NOKOM1Sti FL342T6 SERIES 770 ALUMINUM SGD-LM! '�is`S/ANAL ow 41n3W A PAQumnoOECOGNT8 P.Qwxww itt wnm"yz NCXONd�fL34214 �axxe sore ",e mxroea %ex ALYNNl�II. n.P.E 5MC O&MV9 . worlo NTS 10 -23 PGTO002 C P�88706 ------------- -- -- , r------------------ r----------------- 3`fRAt3AL tSFF-n r----- A§`fRAt�AL OR , t A3'T'I�ACiAL(SR'1 INT. INTERLOCK i ` INT. �—INTERLOCK t t INT. INTERLOCK t CENTERLINE t CENTERLINE CENTERLINE 3.8 3.b t 1.78 t 1.78 t � t 4.051 , 2.040 2.040' 2.040 -3.8 -------___ __ _ L -___--_---I-i t 2-TRACK.ASTRAGAL!INTERLOCK 2-TRACK.ASTRAGAL I INTERLOCK 2-TRACK.ASTRAGAL t INTERLOCK ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C5 ANCHOR CLUSTER-CS ------------- - ------------- -------------- NOTE r'IFtAt3�iCa IA+3TiLa�F_'- , rAiRAiALa�i "--'-- t INTERLOCK—�I i = INTERLOCK INT' i i INTERLOCK—�I t ALL DIMENSIONS SHOWN CENTERLINE I CENTERLINE i i CENTERLINE I i A � MINIMUM � i t , ALLOWED.ALL DIMENSIONS "t 3.8 i 3.8 i i 7 t 3.b = SHOWN ARE IN INCHES. t i i 2.040 4072 i 4.048 4.0721 5—m = ` 2.041 r�uoulir wevtcsla 3 t ..aeRM�t�ae.ltatl► t t cue. --°------- ^----- -------J I-- 4.048 J I---^- ------ ------- ---- --I IU •!� ASTRAGAL t INTERLOCK �3-fR�CKT6§ $AL TfAg C 3-TRACK,ASTRAGAL I INTERI oCK ±��`S ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C6 ANCHOR CLUSTER-CS "*am AVTRAMblr-------------- auarr-------------- ,aua --------- -1 INTERLOCK IWT• t �TERLOCK• 1 II�T' i t INTERLOCK ` CENTERLINES CENTERLINE I i i CENTERLII � t t 1.75 i ; 3.8 i i 3b = _ 3.8 t i. I I t t i t I1 { t 4.048 201 1 2 40 2040; i b.388 i r o N M! /,� L----_---•'__ _ 4.061• J L ��----F L-°---- -J `��Q;• GENSE •., ii 4-TRACK.ASTRAGAL/INTERLOCK 4-TRACK.ASTRAGAL!INTERLOCK 4-TRACK.ASTRAGAL I INTERLOCK %'y k ANCHOR CLUSTER-C4 ANCHOR CLUSTER-CO ANCHOR CLUSTER-CS 55705 9onvrl NO CHANGETNSSHEET Now ANCHORAGE EXAMPLE CLUSTERS � �� SERIES 770 ALUMINUM SGD-LM! SO NOKOMIB PG 94P 7d LY A aL E e, SODM NTS 11 �23 PGTW02 0 REASM Sm t ----�—3.b-------' ------------- .------ _ NOTE: `�� i ALL DIMENSIONS SHOWN 1 0 i ARE BASED ON MINIMUM ALLOWED.ALL DIMENSIONS 2.04 INT. SHOWN ARE IN INCHES. 3019 t E)Cr. 3.899 i I f Er. Z04 i t 2--TRACK 90°OUTSIDE CORNER SHOWN. 2 TRACK 90°INSIDE CORNER SHOWN, 2-TRACK 90°INSIDE CORNER SIMILAR(OPPOSITE} 2-TRACK 90°OUTSIDE CORNER SIMILAR(OPPOSITE) ANCHOR CLUSTER-C4 ANCHOR CLUSTER-OS USED FOR C6 AND CS rtl�aua�llawu�p N.a ijBKwat ork" AlWpft-ft"a - --- --------------------- ---------- 2.04 i INT. . i t 3.889 i t ` 1 11 II it { I -� ----------- 6---- -� '--------------- 3-TRACK 90°OUTSIDE CORNER SHOWN, 4-TRAC �°INSIDE CORNER SHOWN. y t t i t t r t r 3-TRACK S0°INSIDE CORNER SIMILAR(OPPOSITE} 4-TRACK 90°OUT$DE CORNER SIMILAR(OPPOSITE) C-S ANCHOR CLUSTER REQUIRED C-8 ANCHOR CLUSTER REQUIRED `��•��6NS� •. �� ATALL 3-TRACK CORNERS AT ALL 4-TRACK CORNERS