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WS-15-2730 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-251514 Permit Number: WS-10-15-2730 Scheduled Inspection Date: January 27,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: REY,GONZALO Work Classification: Window/Door Replacement Job Address:98 NE 103 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060131570 Project: <NONE> Contractor: USA QUALITY CONTRACTOR INC Phone: (786)326-5710 Building Department Comments REMOVE AND REPLACE (24)WINDOWS AND(4) Infractio Passed Comments DOORS INSPECTOR COMMENTS False Inspector Comments PassedCREATED AS REINSPECTION FOR INSP-247879. CREATED AS i REINSPECTION FOR INSP-246652. No access No permit/letter on site Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid January 26,2016 For Inspections please call: (305)762-4949 Page 38 of 62 1 ALmmFAROOQ CORPORATION . CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: V&R HURRICANE PROTECTION Date: Jan 22,2016 Project Name: GONZALO RESIDENCE Engineered By:MI Project Desc.: q$NE 103 STREET Checked By: MIAMI SHORES,FL 33138 AFC Number: 16-0067 Building Height(ft.) : 15 Design Criteria: i, Florida Building Code 2014 ii, Wind Loads are calculated as per ASCE 7-10. General Notes: -Any deviations from conditions shown on calculations or drawings shall be engineered separately. -AI-Farooq Corporation will not provide a letter of compliance/inspection report unless called during installation. -Engineering drawings are checked for structural requirements only. Additional Notes: -SCOPE- CALCULATIONS FOR WOOD BUCK DESIGN.NOA COMPLIANCE BY OTHERS. Disclaimer: - This document is not valid without the embossed seal of an engineer IP.EFL# employed by AZ-Farooq Corporation. -No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional Javad Ahmad70592 EB C.A.N.#3538 9360 Sunset Drive,Suite 220 1 Miami,FL 33173 1 T:305.264.8100 1 F:305.262.6978 www.afceng.com I alfaroogCopafceng.com VNR Impact gonzalo reidence VVind Speed(mph) 175 dean Root Height N(tU 15.00 V NE 103 st Importance Factor 1.00 Height Above Gnd.Level fzj(ft) 15.00 Miami Shores, FL 33138 Exposure Category C Horizontal Dimen.of Bldg. (t.! 102.40 Risk Category 2 Roof Slope(deg.) >10 T e of Buildina VWtth Im act Protection CoefficientKh 0.85 Coefficient Kzt 1.00 Coefficient Kz 0.85 Coefficient Kd 0.85 Velocity Pressure Evaluated @a jqz/(IbRA2) 56.64 velocity Pressure Evaluated @h[qh,T f bATA2,w 56.64 Component size Gcp Coefficients Gcpi Coeff. Design Wwd Pressures(Wt42) Maik COMD Type win H in Sin UA2 Z4+ Z5+ Z4- Z5- so Z4+ Z4- Z5+ Z5- In Zone ALL 10:00 1.00 1.00 -1.10 -1.40 0.18 -0.18 40.1 -43.5 40.1 -53.7 Z5 e� ASCE 7-90 WND LOADS ON COMPONENTS AND CLADDING:AL FAROOQ CORPORATION,9235 S.W 87th AVF,MIAMI FL 33974.TEL:305-264-5900 Engineers Seat Engineers Name And Signature Design Date Design Reference Number 11221209611:16:15 AM 16-0067 AL-FAROOQ CORPORATION CLIENT: PROJECT: i ENGINEERS & PRODUCT DEVELOPMENT V&R HURRICANE GONZALO RESIDENCE 9380 SUNSET DRIVE TEL. (306) 264-810 PROTECTION S U I T E 2 2 0 FAX. (306) 262-6979 gg57 NW 148 TERR98 NE 103 ST MIAMI, .FLORIDA 33173 MIAMI SHORES, FL 33138 01-22-16 BY: C.M. AFC 16-0067 M IAM I LAKES, FL 33018 1/4"0 X 3-1/4"ELCO 37'' ULTRACON @ 10"O.0 &4"FROM ENDS Q ' D a DOOR FRAME 2X4 WOOD BUCK c V E ' L=1 3/4" • D N ANCHOR AS PER NOA. A A DETAIL SCALE: T— b WIND LOADS= 53.7 PSF ZONE 5 -`— ANCHOR AREA= 1.28 FT^2 R= 68.9 LBS SHEAR PER ANCHOR= S= R=68.9 LBS TENSION PER ANCHOR=T= R*L/D= 64.3 LBS 1/4"ELCO ULTRACON WITH 1"MIN. CONC E.D., 1-3/4" MIN. EMB, &6"SPACING Sa= 223 LBS (WOOD BEARING CONTROL) - ELEVATION Ta =475 LBS SCALE:3/4"=1'-0" COMBINED STRESSES: (T/Ta) + (S/Sa) 5 1 Engr: JAVAD AHMAD (64.3/475)+(68.9/223)= .44<1 CIVIL FLA. PE # 70592 BUCKS IS A RIGID STRUCTURES. INSTALLATION IS STRUCTURALLY C.A.N. 3538 ADEQUATE. OK TO USE, SUBJECT TO APPROVAL OF BUILDING OFFICIAL OF JURISDICTION. A2 6 2 016 k1= VRe+Rt2•Re3+2•Re2•(1 +Rt+Rt2)—Re•(1+Rt) k, = 0.409 1+Re k2= —1 +J2•(1 +Re)+2 Fyb•(1 +2Re) DZ 2 k2 = 1.337 3•Fem•Lm k 1 +Re 2•Fyb•(2+Re)•D2 k3 = 0.954 3= —1 + 2 Re + 3•Fem•LS2 PENETRATION DEPTH FACTOR,Cd: Cd = Lm = 0.83 Cd= 0.833333 if(Cd< 1,Cd, 1) 6Dn MIN.PENETRATION OF SCREW INTO MAIN MEMBER FOR SINGLE SHEAR CONNECTIONS OR SIDE MEMBER FOR DOUBLE SHEAR CONNECTIONS SHALL BE. Pmin= 6Dn Pmin= 1.50 INCH EDGE DISTANCE FACTOR,Ce: Ed = 1.0 INCH (MIN.)EDGE DISTANCE Emax= 4Dn = 1.000 INCH (MAX.)EDGE DISTANCE THEREFORE-----------> Ce= Ej =1.000 Ce= 1 if(Ce< 1,Ce, 1) Emax REDUCTION TERM,Rd: (SEE TABLE 11.3.1B-NDS 2012,PG.79) X= (MAX.)ANGLE OF LOAD TO GRAIN X=90 DEGREES --> IF LOADING IS PERPENDICULAR TO GRAIN = 0 DEGREES ---> IF LOADING IS PARALLEL TO GRAIN IF D<0.251N. ---FOR ALL YIELD MODES: Rd=Kd x Kx (SEE NOTE 10N TABLE 11.3.18) X = 90 Kx= 1+0.25 (X/90) = 1.25 Kd= 2.2 if D<0.17 (TABLE 11.3.18) 10D+0.5 if 0.17< D<0.25 Kd= 2.2 Rd= Kd * Kx Rd= 2.75 YIELD LIMIT EQUATIONS: (SEE TABLE 11.3.1A-NDS 2012,PG.79) ALLOWABLE LATERAL LOAD: (Eq.11.3-1): Z1= D •Lm •Fem = 573 LBS Rd (Eq.11.3-2): Zz= D •Ls •Fes = 591 LBS Rd (Eq.11.3-3): Z3= ki •D •Ls •Fes = 242 LBS Rd (Eq.11.3-4): Z4= k2 • D •Lm •Fem = 206 LBS Rd • (1 + 2 •Re) (Eq.11.3-5): Z5= k3 •D •Ls •Fem = 228 LBS Rd • (2+Re) (Eq.11.3-6): Z6= D22 •Fem•Fyb = 167 LBS Rd 3 • (1 +Re) Zmin= 167 LBS DURATION FACTOR: CD = 1.6 ALLOWABLE LATERAL LOAD Za: Za=min(Z)•Cd • Ce • CD Za= 223 LBS t WS 15-2730 CERTIFICATE OF LIABILITY INSURANCE DATE( 1r) 111/24/1/24/1YYY5 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 pollcy(ies)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 NAMCONTAE:CT MARTA ALONSO Flaida Bankers Insurance PHONE (305)266-6493 1 FAC No): (305)262-0679 7278 SW 8 Street AE-MAILDDRESS. marta@floridabankersinsurance.com Miami,FL 33144 INSURERS AFFORDING COVERAGE NAIC# Phone (305)266-6493 Fax (305)262-0679 INSURER A: FEDERATED NATIONAL INSURED INSURED INSURER 8: USA QUALITY CONTRACTOR INC INSURER C: 19873 NW 65 Ct INSURER D: HIEALEH,FL 33015- 305 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD UBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER M D M D GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 MAGE TO RENTED © COMMERCIAL GENERAL LIABILITY PREM SES(Ea occurrence) $ 100,000.00 A F] [—] CLAIMS-MADE0 N N OCCUR GL-0504011381-02 11/23/2015 11/23/2016 MED EXP(Any one person $ 5,000.00 ❑ PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000.00 ® POLICY ❑ JECT PRO ❑ LOC $ AUTOMOBILE LIABILITY OMBINED SINGLE LIMIT Ea accident ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ AALL UTOS OWNED ❑ SCHEDULED BODILY INJURY(Per accident) $ AUTOS ❑ HIRED AUTOS E] AUTOS NED (Peon.den DAMAGE $ ❑ ❑ $ ❑ UMBRELLA LIAR ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION $ WORKERS COMPENSATION ❑WC STATU-LIMITS ❑OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If Yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CGC1513925 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGES THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN BUILDING DEPARMENT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 AVE AUTHORIZED REPRESENTATIVE MIAI SHORES,FL.33138 a @ 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)OF The ACORD name and logo are registered marks of ACORD permilt o. 1tV -1 }- 5-2�' I !W&r,� Miami Shores Village ■ ",7)1*W(#1d0WS1ShuItterS g`n 10050 N.E.2nd Avenue NE q t aassiftcatfbn:Window/Door Reptacem Miami Shores,FL 33138-0000 z `tis— per Phone: (305)795-2204 Permit rS atusr"AFPRQVED ORttlp` Issue 66:1012912015 Expiration: 04/26/2016 Project Address Parcel Number Applicant 98 NE 103 Street 1132060131570 Miami Shores, FL 33138- Block: Lot: GONZALO REY Owner Information Address Phone Cell GONZALO REY 98 NE 103 Street MIAMI SHORES FL 33138- 98 NE 103 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 12,000.00 USA QUALITY CONTRACTOR INC (786)326-5710 Total Sq Feet: 33174 Type of Work:REMOVE AND REPLACE (24)WINDOWS AND Available Inspections: No of openings:28 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.20 DBPR Fee InVOiCe# WS-10-15-57563 $5.70 10/29/2015 Check*368 $419.60 $0.00 DCA Fee $5.70 Education Surcharge $2.40 Permit Fee $380.00 Scanning Fee $9.00 Technology Fee $9.60 Total: $419.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing i formation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize t named contractor to do the work stated. October 29, 2015 Authorized Signature:Owner / Ap Contractor / Agent Date Building Department Cop October 29,2015 1 f Miami Shores Village Building DepartmentoCT 2 7 201 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 1� : _ INSPECTION LINE PHONE NUMBER:(305)762-4949 - J FBC 201 ( BUILDING Master Permit No. W, t _ 273�) PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ® ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ®PLUMBING [—] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP ��rr CONTRACTOR DRAWINGS JOB ADDRESS: 9 L1 N `� f 0 -3 City: Miami Shores County: tel.- Miami Dade ( 3 ,R Zip: Folio/Parcel#: 1 (^ 3 Z0 CD - (� 13 _ ) S "-)� Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: f� FFE: OWNER: Name(Fee Simple Titleholder): V Phone#SOS _ Tq (A o� Address:gS K)�. b3 Y4 . City: tc nrn l S 0 ✓�S State: ) , Zip: 3313 Tenant/Lessee Name: — Phone#: Email: ^- ( p CONTRACTOR:Company Name: U SY'� ✓Gt 1'�"Y �►'1�,�.CAr;; 31Pffone#: 7�S2 4 S DC7 Address:�1 I_`1 S� 3 1� LU ("z C l City: 1 �.le;t '-y{y� State: ��.- Zip: 3 0 1-5 Qualifier Name:_�O p /kv Com® t'1 -,-""L Phone#: State Certification or Registration#: C 6 G (5 13 9 ZS Certificate of Competency#: DESIGNER:Architect/Engineer: Ctiy4i41 J�V)Y"OO j G Phone#: a05 2(p2 (jliil Address: N Z"3 5 S W �R-+ A-ja City: �'A I.�.•v. I State: Fi' zip: Value of Work for this Permit:$ 2- 6700 Square/Linear Footage of Work: 3 ( -IL). Type of Work: ❑ Addition ❑ Alteration ❑ New Pj Repair/Replace ❑ Demolition Description of Work: v� Specify color of color thru tile: Submittal Fee$ Permit Fee$ JiCI C CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ co 0 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CO TRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument lwas acknowledged before me this 2-� day of ©��-v b�� 20 G by2® day of _LJI� 201 5 by who is personally known to ��-21g",L y7_ who is personally known to me or who has produced D L- d�Z-f4'1" I me or who has produced as identification and who did take an oath. ' identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: �i Sign: G' Print. Print: 0,1377"'k,•" 0��••.�o Seal: * ' o* ho COMMISSION#EE 168377 Seal: * MY COMMISSION#EE 168377 EXPIRES:February 12,2016 * * EXPIRES:February 12,2016 Bonded7htu Budget NOM 6MCM "ryT P.c� 6OMWThm Dad9dNtMry Sery ces FOF F�0 APPROVED BY G� v' �J Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1513925 The GENERAL CONTRACTOR Named below IS CERTIFIED �Ob v"E` Under the provisions of Chapter 489 FS. o Expiration date: AUG 31,2016 v GONZALEZ, ROSELYS USA QUALITY CONTRACTOR'INC 4 1987314W 65 CT _ HIALEAH FL-3301'5 ISSUED: W0712014 y__ DISPLAY AS REQUIRED BY LAW SEQ# L1408070001694 14799 Local Business Tax Receipt _Miami—Dade County, State of Florida -THIS IS NOTA BILL - DO NOf PAY FL B T 6927439 C BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES USA QUALITY CONTRACTOR INC RENWAL SEPTEMBER 30, 2016 19873 NW 65 Cr 7203250 Must be displayed at place of business MIAMI FL 33015 Pursuant to County Code Chapter BA—Art.9&10 SEC.TYPE OF BUSINESS OWNER 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED USA QUALITY CONTRACTOR INC CGC1513925 BY TAX COLLECTOR Worker(s) i $75.00 09/15/2015 KHECK-15-162935 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit or a cerfification of the holders qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply In the business. The RECEIPT NO.above must be displayed an all commercial vehicles—Miami—Dade Code See Ba-278. For more information,visit www miemidad@govhaxcollecmr JEFF ATWATER lot,*101.WF CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 8/21/2015 EXPIRATION DATE: 8/20/2017 PERSON: GONZALEZ ROSELYS FEIN: 260306944 BUSINESS NAME AND ADDRESS: USA QUALITY CONTRACTOR INC 19873 NW 65 CT HIALEAH FL 33015 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 DATE(=AIDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 09/30/15 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,tthe poiicy"s)must be endorsed. H SUBROGATION IS WANED,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 gen of such andomement(s). _ PRODUCER fmNTACf MARTA ALONSO . NAtAE: ---i ------- ------ Florida Bankers insurance (A G N?).._...(305)262_0879 - j 7278 SW 8 Street ;ADDRESS: marts(t�floridabankersinsurance.can Miami,FL 33144 Nuc . Phone (305)266-6493 — Fax (305)262-0679 — ---- j I A: FEDERATED NATIONAL INSURED I INSURED - -- t' DMIRER e• ---- i , USA QUALITY CONTRACTOR INC INSURERC: 19873 NW 65 Ct INSURER D i HiEALEH,FL 33015- 305 i=---` - - - - --- ` INSURER F.:,.. � _OVERAGES CERTIFICATE NUMBER: REVISION NUMBER: C Tt11- IS TO CERTIFY THAT THE POM WS OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD I 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, I EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLARAS. t._..------- -- y - — pppU POLIC EFFEXP ! LIMITS �LNrsRR --TYPE OF INSURANCE aNSR wAan...__ roLlcY NUUABER _ tM1UMIDD/YYY!} �Y�YY�'� ----- EACHOCCURRENCE �$ 00 ---1,000, 0.00 GENERAL LIABILITY i DAMAGE TO RENTED - -- ® LIABILITY PR COMMERCIAL GENERAL L100,000�OU ._..._..._. CLAMdS MADE OCCUR MED EXP(Arty are person) I $ 5,0.00 A ❑ El ® N GL-0504011381-01 11/23/2014?11/23/2015 PERSONAL&ADV INJURY $ 1,000,000.00 Fl GE AGGREGATE 1 $--2=�' i ❑ NERAL A ----------- — ----- i i PRODUCTS-COMP/OP AGG_I$ 2,WO,00000 . GEML AGGREGATE LIMIT APPLIES PER — _.... _-._ i i $ ®POLICY ❑ PicCT ❑ LOC - --- ...... I - --- ! - '- - C�Ok18INE0 SINGLE LIMB I AUTOMOBILE LIABILITY -(F---)acadr:rd—-_ $ e j ! BODILY INJURY(Per person) II ❑ ANY AUTO ❑ AUTOOSS ❑ AUTOOWNED S ED BODILY INJURY(Per accidentALL $ ' E--�- i NON-OY>iNED i I Per.aa�deni $ i❑ HIRED AUTOS ❑ AUTOS -- -— El ❑ UMBRELLA LlAB TEACH OCCURRENCE y$ ❑OCCUR i i ! ---- ___.............. i AGGREGATE ;$ ExCE58 LIAR __-- ------..i ❑ ❑CLARKS-(+RADE --- -_ ...._ _. - ..._ OTH-1..$ WORKERS COMPENSATIONO ._...----..._._.....__....._..---( IL�.TORY LOtAITS ❑ER AND EMPLOYERS'LIABILITY YIN { {E. EACH ACCIDENT $ ANYPROPRIEfpRIPARTNER(EXECUTIV OFF ICERrI EICCLUDED? -f11 MIA!, E.L.DISEASE-EA EMPLOYE$ - i if yeg deecritre rstder i ; E_L.-DISEASE-POLICY LIMIT $ -----..._..--------. r—anRiPTION OFOPERATIONSbet0w DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(Meade ACORD 101,Additional Remarks Schedule,H mare space is required) `i CGC1513925 I I CERTIFICATE HOLDER CANCELLATION __..... .. .: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGES THE EXPIRATION DATE THEREOF,NOTICE Will BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, BUILDING DEPARMENT 10050 NE 2 AVE AUTHORIZED REPRESENTATIVE MIAI SHORES,FL.33138 ®1988-2010 ACORD,CORPORATION. Aii rights ACORD 26(2010105)QF The ACORD name and logo are registered marks of ACORD n .•.•• Miami Shores Village Wod Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 Notice to Owner— workers' compensation Insurance Exemption 77 k. t' Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if. 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this da of C)�+ '— ��, - a Y � ,20�. By��"n Z��o / who is personally known to me or has produced D L ' ®00-29-4-a39 Sa �entification. 44-761 '12-1 Z—1 1 �otN�;:osio CARLOS M SJSA Notary: * MY COMMISSION 8 EE 168377 EXPIRES:February 12,2016 SEAL: �,9T \aP o� Bonded Thru Budget Notary Services U SA QUALITY CONTRACTORS, INC. 19873 NW 65" CT Miami, Fl 33015 Ph: 786 326 5710 Email:roselys68@yahoo.com CGC# 1513925 Miami October 21, 2015 State of Florida County of Miami Dade Before me this day personally appeared Roselys Gonzalez who,being duly sworn, deposes and says: That she will be the only person working on the project located at: 98 NE 103 St,Miami Shores, Fl. 33138 Sworn to (on affirmed)and subscribed before me this 21 day of October,2015, by Roselys Gonzalez Personally Know Or Produced Identification Type of Identification ProducedAi' y ',5 -420--4 9.5$i-) 94F 53/v1/zz>, +6"t•!Nb CARLOS M SOSA * * MY COMMISSION#EE 168377 EXPIRES:February 12,2016 ��9rFov FLD0 Bated ft Budget No"Services P ' , Type or stamp Name of Notary I OOT 2 7 2015 MIAMI•DADE —_ 11I--DADE COUNTY,FLORIDA R1111111110 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOIIIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADWIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wvww.miamidade eoviecoftomv PGT Industries,Inc. 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 RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"SGD--770"Aluminum Sliding Glass Doors w/900&1350 corners:- L.M.I. APPROVAL DOCUMENT: Drawing No.PGTO130 (former PGT0002 Rev C),titled"Series 770 Alum. SGD—LM Impact", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/05/07 with the latest revised on 01/30/1.5, 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, series, and following statement: "Miami--Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been 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 he done j,itg pptirety. . 0 0 09 INSPECTION: A copy of hs e%966901 shall:be provided to the user by the manufacturer or its distributors and shall be available fw.�sjT jti;V at ifiq jqi�site at the request of the Building Official. This NOA revises and renews NOA No. 14-0123.10 and consists of these pages 1 and 2, and evidence pages E-1,E-2 and.E--3,aswell as approval document mentioned above. The submitted documentati4nn was:•evieweJ'by,Jaim1 Wscon,P.E. .. . . . •' •• NOA No.144128.11 MIAMhI)ADFz C4UNiY •.• • •.• • • • • 111WS Expiration Date: February 17,:W20 6 Approval Date: February 12,2015 Page 1 . . . . V: . . . . ... . . . ... . . Y , i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/05/07 with the latest revised on 01/30/15, signed and sealed by Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with.marked—up drawings and installation diagram of aluminum Sliding Glass Doors,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTLr-7554, dated 11/01/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 14-0123.10) 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 aluminum Sliding Glass Doors,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.'s FT"980—R, FTL-6001—R and FT"015--R have been revised and reissued on 12/29/09,all signed and sealed by Julio Gonzales,P.E. (Submitted under previous NDA No. 09-0826.10) . .. . . . . ... . so see • . • . ,.. Jaime D.Gascon,P.E. • Product Control Section Supervisor ' NOA No.14-012&1 a . .. . . . . . .. Expiration Date: February 17,2020 Approval Date: February 12,2015 . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . 7 i PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(Conk UED) 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,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI -5980, FTL-5993, F"r"036, FTL-6001, PTL-6014, FTIr--6015,FI'"017, FT"023, FTI.-60245 FT1-6025, FTIf-fi028, FTL-6031, FTL -6033 and FT"036,all dated 08/10/09,signed and sealed by Julio Gonzales,P.E. (Sub»pitted under previous NOA No. 09-0826.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to and complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer,dated 01/30/15,signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite@ PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. I1-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC a Edition (2014), issued by manufacture,dated 12/17/14,signed and sealed by Lynn Miller,P.E. 2. Statement letter of conformance and complying with FBC 2010, issued by manufacture,dated 01/24/14,signed and sealed by Lynn Miller,P.E. (Submitted under previous NOA No. 14-0123.10) 3. Statement letter of no financial interest, issued by manufacture,dated 01/24/14,signed and sealed by Lin Miller,P.E. . (Srrbrnitted.,ker p 'v P ' �1,ti4&.-*14.. 0123.10) 00 see 00• • . . . . • .•• ••• . .•• Jaime 0.Cascoil,P.E. • • • • • • • • .- Product ContraI Section Supervisor •• ..• .. NOA No.14-0128.11 . . . . . . ••• • ••• Expiration Date: February 17,2020 Approval Date: February 12,2015 . .. .• . . . .. .. ... . . . ... . . r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory compliance letter for Test Report No. F TL--7554, issued by Fenestration Testing Laboratory,Inc.,dated 11/01/13,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 14-0123.10) 5. Proposal issued by Product Control,dated 08/12/13, signed by Jaime D.Gascon,P.E. (Submitted under previous NDA No. 14-0123.10) 6. Laboratory compliance letter for Test Reports No.'s FTL-5980-R,FTI.-6001-R and FTL-6015-R, reissued by Fenestration Testing Laboratory, Inc., all dated 12/29/09, signed and sealed by Julio Gonzales,P. E. (Submitted under previous NOA No. 09-0826.10) 7. Laboratory compliance letter for Test Reports No.'s FTL-5980, FTL-5993, FT"036, FT"001, FTL-6014, FTL-6015, FTL-0017,FTL-6023, FTL-60249 FT"025, FTL-6028, FTL-6031, FTI -6033 and FT"036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed by Julio Gonzales, P.E. (Submitted under previous NOA No. 09-0826.10) 8. Proposals No.'s 09-0177, dated 03/17 & 31109, 09-0177A, dated 05/07/09, 09-0177B, dated 06/09/09 and 09-0177C, dated 11/18/09, all issued by Product Control,signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 09-082610) G. OTHERS 1. Notice of Acceptance No. 14-0123.10, issued to PGT Industries, Inc. for their Series "SGD 7'70 Aluminum Sliding Glass Doors w/ wo Reinforcements", approved on 02/06/14 and expiring on 02/17/15. .. ... . . . . . .. . .. . . . . ... . • ••• • ••• • ••• Jaime D.Gascon,P.E. Product Control Section_Supervisor •• NOA No.14-0128.11 . .. . . . . . .. ••• ••• Expiration Date: February 17,2020 Approval Date: February 12,2015 • • • • • • • • • • ••• 0 0 0 ••• 0 0 � 4 - SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: Frettta MIrL Edge Min ° INCLUDING POCKETS&900/135° CORNERS i�"P 110r SubsMember ols1. Efrtlledment t W) meawswijamb IMF- GENERAL NOTES 1 114•Elco Ullmoon urgraaod CMU,(ASTM CSO) Jamb @* 2-117- 14W 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&6. 1 Grouted CMU OSIM min.2 kal SWJ .lamb only 2-Ur I-Sw 2)DESIGN PRESSURES: 114•Etoo 4t0 S.B. Concrete Imm.3.38 kis) Hemmil/•letnb P 1314' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 CteteFlex Ung cmu.