w= StATeOf J.J ?O IW I C NO CHANGETH/S SHEET o. '�G,�.' F��OP: ANCHORAGE,EXAMPLE CLUSTERS otmsrro a PERb9AA91DADBWMMEf973 Tul,11WA s�l�3=5 P.a egx9s� SERIES T/0 ALUMINUM SGD-LMI am 99l/H� A PB2bswa4wcoL91mm NOKOd�8,Pt 59279 dp eeamamaoe tur: mesapRa ane m.s oe°e oe� stmr/o NTS 72 «23 PQT00t72 G a�rwvt PE SbfG 08 21N8°O.C. 2x WOOD BUCK TYP.,SEE ANCHOR NOTE 3,SHT.1 SEE CHART,SHT.1 NCRETE SEE CHART,SHT.1 1"MIN. 21/18'O.C. 21/18°O.C.TYP E.D.Tom'• 1"MIN. 21!18°O.C. TYP. E.D.TYP. TYPPL31V ..„ ..• s EXT. EX7 '4rr o' ?•:1: :'•:',Y:.. SEECIiART u�:y: ,z 1 3t8"MIN. -� c� MIN. ,{+ '" ". i f:•i:�s .i•y: to ., . SHT.1 1t4" 1/4° EXT MAX MAX 114' 1/4' L SHIM SHIM MAX, MAX WOOD ANCHOR T. SEE ANCHOR NOTE 2,SHT.1 SHIM SHIM ' DETAIL A,2-TRACK FRAME HEAD DETAIL B•3-TRACK FRAME HEAD CRETE ANCHOR TYP.,SEE ANCHOR NOTE 9,SHT.1 $ CHART 3FiT.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 SEE ANCHOR SEE ANCH.NOTE 3, 1X WOOD BUCK TYP., NOTE 6 SHT.1 SHT.1 SEE ANCHOR NOTE 3,SHT.1 (1t4°MAX) 21/18`O.C.,TYP. SEEANCHOR 3EEANCHOR N�/4"6MAX)1 N{1%4 1 MAX.) NCRETE EXT. 1318'MIN. IXT 1 21N8" 1"MIN 13/8'MIN. SEE CHART O.C.,TYP. E D» Y�a.wis .. ?N .s;,:.+;••�; $_T.1 TYP. 2x WOOD BUCK 1'MIN 1 EXT...•::.'.:.:S.•• t.•.:'�::rr DETAIL E. 21!18 D INSTALLATION FRAME SILL ° E.D., SEE CHART,SWT.1 -►1 O.C.,TYP. WOOD NSTALLATION SEE ANCHOR TYP. tNWfuCi NOTE 3,3HT.1 DETAIL G. TE INSTALLATION FRAME SILL FtedaA DETAIL F.3-TRACK FRAME SILL r CONCRETE INSTALLATION caar CONCRETE ANCHOR TYP., WOOD INSTALLATION a ft. 1 � SEE ANCHOR SEE ANCHOR NOTE 1,SHT.1 21118°O.C.,TYP. 1"MIN > � NOTE 6 SHT.1 E.D., (1/4"MAX) ONCRETE ' am ' 1318°MIN. T" •a ,.• .r�� vy.�as p.% j;.: SEE CHART EXT. T ,'�` '.:,' ?(. •t.:�..I' SHT.1 EXT. 21N8" WOOD ANCHOR TYP SEE ANCHOR NOTE 2,SHT.1 O.C.,TYP. �SEE CHART,SF1T.1 DETAIL I.4-WKE FRAME HEAD DETAIL H.3-TRACK FRAME SILL WOOD INSTALLATION CONCRETE CONCRETE INSTALLATION WOOD ANCHOR TYP» SEE NOTE 3,SHT 1 SEE CHART,3HT.1 d SEE ANCHOR NOTE 2 SEE ANCHOR SHT.1 i..y..•••'q;r..„:`.••'i+.,..,• ,+A•: °•.' NOTE 6,SH7.1 t SEE CHART (1/4"MAX) >�•, «..: a'S•� '.d...-•.; s:•, r ry.`.•i,••".• SHT.1 4 � lflllit EXT. I 1 3t8°MIN. `�`O�.��NS. 21N6°O.C»TYP. �, 21/16"O.C.,7YP. 1”MIN CONCRETE ANCHOR TYP.,SEE ANCHOR NOTE 1,BHT.1 E.D., Fes— *: NO.68705 DETAIL J.4-TRACK FRAME HEAD DE TAp K 4-TRACK FRAME SILL TYP. _ - CONCRETE INSTALLATION WOOD INSTALLATION s'. Q it t' :'LUZ f0/i1/il C NO CHANGE TIM SHEET AMCHORAGE DETAILS '. STATE Of 2, tomrEOtavaaor� �i�iP�..�......''