(ASTM C-0) Jamb Wre7 2-1r 1-V4' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T.Scuumm mma(Go-m55) Head18m/Jamb 1" 1'396' 3)ANCHORAGE'THE 33.1/30/5 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS VV Elco U bscon Conorate mhL 2.88 ke0 Heamm 1" 1318" PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTA T CMU C4I0 Jamb fi 1.114' P.T.8outhem Pbre(86=088) He�18 U mmb 3W .08 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,t8$or Oto Aiundnwe �. HeadI8l0Namb are" 0083" BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 11A.SMS, Steel HBeQBmlJamb 0 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE NI" 3 " 11 0ine8da�") Steel OW,A653 6r•33" Head/Sm/Janib are" a I 6)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITHCoiraBte 433"M 3.278 kel Head=Jamb Mir tale' NARROW JOINT SEALANT, 11'r am t&8 S.B. r 33 CM , m C-W) Jamb ores r Mw 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,AJNSVAF&PA NDS FOR Aggre-Gator Grouted qdU TM Gvu,mm 2 kel grout) Jamb oNg r Y WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Swillm Pine 86=0.66Headrem/Jamb 1° 1318' •7)To PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T. m PIN .68 WeiMm/Jmnb OM0- 13re" *CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 012,Steel SMS G5, ARM=.0063-T6• 7teediBivJamb 318° 0.083' •••• 985WOR SIZES jJ, �VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11 thread38"sAn) Steel,AHeaftlIV are' 0.080' • • FLORID&BUILD G, APPLICABLE. Steel StW,A653 Gr.33' Head/empamb 318` 0.0451" • REPORTS:FTL-8880,FTL5993,FTL-8001.FTL-8014,FTL-8016,FTL-8017,FTL-8022,FTL-6023. 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. •••••• PTL-60A.FTL-80=6,gTL-64M FTL-6031,FTL5033.FTL-8038 AND FTL-7664 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND •• • •••••• TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. • '°P-HOOK INSTALLATION REQUIRES 2.893"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR • ANCHOR NOTESt • ALL SPECIFIC P-HOOK REQUIREMENTS. •••:•• •1)F NCRE dit?JBSTRATE APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI-DAD COUNTY APPROVED ELCO ••••• ANCHORS.SEE TA13brokON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE RE IREMENTS. • • • FC§QTHER So SS It APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP •••••• 3)WOOb BUCKS D �ICTED AS 1X ARE LESS TWIN 1-1/2°THICK.PROPERLY SECURED,1X WOOD B ARE OPTIONAL IF UNIT IS :0090: • INSTALLED DIREC111WdrO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1W THICK OR G TER.1X AND 2X BUCKS SHEET •••••• USED S I SIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK D SIGN AND INSTALLATION IS THE • •�POMSIBILITY F T ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. GENERAL NOTES.............1 • I EXAMPLE CONFIGS..........2.3 4WAL SUBSMEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT ORIDA BUILDING CODE AND TO GLAZING DETAILS............4,6 0:0••• BE REVJEWED B ;ITE AUTHORITY HAVING JURISDICTION. ANCHORAGE.......... 6-14 •O)OF69K IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON�HRINK,NON-METALLIC GROUT, DESIGN PRESSURES......8-0 SAX.14'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,308 F4T PAPER OR MASTIC IS ELEVATIONS.....................16,16 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17 TABLE B,SEE DETAILS ON SHEETS 4&6 CROSS SECTIONS............18,19 ohm Description sted Intert PARTS LIST.......................20 P N from Extedor m orI EXTRUSIONS.................... 1,22 03 7/18"Lmobuded:(2)Lbe of 3r18"HS Glass vdth.090"PVS hWayer PRODUCTRUNEWED 03A 911V Lamb~. Lbs of V4'HS Glass w9h.OW PVS hiledspr vs o*��whhlbo tnWdda ,{ 04 7118'Lamhmted Utas of 3118'HS Gbos xtth.OW SG Ireed m DESIGN PRE88l1RE RATING IMPACT RATBQO A�� r� 711 04A 9118'Lamirmfed Utes of V4"HS Gtaee W6h.090'SG ireada7o SEE TASLE81,2&30N RATED FOR LARGE&SMALL (20 O G5 1'Laminated LG.:3118'T Exterior +3r8'Air 8 +Vir laminated; Utes of 3/18"Fre meas vd91.09V PVS SHEETS 8 7 8 8 M188ILE IMPACT RESISTANCE Y y�. GSA i'Lm hated LGL:114*T Extefr Ca +8116'M +7N8'LWwt* Ldn of 3118"Fre Glass%th.080'PVB INmtiumi rn. (1-141-11}f/) GS 1"taminatd L0.:VII TExledo +318"Ali Space+7118"LemNetet(0 Utes of 3116'H8 Glass vMh.090`80 In GLAZING NOTES: `��` pN ,, ....AI/( ,/ioi GOA 1'Leask"LG.:114"T Extedor Cap+6116'Air Spm+7/18"Lembieted; Utes of 3H8'HS mass vAIo.09V 80 "ANN"-ANNEALED ......... � ENSF'•.�t<p G7 7118°Lemtnsted:(2)Lbs Wf 3116"ANN mase w8h.090"80 Irde r "HS°=HEAT STRENGTHENED G7A 9118'Lmmkretat Lbs M or ANN mass wlih.w SO ww er 'T'-TEMPERED N0.68705 GO 1'Laminated LG.:3118"TExtedo +3f6 Air 8 08+7118'Laminated Mutes of 3118 ANN Glass vA91.080`80 bile r "PVB"=DUPONT.080°13UTACITE PVB = ' GOA 1'laminated I.G.:1W T Exledor Cap+S/16"Alr8 ce+7718'Lembudedi LOes 03118"ANN mase w0h.090'80 Into r 'SG'-DUPONT.090"SENTRYGLAS omww amro7o rtrcldvaooroaNa GENERAL NOTES AND MAP '�;°(t` '<OR10P••'G��' titt�oS2>a wx SERIES 770 ALUM.SGD-LM IMPACT S/ ftft^ A.LYNN R,P.E. JR 1~4 °`" CERLOFavOLAl is • 860-s10 NT3 1 -22 PGTO130 RE.0867M EXAMPLE CONFIGURATIONS 1)ALLCONFIGU CONFIGURATIONS NOTES: 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX,UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL'Jve,°Je,-Kw'OR°Kc°INSTALLATION. EXAMPLE:4-PANEL)O=IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH (ER L WIDTH pX)Mp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 LES 1-3 CAN BE OXXXP. _rid---i -�� --^i 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. MAX UNIT UNIT / / 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. I I PER TA S 13 / i G HEIGHT BLE31-3 s "X°-OPERABLE PANEL, I I @ 'O°=INOPERABLE PANEL, POCKET I POMT "P°=POCKET DETAIL LETTER s� °w"=WOOD OR METAL INSTALLATION 1-PANEL r 2-PANEL - r--- °c°:CONCRETE INSTALLATION "• CONFIGURATIONS CONFIGURATIONS L—SHEETNUMBER •••••• • • MAX.UNIT WIDTH • • • • • MAX.UNIT WIDTH DLO WIDTH-NOM.PANEL WIDTH-T •'•••• DLO HEIGHT-DOOR UNIT HEIGHT-10.126" •••••• •NOM.PANEL WITH • NOM.PANEL WIDTH '• • PER TABLE jo, • PER TABLES 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.888" ••••• • ••• Jc I o im • • i MAX.UNIT ••••• ••kgpX UNIT 1 I 1 • • '• WOGHT HEIGHT •••••• PER PER TABLES 1-3••• / / / _ 3 TABLES 1-3 ' / POCKET S1 .� / / / / POCKET I •• •••• PASIEL CONFIGURATIONS � J ...... 4-PANEL CONFIGURATIONS MAX.UNIT WIDTH MAX UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1-3 PER TABLES 13 �piyigg wltlr,lbs Flom& al-A. Im Im all MAX.UNIT / I MAX. / / NOTE A � �l zo 0 HEIGHT / t PER / / 2.THIS ` PER TABLES 1-3 I TABLES 1-3 / / SHEET. NI i p. , r / -J�� ---J LLL- 5-PANEL CONFIGURATIONS CORNER,TYP. No.5e705 (OUTSIDE CORNER SHOWN - o INSIDE CORNER SIMILAR) SOT TATS i 1u SEn <(/ 1070 EC MOGYO1mLu. EXAMPLE CONFIGURATIONS 1A.'•.�toRtoa.•'G?,� FL 89M ��.imSERIES 770°ALUM.SGD-LM IMPACT ' / 111*� wavmA.LYNN MILLER•P.E. A 1WI0114 cexr.oFAvrrc,�2ae &#•7T0 NTS 2 -22 PGTO130 P.EJ 58705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 356-7/16'®96'HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4'®120'HEIGHT LOCATIONS USING DETAIL°Jw","Je,'KW"OR'W INSTALLATION. NOM.PANEL WIDTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 p=O(p,p)XXX OR XXXXp.OXX(IN POCKET CONFIGURATION -r\r--- CAN BE OXXXp. 2)90'&136°CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT �I ilia 98"OR 120° I 3)FOR NOM.PANEL WIDTH,SEE TABLES 13. "X°-OPERABLE PANEL, Porter i '0'-INOPERABLE PANEL, °p"-POCKET 6-PANEL CONFIGURATIONS • •• DETAIL LETTER • • i•i •• • •• i 'w"-WOOD OR METAL INSTALLATION •••••• • • s MAX UNIT WIDTH • • • • • °C"=CONCRETE INSTALLATION •••••• •••••e • NOM.PANEk WIDTH• L—SHEET NUMBER •• • PERT E 13• \r---� •i•••• •• • i DLO WIDTH-NOM.PANEL WIDTH-7° • • • a DLO HEIGHT-DOOR UNIT HEIGHT-10.126' ••••• • ••• •• PANEL HEIGHT-DOOR UNIT HEIGHT-1.868' •••i•• •♦ WAX.UNIT• • • •HEIGHT, i••••� • I�RTABLEST• •••••• •••• •w•••• POCKET 1 e• •••• a 7-PANEL CONFIGURATIONS i r • • MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 -1\r---� � �mptypawid,me�fa 11M ILn IM 112N Q MAX.UNIT W o HEIGHT PER TABLES 13 VILLALL-j / / ` / POCKET 8-PANEL CONFIGURATIONS \r No.58705 MA-T w, +oror6OMOLOoroRAW EXAMPLECONFIGURATIONS i . FLORIOP••'�\�� N.vewrc8 rr.sears fee+}4soreap SERIES 770 ALUM.SGD-LM IMPACT BM,oiffit arra •°,toss A.LYNN MIH P.E. JR' 11~4 o cs esrsr oPavn+saaaos sc�no NTS 3 d?2 POT0130 P.E o 88706 GLAZING DETAILS(G3,G3A, G4,G4A, G5&G5A . 7/18°NOM. 7/18°NOM. l"NOM. 3/18"HS GLASS 3/18"HS GLASS--\ 3/18°HS GLASS .OBD"PVB .080"PVB .080" 3/18°HS GLASS 3/18°HS GLASS--\ 74 3118°HS GLASS 74 3/8"AIR SPACE 74 82 82 I 3/18°T GLASS 83 EXTEMOR 3/4"NOM. EXTERIOR 3f4"NOM. 3/4°NOM. G3 BITE a BRE ASS69 GLASS BRE BRE mum • •• • • ♦ 79 • • ••• • • •• 64 64 •••••• • • • 66 • • • • • 0000•• •::••• •• 7/16"LAMNATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 • 000000 •• .• •• • • • • •••••• • 009 0000•0 • ••••• •• • 8/16�PgM. 9/18°NOM. 1°NOM. • • • • • 3/18°HS GLASS i••••s • •• 1/4"Hf I�L�I�uS 1/4"HS GLASS I m.PVB • • • •014 .OgO"SO 3118°HS GLASS •:•••• •••••• 1/4°A beM 74 1/4"HS GLASS 74 8/18"AIR SPACE 74 • 0000 • •• 1/4"T GLASS • 82 10 82 — •••••• • • • 83 0000•• • €XIEW� 314"NOM. EXTERIOR 3f4°NOM. r314OM.GLASS 66 SSG7 BRE ,� BITE E M99 DR 81 81 Zn 1�3 79 PRODUCIrREMWISO 64 64 68 A«c�. Fort �G 1�• 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS E G4A 1"LAMINATED I.G.GLASS,TYPE G5A 7 M( Dada Pm&td COWMI GLAZING NOTES: LYNN 'ANN'=ANNEALED ��•'�.cENSF' "HS"-HEAT STRENGTHENED "T"=TEMPERED No.58705 "PVB"=DUPONT.090"BUTACITE PVB i "SG"=DUPONT.090"SENTRYGLAS O: o I S :�O• ATERWNvr paw F •(�j�: ro�oTEcrdvoroortrxrve GLAZING DETAILS n •• a 11 2 N raw re L SERIES 770 ALUM.SGD-LM IMPACTaA1 "*d"* sur" ersx a,myra a.,G ��•r I411.1ER P.E 1 0/14 aa" CERr.or:a mmm • sou77o NT3 4 s 22 PGT0130 FEafie7os GLAZING DETAILS(106, G6A, G7,G7A, G8&G8A 1"NOM. 7/18"NOM. 1"NOM. 3/18°HS GLASS 3/18°ANN GLASS--\ 3118°ANN GLASS- .090"§G— LASS.090"SG .090°SG 3/16"HS GLASS •090"SG 3/18"ANN GLAS 3�"AIR SPACE 7q 3/16"ANN GLASS 74 3/8"AIR SPACE 74 3118"T GLASS 3/18°T GLASS — 82 , 3/4"NOM. r3/48OM.•• 3/4"NOM. GLASS E9 SS66 GLASS fir' E •••••• • • SITE BRE EXTEWOR • • • E • • a • I •••••• • • • •• • so 79 70•• 64 55 ••• •• ••••I` LAMINAM"I G.GLASS TYPE G6 7116"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 • •••••• •••• •••• 1-NOM. 9118"NOM. 1°NOM. •• •••• 3/18"HS4BLASS • 114°ANN GLASS 3/18°ANN GLASS LAG 5 080°SG • •••�1/18"HS GLASS- ow 3/16"ANN GLASS 6/16"AIR SPACE 74 1/4"ANN GLASS 74 6/16"AIR SPACE r314"�NOM. 83 116 1/4"T GLASS 82 1/4"T GLASS 83 3/4"NOM. 3/4"NOM. EXT MOR GLS GLASS a BITE so BITE EX RroR ' a 79 E, 79ODUCTRBN 55 Ee 'HFLe,4M °�°''c•NDAD ,o �8 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A GLAZING NOTES: ��•'•�,�CENS�c'••�F��: "ANN"=ANNEALED ; "HS"=HEAT STRENGTHENED st "T"=TEMPERED _ No.58705 _ "PVB"=DUPONT.090"BUTACITE PVB "SG"=DUPONT.090"SENTRYGLAS = 0 3 u �5 :u/- R.ww oft am ro7oTEammoorvrmvesum ear GLAZING DETAILS � N. +asevs �r/gao•rcnu SERIES 770 ALUM.SGD-LM IMPACT Sp ANAL r? •." A rf1�uLL�IR P.E. JR 01laH4 w. CM.OFAUMMM T. soa77o NTS 6 -122 omens PGT0f30 RE.Nse7os TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for au sizes:+80!-80 810 Height to Max.(+)DP confl urations on Sheets 2&3) (May be limited by Table 1A) (Water tght ron ) g For comer astragal anchorage on 80-or 135°comer units,an sheet 11 SRI Riser HeIght (+)Design Table applies to Glass Door UkkR (Flat or Box,sae Sheet 17) Pressurepal Types 3,3A,6,5A.7.7A,8 DI Mw W710" Flush-1-117' see note 3 &SA and the Stile/AstragalArchor Group AnchorGroup AndwGioup r Group Lav-2-11r +48:87 was sham below. 1 2 3 4 1 2 3 4 1 tr-4 3 4 1 2 3 4 Medium-3.114" +60.0 HeadfSW 1 + + 2C4+1 + + + + + + + + F7+8' + Ht -4- +80.0 24- DLU Jamb 8 8 8 8 8 8 8 88 8 8 8 8 SEE NOTES 1-3 P-hook 8+7 8+7 0+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 231 HeadlSlil C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 .iamb 8 8 8 8 8 8 8 8 8 8 8 8 • • • O WI�oYi• 8+ 7+8 7+8 7+ 7+8 7+8 7+8 7+8 7+8 7+8 7+8 •••••• lil C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1F7+8 C4+1 04+1 C4+1 CA+1 C4+1 • • r �O Jamb 8 8 8 8 8 8 8 S 8 8 8 a 8 8 8 HIVA6• • �4took 8+7 8+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH3w + 04+1 C4+1 C4+1 C4+1 C4+1 04+104+1 CA+1 C4+1 04+1 C4+1 1 C4+1•�•••• 42- �O Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8+7 8+7 8+7 8+7 7+8 7+8 7+8 +8 7+8 7+8 7+8 T+8 7+8 7+8 7+8 IOH RATIO 21 ••••• • •• HeadVA• CA+2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+• 41- 8 8 8 8 8 8 8 8 8 • • DLO 9-hook 8+7 8+7 6t7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 •••• OR EXAMPLE O TABLE,SEE SHEET 7. • • • 00.00• • OH RATIO.OH LENGTH •�•••• •eft. 0000•• OH HEIGHT • q 61 FIVE PRWSUW IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4°SILL. • 2)WHEN USINGTHE 2-1/8o SILL,POSITIVE WATER DP IS 46.87 PSF MAX.WHEN USING THE 3-114"SILL,POSITIVE WATER OP IS •••••• •".Q Blt MAX.Wft USft THE 4-SILL,POSITIVE WATER DP IS 00.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH rrABLEeIA. NOM.PANEL WIDTH-7- C�k..W., R gVFI�Tv RAT(OPI WHEREAS THE 1-1/2"SILL IS NOT AND MUST _ _ ".' 'Lai.➢:t?'�3F��"tiTS€�sti.:::.:';b". -tea� _ :'!NS'ti�.k..: - T'3�3i;1,+w..£`�Z.'7E„ti..".:,,,.� « ..rlc�..'•Gan'C. --:�'�;`—•— -...-- - .. ez :=.ire ti.r"-i_. t�7• a '3a9r. .rviiSiHi;waY�"vS-vcscfrfvkayskldiie3i�Fr�¢6�SnE- .iisSei'' ".ii:'�' _.:._ 'tg'. .pSt3srr ..... --- ..._ ._..----........ ... .:_ ..._`::::- 6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-CA- 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Interlock P-hook Lockstlle&�lamb Straight Astragal Lockstile @ d @ 135-Astragal Lockstlle @ Assembly Straight Astragal 90-Astragal Assembly 135-Astragal PRODKTRRNRWRD Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile ��] Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile 8dtdb gCade � Standard Astragal Outside(Corner 1Outside Cotnsmacepa«m`�-� Corner°� . 017V Inside Miami Ih�ds �ii 4bplsl.. Inslart ��O`�`( .5 N InsldeCo Corner 1corner .•'�GENSE'• p �� ' Part#60(Stile) Part 1161(Stile) Part#119(Out.) Part 061(Stile) No.58705 Part#60(x2) Part#60 Part 960 Part#60 Part 4118(Corner Parts 831&032 Part#61 ; Part#67(Astragal) Part#120(tn.) - Receiver) (Com.&Fxd Mount) ,` 1970 TECIDOLOorORW DPANDANCHORAGE ' ';PR.Ow ado •• <tortto�.••'G�'�: 75'ww swift- t9x1y40.1eas SERIES 7700 ALUM.SOD-LM IMPACT x� r 'r A-Lr t�r WEtR,`P� .E. WiEw tm rmes 130 P E@ 68705 JR 101104 CERT.oaALmNTS s22 PGT0 4 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for ail sizes:+801-60 For comer astragal anchorage on 00"or 135°comer units.see sheat 11 (May to Umkad by Table 2A) Door Una HOW Table applies to TA. &6Aer 1 1 20• 4.4A.6,6A.T,7A,8&8A01.0 ITU OLO ww 1140 07-7 0 'DLO 09.7/8'D O and the sale/Astragal typesr r(honGroup G" shown below. Group 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 + +1 + r + 04+ + + + + ♦ +1 ♦1 C4+ +1 + +1 ♦ H ♦ 1 ♦ +1 +1 + 24• Ir Jamb 8 a 41 8 8 8 8 6 8 a 8 8 a 8 a 8 10 10 10 10 10 t0 t0 10 10 10 10 10 10 10 10 10 P-hook 0+7 0+7 8+7 8+7 7+8 T+8 7+8 7+8 7+8 7+8 7+8 7+8 7+g 7+8 7+8 ;7 8+9 8+9 8+9 —WONT 8+9 8+0 8+9 8+8 9+10 0+10 8+10 8+10 9+10 9+10 9+10 9+10 Headi88 04+1 CMi CM1 H C4+1 C4+1 1 54+1 CMI 64+1 G1+1 04+1 C4+1 04+1 C1+1 04+1 C4+1 CA+1 COI CA+1 CA+1 Gt+1 04+1 01+1 CA+1 CA+1 C4+1 CMI C4+1 CAH 04+1 30" Jamb 8 a 8 a 8 8 8 a 8 a 8 0 8 8 8 a 10 10 10 10 10 10 10 /0 10 10 10 10 10 10 10 10 DLOP ti�ic 8+7 a+7 6+7 6+ 7+8 7+8 7+8 7+817+8 7+6 7+8 7+017+8 7+8 7+8 7+8 8+9 8+9 6+9 8+9 8♦9 6+9 8+9 8+9 9+10 9+1 9+10 9+10 9+10 9+10 9+10 8+10 Headlaf9 CAH 04+1 04+1 Cd+1 C4+1 C4+1 1 04+1 C4+1 04+1 04+1 CMt C4+1 04+1 CMt 1 C4+1 C4+1 C4+1 CA+1 CA+1 C4+1 C4H 04+1 CA+1 G4H CN1 C4H CAH CA+1 04+1 04+1 3a• D O Jamb 8 8 8 a 6 8 8 e 8 6 8 8 a 8 8 10 10 10 10 /0 10 10 10 10 10 /0 10 10 10 10 10 P•twok 7 8+7 0+7 a♦T +8 7+8 7+8 7+9 7+8 7+8 7+8 7+6 7+8 7+8 7*8 ,7+8 8+8 8+8 8+9 8+9 8+9 8+9 8+9 8+9 9+10 8+10 9+10 9H0 8H0 8♦10 9+10 8H0 +1 C4+/ 04+1 C4+1 CMI C4+1 C4+1 C4+1 C40 04+1 04♦1 C4+1k2WC74+2- C1♦1 ♦1 04+1 CAH Gi+1 C4+1 C4+1 CMI CMI OW C4H CA+1 Ca+1 C6+1 CA+1 C40 C5+1 C6+1 1010•••• 4Y 8 8 8 8 a 8 8 8 8 e e 8 8 10 10 10 10 70 10 0 10 10 t9 10 /0 10 t0 10 0 • • F P4" 6+7 0+7 6+7 7+8 +8 7+8 7+8 -779, 7+8 7+8 7+8Is 7+8 8+8 8+8 8+9 8+9 8+9 8+9 8+8 8+8 8H0 9+10 9+10 10 9+10 9+1019+1019+10 W- HWW C4+2 C4+2 C4+2 +-2 a+-2 CM2 2 C4+2 2 OM2 C4+2 +2 C4+z C4+2 C4+2 C4+2 04+2 C4+2 04+2 r15+z 2 C4+2 C6+2 C6+2 C8+2 C8+2 C8+2 C8+2 C8+2 0:0.10• 48' o4i" 8 a 8 8 8 8 8 a 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10mioP 8+7 8N 8+7 7+8 7+8 7♦8 7+8 +8 7+8 7+8 7+8 7+8 8+9 8+g 8+9 &9 &9 8+9 8+9 +8 e+" 9+10 9+10 9+10 g+100 10Head IJ C4+2 C4+2 OM2 C4+2 04+2 G+2 C4+2 2 CM2 C4+2 C4+2 04+2 +2 � e 8 8 a 8 6 8 8a a 8 6 6+7 e+7 6+7 7+8 7+8 7+8 7+8 7+e 7♦8 7+8 7+87+8 Not available In these e128s 57• • HesdA5111 CO2 CM2 CM2 OM2 C4+2 C4+2 04+2 OM2 C4+2 C4+2 04+2 04+2 04+2 CA+ CS+2 •••0• • am JaM!• •e 8 8 8 8 a 8 a 8 8 8 8 8 8 • • P 6+7 - - 6+T 7+8 T+8 7+8 7+8 7+8 7+8 T+8 7*6 7+8 7+8 + 7+8 1010•••• • • (TOTES: •o o 0•• O a EXAMPLE ON SHEET 9 ITIVE P $IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4°SILL. DLO WIDTH= •••010• •v+ �r NOM.PANEL WIDTH-7° • • 2)WHEN USING 2-1T2°SILL,POSITIVE WATER DP IS 48.87 PSF MAX.WHEN USING THE 3-1/4°SILL, TA LE 2A: • •100MVE WATER DPIS 60.0 PSF MAX.WHEN USING THE 4°SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DP OH LENGTH I.- DLO HEIGHT •i•••• (NEG4TIVE PR9S GNCI$NGEDr SEE TABLE 2A. (Water Infli teflon Raft) DOOR UNIT HEIGHT-10.126° ••3)4'j3`1/4°AND 2-1/2°SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2° Bill Riser Height •SILL 18 NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX (+)Design (Flet or Box,see � PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY shoo 17) Pleasure,psi OH RATIO t 1 DOOR UNITHEIGHT-1.868° AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAMr THIS CONDITION IS - gush RATED FOR WATER INFILTRATION Flush-1-1/2° sea nota 3 O 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. �'-2- +48.87 6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Med lum-31/4° +6D.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DMDE BY 2 FOR PAIRS TO BE �Bh 4 +60.0 OH LENGTH INSTALLED. SEE NOTES 1-3 CH RATIO a OH HEIGHT THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstlle @ Jamb Straight Astragal lockstile @ 9Q°Astragal Lockstile @ 135°Astragal Lockstlle @ PRODS,ttin+atvBD Assembly Straight Astragal Assembly 90°Astragal Assembly 135-Astragal as �wide p Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile H .-duty Stile Heavy-duty Stile Heavy-duty Stge Heavy-duty Stile No L Q t�41 Standard Astragal Outside Outside Inside I z0 Core o'er iwd D\% fit NA �] ��` LYNN orms CoInsrner Outslde �� or- Inside Comer'1 1 Corner Q; 1(Stile) Part Rfi1(x2) Part g61 Part 961 Part 1t61(SNIe) Part 961 Part 0118(Comer Pan 061(Stfle) Part 0119(Out) PParrtts 331&H32 Part 961 ' No.58705 Part a67(Astragal) Receiver) Part 8120(in.) (Com.&Fxd Mount) _ ' o C).` Is . fm 700Jevoioorowvs DPANDANCHORAGE `' a 1� 7B SERIES 770 ALUM.SGD-LM IMPACT s'/ONA��I��111E�'' ew+wa+ ser 9a0 m syte A.LQ M"P2. JR 1414f4 a� maxi:OFAUMl1a780 SQD770 NTS 7 e22 POT0f30 P.EAaeras TABLE 3: TABLE 3A Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Shoots 2 JD 3) Maximum DP shown below SIII Height to Max.(+)OP For comer astragal anchoraga an 90`or 136°comer units,see sheet 11 (May be limned by Table 3A) (water InItretl n Rating) Doe unit HOW 810 Riser Height (+)Design Table applies to Glass types 4,4A. 80' 84` 96` 1 1 (Flet or Bac,see Pressure,Pet 6,8A,7,7A,8&8A end the Stile 1 O 7 L Sheet 17) Astragal types shown below. Anc roup Anchor MawAne lie AnchorGroup c �P Fhmh-1-112` see,rote 3 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 G -2-1/2• +,t&a7 Pressure + + + Medium-3.1/4 +60.0 24` 17` Head1810 G+1 G+1 G+1 G+1 C4+1104+1104+1 1001104+11 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 04+1104+1104+1 04+1 G+1 C4+1104+11 H�-4. +gp-0 DLO Jmab 8 8 8 8 8 9 8 8 8 8 8 8 :8 8 8 0 10 10 10 10 10 10 10 10 SEE NOTES 1-3 p4m* 6+7 6+7 16+716+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 +8 7+8 7+8 7+8 8+9 8+8 8+8 8+8 8+9 8+9 8+8 6+8 poor Pressure +y g&0 / +1-82.8 t +/--7&0 r 23` HeWsw G+9 C4+1 C4+1 C4+1104+1 G+1 04+1 G+t C f7l G+1 G+1 040 1 04 G+1 G+1 C4+1 C4+1 C4+1 G+1 040 G+1 C4+1 C4+1 •t ev DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 • P 6+9 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+8 8+9 8+8 g+8 8+9 8+8 8+8 8+9 i••••i • +/-9G 0 pal +1-82.8 pot +h7&0 pat • • • • 29" awed? Gt1 G+1 G+2 G+2'G+1 G+1 G+2 C4+2!04+1 G+1 08+2 06+2 G+1 C4+1 CB+2 CS+2 C4+1 G+1 C8+1 C8+1 G+1 G+1 CS+1 05+1 •••••• • DLO Jamb 8 8 6 8 8 8 8 B 8 8 8 8 8 8 10 8 10 10 10 10 10 10 10 10 • • D-hsak• 6+7 6+7 6+7 8+9 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 9+9 6+9 8+9 8+8 8+9 8+8 8+8 8+9 8+9 8+8 6+8 • +A80 01yy/ +142.8 Peet +h7&0 t OH LENGTH • •••••• • 38` a G+2 G+2 G+2 04+2104+2104+2105+2 CS+2 G8+2 05+2 C8+2 08+2 C8+2 C8+2 C8+2 C5+2 C$+2 C8+2 C8+2 C6+2 E+1-75.0 05+212t2 • 42° DLO • isob 8 a 8 8 8 8 a 8 8 8 10 8 8 8 10 8 10 10 10 10 10 10 p ••••• • ••• 6+7 7+11 7+8 7+g 7+g 7+8 7+8 7+8 7+8 8+8 8+8 8+8 8 8+8 8+9 8+8 8+8 8+8 8+8 8+9 8+9 8+8 • • �i OH RATIO i 1 ••••• • D80904fvssure +/-N.0Pet See Note A be]= +/-82 8 Duct t41` HB SI9 G+2 G+2 05+2 C5+2 C4+2 CS+2 08+2 05+2 06+2 C5+2 C8+2 d92-C6+2 06+2 06+2 C8t2 C5+2 C8+2 C8+2 C9+2 C8+2 C8+2 O •••• 48`• DLO 8888810 8 8 8 10 8 8 8 /0 a 10 10 10 10 10 108+7 7+6 7+S 7+8 7+8 8+8 8+9 8+8 8+8 8+9 8+8 8+9 8+8 9+10 9+10 9+10 8+9 9+10 9+10 8►10 8+10 8+10 •••••• F4rj EXAMPLE QK Ci•TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,0A,7A.8&8A; +1.87.1 FOR GLASS TYPE 7 • •NOTES+ OH RATIO=OH LENGTH • �TIVE PRE:SIS yV TABLE 3 ARE BASED ON THE USE OF THE 4°SILL. DLO WIDTH= OH HEIGHT •••••• 2)WHEN USING THE 2-1P2KILL,POSITIVE WATER DP IS 48.87 PSF MAX WHEN USING THE 3-1/4`SILL;POSITIVE WATER NOM.PANEL WIDTH-7° • P 15112.0 PSF MAX WHEN USING THE 4`SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES 814ED).SEE TABLE 3A. DLO HEIGHT= 3)4°,3.1/4`AND 2-1/2°SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112°S�L IS NOT AND DOOR UNIT HEIGHT-10.125` MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE OURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM).THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.858° 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3 SEE SHEETS 21&22 FOR PART DNAENSIONS AND SHEETS 1 S&19 FOR ASSEMBLY DETAILS. Straight Astragal Lockstile® 90°Astragal Lockstile 0 135°Astragal Leckstlle @ interlock P hook Lockstile r�Jamb 135°Astragal Assembly SVatghtASVagal Assembly 90°AsVagal Assembly mo whbt>+aFlow Heavy-duty Stlles Heavy-duty Stile Heavy-duty Stile Heavy-duly Stile Heavy-duty Stile H uty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile 54imi & _ 14 nef Inside Heavy-duty Astragal Outs) Caner Outside Cor Cor ffnvJ1lQgg1L IcnMe 4f/C Inside Omer Corner outs[ �l�••4�CENSF '•�Fy Corner Q:' Part 061(Stile) Part 061(Stile part 8119(Out.) Part 961(Stile) A No.58705 :* Part"61(x2) Part M61 Part N61 Part 8(Ast�e81) Part861 Part Y118(Corner part 5120(In) Parts 831&H32 Part 961 = — Recelver) (Com.&Fxd Mount) wotm :Q•. A E �5 /l/�: ro7o7car5vaoovowvE DPANDANCHORAGE �� FCORIDP•'�j\?: At VV=A 3UN m� ��'�iss/ONA1-�� lenl+eo teas SERIES 770 ALUM.SOD-LM IMPACT 1111 i ��1�1�%% , •.rgpaa A LVNN�u�FFi,P.E. JR f0/tOH4 a.m csnr.0FAlmi sw�ea ® 8011770 NT3 8 a 22 PGT0130 P.E s 88705 •4 NO FRAME '7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C6"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10 SPLICE REQUIRED® (PERPENDICULAR TO GLASS SEE"C6"CLUSTER SEE"C6"CLUSTER DETAILS, FOR ASTRAGAL EXTERIOR DETAILS,SHEET 0 FOR REQUIRES-Cr SHEET 10 FOR INTERLOCK NOTE, PLANE)SEE TABLE 2,SHEET 7 INTERLOC 24°MAX.O.C. THIS POCKETS AND 80"NOM CLUSTER,SEE SHEET SEE POCKET g p_F{pOK \ PANEL WIDTH DETAILS,SHEET 11 x x () r------- - x x �\ f x x x WMAX JAMB MOUNTING 8'MAX x x x x x x %x z x z x z z x x INSTALLATION, f THIS SHEET ANCHORS MIDWAY i ;o �-3"Marc. x &SHEET 14 BETWEEN P-HOOK 4 PAIRS OF ANCHORS&AT 3" i 1 i x=FRAME x ANCHORS ol FROM TOP& '►_1®I '°' ANCHORS N 21OMAX ANCHORS) BOTTOM I MAX.O.C.' HEIGHT PER JAMB • 4.Ojt 'MAX TO OPENING i ®I I � 14•MAX O.C. 0®=P-HOOK • EDGE OF POCKET SEE i i I o�--� O ANCHORS x x�j (SEE JAMB • • • • • , i ZD i DETAIL INSTALLATION i ® z :••••: , •• DETAILS'Jc'&Xdl i° ' �°. I71 o=P-HOOK BELOW) •• • END PANEL SHEET 14&PART ®� ( I MOUNTING •:••• x • • ANCHORAGE DETAILS &'K', i °, 7 MAX, ADAPTER � l I, I 'J' • 24°VAX •{2►ANCHORS) SHEET 19 FOR i '--k�1 I ANCHORS - • O.C. P-HOOK ---_-8"MAX. l - x x 'x -END PANEL •••••• •• •••.fir% ANCHORS x x x - x x x x x ••••• ••• Sjl•IORAGE END PANEL . x, � x x x xx x x x x x x x' 8"MAX. ANCHORAGE(SEE ANCHORAGE x x x x •+2• •+2• SKETCH BELOW) • 000*• ••• • • • I�SKETCHS, "+2 "+Y -+Y ANCHORAGE WENTERLINE AN¢HORAGE ANCHORAGE ANCHORAGE ANCHORAGE • • • • • CI•PANEL 1 2.04" +•••a: 24-OM 000000 EXAMPLE:6-PANEL 2 TRACK 90"OUTSIDE CORNER- XXJ)OCO,-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. • 160"x 98°NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 8. SPLICE NOTE: •••••• ••• • NON-STRUCTURAL • • • • •• ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED •• • •••• 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE so**** • 2 ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 13 SHEETS 8 8: �- ) E�7 HEAD RS SILL IF A SPLICE •B0" CENTERLINE OF HEAD&SILL:8"MAX FROM FRAME CORNERS.USE SPE IFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK. NOM. • INTERLOCK APPROPRIATE TABLES,SHEETS 83 AT EACH INTERLOC AND STRAIGHT AND CORNER MAX, PANEL SEE"C6°CLUSTER ASTRAGAL.LOCATION,PLUS SPECIFIED QUANTITY OF ITIONAL INTERMEDIATE D.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL.ADDITIONAL ANCHORS 24"O.C.I MMUM. FOR INTERLOCK '°A 0R1f89 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONL I � 6.84" "+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOF� CLUSTER IS OVER 24,OTHERWISE ANCHORS ARE NOT •� W MAX. 3.6° REQUIRED AS PER THE FIGURE AT RIGHT: umv�a CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX ANCHOR PAIR O.C.(JAMBS) 14"MAX.ANCHOR 2-TRACK OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM 1PROPRIATE TABLES,SFO ETS 8 8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR PRODUCT RBNBWBD ButWingCoda REQUIRES •+2"ANCHORAGE SEE°C6"CLUSTEREND PANEL CENTERLINE — . CLUSTER SEE CENTERLINE app DETAILS,SHEET 10; OF ANCHORAGE A«epNo • I DETAILS,SHEET 11 I INTERLOCK FORASTRAGAL! ASTRAGAL (2 ANCHORS) g• P }�2 O i 4.061" 3.6" I i MAX Mim. ° • • • • Z 44AK • • \�.��ONy LYNN EXTERIOR - CENTERLINE "+2°ANCHORAGE CENTERLMIE "+2°ANCHORAGE CENTERLINE No.66705 OF PANEL 3 OF PANEL 4 OF PANEL 6 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS rwmer warm3 rs: u1` STATE Of f m?Ec#ow ooroxrve ANCHORWE SPACING&EXAMPLE PLANS t�$#wa SERIES 770 ALUM.SGD-LM IMPACT '�:5,`,S��IONA�'I.E •rswlt Baia &a,t •"+a•� rAL7w klub,P.E. JR 001M °"° MT.OFAUTHWM a SQ67f0 NTS 8 d 22 P070130 P.ER6870b 4 ASTRAGAL OR 8°DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION 2,04' INTERLOCK-�IF NEEDED INTERLOCK—, CONDITION,USE INTERLOCKIF NEEDED 2.04° CENTERLINE i CENTERLINE -CB°CLUSTER DETAIL) CENTERLINE f 1,75" b°DIAG. 3.5" 7" 7. 1.75° 3•6" 21' fiZ MAx o1 ExTEPIOR 2.04° 2.04° 2.04° 21-5.84" MAX. _ 3.8" O.C. ExrJEU3.6" 7"Rww�4°DIAG. 7° 2 TRACK FRAME HEAD/SILL 6"�. v 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 90 ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK 6 ASTRAGAL OR INTERLOCK �2-TRACK •••• (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 8"MAX. • • ••• • ANCHORS AWaREQUIRED,"C4) ANCHORS ARE REQUIRED,-CV) ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR •0000• • • • • • • • • 4-TRACK •••9•• • IFSTRAGAS O •SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB •• • INTER 0IF NEEDED INTERLOCK- CONDITION,USE INTERLOCK-►IF NEEDED miam ANCHOR PAIR •0 0000 •• CENTERL 3.b° CENTERLINE °C6"CLUSTER DETAIL) CENTERLINE 2'�" • • • S 6" 3.6" - 7° ANCHORS MAY BE INSTALLED 000 • • - • 0••0•• • 2.04' i "DIAG. MAX. TRACK(INT.21' EITHER IN THE EXT. INT. • • • O.C. • • • 4.08° 4.08" •0009• 2.04" • • •9•• • i NOTES: •••••• • 1.ALL DIMENSIONS SHOWN •• • • " �Ei1•pR r 4"DIAG. xTP 3.6" 3.6° (r MAX. ARE BASED ON MIN. 000000 �/ • 3-TRACK FRAME HEAD/SILL v 3 TRACK FRAME HEAD/S0.L lu 3-TRACK FRAME HEAD/SILL 2 FOALLR HEAD OR SILL SPLICE •••••• ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK 9 ASTRAGAL OR INTERLOCK • • (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 13_TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT ANCHORS ARE REQUIRED,°C4' ANCHORS ARE REQUIRED,'C5") I ANCHORS ARE REQUIRED,°Cn ANCHOR PAIR P-HOOK SEE SHEET 9. ASTRAGAL OR {.SPLICE LOCATION ASTRAGAL OR , ASTRAGAL OR (FOR SPLICE FOR SPLICED INTERLOCK+i IF NEEDED INTERLOCK, (FOR SPLICE INTERLOCK CONDITION,TA NOT CONDITIONS ONLY: CONDITION,USE USE THIS DETAIL) SPLICE LOCATION CENTERLINE i CENTERLINE I " CENTERLINE 1.75" � C8"CLUSTER DETAIL) 1 IF NEEDED 3.6" 3.64 3.5° f- T 3.6° 2.04° 4"DIAE6.3r 2.04° 4°DIA 2.04° oanphina wttli ila flotlda Bu8dta8 2.04" WG. 4"DIA �- 4.08- 4"DIAb. 1 2.04" Miami Dade`P`rj�i j ro��' EXTERIOR >R�ewDR 7- Em oR 7° 3.5- F �j 4-TRACK FRAME HEAD/SILL :: 4-TRACK FRAME HEAD/SILL � 4-TRACK FRAME HEAD/SILL �: '•,it'� gI ASTRAGAL OR INTERLOCK 90 ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK _ No.58705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,°C8r) ANCHORS ARE REQUIRED,"C4°) ANCHORS ARE REQUIRED,"C6' WITH&WITHOUT SPLICE CONDITION ATE LL/ to�oTec�mao9vv>me ANCHORAGE EXAMPLE CLUSTERS %�"F'' FLORIO?.•'Q�`�:� SERIES 7700 ALUM SOD-LM IMPACT 'S/,C,�A;;0 A LYNN MILLER,P.E. JR to&14 CEW o;:AMMM ° son rro NT3 f0 a 22 P[diD130 P E a BeTos 2.04" 2.04° 2.04° 0M IRR 2.04° NOTES: INTEROR INTERIOR NTI ERIOR T, 1.All DIMENSIONS SHOWN ?4'DIAG. 4"DIAG. 8.84° ARE BASED ON MINIMUM 6.12° 6.12" 3.6° 3.5° I ERwR 2.DETAILS DEPICT ANCHOR 90 3. INTERIOR 3. T 1 �— 1 QUANTITY AND SPACING, EMMOR AND WOULD BE IDENTICAL E�cT R ExTEROR 4°DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 143.6- 4° 3.6° 4" 3.6° 3 4" EMMOR "+1°ANCHOR 2.04° EXTEMOR 2.04" 7" 2.04° ExrERXXi 4" 2.04° 7" RMRIOR 6.84" ° 80°CORNER 80°CORNER 136°136° • RNERRNER 136P CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER OF PANEL ANCHORS ARE REQUIRED, ANCHORS ARE REQUIRED,°CBS ANCHORS ARE REQUIRED,-CV) ANCHORS ARE REQUIRED,°C8 4.08" "+2"ANCHOR INTERIOR EMRM INTEMOg 4.08" "+1"ANCHOR 4- 7.41" 2.04° 4"DIAG. i •R 3.6" I TERI 3.b" I • • ••• • • M' 7° 136° CENTERLINE •••••• EXTERIOR OF PANEL • • 3 I 3.b" "+3"ANCHOR •:•••• • 4.08• 7 4.08° 03 6.7 G. 7- so " ' • • CENTERLINE • 2.04" 4"DIAG. •••••• •• �al • 4" 36° 4 OF PANEL • • ••••• • ••UMFOOR ••/s OR T' 4" ALL "+2"ANCHOR 3.6° •••••• •• • SM CORNER 136CORNER VIEWS CENTERLINE • • • 3-TRA HEAD/SILL 3-TRACK FRAME HEAD/SILL I'—OF PANEL • • • • •••••• (aC8"ANC TER REQUIRED ("C6°ANCHOR CLUSTER REQUIRED • • • AT AL!"M"CORNERS) AT ALL 3-TRACK CORNERS) 4° G 2-TRACK FRAME HEADi31LL • INTERMEDIATE ANCHOR LAYOUT •••••• •••• •••••• • • • 6.12" INTERIOR 2.Oq• •• •••• • •• 2.04° 1 3.6" 11 •••••• • CENTERUNE •:•••. 4" EXTERIOR I, MOR 6.88° I OF PANEL 1PITERiOR 80° 3,b" 7° 135° "+3"ANCHOR q° 04° _ m �g thoa7A 6.12° D 8.12° 3.6° 4.08" 4*QIAA No 7° EXTE IOR 1ZZ Y R1tumi Inde P ` 'I f I,o 2.04• X3,6" 4° 4°DWG. 0 4" 3.6" ~ I CENTERLINE .��N(LYNN Q11�1 EXT�IE gJ � H 2.04. �. O ,.... ..., !7 �� 80°CORNER 136*CORNER �OFPANEL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL (' ANCHOR CLUSTER REQUIRED ("C8°ANCHOR CLUSTER REQUIRED 4 TRACK FRAME H OR LAA.L =� No.58705 gr AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDwTE ANCHOR LYOUT J f" �jr (3-TRACK SIMILAR) vl nac xn•me w°pwe '� � AT �S '•�w� 1010 TEGINOl00rORNF ANCHORAGE EXAMPLE CLUSTERS %,�`�.•• PLORIDI, SERIES 770 ALUM.SGD-LM IMPACT eabNbCit eab: •�++� 1°" A.LJtbG MIL�kti,P.E. JR 10H0/14 VA. DRi o>aAuf�a�aee 8li6no NTS 11 d 22 POT0130 P.E.0UM INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1/18"' 2-1/18°' 2-1/18"' NOTES: T� lums 1/4° 1/4° 1M° 1.ALL DIMENSIONS MAX, MAX, MAX. SHOWN ARE BASED SHIM EXTERIOR -C r SHIM E T Poo SHIM ON MIN.ALLOWED. �j 2.METAL OR WOOD EMBEDMENT: T r i SUBSTRATES MAY BE SEE TABLE A, J USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, WOOD WOOD ANCHOR TYP., 2X WOOD ;W=ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4.SHEET 1 &TABLE A,SHEET 1 DIAGONAL O.C.IS 2-TRACK FRAME HEAD® 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4-(HEAD&SILL)WOOD INSTALLATION �WOOD INSTALLATION ®METAL INSTALLATION OR('(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A.SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND 41O &SHEET NOTE 6, NOTE 6, THE METAL SUBSTRATE • 4 1r4- AX,)� 1 SHEET 1� 1 SHEET 1 • • 000 • 1 (1/4'MAX.) 1 (1/4°MAX.) 0000•• • • OR EXTEMM EXTE EMBEDMENT:SEE 0000•• ••• • • a a TABLE A,SHEET 1 • 2-IM 8"i 24/18°' 2-1/18" EDGE DISTANCE: • • 00.070 • EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A.SHEET 1 •••••• •• SEE TAB I20A 1 SEE TABLE A,SHEET 1 ••••• •••SAABEDM �J�ABLE A SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 •••i•• ••0 4-TRACK FRAME SILL • i •�WGODD INSTAALLLATION AME SILL \W WOOD INSTAALLATION E SILL ®METAL INSTALLATION • 7 • •7 •7• •••••• EMBEDMENT:SEE • • • 0600.7 TABLE A,SHEET I ••••7• 0000 •0i07• EDGE DISTANCE: • • • EMBEDMENT:SEE SEE TABLE A, • 0000 • •• TABLE A,SHEET 1 -"I SHEET 1 0:00•• • • • EDGE DISTANCE: METAL TYP., •••• • Ef�EDMENT:SEE SEE TABLE A. TABLE A,SHEET 1 SHEgT 1 SEE ANCHOR 2X WOOD EDGE DISTANCE: 2X WOOD NOTE 4,SHEET 1 SEE TABLE A, TYP.,SEE ANCHOR TYP.,SEE ANCHOR 2-1/18°• mROD� o p SHEETS NOTE 3,SHEET 1 NOTE 3,SHEET 1 SMS ANCHOR TYP., euu�e R., i- 2-1116- 2_1/18 SEE ANCHOR NOTES A01R0NO - j�� 2-1/18°' &TABLE A.SHEET 1 !�0 �-ZOO WOOD ANCHOR TYP., WOOD ANCHOR TYP., MIN.OF 3 SEE ANCHOR NOTES THREADS &TABLE A,SHEET 1 SEE ANCHOR NOTES BEYOND THE � r &TABLE A,SHEET 1 EXrEMORE ROR METAL ``��O"V LYNN y/I/erri�� 0 "MAXEXTERIOR SUBSTRATE �, '��CENsf .F9 . 1/4 SHIM .. � � ..1/4°MAX.SHIM ---- EMBEDMENT 1l4" 1/d°` II 1 �.. I I (H{ �Ip7q�II `� iI 4'1. u 'wivo,4sr�owt'�s � eXFkY '� , STATh UP aft fA ��AL 16 rndl IN II 0$11 v WCHORAQEDETAIL3VM=FL ;.CT '••.FtoR�o?.•'��,.` reao reovs0pe JD�G rSERIES 770 ALUM.SQD-LM IMPACT ��'%.`;5,%9/�O`N41- A L7wtu Mn.tw P.E. ✓R X0114 aa� CFrtr orAUTM as sou no NTS 2 d 22 oma POT0130 p.E.omm INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A SHEET 1 SHOWN ARE BASED PER TABLE TABLE A SHEET; PER TABLE PER TABLE A, SHEET 1 2-1118' 2-1118-' 2-1/18"' ON MIN.ALLOWED. Mo A,SHEET 1 A,SHEET 1 , . 1/4- •DIAGONAL O.C.IS NOR t . t -z; MAX MIN 4-(HEAD&31L1) r SHIM OR r(JAMB)SEE EMBEDMENT: 114- xTE EWOR 1/4' p�TEPop� DETAILS,SHEETS SEE SABLE, WMAX. a MAX. 0&11. SHIMSHIM a PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1Xr�RTE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP..SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE HOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 2-TRACK FRAME® LLT 3-TRACK LLACEINE HEAD CONCRETE INSTALLATION CONCRETE INSTALLATION WCONCRETEISTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.. PROPERLY SECURED IX SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP..SEE TABLE A,3HEET1 ANCHOR NOTE 3,SHEET 1 TABLE A SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 VE ANCHOR SEE ANCHOR SEE ANCHOR i aNOT6 6,SHEET NOTE 6, NOTE 6, • • • • el(1/4-MA):) •• SHEET 1� SHEET 1 .....• 1 • (114-MAX.) (114-MAX.) Ii • • •••• • ..1. -�• r .�1 ...... aLVE T • EXTERIOR mum •• . a , . a 2-1/18-' a2-1/18– PPEERTAABLE •••••• • • �� DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 ••••• • ••• SEE JABLi"HEET 1 PER TABLE SEE TABLE A SHEET 1 PER TABLE SEE TABLE A,SHEET 1 • 0000* • • EMBEDZINT:SEE TABLE A,SHEET 1 A SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT'SEE TABLE A.SHEET 9 • • • • 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL • • •• •• CONCRETE INSTALLATION W CONCRETE INSTALLATION Fa CONCRETE INSTALLATION •••••• EMBEDMENT:SEE • • •••••• TABLE A,SHEET 1 ••• e EDGE DISTANCE: • •••••• •• •se • • • EMBEDMENT:SEE SEE TABLE A • •• : •••• TABLE A,SHEET 1 _� SHEET 1 •••••• • • • EDGE DISTANCE: PROPERLY SECURED •EMBEDMENT:SEE 1 SEE TABLE A, 1X WOOD BUCK TYP., TABLE A.SHEET 1 —� — L SHEET 1 SEE ANCHOR NOTE 3, EDGE DISTANCE: SHEET 1 PROPERLY SECURED SEE TABLE A, PROPERLY SECURED 1X WOOD BUCK TYP., SHEET 1 1X WOOD BUCK TYP.. 2-1116°• as SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONCJCMU ANCHORWtlhGvFkft SHEET 1 SHEET 1 TYP.,SEE ANCHORNO CONCJCMU ANCHOR 2-1118-• 2-1M8-• NOTES&TABLE A. 20 TYP.,SEE ANCHOR CONC./CMU ANCHOR SHEET 1 CONCRETE NOTES&TABLE A. TYP.,SEE ANCHOR OR CMU 6tma,O SHEET I CONCRETE NOTES&TABLE A, EXTERWR PER TABLE �� `1 0// Tp-� OR CMU SHEET 1 CONCRETE A,SHEET 1 . . .......... Ns ' PER TABLE I�TE OR CMU �`CE 01/4-MAX.SHIM A SHEET 1 1/4-MAX.SHIM Imo- PER TABLE A,SHEET 1 1/4-MAX.SHga 2-TRACK FRAME JAMB j6Eh 3-TRACK FRAME IM Fr► ' z'r No.58705 Ila i :JAMB CONCRETE/CMU I ALLATION CONCRETE/CMU INSSTTALlAT10N CONCRETE/CMU INSTALLATION -'0,'.• 13 0 S; per''. STATE 0 ��; +o>oTErdevotoornRrve ANCHORAGE DETAILS �` ' PtORIOP•'6j vEnncS w stage 'FSS/ONAk- �„y,�ie0 SERIES 770 ALUM.SOD-LM IM�PACT � �"I f„I 1,� oam A.LYPad MILLER,PZ dRow JR 10!10/14 CERT.OFAM 90M Stip 710 NTS 13 a 22 PGTO130 P E e 687aS t ' INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL •'..; 2.W MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE 2.FIGURES ON EMBEDMENT:SEE TO PREVENT DISTANCE SHEET ARE FOR IS WOOD FRAMING TABLE A.SHEET 1 P-HOOK MOUNTING ADAPTER WATER ILLUSTRATIVE WOOD ANCHOR TYP., INFILTRATION CONCJCMU o ANCHOR TYP.,SEE PURPOSES ONLY.SEE SEE ANCHOR NOTES TABLE A,SHEET 1 FOR EMBEDMENT: &TABLE A,SHEET 1 2e ANCHOR NOTES& ALL APPROVED SEE TABLE A, (ALSO SEE TYP. +. TABLE A,SHEET 1 SUBSTRATES. SHEET 1 28 ILLUSTRATION,SHEET 9) "' ' 1-1/4'MIN.EDGE DISTANCE DISTANCE:SEE EXTE PJOR 3.SEE TABES 1-3, LLE A.SHEET 1 EMBEDMENT: 28 fvl SHEETS 8 8 FOR ..> REQUIRED P-HOOK SEE TABLE AT ,: `. P HOOK MOUNTING AND P-HOOK 28 SHEET 1 , ° ''.'} ADAPTER CONCJCMU MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., o•? ANCHOR TYP.,SEE SEE ANCHOR NOTES P-HOOK '''' "'' ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A.SHEET 1 CONCRETE OR EMBEDMENT:SEE A SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION,SHEET 9) ff 2'893"MIN A SHEET 1 ) • •• EDGE DISTANCE ILLUSTRATION,SHEET 9 • • i•i •• • • P-HOOK FOR USE WITH FLAT SILL RISERS ®P-HOOK FOR USE WITH FLAT SILL RISERS -4-Eh•••••• • • ` Jo PARTS#18,#20.#22 OR#24, PARTS#18.#20,#22 OR#24, • • ••••• • • WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, •••••• • • • • (SEE TABLES IA,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1 A,2A&3A MAY ALSO BE INSTALLED IN • • • • FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION • • see••• • •••••• •e METAL TTXyPP•••• P-HOOK MOUNTING •0:0* e •dWE ANCI Se••• P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU • NOTE 4,SHEET 1; EMBEDMENT:SEE ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE ••••• • TABLE A,SHEET 1 CMU PER TABLE •�iIAJ•OF�3 THREI� a ANCHOR TYP.,SEE A,SHEE111 ANCHOR NOTES&TABLE • • BEYONDPTHE METAke•• ANCHOR NOTES A,SHEET 1 *ago*• SUBSTRAI &TABLE A,SHEET 1 (ALSO SEE TYP. • • • • ••• EMBEDMENT f (ALSO SEE TYP. ILLUSTRATION,SHEET 9) • ILLUSTRATION, SEE TABLE A, ` + �••••• •••• ••••• 238 •• •••••EMBE NT: SHEET 8) SHEET • SEE TAB4E •e DISTANCE:SEE + ?" •••••• • SHEET 1 , 1-1/4°MIN.EDGE DISTANCE •••••• ABLE A,SHEET 1 • .. P-HOOK SMS ANCHOR TYPv EXTER P-HOOK CONCJCMU EXTERIOR !/ f 30 SEE ANCHOR NOTES � ANCHOR TYP.,SEE � B�oa�yl4g�wlW®eeb�l6t &TABLE A,SHEET 1or. ANCHOR NOTES&TABLE Q ALSO SEETYP. NOS. ( 2.893"MIN. A,SHEET 1 2.893°MIN. ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) Mix a 13ude Prlµ{EGMirygy ®P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS w PARTS#19,#21.#230R#26, Ko PARTS#19,#21,#23 OR#2&, EXTERIOR l� '��CENSE'•,9 METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION (SEE TABLES 1A,2A&3A ` /' MOUNT (SEE TABLES 1A,2A&3A MOUNT I Io,58705 - FOR WATER RATINGS) ON Y FOR WATER RATINGS) ONLY - ��'; SAEO' .- � i„TEChMoGyDim ANCHORWE DETAILS MVR=FL34M SERIES 770 ALUM.SGD-LM IMPACT �""',,S9 ONAL lao��eo-�soo emvaot I * •x a Lm MILER,P.E JR� 10110114 'm CERr.OFAurxozaserr sOOTro NTS 14 d 22 PQT0130 PE9887as CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL'A, DLO TYP.PER TABLES 1-3 aarEwoR SHEET 16;INSTALLATION IF IL WIDTH DETAILS'AW&'AC!,� ex MOR SHEETS 12&13 90 PANEL PANEL PANEL PANEL CORNER DETAIL NZ, TYPE 1YSE TYPE TYPE SHEET 19&CORNER MAX ,A, 'K' MAX UNIT ANCHORAGE SHEET 11 ' NOM. PANEL h MAX HEIGHT INTERLOCK DETAIL 4, PANEL DLO PER 'M',SHEET 19 HEIGHT WIDTH TYP SEE PER ► �'HT TABLES EXTERIOR NI TERIOR NOTE 2 TABLES 1.3 1 3 X JAMB DETAIL'G3',SHEET L� 18;INSTALLATION DETAILS Gw'&'Gd,SHEETS 12&13 • • • 90, s••••i ••• • SILQMWV,SHEET 18; • • • INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX •••••• 'Dly&Md,yHEETS12&13 c •••••• •• •• •• • • • • SILICONE •••:•• • ••• •••••• BY OTHERS ••••s •• • •••• DLO WIDTH NOM.PANEL WIDTH-7" • • • • • • • • •• •••• DLO HEIGHT=DOOR UNIT HEIGHT-10.12&" •••••• PANEL HEIGHT=DOOR UNIT HEIGHT-1.886" :0 1!8X1° •••••• •••• •••••• #10X1-112" PH SMS to • • PH SMS lo RODUC.7RElJ81MiD �y�Ib the FlnrWe PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES: `��`jON..........�(4� 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6.8 FOR MAX �TGENSF'•. PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. No.58705 2)(1)LOCK(ITEMS 76&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. �k: 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. - �_ Vc woos 4oiaos �� S TEo .s,'•041 'n RC ORIOP••'• �_:` "War paw m vaw&FL v u>�vE ANCHORAGE DETAILS/EXAMPLE ELEVAT/O Tft %;°SS�oNAG�A P„Y89-,m SERIES 770 ALUM.SOD-LM IMPACT a LYNN MILLER P.E. M305JR 1&10114 GW.t Ex7�auni ee m-m NTS 1S -22 0� PGT0130 aF P.E.o 58705 ,z z CON FIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 'M',SHEET 19 OPERABLE JAMB DETAIL'GT,SHEET 18; � ( L. ' ; INSTALLATION DETAILS'GVN&'Ge,SHEETS 12&13 D JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET HEADER DETAIL IN,SHEET 18; OLD JAMB DETAIL'G3',SHEET LSHEET 18;INSTALLATION DETAILS'LT& 18;INSTALLATION DETAILS INSTALLATION DETAILS'AW&Ad,JP� E 18;INSTALLATION DETAILS DETAILS'Gw'&'Gd, L2,SHEET 19 'Am/&'Ae,SHEETS 12&113 SHEETS 12&13 "�'(W&'Go',SHEETS 12&13 SHEETS 12&13 9D" PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE TYPE PANEL R 1' D' A' MAX A' TYE MAX , V.SHEET 19 90°OUTSIDE CORNER / NPM / / UNIT UNIT DETAIL Will SHEET 19& PANEL HEIGHT SILL DETAIL NOM. HEIGHT / / � CORNER ANCHORAGE WIDTH TYP. PER SEE TABLES D',SHEET PANEL/ WIDTH TYP. PER MAX SHEETII DLO TABLES 1-3 NOTE 2. 1-3 INSTALL DMIX L18; '0 PER13 iNrErtt HEIGHT SHEET15 DETAILS HEI HT TABLES 1-3�, 'DW&'Do', NOM.PANELp 4X a SHEETS 12 aWIDTH TYP• &13 X X PER TABLES • • s• •• I l 1-3 •••••• MAX.UNIT WIDTH —+1 MAX.UNIT WIDTH FRAME&41 ::00• •• • •P �l,CORNFR SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH CONSTRUCTWN• EXAMPLE:OXXX INSTALLATION DETAILS •' AETAILS SHEET T6'••• 2-TRACK 'DW&'De,SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/)(X(2-TRACK) •••••• •• •• •• JAMB DETAIL'III,SHEET 18; • • ••• ASTRAGAL I+tETAILS ILII& INTERLOCK DETAIL.V,SHEET 19 INSTALLATION DETAILS W& ••••• • ••• •••i•• •• ",SHEET 19� .'\ INTERLOCK DETAIL V.SHEET 19 'IB,SHEETS 12&13-\ • ••• • • HEADER DETAIL 1 •••••• —JAMB DETAIL'Hf,%SET P-HOOK DETAIL'J'&'K',SHEET B'.SHEET 18; .� HEADER DETAU_'C',SHEET • • q8'WSTAUATibNOEiAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION 18;INSTALLATION DETAILS &We,S 13 'Jd,'KW&'KB,SHEET 14 DETAILS'8W&W, DETAILS IW&'le,SHEETS 12&13 •••••• ••�'�• H��•&• SHEETS 12&13 'GW&'Cc',SHEETS 12&13 • • MAX.UNIT WIDTH • • •••• r-•---••r--- MAX.UNIT WIDTH ~� • • PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE i TYPE TYPE TYPE TYPE ,R, y, M P i M F F P MAX. MAX.UNIT NOM. t NOM. UNIT MODUCYPYNEWED / L�E / j PANEL % HEIGHT �uptyh*wp4Ha morwa HEIGHT WIDTHTYP. / / WIDTH TY / PER idioa�o TABLES MAX / PER / g� i SEE MAX• PER TABLES1-3 DLO jLES 1-3 pa j TE 2, DLO TABLES 1-3 1.3 HEIGHT a1 j SHEET 1 HEIGHT mi b O X i X X X O LYNN�q� I ��•<�,••'�,�GENSF•'•�'p �i --� � �� No.58705 • EXAMPLE:0)=p SILL DETAIL'S',SHEET 18; EXAMPLE:XXXO SILL DETAIL IF,SHEET 18; (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS 'EW&Ed.SHEETS 12&13 'Fw'&'Fd,SHEETS 12&13 t STATEEXAMPLEELEVATIONS O� ''•.fiLORiSERIES 770 ALUM.SGD-LM IMPACT '�,+II8b1e° °i�� a"• ALYNNI�IIILf P.E. ,OJ,OH4 °�` CWT.OR1.PAUH soDTIO NTS 48 d 22 P070t30 P.E�68708 z M PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FD(ED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK 94TERLOOK8TLE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 00 LOCKSTILE 90 LOCKSTILE SS RECEIVER 90 RECEIVER 80 RECEIVER 36 RECEIVER 36 RECEIVER TYPES °� IN w/HANDLE w/HAI�LE w/HANDLE W/HANDLE w/HANDLE w/HAND9"18 #118 W/HANDLE w/HANDLE ae, 961 1NSINGLE � F PP K L TR TQ TC TA TV TW OUT (MGM SINGLE ff7ly- 8 E P A C C IC SQ SC SA SV SW IN a m uff (eoxW FIXED RR R S S FD FC FV FW W D M J J W '`e X�a LR PANEL NOTES: kw/HANDLE pumm 1.SEE OP TABLES 1-3,SHEETS 6-8 FOR PANEL I b ^, SIZES&DESIGN PRESSURE. • • +� LEFT Q 1144 RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF •••••• J IF/HANDLE • Raa9 PANEL PANEL _ ARE NOT REQUIRED FOR ANY CONFIGURATIONS • • • �' / / STILE l06R STILE AND ARE NOT AVAILABLE. •••••• BOX OUT • l V 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES • om0n (M0� (#81),CORNER RECEIVER(011S)AND EITHER • •• T / ( PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND • ASTRAGALy APPLICABLE STB E/ASTRAGAL REQUIREMENTS. EXTERIOR(0119)OR INTERIOR(#120)CORNER •••••• y l BOX IN • ASTRAGALS. .! mxap paula9 4.136°ASTRAGALS TO USE HEAVY-DUTY STILES ••• •• B,ACORNER•• • • R T (#81)AND CORNER ADDON(031). ••••• •-9 10KANNDLE • Cl` -&- MW 32' • • MWCO�R • •• QT , QS SILL RISERS OPTIONS 23r a3z' ExT •••••• 90 LOCKSTILE W/HANDLE .. 