`�`` aua ranew a aea aaeaoFCOnm:ENra Pa t SERIES 770 ALUMINUM SGD—LMI '��s ONA NO amx aa"aom P HOKOMIB,t=t.saai4 mw� evwe mamwe. m" a LYNIS .P.E. SGDM MTS 13 23 Pt3T0002 c P E#Hm . am CONCRETE ANCHOR TYP.,SEE NOTE 1,SHT.I NCRETE SEE CHART SEEANCHOR IW MAX SHIM 1/,V MAX SHIM 2.04" NOTE 5,SHT.I SEE CHART EXT. SEE SEE CHART EXT. s .1 --- CONCRETE ANCHOR 4.051 2 1116' EXT. 44. " t;`�s O.C. ANCHOR SEE C BHT NOTE 1, DETAIL L. LL SHT.1 TYPICAL JAMS CLUSM FOR DETAILS CONCRETE INSTALLATION CONCRETE MN,0.P.Q&R ANCHOR NRY ETAIL P,2-TRACK FRAME JAMS ANCHOR WOOD WOOD SEE CHART SHT.1 ANCHOR ANCHOR 114'MAX SHIM ANCHOR ANCHOR EJAMB CONCRETE SEE CHART NOTE Z DETAIL 0.4-TRACK FRAM NOTE 2, ANCHOR SHT.1 2XWOOD 1 31W MIN, ANCHOR r NOTE 3. DETAIL N.2-TRACK FRAME JAMB I" MIN. rRQD=RVWUW WOOD ANCHOR 2X WOOD BUCK ANCHOR 21116' NOTE 3,SHT.I ��ONRY DETAIL M.+TRAGIC FRAME JAMB j O'C.'TYP. CONCRETE INSTALLATION WOOD INSTALLATION SEE CHART,SHT.I P-HOOK MOUNTINGADAPTOR 1318,MIN. P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID4SPAN— ANCHORS LOCATED MID-SPAN BETWEEN P4iOOK *1 BETWEEN P-HOOK INSTALLATION ANCHORS DETAIL Q 3-TRACK FRAME JAMB INSTALLATION ANCHORS WOOD INSTALLATION NCRETEIMASONRY (GROUTED BLOCK ONLY) SEE CHART, WOODANCHOR r-r—L SEE ANCHOR NOTE Z SHT.I. SEE ANCHOR NOTE Z SHT.1. LYNN ANCHOR CITY.FROM TABLES EXT. ANCHOR QTY.FROM TABLES ............ 2.SW MIN. -3.SHTS.7-9 PERTAIN TO 1.3,SHTS.7-8 PERTAIN TO THIS ANCHOR LOCATION, 2.6W MIN. THIS ANCHOR LOCATION, 58705 DETAIL S.P-HOOK WOOD INSTALLATION DETAIL T,P-HOOK OL — CONCRETE INSTALLATION I Luz OF loiillll NO CHANGE THIS SHEEr ANCHORAGE $lAfF Rom DETAILS PLO v NOMW,FL=74 Aki IL pp_ ' WOOD FRAMING SEE CHART,SHT.1 NCRET E/MASONRY 1318°MIN. P-HOOK MOUNTING ADAPTOR (GROUTED BLOCK ONLY) P HOOK MOUNTING ANCHORS LOCATED MID-SPAN t, y..;. ..�.x,,• •.: , ADAPTOR ANCHORS BETWEEN P HOOK �i.a,.;.x`.i: f{{:t,4'•c:� LOCATED MIDSPAN INSTALLATION ANCHORS :: !1 n :.'•a.. r':Ny:, BETWEEN P-HOOK •'.i �}'f•,tr•" -%t s �' t INSTALLATION ANCHORS '..'�*:+•}. ".a r• r; :b ;P: :,;..:!.�•" i• >*SEE CHART, 1314°MIN 1"MIN. t< . E.D. ••. `.. WOOD ANCHOR SEE ANCHOR NOTE 2,SHT.1. SEE ANCHOR NOTE 2,SHT.1. ANCHOR QTY.FROM TABLES ANCHOR QTY.FROM TABLES 1-3,SHTS 7-9 PERTAIN TO 1-3,SHTS.7-9 PERTAIN TO THIS ANCHOR LOCATION, THIS ANCHOR LOCATION, 2.893°MIN. 2.893°MIN. D DETAIL NN,P-HOOK FOR BOX RISER DETAIL MM.P-HOOK FOR BOX RISER INSTALLATION WOOD INSTALLATION CONCRETE rRODUCI•a81?IRi'aD 80° DETAIL V,SHT.18, 410X1. otd .c�ie �-ANCHORAGE DETAILS A' PH SMS -16) fir AI ®��°��;.� _��, __ __ • • &V.SHT.13 PANEL CORNER art" e u PANFJ. u I PANEL _ PANEL a DETAIL ` liu TYPE uu TYPE ui TYPE TYPE n A 'A' a s 'QS' a AM 'K' i i e u u u i /DETAIL EE',SHT.19. 1�X 1.40° iiu Au n h u / ANCHORAGE DETAILS'N' PH SMS(OPTIONAL) ( &'P',SHT.16 ILA AA AI SEE ` 11 0 u 8 ®A NOTE 3,SHT. iiu n u u i 9S DETAIL W,SHIT.19 Wlw- iiu u u r U I 1� 1 EXT, 116--------R A.veAee®e.JI 1 \ —. 64Sesnnaan—&J—nnnnnn DETAIL'KK',SHT.20 DLO WIDTH-NOM.PANEL WIDTH-7° 1DETAIL V.SHT.18, DLO HEIGHT-NOM.PANEL HEIGHT-828° ANCHORAGE DETAILS'E' t t t t l l t f r & )0(-909 CORNER XX(2 TRACK INSIDE 90°CORNER) 'V.sHr•13 WT \r, FRAME CORNER ........... F`p��''� 'SEE APPLICABLE ASTRAGAL&INTERLOCK PER DP TABLES DETAIL ~' V` k HORIZONTAL SECTION B-B Z*: tyoo..58.705 oil uj- d 10/11/11 C NOCHANWTMSHEET CHORAGEDE AILSIEXAMPLEELEVATIO %0.