1 .232- TERI .092- •;•••• d GENER • C T CS 1 _1 a � a 3X)V 4.066' a •'•"• •• AT AS DF ow -1 -1 1 sees YOHER EXT CORNER #118 /� ILL RISER FLAT' SILL RISER.FLAT SILL RISER,FLAT SILL RISER,FLAT 90 RECEIVER CF SILL RISER GLOW.2-1/2" O MEDIUM.3-1/4" 24 HIGH.4" EXT COR(9:R .750' .7TX{' Cr VAM as FRODU WINE wmWf4AB m0 Fbrlde 33 RECEIVER VT VS VF EX`�L�PoOR ewwfi ,*e,� m Nb W/FWNDLE EXTERIOR EXE 7 EXT�R .082' " 4.068'082" w WT WS WF a-j a _lw I a3o6• Der I 1.897 J., 1 ��oN�LYNN �;•��GENSF 19'FLUSH E O L ILL RISE,BOX 23 SILL RISER.BOX SSI RISER.BOX :' �e MEDIUM,3-1/9 HIGH,4" 140.68705 _ •NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 _ �" p UJ S STA E W67ECHNOLOGYURM PANEL TYPESK.VSWM FL SM OT•'••.,FIOR,OP•'C?\� t� SERIES 770 ALUM.SOD-LM IMPACToft �remaet Ry. awe , s 3w,-r JR 1011011410110114CERT.OPAUTN.62m sero NTS ?7 22 POT0130 P.EASSM ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) toe Full PANEL JAMB LENGTH 8U OR 61 108 14 100 FULL F JL LENGTH t4 7b�1077--; 17 80 OR 81 ® 6 60 OR 81 18 6 O7 00 OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN a SEE DETAIL G1 WL ONG CLIP#106 WITH FOR FIXED 106 W/RETAINER#100 OPERABLE PANEL CLIP pR 113 MIDSSSPAN (SHOWN WITH PANS) 7107-1 PANEL TOp pR SEE DETAIL G2 6 THEINTER! 5 103 113 7 &107-1 103 FOR FOXED 6 OR 61 A PANEL CLIP 103 1a 1e e 18 17 1110 X 3f4 123 FULL LENGTH ® 40 2 OR Bt SMS,X 3 OF JAMB 2-TRACK JAMB 2-TRACKJAMB �ExT Goa 1 Lp O� LIPG� #O OR#106 81 62 W/SCREEN V ON6 W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4 TRACK JAMB • • • (SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH (SHOWN WITH ®(SHOWN WITH •••••• �I P/SV • • • FIXED PANEL TO H7 OPERABLE PANEL) FIXED PANEL TO H FIXED PANEL TO 12 OPERABLE PANEL) • • • vi `-- OR 81 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) •••••• �+y T�� I EXTERIOR 0000•• • • i' • v • • 0 • • • S/ 0000•• •• • • 11 1 3 Al 4 • • 6 113 6 113 •0••• •• • • • •• •• 62: 61••0 • EXTERIOR EXTEMOR a a 0.0000 000. I'D ••:• • 0000• SHOW14WIT01••®2-TRACK W/SCREEN ®3-TRACK ®4-TRACK MAX.UNIT •:•••• OPT.S%E%N A FRAME HEAD \,A/FRAME HEAD C FRAME HEAD HEIGHT PER 0:00•• TRACK TABLES 1-3 63 09 69 69 62 61 72 OR 73 EXTERIOR� MOR 73 T� M OR 73 PRODUCT 11 4 48 ppn wl thoFbridt '� 113 11 9 11 10 %8 48 47 0 8 ll p 113 113 L EXTERIOR 112 6 �) 6 6 h4ixml D P CPIIPp LYNN ®F�ESILLSCREEN �FRAME SILL WFRAME SILL �?�• N10EN85•,6p No.a87 •ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3,SHEETS 6.6 FOR DP(PSF)ASSOCIATED WITH STILE. "13 ' / e�tS w am0oas %��'•.. $ATE P <C/: 1of07ECRHOLOGYP VERTICAL TION DETAILS ',,'�`�.•• F<oR1oP.••'��: x vEner�F1.3aa7e � ,��ss••.......• , lomw SERIES 770 ALUM.SOD-LM IMPACT �U"N��N. �� eedsase ae e e •�� /°" 0.LYNN P.E. JR 11WfOH4 0.� CERT.OFAUIH.R2 M SDD 770 NTS 18 d 22 PGT0130 P.E.Rwol r ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) 5 4!NTEE!OR 81 113 198 28 28 7 � 11 113 27 63 28 27 63 103 82 111 63 60 OR 61 80 OR 61 60 OR 81 85 � 14 28 120 es 65 6 EXTERIOR 111 8'L v EXTERIOR 111 82 WEPMR P HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS E)� oa I TERI EXTEaoR W(EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY qR p L7o7-1 ��7tol�; 61 INTERLOCK 14 113 n , ,0•• 80 61 81118•• • • �E ERIOR113 • • �j E •• ••• 113 103 118�tST W� 7 0000•••• • • 87 ••�� • 68 •• • STANuwt!i&QAAGAL#6T da HEAVY-DUTY ASTRAGAL#68 90°OUTSIDE CORNER W INSIDE CORNER •ITEM#81(HEAVY-DUTY • Lt WITH STANDARD STILES#80 L2 WITH HEAVY-DUTY STILES#61 1 2, RACK �SHOWN 2 TRACK SHOWN •••••• •• STILE)SHOWN,ITEM#80 • • EXTERIOFbSOXASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO •••:•• • ••(SOX-OUTf ffiA04$O BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES ••••• •• TOWARDS I�f�pR(BOX-IN) TOWARDS INTERIOR(BOXdN) 1-3,SHEETS 6-8 FOR DP • • • • • (PSF)ASSOCIATED WITH 0000•••• • • • •• *00* STILES. • • • •• ••• 4LNMMOR ••00.00 0000• 0000 0 31 OCKP • • LJ • 6&107-1 • 0000 •• • INTERIOR 4 OR10R 0000•••• • 6 5 INT ••• • 136° PRODucrRmNlim 7 11 as WbadoFled& 136° BOAdiugC"o 14 5 61 32 AO0 to"NO 103 Ir sw ia•Dete EXT �� 11 6E�O MGuni Rude r Coaho 7 107- 14 31 103 81 J�, TE 7 35° GYNN 5 81011 ®1INSIDE CORNER ;��,Z,p ,........ oz 2-TRACK SHOWN 16jh135°OUTSIDE CORNER 40.56705 01 2-TRACK SHOWN _ .... HORIZONTAL.SECTION DETAILS.CORNERS pC);'.. �34A€o+ ;: _........ °_.1..... a �I, r ! i +_! }�rr�' fn.ae!/8' 1�`„!'"�1-t,r,.�nt,•,f��__—_____ -..__.. ..__._. 1�---4-j �.I,Y.,y ,Ci:�" 4.4 _— ��xsiB&o 'ins . ._. _,._r... ..__:._-... Ti]6:=ai*3s"rEailas°-'� o_ e_�_•�r's�'�-, _ r'r,,,,:hr::-' Item POT I POT# DeOcdpffon Item PGT POT# Desedpdon NOTES: DW .# own.0 1)ALL ALUMINUM=808378 1 17308 817308 2- HERO 88 GUANEXTRUSFAL WRASEAL SPACER(COMPOSUE 2 17303 817303 2-TRACK HEAD WIIH SCREEN RAL SEALAN713ESSICANq 2)ITEMS#33-39.57-59.66,78.8"9. 3 17259 017309 3-TRACK HEAD 60 17325 817325 PANEL STILE 121&122 ARE NOT USED AND ARE 4 17312 817312 4-TRACK HEAD ei 17328 9173.20 PANEL STILE(HEAVY DULY) NOT PART OF THIS APPROVAL. 5 17314 917314 FRAME SCREW COVER 02 17327 817327 INTERLOCK ADAPTOR 0 17317 617317 FRAME HEADIJAMS ADD ON 83 1225 OM46 VINYL BULB WSTP.-THIN(NSDE INTERLOCK) 3)USE OF#12 OR#13 REQUIRES 7 17304 617254 24MCK S&L 04 1729 71729 SILL END NrtATHER87RP PAD MIN.#10 SMS OR 3118"MASONRY 8 17301 817301 2-TRUCK BILL WITH SCREEN RAIL 65 17329 817328: INTERLOCK SCREW COVER ANCHORS @ 24'MAX.O.C. 9 17307 817307 3•TRACK SILL 67 17325 017325 ASTRAOAL 10 17310 817310 44MCK SILL 68 17339 617339 HEAVY DUTY ASTRAGAL 11 17313 817313 FRAME SILL TRACK INSERT 69 17324 817324 TOP B BOTTOM RUL 12 17315 817315 FRAME SILL SCREEN AODON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP DOENSIDN(INJECTION MOLDED) 13 17318 017316 FRAME SILL SCREEN ENDADD-0N(SEE NOTE 3) 71 1895 71898 1-U2'X 1'X3/4•HIGH FN SEAL 091ST PLUGS 14 17325 617325 2-7RACK JAMB 72 1 8153 7e153X TANDEM ST.STL ROLLER ABBY. 15 17302 617302 2-TRACK JAMB WON SCREEN RAIL 73 8163 7815! TANDEM NYLON ROLLER ABBY. 18 17308 817308 3-TRACK JAMB 74 SLICON DDW-M,00W-985 OR GE 7700 17 17311 617311 4-TRACK JAMB 75 8185 7918EX GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 18 17322 817322 SILL RISER-FLAT,FLUSH,1-U2" 78 71032)OFPFX 41032 X 1'FL SS SCREW W/TYPE'F'TP • 1% 0 17319 617319 SILL REM-BOX FLUSH,1-IW 7T 7103239 1032 STEEL ZINC UNLIT • 017321 017321 SILL RISER-FLAT,LOW,2-12" 79 17357 017357 1.18 BEAD •••••• • 1 17319 eyffif SILL RISER-BW(LOW,2U2' SO 17359 817359 7/18'BEAD/FDEO PANEL CLIP • • 22 417355 4017 5• SU RISER-FLAT,MEDONA,3-114' 81 17380 817380 9118'BEAD • 17354 SIM SILL RISER-BOX MEDUM,3.114' 82 1224 OTP247K VINYL BULB WEATHERSTRP • 24 17323 • 6177323• SILL RISER-FLAT,HIGH,4' 63 81745 1745 LOWE INC,V7 X1116'SOL SIDE ADH.TAPE,POLYETH. • 17320 98f12*• SU RISER-BOX HIGH,4' 100 =2 48052 ROLLER AD4 HOLE PLUG •••••• • 26 17333 IPV34• POCKET P-HOOK 101 72887 JAMB BUMPER ••••• • 4H 7070 • 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1896 71888 DUST PLUG • • 17334 POCKET P HOOK MOUNT 1036168 7818D( 1'KEEPER ••••• Wo •17335 aWWS P4100KCOVER 104 253 7SDKEEP SCREEN LOCK KEEPER • 17348 8 POCKET P-HOOK FOR BOXREER 105 17344 817344 FDEO PANEL CLIP-9'LONG i•••• 31 17378 81 135 CORNER 10B 17352 817352 FOM PANEL RETAINER-916' • • 17378 135 FWD MOUNT 107 1739 71739' HANDLE K9-INTERIOR RAISED WITH THUMB TURN •••••• 000 ••0�✓i�2040 ARE SCREEN PARTS: 108 1740 71740 HANDLE KO'-RAISED E)TERNXR HANDLE •• • 4 •4319 812258 SCREEN SIDE RAIL-LOCKSTILE 109 1731 781=N HANDLE KR INTEIOR-RECESSED RWITH THRHMB TURN • 4ZpjRpr SCREEN LOC(SET 110 1732 TOWS HANDLE KR-RgCESSED EJOERIOR PULL 00000* 42 • &41818* SCREEN KEEPER SPACER SET 111 710MPPSOAX#10 X314•PH.PN.TEK-S.S. • 6152 68152 SCREEN NIERLOC(ADAPTER 112 1235 67816 WBTP,.270 X.170-FN SEAL 44 4428 84428 SCREEN DOUBLE INTERLOCK 113 1712 04086' .187 X.230'FNSEAL 45 4317 812258 SCREEN TOP RAIL 114 710MISPAX 010 X 1-1/2" 46 4318 e12257 SCREEN BOTTOM RAO. 115 710xpPT #10 X T 47 688 78RAZ STANDARD ROLLER 118 72=X 91420X1'8.8. FRODHCTRmaww wilh48 BOB 78RAX STANDARD ROLLER-ST.STL 117 720X112X #14-20X1-U2'S.S. g Oode � Iei 48 4344 04344 SCREEN ASTRAGAL 118 17338 017325 90 DEGREE CORNER RECEIVER Aaooywrce No 60 17348 817349 ON)SCREEN ASTRAGAL ADAPTER 119 17337 917337 90 DEGREE OIRSDE CORNER ASTRAGAL 20 51 1692 81892 SCREEN SPLINE-.185' 120 17335 8117338 90 DEGREE NSDE CORNER ASTRAGAL 62 1894 01094 SCREEN SPLINE-.150' 123 17582 817352 FDEO PANEL RETAINER,718' Tani 1 VYNN 63 8/81SC20 SCREEN GOTH \��'0\x ......49/(�'�i�� 54 1725 IW XCXU16'SET.BLOCK,NEOPRENE85+15 ��.•'JOENSE'•.FQ 55 1728 P X4'X 1/18°BET.BL�K,NEOPRENE NOTES: = No.58705 _ 1)ALL ALUMINUM=6063-T8 2)ITEMS#33-W,57-59,66,78,84-99,121&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. , O'• ts"If �' : 2U. aopea :�p•.• }D70TEQ18Vp.00YORNH PARTS LIST ��'• FKORAOP•••(j�� vaaca;n 5j�T SERIES 770 ALUM.SQD-LM IMPACT '�iS�ONN-E (941)4B0.1BQ0 m a rsm ,� A.ivrK�l'A '11LER,P.E. A 10/10/14 naw CORT.OFA1/1N. 9 80!1770 TUTS 20 d 22 Pt37D1� P.E#58748 5.088" 8.682° 1'38" I-- 0.080° 1.872" 1.211" 1.505" 0.081" 0.081.019" 0.081° 1O2_TRACK HEAD to 4-TRACK SOL 0. SCREEN(6063-T8 AL) (6083T6 AL) 40 STILE 6.198" (6063-T6 AL) 8.198" 8.528" 9" 0.08(' 1.045" 1.211" ' r ---I ...Jl. 1.993° 0.082° 0.081° O2 2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL (8083 T8 AL) (6063 T8 AL) 14 2-TRACK JAMB STOP RAIL (6063-T6 AL) (6083-TB AL) • •• 7.106" 8.221" t6 SCREEN TRACK/ • • • 0.080° 083-76 AL) -� 1.38" • • • • • • •• "'l R f 1� 0.875" • • • • 1.505" •• ••• 1.211' 1.36" •••••• • • 1.993" • • •• •• � 0.062" • 0.081° 3-TRACK HEAD O8 %TRACK SIL W/SCREEN TRACK 0.081" • • • • (8063-T8 AL) (8083-T8 AL)'. SCREEN •••e• • ••• •••••• BOTTOM RAIL • • (6083 T6 AL) ••••• • 9.142" 0.081' • • • •• •• • O.ObIY' • •••••• • •• •• • 1.211° 1.506° 7.106" • •••••• • P• • 9.141° •+••• 0.081 O4-TRACK HEAD OZ--TRACK SILL • • (8083 T8 AL) (8083-T8 AL) 7- 1.514" 0.082" 0.080° wma 1 o. 0.760° trace No ! O 1.2so° 53z" 1.516" 1.990" tiami Dade P OFRAMEHEAD/JAMB SCREEN FRAME SILL SCREENFRAME SILL SCREEN OADD-ON ADD-ON tz ADD-ON ,3 END ADD ON 78 3-TRACK JAMB ��.•`�ErosE''`.F� (6063-T6 AL) (8083-T6 AL) (6083-T6 AL) (8083 T8 Al) REQUIRES MIN.#10 SMS REQUIRES MIN.910 SMS OR 3/18'MASONRY OR 3/18"MASONRY 17 4-TRACK JAMB _ No.58705 SEE SHEET 17 FOR SILL RISERS. ANCHORS®24°MAX.O.C. ANCHORS @ 24°MAX O.C. (6083-T6 AL) 11 3 en ess"b•e: ST TE OP �� Rmmp am. r#mtaatxaoora EXTRUSIONS �T . FIORiOP•''G�� ra a SERIES 770 ALUM.SGD-LM IMPACT is`1S'�I .... ft aftdWrl4a#•r6o# aawfinea eos. ®sea I" we: A.LYNMddILLI'f�,�.E. JR• 10110114 t> CFRL OFWM�W78B ® 8OD•7f0 NTS 21 u 22 PQT0130 P.E.#88M •R 0.7181 0.83° 3.802° 3.802" 2.304° � 0.752° J 0.76 L >~6° ,.,�,"� 0.6 0.674° 0.798° 0.082° 0.080° 0.082 -� 0.284° 0, 0.082° 0.075° FRAME SILL P-HOOK MOUNTING P-HOOK SCREW 6 COVER 11 TRACK OP-HOOK OADARTOR COVER 0.080° O P-HOOK FOR BOX RISER (8083 T6 AL) (608378 AL) (8083-78 AL) (6063-T8 AL) (8083 T6 AL) (8003 78 AL) .165° 4° 2.30° 1.488° 1.739° 0.080" 0.830° 0.062" 1.800 0.133° 1.800 0.062" 1.303° �' 1.870° 1• 018° 0.326° 1.974" 3.126° 3.12b° 0•�" 2.44° INTERLOCK INTERLOCK 37 136°CORNER 32 136°FIXED MOUNT O STANDARD STILE HEAVY DUTY STILE 82 AO DAP R @SCREW COVER • •• (8083-T8 AL) (8083-T8 AL) (8083-T8 AL) (8083-T8 AL) (8083 T8 AL) (9083 T6 AL) • • ••• • • •• 3,979° •••••• 3.9796 • • • • • � 4.126" ••••• •••••• • • • •••••••••:•••• :• • • •••••••• 1 .0 °50° 0.075° 1601.060" 1.00 1.846" 0.0821.304°wii: • 1.845° .811" .485° (I +- � .046° �►- 04b° ••••• • • i 01Zf�•• 0.281" 3.2B GLAZING 7/10'GLAZING 9/18"GLAZING i••••i • •O STA D A TRAGAL O HEAVY DUTY ASTRAGAL O TOPJBOTTOM RAIL@�� @ 81 • • " ( ) (eos3 TS AL) (8083-78 AL� sEAD LG. sEAo FucEo BEAD •••••• •••• •••••• (8083-TB AL) PANES (WTTBAL) (8083-T8 AL) •• •• 1.003° • ••• 1.03° •••••• • • ••••• 4" b.821° • 0.717 0.080 0.060° OPA ED � gipB FDlmide 106 FIXED CLIP 0.709° 2.893° 0.133" .498° 0.133° Cad@ (808!TB AL) 1.498° tauaeNo .160° 0883 U 0.080° L1Z0 7 ;-] 4° P Conhol 0 txi FIXED PANEL 5..,- 0-M .821° RETAINER.718° 2.828" 720 90"INSIDE CORNER ASTRAGAL `\�.�O�I LYNN 0.080° (63T8 AL) 719 90°OUTSIDE CORNER ASTRAGAL (6063-T8 AL) �j,.•'\OENSg FOCED PANEL 178 90°CORNER RECEIVER (��T8 Al) �';' �r 708 RETAINER.9/18° (0083-T8 AL) 58705 (6083-TB AL) C � a-doxN�+atoru Oaetce>e % SATE OF IM IONW DMWyffo EXTRUSIONS p� fiLOR\OQ•' (� � SERIES 770 ALUM.SGD-LM IMPACT �M VRAM FL 34M '�i,`SS/pNAV .� ' eewvoee •..tom, ,� a LIINN�JILLEtQ p E. R tt OH4 0� Certr�aunGB WD•770 NTS 22 a 22 PQTM90 P.E.@68708 a 9 MIAMI-DADE MIAMI DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) www inmidad . v/e onom Lawson Industries,Inc. 8501 NW 90's Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product ERProduct Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"4200/6200 Flange-From 'Aluminum Fixed Window--L.M.I. APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange-Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 afTecting 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!8`4146 ectii&al tge j&site at the request of the Building Official. This NOA revises NOA No.1�2i-03i 1.� ;A Qom ';ts of this page 1 and evidence pages E-1,E-2 and E 3, as well as approval documenfittentibbed abj . • • •• The submitted documentation was reviewed by Jaime D.Gascon,P.E: • s•• • ••• • ••• ••• f •• •• =Deceinber11,2014 08.18 MIAMbDADE COUNTY •• �. , ••• ••• E2017 12 App2014••• ••11agel . • • • • • • . . . . •• •• . . • •• •• ... . • . ... . • Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0307.06) 2. Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an arch-and a rectangular fm-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11 3363, both dated 03/05/12, signed and sealed by Rafael Droz-Seda,P. E. (Submitted under previous NOA No. 12-0307.06) 2. 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 a rectangular---, a circular arch- and an elliptical arch fin-frame fixed window, prepared by Hurricane Engineering & Testing;Inc., Test Reports No.'s HETI--09 2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI-09-2584, dated 07/10/09,HETI 09 2582, dated 07/10/09,HETI-09 2580 and dated 07/10/09, all signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 12-030706) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09 2613, dated 09/04/09, HETI-09 2611, dated 09/04/09, HETI-09 2585, dated 07/10/09, HETI--09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09,all signed and sealed by Candido F. Font,P.E. (Submitted render previous NOA No. 12-0307.06) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI43-1779, dated 01/30/03 and HETI434776,dated 01/30/03, all signed and sealed by Rafael Droz-Seda,P. E. (Submitted Upd�ery�e Dior s NOA No. 03-0327.11) Jaime D.Gascon,*?.E. Product Control Section Supervisor .. . . . . . . . . NOA No. 14-0908.18 . .. . . . . . .. "' ••• • Expiration Date: August 22,2017 Approval Date: December 11,2014 ... . . ... . E:1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . t Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. 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 a rectangular-, a circular arch- and an elliptical arch fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz-Seda,P.E. (Submitted under previous NOA No. 03-0327.11) 6. 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 along with marked-up drawings and installation diagram of a circular arch fin-frame fixed window,prepared by Hurricane Engineering&Testing, Inc., Test Reports No.'s HETI-02-1215, dated 04/08/02 and HETI-01-1193,dated 04/08/02,both signed and sealed by Hector Medina,P. E. (Submitted under previous NDA No. 02-0701.01) 7. 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 a rectangular-, a circular arch- and an elliptical arch fm-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1158, dated 04/08/02, HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina,P.E. (Submitted under previous NOA No. 02-0701. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307:06) 2. Glazing complies with ASTM E1300--04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). . .. . . . . ... . Jaime D.Gascon,P. "' ••• Product Control Section Supervisor • NOA No.14-0908.18 • " Expiration Date: August 22,2017 Approval Date: December 11,2014 • •• •• • • • •• •• ••• • • • ••• • • Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129,27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5`h Edition (2014), issued by manufacturer,dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, issued by manufacturer, dated 03/02/12,signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12--0307.06) 4. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA No. 12-0307.06) 5. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09 2586, dated 07/10/09, HETI-09 2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI 09 2580, dated 07/10/09, HETI-09--2613, dated 09/04/09,HETI-09 2611,dated 09/04/09,HETI-09 2585, dated 07/10/09,HETI-09-2581, dated 07/10/09 and HETI-09 2579,dated 07/10/09, all issued by Hurricane Engineering& Testing, Inc., signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 12 0307.06) 6. Laboratory compliance letter for Test Reports No.'s HETI 12-4010 dated 03/05/12, HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated 01/30/03, HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering &-Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange-Frame" Aluminum Fixed Window - L.M.I.", approved on 05/24/12 adci expiringAn.•t? / ,2 /�7g• /�/ Jaime D.Gascon,P.E. • '•' ••• see 0:9 Product Control Section Supervisor • . . . . .' • • NOA No.14-0908.18 .. . . . • '• Expiration Date: August 22,2017 ... . ... . . . Approval Date: December 11,2014 ... . ... . E 0-3 • • • ••• • • . . . . . . . :.*0: . .. .. . . . 00' SERIES-4200 / 6200 FIXED IMPACT WINDOW - FLANGE FRAME WIND o 740812 IDTH A.L. OPG. o � APPROVED WINDOW ELEVATIONS (L.M.IMPACT� A 2TYP. h 6'MAX TYP. nl I Ij AT CORNERS C 0 c II II G vlNtrov HE[C@I VINDDV NEICdIT vDmtry HEIfNiT Z it P. 0 12• TY%. pM V�INDDV LEG HT. 0 3�+O X {tI D Z 2 .y 1.� �J / if 0§0 Z m '�, WINDOW VIDTH VINDDV VIDTH Z II C O OUARTER—ROUND ELEVATION C i'RODUCTREVBED • •• HALF—ROtMtO rYPICAL ELEVATION ARCHED PtCM WINDOW 3 �—'',�i---- "�"ji - as comp! ,,,,,/�I IAB NIDD y�Q /�A • ••• • • II Bac eptmuonw 9V X18 0000. , 0000 B I GV,2 •••• . : weld Dao a Con � � CS 'wRaw I¢IGxr •• vDt'PDvsrEl WINDOW HEIGHT TYPICAL ELEVATION MUNI NS HARE APPLIED COLONIALT.FALSE c • "'I" TESTED UNIT AVAIu,�� OPTIC, c, 6 •••• �,,n� ••'�•► MNAYJMUM GLASS AREA TESTED APPLIES TO p c o • �itmni' • ••••• VINIDV WIDTH GLASS TYPES: E, F, J, K AND L. - SEE l VWDOV WIDTH 'm .d ••t�G�Trwc��ELEVAwDN •• DESIGN LOAD CAPACITY TABLES ON SHEET 4 WINDOWS ARE L.M. IMPACT • 0 &&A�NGuLAR Ttpc L ELEvAn SQUARE PMRE WINDOW ELEVATION FOR SIZE LIMITATIONS OF EACH GLASS TYPE. MIAMI-DADE COUNTY APPROVED I • • •• •••• SHUTTERS NOT REQUIRED • • 0000•• 4�, Md "' ••• General Notes: • 'minv I¢1GHr ••• vigwv 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS ��J ••••� • •' WHIM OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE 1 • • M' VELOCITY (HM) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. Lt--- i v��• L (SHUTTERS NOT REQUIRED)FULL ROUND TYPICAL EUVATICIN o b— WINDOW WIDTH 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING o vmTH RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS I OF 2014 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. R ffi E RECTANGULAR TYPICAL ETEMON SQUARE PICTURE WINDOW ELEVATION 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE b ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND WINDOW1.. GxT� J v�°0V FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; e LEG RT, ( (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). � �� f 1! 6.) WINDOWS WITH GLASS TYPES "H, C. F, OR G'INSTALLED ABOVE 30It. IN THE HVHZ, THE WINDOW WIDTH ' L I.G. EXTERIOR LITS SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT vtNDOv vmTH RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). OVAL TYPMAL ELEVATION LEGGED EYE BROW ELEVATION 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 6. QUARTER-ROUND ELEVATION FALSE U SILICONE 9.) WOOD BUCKS IN CONTACT WITHON RETE MUSTOPTIONAL /BE PRESSURE TREATED ANDANCHORED ��p�, ►I,a �� (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) y'�•••••••••..�o+o ALLOWABLE LOADS FOR ALTERNATE WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, SHAPES AS SHOWN,CAN BE VERIFIED 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 1 VINMV HEtGHT BY INSCRIBING PICTURE WNDOW SHAPE , WINEV HE %THIN A SOUARE OR RECTANGLE,AS 11.) MULLING FDMD WINDOWS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED PRODUCTS fl � �:& SHOW IN DOTTED ONES AND OBTAINING USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE C' r— ALLOWABLE LOADS FROM THOSE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE v' i SHAPES PROVIDED PERIMETER ENTIRE MULLED SYSTEM. WINDOW VILLIN FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. 12.) SEE SHEET # 6 FOR MULLION/ME'T'AL ATTACHMENT DETAILS & OPTIONS. Y� ..• O vea OCTAGON TYPICAL ELEVATION -ELLIPTICAL'TYPICAI UBMM 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO HE fie Its (:.`T PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG..CODE. C A 114 SAS.W/1 1/4' 014 SMS.W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY MIR 6;iDMENT INT13 WOOD. PT.WOOD BUCKS HIM EMBEDMENT INTO WOOD. TO BE REVIEWED BY BLDG.OFFICIAL(TYP.) (SEE ELEVATION AT SHEET 41 F13R MAX.FASTENER SPACING) (SEE EL VATION AT SHEET#1 FOR MAX.FASTENER SPACING) V4 MAX. INTERIOR CONE:ADHESIVE SHIM NlIT BY LAWSON DOING COMPOUND SPACE I'MIN. INTERIOR FINISH mi—Disil INTERIOR/ LAMINATED GLASS rm V4'TAPC13N W/1 1/4' '10 EXT.GRADE gypp (SEE ELEVAT113N AT SHEET 4 CAULK--N\ FDR MA%,FASTENER SPACING) a rK -V \A EXT.GRADE BACX BEDDDfa MIN. TO BE APPLIED BERM -------- WINDOW FRAME rLANGE By VEATHERPRO[Ir INSTALLER CTYP.) 1 1/8, MIR MOISTURE BARRIE BY OTHERS(7YR EDGE DISTANCE EXTERIOR ...... EXTERIOR OR 44 0 EXT. GRADE • EXTERIOR CAU 00 PERIMETER CAULKING ........... 00 EW.GRADE PERIMETER FRANC VIDTH • =0%TV., 00 a APPLIED BY OTHERS 11 MIR 014 SAS,W 1 1/4' 1/41 TAPCON W/ 1 1/41 ST=Q GAR METAL LATH MAW??*• iwta MIR EMBEDMENT INTO WOOD. MIN. EMBEDMENTIN (SEE ELEVATION AT SHEET#1 TO E'Nr'PL (SEE ELEVATION AT CONC. 01 TO= IFIED B;WARCHIMIXI- FOR MAX.FASTENER SPACING) FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. WNSH By OTHme 0 NOT W LAWSPOINIUSTRIES,1"0 0*• EXT. GRADE 1 1/8,Him MUST SUSTAIN IMPOSED LOADS 0 CAULK EDGE D -**o: C lXaQ�N DETAIL 1 1 4'MIR --v 7 10 so EMBEDMENT BTS Q 66 •0 0 0 0 • AEMBEDMENT 0 060000 0.000• 0000 00.00• 0 0000 <5 000000 • 0 0 < 0 0 EXTERIOR is PERIMETER CAULKING I A Fl EE 'R Z. AgIE GRADE GI RIM v �7��4 nt • A L SILICONE'ADHESIVE {hhhilllVREODMING CONPOlIND 10 EXTERIOR INTERIOR 5 i II 11 WWOW INSTALLATION NOTES: 1/41 MAX. 1,THE WIND13W FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT, . I SHIM I GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE TYP 10 -LAMINATED GLASS BY WINDOW INSTALLER(TYP.) 3 el THE EXPOSEDPERIMETER 13F THE WINDOW FRAME TO mi @ BE SEALED W/AN APPROVED EXTERIOR GRADE CAULK EMBEDMENT EXTERIOR GRADE BY OTHERS (TYP.) PERIMETER CAULKING • ........ • WHEN THE GAP BMVFZN THE WINDOW FRAME AND THE BUCK OR IE/ W 0 MASONRY IS LESS THAN 1/8, SHIMS ARE NOT REQUIRED. A ANCHORS NOTE: OR a BY 4. rtit WOOD BUCK -PwD.UcrT fi4vism X3 A 1 1 4' llo*YA* ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR EM 1/41 TAPCONS or APPROVED CONC. FASTENERS INTO CONC., -;' WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR it. fAccapuulDoDlo CONC. AT 12' D.C. MAX, 04 LAMINATED INSULATED GLASS COMPOSITION TYPE B 6 16 LAMINATED GLASS Cd OSITION - TYPE A SILICONE TI'EM DESCRIPTION SCHNEE-MOREHEAD SM 5731 �fi1IL ITE11 GLASS DESCRIPTION DETAIL DOW CORNING 899 � _ _ TREMCO SPECTRUM 2 1 1/8' ANN.GLASS ______._. i� 1 1/8'ANNEALED GLASS --?_-= c $ O 2 0.090' SAFLEX PVB-SOLUTIA yip• - �- 2 0,090' BUTACITE PVD-DUPONT 3 1/8'ANNEALED GLASS ✓�' =_- = '� _ M 3 1/8'AAWEALED GLASS 1 aano• M t 4 1/4'INSULATED AIR SPACE L8' c --' m � m LAMINATED S C•) 1/8'ANNEALED OR TEMPERED GLASS T 5 18 LAMINATED GLASS COMPOSITION - TYPED MONOLITHIC Mal GLASS DESCRIPTION $ DETAIL s o y LAMINATED INSULATED GLASS COMPOSITION TYPE C U A tI 1 .__.�_ I 1/8 HEAT-STRENGHTENEA GLASS -=-=T i ti ITBM DESCRIPTION DETAIL -� 2 CAW BUTACITE PVB-DUPONT a _ _______ {- GLAZING STOP i6 s z0. ® CIRCULAR WDWS. p 1 1/8'ANNEALED GLASS a/t6'_-- - = 3 1/8'HEAT-STRENGHTENED GLASS I 1 a31a W x 2 0A90' SAFLEX PVH-SDLUTIA ® lA• G 3 I/8•ANNEALED GLASS =- - �� J 4 till a 1/a•INSULATED AIR SPACE --_____ 19 32 LAMINATED GLASS COMPOSITION - TYPE E LAMINATED MONOLOHIC MONOLITHIC a�3j 5 Cm) 3/16'ANNEALED OR TEMPERED GLASS ITEM GLASS DESCRIPTION DETAIL I� 1 3/16'HEAT-STRENGHTENED GLASS LAMINATED MUOTIV GLASS COMPOSITION TYPE F 2 0490' SAFLEX PVR-SDLUTIA aTlts = - --_ _ r-= _..r auk•• D ON • DETAIL 3 1/8'HEAT-STRENGHTENED GLASS 1 0.108• I 1/ HEAT-S T D GLASS • _ _ g,69D. 0,600. •BI 6000'BUTACITS PVD-BUPDNT • � 7 16 LAMINATED GLASS COMPOSITION - TYPE H ® �y - ®-_�X16. GLAZING DEPTH GLAZING DEPTH 1/8'HEAT-STRE HTEtD GLASS -"=- - ITEM Li1.A88 DESCRIPTION DETAIL. p N •4 1/4'INSULATED AIR SPACE •V7°' "' ==- 1 3/16'ANNEALED GLASS ��3_/_16_•1�� _ - =� 2 C N CU 'ANNEA (F TEMPERED GL. ^ 2 0.090' SAFLEX PVB-SDLUTIA a — `� LAMINATED ~ ••••• • ••• •••••• 3 3/16' ANNEALED GLASS ��I�� "- - MONOLITHIC -LASMATED INSULATED GLASS COMPOSITION TYPE G 'SILICONE OPTIONS', EEii N ITEM DP.S/RIPTI•N • • DETAIL -- -_ _ - MW CORNING 899 •• 7 18 LAMINATED GLASS COMPOSITION - TYPE I SCHNEE-MUREHEAD 5731 m •isVW HEAT-STRENGHTENED GLASS yty _ _ _ ��" -r�:�_- _ • •• •• --'"' I ITEM GLASS DESCRIPTION DETAIL. TREMCO SPECTRUM 2 2 O.fRlO' BUTACITE`PVR-DUPONT ® V1• ate• _ __ T tt�� •' WW HEAT-STRGNSWVCD MASS*• ==' == naw• 3 3/16'ANNEALED GLASS =-0.1 0.600, V4'INSULA ACE �T' -`-- _ 2 O.CW BUTACITE PVB-DUPONT 6 --- GLAZING DEPTH • 1 - 3 3/16' ANNEALED GLASS •C�)3/16'ANNEALED DR TEMPERED GYAS • ro y LAMINATED GLASS COMPOSITION TYPE L 7 18 LAMINATED GLASS COMPOSITION - TYPE a LAMINATED/MONOLIMC GLASS $� 1TEEi DBSCRIP140N DETAIL Mal GLASS DESCRIPTION DETAIL TYPICAL GLAZING DETAIL R L� 1 3/16'HEAT-STRENGHTENED GLASS 3A6 =�-_ 1 1 3/16' HEAT-STRENGHTENED GLASS 2 OA90' BUTACITE PVB-DUPDNT ® a/a• 2 UW SGP_DUPICNT x16110' o a «c333 3 3/16'HEAT-STRENGHTENED GLASS sits• =_' amt• - - 3 3/36' HEAT-STRENGHTENED GLASS 1 - 4 1/4'INSULATED AIR SPACE 5 3/16'TEMPERED GLASS T 7 18 LAMINATED GLASS COMPOSITION - TYPE K z � Notes. 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. ITEM GLASS DESCRIPTION z DETAIL �d 2.)WINDOWS WITH GLASS TYPES "B, C, F. OR G' INSTALLED 1 3/16'HEAT-STRENGHTENED GLASS -� 4 ABOVE 30 FT. IN THE HVHZ, THE I.G. X)n=OR LITE SHALL 2 0.090' BUTACiTE PVB-DUPONT e HE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2010, SecUon 2411.3.3.7). 3 3/16'HEAT-STRENGHTENED GLASS 6 IIIIgU1111!!!!/` 12 4ED �o� * ba'SILICONE OPTIONS', NODOW CORNING 899 �SCHNEE-MOREHEAD 573OQ 1 } O;TREMCO SPECTRUH 2P1tLAMINATED I LAMINAT ��INSULATED DAINSULATAcoeplanOoNso .• j GLAZING DEPTH GLAZING DEPTH LAMINATED/INSULATED GLASS TYPICAL GLAZING DETAIL 1pIIII IIA` a NBaml'baAo Prodaa Cmuro 42008200 FIXED IMPACT WINDOW MODULAR SIZES CHART-DESIGN LOAD CAPACITY•PSF 42008200 FIXED IMPACT WINDOW COMMODITY SIZES CHART•DESIGN LOAD CAPACITY-PSF WINDOW DIMS. GLASS TYPES WINDOW DIMS.I GLASS TYPES a VtloTx LENGTH A B C D E F G H I J K L 1NIDiH LENGTH A B C b E F G HI J K -L tn. +/.DP M-DP +/-DP +/-DP +/-DP +/-DP +/- P +F +/-DP +/-DP +/-DP +I-DP In. +1-DPM-DP +/-DP +1-DP 4/-DP +/-DP +l- P +F DP +/-DP +/-OP +FDP +1.OP 2 BS 119 88 88 116 68 88 811 118 78 86 88 18.1/8' 88 68 88 86 88 BB 88 78 Bb to Q 38' as BB 68 68 85 68 88 88 78 65 88 26.12' BS 68 68 BB 65 88 Be BB 68 78 66 68 m' h 88 68 08 68 65 68 88 88 68 78 86 68 37° 26" 88 88 68 68 65 88 68 68 6x 78 66 80 to m 42° 38° 88 6g 88 88 85 88 88 Be 611 78 85 BB 48° 68 68 68 Be 65 68 88 68 '68 78 06 �j c� t5 48" as 68 88 88 65 68 as 68 88 86 Be 53V8' 88 x8 68 86 65 68 as Bx 68 78 86 BB o w 54° Be 68 08 BS 65 68 68 68 68 78 5 68 &1 68 68 8 68 68 68 BB 78 65 68 m O to a 68 68 BS 65 68 68 78 26.1/7 88 08 OS 68 65 68 68 68 68 78 65 Be v 24° 88 68 68 85 68 88 611 BS 78 06 —Sr3&318' 88 68 88 88 85 68 68 662 B62 78 65 68 3 �" B 118 Be Be 88 BS 89 78 116 8g 4W Bs 68 68 68 65 as 63.8 63 7 86 65 Z a° C B 68 86 85 88 Be 7 B 68 63.1/11 88 68 68 68 05 88 .8 83.8 78 65 68 42' 48" Be 68 68 68 65 68 .7 68.3 78 66 68 1&1g 88 08 Be 08 &5 88 BS 118 88 78 BS 68 o w= 40' 88 88 BB BS 65 68 68 58.6 61 78 65 Be 28.1/2' 68 BB 88 Be 65 60 88 66 68 76 85 68 5 0 I 64" x x x Be 65 68 Be 5x6 x 78 as BS gp 60-&8' 68 68 68 Be 65 68 Be 68.2 662 78 86 68 o �" x x x Be 85 68 88 x x 78 86 Be N 2 08 88 gg x8 08 5 411' x x x 88 85 BB 88 x 51 78 85 88 ro 3O' 88 68 88 68 Be BB 68 78 65 gg 53.118' x x x 88 BS 88 Be x x 78 116 68 I ' 68 BB BB Be 68 BB 4. 68 78 85 194ff Be 88 88 BB 05 68 Be BS 68 78 65 68 p 28.112" 88 68 88 BB Bb 88 88 68 Be 78 86 BB 41F 60" •I ••x x 88 65 68 BB 84.7 6x3 79 05 BB P. 37" 68" 08 BB 88 88 85 88 Be x 062 78 85 68 411' • a• x 65 x x x x 78 86 88 z • yc•• x• 86 x x x 78 6 � �' x x x 88 85 68 88 x 78 85 BB • x x x x 116 x x x x 78 85 811 63.1!8' x x x x 65 88 x x x 78 66 Be 19-18" Be 68 68 65 86 B 68 Be 8 85 H 24" 88 88 65 68 Be as 78 65 88 Fa • 68 88 65 88 68 68 78 65 68 26-10 68 BB asRoax., 65 88 8 6x 68 78 66 68 a x x x• •BB BB 88 85.5 78 gg 37" 83° x x x 65 Be Be x 882 78 65 68 72" x • x x• •R• 65 88 x x x' 78 85 40' x x x 65 68 x x x 78 65 68 c x x x x 65 x x x x 78 85 W x x x 86 x x x 7 8 a'i • x x 05 x x x x 74.7 86 68 19.1/11' 88 61385 BB Be 68 68 78 65 68 t+ 1 x 66 x x x x 72 05 68 26Be SB 68 85 6g x Be 78 5 68 2 BB 8x 88 Bg 88 �° 74" x x x 86 68 Be x x 78 05 118 4W • B&• Bit 115 611 ee gB e9 78 85 Bg 46 x x x36" +k • y x• 88 Bx 08 64.9 88 78 65 68 531!8° x x x 65 BB x x x 72 65 88 • 42' •74" x• •>,• x •'►A• 85 x x x x 78 BS 118 11/8' 88 88 88 88 85 80 Be 611 6g 78 05 68 • ?L–w x x 65 x x x x 756 85 68 !!4W' 112" 88 88 88 88 85 68 88 x 68 78 85 BS 64° • x x x 115 x x x x 71.5 85 as 7" 74.114" x x x 88 85 811 88 x x 78 Bb 88 *� x x x 85 x x x x 68 7 66 BB x x % x 65 BB x x x 75.2 85 68 4` 8 811 Be 06 BB 88 88 BB 78 88 08 83.1/8' 88 68 88 x 85 88 x x x 71.8 86 68 3W x••••x x• •Bo 65 68 Be 611 78 65 68 /118" 84" x x x• • x 65 68 x x x 78 as 68 1° ° o"o7 • x x x 116 x x x x 78 85 m 48° x x x x x ix 735 85 811 a g 24° 8 8x BB BB 88 BB 78 115 811 S® 30' 98° x x x Be 65 68 Be x 78 66 68 38' x x x x 85 x x X 78 65 08 42° x x x x x x x X. 768 116 88 24" x x x 118 BB BB 88 78 86 Notes p 30" 108' x x x x 65 x x x78 65 88 36' x x x x 65 x x x74.7 BB 88 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS.& SILICONE OPTIONS. 24" x x x BB 65 68 Be x 7 65 68 38 120 x x x x 85 x x x 78 BB 88 �f 2•) WINDOWS WITH GLASS TYPES °B, C, F, OR G°INSTALLED e 3� x x x x 65 x x x x 74.1 85 88 ABOVE �FT. IN THE I1VHZ,THE I.G. EXTERIOR LITE 913ALL z BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT �e RESISTANCE REQUIREMENTS (FBC-2014, Swtion 2411.3.3.7), e $ rttoDUCTRBVSS&D 1.1 to 3 asaugflyfo8w8HBwNlorida QQ �p� WIDTH Octc AND LENGTH OP&WONS CAN BE ORIENTED •�•��IIBt•IN��°°°° VERTICALLY OR HOPoZONTALLY AS SHOWN ABOVE ITIS da Pre^r C^ntrol �sl r A HILL OF MATERIALS . ME JAM FRAME NEW it fA41Q®nz TO ITEM PART QUANTITY DESCRIPTION MATERIAL REMARKS 010991t Mm 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - Ir.•X a-IZ.s rt a m c j 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - y 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - a 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - �� & q n 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - 7 #0 X 3/4" 2/ CORNER JASSEMBLY SCREWS - P.H. PHILLIPS �•� FRAME SILL or MEM c W= q c c 8 L-4204 AS READ. GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - \® B 4�$° c 9 VWS-004 AS REQD. GLAZING GASKET SOFT PVC - RECT.OR SQUARE WINDOWS p� agd 10 • AS REQD, GLAZING SILICONE • - 7 TYPICAL CORNER caNSTRucnaN L2 go 11 PL 75.6020 AS REQD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" 95 Q 12 812-2561-367 AS REQD. "TruSeal" Dura Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE O O c •� ;see*; • • • FRAME RADIUS JOINT FRAME END CORNER z i ••••• ISI N D FRAME CORNER & JOINT DET � $ •• 2.643• ••••• .310 SEALANT. fy •••• 1281 • •• •• FRAME CORNERS, OR JOINTS SEALED WITH A COLORED � d H a � -••II • • 40 SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR ••�• •I ••• ••• 4 062 )8i} .391 N •• • TYP 281 ••• I � st' W Rp„e • • •• •••i I VI •` ••-••-� 14 .773 444--- • ••••• It w •••o 0 •• It FRAME W4&B s • 5Z • (L/A1611"G� H,(ISY. ) PRODU VL"0' K+'Woo w a ••••• • • ii • • 11 Ca. OS tYI�q� A40 • .BSO .040 SEE MULLION APPRWALS FOR UmW Oy,} • �.i� MULLION TYPE,SIZE AND MAX. 272 UBU DESIGN ALUMINUM MULLIONRESSURE MimKI Pro um Control A $ 'p, TYP. SEE MULLION APPROVALS FOR 4 d TYP. .773 (ALUM.0.078`MIN.THICK) MULLION TYPE,SIZE AND MAX. ' .773 tl l2 X 3/4'S.DS. gi NOTE:THE LOWER PRESSURES OF RAT HEAD,PHILLIPS DESIGN PRESSURE LIMITATIONS. 3 GLAZING STOP 4 GLAZING STOP (7/18" GLASS) TMNTE E WINDOW OR MULL SHALL GOVERN __ AT 12'D.C.MAX INTERIOR NOTE:THE LOWER PRESSURES OF g (3/8" & 13/32" GLASS) 1/4'MAX. THE WINDOW OR MULL SHALL GOVERN g{ SHIM 8x z x a .310 d .os0 1 s q Asoja0Y50 2 INTERIOR fi Iz s.O.s.x 1 1/a•L P. AT 12'O.C.MAX. T� —( NOTE: 5 b84 6 1.ALL STEEL IN CONTACT WITH ��,#Ila PA'T✓! INSULATED GLAZING STOP INSULATED GLAZING STOP TO BE PANTED A) OR PLATED e`�g•",,.,....,,�Py6<;s W/ 5/16" LAMINATED GLASS W/ 7/16" LAMINATED GLASS - -- -- ____- -_---- z,METAL STRUCTURES: )sF Y-36 KSI MIN. M. 050 (STEEL 18 GA.MIN.THICK -0.0487 TYP.`I M SS_ 8)ALUMINUM:8063-T6 WIN. CIA �". (ALUM.0.076•MIN.THICK) N h BOB EXTERIOR WINDOW FRAME PERIMETER WINDOW FRAME f, •` u —� EXTERIDR GRADE— PERIMETER RADE � SEALANT EXTERIOR 8 .466 PERIMETER CAULKING • •'f� GLAZING STOP (CIRCULAR WDW.) FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL ��,OI,,`Y!•••1.1• C a t` e' M IAM I•DADE MIAMI DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOt#*RD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) NrAm.miamidtfde.eov/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"HS--8700(Flange-Frame)"Aluminum Horizontal Sliding Window L.M.T. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS--8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B", dated 08/11/14,prepared by manufacturer,and signed and sealed by Thomas J.Sotos,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, series, and followiirg 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 eatim.TPA sigill be.pr9yided to the user by the manufacturer or its distributors and shall be availablekor ins*eclich it the;ob 4te at the request of the Building Official. This NOA revises NOA No..12--p1z7,Qe�a* on;rst;o'thi*s.page I 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. • �s •: :. : : :. NOA Dll,�O17 MiaMNuaoe co N t� ••• xpiratlon Date:Sul �` Ap rovalDate: Nove . . . . . . . . . . . .. .. . . . .. .. Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted under previous NOA No. 11-0705.10) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14,prepared by manufacturer,and signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051,dated 03/23/11,signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3047, HETI=10-3053, HETI-10-3057, HETI 10 3130, HETI-10 3223 and HET-10-3225,dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 11-0705.10) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048, HETI--10-30491, dated 11/09/10, HETI-10 3050, HETI-10-3052B, HETI-10-3056, HETI-10 3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11,signed and sealed by Candido F. Font,P.E. (Submitted under pr evious NDA No. 11-0705.10) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window,•XOX•+;opfWrationprepared by Hurricane Engineering & Testing, Inc., Test Report No. HEXZ 20-3251,gated 04/25/11, signed and sealed by Rafael E. Droz-Seda; E.•• •• •• /-` f� (Submitted under previous NOA No. 11-0705.10) - • ••• ••• ..• Jaime D.Gascon,P.E. • Product Control Section Supervisor •• NOA No. 14-0908,14 ••• ••• Expiration Date: April 11,2017 Approval Date: November 13,2014 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-082033, HETI-08 2034, HETI-0$2035, HETI-08-2036, HETI-08-20379 HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font,P.E. (Submitted wider previous NOA No. 09--0706.05) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTI -3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 02--0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Bujaeite®?-VB Int&iayee'dated 04/11/13,expiring on 12/11/16. Jaime D.Gascon,P.E. • ... . ..• Product Control Section Supervisor • NOA No. 14-0908.14 ••' •• ••• Expiration Date: April 11,2017 Approval Date: November 13,2014 ... . . . ...E-2 • • .:. :. .. . . . .. .. Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTMMD) 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer,dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Subfnitted under previous NOA No.12-0127.08) 4. Statement letter of no financial interest,dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted ander previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10-3049, HETI-10 30491, HETI 10 3050, HETI-14 3051, HETI- 10-3052% HETI-10 3053, HETI-10 3056, HETI10 3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11,signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 11-070S.10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA No. 11-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-O8 2033, HETI-08-- 2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-0$2038, HETI- 08-2116A and HETI-482116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08,all signed and sealed by Candido F..Font,P.E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTL--3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02,all signed and sealed by Luis Antonio Figueredo,P. E. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptatwe-No.-12-0127,08, issued to Lawson Industries, Inc. for their Series "HS-8700 danger-tr );A-j�ntsrltuxa Horizontal Aiding Window - LKI.", approved on 03/29d12 anderring oi�Q4/.1.P/17. • 000 • ••• •.. Jaime D.Gascon,-P.E. • • . • • • Product Control Section Supervisor •see . . . . •• • • • 0 • NOA No. 14-0908,14 . •• •• • Expiration Date: April 11,2017 Approval Date: November 13,2014 ••• . . . . R.g . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . AAI A At General Notes: y a 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE c O REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH e o q VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT rq L IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED)4 M 0° w /•/ 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING sU�// �� RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS o d F3 OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 0-D // E D �\ C3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ONALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER(O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. io 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO HE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND d TO.BE REVIEWED BY BUILDING OFFICIAL. NOTE: }(0 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES ppp� cy 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES, TABULATED HEREIN (SEE SHEETS #8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE 1 2 FOR VERTICAL CR04S-SECTION DETAILS'A,At,B,& DI'REFER TO SHEET 3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #8, 7 or 8). 3 FOR HORIZONTAL CROSS-SECTION DETAILS "C, D.&E"REFER TO SHEET#4 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE SOFT. z 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALT.BE TEMPERED. d A 1 •• 7.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. Z+ • • 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON 'XO or OX"WINDOWS. or O ••• • • • 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. •:• •�� *1 4 600 /r 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XO)"WINDOWS. W q x • �\\ \�� •�� 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. C • ��. \� �/., 13.) EXT. & INT. FAISB COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/SILICONE c 0094 • \�: �\ •f��i 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED N ••• • •••7 E (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET$3, 4 & 8 FOR DETAILS • • & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER ••• • •e• 24 SECTION 11.8.3.3. x • B •• •••• I6.)APPROVAL APPLIES PO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. •••• • • 16.) SEE SHEET# 8 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. • • 17.) MULIdNG HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED •••••91OX -EGdA1•Lite WINDOWS USING A MIAMI-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT � • '!TOTES: �— THE LOWER DEMON PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL.APPLY TO THE Y • 1 REFER TO SAMF OF 10 FOR nM,1pN ANCHOR DETAILS AND NOTES. ]sRiT1RE MULLED SYSTEM. g ••�}a0R FOR HVO�RIZOY9MI.iRCAB-SECTION DETAILS'D,&E REFER TO SHEET�0 O SHEET�3 16.) ALL ME'PAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO HE 4) REFER TO SHALT 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. PAINTED OR PLATED AND SHALL MEET SECTION 2003.6.4 OF THE 2014 FLORIDA BLDG. CODE. & E� k• n 0 bYyp. XOX - Un-Equal Lite (1/4-1/2-1/4) 1)REFER TO SAM 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. PROIIUCTItBVISBD 2) FOR VERTICAL CR099-SECTION DETAILS"A,Al, S. &Bl"REFER TO SHEET g3 Floridasscompiyingw(thlha1- �•, 3 FOR HORIZONTAL CROSS-SECTION DETADS 'D,&E"REFER TO SHEET d8 Boil IngCodo ®��1�}- 4) REFER TO SHEET 7 OF 10 FOR DESIGN WAD CHARTS AND NOTES. AcceploncO IIrP{rA1iD?tc r 2O_L ��1 K r C ti SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW t ��___ '�,�1t1>>� •• APPROVED ELEVATIONS �tiam ado PIodactCon[lot A TEST UNIT SIZE: III-X 63' 65 3/8'OVERALL FRAME WIDTH TEST UNIT SIZE:74"X 63" 74'OVERALL FRAME WIDTH INSTALLATION FASTENERS 64 3/8'INTERIOR FRAME WIDTH INSTALLATION FAS'PENERS• 73' INTERIOR FRAME WIDTH a (A) 10 AT FRAME HEAD TVO ADDITIONAL ANCHORS (A)6 AT FRAME HEAD TWO ADDITIONAL ANCHORS p (14 AT FRAME HEAD IF DP ABOVE 70.0) RUp�D AT MEETING RAILS (S AT FRAME HEAD D'DP VE 70.0 REQUI�,1R(U AV�tffET�ABR�NI�S O FDR UNITTS DP ABOVE (B)8 AT PA.FRAME 31IL F+0/R-70P'SF' <4 TOTAL) (B)10 AT EA.FRAME sltJ. A Al +/-PROPS'<4 QTAU g (B AT FRAME 81LL IF D ABOVE 70.0) A Al g (14 AT FRAME SILL IF DP ABOVE 70.0) �q7gt. t (C)DAT FA.RRAMB JAN 4' (C)6 AT EA. FRAME JAMB W1%.O.C. 4• '37 ��II -SEE GENERAL NVTE &®4. (WVl40.G 4 � (�O.C. •SEE GENERAL NOTE 83& 4. a I(7yp�jy, CORNAE�) S'/dL CORNS) ��^ � � • OW Max.D.QQ,go1 b i L 10D.L.O. h 4J 24 3/8-6 13 V'O.C. m =_ =_3==_� Ie 131/ D.C. 2 E i� a e II ' � 'a�so B rV4'O.C. a :_e�_ ��v.ca 1/a•OL �"+ O �Dj.. W , ( II ` 13 O.C.TI va•BB1 it O.C. p $1 i ;� 13 V4'O.C. N g •••••• •• ANCH13R NMS,•• ANCHOR NOT L, • • L SAME p SPACIIBi AT HEAD b SILL EµX�T} INT LQ[8AL 1.SAME ANCHOR SPACING AT HEAD b SILL 'INT COLONIAL. O 0:06 • ••• 2.TVO�H�¢�L_AlEHO.RS REQUIRED W/A � w� 2.TWO ADD1TUBiAL ANCHORS REFIRED IED V/ �y • AT 'I LS FOR UNITS VITH AAAV L AT MEETING RAILS FINN UNITS WITH / 0000 •• • BP A� �70W/-75PSF(4 TOTAL) DP ABOVE+/-70PSF 0 TOTAL) V • • • XOX" WINDOW EQUAL LITE • ••�,,, •••••e OW'VERTICAL CROSS-SECTION DETAILS'A,Ai,B,b B1'AT SHEET 03 "�0"�Y(.NAO��QUAL L[TE • LL��••••.... • •• 2.SEE H{DRIZGNTAL CROSS-SECTiGN DETAILS'C,D,b E'AT SHEET BS NOSES. O)i REVERSED ) , • J;ST UDpt N F 111"X 83" L SEE VERTICAL CROSS-SECTION DETAILS'A,At,B,6 BI'AT SHEET 03 INSTA�(TION FABTENeIt9 tkJA 111'OVERALL FRAME WIDTH 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,b E•AT SHEET a4 4aG • �4i�AT FTtAME 110'INTERIOR FRAME WIDTH (14 AT FRAME IN'OP TWO ADDITIONAALL.EpTJNGHORRgS]L (P) 10 AT EA.FRAII�PV4 A Al F�IRED ATHVITH DP ABA14AT FRAME SILL IF DP 7Hn FaSERIES-8700 HORIZONTAL SLIDING WINDOW �l1'EA. FRAME JAMB4' '*SEE OENERAL•I�#J� (ryP� 7 FLANGE FRAME ELEVATIONS — L.M.I. 1A L«RHE"RS) f� e 24 3/8"d •hr th J 1/ 'A+ o- ra 13 1/I'OG 13 1/4'ILC. a -S i u 13 va•D.C. {tll[IftIPtz !! U B1 `; 13 1/41 rt'V ANCHOR NOTES EX 66 �PFq1,SSEEp- W qFE PRODUCT RBVISBO n d APPtT'IED V/SILICONE ANDI Aft` AII.ABLE as aomplytDB with the PlnttaA L SME ANCHOR SPACING AT RE HEAD b SOL BmTdluB Coda _ } e� 2.TVO NG RAILS ANCHORS WITH RP T AS OPTIONAL, AmptaOw lVo l � !i.L ®a• w w NESTING RAILS FOR UNITS VITT TA r ABOVE+7GPSP/-76PSF a rorau AS WINDOW — UN—EQUAL LITE npDQ 2'1 ' NOTES, 1.SEE VERTICAL CROSS-SECTION DETAILS•A,A1,B,b BI'AT BEET 03 BY ?'�- P.SEE HORIZONTAL CRDSS-SECTIO!DETAILS'C,D,b E•AT SHEET 05 vlitvA�)DdC Pro ucl Control-� Q 1/4' TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO 014 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET 02 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET R2 yy • FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYR) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) o 1 1/8' MIN 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWSON INDUSTRIES, ING , ro,$ INDUSTR]ES> MUST SUSTAIN LOADS IMPOSED '• ,�� e� � v EDGE DISTANCE BY THE GLAZING SYSTEM y 0 M f•X� v 0 1 1 4' MIN. :° .°' '� •' ^:' m d:- < A. AEMBEDMENj!•: a a•d #.J .:i:;'t: &o • 1;\li 'ot. :'i�• o,pv'a. v d_ 2X �+ 04 o % 1' MIN. $ yy z EDGE AMCE V cc2 2 O 1/4'MAX. T'`S' EXTERIOR GRADE 12 SHIM SPACE :;V 2X (UN.Eum.) ✓ S PERIMETER CAULKING (TYPJTYR ts 15 • •• 1 1 • • E%T.GRADE PERIMETER • . 1/4'MAX �m Fai • * •• 14 • 15 6 CAULKING NOT BY SHIM SPACE ® m 0 !S •�•• { 'LAWSON INDUSTRIES', (TYR) 4. x • •• •• • :• i: {{ {1 i (T�)APPLIED BY OTHERS C4 0 (� 4 CO • •• •• • • 1 CLEAR SILYCONE ADHESIVE EXTERIOR 1 � � � is 1*"Ol i •••• i•• BEDDING COMPOUND A 1 INTERIOR • L•1$ •• • 34 • 4EXTEluon • INTERIOR O { • • •• • •• t ALTERNATE DETAIL • a x • •• 000 {I '{ LAMINATED GLASS i a w. • Vu •••••• • ••• {I 33 WOOD FRAME INSTALLATION DETAIL K •••• •• 14 �` • 6 { kAPPLIED ••• �IDS)W INSTALLATION NOTES:94 z j 1 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. > GRADE CAULK DOW INTHROUGHOUTY THE TIRE PERIMETER OF FLANGEISER - OPTIONAL BY 2.THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO WITH SILICONE BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK P CHARTS ON BY OTHERS CTYPJ2 II S 04, 05,& 06. •WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR g. 26 26 10 32 13 I' I MASONRY IS LESS THAN 1/8',SHIMS ARE NOT REQUIRED. oTa ji ) - 9 B 1 I 13 ANCHORS NOTE: EXTERIOR GRADE ?riy:i EXT. ORADE ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR ,of's PERIMETER CAULKING 1/4 TAPCONS or APPROVED CONC, FASTENERS INTO CONC., �%% i l:ls CAULK t WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR Q ,, CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) d e 1/4.'MAX d A 6 SHIM SPAC •� N u,. i-,' S; a a• .a SHIM SPACE 3'r a 4 < A• •::'eA's:A I o (TYPJ ,:,,.4n •A d d. (TYPJ r Y� :.. 1 1/4' MIN. :. 11/4MIN.• :. n r ~,J +'y...4ar., .•'. 4 Y .aQe' d. e�e "dd :'"Ctit', .e"^. I' 1 1/8°'�:MIN A EMBE ENTEMBEDMENT , A PARcOrnDyreUnCwTRNDoV..//ISDDd ada . d' 'i':# A4 aamplyinawilkthe F ,lm�ida V 8andlna Coda08.p. r - �•� EDGE DISTANCE &� a�° 71�/2D1 � `1el° '�' " Dy r.;.. OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" Mle oPro unComrol f Q 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON 0 INDUSTRIES) MUST SUSTAIN LOADS IMPOSED ci INY TERIOR NISH BY THE GLAZING SYSTEM(BOTHERFIS) -PT. WOOD BUCKS 23 LAMINATED GLASS 1/..Max ADHESIVE 1/4' #14 S.M.S. W/ 1 1/4' SHI ACE BEDDING COMPOUND SHIM mc P4 YS MIN, EMBEDMENT INTO (TYP.) D. INTERIOR (SEE ELEVATION AT S=ET #2 7 17 34 3 Sp FOR MAX. FASTENER SPACING) 2X A�:' 611_ 1/4' TAPCON W/ 1 1/4' 1 1/4' MIN. IN EMBEDMENT INTO CONC. MAX. FASTENER SPACING) 0 E ENT EE ELEVATION AT SHEET #2 FOR 14 Ix 0 liMIN MIRMUMMMUP11- DGE DISTANCE16 1/4-MIN. '6 17 8 11 EMBEDMENT 0 a, MIN, ------------- 'N' I EDIGE'DISTANCE 0 •t*41OR WAL*L*PIN11HxA SILICONE L BY OTHERS (TYP') 0000• 0 0 R XTERIO 69000 TO EXT.GRADE PERIMETER 0 0 40 EXT GRADE EXT.GRADE TO STWv.METAL LATH NAILED -0:0. TO 11%SPE IN ARCHIPTECT 4W Or- EXT ZRADE PLYWOOD SAMTHIM CAULKING NOT BY (EXTERIOR CKIA BY OTH&%0 0 0 0 LAWSON INDUSTRIES, 0 0 0 0: NOT BY"VSO%INDUSTRIES,INC. TO BE APPLIED BY OTHERS 73' MAX. 6060 (TYP.) • 0• 0 o• 0 Wit4DOW FRAME BUCK WIDTH ....... -----------............................ :8000: - •: 0 0 74' MAX, 0 :0*0 .00--o 0000•• WINDOW FRAME FLANGE WIDTH 9000 0 *a '10" WINDOW EQUAL LITE 0 0000 • 0 0 • ( "OX- REVERSED WINDOW INSTALLATION NOTES: 30 31 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. ui pi 8 8 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) Sa 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W AN APPROVED EXTERIOR GRADE CAULK 22 21 BY OTHERS(TYP,> -WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 5 MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE, ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR LOCK (LATCH AND SWEEP) OPTIONS 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR 1, BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCrRHVISBD LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. N p 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. o 9W.i d s oe .....' g" A IId D JGNL.OAD CAPA S - X orXO OINS + .Pressures � a WINDOW Jamb H&S Glees Type"A" 2 Glass e'S" k2 Glass Typo"C" .2 Glass Type"D" V 2 Glass T a"E" 03 Glass Type"F"r3 o WIDTH HEIGHT Anchors Anchors +psf - + f - + f - + sf + - sf + - f ; ti 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 M a �' 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a to 6 0 48 24 3 6 65.0 65.0 65.0 65 0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 $ N o 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 E° 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z w d 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 8 d 48 36 3 6 65.0 66.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 36 46 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o 72 48 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 60 5 4 65.0 65.0 65.0 85.0 70. 70.0 70.0 70. 80.0 0.0 Sao 8 .0 0 36 60• 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 x •.48. • 5 .8. 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80 0 80.0 a o 60 60 • B • 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 1.019. • 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. - - - - I • 26.5 28a 3 • • 4 0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 1 70.0 80.0 80.0 80.0 80.0 • . 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 5 •26 3 0-8* 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 • •7 3 • ••6• 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 6.5 4 004 65.0 66.0 65.0 65.0 70.0 M.0 70.0 0.0 .0 80.0 80.0 80.0 • 38!375• 4 ' 1 65.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 r • 53.425 38.375 4 6 65.0 65.0 .0 65. 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0ell ••74 5 4 • I 65A 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80,0 80.0 80.0 80.0 Li UL 26.5 150.0254 5 65.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 50.6215 1 5 -004 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 • li 65.065.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58.615 a 5 8 85.0 65.0 .0 .0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 58 5 4 '65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0a 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 1 8 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 1 4 1 55.0 M.0 1 65.0 .0 7 .0 A 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 �` .�*'.'�'3 '�f➢ 53.125 63 6 8 65.0 65.0 65.0 66.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Al 74 63 6 1 8 1 65.0 1 65.0 1 65.00 65.0 70.0 65. t*�; 1.) SEE 9RSSf 8 FOR GLAZING TYPESDETAILS& 9UICONE OPTIONS. ffi�"�'r�°0 �ft� N r Notes. dipacoae i � � E.) STANDARD SRI USED ON WINDOWS WITH +70.0 DP AND BELOW 4aeppmooNo- LG RISER - OPTIONAL (WINDOWS WITH GLASS TYPES -A B. C. &D ` ngan �, APPLIED WITH SILICONE 3.) SU WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP / i//.• �� FOR DP ABOVE +70.0 PSF (WINDOWS WITH GLASS TYPES -E, &F-) AND +80.0 DP MAX, j i% \`. \ C+80.0 DP NAX) •,, ADDITIONAL ANCHORS BEgUIRED AT FRAME READ & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET H OF 10) 4.) WINDOWS WITH GLASS TYPES -A, C. OR G- INSTALLED ABOVE SOFT. IN THE HVHZ, THH I.G. EXTERIOR LITE BRAID. BE TEMPERED. sa DESIGN LOAD CAPACITY PS -XOX WINDOWS with Un-E ual Lite 1/4-1/2-1/4 +/-Pressures(Psf) FRAME SIZE I #Jamb #H&S Glass T "B" "2 Glass T e"C" "2 Glass Type"D" "2 Glass Type"E" *3 Glass T "F" '3 Glass Type"G" *2 WIDTH I HEIGHT I Anchors Anchors + sf -psf I +psf I -psf I +psf I -psf +psf -psf +psf -psf I +psf I -psf (0,2 o 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1°is 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 10 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �"g d o 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 08 24 3 1 0. 0 0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 3 w 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x c e 72 36 3 7 80.0 80.0 80.0 80.0 1 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 q _ z 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 od a - o 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 0 � 84 48 4 8 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ®N 6 5 7 52. 65.0 75.0 65.0 75.0 TIT 52.0 66.0 75.0 m o 72 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 84 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W a x S • 60• 5 • 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z 108• 60 5 • • 41 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • **749- • • 3 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 in m 74 38.375 3 •/ 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • 74 50.6 5 4 •• 0••7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Q x 5 • 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ••70 W50j6254 • 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •41.6 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ••166 •• 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79. •• 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0•1.3!5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •106.2 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • •1 5 38.375 4• • 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 6% 4 • • 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ 106.25 'S8 1 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 1 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . 65.0 75.0 1 1 158 11 52.0 52.0 65.0 75.0 .0 75.0 52.0 52A 65.0 75.0 111 75 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0a 111 25 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 . 111 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 52.0 52.0 65.0 75.0 65.0 Ronruuf �02�10 0. 52.0 65.0 5.0 as lyins Bumuscodo Notes * : 1.) SEE SHEET 9 FOR GtAmNO TYPES. DETAILS & SILICONE OPTIONS. Acsepll 2.) STANDARD SHL.USED ON WINDOWS WITH +70.0 DP AND BELOW - MMWS WITH GLASS TYPES -A. B, C. & D-) BY y tiol'o,rctCon 20 S LL RISER - OPTIONAL ~ 3.) SHL.WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP I I APPLIED WITH SILICONE :3. Z 4;:N (WINDOWS WITH GLASS TYPES -E, &n AND +80.0 DP MAX. �% �% �% I I FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON I� 2 C+80.0 DP MAX.) 'a,, WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) i ♦ a`ti 4.) WINDOWS WITH GLASS TYPES -A, C, OR G- INSTALLED ABOVE SOFT. �. �� '/Yt tile'0` IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. xox- va-Efl,-al ute � DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Equal Lite(1/3-1/3-113) +/-Pressures(pso FRAME SIZE #Jamb #H&S Glass Type"B" (*2) Glass Type"C" (*2) Glass Type"D" (*2) Glass Type"E" (*3) Glass Type"F"(*3) Glass T pe"G" (*2) o A WIDTH HEIGHT Anchors Anchors +psf -par I +pof .psf +psf -pof +psf -psf +psf -psf +psf -psf y 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 E- 72 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W= 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $a 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 y a 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 1 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 '" a o 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ® c 53.125 3&3 . 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W a x •53.425 56M 4 • •• 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a o z 53.125 "004 . 5 • •6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W Z •5 .1 5 5 • •6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 74 26 3 •• •••9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 1 65.0 75.0 74 5 4 • ,**9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • 62 • 4 •• *sag - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 so- • 5 • •• 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •.Z 3 • 5 •••• 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 r • 79.5 2 3•••••• 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 .5 38375' 4••• •. 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 56..629 4• . 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • 5 5 • . 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ 79.5 '63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x x IQ 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 PRODUCTRwMw eendl08. 1-1- Cad Note * I.) SEE SHEET 8 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. I5dg1{iU�NO 4 8.) STANDARD SAL,USED ON WINDOWS WITH +70.0 DP AND BELOW1;.�D (WINDOWS WITH GLASS TYPES 'A, B. C, &D') +n �, , Niamll7adaP� ~ 20 SILL RISER - OPTIONAL 3.) SAL.WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP \�, I I FQRLIE ABATE S+7 O13NE (WINDOWS WITH GLASS TYPES "E, &F') AND +80.0 DP MAX 11P PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD &SILL ON l 2 I (+80.0 DP MAX.) WINDOWS WITH DP ABOVE 70.0.4.) WINDOWS WITH GLASS TYPES A,(C,O ELEVATION- NALLED ABOVEHEET 2SOFTO) `\� / stPttrisliit�i @/G`R`h�• IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOx _Equal Lite A S 1 1 12 X 3/4'S.D.S. HS-8700 FLANGE FRAME WINDOW HILL OF MATERIALS � 33 19 ALUMINUM MULLION FLAT HEAD,PHILLIPS, yy p ii SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET B2 T1BM 8 PART# REQD. DESCRIMON RBMAREB C 34 MULLION TYPE,SIZE AND MAX. FOR MAX.FASTENER SPACING AND O� •SD, ppTDDNP, DESIGN PRESSURE LIMITATIONS. OP TABLES FOR QUANTITY) 1 L^7703 1 FRAME HEAD 6063-T6 ALUMINUM Q - mv Cmwm 8a9D B7s1 (ALUM.0.078'MON.THICK) --- 2 L-8701 I FRAME SILL 6063-T6 ALUMINUM y a600'� TREMco SPEOTRIDI E 3 L-7701 I FRAME FXD. JAMB 6063-T6 ALUMINUM 01 ti NOTE:THE LOWER'PRESSURES OF GLAZING DEPTH THE WINDOW OR MULL SHALL GOVERN INTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM y~j Q V' LAMINA D GLASS COMPOSITION-TYPE B o 4O 5 L-7705 I VENT MEETING RAIL 6063-T6 ALUMINUM On .�. � a nn[ Duav DINe�NrnnoR OsrAa Ulmure m c AIDNFMEO GLASS 6 L-7707 I VENT TDP/BOTTDM RAIL 6063-T6 ALUMINUM v E OD9G'PLASTIC INTERLAYER __ _-� AX/KEEPst'FE 7 L-8703 l FRAME VENT JAMB 6063-T6 ALUMINUM z (g o 3 IM ANNEALED GLASS � nra 9 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM �z° C 9 L-8702 1FRAME SILL TRACK 6063-TS ALUMINUM TSD GLASS CO ON -TYPE D li'®t GLOB 88SCRwr N DBLO. LwxATs IreeceMelGN - _ ,- 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-TS ALUMINUM ,E O V8'HEAT-STRENGHTErLiO GLASS = -• --------------- 11 L-7708 AS REGD. GLAZING BEAD(3/8' ) 6063-75 ALUMINUM 1 __. BUiACtTE W/B -__ P,� O e 022 PLASTIC INTERLAYER = -"=_' Br•Dufour• 12 FS-006 AS REO'D. FRAME ASSEMBLY SCREWS 18 X 3/4' P.H.PHILLIPS LLQ 3 JIM MEAT-STRENQnERED GLASS nSle EXTERIOR GRA IIE WINDOW FRAME 13 FS-040 AS REOD. INSTALLATI13N SCREWS 114 SMS F.H./PHIL. U p A LAI�4ATSD GLAD COMPOSITION -TYPE PERIMETER CAULKING EXTERIOR 14 L-7531 AS REQ'D. VINYL BULB 1/4' DIA.BULB 13033 Pi x 1Tm1 GLOB OBSCRO'TtON IHRAD. LIGNATB D1•CRIPnON 15 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x 230'h O I Ire'HEAT-STRFINF4RENED GLASS ,= _ FRAME MULLING DE 15SAFLEK/KEE 16 PWS-OGS AS REQ'D. FIN SEAL WEATHERSTRIP .187'w x.350'h PLASTTC INTERLAYER -_ Br'SGLUTIA' 17 PWS-009 AS REO'D. FIN SEAL WEATHERSTRIP ,187' w x.310'h SAFE 3 I/8'HEAT-STRENWSTEN£D GLASS t - .. o9M` 18 L-7711 AS REQ'D, GLAZING BEAD( INSULATED) 6063-T5 ALUMINUM LAMIN COMP0811TON - P SEE MULLION APPROYAL5 FOR 19 PWS-WI AS REQ D PILE @GLAZING BEAD 187'w x 150'h I= -CLASS ORBCAPn•m • DSI'AO. LIONA78 MULLION TYPE,SIZE AND MAX. A; p DESIGN PRESSURE LUGTATIONS. 20 L-8706 AS REQ'D. SILL RISER ADAPTER 6063-TS ALUM, OPTIONAL q ••• ANiNEALEO GLA HIRACttE PVB NOTE:THE LOWER PRESSURES OF 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-TS ALUMINUM E OAN'PLASTIC INTERLAYER, Br.�PDNT. THE WWD01Y OR MULL SHALL GOVERN O I/8•AWNEALED•C#A•S••• - 'J 1/4'MAX. 0 12 SO-&X 1 1/4"L. 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON .� A • SHIM (SEE ELEVATION AT SHEET/2 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL • • • • INTERIOR FOR MAX FASTENER SPAC(NO) • 18 •••••• 24 Al 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM ••••• •• 25 FS-041 2 SILL RAIL ASSEMBLY SCREW 18 X 2 1/4'P,H./PHR.. • •• •• ♦•••• • • 26.1 HC-044-1 2 WEEP FLAP& BAFFLE r • • EIILCT-14 C- 1 X WEEP SEN CELL FOAM PAD 1/2'X 1/2'X 2'L ••••• �snrLTO.1E•a�iTmsa as9 40-1 2 SASH R13LLER&HOUSING x • GLAZI •• m�RAn sr�t g ••••• 33 • CPTH •a� RILI E 26-1 1 SCREEN FRAME&MESH x v � 'PB LAMI ATED ON TYPE A r 1 ATTACHMENT SCREW @ CLIP 18 X 5/8' &4& • Nom••-cuss • OR= L ONATB DBRORDI ON �-� 58-1 2 VENT SWEEP LATCH MOLDED NYLON � t ve•aNNEAI.®GLASS • • •- _�_._�;;1 059-1 2 VENT SWEEP LATCH DIE CAST METAL E uw PLASTIC • • m V4' SAFLEX We PERIMETER WINDOW/FRAME NOTE: 830 X AnchO FRAME SILL ANCHOR CLIP 6063-T5 ALLIMO M• ••• ANNEALED GLASS = Br'SGLUTL' SEALANT 1.ALL STEEL IN CONTACT WHHEXTERIOR ALUM.TO BE PAINTEDOR PIATEO. • 2 LAMINATED GLASS See DetORs 0 L.H,of sheet 9 B FLAP c�eSS062.METAL STRUCTURES: ■ AS REQ'D. GLAZING SILICONE See DetORs 8 LJ{of sheet 9(S STEEL: A.M 36 KIC MW. ONAL AS REQ'1L COLONIAL FALSE MUNTIN ALUMINUMMSMATED LAMINATED GLASS COMPOSITION TYPE C (STEEL 10 G0.MIN.DOCK-0.048')e)ALUMMUId:808J-TB MW. 5504 AS REQ'D. JOWT SEALANTI= DUOS DROGRIPlI aN DBTAO, tai@L1T8 D>i�A1PTlOR (ALUM.0.078"MIN.THICK) ■ AS REQ'D. PERIMETER ACRYLIC CAULK OSI PULYSEAMSEALI LOW ANNEALED GLASS I — a E DOW PLASTIC INTERLAYER iD A/4• PVS ©1 METAL STRUCTURE ATTACHMENT DETAIL 3 VW ANNEALED GLASS - ?�-(j Rr-DUPONT, 4 V4'INSULATED AIR SPACE - Y•- 5 t1W ANNEALED GLASS 00 4aW' a``t,,Tyt111 to�J/�//`✓, INSOLATEID TBD GLASS COMPOSITION TYPE 0 REtt MAA IAIMT6 l P1TON ` I VW HEAT-STREMITENED GLASS 8 OA9C PLASTIC INTERLAYER iLl I © LM PVB p 3 LAV HEAT-STRINGHTENED GLASS ___ >.�-FN- By,'ll' 7f' a W1 4 1/4'IMSu.ATED AIR SPACE .1JJI.. PRODUCTRBVISGD re' 5 IANNEALED GLASS 00 Ism eSCOMPIgAIS WIIIIWO12011118 , 00 VINDOVS VITH GLASS TYPES'A,C.OR G'INSTALLED ABOVE 3OFT. IN THE HVHZ,THE LG EXTERIOR LITE SHALL BE TEMPERED. lll�jjyJJ � �, GLAZING DETAILS AND OPTIONS Mimi FRAME HEAD FRAME FIXED JAMB SILL TRACK L-7703 taco L-7701 L-8702 O O Y O1 O O \ FRAME TOP CORNER COD CQ 4289 t U 8M3 -m rc h SILL. RETAINING CLIP z Ada I L-8706i L'i A 8391 FPAVE HEADin 10 VERT TaP RAIL '�3 d `a InasFRAYE__ FRAME SILL FRAME VENT JAMB tet• L-8701 L-8703 I.4� _ .784 3 FRAME BOTTOM CORNERfRAME a,: ., VENT P CORNER 8374 VENT SPRING LATCH TO '\ ®F. m �y L-7639 5! A2 • •• —•A68 `\ C 0 A ***a• ••• •• • to 43 21 VENT JAMB RAIL • ••• • Lm jj 00 • vEnrt J.�BL�L � • •••• @RS •••• • ••••• • • -- 398 • • • ••• •••• • •".790 •••• •• • NTMNTERLOC*1',i • YIXED MEETING RAIL v • }�g5 ••• L-7704 VENT TOP/BOTTOM RAIL • • L-7707 O I g • • • • • ••e• �,plp O ® , a FRAME SILL MEETING RAIL g $� • 000* • • • • VENT BOTTOM CORNER • • L379 R f y FRAME & SASH CORNER ASSEMBLY DETAILSa VENT JAMB RAIL SILL ANCHOR CLIP SILL RISER L-07708 L-8830 GLAZING BEAD GLAZING ADAPTER —8708 32 L-7708 18 20 O' 4.1 UJ L4so A68 090 PRODUCTRIMSBD &7N Bullding Carlo �[�[�V Q.^„'r` � ✓ .. tr'}�, G �G _�j� — t1j11161�16`'a`^ ffi .773 I —.773— —A90 Il` _ `, � Q ..In T]ailo Pmdiui ContrT q MIAM!•DADE MIAMI DADE COUNTY + PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3I5-2599 NOTICE OF ACCEPTANCE (NOA) tivw%miamidade.eov/economy Gopi Glass Sales&Services Corp. 7450 NW 41"Street Miami,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION Clipped,Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT:Drawing No.M95-16,titled"Aluminum Tube Mullions",sheets 1 through 4 of 4,dated :l/C 95,NvAh revision G dated 06/12/14,prepared by Al-Farooq Corp nitron,, gained and sealed by Javad Ahmad,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 othenvise 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 inspeMoil U tate toksije:t ifh vequest of the Building Official. This NOA revises NOA#12-0222.07 and oonsiatt onlis.6p4ge:I Vnd evidence pages E-1 and E-2,as well as approval document mentioned above. •• ••• •• • . . .. The submitted documentation was reviewed by Manuel Perez,P.E. • '� NOA No.14-0728.04 IffMIAMI-DADE COUNTY •� • ••• • �' Expiration Date: March 28,2017 ' ' }` �� .•• Approval Date: October 09,2014 Pagel . . . . . . . . . . • •s •• • • • •• •• Goipi Glass Sales&Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M95--16,titled"Aluminum Tube Mullions",sheets 1 through 4, dated 12/05/95,with revision G dated 06/12/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed windows mulled together,prepared by Fenestration Testing Laboratory,Inc.,verification Test Report No. FTL-5378,dated 10/04/07,signed and sealed by Michael R. Wenzel,P.E. (Submitted under NOA No. 06-0210.07) 2. Test reports on: 1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test, Loading per TAS 202-94 3)Water Resistance Test,per TAS 202-94 4.)Large Missile Impact Test,FBC TAS 201-94 5.)Cyclic Loading Test,per FBC TAS 203-94 along with marked-up drawings and installation diagram of two mulled side-by-side series 510 aluminum fixed window,prepared by Hurricane Engineering&Testing Lab,Inc.,Test Report No. HETI-02-1145B dated 04/30/02,signed and sealed by Hector M.Medina,P.E. (For reference only) (Submitted under NDA No. 02-0825.03) 3. Test reports on: 1)•Uniform Static Air Pressure Test,Loading per PA 202--94 along with installation diagram of window prepared by Hurricane Engineering& Testing Inc.,Test Report No. HETI-96-512,dated 02/02/96 signed and sealed by Hector M.Medina,P.E. (Submitted under NOA No. 99-0331.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5ch Edition(2014),dated 06/12/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department olatory and.EtronpYnic Resources(ICER) R) .. . . . . ..00 see 00 0 . 41 . . . . . . . . • ••• ... ..• Ma uel'Ter z,P.E. • Product Control E miner •• NOA No. 0728.04 . .. . . . . . .. ••• Expiration Date: March 28,2017 Approval Date: October 09,2014 . .. .. . . . .. .. 690 0 0 0 ... . . Govi Glass Sales &Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"` Edition (2014), and of no financial interest, dated June 12, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTLr5378,issued by Fenestration Testing Laboratory,Inc., dated 10/04/07,signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 06-0210.07) 3. Laboratory for Test Reports No.HETI-96-512 and HETI-02-11458 issued by Hurricane Test Laboratory,Inc., dated 02/02/96 and 04/30/02,respectively, both signed and seated by Hector M.Medina,P.E. (Submitted under NOA No. 99-0331.02 and 02-0826.03 respectively) G. OTHERS 1. Notice of Acceptance No. 12-0222.07,issued to Gopi Glass Sales &Services Corp. for their Clipped,Extruded Aluminum Tube Mullion—L.M.I.", approved on 04/26/13 and expiring on 03128/17. .. ... . . . . . .. • . .. 00 .. ... .. 0.0 . . .. •a 0 0 .o: 0 Manuel PAqz,P.P. • . : ; ; ; , - Product Contro 1+ miner ' NOA No. 4-0728..04 . .. . . . . . .. Expiration Date: March 28,2017 Approval Date: October 09,2014 ... £-•2. ... . . . . . . . . . % . . . . . .. . . . .. ... . . . ... . Z � z 08 0 --- ---� .125 2600 2.500 g �I� S,s3o Lo3o O _ _D 11 11_0_ __ ILII �� G�•o 4.000 _ -- G='IMI- TYPICALGLAZINGPRODUCT � —3.750 Q ^1 Fes--3.750—moi `7 `�Q'=i [L_c_ – 1 LOGO MULLION CLIP (6063–TS) MULLION CLIA (6063-T6) TYPICAL 1 _ (ALT.TO ANGLES) (ALT.TO ANGLES) Z of WINDOW FRAME CUP LENGTHS MUST BE CUT TO FIT SNUG CUP LENGTHS MUST BE CUT TO FR SNUG :I z INTO TUBE MULLIONS. INTO TUBE MULLIONS. ZZ – IL=i 1 1 125 W 11:1 TYP. O 6.000 TYYPPP. .125 m 2.006 3.000 4.000 2A00 O ZO • •• I 7 F ••• • • •••• • •• F IJ • • •••.