�''••.FCORt4P''�C� ,B70TEGf1Y0600Yf„BVE FFff ,� FSSroivP&; 8MC Of/08P10 B FFRdAWAfIfYIOBCOd®fFNiB A1CHgAl/8,FL 3FR76 i SAW 0 -arlgxI= SERIES 770 ALUMINUM SGD-LMI BAOC ]];; PI3t4dWABOAOFf JB N090 FL 3W4 ° + mres anogat rya �� ua A LYNN IV6LlYJi,P.E. SffD770 AiTS 1S a 29 PQTOQ02 C P.EaC86/06 DETAIL'CC',SHT.119- ^ DETAIL'BB',SHT.19 NOTES: 1.SEE SHT.17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS.18-20 FOR SECTION DETAILS AND SHTS.7-16 FOR ANCHORAGE DETAILS. JiIl 2.DLO WIDTH-NOM.PANEL WIDTH-7' DLO HEIGHT-NOM.PANEL HEIGHT-8.26' `''DETAL TF,SHT.19, `r f 6ETAIL'V',SHT 18, 3.(1)LOCK(ITEMS 70&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ANCHORAGE DETAIL N'& DETAIL EE!,SHT.19, ANCHORAGE ASTRAGAL P',SHT.14 ANCHORAGE DETAILS ANCH 'N' DETORAG 4.PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP TABLES. &'P',SHT.14 &'V.SHT.13 DETAIL V,SHT.18, ANCHORAGE DETAILS W �^ R---------r-------w t &'C'.SHT.13 PANEL PANEL PANEL PANEL Af 1'�"-—-1 0—-- -—- TYPE TYPE TYPE TYPE 1,, PANEL au PANEL uI PANEL PANEL ^ ;y DETA9 EE',SHT.19, 'A' 11 o TYPE °° TYPE ° TYPE TYPE ANCHORAGE DETAILS'N' MAX I1 0 'A' i a 'CS' 0 1 QS' K &P,SHT.14 / // / / HT. i i a , i o r i / / M1T, DETAIL'BB',SHT.19 / n0 i 00 SEE /WSEEFRAME& pp in of / EE DP S n0 °0 TABLES n° °0 wa SEE TABLES NOTE 110 0 a DETAIL JJ,SHT.20 NOTE 3 iii in ui 3 a a ;;o ;p x x x n 0 10 01 IN7 It b a ° b a _ I f ~ tII --------A W-------A f 1 l 64dma»nmc>�,}ecnnnannd -1� EXT. DETAIL V,SHT.18,'o DETAIL V.SHT.i8? HORIZONTAL SECTION A-A ANCHORAGE DETAILS T X(-90°CORNER XX(2 TRACK ANCHORAGE DETAILS'E' CONSSTRRUUCTION 0)=(2 TRACK) &'d',SHT. 90 0OUTSIDE CORNER)-EXAMPLE &'G',SHT.13 DETAILS SHT.96 EXAMPLE M"Sjcr vxvucp ` DETAIL'CG',SHT.19-� DETAIL'BB',SHT.19 DETAIL'BB',SHT.19 oaAiwrt6acFM16► rN Z � � IL VD',SM.19. DETAIL'AK,SHT.19,� C-DETAIL'HH',SHT.19, ku. ANCHORAGE DETAILS V ANCHORAGE DETAILS'S'&T. ANCHORAGE DETAILS'M' DETAIL T,SHT.18, &'R',SHT.14 SHT.14,'MM'&'NN,SHT.16 &'O',SHT.14 ANCHORAGE DETAILS T &'J',SHT.13 DETAIL 9t,SHT.18,ANCHORAGE -� DETAILS V&'D',SHT.13- PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL i 'M' 'F 'F w TYPE TYPE TYPE TYPE _ MAX 'R' 'L' 'M' 'F' = HT. POCKET I y SEE DP SEE % % % SEPARATE' / / NOTE TABLES TABLES SEE APPROVALI NOTE !° ,r� �.t� ,� ��..3, 0 3 � i X X X X t°Iltrr x = f t `�� N'I LYNN L 1111 Mk ��iii t DETAIL'Y',SHT.18, u ��''vtcHNSF DETAIL'W,SHT. )0=(4 TRACK BY--PASS) ANCHORAGE DETAILS'IC OXXXD(3 TRACK RIGHT POCKET) EXAMPLE SHT.13&V.SHT.14 *; No.58705 EXAMPLE ANCHORAGE DETAILS'F' ta &'H',SHT.13 nt% �J on1/!1 O NOCHAAWE7mshgE7 anmiEfaavaoorr vE '•.StOR�,.