•; MULMONS•CONTAINING TYPICAL GLAZING PRODUCTS z.D00 m p`' • •••• • • • • HORIZONTAL OR VERTICAL I- c • • SK6'Z9T jR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ,�I,CZLE CLIP (6083-r6) I- V) M N � �`rM N • 0000 •• •• •• ALL MULLIONS 6063–T6 MIN. Z g' 0 000 :00:046 RECTANGULAR ALUMINUM TUBE MULLIONS z g • • USING MULLION PROPERTIES ONLY 0 5" ••••• •• • •••• • • • • • NOTES: C7 F • • •••• •• ••• • •• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • 000000 HURRICANE ZONE(HVHZ). ••11600 •••• •••••• ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE • 000040 • APPUCA13LE BUILDING CODE REQUIREMENTS LE:WIND LOAD,WATER *000 • •• INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. • o e •• 0000 • ••• � WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER c € !r g •••••• LOADS TO THE STRUCTURE. o 9 E P o • • ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT TO ME MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO.TILE ETC.). m ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PMT OF 1165 APPROVAL. INSTRUCTIONS: A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE CHARTS AND GRAPHS AS FOLLOWS. MATERW.S INCUMI NO BUT NOT LIMITED TO SIWMETAL SCREWS,THAT COME IMO c o S7 a ! CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 OF THE flDR DA BLDG CODE FOR PARTICULAR OPENING. STEP 2 USE MIAMI–OADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. m •_ STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT Engr:JAVAD AHMAD A g APPROVAL MULLION SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. CIVIL PRODUCTREVISED q USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH AND CAN BE USED WITH ALL MIAMI–DADE COUNTY APPROVED FLA.PE 02 m complying with dm Florida STEP a DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IMPACT ANO NON–IMPACT RESISTANT PRODUCTS. CAN.\ Building Coda IN STEP 1 ABOVE. f No 1Q•(7o,d¢Aea ANCHORUSING SHEET CHARTS JNfl flpimTlonData ;W7?p STEP 5 ONSHEET SELECT ANCHOR WITH DESIGN RA08 tl ky 5 O } By U' drawing no. MORE THAN THE DESIGN LOADS SPECIFIED W STEP 1 ABOVE. • � '`,f DWePfQduc'Co"�' M95-16 LOWER VALUES FROM GLAZING PRODUCTS,MUUSON CHARTS OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. `–� sheet 1 of 4 ID MULLION LOAD CHART ID MULLION LOAD CHART ID MULLION LOAD CHART ---- {ftU �--- -==- mi 1'x2"x1/8" TUBE .mi- 1'x3'xl/8' TUBE mi 1'x4"xl/8' TUBE II I I II 0- /B' M UL SP. I I N 6863-T6 Gf%2X 6863-T6 C1X3X 6863-T6 G1X4X 1� MULLIONVMCALI N N 3t-3/ " N �I I I MULLION I� z II I I I Z ID ID ID i� GLAZING GLAZING 3 PRODUCT I PRODUCT!I M 8 /B" MU L P + (i 3 I'' tL U. a aa.. n'- 4 /4 --t-��- - W2 i 001 IP �0. _ (�p bjMi qq �G Q ID Q y Q ID ARCHES TO BE INSCID�O 4l a ow- O W O W WSIOE RECTANGULAR StUPE UID z ID 63 z ID HORRONTAL MULLION H r EHO wr o 0 a i�- %s-ciuwc ----- H =� ,IDD .IDD �D Oji PRODUCT ID ID A fir------l�f-------71 m to IO ID II ISI II II III II z 0 ID 4- /4 ID 6 li i!i it O QO a a - • < a jl DMUG 6YAZW0 II PRODUCT SII PRODUCT II i ••n 6 • • • m m ii i!i it O • • • �_=====ice_____-=�i W M w 0 ••• SID 60 7ID 80 20 30 40 so 60 70 80 20 30 40 50 60 70 BID m O • •••• IRIBU Y WIOT,-I - INC�IES TRIBUTARY WIDTH - INCHES T IBUTARY WIDTH - INCHES L MULLION SPAN �� m • • • ~ U m o • • •••••• `tM N ••••$Tr• MULLION LOAD CHART ID MULLION LOAD CHART O 2•x 4•xl•'8•Qt16E • ti 2• x 6• TUB TYPICAL MULLION ARRANGEMENTS z O z`�`--� ••• • 6963-T& C2�4� 6863-T6 C2%6% - 4 • • ID • i"•• N WIDTH (W) Wt +vrt IQ o n 2 • • • •• O •• • • • 7 -1/ " •• • ID a •• ••e •••• • •• 4" •• •Q•* 4' • • • a' C .I` 0 g OW ••• • O •B E3 ID 86 ID -j 12 2121 z z ca Hm H n m 0 o MMUULLLIONS RATED IN THESE CHARTS MAY BE ORIENTED a 1011 VERTICALLY OR HORIZONTALLY. g o W s ® 13 (INTERPOLATION BETWEEN WIDTHS ALLOWED) o a ID Ea9,.JAM AH" PRODUCE RBVISBD g�t •� a N 1. LJFI CAN 5538 .` lim dtn8 code th Ih0 Florida Acccptenco No .00Z7 mEyHrl�ron>xro 20� 20 30 40 50 60 70 80 20 30 40 60 60 70 BIDBy o TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES Mie adeproductCoat(pk rdrowl.g no. M95-16 Lm-UILIONS sheat Q of 4 DESIGN WAD CAPACITY-PSF DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY-PSF Lm!�Ju WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE j WIDTH(W)MULL SPAN A B1 B2 C WIOTH(W)MULL SPAN A BI B2 C WIDTH(W)MULL SPAN A BI B2 C 20" 130.0 130.0 130.0 130.0 20' 88.5 101.8 130.0 130.0 20" 56.3 64.8 112.6 129.6 Z n 15 25' 117.4 130.0 130.0 130.0 25• 709 81.5 130.0 130.0 25" 45.0 51.8 90.1 103.7 {� O 30• 97.8 112.6 130.0 130.0 30" 59.0 67.9 117.9 130.0 30" 37.5 43.2 75.1 86.4 Y 35• 83.9 96.5 130.0 130.0 35• 505 58.2 101.1 116.4 35' 32.2 37.0 64.3 74.1 40• 73.4 845 130.0 130.0 40• 44.2 50.9 88.5 101.8 40' 28.1 32.4 56.3 64.8 ANCHORS TYPE 4g• 85.2 75.1 130.0 130.0 4S' 39.3 45.3 76.6 905 45" 2&0 28.8 50.0 57.6 A B7, 8, OR C u 50' 50-5/8• 58.7 67.6 117.4 130.0 50" 84" 35.4 40.7 70.8 81.5 50' 132• 22.5 25.9 45.0 51.8 Q 55" 53.4 81.4 106.7 122.9 55" 32.2 37.0 64.3 74.1 55' 20.5 23.8 40.9 47.1 r------ -I N 80' 48.8 58.3 87.8 112.8 80' 29.5 33.9 59.0 87.9 80' - 21.8 37.5 43.2 II I I VERDCAL 11 Cf >Wa 65" 45.2 b2.0 90.3 104.0 65" 27.2 31.3 54.4 82.7 65• - - 34.6 39.8 11 I I MULLION 11 Z g n d 70' 41.9 48.3 83.9 98.5 70' 25.3 29.1 50.5 58.2 70' - - 32.2 37.0 I I 11 3 a •O 7g• 39.1 45.1 78.3 90.1 75• 23.6 27.2 47.2 54.3 75' - - 30.0 34.6 II GLAZING IING I I p�� 80" 36.7 42.2 73.4 84.5 80" 22.1 25.5 44.2 50.9 80• - - 28.1 32.4 II I I If {6 Y 85" 34.5 399 69.1 79.5 85" 20.8 24.0 41.6 479 85' - - 26.5 30.5 20' 128.1 130.0 130.0 130.0 20' 77.4 89.1 130.0 130.0 20" 51.6 59.4 103.2 118.8 25" 1025 118.0 130.0 130.0 25' 61.9 71.3 1239 130.0 25' 41.3 475 82.6 95.0 ANCHORS E 30• 85.4 98.3 130.0 130.0 JO' 51.6 59.4 103.2 118.8 30' 34.4 39.6 689 79.2 35• 73.2 84.3 130.0 130.0 35• 44.2 509 88.5 1019 35' 29.5 339 59.0 67.9 BZ OR C W1 W2 in 40" 84.1 73.7 128.1 130.0 40• 38.7 44.8 77.4 89.1 40' 25.8 29.7 51.8 58.4 45• 56.9 85.5 113.9 130.0 45• 34.4 39.6 68.8 79.2 45' 22.9 26.4 45.9 52.8 O 0 e 1.2 59.0 102.5 116.0 50• 96" 31.0 35.6 619 71.3 50" 144" 20.6 239 41.3 475 J r- gg• • 4816 53.6 93.2 107.3 55• 28.1 32.4 56.3 649 55' I - 21.6 37.5 43.2 HORIZONTAL MULLION O . t •• 2.7 49.E •8�.4 98.3 80" 25.8 28.7 51.8 59.4 60' - - 34.4 39.8 ��TYPE ARCHES TO BE O45CPoBW Til (L 11W.�.. i • A, H 0 W • 6�' 39►3 45.4 75. 909 &M1" 23.8 27.4 47.6 54.8 1. - - 31.8 36.6 82 OR C INSIOE RECTANOUTAR SHAPE •• •e7Q ••• ' 42.1• 73.2 84.3 70• 22.1 255 44.2 50.9 70" - - 295 33.9 m U • y4,r_== • 75• 34.2 39 68 78.7 75' 20.5 23.8 41.3 47.5 75• - - 275 31.7 �� _ a I1 GlADUC 11 Vl I+1 1 • 80' • 32.0 300 •�1� 73.7 80• - 22.3 38.7 44.6 60• - - 25.8 29.7 1 i� PRODItCT �`�1 3: ttL///�� Ih m ••••418r •• 30.1 34.7 69.4 8$' - 21.0 38.4 41.8 85' - - 24.3 28.0 • �' • • 117.9 1_3.00 0130.0 130.0 20" 68.8 78.2 130.0 130.0 ANCHOR II j O • 2S' 8.4 7 1 0. 130.0 25" 55.0 63.4 110.1 126.7 II IIIAO-{t 11 O • •�• •• AtO 90.59 •too.0 130.0 36• 459 529 91.7 105.6 II III II O • �• •• 4 7.8 1 130.0 35' 393 45.3 78.8 90.5 11 GLAZING III GLAZING 11 ANCHORS TYPE • •�• 59.0 67.9 117.9 130.0 40' 34.4 39.6 66.8 79.2 11 PRODUCE 1PRODUCT 1 II BP OR C • 45' 52.4 9b4�5 120.7 45' 30.6 35.2 61.2 70.4 �L=-=I =__=___,J_j •: O& B39• 0947.2 5" 106.6 50" 108• 275 31.7 55.0 63.4 L MULLION SPAN 55' •• 9 4.4 65.8 88.7 55• 25.0 289 50.0 57.6 ,. m •� •8.•0• 39.341jJ 7 00.5 so' zz.s 28.4 4s9 52.8 TYPICAL MULLION ARRANGEMENTS R 85' ••• .3 41.E 726 83.6 55' _2_1.2 24.4 42.3 48.7 qq 70' • W.7 38.8 67.4 77.8 70' - 22.6 39.3 45.3 W1 +W2 u F 75• 31.5 36.2 62.9 72.4 75" - 21.1 38.7 42.2 WIDTH (W) = 2 g j 60• 28.5 33.9 59.0 67.8 60 - - 34.4 39.6 85" 279 31.9 55.5 03.9 85' j I - - 32.4 1 37.3 20' 100.1 1153 130.0 130.0 20' 61.9 71.3 1239 130.0 NOTE, m $8 13 D 3 25' 60.1 92.2 130.0 130.0 25• 49.5 57.0 89.1 114.0 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER `o 30' 66.7 78.6 130.0 130.0 30• 41.3 47.5 62.6 95.0 LOCATIONS AT HEAD, SILL OR JAMB ENDS, a, 35' 57.2 65.8 114.4 13o.0 3s• 35.4 40.7 70.8 815 FOR ANCHORS DESCRIPTION SEE SHEET 4. 40• 59.0 57.8 100.1 115.2 40" 31.0 35.6 61.9 71.3 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) qg• 445 512 89.0 102.4 45' 27.5 31.7 55.0 63.4 Engr.JAVAO AHMAD PRODUCT REVISED 1 s 50' 74-1/4' 40.0 48.1 80.1 92.2 50' 120' 249 285 495 57.0 CML i 55• 3&4 41.8 72.8 83.8 55• 22.5 25.9 45.0 519 FLA.PE{_7_0_592 n j jIng odwiththePiodda CAN. ° DulldfaB Code 60' W.4 38.4 6&7 769 60' 20.8 23.8 41.3 475 ,q gx 111 je gtEa 4 LGI� a 85' 30.8 35.4 81.8 T09 6S' - 21.8 38.1 43.8 dlF1V 70• 28.6 32.9 57.2 65.8 70• - 20.4 35.4 40.7 o tt1 DY 75• 26.7 30.7 53.4 61.4 75' - - 33.0 38.0 € ,,,i j. '.4 Mfen Dade Pmducl.Contro drawing no. 80' 25.0 28.6 90.0 57.6 80' - - AN39.8 RS]j M95-16 Bg• 2J.S 27.1 47.1 54.2 85' - - 29.1 33.5 sheet Sof 4 ANCHORS TYPE 'A' ANCHORS TYPE 'B2' ANCHORS TYPE 'C' u r3 Al 14 S.M.s. 'o a. NBtm Y000 BucK PER Q p 81,82 ORE m N • 31.4'OLA.ULTRACONS TO ACCOMODATE g 1/ANGLE dot/4'GIA.ULTRACONS 'ELW.ANGLE TO MASONRY - Z 2 X 2 X 1/8' 9... 2 X 2 X 1/8' 2/ANGLE 2 X 2 X 1/8 O o ALUM ANGLE - ALUM ANGLE a ALUM ANGLE a ® # 14 S.M.S. 14 531.5. /14 S.M.S. 2/ANGLE 2/ANGLE a ULTRACONS n . -a aa. .2 ANGLE q ____ v A ____C___ __ d ___ _ 1•• MUWON r-7-7:7- �_ �ppK ONE PIECE CLIP ; MULLION MULLION MULLION a<,—- ALTERNATE TO ANGLES ALL CASES t z "CONCRETE OR W 14ASONRY BLOCKS O 1BY OR 20Y 18Y OR 28Y F77 W000 BUCK WOOD BUCK m MULLION - d. MULLION ALUM ANGLE O Q MUWON 2 X 2% 1/8' 2 X 3/4 X 1/8' y 2%2 X 1 8' o.. 2%2 X 1/B' ALUM ANGLE _ ALUM GLE ALUM ANGLE 3-5 8 LONG 1-5/8'LONG(FOR 2'LUBE) • 2-5/8'LONG :v / 2-5/8'LONG FOR 3'T!!-) J Q 2-5/8�� ,•. •e 3-S/8'LONG f FOR 4', -TUBES) D • • --r---____ �•• • ---'t------- o. 1 0- W ••• •••:•••••• 11IiI 0�^i�g •••• •• - •••••i•'•ig i••• 1i11 g _ T'4' m ACCESS HOLE N W #14 S.M.S. U• • •• a 2/ANGLE( & MMQQ ,v'u�IANGLE CART B2k) C4 : 9 E MULLION ZZBJao ____ _ j < 0.1 0 to a ••••••• ••••• • . •• ••e•�•••. 1.500 d.a eMAX. MAX •• 0000 i• _1-8 — THIS SCREW CAN ••••• MAINSTALLED IN EITHER-/ ANCHORS TYPE '81 _______ O�'Ps'''•rC4S Li9E; DIRECTION 000000 0000•• • • —4-- r #14 F.H.S.M.S. I I MULLION I I 2/ANGLE(CHART A do Bt) 1 1 TUBE MULLION v I I 3/ANGLE(CHART 82 I I 2121 I I 4/ANGLE(C44AR'T) I 1 2 ALUM ANGLE ANCHOR DETAIL #1 ll #14 S.M.S.---- 2/ANGLE1/4'GIA.ULTRACONS BY'ELCO' I MW. C U O W LL O ULTRACONS MAY BE HEX OR FLAT HEAD 1 i INNOTCH ANGLES SILL SUBSTRATE MIN.EDGE GIST. MIN. EMBEDMENT o 1 I I OREMBEDMENT TRIM WOOD 1' 1-J/8' '� I I 1 I Fngr:JAVAO AHMAO PRODUCT REVISED ' WOOD BUCKS NOT BY GOP] GLASS CNtL BLOCK 2-1/2' 1-1/4- FLA.PE/70882 +g ro•Plytin;uith the Fl0rlda MUST SUSTAIN LOADS IMPOSED. CAN. 38 Baltding Coda CONCRETE 2-1/2' 1-1/4' v' A-AptaocoNo 4 8 2-1fEd MIN,. v2-1/2''M11N It(pL-�9.�ZO'�(1 1raUwl Dale 17 .E .d ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. 'a . 'o JSf'1ti CUPS OR ANGLES CONNECfEO DIRECTLY 70 MASONRY TO BE PROTECTED v.d d°.' �'r 8y Dade lkudaM' nlrgt drowinq no. WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PALM OR WATER-WHITE METHACRYLATE LACQUER. 1/4'DIA ULTRACONS M95-16 1/ANGLE - sheat 4 of 4 4 OCT 2 7 2015 1 ALwFAR00Q l �ATIOISI a CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: V&R HURRICANE Date: Oct 19,2015 Project Name: 98 NE 103 STREET Engineered By:SA Project Desc.: MIAMI SHORES,FL 33138 Checked By: MIAMI-DADE COUNTY SITE SPECIFIC WINDLOADS AFC Number: 15-1320 Building Height(ft.) :26 Design Criteria: i, Florida Building Code 2014 ii, Wind Loads are calculated as per ASCE 7-10. • •.••.• General Notes: .... •• ...... .... ...... -Any deviations from conditions shown on calculations or drawings shall be engineered separately ' . . .. ..... -Al-Farooq Corporation will not provide a letter of compliance/inspection report unless calledd...wing i4Vgl1a4!on. .•; • .. .. .. ...... -Engineering drawings are checked for structural requirements only. •••••• . . . . ...... ....% Additional Notes: .'. •�• 0 0 . . •• -BUILDING ROOF TYPE:SLOPED RISK CATEGORY.•2 Disclaimer: - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. C- o, 22 01 r -No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional Javad Ahmad,P.E. FL#70592 EB C.A.N.#3538 1235 SW 871'Avenue I Miami,FL 33174 1 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com I alfarooq ,afceng.com y V&R HURRICANE Wind Speed(mph) 175 Mean Roof Height[h](ft) 26.00 98 NE 103 Street Importance Factor 1.00 Height Above Gnd. Level[z](ft) 26.00 MIAMI SHORES,FL 33138 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 0,95 Coefficient Kzt 1.00 Coefficient Kz 0.95 Coefficient Kd 0.85 Velocity Pressure Evaluated @z fqz](lb/ft^2) 63.31 Velocity Pressure Evaluated @h fqh](Ib/f A2) 63.31 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(Ibl t^2) Mark Comp Type W(in) H(in) S(in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5- In Zone ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 44.8 -48.6 44.8 -60.0 Z5 • •• • • • • ••• • •• ••• •• • • • •• ASCE 7-10 WIND LOADS ON COMPONENTS AND CLAUDIAV:AL-F4RO'LCQ CQItPORMION, 1235 S.W.87th AVE,MIAMI FL.33174. TEL:305-264-8100 • • • • • • •.• . .•. • 0.0 . Engineers Seal Engineers Name And Signature Design Date Design Reference Number ... . . . . ... . . :.: 10/19/2015 11:04:02 AM 15-1320 . . . . . . . . . . ... . . . ... . . © O E D SCOPE OF WORKS FLORIDA ROOM REMOVE AND REPLACE WINDOWS AND DOORS(IMPACT). TH4 KNG d CAU2IMWM COMPLY WIN AE HAMA BM M OME 2014. O VA91ING GARAGE DOOR B B I WC BA BEDROOM DO DINING ROOM I GARAGE fJ) S N_ I BEDROOM BEDROOM (D LAUNDRY qdq OL S N !8MR 01° H0 20 FLOOR PLANQI LEVEL) Ma ar$ � CL p WCOMEN O PLAY ROOM LIVING ROOM OIA � co BATH 4 u SECOND MEANS OF ESCAPE WINDOWS c D ... . 1 . . BAHCL 'i®c-art�i it wo o�i�ell s CL • • Y • • FLOOR PLANA LEVEL) ..' .. '. .. ..` 4D "PN4 A4o' ►"N1°" AL-FAR000 CORPORATION &8 RDS MW K UMS auw.r THIS SHEET HAS BEEN REVIEWED... : ••I. 000 o.BEDR�`` � "�°�i�°��UM 35M F=� TO VERIFY LOCATION O)er . . . • • i0 BA,B MM lug, EXTERIOR GLAZING PRODU•C�I��6 • ' ' ; . • ` • • � WITH RESPECT TO ZONE 4&5. A-1 . *ALL INFORMATION PROVIDEI= : • : :`: : : • BY CLIENT . •• •• • • • •• •• SCOPE OF WORKS O REMOVE AND REPLACE EXISTING WINDOWS AND DOORS(IMPACT). e FlAImA 80011 IM KM 3 CAt UR@L4 CWLLT 11M UE ROW MINKMINKCODE 2014. Comm OWN m M 0) MC � 0!e!•,e0W � BUOY OARAOe 0 CL a % �a AL-1 AROOQ CORPORATION o �10g1 ee,>Aoo11 O lA1MA�T 6 THIS SHEET HAS BEEN REVIEWED O VERIFY LOCATION OF a d CL a E OR GLAZING PRODUCTS FLOOR PLAN(II LEVEL) z WI RESPECT TO ZONE 4&5. °' MUM% O BY: (,A-DATE: do ld /S MAY FAM WAM 80011 * L INFORMATION PROVIDED emaoa CL BY CLIENT eAIN 4 WINDOWS SCHEDULE wt mr ew sum ws .e G BAN No CL. ur sr 2mols"= VmAl BMW FLOOR PLAMO LEVEL) Q a r me= N,� CA 14-MIO =ROOM O r or lo"r 101' M TL WA 1+-M14 SECOND MEANS OF ESCAPE 1WNDOWS • •• © "°"°°' �':' "°A%-mie w 7r 3MMI"AMM WAN Imil 07 �E"i°M�t� lfo�r+o . .. • . . . • 3 •• • • • • ••• • O° 8• 7r Room WA' NOA 14-OeOete • R{ ICOMI AID 67 N AFFA'�N 108 ••• VOOK SQHEDt&E ® r r two= �,�+*► WA a-01MIe lA6 eonol OF a1eNo euaT BE 1091fgN K 67 move mwms © w r mum WA 14-07 .,9 m , A90VI net aoae. .•sy m.1r . .69M. 1r ,r 1oa ,Q 1r r em.o1. �,�,N 1aA,4-oeoe.,e 1eL11A1efA1s NO 8e10 aAS7 ►�1t ••• : �♦ r ,A ��gnw CAT Q u r & � WAN �' WA 14-=14 W IUOl1NlD 01A54 ••• 0 �P � �• ,I-a$► 0 wr r 911A87 b NilrbYt mawcmw. ® $a ml r r 7.6 r :►441: MA, NU 14-=18 Ate' ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. MIAMI SHORES VILLAGE COMPARISON CHART ADDRESS: N 6 (o 3 --T. Ml Lown i 5(n Or" , PE OPENING SIZE PEN.DESIGN PRESS DESIGN LOAD NOA NOA COMMENTS NO. WIDHT HEIGHT POS NEG POS NEG /J l0re b3 ".15 �°,3.� �5 G5 fi -o9os . i8 ZFV fs3��3 13 34 -3g 4419ro 6$ �8' 14- P968 - 19 �rx,w�estanw c-- �-�+ -0 iso (Os- GS (4 - oq og , tp F. p y 5-0 �$ �o (oS 65 tLA-0906 , 14 I4nRi7- W, C&FeSS 'ryPE F- li4 15 �.� �4s0 (1& �I 31FW1(3�u75) i� Y7 is 4419 418,6 083 ('O JT tI If. vu nt+ 19 38 "19 (0 00 68 F.VJ j- 53 38 44.8 Po&' F. w re lot 39 4.,:tA9 j45 �8 S, ouN4. 38 (0� 65 ILA- 0-we , l4 14-09.12•"/, SG(LOSS Tk(Prs M 1040 38• 4,4 �� &g I - 0410 S - '18 ��NJ ('S3 x 38) 149 38 418 S a-r II 2fW (" x38)+IjUWJD4 1 :39 $ l �© o t Z--o3o& • o(o r-QvNc� D oop , Lf(40 9OV2, �� o f Z-G3b��O(o FPLUNcl+ D009,+906 LM, ef 91 t •� ' ��• 'G�® I `4 - v[Z::% G I I - �.c.l n, n ooc� see a . ... . ... . ... . •• . . . . . .. . . . . . . . . . . . . .. .. ... . . . ... . . 0 0 0 c m Em�' E °a ,uw t G o . FLORIDA ROOM OCT 2 7 261 S py EXISTING GARAGE DOOR Q Q o TO REMAIN WC BATH DINING ROOM I BEDROOM O GARAGE a uj CL. CL. o z g Q I a BEDROOM I BEDROOM M • :..•;• o � �<- • . • 9999•• 0 LAUNDRY I N M M 00 • 9••• • i w o 0 9066. '6966' •• •699.6 a Z 0 • Q w 6999•. •. . 9996.0 •6•• • . ..6• 6666. CL CL. OVERALL H0GHT:20' • 6 6666 . . Lv Q FLOOR PLAN(II LEVEL) • 006 ' 0000 6666 6 6666;. SCuF N.T.s Q • CL. Q KITCHEN • • 696•i• •9699• NoolO � • O 6 •66 •66969 o ' • • • PLAY ROOM • LIVING ROOM m o `- BEDROOM CL — a 0 I �- P w Z 1 i o Lw � F BATH I o4 ",,!!R,!FCT TO COMPLIANCE WITH ALL FEDERAL a 1 a o a 'F I+ T-ll Cnl 1NTY RULES ANF) PF rC(JI-ATlmn z o o CO p0 # BATH //�� ,Z� 0 7 z ENTRY DOOR CL. ' ' L1 n o 0 FLOOR PLAN(I LEVEL) FACTS i ALL WINDOWS/DOORS WILL BE IMPACT ,lo aiv2o�s I Q BEDROOM � o SCOPE OF WORKS �^ I `v REMOVE AND REPLACE EXISTING WINDOWS AND DOORS(IMPACT). � No ------ `v O THIS PLANS k CALCULATIONS COMPLY WITH THE FLORIDA BUILDING CODE 2014. A-1 SHUT 1 OF 2 SECOND MEANS OF ESCAPE WINDOWS zr DOOR SCHEDULE EGRESS WINDOW AS SECOND MEANS OF ESCAPE TO HAVE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM SIZE MATERIAL THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING MARK DESCRIPTION W H T DOOR FRAME REMARKS A CLEAR OPENING OF NOT LESS THAN 20 IN. IN WIDTH, 24 IN. IN HEIGHT AND 5.7 SOFT. IN AREA. 01 FRDN�I DOOR 38" 81" i X' METAL METAL GLASS CAT II NOA 12-0306.06 THE BOTTOM OF OPENING MUST BE LESS THAN 44' FW0 DOOR+ 46' 1 2 t METAL METAL 36 FD+12 FW-GLASS CAT II ABOVE FINISH FLOOR. © W/SDWTg12 WIDTH) /" NOA 12-0306.06 © MOO DOOR 34" 81" 1 Y4" METAL LMETAL GLASS CAT II NOTE: FIXED GLASS TO COMPLY WITH SECTION 3508 F.B.C. GLASSNOA 12-0306.06 ALL WINDOWS AND SLIDING GLASS DOORS x TO HAVE TINTED GLASS. Q4 SLID. DOOR 72' 80" t X• METAL METAL GLASS CAT II EKE GLASS NOA 14—b6 z i 1 vi w o: O rn WINDOWS SCHEDULE g a � co M MARK WIDTH HEIGHT REMARKS NOTES NOA vi meli ; ,• ;"••• GLASS CAT CAT II NOA 14-0908.18 106' 63" o w ' ;•+ '„��• •� O 2 FW(53 X 63)+MUW(NJ Ws"IMP.GLASS NOA 14-0728.07 a z O • ,,, •••„• co ' • O 37' 38” FIXED WINDOWCAT %6'SS IMP.GLASSI NOA 14-0908.18 • ••' :•• ,, ••••: O 74" W. FIXED WINDOW GLASS CAT II NOA140908.18 ' • •• ••s• '•:••• 3fe IMP.GLASS — U •s ” •••••. O HORIZONTAL SLD. WINDOW GLASS CAT II a • • • • ° 74' S0` Et4tESS TYPE NOA 14-0908.14 ...... X0.3f6 IMP.GLASS � ± ,. :,••i• • OE 46" 75' FIXED WINDOW GLASS CAT II NOA 14-0908.18 $ ' • ••. �•..•; ifs IMP.GLASS a«i •� • • ( 111• 75` 3 FW(37 X 75)+2 MULLION GLASS CAT II NOA 14-0908.18 WG'IMP.GLASS NOA 14-0728.07 37' 75' FIXED WINDOW � GCCAATT II NOA 14-0908.18 is o �H 19" 38' FIXED WINDOWP GCS II NOA 14-0908.18 Lu a o � GLASS CAT II W0 I 74" 38' FIXED WINDOW �16IMP.GLASS NOA 14-0908.18 z o 0 0 uj 53" 3$' FIXED WINDOW ifs IPSP LCAT II NOA 14-0908.18 Q w f o ALL WINDOWS/DOORS WILL BE IMPACT 00 O 74' 38" HORIZONTAL SLD. WINDOW GLASS CAT II EGRESS TYPE ifs IMP.GLASS NOA 14-0908.14 DATE IOIIWO15 ® 106` 38' GLASS CAT II NOA 14-0908.18 sc—u 2 FWt53 X 38}+MUWON xo. 3f6`IMP.GLASs NOA 14-0728.07 SCOPE OF WORKS "SSHONM A OE�GNEA y O 148` 38 2 FW(74 X 38)+MUWON GLASS CAT II NOA 14-0908.18 REMOVE AND REPLACE EXISTING WINDOWS AND DOORS(IMPACT). )f6'IMP.GLASS NOA 14-0728.07 THIS PLANS do CALCULATIONS COMPLY WITH THE FLORIDA BUILDING CODE 2014. DRAWING NO. A-2 SHEET 1 O 2 t t MAWDADE MIAMI-RADE COUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33115-2414 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/ecanomv Labrador&Fundora Corp dba V&V Windows 2355 W 41 Avenue Hialeah,FL 33010-1454 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"300 Outswing Glazed Aluminum Door w/wo Sidelite or door whvo Transom-LMI APPROVAL DOCUMENT: Drawing No. W10-08 Rev F, titled "Series Aluminum Out—Swing Entrance Door (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on SEP 03, 2015, prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,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 Limitations: 1. See Design Pressure(DP)ratings in sheets 3,4&5 for unit sizes Vs glass type.Lower Design Pressure from doors or mullion shall control when doors are mulled(whvo Reinforcements). 2. Door w/transom is limited to max.25-1/2"h Transom. 3. The maximum positive exterior DP shall be+66.30 PSF,where water infiltration requirement is needed. 4. Glass lite wider than 36"shall be supported with approved setting blocks or clamps per FBC requirements. 5. The frame are of alternate size must not exceed 960113.02 ftz,nor panel tested area and max.Panel height. 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",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 safes,advet tising or any other -terminate thi s NOA.Failure to comply with any seetion sir 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 Pto-4ded jo:ht:ager by the manufacturer or its distributors and shall be available for inspection at the job site at the requesfof thb B1lildi'hg'OfPlcial. This NOA renews&revises#12-0113.02 consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. ••• •;• •• ••• • ••• The submitted documentation was reviewed'by Isgagx.�ngda, P.1t . .. . . . . . . 09 NOA No.15-0310.05 M i•uaoF courr„r ..• ••• Expiration Date: September 01,2020 :.: Approval Date: September 10,2015 oiW) . . . . . . . . . Page 1 . .. .. . . . .. .. t t Labrador&Fundora Corn dba V&V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No.W10- 08 Rev F,titled"Series Aluminum Out—Swing Entrance Door(L.M.I.)",sheets I through 12 of 12,dated 02/24/10 and last revised on SEP 03,2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under files#12-0113.02/#10-0406.04) 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(+50.0 PSF,sill S-1 only) 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along with marked—up drawings and installation diagram of an Aluminum outswing French doors w/wo sidelite and door w/Transom&sidelites,prepared by American Test Lab of South Florida, Inc.,Test Report No.ATLSF--0403.02.-08, dated 01/18/10,signed and sealed by William R.Mehner,P.E., Henry Hattem,P.E. and Edmundo J.Largaespada,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying wit FBC-2014(51h Edition),prepared by Al Farooq Corporation, dated 02/18/15 and last revise on AUG 13, 2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02, 04 and-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.