• _ _ _ EXAMPLE ELEVATIONS %C a oP :moo , „ �� SEfi1ES 770 ALUMINUM SGD-LMI �SSIONAL -6�17 OR. 0 am apex � A.LYMNIALLW RE. 3MC 08fib/0� Rat �D770 NTS 16 u 23 PGT0002 C P.H.@mm PANEL LETTER PANEL LETTER _ NOTE: P SBVGGE J ASTRAGAL 1.SEE DP TABLES FOR - C LOCKSIXE GOCKSTN.E by PANEL WIDTH& f�A9 APPLICABLE ASTRAGAL 6 R INTERLOCKS, ME , M r TAsm4o& LOCKME CS R Comm mffsa cK tmam Z=T AS77 4a4L o— Fm SC SX&E coRI R tit" IN LCCKBTIGE INTERtOgf RECEIVER Fom`"' t OKSTILE ASTRAGAL CO�R SINGLE Lf INTERIOR QS LCCX67XE INTERLOCK (ALI.PANEL TYPES) LO�LE w (#I ASTRAGAL / swaE CORNER EXTERIOR taoxavl "—'� IV SQ mrrERLOCK tolXC3Tlt E L L AS #mom mmE »a.= comm /� �� I WTI MOCK SA N om LR , N fiv mmOm ` ! K Cl LO cmim INrmpm Cj ( W awsw ATRAG SmG COP" IN Ir p pucrNtcv�y INTERLOCK LOCKSTI<E � w114�M.ileM► B SSE K CF INTERLOCK GOCKSr" t �N FINTERLOCK FC LOCKST/GE RECEIVER E SuvGtE somm rj� SINGLE INTERLOCK BtlTERt•= /" AJTE,R ow L = c KtOC,(37HE RR Loc#a mm f � UASTRAGAL LOCKSTIE our UASTRAQ4L GOCKSTILE �� A sBv" /ALTER= LOCKSTLLE D �I LYNN. GOCKSTILE SNGLE 1 `Z�. INTERLOCK �c J N.-55105 LOCKST2E A31TL10RL — a' .* our o 41 lI �z JJ. ?/77 C NO CHANGE77IlSSiIEET '�j�'' gTA OF ' t s PANEL TYPES .�.r' ., SERIES 770 ALUMINUM SGD-LMI "''�`rS�Ot��N��At\-� sans ammo a rErseaanclaaoEC�nalMnrrs attegxaa� s e — &-ft n rem A.,L Miurr P,E. ww RoKOm FLSaaTa SOD770 1475 17 a 23 PGT0m C P.& wos SM 08J08JGt9 R.lA SILL RISERS OPTIONS 24 23 C]EXTERIOR INTERIOR[� ° 29 (ALL VERT.SECTIONS) 18 4.055° jr 2 555° 3'� EEXT. 1.lS8T EXT. EXT. EXT. FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 62 81 I 25 DETAIL'LL'SCREEN 22 AT HEAD 2D 48 47 0 18 EXT 11 4.055' 2 &XV 2.555° DETAIL 4aIM'SCREEN EXT. 1 EXT. XT. EXT ATSILL FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER IJgA{iG'f NRh' wai�Ie tR�► AM1�I:w iDl t�. 1 S 4 r•o&l 113 5 113 5 113 EXT. EXT. D DETAIL x DETAIL 7 FIXED PANEL FD(ED PANEL FDCED PANEL SHOWN SHOWN SHOWN 6 5s EXT 12 OR 73) EXT. 72 OR 73 EXT. 72 OR 73 • 8 91 10 11 7 11 �I IIIUU 119 113 113 ``��O�yl\.Y 6 5 5 .��4�':'�GENSF''•.'r �� IC 14o.58705 DETAIL V DETAIL W DETAIL'Y' = k J.d. 'moll C /VO CHANQETHIS SHEB7 ° "� '. S'[ATE O smc otma�ro a PERCOa�onoFr vrs l sTECW, VERTtGAL SECTION DETAILS �:,O.c��;•..FLOR�O..." 9,•` suo urea A PMWA�vt WE=&l W ro. r voas SERIES 770 ALUMINUM SQD-LMI �'��`sS1O11NJ�A�!�'� a—w.apse adx NOXdMf$FL 3Y174 aot mwc �«t Dmtgpa n. A LYNN wu�t�,P.E. SMC 08 MW wA SoD»0 HITS f8 a 23 PG1Ttl002 C P.E483709 84 #DETAIL OR 81 163 113 1 B s 8 8008 81 113 113 14 67 DETAIL'CC' b BIOR81 STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL b AND STILES AND STILES 82 111 83 BOOR 61 14 103 113 86 8 17 DETAIL'11' 60 OR 81 11$ 108 106 DETAIL'HH' AT MIDSPAN DETAIL'FF'(FIXED PANEL) 409 113 16 18 DETAIL SW W'NN y�y DETAIL'EE' 8 28 62 GN � 8 w iaa 27 OR 61 00 OR 81 20 17 b DEN es AT IAMB 111 62 113 188 108 DETAIL'LL' AT MIDSPAN 28 DETAIL'DD'(FIXED PANEL) � OR 81 27 28 OR 81 20 4 INTERIOR BS (ALL HORIZ SECTIONS) 111 � EXTERIOR 113 1 02 08 1:,`.Z.O AT MIDSPAN ` DETAIL AA No,58705 DETAIL'GG'(FD(ED PANEL) *ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3, SHTS.7-9 FOR DP(PSF)ASSOCIATED WITH STILE - Its .O . ti-Net [u, J J. 101101 C NO CHANOE THIS SHEET ° �� 1o7or�aaJOaaoro HORIZONTAL SECT/OfV DETAfLS O,c' .,FLORNOP•'�, mono a Par+emaonnasconu�ura MOMFR.$WV '°° ��' SSfONAtiti'`�• sm ifnffi= A PERAVAWDADECOAAA92M8 aaegxt� SERIES 770 ALUMINUM SGD-LMI r�rrrt1��'y-��' X09 wu Not(OM18 FL 90Yf4 ® m7m NTS ?9 a 23 PG7D002 C ALP as 5 81 113 118 7 11 113 103 14 ' 5 120 EKTEMM 14 113 I-] 7 113 103 119 5 DETAIL 'JJ' DETAIL 'KK' (900 OUTSIDE CORNER 2-TRACK SHOWN) (900 INSIDE CORNER 2 TRACK SHOWN) �'��•'��° 'S� '''.*': a�uey moz JJ 90FI1H1 C NOCHMK3ETHG4SNEET ° �•• gtA�of 1d�i w� aoror,cfnva«n _HORIZONTAL SECTION DE/AILS CORNERS .......... am a a FHtb/A6aDA0EC01T8 o�xa= SER/ESTTOALUMINUMSGD-LMI � s'�O1{��11A_�4 �`�� a.-W.a� aedx lYOW=FL3W4 seQrrmsa som Gaeta aura m: -A.LYNfiJ INILLER P.E. SMC a wq sonrio HITS 20 a 23 PGT0002 C P.e.#sm ITEM PGT DV4# PGT.@ Desctilgton ITEM PGT D'4t9.# PGT.# DescrIptlon 1 17306 617306 2-TRACK HEAD 80 17325 817328 PANEL STILE 2 173D3 617303 2-TRACK HEAD WITH SCREEN RAIL 81 17328 617325 PANEL STILE(HEAVY DUM 3 17308 617309 3-TRACK HEM 62 17327 617327 wERLOCKADAtPTOR 4 17312 617312 ;-TRACK HEAD 63 1225 6TP248 VINYL BULB W87P.-THIN((NSME MPERLOaq 8 17314 617314 FRAME SCREW COVER 64 1729 71720 SILL END WEATHERSTRIP PAD 8 17317 617317 FRAME HEADIJAMB ADDON 65 17328 817328 INTERLOCK SCREW COVER 7 173D4 817304 2TWKSILL 87 17326 1 617328 ASTRAGAL 8 17301 6173M 2•TRACK SILL WITH SCREEN RAIL 88 17330 6173M HEAVY DUTY ASTRAGAL 8 17387' 617307 3.71RACK SILL 9I 17324 817324 TOP&BOTTOM RAL 10 17310 617310 4-TRACK SILL 70 173M 4173M WEATHERSTRIP EMENS40N INJECTION MOLDED) 11 17313 617313 FRAME SILL TRACK INSERT 71 1m 71806 I ur X I-X314°HIGH FIN SEAT.DUST PLUGS 12 17318 817318 FRAME SILL SCREEN ADDON 72 8163 781= TANDEM ST.STL ROLLER ABBY. 13 17316 617316 FRAME SILL SCREEN END ADDON 73 8169 mm TANDEM NYLON ROLLER ASSY. 14 17305 617306 2-TRACK JAMB 74 SILICONE Dow 8119 OR 995 18 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 M180X GEMINI MORnC2.3-PLY DUAL LOCK WA)NG TRIM PLATE 18 17908 817308 WMCIK JAMB 76 71032KIFPFX #1032X1'FL.88 SCREW W/TYIE°F"TIP 17 17311 617311 4-TRACK JAMB 77 7103239 1432 STEEL ZINC LLMit' 18 17322 617022 SILL RISER-0 78 17368 817358 3116&114 OGEE BEAD HORIZONTAL 19 17318 617310 SILL RISER-0 HOLLOW 79 17387 817387 1°IG BEAD HORIZONTAL 20 17321 817321 SILL RISER-LOW FLAT R 17369 8173M 7/16 BEAD HORIZONTAL. 21 17318 617318 SILL RISER-LOW HOLLOW 81 17360 6173rd 9/18 BEAD HORIZONTAL 22 17388 617355 SILL RISER-MED FLAT 82 i IVA 81P247K JVINYL BUS WEATHERSTW 23 173:14 817364 SILL RISER•MED HOLLOW F3 ISTAPE 11=1116°SINGLE SIDE ADHESIVE TAPE FOR IG BEAD 24 17320 617320 SILL RISER HIGH HOLLOW 28 17323 8173x1 ISILL ftER-HIGH FLAT 100 am 48082 ROLLER ADJ.HOLE PLUG 28 17333 617333 POCKET DOOR P•HOOK 101 72087 JAMB BUMPER 27 7070 87070 NEOPRENE BULB WSTP FOR P4=K 102 I= 71M DUST PI.UG - 28 17334 817334 POCKET DOOR P-HOOK MOUNT 103 8186 T8188X I-KEEPER rt�(#DUICT�iYFv 17336 817338 P-HOOK COVER 104 683 78OKEEP SCREEN LOCK KEEPER 17348 617348 POCKET DOOR P4MOK FOR BOXRISER 108 17 344 617'944 FIXED PANEL UP-8"LONG 1-10,-- OPTIONAL PARTS NOT SHOWN N DRAWING) 106 17382 617362 EXTEROR FRED PANEL RETAINER 40 4318 1 SIT1a3B SCREEN S03E RAIL-LOCKSTILE 107 1739 71738 HANOLEKR•N.TERIORRNSEDWITHTHUMBTLILOJ I� 49 7LOC KWC1,4K SCREEN LOC KSET �5� ~ 106 9719 71740 HANDLE KIT-RAISED EXTERIOR FLANOI.E 42 41818 SCREEN KEEPER SPACER SET 109 1731 781828N I HANDLE KIT.RECESSED NTELTLOR WITH THUMB TURN 43 8962 68162 SCREEN INMRL.CCKADAP7ER 110 1732 78178 1 HANDLE KR-RECESSED EXTERIOR PULL 44 4428 64428 SCREEN DOUBLE INTERLOCK 111 71C0WPSDAX#10X3/4°PH.PN,TEK-3.S. 45 4317 812206 SCREEN TOP RAIL 112 1238 SYS16 WSTP,.210X.170-FIN SEAL 46 4318 6122157 SCREEN SOTTOM RAIL 113 1712 6 .187 X 290 FINSEAL 47 686 78RAZ STANDARD ROLLER 114 71OX115M 010X 1 Iff 48 688 78RNC STANDARD ROLLER.ST.STL 116 7101IPPT #ICD(1° 49 4394 64344 SCREENAS7RAOAL 118 72WX #14-MXI'ST.STi-. W 17349 817349 OXOSCREEN ASTRAGAL ADAPTER 117 1 720X112X 014-20X7.S'ST.STL 61 1682 61692 SCREEN SPLINE-.166 116 17338 817338 CORNER RECEIVER 52 1894 81694 SCREEN SPLINE-.1TT0 118 17337 6173;17 OUTSIDE CORNER ASTRAGAL 59 61818= SCREEN CLOTH 120 17338 1 8117336 IINSIDECOMERASTRAGAL 04 1728 112°x 4°%1116"SITTING BLOCK 85 1728 1°X4°X lIIW SITTING BLOCK IL I11!( 202 MASS 7118 LAMINATED HT-HT PVB 210 GLASS LAMINATED IG 3M8T-7M8 LAMINATED HT-HT PVB ��`� LYNN�II1 rr�i 203 GLASS 9118 LAMINATED HT-HT PVB 211 GLASS LAMINATED IG I14T-7116 LAMINATED HT-HT PVB .��20�'GENE+ 204 GLASS 7/16 LAMINATEDHT.HTSGP 212 GLASS IAMNATEDiG3 t18i-7M6LAMNATEDHI--HT3GP 206 GLASS 9/16 LAMINATED Hi Hi 3GP 213 t3LAg8 LAMINATED IO 714T-7178 LAMINATED Hf-FR 80P �. 58TH NOTE:ALL ALUMINUM=6083-T8 J.1 1011111 t o tT If ;g am e>asno a C NO CHMME TM SHEET rersars y ArotL Asams° PARTS L/ST J��'A0o wraw aw 1v14U08 A IsR,MGUaDAWCOMMS7a P.O.9rwim SERIES 770 ALUMINUM SGD LMI �rrr�`'SI�O��N��A1�L��`� EMC 08/06149 1LA aNS NCXOAW,FL 54;274 A.LYNN MU.GER,P.E sGVno NTS 21 -23 PG7WO2 C P.E.# 1.303° 0.71W 1.060° 0.080" ��A 0.83° 1.060" tow 0.082" 1.888" 0.326° 0.060" 0.779" 0.752" 0.289° 0.709" 1.182" Q.082" 0.062° 02W 0.080° 0.060° 0.060" 0.767° 0.660° 1.739° INTERLOCK SCREW COVER _FRAME SCREW COVER GLAZING BEAD(SINGLE) SILL TRACK GLAZING BEAD tI,G.) FIXED PAN !ClIP FIXED PANEL RETAINER INTERLOCK (66) MAM.6o83-TB (6)MA -T8 {78)ppArL 6Q8318 (11}MarL�83T6 (79)MATL.•6063»78 (1 MArL:6083-TS (108)MAIL•6083-T8 t62)wV%T 6063-T6 1 3.802" 3.979" 3.979"I t 0.752" 2.304" 1.183" 0.888" O.OiG 0.075" 0.233° 1.645° 1.646" " 0.798° 0.082° 0.062 P-HOOK SCREW COVER 0.080° P-HOOK MOUNTING ADAPTOR (29) MAT'L:6003-TS 0.125°° 0.281° (28)MArL:6083-T6 P-HOOK FOR BOX RISER HEAVY DUTY ASTRAGAL 3.802" (30) MAT'L:6083 T6 " ASTRAGAL (68)MAT"L:6063-78 L. 4.126" 41 4. 0.874° 0.07W 0.082' 0.082° 1.304" 1.6" 0.133° J 10 P-HOOK 9"WyC«b of .1 (26)MAT L:6063-78 3.126° w*--&4LV4-LW 325' STANDARD STILE 3.126° ° TOPIBOTTOM BOTTOM RAIL (80)MAT7.:6063-T8 eilrlb {88)MAT'L:6083-T6 1.872° 0232' HEAVY DUTY MILE (61)MATE 6063-T8 0.750" 0.760° I0.082" 1.019° 1.487 SCREEN STILE .._l. 0.232" 0.082" 0.062" (40 NATL:8063-T6 0.081°----u+--• 0.7'60° FLUSH FLAT SILL RISER 0232" (16 MAT'L:6063-T6 0.232' 0.062° 0.906° 4.055' 3.306° 2.638*0.082° T 2.465°2.465° 3206° 1.587" \\ N �i \ N M1� I � 4Y z � 0.062° -mot-+ 0.062° -•►n-+- 0.082" -►t►+- �:' 5g105 HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED.FIAT SILL RISER HIGH FLAT SILL RISER - (24)MAn.6083 78 {23)MATL:6063-T8 (21)MAIL:6063-T8 1 )MAM-8083-T6 (0 MAT'L•8083-T8 (22)MATT 6083-T8 (26)MAM 6063-T8 - ar ��. 1 JJ 901E f/19 Cwww x NO CHANGE THIS SHEET f070TEfYi,tOlOC7YORNE g ;'A Sir.ERUSIOiVS ,PLO"... Is sv ft a aree t SERIES 771 ALUMINUM SGD-LM! ,,,9S)Ot4N\P• C2.� oo sm 081Q61� Ma t lYO1COMI3 A34274 a ae - mdenra ".a ALVrInf�V" `PE soD77o NTS 22 23 P(3T0002 C P.E A 88708 —SA69" �-► 8.b82" 1.046° 1.36" —`) 1.38° 1211° Cam" � 1983° 0.062" OA81" 0.081" 0 v _SCREEN TOP RAIL 0.081" (1 CK� 4TRACK SILL (45)MAIL:806346 (10)MAT'L:8063-T6 6.188° 6.526" 8.198" 5.069"ITT rTT � M--, 1211° 1 1 r—0.876° 1.993" 0.0j. - 3-TRACK 31LL 0.082" 2--TRACK HERD Wt SCREEN TRACK (9)MAIL: i-T8 SCREEN BTM.RAIL (2) TIi L 8083-T8 (46)MAIL:8063-T6 2-TRACK JAMB 7.105" 8?21° (14)MAT'L•6063-T8 2-TRAGK JAMB W/ 1 SOb" $GREEN TRACK 1.38° (15)MAT'L:6083•T8 1211° _ f 0.080°2-TRACK 81LL Wt SCREEN TRACK, `�I 1.38° 0481° (8)MAIL:8063-TS 3-TRACK HEAD (3)MAT"L:6063-T8 a.081" o a .*.a.n.�►. 9.142" 4' 11--16-11-4 5F5 OA81" 1.606' FFT TT 1211" 7.105° -� o.oeo° m zacK1LL� 4-TRACKHEAD 0.081° 0.141" (4)MATS.:0063-T6 1.W 5.821"— �----• 4" 1.6" a.5 1.6° 1.488" 0.133 60" q+ �IUtltt 6.621° ��Ny LYNN M/4 iii INSIDE CORNER A$TfiA0A1 3 TRACK JAMB F.. F� (120) MAT'L:6063-T8 OLt7SIDE CORNE RAS (18)MATL•8063-T8 y�cENS ,. {118} MA T8 CORN — *' No.58705 E 4-TRACK JMB (118 MA L *r_ 8083-T6 (17)MAT'L:6063•T8 = AAA 'r J J 1df 1/11 C NOCHANQE MIS SHEET ° " � � STATE 0 OF 7UTOTEGMGLOWDRNB I—TR ,JwNS %��' FLORIOP.•'U,\C�\ zm rvr� A Pent tnvnoscoMe®via N Q a�� SERIES 770 ALUMINUMSGD-LM! � !�i`SC)NAL ,?` / E NOICOM78,F IC. e"eo a.r. se.• uomvw. +E+ A Lym P.E. Rra sc�rro HITS 23 m 23 PGT0002 C P"Wm