(former E.T. Dupont)for their"Butacite®PVB Glass Interlayer",expiring on 12/11/16 F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51h Edition) and letter of no financial interest,prepared by Al Farooq Corporation,dated 02/11/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters,as part of the above referenced test reports. 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega.(Submitted tinder previous NOA No. 10-0406.04) 4. Florida Department Of State, Div of Corporation, active listing of Labrador & Foundora Corporation,dated 05/07/19985. 5. Florida Department of State, active fictitious name listing of V& V Windows, dated 08/13/15. .. ... . . . . . .. G. OTHER • 1. This NOA revises &renews#12-QI.L3.02;e$pVedgn 09/01/15. 2. Test proposals#07-3564 Ac•test proposal Gated 10720/08 appt;ove�d by BC O. . • ••• •• ••• ••. Ishaq L Chanda,P.E. . • •• Product Control Examiner . •• • • NOA No 15-0310.05 . .. . ••• •. . . see . Expiration Date:September 01,2020 Approval Date: September 10,2015 . . . . . . . . . . . .. •• . . . .. .. ... . . . ... . . I 0 Z J a O � U 81 h QOo PBODDCf REVLWA g 4.,; ��Ct>4�+ri1M r4�Ter� rQray�; 6�Yytlae Dek y S l abf "� cww o • •• J c • • • • • ••• • • •• THESE DOORS ARE RATED FORLARGE&SMALL MISSILE IMPACT. O ••• •• $ • • • SHUTTERS ARE NOT REQUIRED. •••••• • •0• •• •••• •• •• ALUMINUM OUTSIYING ENTRANCE DOOR E , •• •• •••• •• •• SINGLE (X)AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. z • SINGLE (O/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. o a SINGLE (0) SIDELITE SEE SHEET 4. is. A •• •• •• • •••• o ,y> • • • • • SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 5. �� •• • • •• •••• LOWER VALUES FROM DOOR CAPACITY CAHRT, SIDELITE CAPACITY CHART OR g r • • • SIDELITE MULLION CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. ••• •• 148•ROMMEN'D GLA119•••• 3/16'HEAT STREN'D GLASS DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION • • RESISTANCE IS REQUIRED. o • •R"InterWyer • •• .080'Interlayer • Buteclte PVB • • • ButooKe PVB 000000 ey'K•raroy Amerim,Inc.' • By'Kuroray America,Inc.' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • 606 IVB-HEAT STREN'D GLASS 3/18'HEAT STRENLASS 'D GREQUIREMENTS FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ • 18Y OR 29Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY c a$ DOW 995 SILICONE 995 TO TRANSFER LOADS TO THE STRUCTURE. @ R T' PECORA 885 PECORA 895 ? ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS cy� . \ \ m ` EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ®$ AT 1/4 POINTS ON UTES • 'a / / 18 �NAI�.78=DNI ANCHORING-OR-LOADING-CDNpfApgjS-NOT�HDWN� • \ � 20 1 \ m u \ NOT PART OF THIS APPROVAL 20 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. a c •-..may 25 ) 25 , i ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE, m m 4 v 8 a MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE o REQUIREMENTS OF THE FLORIDA BUILDING CODE. Eagr.JAVAD ANUADCIVIL n 1 FLA PE i 70582 g CAN. GLASS TYPE 'A' GLASS TYPE 'A' GLAZING DETAIL X576 5/16'OVERALL LAAL GLASS 7/16'OVERALL LAM.GLASS AT SEDELITE/TRANSOM' / GAZING OPTIONSOPTIONS / /S 15 drawing v W10-08 shoot � of T2 395 tj�.0 78'MAX. � FRAME WAD FRAME WIDTH 1 12' 5'MAX. 441Xm 5"MAX. MAX. 0 .� HEAD/sal r A HEAD/siS A sni F 1 CORNERS CORNERS - �� 18 I �2 1 1HEAD& ANCHORS p n / / \ AT STILE EN ii t li I (4)AT 3"O.C. 8 h C C 1i D I rc h J_ocn _ I LOCK OPTIONS\ 1 ! It i 1 OR 2 z IN G7 w I 4 �' u (OPTION��I S i:::iii ggg m x J / . 1 `�o yY, .} lyy I SEE S�I�ET 10 N G� \ 171 LOCK 0 NS i•• •i •• • ��• (11 O OPTION®1 SHOWN) \ it • • • • \N • 1 SEE S 10 •• • • 11 i ii W / FLUSH •• •it• \ 1 v 1 BOLT 3 • \ 1 ••• •• •• • •• I ACTIVE � INACTIVE •• •• •• • • • u� i MI gg!� • • • • • mGl m pRODUCF REVIB£DSURFACE APPLIED ••• ••FALSE MUNTINSACEUED• • FALSE MUNTINS OR B � wEnyms�PC�+ • • DECORATIVE J •!� •'aw. fO $ DECORATIVE GRILL 26 3/4'MAX. 26 3/4'MAX, tD $ ActePi-ft No.�`� s Q 1 m$`• ••• •• MAY 0 USED• •• �'•Di MAY BE USED D.L.OPC. D.L.OPG. •• •0000• 36 'MAX. 36 3/4'MAX. al/� CaKtl� • • VAF WIDTH LEAF WIDTH ••• •• •••••• • 36 S)w 73'MAX. • • DOOR OPNG.W. DOOR OPNO.WIDTH M (XX) o DOORS LOAD CAPACITY-PSV DOORS LOAD CAPACITY- PSF NOTE: m nnylal,rP TRANSOM(X) no Llyyl EsrO GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOOR DIMS. 'A• 'B' ODOR DIMS 'A' 'B' AND FLORIDA BUILDING COMMISSION •• FRAME LEAF FRAME LEAF FRAME LEAF FRAME LEAF DECLARATORY STATEMENT DCA05-DEC-219 o o %1 WIDTH WIDTH HEIGHT HEIGHT EXT.(+) INT.(-) EXT.+ INT.(-) WIDTH WIDTH HEIGHT HEIGHT EXTd+) INT.(-) ExL(+) mrd-) � 37-5/6' 34-3/4' mo 80.0 70.0 80.0 72' 34-3/4' 70.0 80.0 70.0 80.0 u o w LL 39-5/8' 36-3/4' 98" 93-3/8' 88.3 75.8 88.3 76.8 78' 38-3/4 96' 93-3/8' �3 73.8 66.3 75.8 O o b DVr JAM AHMAD N i CML 92 6LA55 O.L.O. DIMS. �w X56 a g $ D.LO. HEIGHT = FRAME HEIGHT - 12' D.L.O. WIDTH (X DOORS) - FRAME WIDTH - 12.875' D.L.O. WIDTH (XX DOORS) - (FRAME WIDTH - 22.50'/2 droWing no. OS 291 W10-08 sheet Q of 12 39 5/8'MAX. 76'MAX. FRAME WIDTH FRAME WIDTH 1' 71 5/16'MAX. D.L.OPG. 12` D.L.OPO. 12' Z 5"MAX. � ALUM dNF. 12 5'MAIL � MAX' ••=••• aw•aN'_N MW ol•••••N••GO••••••HC :•�i_•/%••_/ \�77�•j,�ii1i�1t"Ijitil17TI1i}"t""_/G_-_\/_-S/_--\_ 1/\ 1N, )�w px N�}Y NOO paC HC 1/ —\I •C__/=_\=/_\=�/jii1iI,1I1;iilIi1iIiL 1I1;=/G__•y/_E/_\-i%/ii�\\ /��//\� / / ALUM RENF. . PwRQDUCFREVi8BD O`Otv.LLJQJgSOg' HEAD/SIL HEAD/SILL CORNERS CORNERS IL (2)ANCHO AT MENDS DOD AT -1/z•oG INGR.SSENDS0 �U� !R GLASS D.L.O. DIMS. (TRANSOM) O.L.O. HEIGHT TRANSOM HEIGHT- 4.625` D.L.O. WIDTH FRAME WIDTH 4.6875" LOCK OPTIO ••• • OR/82 N 2 ) SEE SHEET ti 41*41 0040 00 0A LOCK OPIONS ••• •• •• • N SH 11 SEE SHEET 10 *00106 • •• FLUSH • BOLT ••• •• •• • e•Plylag wKA*t midiag Cad� kCILCQ>ar��i 4� vSQrd�>SQhao:g3 ap3 'vN vgi.SS�L .I • • • • ACTNE NACTNE =Lin .0 • D.I. • • #SURFItPJPFItI* • 8 • mz SURFACE APPLIEDB FALSE MURTINS 0I• FALSE MUNTNS OR DECORATIVE GRILL 2!3/4'MAX. �P OECGRATtVE GRILL 26 3/4"MAX. 28 3/4"MAX. MAY BE USED MAY BE USED DLL OPG. D.L OPG. D.L OPG, a �4 36 3/4`MAX. 36 3/4'MAX. SILL ANCHORS o E LEAF WIDTH LEAF WIDTH AT SA 3"NDS NOTE: y slow T.. 36 5/8" 73'MAIL BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOOR OPNG.W, DOOR OPNG.MOTH AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05—DEC-219 0 0Fl n"� (0/X) (O/XX) �iRs �g�oW DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY-PSF o_ o SINGLE DOORS WITH TRANSOM(0/LQ DOUBLE DOORS WITH TRANSOM(0/XX) Eng.,JAVAD AHMAD d 23 GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE FIA.PE 17069wL 2 ODOR DIMS. 'A' 'B' DOOR DIMS. 'A' 'B' CLAN.3538 FRAME LEAF FRAME LFAF FRAME LEAF FRAME LEAF WIDTH WIDTH Hf9GH1 HdGHT EXT.(+) INF.(-) LICT.(+) INT.(-) WIDTH WIDTH HdGHT HOOK �•(+) INT.(-) EM.(+) INT.(-) $ 37-5/8' 34-3/4-1 120' 93-3/8' 70.0 80.0 70.0 80.0 .m> 72• 34 1�. 93-3/8' 70.0 80.0 70.0 80.0 q / drOwing n0. 39-5/8' 38-3/4' 68.3 75.8 68.3 75.8 7g• 38-3/4' 66.3 75.8 66.3 75.8 U 3 201! W10-08 . sheet 3 of 12 36"MAK 2 u SMHE FRAME WIDTH (54O o , 31 3/8'MAX. Z 3 D.L.OPG. 12" 4 la 5.Max3 HE CORNERSW-ADgEaLLo OfY oq L�3 ti ii °nmrc 11 11 12 6 ya• 0 1 • 9 0• 660 0 • • •00 00 0: II U ?S Oboo 0 a 0 • • • 11 0 • • •• •l_ OOODOO I 3 6 • 9 • II C'QQ • • 9 • i96 00 • m :0 • SURFACE APPLIED • •••• ••• •• FALSE MUNRNS OR • z� 9 i3 IEEQGINE GRILL :00::• a O • • MAY 6E USED Q PRODUCPREVISED O •• 9609 • • 0 b cmwplYht with tbt PImtk V C FOffD UIE 036.000000 F�D LITE(0)LOAD CAPACITY-PSP Aecepnu+r NOSAT,�Ip•0 • • A' AI'g• EaWgMw Dcic�4-'Y-' GLASS TY4 WIDTHE HEIGHT IXT.(+) INT.(-) AlSrai DIJc Carp01 0 S 24" 70.0 80.0 n 28" 90" 70.0 80.0 32" 70.0 80.0 36" 70.o am NOTE: c m�a 1. 70.0 78.8 GLASS CAPACITIES ON THIS SHEET ARE m g g 2g• 98" 70.0 71.2 BASED ON ASTM E1300-09 (3 SEC. GUSTS) � e W 1. 67.4 67.4 AND FLORIDA BUILDING COMMISSION o yl;- 641 64.1 DECLARATORY. STATEMENT DCA05-DEC-219 e 4 E.9R AWAD AHMAD N � F CAN.i 72 �S38 GLASS D.LO. DIMS. (SIDELITEI 4�4 D.L.O. HEIGHT SD)EUTE HEIGHT - 4.625" O D.L.O. WIDTH SIDELITE WIDTH - 4.625" o Browing no. I_ SIDELDE FRAME WIDTH SAO O 3 2055 [W10-08 6ne9t 4 D112 SIDE=MULLION CAPACITY- PSF 144' SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM OVERALL FRAME WIDTH NOMKAL SI DELEAF FRAVE SIDELITE SIDELITE CLUSTER OF 31 WIDTH WIDTH HEIGHT fl/0 HEWS. H/ALUM RXINF. 12• )ANCHORS 12' Z INCHES INCHES INCHES EXT.(+) INT.(-) EXT.(+) MT.(-) ATHEAD/SRL MAX. {per IIz.. 24 70.0 80.0 70.0 80.0 . ' --` SILL F E ze 70.0 80.0 70.0 80.0 � A 32 36-3/4 80 70.0 80.0 70.0 BDA 35 70.0 80.0 70.0 80.0 a 40 63.0 72.0 63.0 72.0 I �. 24 E70.0 80.0 70.0 80.0 I \ 8g A 31 28 80.0 70.0 BOA H ii / \ FLUSH O a 1`!I 32 36-3/4 84 80.0 70.0 Bob I LT p a Q Q 38 Bao 70.0 80.0 __JL__- - Ja40 72.0 63.0 72A 24 BO.0 70.0 80.0 II L II 28 70.0 60.0 70.0 B0.0 ii / 11 E LOCI(OPTION J��z% 36-3/a eo 32 70A Bao 70.0 80.0 __ a J- ,� �1 DIt 82 Q 2 M - =a===== (OPTION 142 SH ) 1+1 38 70.0 80.0 70.0 80.0 X a .��j SEE SHEET 10 24 70.0 75.6 70.0 80.0 28 36 /6• 70.0 71.2 70.0 80.0 m� d ' d ✓' '�. // 32 ♦ 67.4 67.4 70.0 80.0 •• • • • 64.1 84.40• 70.0 80.0 ••••♦• R • • • • _=ter-=== _- • ALUMINUM FLUSH ••• •• ••♦• •• • 12 STIFFENER " K " \ HOLT t $ ••• • •• 000 •• 6 ACTNE INACTIVE 50 >a n • • • • 8 i a • d1��^ `o •• • �I B ' m 2 j>�m • SURFACE APPLIED ``- fe m ,$ a • FALSE MUNITINS ORDECORATIVE GRILL 31 3/8'MAX. 26 3/4'MAX. 2B 3/4'MAX. ••• • •••• •••••• MAY BE USED D.L.OPG. O.L.OPG. D.L.OPG. O • NOMINAL SITLLITE WIDTH LEAF WIDTH • • • NOMINAL ALUM REINF. 000 •• ♦ ♦•• • DOOR OPNG.WIDTH SID • ••• ELITE WIDTH 36 3/4'MAX. USE AS PER CHART • • 38-5/8'MAX.SINGLE(X)DOOR ♦ • 1 1/2' 73'MAX. DOUBLE(XX) DOOR SEE CHART AT LEFT LEAF WIDTH PlmDucre¢vlslxD .. L1/2 73'MAX. 1 1/2' renwW7l�R�rkh the Fkwmh DOOR OPNG.WIDTH Cmte o Aetepunce Nal -D.SJD- e (OXXO)TESTED FAPL 4 Lhte Eli NO L FOR DOORS CAPACITIES SEE SHEET 2. ox.X0.uxx UK xxv cumfuummm ALSO QUALIFY POW rraftelt Cwhd FOR SIDELITE CAPACITIES SEE SHEET 4 FOR SDELITE MULLION CAPACITY SEE CHART ABOVE c• a LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 96 S0. FT. PER FBC 2014 m o g B S WILL APPLY TO ENTIRE SYSTEM. �g�4Wo Hqr.AVAD AHMDera FLA.PE#70582 NOTE: s T3 GLASS CAPACITIES ON THIS SHEET AREao 3 ZO'� drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION W10-08 DECLARATORY STATEMENT DCA05-OEC-219 sheet 5 oT'12 TYPAL ANCHORS EDGE DIST. 161' C{S SEE ELEVATIONS WOOD BUCK METAL STRliC1URE EOGE DIST. FOR SPACING •a�: - o o ' 9/16'MIN. ,` g (SEE SPEC BELOW) THROW BOLT .+3'.ItSICBN�.d EDGE o EDGE DIST. Z PENETRATION ° '• 3 K$�CONF. ..y.. I I o C 66 a 02 w w w 6 C u 18 xc2aaa � LLii $$aa 'sa t as aN Grp I I O x LL 0 M SEE ELEVAANCHORS TIONS SEE,ELEVATWNS SEE ELEVACAL ANCHORS TYPICAL TIONS Q 4Q FOR SPACING FOR SPACING FOR SPACING $ g B •_l_1 2a 15 FL 0 S WOOD BUCKS AND METAL STRUCTURE NOT BY V &V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J �$ i ••• AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING •:• • • • • : 1/4" DIA. ULTRACON BY 'ELCO' (Fe-177 KSI,Fy=155 KSI) Li • • • •• INTO 20Y WOOD BUCKS OR WOOD STRUCTURES t4 • 1_1/2- MIN. PENETRATION INTO WOOD HEAD JAMBS T vv •• �� •••• r• • •• THRU 18Y BUCKS INTO CONIC. OR MASONRY � c z • w .m i o Tri 1-1/4° MIN. EMBED INTO CONCRETE (HEAD/SILL)lib •• M ••o • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) } a•• • m • W • DIRECTLY INTO CONIC. OR MASONRY z v $c • • • • 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) !' I"'S AR 0000 • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) _ •• ••• •• #4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • • • • • INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') PRODUCE REVISF.O •• •• r complying with rlrt flerW • • INTO METAL STRUCTURES YndMgCad. STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) AaeywuN.vdm � 5 ALUMINUM : 1/6" THK. MIN. (6063—T5 MIN.) E`� �1Q co (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Y �51. Uk. TYPICAL EDGE DISTANCE Mai OWde C•rid INT CONCRETE AND MASONRY - 2-1/2' MIN. THROW BOLT j j 1s INTO WOOD STRUCTURE = 1° MIN. PENETRAnoN INTO METAL STRUCTURE = 3/4' MIN. m= G") o a n g B i i 2 WOOD AT HEAD OR JAMBS SG- 0.55 MIN. kI CONCRETE AT HEAD,SILL OR JAMBS f'c =3000 PSI MIN. 2 c ` C-90 HOLLOW/FILLL o ED BLOCK AT JAMBS fm - 2000 PSI MIN. DOOR DETAILS 19 L - - a o •_ `a SEALANTS: Engr:JAVAD AHVAD a r 9 FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL F�APE"0592 g •^�-___ METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. WEEPSj•3 KS1•CONCy ,$ n ' v; a 3. ' .. WEEPS: °• TYPICAL ANCHORS 3/16"K 3/4'WEEP SLOTS AT 3" FROM EACH END drawing no. ��. EDGE GIST. d SEE ELEVATIONS ZO15 W10_00. FOR SPACING OPERABLE UNIT sheet 6 of 12 1/4'MMX. 1/4'MAX. 113Y WOOD BUCK SHIM O O SHIM (SEE NOTE SHEET 1) 0 TYPICAL ANCHORS _ TYPICAL ANCHORS Z SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING o r a Fri T c.2 '•---- o. O&Q OL EXTERIOR Q g .-T yl 17 17A 6 D.LO. ZOZ N STRUCTURE 36 3/4"MAX. LLOCK OPTIONS LEAF WIDTH 1 OR 2 O ON J2 SHOWN 36 5/8"MAX. SEEESSHEET 0 FOR)DESCRIPTION DOOR OPNG.WIDTH fjj 39 S/8-MAK. 1/4-MAX. FRAIdE WN711 ��O•G t• • ' C • CONVLMIONAL LOCK CONCEALED FLUSH BOLTSTYPICAL ANCHORS• •••••• WITH DEAD BOLT LEVER!T AT IISmE FACE OF STILE 28Y WOOD CK SEE•FOR i s 1NACTNE LEAFDRTURF•• tt*- ••i• , ACTIVE LEAF•• •• 0 D• • • �' •••• •• ' • o••• • • •,e•s� ••• •• •�wEXTERIOR TYPICALSEE ANCHORS D.L.O. 1 17 17 6 7 8 FOR SPACING g LEAF WIDTH q�`12 19 LOGK OPTION !2 DOOR OPNO.WIDTH m 76"MAX. FRAME WIOTH PRCONCEALED I7DUCfREVISFD H BOLTS 3 POINT LOCK ASSEMBLY LEVERS AT INSIDE FACE OF STILE Mm•1> trKa th Fb•ti� a m^ C6ft o `? Araplance No d m�� ^g ACTIVE LEAF INACTNE LEAF E �IT� DOW t DAIr CaYA1 n _ Eipr.JAVAO/AHMADCIVIL NS' FLA.PE 1 C.A.N. drawlO EXTERIORW10-08 LOCK OPTKTN!1 DOOR DETAILSj3 7015 sneer 7 of 72 TYPICAL.ANCHORS {,U SEE ELEVATIONS �j EDGE DIST. A FOR SPACING to ''S KSI�CONC.• ! q 18 O" a �=*so 8 a • • • 10 a< •.. • 13 14 • o • •• V • } •• ••• •• �y•• •IN 0 00 0 • • • N • 9/16-LON. v •• •• •• • • • • • • THROW SOLT � • • • • • 10 PENETRATION •••10!t •• w • • • • 1 U ••• � •••• • • a • 0 p •• 21 V • G i2 c� e ••• • •••••19 1 1 • 1/4'W•.. 'pQQom SHIM. O a rs Iq I I • o dl>a�2{ _I_ TYPICAL C .�. _ 0 VIE_ 11-i 1 20 FOR 1 I 5 a$ is 1 , PRODUCf REVISED R a pljl twith the Florid. o g 8g +� 1 EXTERIOR y, ,qu- m m J D.L.OPG. q c �+ wad ps*FmawCalltrd o, m aTRANSOM FRAME WIDTH �c�oso . w 0 Engr:'JAV AHMADCra FLA.PE 70392 CAN. ¢ ng no. DOOR WITH TRAN (JEP3 201a W1� SOM DETAILS 0-08 shoal g of�2 TYPICAL.ANCHORS V SEE ELEVATIONS �� o EDGE dfSl' FOR SPACING 1/4-MAX 1/4-MAX. ter WOOD BUCK m •°:.''. °..1 •. SHIM SHIM (SEE NOTE SHEEP 1) n 3•'KSI�NC., �r ygg� TYPICAL ANCHORS TYPICAL ANCHORS aL it N SEE ELEV. sEE acv. FOR SPACING FOR SPACING O ai 10 ••'r' YLLa p a g 21 • •• t a DD r &41W • • • c > • • • • • • • 0. 04, • • ap • • • 8 aril �{iLL ••• Wp� •0• •• • i EXTERIOR see Poo• •• y�AL D.L.OPG. O • • • • STRUCTURE Go 410 so 0 goes 90ELITE FRAME WIDTH $ • ►RODUCFREVIBED •• •• •• • •• rees9Mn8 wIt�t4c FTerN° 0 •• • : ••• SINGL SIDELITE •.• •• A.4.w. po ellef • • • I Goo* ALUM STIFFENER •• • •• I so I/4-)W... 010 X 3/4'FH TENS AS REOD. ra ••• •• • • SHIM HO AT 10-FROM ENDS-\ © SEE SHEET 5 FOR CAPACITY z Q • •• • • AND 24'O.C. MAX. m O w• TYPICAL ANCHORS a SEE EU . n o FOR SPACING N r o > �^ �m W 21 1D n � E1Nu�m� ii � 3ai3z� - o ii •:< EXTERIOR D.L.O. m g t 4 D.L.OPG. LEAF wlmlt .1 m NOMINAL SIDEUTE WIDTH DOOR OPNG.WIDTH 38-5/6'MAX.SINGLE SX)DOOR 73'MAX.DOUBLE(XX DOOR of .•m m n c m y to FRAME WIDTH 20, 21 O = Engr,JAVAD+AHIMCNIL n •1 yB \ut OO CAN'355¢2 �" 3 3 KSI,CONT, a ' SIDELITE DETAILS • a drawing no. a EDGE OISI'. TYPICAL ANCHORS SEE SPACING SIDELITE WITH DOOR DETAILS JEP 2015 sheet 9 of 12 FOR SPACING STATIONARY UNIT (SIDE ITEM I PART REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/gEMARKS 4\V 1 V501 3/DOOR FRAME HEAD/JAMB 6063-TB V&V SELECTED EXTRUDER �� o , 2 V502 1 FRAME SILL 6063-TB V&V SELECTED EXTRUDER 3 V503 1 SILL COVER 6063-TB V&V SELECTED EXTRUDER O 4 V504 AS READ. SIDEIITE STILE 5063-T6 V&V SELECTED EXTRUDER 5 V505 2/LEAF TOP AND BOTTOM RAIL 8063-T8 V&V SELECTED EXTRUDER g 6 V508 1/LEAF I HINGE STILE 8063-TB V&V SELECTED EXTRUDER O 7 V507 1/LEAF LOCK AND ASTRAGAL STILE 6063-T8 V&V SELECTED EXTRUDER 0 8 V513 AS READ. INACTIVE ASTRAGAL STILE 8083-T8 V&V SELECTED EXTRUDER �p 9 ME 2/LEAF SWEEP ADAPTER 6083-T6 V&V SELECTED EXTRUDER Q 10 V509 AS READ. SIDELBE ADAPTER 8083-78 V&V SELECTED EXTRUDER (�p L�L+71 • •• 11 V511 AS REOD. GLAZING BEAD-5/18'GLASS 6063-T6 V&V SELECTED EXTRUDER & Q • • • 11A V517 AS READ. CUBING BEAD-7 16'CLASS 8083-TB V&V SELECTED EXTRUDER a p • • ••• • • •• / go7�� •••••• • • • F12 V512 AS READ. REINFORCING STIFFENER 6053-T8 V&V SELECTED EXTRUDER p.I • • • • • 2/LEAF 3/8'THREADED ROD STEEL a •••••• - � ••• •• • • t • 1 V514 2/LEAF FLUSH BOLT SUPPORT ANGLE 9083-t5 1-1/2'x 1-1/2'x 3/16' j • • • •••••• - 3/LEAF BALL BEARING HINGE ASSEMBLY - - Q • - 3/LEAF 3 PIECE HINGE ASSEMBLY ••• •• •••• •• •• AS READ. SETTING BLOCKS EPOM DUROMETER 80*5 SHORE A •• - AS REOD. FIN SEAL PILE WEATHERSTRIPPING - - ••• •• •• • •••• 20 V516 AS READ. BULB WEATHERSTRIPPING SANTOPRENE DUROMEIER 8Df5 • • • • • 21 18 X 1/2° AS READ. GLAZING ADAPTER SCREWS ST.STEEL PH TEKS,AT 2'FROM ENDS&r O.C.MAX. rr ••• •• • •• •••• 22 110 X 2' AS REOD. FRAME ASSEMBLY SCREWS ST.STEEL PH SMS • • • •••••• 23 AS READ, IME LITE ADAPTER SCREWS ST.STEEL - • 24 88-32 X 1/2' 2/ANGLE ISUPPORT ANGLE SCREWS ST.STEEL FH MS 6 • • • 25 - AS READ. I BUMPER SPACER SILICONE • • • • SEALANTS a LOCKS; •••••• • • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH OPTION ile OPTION A2, ACTNE LEAF: ACTIVE PTI SILICONE. 3 POINT LOCK ASSEMBLY BY'SULLIVAN AND ASSOC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE BY HINGES: v> 7/18°X 3°THROW BOLTS AT TOP AND BOTTOM 'SULLIVAN AND ASSOC.'LOCATED AT 39'FROM ENGAGING FRAME AT HEAD AND SILL BOTTOM OPTIONpt: THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS KEY OPERATED ON EXTERIOR AND THUMB TURN ON LOCK LOCATED AT 52-3/4'FROM BOTTOM INTERIOR THROW BOLT LOCK BY'SULLIVAN AND ASSOC.' 4-3/4'BALL BEARING HINGES 3 PER LEAF O LOCK HANDLE AT 49-1/2"FROM BOTTOM LOCATED AT 46'FROM BOTTOM BOTTOM HINGE AT 8-3/8°FROM BOTTOM RAIL TOP HINGE AT 11'FROM TOP RAIL PRODUC f REVBED INACTIVE LEAF INACTIVE LFAF CENTER HINGE AT MIDS Ar to•P1f1M with lb.ROI'Eb HINGES FASTENED WITH 12-24 X 1/2-FH MS YamL8c oh, CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' Amptoom NuI---031 D vs 1/2'X 2'THROW BOLTS ENGAGING FRAME AT 1/2'X 2°THROW BOLTS ENGAGING FRAME AT OPTION 62- E*phrodw al`—=-/-�-b•"" �RR's HEAD AND SILL HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON MANUALLY OPERATED LEVERS MOUNTED ON 7-13/18'THREE PIECE HINGES 3 PER LEAF y fir+ R INSIDE FACE OF LEAF STILE LOCATED AT INSIDE FACE OF LEAF STILE LOCATED AT BOTTOM HINGE AT 8-3/8'FROM BOTTOM RAIL MINLLI L1i1& Ca•Nd Cal 10-3/4'FROM TOP AND BOTTOM 10-3/4'FROM TOP AND BOTTOM TOP HINGE AT 11°FROM TOP RAIL SLS CENTER HINGE AT MIDSPAN $g HINGES FASTENED WITH 010-24 X 1/2-FH MS ^m m o m^� oo ggg L��E,Wa 1 I o I 1 I Engr.JAYAVI AHMW n 1 9 ,y, I ,/. 1 ,y, % ,�. ./• CMC FIA.PE CA,A. 1 1 1 dfoWlDg no. NOTE:LOCKS MUST BE ENGAGED DURING W1 O-OS PERIODS OF HURRICANE WARNING. 403gobahe•t 0 of 12 4.000 078 4.888 TYP o r.094 0 ; 2' ° Z J .828 o O 1.500 2.123 1.790 4-3/4• F- -� IIS 0 0 0 O 2.016 4.000 a: 1 FRAME HEAD/JAMB a HINGE STILE 2. O,p ti3O-24• • • lz-za x ,/2•fH MS5.313 OR$TYPE 23078 x 1/2°FH MS •• •• •••• • TYR CRS TYPE 23 2: g • • • .826 • t.964 1.750 3 PIECE HINGE BALL BEARING HINGE • • bS00 4. = g •••• 076 •• • • • • d •• i �' •• • •• • 4.000 ¢ • • • •• INACTIVE ASTRAGAL STILE. • c OV069 .62".OL 900400• • 4.000 • • •5 TOP & BOTi01u1 RAIL • • 626 ?q°�<o m •• ••• •�.� 1.750 078 1.984 0 TYP. ^ .080 .094 7.210 .388 1 5.313 ,.666x1 .125 s0 7 LOCK/ASTRAGAL STILE 9 SWEEP ADAPTER 3.532 3.782 2.200 PBODUC f NBVISEO 1134 cumpbft With 19e Florbk a r 2.231c a Rt"!10- L 082 •4854 76 12 STIFFENER $$$ $ 1.164 078 `^�0 a 3 SILL COVER 719 2.163I-1.575 it .840 4 SIDEUTE STILE .501 GLAZING BEAD - 7/16° GLASS Engrs JAW MHMAo N r .088CML -moi 1.133 1^- 1 .498 iU /70592 .563 I 1 IJBJB TYP 4.000 •0624 .709 050 1t -*1 .609 drawing no. �101 W10-08 2 t9 P 4 !FRAME SILL SIDEUTE ADAPTER GLAZING BEAD - 5/16" GLASS sheet 11 of 12 �a`�-" Z (� zz I 0 a � o c� CY a jec ••s bee e • J •• i3 •• so FRAME TOP CORNER0 00 a O • • • N • •• • sees $ • s • Go e•e e e• e• e• SIDELRE SLIP ON JAMB CORNER • o *4 00 6600 LEAF Top CORNEA E' • • • • •ss• • •• 0004 •• • 0 o t � aon ••sees I 4� p;� PROUCVMMEV • • 10 J�NS� TRANSOM 6 CORNER rannlsy eilM iYc ibrW leodioy Code @ g Ww•our S r u€ P 11�1d grAF m 2 2 q .�•{amm 13 o_ EW JAVAD MAW 1 am N ip FCA PE 0 3538�z g ' LEAF BOTTOM CORNER ( 2015 W10-OS dwl g no. 3 FRAME BOTTOM CORNERsheet�2ot12 SECOND DEANS OF ESCAPE WINDOWS VSCHEDULE EGRESS WINDOW AS SECOND MEANS OF ESCAPE TO HAVE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM SIZE MATERIAL THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING MAR DESCRIPTION W H T DOOR FRAME REMARKS A CLEAR OPENING OF NOT LESS THAN 20 IN. IN WIDTH, METAL 24 IN. IN HEIGHT AND 5.7 SQ.FT. IN AREA. Q FRENCH Om 38" 8i" 1 Y4" GLASS METAL GLASS CAT II { NOA 15-0t©-65 THE BOTTOM OF OPENING MUST BE LESS THAN 44' r 02 Epp �ph{1 4fi' O i j2° 1 " METAS METAL 36 FD+12 FW-GLASS CAT II ABOVE FINISH FLOOR. NOA 45 v C !� �5 Q FRENCH DWR 34" 81' 1 yt' METAL METAL GLASS SAT II NOTE. FIXED GLASS TO COMPLY WITH SECTION 3508 F.B.C. NOA tE5 , ®31 a.65 ALL AVE 0 S AND SLIDING GLASS DONS ® SLID. DOOR 72' 80' 1 ya" META' METAL GLASS CAT II F.F.E GLASS NOA ice}—o t ziB. 11 ui W w 0 WINDOWS SCHEDULE g z co m MARK WIDTH HEIGHT REMARKS NOTES NOA 0i 106 63" 2 FW(53 X 63)+MUWON 08.18 0 Ft 9sMP.GLASSSS CAT I NOA 14-0NOA 728.07 0 z 0 4 co m LL �B 37' 38" FIXED WINDOW GLASS CAT II WIMP.GLASS NOA 14-0908.18 © 74" 50' FIXED WINDOW GLASS s IMF GLCAS II NOA 14-0908.18 F U O 74' 50" HORIZONTAL SLD. WINDOWGLASS (s MP.GLASS NOA 14-0908.14 to a GLASS CAT II 0 46' 75' FIXED WINDOW his IMP.GLASS NOA 14-0908.18 0 «s til 111` 75' 3 FX37 X 75)+2 MULLION GLASS CAT II NOA 14-0908.18 0 s%6IMP.GLASS NOA 14-0728.97 0 z O 37" 75' FIXED WINDOW GLASS CAT II NOA 14-0908.18 w z 5(;IMP.GLASS U 0 GLASS CAT II a Q 19" 38" FIXED WINDOW GLASS NOA 14-0908.18 "u: ' 0 01� 74" 38" FIXED WINDOW �Yis"IMP.GLASS GLASS CAT II NOA 14-0908.18 w Z g Q 53' 38' FIXED WINDOW GLASS CAT II s/is IMP.GLASS NOA 14-094818 ALL WINDOWS DOORS WILL BE IMPACT aw 00 GLASS CAT © 74" 38' EGRESSNTTYPE W' WINDOW 9'is MP.GLASS II NOA 14-0908.14 NOA 14-0908.18 '�� • • O 106" 38 2 FX53 X 38)+MULLION xo Lis Ib1PAGLTAI� NOA 14-0728.07 SCOPE OF WORKS � �'•• Nne•� � � �•� •• • • • . • NO 148" 38" 2 FWI74 X 38)+MUWON GLASS CAT II NOA 14-0908.18 REMOVE AND REPLACE EXISTING WINDOWS AND DOORS(IMPACT). W ra�nvnd v 9(6"IMP.GLASS NOA 14-0728.07 . . • THIS PLANS do CALCULATIONS COMPLY WITH THE FLORIDA BUILDING CODE 2014. o�trome•No. • • •.• ••• •• • • • • • • • • • —2• . • • • • •• •• • • • • SHEET 1 Of 2 ••• • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •