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WS-12-1065Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 179306 Permit Number: WS -6 -12 -1065 Scheduled Inspection Date: October 04, 2012 Inspector: Bruhn, Norman Owner: GREENBERG, MARK AND DEBORAH Job Address: 485 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)754 -2593 Parcel Number 1132060140540 Phone: (954)328 -6908 Building Department Comments REMOVE 2 FRENCH DOORS UNIT AND 1 SINGLE FIXED UNIT Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 177879. CREATED AS REINSPECTION FOR INSP- 176748. CREATED AS REINSPECTION FOR INSP- 174700. No access. NB Expose fasteners for inspection. NB October 03, 2012 For Inspections please call: (305)762 -4949 Page 20 of 23 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to property, and in accordance with Chapter 713, Florida Statutes, the following irpjgprpj is provided in this Notice of Commencement. By 1 11111.111111111111111111111 1111111111 1111 1111 CFN 2012R0501038 OR EE.k 28190 Ps 1389; (fps) RECORDED 07/17/2012 13:54 :501 HARVEY RUVINr CLERK. OF COURT MIAP1I -DADE COUNTY' FLORIDA LAST PAGE STATE OF L.ORlDw' , cowry OF DADE / HEREBY r 717FY that this i6/ y sue► the vrigY7mliib'Sid; / l- 1. Legal description of property and street/address: ADA+O amity Gm* 4451 N'6' 9 y Space above reserved for use of recording office 2. Description of improvement RGrAre, .'r pew", '/ , vi .-' e & seept-frotweitir 3. Owner(s) name and address Interest in property: CAf A9dig- Name and address of fee simple titleholder: Ai �" �, r 4. Contractor's name, address and phone number. ,Stii4 I 2 � �SY a 2 964-474-8 '474-8 ' i � n 5. Surety: (Payment bond required by owner from contractor, If any) Name, address and phone number. .NA Amount of bond $ AO, 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. Ai 8.1n addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. NO 9. Expiration date of this Notice of Commencement: NA (the expiration date is 1 year from the date of recording unless a different date isspecifted) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A .•TICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF '•U INTE D 0 • -CAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YO •- !CE % -• ENCEMEi Signature(s) of • /.- . • �'7'' Prepared By ��i�: Print Name ' PYi �iiT . ill' Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foT,t � me s ackn I ged before me this /% day of . 7 ' >� 4Wee ❑ Inds' idually, or ❑ as for Personally known, or ❑ produced the following type of identifi Signature of Notary Public: Print Name: �� (SEAL) er/Director/Partner /Manager Prepared By Print Name Title /Office 1 I _1•c. .;S • ' 1•i, •;D_ u Under penatti • eryw„ I the foregoing and that the facts =t= . i Aa / a knowledge and belief. Signature :) ,f • i r s) • , •� o ' '• Officer/D' ctor/Partner/Manager who." By 1 �� Fli#At . By Iv of I have re best of . ®„E3 /c9- =otrPY "osy^ Notary Public State of Florida Lillian L Subko My Commission EE032571 �FOF 0.0! Expires 11/02/2014 123.01 -52 PAGE 3 a/10 B DING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: �g5 NE 9'7' City: Miami Shores Folio/Parcel #: RECEIVED JUN 1 1 2 12 BY :. FBC 20 ro Permit No. f Master Permit No. l 17 1 dai5 County: Miami Dade Zip: ,9 Is the Building Historically Designated: Yes NO V Flood Zone: v OWNER: Name (Fee Simple Titleholder): Mhiele4.1)(46Vil# OteNi e hone #: NeDr `'`(7'1 / Address: 17/I6 JTi ec r City: /W44 P4 / s h 04 e,r State: Zip: 3 31 Tenant/Lessee Name: 40,9 Phone #: Email: CONTRACTOR: Company Name: S4ike, %,a> .5® Cfp c -irJc+- Phone #: 9' 2O -(09 ®) Address: 0219 S kJ 7 , Ape, City: ,t# /9rt7-0 r J State: f , Zip: 3 3 V26, Qualifier Name: a,h ot.) •ivA k ® Phone #: 17-Z g ©8 State Certification or Registration #: wo 6—e V& Certificate of Competency #: Contact Phone #: 14 -3 2J - la 10 g Email Address: Deify Svh6 M,9 /1: 0 6AI DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ � Square/Linear Footage of Work: 91.47 Type of Work: ❑Addition UAlteration ❑Newtepair/Replace ❑Demolition Description of Work: /e-iI2t -1D-d..- 0_ ic-t00 Cdr ;r r_ * * *, , * *** * * * * * * * * * *** * * * * ** r** ** ***** Fees * * * * * * * * * * * *** * * * * * * * * *** **** ** * * * *x * * * *, ** Submittal Fee $ e0� Permit Fee $ �� J CCF $ CO /CC $ Scanning Fee $ r Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ [OO • d �' C r � rah /v' ,+1 (t N'C ,-� Bonding Company's Name (if applicable) ,4'4 Bonding Company's Address /1/ fJ' City /l/ ,9 State Zip Mortgage Lender's Name (if applicable) ,t/'/4 Mortgage Lender's Address /i,/,+ City /lrt¢ State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition t< the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a co he notice of commencement and construction lien law brochure will be delivered to the person whose property ' ubject 1 % ent. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first in ti' z` rs seven ) days after the building permit is issued. In the absence of such posted notice, the inspection wil " 't rf a� -,��ry �� % a rein .... <ction fee will be charged. Owner or Ag The foregoing instrument was : edged before me this day of -Jail) , 20 I kby a46474 gZ A) 1) who is ersonally known to gnor who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Lit.�ti L. S<dI My Commiss 11: . , es: Notary Public State of Florida Lillian L Subko �, ., I My Commission EE032571 'or�o Expires 11/02/2014 APPROVED BY Signature Contractor // The foregomg instrument was acknowledged before me this/ day of , 2012, by 5 thy who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 001111111111 "./9 My Commission Expire A'»`� >>, tf'°o �" . ' . `'44 eQi D0x \ \\\. 4:9ededr*** Ytk* 9c*dcoYoY9rsY4r*****s0o29erk ****9esYakdr9e*** Y 9e**iksF9r ****3c3e*sFsk9r*9ednYi:sY*** Plans Examiner Structural Review (Revised 3 /12/2012XRevised 07 /10 /07)(Revised 06 /10/2009XRevised 3/15/09) Zoning Clerk .50' Sheet 2 of 2 41e/el 047e,skeeitee/ Ales .p Boundary Survey Lot 21,Block 52 128.75 /8 ? °e,3'2.8 "F x . t� Clp 1 1la1t '22.50' ., 12.45' 33.40. Qne Story CBS ( 485"1-r- 318 House Res # 23.45 a) Co s al 4.018'1 0.07 /2" f.tp. rF' 41d RI ONAL 111Ia ti 15i 0'4' Job fi 98 -782 11 -19 -1998 15.00' Parkway • 20.00' Asphalt Pavement Northeast 5th Avenue 60.00' Right of way AFA Company, Inc. Surveyors Notes: 11 Lands Shown hereon were not abstracted for easement and /or R/11 of records 12 Survey is incomplete without Sheet 1 of 2 Benchmark : Dade County Public Works Dep. n/a ,r 14 Bearings as shown hereon are Based upon plat of ref. 15 Please See Abbreviations and Legend on the Back Page of Sheet 1 of 2 18 Scale of Drawing: 1" = 20' 17 Drawn By : A. Merel Date: 11-19-1998 18 Disckettes No. 128 /9 Revised: Professional Surveyors & Mappers 13050 S.W. 133rd Court Miami Florida, 33186 Ph. f (305) 234 -0588 Fax # (305) 234 -0423 X (r) E E 1=ii. ,u, kg) C 62,4 1 t. This certifies that the survey of the property described hereon was made under my super- vision & that the survey meets the mbetrnum technical standards set forth by the Florida Board of Professional Land Surveyors & Mappers in Chapter 61017 -8 of Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. & That the Sketch hereon is a true and accurate representation thereof to the best of my knowledge and belief, subject to notes and notations show Armando F. arez Sessional Sury ' Mapper / 5528 State of ride s.t Valid unless Biped & Stamped with !fathomed seal Structural Calculations Greenberg Residence 485 NE 94th Street Miami Shores, FL 33138 Table of Contents Wind Analysis 1 -3 es F. magi E. Ft.C3748 eet St 7 Ft_ .lar,�der'dale,° i 1. ®31 1 6/7/2012 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -10 Analysis by: DC Company Name: Description: GREENBERG RESIDENCE User Input Data Structure Type Building Basic Wind Speed (V) 175 mph Struc Category (I, II, III, or IV 11 Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 5.0 :12 Slope of Roof (Theta) 22.6 Deg Type of Roof HtpPed Kd (Directonality Factor) 1 Eave Height (Eht) 9.00 ft Ridge Height (RHt) 12.00 ft Mean Roof Height (Ht) 10.50 ft Width Perp. To Wind Dir (B) 61.00 ft Width Paral. To Wind Dir (L) 64.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.17 Flexible Structure No Biagi Consulting Engineers Calculated Parameters Importance Factor 1 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = 0.200 Zmin = 15.00 Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.85 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft lzm Cc * (33/z)^0.167 0.2281 Lam I *(zm/33) "Epsilon 427.06 ft 0 (1/(1 +0.63 *((B +Ht) /Lzm)"0.63)) "0.5 0.9112 Gust2 0. 925*(( 1+ 1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8783 Enclosed Buildings Gust Factor Summary G tSince this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Flo 6-5 Internal Pressure Coefficients for Buildings, Gcol Condition Gc I Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings ( 0.18 1 -0.18 Biagi Consulting Engineers WIND Design 6/7/2012 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -10 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev ft Kz Kzt qz Ib/ft^2 Pressure (ib/ft^2) 2.01 *(15 /zg) ^(2/Alpha) Windward WaII* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi + /-Gcp1 (Kip) (Klp-ft) 15 0.85 1.00 66.55 33.28 ' 57.24 -39.71 ' -15.75 72.98 66.78 500.85 Note: 1) Positive forces act toward the face and Negative forces act away from the face. B Fi • ure 6-6 - External Pressure Coefficients C -Force Resisting Syst m N N N N M N 14 z L Variable Formula Value Units Kh 2.01 *(15 /zg) ^(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V)A2 *I *Kh *Kht *Kd 66.55 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*V ^2 *I *Khcc *Kht *Kd 66.55 psf Wail Pressure Coefficients, Cp 111S4tiirface Cp indward Wall (See Figure 6.5.12.2.1 for Pressures 0.8 Roof Pressure Coefficients, Cp Roof Area (sq. ft.) Reduction Factor 1.00 Calculations for Wind Normal to 61 ft Face A dIIionot pry E+^ mq°d for other mind dirr ion Cp Pressure (psf) +GCpi -GCpi Leeward Walls (Wind Dir Normal to 61 ft wall) Leeward Walls (Wind Dir Normal to 64 ft wall) Side Walls -0.49 -0.50 -0.70 -39.71 -40.26 -51.58 -15.75 -16.31 -27.62 Roof - Wind Normal to Ridge (Theta > =10) - for Wind Normal to 61 ft face Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang Bottom (Applicable on Windward only) -0.25 0.25 -0.60 -0.25 -0.60 0.80 -26.01 2.28 -45.92 -14.03 -33.94 45.26 -2.05 26.24 -21.96 -14.03 -33.94 45.26. Biagi Consulting Engineers WIND Design WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -10 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 64 ft face Dist from Windward Edge: 0 ft to 21 ft - Max Cp Dist from Windward Edge: 0 ft to 5.25 ft - Min Cp Dist from Windward Edge: 5.25 ft to 10.5 ft - Min Cp Dist from Windward Edge: 10.5 ft to 21 ft - Min Cp Dist from Windward Edge: > 21 ft -0.18 -0.90 -0.90 -0.50 -0.30 -22.16 -62.89 -62.89 -40.26 -28.95 1.80 -38.93 -38.93 -16.31 -4.99 Kh = Kht = Qh = Theta = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GC pf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15 /zg)A(2/Alpha) Topographic factor (Fig 6-2) 0.00256 *(V) "2 *ImpFac *Kh *Kht*Kd Angle of Roof 0.85 1.00 66.55 22.6 Deg Transverse Direction Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh (ps0 Min P (Psf) Max P (tsfl 1 0.54 0.18 -0.18 66.55 23.81 47.77 2 -0.46 0.18 -0.18 68.55 -42.33 -18.37 3 -0.47 0.18 -0.18 66.55 -43.06 -19.10 4 -0.41 0.18 -0.18 66.55 -39.56 -15.60 5 -0.45 0.18 -0.18 66.55 -41.93 -17.97 6 -0.45 0.18 -0.18 66.55 -41.93 -17.97 1E 0.77 0.18 -0.18 66.55 39.36 63.32 2E -0.72 0.18 -0.18 66.55 -60.00 -36.04 3E -0.65 0.18 -0.18 66.55 -55.13 -31.17 4E -0.60 0.18 - 0.18 66.55 -51.80 -27.85 * p = qh * (GCpf - GCpi) is ure 6 -11 - External Pressure Coefficients GC Biagi Consulting Engineers 6/7/2012 WIND Design 6/7/2012 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -10 Components and Clad for Buildin • s w/ Ht <= 60 ft a = 4.2 = => a Hipped Roof 7 <'Theta <= 27 4.20 ft Double Click on any data entry line to receive a help Screen Component width (ft) span (ft) Area (ft "2) Zone GCp Nind Press (Ibffi "Z Max Min Max Min 0.00 0.00 ROOF 3 3 9.00 1 0.50 -0.90 45.26 -71.88 ROOF 3 3 9.00 2 0.50 -1.70 45.26 - 125.12 ROOF 3 3 9.00 3 0.50 -1.70 45.26 - 125.12 ROOF 3 3 9.00 1 H 0.50 -0.90 33.28 -59.90 ROOF 3 3 _ 9.00 2H 0.50 -2.20 33.28 - 146.42 ROOF 3 3 9.00 3H 0.50 - 3.70 33.28 - 246.24 0.00 0.00 0.00 Window 0.00 A 6 6.67 40.02 4 0.89 -0.99 71.45 -78.11 B 3 6.67 20.01 4 0.95 -1.05 74.99 - 81.65 0.00 0.00 0.00 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Biagi Consulting Engineers WIND Design DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, F134275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami - Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 --2590 F (786) 315 -2599 www.miamldado.sov /perry/ DESCRIPTION: Series "PW 701" Aluminum zed Window - OVAL DOCUMENT: Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10 /18/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with th = : otice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE "If 1 R, ma ' -1 i LABELLING: Each unit shall bear a permanent a . = w a a e menu ac = s name or logo, city, state, model/ series and following statement "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0504.05 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime Expiration Date: Approval Date: February 02, 2012 Page I '0; ^,lAL A!d�;�9�7di2y PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03- 1105.01) 2, Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10 /18/11', signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA Na. 03- 1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19 /10 complying with FBC -2007, prepared by manufacture, signed and sealed by Anthony L. Willa, P. E. (Submitted under previous NOA No. 10- 0504.05) 2. Glazing complies with ASTM E1300-02104 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0325.05 issued to Solutia, Inc. for their "Saflex -- Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. 2. Notice of Acceptance No. 11- 0624.01 issued to E. 1 DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC -2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/29 /11, signed and sealed by Anthony Lynn Miller, P. E. E -1 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02, 2012 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015- 27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10- 0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted cinder previous NOA No. 10-0504.08) 5. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 6. Laboratory compliance letter for Test Reports No.'s FTL -3835 and FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 1105.01) G. OTHERS I. Notice of Acceptance No. 10- 0504.05, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window- L.M.I." approved on 09/22/10 and expiring on 02/19/14. E -2 c:=2/ • Jaime D. Gascon, ' E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 8 FOR W000 SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 8 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 8 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM El 300-02, 3- SECOND GUST. 3. ANCHORAGE: THE 33 -1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF DM PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD DURATION, CD, OF 1.8 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER REOL PENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C -00 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 8. REFERENCES: TEST REPORTS. FTL -3835 & FTL -3850. NOA: 07- 0425.01 (ULTRACON). 03- 0225.05 (CRETE - FLEX). ANSI /AF&PA NDS -2005 FOR W00D CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & its TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE MOWS CAPABLE OF TRANSFERRING APPUED LOADS. W00D BUCKS, BY OTHERS, MUST EE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHAD. BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /flASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 1 2° MAX. —' 98 1/4° FIN TO FN 5" MAX. 0.C. 45 -1/4' VISIBLE UGHT 5' MAX. O.C. 93- /4' VISIBLE LIGHT 98' 2' MAX. 48° 50 1/ FIN TO FIN TYP. FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) $OA DRAWING TABLE OF CONTENTS GENERAL NOTES. 1 ELEVATIONS, FLANGED1 ELEVATIONS, INTEGRAL FIN. 1 GLAZING DETAIL.S_ 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN3 CORNER ASS'Y INTEGRAL FIN3 INSTALLATION, FLANGED 4 CORNER ASS'Y, FLANGED 4 INSTALLATION, IBSC 5 ANCHORAGE 8,7 EXTRUSION PROFILES.._.._ 8 PARTS UST-- ....... 8 "77 " r • • (TESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. .1 Fes-- WIDTH --�I j M.— WIDTH T Fes- WIDTH —.4 T I - WIDTH --I 1070 TECHNOLOGY ORIVE N. WINCE. FL 34275 P.O. BQX 1529 NOKOMIS. FL 34274 .1. I+ WIDTH - .1 I— WIDTH +{ Fes- WIDTH - 1 Tr 1 T T -1 1L�J .1 1 ELEVATIONS AND NOTES ALUMINUM PICTURE WINDOW, IMPACT � i 1 8 I" 4269.4 0%t 1 LYNN "i, j h p'. sVare '''A� SII.E. 705 E. Fin 6610 WI1ba3Ve Maxtnw,n Design 7 f 3 O WB -3/16t6 Pressure (•h psfl 1 •.080PV8-3/1616 "A'ror "0" Dimension ON 24 30 198 42 48 64 60 87.878 is b 38 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 87.875 80.0 80.0 80.0 80.0 80.0 71.1 84.0 82.1 72 80.0 80.0 80.0 80.0 78.3 71.1 84.0 64.0 78.8 80.0 80.0 80.0 80.0 76.0 70.0 84.0 84.0 80.0 80.0 0 74.3 68.3 83.8 71.1 86.3 80.0 80.0 80.0 73.6 87.4 826 71.1 88 80.0 no 77.2 84.7 68.2 60.0 1017 80.0 80.0 72.3 813 810 120 80.0 80.0 70.4 80.0 128 80.0 80.0 70.0 80.0 145 80.0 80.0 80.0 Fin sod Flanged Windows MaXISMIm De61Dn I P (pp.61 1�� 7/lit66d, /196- .OBDP19. 3/1616 71tSI I Z8n561m- 7/18A51. 3/196- .WBPPB- Bj1B18 I W or "H" Dimension On) 24 30 36 42 48 84 80 87.878 g 1 i M r' 38 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 80.0 80.0 80.0 840 80.0 71.1 71.1 84.0 67.676 80.0 80.0 80.0 80.0 80.0 71.1 84.0 82.1 72 80.0 80.0 80.0 80.0 80.0 71.1 64.0 78.8 80.0 80.0 60.0 80.0 80.0 71.1 84.0 84 80.0 80.0 80.0 80.0 80.0 71.1 80.3 80.0 80.0 80.0 80.0 80.0 71.1 88 80.0 840 no 80.0 60.0 1017 80.0 80.0 80.0 810 120 80.0 8L0 80.0 1211 80.0 80.0 80.0 146 80.0 80.0 7/16' (AN OLASS NOONAL 3/16' AWARD OR NEAT SIRENQn ED mAS2 DSO' DUPONT BUOIORE OR SAP= NEEPSAFE Re *TERMER W* 3 10' oT 11/10' NOW MASS ERE 14 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 7/16' w6 MASS MOM 7/16' /131 WAGE 3/16' AMMO) OR NEAT 67RENERRE3ffO MASS 3/16' TEYPOBO CRASS 1 /,B' LAW CUSS MOW .680' MINOR BOVA= OR SAILER KEEPSWE INIE9AWR MAXIMUM 16' NEAT 11 16' 9TNOE M. 1 -1/16" LAMI I.G. GLAZING DETAIL, FLANGED OR INTEGRAL FIN FRAME NOTES; (INTEGRAL FIN FRAME SHOWN) 'A" & '8' DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. DUN. L 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 143" NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND ME TO THE NEXT AVAILABLE WIDTH 00 HEIGHT EMERSION. 3. FOR ARCHITECTURAL WNDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS -A" AND "8) MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). RorsT Fat NO CHANGE 1705 SHEET FX 7/6400 7 1 1070 TECHN�aiY DOVE N. VENK:E, FL 34275 PA. BQX 1828 NONOMW. FL 34274 GLAZING DETAILS AUIMINUM PICTURE WINDOW, IMPACT N j 2 of 8 rim' 4289.4 ID ,..00.41.YNN 4471,,�' ;1GENSF .�9* No. 88708 srTE .� '''qs /ONAL1 ` %‘ A. Illiil7 P.E. .E./ 56705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAN1NG .131° (1/8") X 2 -1/2° NAIL. WITHIN 2" OF CORNERS AND 5" O.C. MAX. w ND0W HEW MAX. VISIBLE UGHT OPENING INZSISEI SEE ANCHOR GUIDELINES. SHEET 8 1 3/8' MIN. EMBEDMENT 375° MIN. EDGE DISTANCE 375° MIN. EDGE DISTANCE 1/4' MAX. SHIM SEE 2X WOOD BUCK SHEET 8 OR FRAMING VERTICAL SECTION D —Q 2X WOOD BUCK OR FRAMING .131° (1/87 X 2 -1/2' NAIL, WITHIN 2° OF CORNERS AND 5' O.C. 1/4" MAX. SHIM 1/4' MAX. SHIM 2% W000 BUCK OR FRAMING SEE ANCHOR GUDEUNES. 8 90 °CORNER ASSEMBLY NOTES. 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 8. FOLLOW N EMBEDMENT AND EDGE DISTANCE LIMITS. o ©oMAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT 8- HORIZONTAL SECTION C —C MITERED FRAME wi711 INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OSSES ER KEYS AT SCREN ANGLED CORNER ASSEMBLY 1 -3/8° MM. EMBEDMENT F.K 7/1409 070 TECHNOLOGY DIME N. VENICE. FL 34275 P.O. BQX 1829 NOKOMIS. FL 34274 INSTALLATION FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT man I NTS 18 .1 8 1'"* 42894 D INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDEUNES, SHEET 7 1X WOOD SUCK 1® MAX. SHIM MIN. CONCRETE KSI PER 1 ANCHOR TYPE, MIN. CONCRETE 1(9 SEE SHEET 7 PER ANCHOR TYPE, SEE SHEET 01/ 1,5 KS 7 OR 1.5 KS MIN. CMU MIN. CMU 1X WOOD BUCK 1/4° MAX. SHIM MAX. WINDOW HEIGHT LAX. SEE ANCHOR GUIDELINES, SHEET 8 SEE ANCHOR GUIDEUNES, SHEET 8 1/4' MAX. SHIM 2X WOOD BUCK OR FRAMING VERTICAL SECTION B -@ SEE ANCHOR GUIDEUNES, -+ SHEET 7 1/4° MAX. SHIM SEE ANCHOR GUIDEUNES, SHa 8 pIII��1i,I 800 0-0 90* CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS USTED ON SHEETS 8 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE OMITS. MAX. WINDOW HEIGHT HORIZONTAL SECTION A -A MITERED FRAME WON INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 °. IX WOOD BUCKS ARE OPTIONAI. IF UNIT CAN BE INSTALLED DIRECTLY TO STUD CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1//2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO WE ENGINEERED BY OTHERS OR AS APPROVED BY RUTHORIIY HAVING JURISDICTION. 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELNES, SHEET 6 amid OF 0I to 11 J.R. 3J91/10 C� Maul Neoax ROWS WIW 5 Aagj ORAMIebtids I F.K. P114W NO CHANGE THIS SHEET 070 TECHNOLOGY N. VENICE. FL 34218 P.O. MP 1529 NOKOMIS, 71. 34274 INSTALLATION, FLANGED FRAME ALUMINUM PICTURE WINDOW, IMPACT WA 701 I NTS 14 4 S I"�° a I MALT RA EM ascamplylogisith 0eI N -1110 u i .0� 1 (M /' LYMN (,�,�,' * NS. 88709 * A KC, 705 MISC INSTALLATION DETAILS FUN FRAME WITH FIN REMOVED 1 3/8" MEN. EMBEDMENT t SEE ANCHOR GUIDELINES, SHEET 8 MESE 1/4" MAX. SHIM FIN FRAME WITH FIN REMOVED L SEE ANCHOR SHEET 77ES, RUM IX WOOD BUCK 1/4" MAX. SHIM SEE ANCHOR ,.:..:: GUIDELINES.: ?, FIN FRAME WITH FIN REMOVED SEE ANCHOR SHHEET 7 S SEE ANCHOR .::.,::z•• °• i.- , SHEET 7 :.' •. ---- — GUIDELINES.:. L °, . MIN. CONCRETE KSI 2X WOOD BUCK OR FRAMING SHEET 7 1 KSI PER ANCHOR TYPE, 1 PER ANCHOR, SEE SHEET 7 SEE SHEET 7 OR 1.5 KSI MIN. CIO OR 1.5 KSI MIN. CMU 1/4° MAX. sHIM EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE SELF12 STEEL 1/8` NOM. MIN. g12 STEEL DRIUNG SELF— OR4LING SMS (G5) C ;�� SMS (G5) USE SAME I—' US�EC QUANTITY a ' QUANTITY & SPACING AS ��rl� SPACING AS 91 SCREW MINIM 912 SCREW (SHEET 6) /DADE APPROVED MULLION (SHEET 8) (SEE SEPERATE NOM) ALUMINUR: 8083 -78 MIN. .125" MIN. WALL THICKNESS EQUAL. LEG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP —I 1/4, MAX. SHIM 1 -3/8° MIN. EXCUIDINO POINT 1/8° NOW MW 12 STEEL USE SAME ANCHOR QUGEOGE DISTANCE AS 912 STEEL SCREW (SHEET 6) EXTESl4@ METAL FRAMING A98 STEEL: F•38 KSI MIN. .125' M. WALL THICKNESS EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY 1/4" MAX. SHIM 2X W000 BACKER flIERL4H FULL—LENGTH, ACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) 12 STEEL SELF—DRILLING SMS USE SAME ANCHOR QUANTITY & SPRING AS 912 SCREW (SHEET 8)/ SEE ANCHOR GUIDELINES, WEEDS I/4° MAX. SHIM SEE ANCHOR SHEET 775, MIN. CONCRETE KSI ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL —�{ 1/4` MAX. SHIM STEEL STUD Fr GA MIN. FLANGE FRAME .ELAINE NGEE E FGE EME AGE FRAMEFRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.I ALUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUD /WOOD SUBSTRATE STEEL STUD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 8 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS. 2. W000 BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IX ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". IX WOOD BUCKS ARE OPTIONAL W UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF W000 BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOW APPLIES TO WHOLE SYSTEM. J.J.J. 110 18 11 D NO CRAW 7M5 SHEET J.R. 3 30 C ROOM= D Bream chime *sate 1070 TECHNOLOGY DR NE N. VENICE, FL 34275 PA. BOX 1828 NOKOMS, FL 34274 INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT smoomm J 5 m 8 J °�° � P J 4289.4 JD PRODUCT MIND m emnptyiugwbb am Florida Na II—!I1036 1,�111IITTTr,A ' 0%s .4 LYNN •%$ceNse No. 88705 iY • '0 1 A A i 2 .7.- A0.AAl .E.# P.E. Head, SIB and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 14) Anchor Descrdptbn Anchor Type °A° ar "8" Dimension On) 24 30 36 42 48 64 60 67.875 Andes L.ocatkm• 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 ic b 8118• Steel UAracon Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Head/8U1 2 2 2 3 3 3 3 3 4 3 4 3 5 4 8 4 8 5 8 5 6 6 8 5 8 8 6 8 7 6 7 8 48 J a m b 4 4 8 4 6 4 6 4 5 5 5 8 8 6 8 5 8 5 6 6 6 5 6 6 8 8 8 6 6 8 6 6 Head1810 2 2 2 2 3 3 3 3 4 3 4 3 5 4 8 4 5 5 8 6 .8 8 7 8 8 8 7 8 7 7 8 7 Jamb 5 6 6 6 8 5 8 6 5 6 8 6 6 8 7 8 8 8 7 8 7 8 7 8 7 8 7 6 7 6 7 6 Maadl810 2 2 2 2 3 3 3 3 4 3 4 3 5 4 8 4 6 5 6 5 6 8 7 8 7 8 7 8 8 7 8 7 Jamb 8 6 7 8 7 6 7 8 7 8 7 8 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 Head/801 2 2 2 2 3 3 3 3 4 3 4 3 8 4 5 4 5 8 8 6 8 6 7 8 7 6 7 6 8 7 8 7 72 .Iamb 8 8 8 6 7 8 6 8 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 Head/B40 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 6 6 8 8 6 6 7 8 7 6 7 6 78 6 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 0 8 9 8 9 8 Headi8111 2 2 2 2 3 3 3 3 4 3 4 3 8 4 8 4 8 6 6 6 8 6 7 8 7 8 7 8 Janb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 6.10 8 Haadr88 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 5 8 8 5 8 6 7 8 85.3 Jamb 7 7 9 7 8 7 9 7 8 8 9 5 8 8 9 8 6 8 10 8 9 8 10 8 Head1891 2 2 2 2 3 3 3 3 4 3 4 3 6 4 8 4 6 6 8 8 8 5 7 8 Jamb 8 8 10 8 0 8 10 8 9 9 10 9 9 9 10 0 9 9 11 9 Hea*SM 2 2 2 2 3 3 3 3 4 3 4 3 6 4 6 4 6 5 8 6 109.7 'fib 9 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 2 2 2 2 3 3 3 3 4 3 4 3 8 4 6 4 • Width and Height dimensions maybe reversed to locate anchor quantities On the table. Ifs the Head%SIII and Jamb rows must also be reversed so that the longer dimension getsthe most anchors. IreadIBtl 120 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 HeadlSW 2 2 2 2 3 3 3 3 4 3 4 3 128 Jamb 11 11 13 11 12 11 13 11 12 12 13 11 Head/8111 2 2 2 2 3 9 9 3 4 3 4 3 148 Jamb 12 12 16 12 13 12 18 12 Head18W 2 2 2 2 3 3 3 3 NOTES; 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FN. 2. FOR SIZES NOT SHOWN, ROUND yE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND '8') MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. And>ar TYI� Anchor Descrdptbn Subatleta FM. Edge Distance Min Ernbed- mad 1 012, Steel same (GS) 8. Pine 0.884° 1.375° *12, Steel .craw (G5) 811. Stud, Or 33 0.304• .0481180a *12, Steel anew M 012, Steel screw (6"5) Alum. 6063 48 0.324' 0.126" A38 Steel 0.304° 0.125° 2 014. Steel screw (GSL S. Pine 0.864° 1.376° *14, Steel scow (05) S8. Stud, Gr 33 0.361" .0481180. *14, Steel saw (G5) Almon 8063-78 0.381" 0.128° 014, Steel sem (08) A38 Steel 0.381" 0.126" 3 114" Stu Usracon 8. Pine . 1' _ 1° 1.378° 1.378° 114° 410 SS CreteFiex 8. Pbte 4 8118• Steel UAracon 8. Pbre 1.28" 1.375• A" & '8' DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1 '8' D' PEODUCTRBVISSD ncztly awdthtaeHAWN No t, "8" DIM. a ` FJG NEW SHEET 070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 ANCHORAGE WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT oN� YtIN algae- * . • a '',: go. 68705 -0 �il'4o i�li 'W rrwor J 1 6 • 8 I°m" 4 4 ID �r� BTMEO1= • � ` Head, 816 and Jamb Anchor Quantities Into Masonry (Anchor Types 5-7) Anchor Deawlptl= Anchor Type N W or 'B' Dimension (In) 24 30 08 42 48 64 80 67.878 Anchor 6 8 7 6 8 7 6 8,7'8 j 1' 6 7 5 8 7 6 8 7 5 8 7 6 8 7 J ,..:z 8 Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 HeaW8I9 2 2 2 3 3 3 4 4 3 5 5 4 5 5 4 8 5 8 8 0 6 7 7 8 45 Jamb 5 4 4 5 5 4 5 5 4 8 5 5 8 5 5 8 6 6 8 6 6 8 6 8 Head/811 2 2 2 3 3 3 4 4 3 6 8 4 8 8 5 7 0 8 7 8 8 8 7 7 GO . 8 5 5 8 8 6 6 6 5 7 8 8 7 8 8 7 5 8 7 8 8 7 8 6 HeadBB! 2 2 2 3 3 3 4 4 3 5 6 4 8 6 8 7 8 8 7 6 6 8 7 7 8 7 8 Jamb 7 8 6 7 6 8 7 7 8. 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 HeedIBW 2 2 2 3 3 3 4 4 3 6 5 4 8 5 6 7 8 8 7 8 8 8 8 7 72 Jamb 8 8 6 8 7 0 8 7 8 8 7 7 9 7 7 9 7 7 9 8 7 HeadlSW 2 2 2 3 3 3 4 4 3 5 5 4 6 5 8 7 6 8 7 8 6 78.8 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 Head/818 2 2 2 3 3 3 4 4 6 6 4 0 5 8 7 6 6 7 8 8 QJamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 HeedISW 2 2 2 3 3 3 4 4 8 8 4 6 6 5 7 6 8 85.3 Jmrrb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 Hmd/SIU 2 2 2 3 3 3 4 4 3 6 6 4 8 5 5 7 5 8 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head1881 2 2 2 3 3 3 4 4 3 8 5 4 0 8 6 109.7 Jamb 12 0 9 12 10 9 12 10 0 12 10 10 Fleadf8M 2 2 2 3 3 3 4 4 3 8 5 4 'Width 120 Jamb 13 10 10 13 11 10 13 11 10 and Height dimensions may an table. Head/Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Haad1118 2 2 2 3 3 3 4 4 3 128 Jamb 13 11 11 13 12 11 13 12 11 Hea1I8Y1 2 2 2 3 3 3 4 4 3 145 Jamb 16 12 12 15 13 12 HeadlSBI 2 2 2 3 3 3 NOTES; 1. ANY ONE SIDE CANNOT BE MORE THAN 146° Ate2 HAVE AN AREA OF MORE THAN 32FTs. 2. FOR SIZES NOT SHOWN, ROUND BE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FTT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A' AND 'B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. A' DIIN. A Type Anchor Deawlptl= Substrate 1111n. Edge Mb Embed- ment 6 114' Steel Lemon wcun Hollow Block 1' 1.25' 114 Steel Lennon 2.7k Concrete 1' 1.375' 6 114' 41088 CreteFtwt Hollow Book 1° 1.25' 114' 410 SS CreteFies 3.35k Concrete 1' 1' 7 6/16° Steel Macon WHEN/ Book 1.663' 1.25' 6/18° Steal Ullmann 3.6k Concrete 1.26° 1° A° & 'B° DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. aswr F.K. 4/4/O • FJC rH4Ma Jv{! , - :Y�f �'�� yam. r�,�;ri. .,. , r•w' NEW SHEET 070 TECHNOLOGY WYE N. VENICE, FL 34276 P.O. BQX 1529 NOKOMIS, FL 34274 ANCHORAGE, MASONRY SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT I NTS Ia 7 a 8 [Wag W. 42694 10 .0s \6 �LIYNN,1j'��ii * No 88706 S'A'N. OW lag; F./ 89706 2.784" INTEGRAL FIN FRAME O MAT'L: 6063 —T5 DWG NO. 4256A I- .970" - T .975° 7/16" LAMI GLASS BEAD 0 MATT: W NO 4255 .346° —►I .050" if .975" 1 1- 1/16" LAMI I.G. GLASS BEAD 11 MAT'L: 6063 —T5 DWG NO. 4254 INSTALL. FASTENER COVER fa MAT'L: 6063 —T5 DWG NO. 4224 1.875° .094° .062° —1 .500° .062" 2.784" FLANGED FRAME MAT'L: 6063 —T5 DWG NO. 4253 .4; ;K�..1 .: •'tin'- yxvf'{7 '. (r�. ... • I'.? ,•,; WPM Of F.N: 7/1403 ITHA DWG P PART a DESCRIPTION 1 4258A 64258 Integral In frame head, sill & jamb 2 4253 64253 Flanged frame head, sill & jamb 7 1155 781PQX 25 x 1 Quad PH SMS stainless steel a Schnee - Morehead SM5504 acryl -r narrow Joint sealant or 10 4255 84255 7/18 laml glass bead 11 4254 64254 '1 -1/16 lam! Da glass bead 12 1224 818147 Vinyl bulb strip (thick) 13 4224 IrretallatIor fastener caw 14 Down Coming 899 glazing sealant or equivalent 15 Dow Coming 995 silicone structural sealant, black 17 7/16' laml glass 3/16" annealed - .090 DuPont Budaclte or Sallee KaepSafe Maximum PVB Intedayer - 3116" heat strengthened 18 11/18" lam! t.0. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3/18" an - .090 DuPont Mac*, or Saflax KeepSafe Maximum PVB Intedayer - 3/18" heat strengthened 20 4282 64262 Architectural comer key 21 7116" land glass 3/16" Feat strengthened - .090 DuPont Butaclte or Settee KeepSals Maximum PVB Interlayer - 3116" heat strengthened 1- 1116" lams 1.0. glees: 3/16" treat strengthened outboard - 7/16" airspace - 3/16" heat strengthened - .090 DuPont Butacite or Sallee KeepSate Maximum PVB dderlayer - 3/16" heat strengthened 1070 TECHNOLOGY ONNE N. VENCE. FL 34275 N FL 274 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT Heladlimills PiW01 I � 18 a 8 I"�°"'° PRODUCT REMISED stoonv4yinsv415930 Florida N, l l 10. * ; N0.68706 '';Ise /OAtAV �.%`. A.' dkV�► P.E. .. 58705 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) _ BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidatle.eovioera/ PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction_ PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includin _ the High Velocity Hurricane Zone. DESCRIPTION: rin APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD -LMP', sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acc •tan , , ' .: ., , . _ ; • i -Dade Coun Product Control Section. SIZE IMPACT RATING: Large and Small Missile Impact Resistant i • See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options are with interior HS glass, see glazing options, sheet 1, 5 & 6. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the A est of the Building Official. This NOA revises NOA # 09-0826.10 and consiktstr 3 � d evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewectliy Ishaq . tChanda,, ' E.1% ::Expiration Dam t Approve! Date: December 01, 2011 Page 1 , PGT Industries NOTICE OF ACCEPTANCE• EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0826.10). 2. Drawing No.PGT0002 Rev C, titled "Series 770 Mum SGD -LMI", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10 /11 /11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09- 0826.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5980, FTL -5993, FTL -6036, FTL -6001, FTL -6014, FTL- 6015, FTL -6017, FTL -6023, FTL -6024, FTL- 6025, FTL -6028, FTL -6031, FTL -6033 and FTL -6036 dated 08/10 /09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29 /09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10 /07/11, Successor Engineer adopting the another engineer's work per FAR 61G15 -27 -001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08 -19- 09,12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoroso, P.E. (transferred from file # 09-0826.10) 4. Glazing complies with ASTME- 1300 -02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08 -19- 09, signed by Robert J. Amoruso, P.E. (transferred from file # 09-0826.10) 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 09 -0826.10, expiring February 17, 2015. 2. Test proposals No(s) 09 -0177, 0177 -A, B & C apl oved by \ CC \S t4 • G v",�a. Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 E -1 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T ■ TEMPERED HS = HEAT BTRENGTHED INTERLAYER TYPES - SGP ® .090 DUPONT SENTRY GAS PLUS DBPVB = .0913 DUPONT BUTACITE PVB G3.7/19" LAMINATED: (2) LITES OF 3118° HS GLASS WITH AN .090 OI3PV81NTERLAYER 134 - 7/18° LAMINATED.: (2) LITES OF 3116° ML4 GLASS MN AN .090 SGP INTER LAYER G3A - 9118' LAMINATE (2) LTIES OF 114° H, GLASS WITH AN .080 DBPVB INTERLAYER. G4A - 9118' LAMINATED: (2) LTIES OF 114" HS GLASS WITH AN .010 SGP INTERLAYER. G8 -1L I INATED LG. 3118" T EXT. CAP + 3W AIR SPACE + 7118' LAMINATED: (2) LRES OF 3118" HS GIASSWM1 AN .090 DBPVB IN1'ERLAYER. G8 -1• LAMINATED L0. 3/16"I EXT. CAP + 3E° AIR SPACE + 7118' LAMINATED: (2) LITES OF 3118° MOMS WITH AN .090 IM INTERLAYER GSA -1 ° LAMINATED L.O. 1/4• T EXT. CAP + 5116' AIR SPACE + 7/16" LAMINATED: (2) L•ITEB OF 8118' HB GLASS WTTH AN .o o DBPVB INTERLAYER. GSA -1' LAMINATED LG. 114'T EXT. CAP + 3116' AIR SPACE + 7118° LAMINATED: (2)1jTES OF 3118" H9 GLASS WITH AN .090 SGP INTERLAYER. 2. DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1310. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND °LABS TABLES ABM E 1300. 3, ANCHORAGE THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS. FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 8. REFERENCE& TEST REPORTS FTL.6980, FTL -5983, FTL4B001, FTL.4014, FTL-9 015, FR-6017, FTL -6022, FTL4023, FTL.8024, FTL45023. F11-8028, FTL- 8031, FTL -6033 AND FTL -8036. DATED 8f1109. ELCO TEXTRON NOA: 07. 0428.01, 03. 0226.05, A'NSUAFB,PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY wmi THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). & 000R SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIRETMENTS PER FLORIDA BUILDING CODE. AS APPLICABLE. 9. CONFIGURATIONS! SEE DP TABLES (SHEETS 7.9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). A. 13.L O. WIDTH a PANEL WIDTH - 7' B. D.LO. HEIGHT a PAIN. HEIGHT. 8.26° pares PERTAINING TO ANCHORAGE DETAILS ON BHTS.18 -1% 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 114° OR 6/18' LR.TRACON (FORMERLY TAPCON }CONCRETE SCREWS OR 1/4" ELCO 834 CRETE-FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. Z FOR WOOD APPLICATIONS USE #12 STEEL. SCREWS (05). 114' ELCO 884 CRETE-FLEX MAY BE USED INSTEAD OF 812 SCREWS (PAN HEAD). 3. WOOD BUCK DEPICTED AS 1x ARE LESS THAN 1 112° THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT E INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. 1X AND 2X BUC!(S (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION 18 THE RESPONSIBILITY OF THE ENGINEER ORARCHTTECT OF RECORD.. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL. BEA MINIMUM STRENGTH OF 6063 -T6 AND A MINIMUM OF 1/8' THICK THE ALUMI N A& STRUCTURAL INFER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN TILE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE 412 SHEET METAL SCREWS W3TH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA APE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 14, SHTS. 7.5, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. S. IF SILL IS TIGHT TO SUBSTRATE, (GROUP OR OTHER MATERIAL 18 NOT REQUIRED. IF USED, NON- 3HRJN4, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1141° SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THiAT3S NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN TI•E tasOUTAND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 NOA DRAWING MAP SHEET GENERAL NOTES......- ..... 1 QUALIFIED CONPG.......... 2.4 GLAZIN© ANCHORAGE......... - 7 -15 DESIGN PRESSURES -..... 7-9 ELEVATIONS ........- ...........16 -18 CONFIGURATIONS.........„ 17 VEiT. SECTIONS.. ..... _18 HORIZ. SECTIONS.. ....- ....19 -20. PARTS LIST........._..... 21 EXTRUSIONS- ....... 22-23 1410431 1440er Trmlmrl P44ch Mem,Cn9 /Wiper I Shred Generale Groeb,d tams 118own% Grand CMU Type Ca. 02a1 ®b. 222. Ed Eke Mem 1M- 1 714 2 112 See Crab.get 884 1J4- 1 314 2 112 6ah1 TIM. It 1714 2 112 NA Rcmnd blht 18a. &1 1 :111 2 112 1 314 2 111 Ma. Wid3.1 1113.121 1 24 1 1 114 wd Connote Strength RequImmentl TYv! TC Em Mewed 2700 pat Mir MOO pat Crete-Flex 884 9380 pal Delblgoese Wok Embedment Ed Edge Mn a Itlibdtmnre pCyDMMIE SCREWS STRENQMS: o •135 K181 MIN. ■ 177KG4! Emote tessart tlmpemladCbU A11112 0.20 Welded Q111 AS1M C4Meda, wad aladonning lD 8eedfters t III1$.2.1s ant urea 1112. o.. - Ws e8 Maul and SW Jambs u111 . COMMAS U2.13mmted 4711 Grouted CM%) Type ad. 11n. Win. Ed Sip. EMb. MIK Ed ma. cant Mht. Ed Eiso Sr 1 315 2 14 1 1M 2 112 1 914 2 112 MIS' 1 714 1 14 1 1M 1 1m 1 24 2 112 Nee Ge44fbx 8114 Sr 1 314 2 111 1 111 2 112 Not Steandisided 1410431 1440er Trmlmrl P44ch Mem,Cn9 /Wiper I Shred Generale Groeb,d tams 118own% Grand CMU Type Ca. 02a1 ®b. 222. Ed Eke Mem 1M- 1 714 2 112 See Crab.get 884 1J4- 1 314 2 112 6ah1 TIM. It 1714 2 112 NA Rcmnd blht 18a. &1 1 :111 2 112 1 314 2 111 Ma. Wid3.1 1113.121 1 24 1 1 114 wd Connote Strength RequImmentl TYv! TC Em Mewed 2700 pat Mir MOO pat Crete-Flex 884 9380 pal Delblgoese Wok Embedment Ed Edge Mn a Itlibdtmnre pCyDMMIE SCREWS STRENQMS: o •135 K181 MIN. ■ 177KG4! Emote tessart tlmpemladCbU A11112 0.20 Welded Q111 AS1M C4Meda, wad aladonning lD 8eedfters t III1$.2.1s ant urea 1112. o.. - Ws e8 1» u111 . Mhi. Ed 0 oed Saw KEA 2O C1six•Hex 384 NWT UNLESS 97H RV188ENOTED 0118auC• REV1s e°raeri4+8,a Ow PAW& SwirsaWo ram 2. 1 , $ i11{Itt11f1J� `,:00 No, 5s705 0 T% (ell11 91 E OF .1rrS 'S+ONA,'N,. A. LYMI M1I1ER. P.E. APPROVED CONFIGURATIONS: SEE D.P. TABLE, -�.. SHTS. 7 -9 SEE DP TABLE SHTS. 7 -9 SEE DP TABLE SHTS. 7 -9 Xp iN it V,Lr NLFZEf Ltr SEE D.P. TABLE, SHTS. 7 -9 SEE %L. DP NV TABLE V3 SHTS. BFI. 7 -9 r, 61€ XO, OX, XX, SEE D.P. TABLE, XXP SHTS. 7-9 i51 %krNEE* - t'NI.- - - -� OXXO, XXXO, OXXX, XXXX, POCKET DOORS: Ali CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "r INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pX)0(Xp, pXXXX OR XX}OCp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL 0 SIGNIFIES INOPERABLE PANEL. NO ~es SHEEr _ —J SEE OP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 delL ler sLs ATIL Frr ii NET OXO, OXX, XXO, XXX OXXp, XXXp CORNER, TYP. POCKET, TYP. PER NOM pmg commENrs PER tIAM 0810508 ran ItRiVE NOMNIM FL St475 eg=01 !EN Ft QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGO - LMI _ sccrro 1 NTS ( 2 23 j°®°° PG7�2 C 1191EtUCT II&YISS9 qi,arq t8a Neeth !amigos Cede batairexas P l 1._ 01 thortwalso Dale - Its e l }lt� SEE DP TABLE SHTS. . 79 FLir ► ♦ FAi F +Lr e;Lik NEWLy .lb, , , SEE 0.P. TABU, SHTS. 7 -9 it/ te" EJ2) i OXXoco, xxxxo, axxxx, xa;Xc, OOOp SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 f SEE DP TABLE SHTS. 7-9 dr►AA. is •�r . atiVirA ire4VY ilk Ai' ctrztr SEE D.P, TABLE, SHTS. 7 -9 L,r l .: •1 1 ti J. ,�� ;Ea4/S �g * ;i�r4gr JtaTIVATCI■ W ►NC, oxxxxo, xxxxxo, oxxxxx, xxxxxx. APPROVED CONFKAIRATI©NS ca nrv: MO MEE? Af: £ i4 # FF.►.F _r 4- r titer .% 'k FirMC1 J .809xtelr MUM ,,, ti►aatib -! timed " Mike irt"itcreall•Liame"" rr riregiNowareoW FL SOW AO. 912 a s+� QL $4L IED GYIN IWRATONS SERIES 770 ALUM $GO - LMI NITOCX12 tAko Lisa( 42. oceNse K..58705 7i 14% fi pA G A, R14ab'ed9.Il. a.�. APPROVED CONFIGURATIONS: SEE DP TABLE SHTS. 7 -9 .C.1 1:► ir+ +l7 i fTI k CiL?• VC+ 7 U. %E' SEE O.P. TABLE, Si✓iTS. 7-8 MIL PL. SK�Fk7 orik c ./ 0=00(0, XXXXXXO, OXXXXXX, XXXXXXX, )0XJUQOCXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 ar-lk L:a f$YQ�F 4 /� ♦iGl ♦■ ak:i 41.1.: NE 517 var7 AsOselso 4 1 I T,1 XL? 0)00 000(0 XXXX XXO, OXXXXXX \, XXXXXXXX, aC C3al;4L `t7�IVIsr )000000(Xp ‘51i VA. Tk7�LrF NO eiMIGE1 THIS SHIM. tanlIECHNOLOOVORNE Atortaff% 3102/8 Sgtorl,r few 1 QUALIFIED CONFIGURATJQNS > tichidea Dee) SERIES ?TOALUIt( SOD -1 41 I N0 5 ' —1°F0-11114 Z3 /n t, t fb LYNN 11 LFr , P_E, CFA 5$716 3116° HS GLASS .090 QBPVB 3M8° HS GLASS 7118° NOWT. 314° NOM. GLASS BITE 7/16" LAMINATED GLASS TYPES G3 J.L >R71/11 C NO CHANGE7MS SHEET Oat lbstrikisc :mac 11»RA9 m � a� RAM!<N COMMENTS SUC Dow Ify: paw S /4° 1.18 GLASS .090 VB 114" HSGLASS I+N e. NO M . 314° NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G3A EXTERIOR 3116' HS GLASS .090 SGP 3116' HS GLASS 71M' NOM. 314' NOM. GLASS BITE 7116" LAMINATED GLASS TYPES 04 EXTERIOR 114° bl GLASS LSO SOP 114" HS GLASS 9116" NOM. 3144' NOM. GLASS LUTE 9118" LAMINATED GLASS TYPES G4A :07dTECHNOLCOY OWE FL F4278 F.O. ttaa FL 34274 GLAZING RETAILS SERIES 770ALUMINUM SGD - LMI aew.sv We ewe mow,. MEMO NTS S d 23 I PG717002 A. 0 .>cr REMO fill . with ffi. Pheeldu isidltra Code Ammon! Me 21 tt tikaitat 1St►hJa�� L.�°4\4.. 6° H8 GLASS .080 DBPVB 311V HS MASS NW AIR SPACE 3H6° T GLASS 1° NOM. 314° 1CO?& GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 EXTERIOR 3H$° MGLASS .tom CSPVB 3116•M GLASS 9118° AIRSPACE 114° T GLASS 1° NOM. 3116° NS GLASS EXTERIOR A90 SGP SAW HS GLASS 91a° AMR SPACE 9118° T GLASS 1° NOM. 3fA 140M. GLASS SITE TRt$EAL DUBAI. SPACER 1" LAMINATED I.G. TYPES GS galrM 3116° kfft GLASS .090.WI3GP a 6112ft Cab Arrefairealls mow* w 3M9° FS GLASS WiV AIRSPACE 114'T GLASS 1° NOM. 3M° NDi11 GLASI3 0317E 314° NOM GLASS EIRE /RUSEAL OURAMEA . SPACER 1' LAMINATED I.G. TYPES G5A TRUSEA% 01.119ASEAL SPACER 1' LAMINATED 1.G. TYPES GSA DESIGN PRESSURE MD ANCHORAGE - UN-REINFORCED - STANDARD STILE - STANDARD CLUSTER PLUS INIEFNMATEAMHDR Anchor Type*: 1) '1/4° S 00 UI.IRA00N 2)'114"bs4 3) 'stir ULTINAOON 4) 1112 51M. SCREW •SEE ANCHOR OS ASTRAGAL CITY. R:E74 NM) TABLE1 PER PAb1B_ H 8 5. (FORMERLY 7AFC 182 ON SHEET s HEAD 8 $LL gap INTERLOCS, JAMS Al ( RQTY. *MOON 7116' tAterms GLASS - G 3A-3 11+18'1AMNATED GLASS (65.7M5'IANDATEDLQU- (3116"TE 05A-7/1F LAMINATED Lan - (Or S'RAI314T & CORI ERAS1RAGAL AN VA QTY. (3116' H.S. / IVi/5 13116° H3.) - (V4'It8. /PVB /114• H.S.) P.1AR /3 /W H.S.1PHB /3/16°H.B.) 1E ? /AIR13118'HS./P!B /SWIM) - NJ I. Nt7 E UNIT HEIRHT NOM, PANEL WIDTH FRAME SIDE N •- is . N v N .. 3 - CONC 4 f,2 -cON a t� 4 111 V N . v . N GLASS TYPE + 3A 5, SA +60 -80.0 +00 40.0 +BO -80.0 112XLIECEIMIESSIEZSIE21 10 10 10 40 -60.O 10 10 10 24 H&s E E I 3:3 L C4 +2 JAN49 10 10 10 10 10 10 P-HOOK 6 5 5 6 3 5 5 5 5 5 6 5 GLASS *MPS - 3, 3A, 6, 6A +80 - 00.0 +80 -60.0 +60 -80.0. +60 -80.0 30 H&6 04+1 GI +1 C4+2 0441 C4 +1 C4 +2 C4 +1 C4 +1 C4+2 0441 C4+1 04 +2 JP5B MrP77' 3 10 10 10 10 10 10 10 10 10 10 10 10 1117:1611.1-1...191 6 RA 5 6 KM KR 6 MIA 8 c. . , - - , 3A, 5, SA +80 -60.x. +60 -60.0 +80 -60.0 +60 430.0 H&S [nn[+•Y ima C4 +1 ima 04+2 [✓al EMItI f0 10 04+1 10 10 I= H JAMB 10 10 ILI 10 10 10 10 P -HOOK 5 8 5 6 5 6 6 5 5 5 GLASS . . 3, • , .. "' ' +60 40.0 +80 40.0 +80 40.0 42 i nail MLUI C4 +1 MEI C4 +1 13101 04 *2 gaillMa 04 +2 ' JAM 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 8 6 Ka 3 Ira 6 11101111111311111 8 ILI 0 6 - 0 - 3. 3A 6, . maw .IAMB P•HOOK +60 .60.0 +80 430.0 +60 40,0 .40 -80.0 C4 +1 Emma 10 10 i. gall WI 04+1 gamma J C4+1 Egli C4 +2 lima C4+1 C4 +2 10 10 10 10 10 ID 10 10 10 Q 5 5 0 Ka KIM 8 6 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OP TI•IE 3114 85.1.. P. WI- EN U8R1G THE 2 1Ir SILL. PORTA IVE WATER DP LS 46.87 PSF AAA%. WHEN USING THE 4° SILLPCX1fTIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE IA 3.4", 3114° AND 2112" SILL HEIGHTS ARE TESTED FOR WATER INF6.TRATION WHEREAS THE 1 ire SILL 18 NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 1S NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN 04 TABLE 1 MAY BE USED WHEN THE DOOR 19 PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DrAt3RAI1); 'nits CONDITION IS NOT MED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. S. DOOR SIZE TO COMPLY WITH FBC EGRESS FIR- QUIREMENTS. NO MANSE 7P0S SHEET itsfIWS MAIIIIWIECORMeaTti 1111801 PEOP1A I OWE OQ Ottoelle X08 r�r 0 ® EXAMPLE ON SHEET 10 TABLE 1A SILL HT. VS POS. DP SILL RISE HEIGHT FLUSH 1 -10 (+) DESIGN LOAD WA LOW 2- 112". +4887 PSF 3.114°■ +60,0 PSF HIGH 4° +60.0 PSF SEENDIES 1-3 MTh 7710010.A VSRV6 mamma Sans P.C. � FL P274 OLO MTN c NOM. PANEL IMUN - r DLO l- EIGHT a NOM. PASTEL %4EV ;T - 1.26' STANDARD ASTRAGAL STANDARD STLL.ES SO° OUTSIDE COWER B0° INSCE_¢ORNER• OH LENGTH 014 LENGTH 014 OH HEIGHT HEIGHT SEE NOTE 3 DP AND ANCHORAGE EQUAL TO 1 OR GREATER FRIES 770 ALUMINUM SGT) - LAM sor 4. NTS 7 • 23 PCTOZeZ 0 flIDDILICT Renate .1 =myna aae the net% DOMIN 0.6 -tD -i- botagikare PAP 09709 DEStt SsuREA1NDANCFtdtN -U1wt0 FI�NQVIY87HE- STANDARDABiRAi�A1 ii 0 0 Mew Type: 1) 'W' 210012.7M00N(P011I2301, 2) 'it 4" 884 fR1•R104 5) •6tr4A.TRAC00 4) w125780. =W • S t £ A 6 I R 8 1 4 0 E N O T TAPOON M) • E S 1 a 2 00.6HEET 1. 7AS E7� a14E41Aa19[.(1405) =SUM A.000ARLIDR01Y.: 04.7/18' LA00447ED01ASS- 04A. 0VW Wd140.TE041A $$• @0.7710'UU0 T=[G1L- (1010'7® 0041 - 7tIV LAMN4160[0.U-(114•11042 a91tn41to1Ta LMUSTS! P1119 TEA1021DR0tY.PE0 0011. ANCHOR Y. {21TB' Ilk / SOPI VW I [9.) ( 114 -HS I SON ipr H.B.) IAtR :stir )40I gm, 8170•Ka) /MU Sttr 0,8. /00ri3 KO.) FLUSH -14 Z' Nn. HEM k +4517 1:0F _ was -3.11 4-68.9 P.°Yrr t1 -4' +804 FSF 14 N r f N N r N' f Pt N M4- N + N *N00-r'1 VI r !./ &114 N r ! of w 3•CONC f 44 N r f 414- N .4 PF GI.A38 iY)E- 4.4M)0A 80.0 4041 600 80.0 •80.0 :0 .104i��-ft;YY 6041 • 0.01�^7i' 60.0 6.0 24 1 �J7�T r�60.0 r�.T60.077 lam i mmmEEa /�40l..011 r�:--.7t��77 2 ■i�r� �8f0 X804 OD X60.0 • zKWRM M a U aiEaKM EKKEKa 12 lza i UU LU RU 3U0 1KA t�M300 t3Mfl 4z CO, :i�lC!li may g0.0 -e0,0 eoA -s0.. SDA X9.0 804) -60.8 80.0 -80.0 GOD $0.0 60.0 •60.0 804 -8DM 3 $$$ 1 Mil m Em [apt 0I 8 m1=1=1= Kili LlNIJ Kin IVNA 10 E 0mmK®® NM M Mil = lam [ 7 NV ®aLaumICm= r7co 12 NMI KMNEKMI0QQKR -80.0 L' m1E®m 000 404 =MU C3+2 12 8 60.0 Lm T'T" ,1E1MIKSKw I mil e P.>: TYPE • 4, 444 . -T go . .60.0 60.0 80.0 40.0 I,0 40.0 80.E -604 60.0 39 1 '? On MaCIS=Mil M31=1(211 E: I0+±1 Cn MRIMmL.Si1L l C,.M1G''�1ul1�I.,, I C8+2 Q)fEO�� 9 III 1113110111:11Q1131n �� EMMA EIBILIIIl7KIIMIIOQW/IOMIQ E� ®UL �WA©� ®NEM ©©MI WI® 12 7 ..:' ;: -. , - 44R' :T, 60.0 40.0 60.0 -004 80.0 -00.0 804 43o4 60.0 -8011 60.0 -goo 800 -000 6011 480 /LAI m_%am_I �ii1m_�__� "E gCilI=I�C m__m '+ C4+1 aim ®_ C8 +2 Pm 10 KM iiim Eni KM _m KS �E1vv0NM 40.0 80.0 40 6041 t0t/v0 -00.0 60.0 80.0 t0 80.0 -0011 �ia7iim 80.0 400 maim E2OKm 804 40.0 5 NB -800 r .. = - 4.0.5. •• 60.0 40 nail Mil EMI C = ®CM Lau mum = 'ate C4+1 IJE1 CCU 0441 I= i':ai '(fir ilcr''faEEII1 IMI 08+2 JANE 16 10 10 10 70 10 10 I0 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 42 P-HOOK 8 8 5 8 8 8 6 6 8 7 7 7 7 7 7 8 8 8 8 0 8 9 9 8 , .4.441 6.61% 60.0 -004 000 404 80,0 40.0 WA 40.0 PANELS OVER 4E" WIDE Kg AVAILABLE OVER 96" HIGH 84 /Ma ElEliM3 ME MS latEl EMI lam m KEN KEN t:,x'>E: -MIN 1:03 EMI 17M wil 1rr1 L.: s to EIS EIS= WAKEN KM ©IE1 -80.0 IMEtial m CM 1113 10 l WHEN KEN iiZIIEN Qsu1KmKaWI KZ C Li Mali. CE33 10 KEN MEI mom riaztu Q Noma 44, 8, 3, 60 ' 40.0 :-- .4, 0 Mani =La] Ca3E3 Q P °'• • KEN 1111151:1 IllUA 9 8 6 8 8 8 7 7 7 7 7 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31J4" ELL 2. WHEN USING THE 2112 SILL, POSITIVE DP tS 48.67 PSF MAX. WHEN USING THE 4" ELL POSTTIVEDP 18 80 UA1AX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.2112'. 3 114' AND 4" SILL 18GH S ARE TEST'Q1 FOR WATER INFILTRATION WHEREAS THE 1 112' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR 18 PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUSING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION 18 NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. 0 e EXAMPLE ON SHEET 10 WILE 2A SILL HT. VS POS. DP 8LL 189E fil =EN HMO LOAD FLUSH -14 Z' RYA L N • 2-1/2" +4517 1:0F _ was -3.11 4-68.9 P.°Yrr t1 -4' +804 FSF ME NOIE91.3 OH HEIGHT STANDARD TRAGAL HEAVY DUTY STILES SEE SHEET 7ORS FOR gO• IN.4)DE & OUTSIDE CORNER DEPICTION DLO WIDTH ■ NOM. PANEL WIDTH - 7' DLO HEIGHT = NOM. PANEL HEIGHT - 8.29" rOH LENGTH OVERHANG I OH LENGTH OH HEIGHT 1 EQUAL TO 1 OR GREATER SEE NOTE 3 211/10007 01122/10, :2=004 Watts meow t . , ly 4004 ■wl is SERIES 770 ALUMINUM SGD - LMI DESIGN PRESSURE AND AIYGNORAL$ • UN-REINFORCED • HEAVY DUTY STILE- HEAW DU7YA8TRl TABLES. H & 6, SHEET 1. a H D& SDJ. (MS) 6V199.0cx. >JAM9 ANCHOR CITY, *P44001cAtiCHORCITY. 04-7118'LA TEDC Ase- G4A - 8118' LANIIM.TEDGIA88 • 08- 7118° LAMNATET0LG.0 - ( 95A- me, LAMINATED tf3.U- (1 STRAIGHTS CCU ASTRAGAL tN.USTE3t PLUS NIERNEOATEANCNOROTY. PER PANE. Anchor Types: (3118'KS.ISOP /3118° H.S.) 1) 1I4 °ELCOLLIRA OIICYTAMON) (1M° eta I SGP11f4' VIA) 2a •114' 3841211✓TE•Pi2. 3/18' MAR/ At. /m8° KS. / sap/am-Rs.) 3) •5118` ULTRA CON /4 °1a /AR1 amp KS. /SOP 13118°KS) 4) 114128TET3. SOWN Is) • SIMAIOTIORAGENOIES 152ON UNIT I IEIG HT- LOAD B4 90 LOW - 2-1/2" T -� , •r N NOM. PANEL V7mlli FRAM SIDE a c1 .e M o U vi - U ' * tV c4 r c1 ' a tV r •^ GLASS T -4, 4A 078A 90.0 -90.0 90.0 -90.0 90.0 80.0 90.0 -90.0 C8+21 10 +. 24 g S }16S ' C8+2' 08 +2 C8+2 - C8 +2 ' 09+2 C8+2' C8+,2' C8+2 •C8 +2 08 +2 0342 AS 10 10 10 10 10 10 10 10 10 10 10 P-H00K 6 6 8 5 5 6 5 5 8 8 6_ 8 GLASS - 4,4q,$,9A 90.0 40.0' 90.0 -90D 000 -90.0 90.0 80.0 _ 30 H&S C8+2 C8 +2 08 +2 ,, 08+2 08+2 C8+2 08+2 C8 +2 C8 +2 08 +2 C8+2 _ 10 C8+2J 10 JAIL 10 10 10 10 10 10 10 10 10 10 : P- HCI31( 8 8 r 8 8. 8 8 8 8 7 T 7 j 7 GLASS TYP - 4, 4A, 0, 6A 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 08+2- 38 fp a NMS 08+2 C8+21 C8+2 08+2 C6+2 08+2 08 +2 C8 +2 08+2 06.2 08+2 JAMB 10 10 10 10 10 10 10 10 10 1 10 10 10 P -H00K, 0 e 7 7 7 7 7 7 8 0 8 8 GLASS TYPE -4, 4A 8, OA 90.0 -90.0 90.0 -90.0 90.0 - 90.0 90.0 -80.0 42 - Ma 08 +2 06 +2 C8+2 C8+2 C6+2A C8 +2 C8 +2 G8t2 A. C8 +2 CB+2 C8+2 10 10 _06+2 10 10 10 10 10 • 104 10 10 10 10 HOO P-HOOK 7 7 7 7 7 8. 8 9 8 9, 9 S - GI, .ASS TYPE -4. A, CriA 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 90.0 08 +z 48 g E d 1185 08 +2' 03+2 C8 +2: 0.8+2 C9+2 08 +2 C8 +2 C6+2 0842 08 +2 C3+2 ,AWE 10 10 10 , 10 10 10 10 10 10 10 10 10 P-HOOK 8 8 8 8 8 8 9 9 9 10 10 10 _ 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4' SILL. 2. WHEN USING THE 21f2" SILL, POSRIVE DP 18 48.87 PSF MAX. AND WITH 11$ 3114° SILL POSITIVE PRESIWRES 13 61.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3.2 lir, 314 SW, AND 4' SILL HEIOHTS ARE TESTED FOR WATER INF0-TRAT1ON WHEREAS THE 1 1f2" DILL IS NOTAND MUST ONLY SE USED WHERE WATER RESISTANCE 18 NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 NAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAIR THIS CONDITION 18 NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6, DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. NO CHANGE 7MRSSUEET PM SWAMI COUltialla PM NAM DADE 0016017118 HEAVY DUTY ASTRA93AL HEAVY DUTY STILES iiNT• 90' OUTSIDE COINER TABLE 3A SILL. HT. VS POS. DP SILL RISE ( +) DESIGN HEM LOAD FLUSH - 1.1f2e MA LOW - 2-1/2" +48.87 PSF ASO.3 -1/4. +60.0123F 11.4' +90:0PSF SEE N:fTES 1 -3 mogoass, FL MIN =mows. FL moo 131-0 WIDTH NOM. PANEL WIDTH - r DLO HEIGHT @ NOM. PANEL REMIT - 826° 90' *ODE CORNER OH HEIGHT OH LENGTH OH Lete7H 014 HEIGHT EQUAL TO 1 DR GREATER SEE NOTE 3 DPANDANCHORAGE SERIES 770ALUMINUM SGD - LM1 rYOBUCT UMW maseg tyloBwie!dm Raft Cao• Am alb 1 __ .1+} t Dos t r artasber sun ono N7S 9 d 23 I°� mono P0777002 �yytiytst+r�. * NO. 557°5 Ce A LYNN NILE* P.E. pz t 96708 J ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1) 1/4° ELCO ULTRACON {FORMERLY TAPCON) 2) 1 /4° ELCO 834 CRETE -FLEX 3) 61/6° ULTRACON 4) 012 STEEL SCREW (G5) 2. •;► LOCATION SP - INO FOR . • - Ill.. ' SPECIFED TABLES 13, SHTS. 7-9: HEAD & SILL............ 8' MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7.9 AT EACH INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 6 FROM CORNER ANCHORS CAN BE INCLUDED). ADDmONAL ANCHORS 24° MAX O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 80' CORNER ON SHT. 11-12. JAMBS & P- HOOKS_. 6' MAX FROM BOTTOM AND 21' MAX O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 74 SEE P-HOOK ANCHOR DETAILS ON SHITS 14-15. FICHORS PER PANEL° ARE a MAX 3.r INTT.00I( fSEE CL DET , SHT.11 r AST l'AGL L OSE AT THE HEAD AND 36J. CENTERLINE 8a MAX BETWEEN CLUSTERS OR THOSE 1— TYP. I BETWEEN A 9 CLUOR STERAND A 11 I FRAME JA1ti P-HOOK 3.5' I EXAMPLE OXX ANCHORAGE PLAN: TYP. C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL 2- TRACK EXAMPLE SHOWN) ANCHORS TOTAL If PANEL, 48" x 86° DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE SEE CLUSTER DETAILS, SHT. 11 3.r TYP. MAX. I. 0 X111 l 3.5" TYP. (7) P-NOOK ANCHORS 1 C4 +2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL, 2 C4 2 C4 2 C4 2 It' MAX SEE NOTE I BELOW 14' ! 1 1 x s i r a 7 ..MAX e —� 3° MAX. ! ! Y SEE TYP. JAMB CLUSTER DETAIL BELLOW '6' MAX = FRAME ANCHORS e ■ p -HOOK ANCHORS e--- -; 3' MAIL 1G" TX.17 x ! x 4 a x ! ., ! $° MAX Y Y x i ! 24° max. O.c. --� r MAX. TYP. 90° CORNER •EXAMPLE OX -90° OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: (4) PANEL, 80" x 96° DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE (10) ANCHORS PER JAMEI (SEE SHEET 13 FOR CLUSTER O.C. SPACING INTERLOCK CENTERLINE WE CLUSTER DETAILS, SHT.11 EXTERIOR SEE CLUSTER DETAILS, SHT. 12 ' MAX NOTE: SEE DETAILS 8 a-r ON SHEET 14 & DETAILS MatA NN ON SHEET 18 FOR P -•TOOK AMD SS IilIl (Ili 3.5° 2.04' TYPICAL JAIE52.11.$1ER FOR MUMS M. N. Q.P.Q& 4.051° MIN. / O.C. SERIES 770 ALUMINUM SQl) - LM1 EXTERIOR elbliDUCT neoppbtal via in Piertith OWIles Cob I1 - Expbstiao Date al 4 r.•� r INT. 8.8 JFi OR r ` INTERLOCK CENTERLINE 1.78 2.040 Ktiwkw. OR -I h-- INTERLOCK CENTERLINE I INT .5 TT,R ITRGAL (X 1 r---INTERLOCK CENTERLINE 1.75 ' MinnNOW 4.051 moNIKIlt 7 2 TRAcKC, ASIRAGALL 1 INTERLOCK INCHORc1USTER -C$ 9.6 �" J L 4.051 2•TRACK. ASTRAGAL 1 INTERLOCK ANCHOR CLUSTER- C4 '7 liVtitArcar --04 3.8 4.0721 6.369 L 3- TRACK, MCFRAGAL I IN ERLOCK ANCHOR CLUSTER -C4 petragArcnr- MITURLOCK CENTERUNE1 1.76 3.8 4- TRAGt. ASTRAGAL INTERLOCK ANCHOR CLUSTER - C4 J.J. 1W/ 1/1 awe 4ye am: Itertaftc !- 4UIRN Dean* oaaSov CHAS 7iR8sWEET 2-TRACK, ASTRAGAL 1 INTERLi ANCHOR CLUSTER - CS C -¢ ^3.6 1: 2.040 4.0172 • I. ii`Ti ANCHOR CLUSTER - C5 tRIOnttitt- INTERLOCK+•! 4- 111Ac(, A$TRAOAL I WRLOCK ANCHOR CLUSTER - C5 PER WAS TAN CIMASSIt8 Oro TGCil4CLLOo1'FRivr NCB R 3Wa P.0. MO NPROAIK F1.34274 ZIAC$atr- INTERLOCK CENTERLINE 3 TRACK. SSTRAGALi INTERLOCK ANCHOR CLUSTER • CS Mme- 1 INTERLOCK CEINITERUNE 44.RACK. 1 IN1�OCK ANCHOR LUSTER -� ANCHORAGE, EXAM LE +CLUSTERS SERIES 770 ALUMINUM SGD - LM1 NOTE: ALL OIMENSiONS SHOWN ARE BASED ON MINIMUM ALLOWEo. ALL DIMENSIONS SHOWN ARE IN INCHES. so pp)1oa Wei 4be tRaebl■ 0a1d1Ei Coda 1 thilifElhab Daft 4a Irseae Sai177D NTSI 11 «23 aseglis PG701702 C P.E. P.ES 55785 r 2.04 3.69 3.5 2-TRACK. 90 -OOLITSIDE amen SHOWN. 2- TRACK. 90• INS®E OORNE,R SIMf.AR (OPpME) A -C4 1-146H1 t S '%-\, , 2.04 �� 3.859 a s ! zT . —s J 3- TRACK or OUTS= CORNER SHOWN. 3-TRA1 90' S4EIDE CORER MOLAR (OPPOS E) C-8 ANCHOR CLUSTERBE3IJIRED AT ALL 3 -TRACK CORNERS r r 3.6 3.889 i EXT. / 2.04 2 -TRAC )( 90' INS�E CSIRNER SHOWN. 2-TRACK 90° OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLLR- CO USED FOR CS AND CO 3.5 -1 err.. 3889 1/ �1 E1 204 ,' 4.1flACIV 90° INSIDE CORNER SHAWN. 44RACK. 90• OUTSIDE CORNER SIMILAR [OPPO$n E} C-8 gggdOR CLUSTER REQUIRED AT ALL 4 -TRACK CRIERS NOTE: ALL [KMENSWNB SHOW ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. avian wipplybe web donwD, TiwitNsa Cuba Artworaszo expirwhe ewe LLI Ord L Iltif C ars !1 eilla Se Paftma A NO CHANCE Me SHEET M ZIADECOXfiegffe PERAWANVAIXOawe9Yr8 faro Toren NOKONS. awn 3414 ANCHORAGE! EXAMPLE BUSTERS SERIES 7TOALUMINUM SGO - LMl r .°r ssario NTS an 12 at 23 1 PGTO O2 111Jt/f. LYNN 1 , Np.58705 am? •' Gam: 1011 AV A. LYNN 611.41 • P JeW3 2x WOOD SUCK TYP., SEE ANCHOR NOTE 3, SHT.1 1° MIN. D. TYP, En. 114" MAX. SHIM SEE CHART, SHT. 1 21118° 0.C. TYP 1° MIN. E.D. TYP. 318" MIN. Ei�T 1 318" MIN. 114° . MAX. SHIM WOOD ANCHOR TYP.. SEE ANCHOR NOTE 2, SHT. 1 DETAIL A, 2 -TRACK FRAME HEAD DETAILB. 3-TRACK FRAME HEAD WOOD INSTALLATION. WOOD INSTALLATION DETAIL C, 2-TACK FRAME WO WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT.1 2x WOOD RUCK TYP., CONCRETE INSTALLATION SEE ANCH.NOTE 3, SHT. 1 EXT. 114° MAX SHIM 6E£ ANCHOR NOTES SMT. 1 (11d° MAX) 1/4° MAX. SHIM NCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 Der*. D. 3 -TRACK FRAME HEAD CONCRETE.INSTALLATIQN X WOOD SLICK TYP., SEE ANCHOR NOTE 3, SNT.1 SEE CHART SHT.1 V MIN O.C., TYP. ED., TYP. DETAIL E. 2-TRACK FRAME SILL WOOD INSTALLATION SEB ANCHOR NOTE 5 SIiT.1 (114" WOO 1318°' 1dIN SEE ANCHOR NOTE 6 SHT. 1 (114° MAX.) 2K WOOD BU K TYP., SE ANCHOR NOTE 3, SHT.1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 pt. (rrl ; i,r ...cam z ` : ! 21/18°., -0--f O.C., TYP. TIP. DETAIL F, 9-TRACK FRAME 911-1. WOOD INSTALLATISN 13/8' MIN. SEE CHART. SHT.1 DETAIL 0.2-TRACK FRAME 8141. CONCRETE INSTALLATION 21/18° O.C., TYP. 1° MIN E.D.. TYP. 1 318" MIN. 21/18° O.C.. TYP. SEE CHART SHi.1 SEE CHART, SHT.1 DETAIL H. 3.TRACCFRAIIS; SILL C ETE !NSTALI.ATION SEE CHART. SHT. 1 WOOD ANCHOR TYP. SEE ANCHOR NOTE 2, SHT.1 DETAIL 4TRAGK FRAME WOOD INSTALLATION 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 1 SEE ANCHOR NOTE 5.3111'.1 (114° MAX) WOOD ANCHOR TYP., SEE ANCHOR NOTE 2. SHT. 1 13/8° MIN. 21118° O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. DETAIL J.4-TRACK FRAME MAD CITE INSTALIATIOK 1° MIN c 21118" O.C., TYP. DETAIL K. 4 -TRACK FRAME SILL TYP. WOOD g4STALLATLON CONCRETE ANCHOR TTP., SEE NOTE 1. SHT.1 21118° O.C„ TYP. SEE ANCHOR NOTES, SHT. 1 (114" .) ONCRETE 114'•MAX. SHIM SEE CHART EXT. SHT.1 2.04° SEE CHART SHT.1 T t SEE CHART, SHT 1 DETAIL L. 4-TRACK FRAME SILL CONCRETE INSTALLATIOI( 21118" O.C., TYP. 2111$° a :r� ' C.C., TYP. 4.031° MIN, O.C. as TYPICAL..__ TINA % ACM.O.P.Q8R DETAIL F'. TRACK FRAME JAMB CONCRETE INSTALLATION CONCRETE ANCHOR 19/9" MIN. ., SEE 114" MAX. SHIM • • 1° MIN. 'f1 ti n161( era• tiAx. s aCT, 1318 °MQV. AoiE CHO R a, sHT.1 WOOD ANCHOR itBfl MIN. TYP.. SEE ANCHOR NOTE a SHT. 1 2X WOOD BLtAc SEE ANCHOR NOTE 3, 3ETM%. N.2TRACK FRAME Alm SHT. 1 WOOD INSTALLATION 114" MAX SHIM CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT.1 21I1O DETAIL O. 4-TRACK .FRAME JAMB O.C. TYP. CONCRETE INSTALLATION 1318'MEAL 114" MAX SHIM 21n8° G.C., TYP. 1° MIN. WOOD ANCHOR TYP., SEE AtIcHOR NOTE 2, SHT.1 DETAn. M. 4 -TRACK FRPA JAMB WOOD FRAMING WOOD INSTALLATION P-HOOK MOUNTING ADAPTOR 1 918' MN. ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS TR0bUCT Amplestatife 1 —Sa I 2X WOOD BUCK SEE ANCHOR 2111e° NOTE 3. SHT.1 O.C., TYP. DETAIL R. 3 -TRACK FRAMEJAMB CONCRETE INSTALLATION SEE CHART, SHT. 1 P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P HOOK INSTALLATION ANCHORS ONCRETE 1 MASONRY (GROUTED BLOCK ONLY) DETAIL CI, 3 -TRACK FRAME JAMB WOOD JNSTALL A11ON_ 1" MIN. 1 3W MPIL 1114' ED A.'. SEE CHART, ".'S SST. 1 2693 MIN. EXT. =MALI PHOOK WOOD 11ST'ALLA11OI( WOOD ANCHOR SEE ANCHOR NOTE 3.51.1. ANCHOR OTT. FROM TABLES 1-3. SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, EXT. SEE ANCHOR NOTE 2, BHT. 1. ANCHOR QTY. FROM TABLES 1.3, SLITS. 74 PERTASN TO THIS ANCHOR LOCATION, 2033" MIN. DETAIL T. P-HOOK CONCRETE INSTALLATION Fri • I A._•"*- ..,..1 r II 1 PANEL = PANEL 111 111 !' TYPE ' TYPE iii i na no 11 lie 1 RH ■NOW!. PALL VVIDTfI - T A-DETAIL '(J' BHT. 18, 3HT =NOM PANS. HEIGHT_ e� ANCHORAGE DETAILS 'E 8'G', SHT. 13 XX-9011 CORNER-XX (2 TRACK INSIDE 90° CORNER Imo. 'SEE APPLICABLE ASTIiAGM- & INTERLOCK PER DP TABLES ANCHORAGE DETAILS! EXAMPLE ELEVATION SER ,D-7 IES 770ALUMINUM SGD - LMI l r�o NTS 16 • •23 PG70002 c DETAIL' CC. SHT. 19 - f- DETAIL 138', SHT. 19 '[DETAIL 'FF'. SW. 19. NOTES: ! 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS.18.201=OR BECTON DETAILS AND $HTB. 7 -18 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - 7e DLO HEIGHT = NOM, PANEL HEIGHT - 8.25' 3. (1) LOCK (ITEMS 70 & 107.110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. DETAIL 'EE', SHT.19, JDETAIL V', SHT. 18, 'ANCHORAGE DETAN.'dtP 8 ANCHORAGE DETAILS Td' ANCHORAGE & P", SHT.14 DETAILS A &'G', e1. 13� (i DETAIL 9P, SHT. 18, �+ ANCHORAGE DETAILS El O)OO( (2 TRACK1 a'0'. SHT. 13 EXAMPLE a s— +aa - -�� r- _._..__ _.. PANEL TYPE i DS' i 9 �IL � " MA H1 SE DI TASL 1 1 1 PANEL 1:I TYPE iii 1A, 111 111 �y 11 A II1 S 1 .1 1 1 e I ii= 110 1r 1 I - .4 id•dcnwsmnflni.eistrIDa>,�tl — 11 PANEL P TYPE t r 'CS' i 1 A A r ® if t eII 1 BA 0 i 11 91 a J ` PANEL TYPE 1C / SEE NOTE 3 NAIL V. SW. 18, ANCHORAGE DETAILS 'A' &'C', SW. 13 "),..-DETAIL EV, SW. 19, ANCHORAGE DETAILS 1V' &'F*, SHT. 14 XX 90° CORNER XX (2 TRACK DETAIL DP, SHT. LS'9' 90 °OUTSIDE CORNER) - EXAMPLE � � & 3 � 3 ETAIL'BB', SW. 19 DETAIL Lo, SHT. 20 /INT. HORIZONTAI. SECTION A A DETAIL 'CC', SHT. 19 DETAL SHT. 19 /DETAIL DD'. SHT.18, DETAIL 'AA', SHT. 19, ANCHORAGE omits v. ANCHORAGE DETALS'S' &"T, & R', SW. 14 SHT. 14,14IIN' & 94N', MT. 15 DETAIL 7C, SHT. 18, ANCHORAGE DETAILS TT &9Y,SW. 13 OXXXp (3 TRACK RIGHT POCKET) DETAIL W, SHT. 18, EXAMPLE ANCHORAGE DETAILS 'P & SHT, 13 Al MINI o ,g: cuvr 010 016810 1.*".11s • Raw Me WNW Os4108! 0041 8MC, OWOS1O troklaw 8 A IVA NO CHANGE MAMMY IMOCCONSINNO PIER 11 468111 81 0 1S =meow arm >Kc tt seam NO SOX= paaraunt FL afvl DETAIL 'BIT, SHT. 19 - DETAIL 111', SHT. 19, ANCHORAGE DETAILS ¶.' &'Q'. SHT. 14 1 DETAIL 2', SHT.18, ANCHORAGE DETAILS 'I' & SHT. 13 MAX HT, SEE DP TABLES DETAIL'r, sw. 18, )OOCX (4 TRACK BY -PASS ANCHORAGE DETAILs 1c EXAMPLE SHT. 13 & 1.', Siff. 14 EXAMPLE ELEVATIONS SERIES 770 ALUMINUM SGO - LMI e tl,e .90 is am. tRealo�a swam I N7S l ,e ° 23 1 PGT�' eataptfirs loft 16.P Apaysasto l '4011 Itimindse lamas ,,t111 11111, PAIL. LETTER SINGLE INTERLOCK MED nascreseirr tocxs,a PANEL LETTER LOC ICSTILE isavoun T 0orio maccun AMUS s L FIXED SAVGIE LOGXSTTPX IN OCK FIXED ASTRAGAL LOCKSTILE Ammon IV M CS LOCKSTILE clo SINGLE INT 0470 SINGLE INTERLOCK MED fCC LOCKST:LE RXED LCU7a77LE 035. OUT wonna. FIXED L7 AS7Th G4L IN SINGLE ,- ArrEALoac SC QS SQ CORNEA LOCKSTILE SINGLE Irra�l.�c Oter r RECEIVER SINGLE tzja INTERLOCK LR OSTRA 8 F F K MUNCIVII A D Mast Cale J.L I017f,T1 tax Op ZVI& VIFOCIOD ASTRAGAL INTMOCK • SINGLE CMC ANa!ssnt e >NtiOCK SINGLE IYTERLOCIC SINGLE INTERLOCK SIB SITERLOCK ASTRAGAL OUT SINGLE INTERLOCK LOC KSTILE ,64901e lantemut C SINGLE INTERLOCK IC CF FC SMILE INTERLOCK r CORNER LOCKSTILE a� RE 4 LOCKSTILE MELT LOCKSITLE CORNER ec tiLb SINGLE INTERLOCK PP SINGLE r -Tic" FLICEO iNgM 1. SEE DP TABLES FOR PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. 4 INTERIOR (ALL PANEL TYPES) EXTERIOR NOWT ESVNED -46:1,41b eat Inseft. Cala Ariztram P.M!) , •14- dam. a iiy 14 LOCKSTILE RR SINGLE LOOKSTILE WE LOCKSTILE SYMDLE IVTERLcc NO MANOe TNlSSNEET 8MC 06109 a iibt FERLEAserawEanewsws aefir teasTralKOWENGRIve R.641275 AS 1329 PANEL TYPES SERIES 7TOALUMINUM SGD - LMI irNTS I°7 e 23 I�° PGTIU002 SILL RISERS OPTIONS FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER DETAIL Ili SCREEN AT HEAD FLUSH FLAT SLL RISER 4A65 LOW FIAT SILL RISER MEDIUM FLAT SILL RISER •IIGH FLAT SILL RISER DETAIL MT SCREEN AT SILL FIXED PANEL SHOWN DETAIL W DETAIL 'JJ' DETAIL 'KK' (90° OUTSIDE CORNER, 2 -TRACK SHOWN) (90° INSIDE CORNER, 2 TRACK SHOWN) lher l0/l1/11 rasodymi G Mom= savvste �a,, PAMPISNER 1511.7 e5404 V L_ NO CHANGE THIS SHEET Oste twir f VMS Iftilast A comer. R34 PM 04/N15 O'ME 023005513 VOW I 757512/370 NO03431 Pt 3W$ AA eox NW NOXOTAIS, FL sax HORIZONTAL SECTION DETAILS, CORNERS Tr 3ER/ES 770 ALUMINUM SOD - LM( s ate. � ec u 77 1VT$1 20 d 23 aroma. 2 re P21312705 ITEM [POT Dag Al POT 11-1 1 1730 c eT7 �aac KEao ?MUCK HEAD M R1 SCREEN RAd 9.172MK HEAD 4•1RACE 'PRAMS SCREW COVER FRAME HEAD/JAMS ADD-ON 2•TRAC E N.I. Y•TRADIC S$d. WITH a tEEN RAIL *TRAGIC SMLL 2 -1RACK JAMS Willi SCREEN RAIL SILL RISER -0 Su. RJR -0 HOLLAUV TDP 8 BOTIpU'ML WEATHERSTRIP EXTENSION MOLDED) 1 1PP X?XW V' FISH FIN SEAL DUST PLUGS TANDEM ST. Wk. MUERASSY. TANS NYLON ROLLER ASSY. DOVY890OR 093 MEM MORTICE $PLY sum. LOCK IN/LONG TRIM PLATE 11032 X FL 8S SCOW WIT(PE 1032 STEEL 2TNCU Farr 3,78 6114 DOE. BEAD HDRIZONIAL 1" IG READ NONMETAL 7110 BEAD NONMETAL 0118 SEADNOREMETAL VANYL 813 WEATF87t&1Pp 2� 7oro 1 20 1 17348 L PARTS SILRISER: HOLLOW WrX stip SIWSl.E SIDE ADHESIVE. TAPE FOR 23 REAR 617349 -PD T DOUR P-HOOK 07870 R_ _ - -- -J SLED WSTP FOR MOON 017334 FOO==T DOOR P- HOOK 6101.M. 017933 P.46tCE COVER 017940 POCKETDOOR P•HOOK FOR BOX RISER 'SHOWN AIDRASE '49 I--- -61220 'SCREENe RAIL.LOCK814E 7LOC orx [Soma LOCKSET IRM O LEER PSe3DPAP88.CUP -WLONG STAN ROLLER 'Wen SC SSAIR aASaCREEN ASTRAGAL ADAPTER 6CPEN SPL843 -.708 SCREEN SPLNE -.160 FtGREEN (1=1 04.483 I /413 N1V 1ED PSI 0LA 333 II MANNA H1'4ITPVB &A.S•S IT/ 131AM81A=HT4 TSOP GLASS �77Ill LAN6NA18DHT -ITSGP ALUMINUM = 6063 -T6 1W Mai (I 1Y7 71 40 'TT`*; T -. r; " E3 ERIDR ,.. 77;k7:: • i - ..,- WITH .i: 1UFEN �C�� ii.yrr• I I 7 1 ' 7 . - , X . % . PN, TEK . T:. giai 1238 Lia 1712 ®� 17388 IIIMAAI 12D �IL HANDLE RECESSr WSW, .770X.17) -FIN SEAL 0u78� CORNER ASTRAGAL INSIDE CO ASTRAGAL 210 C;lABB IAEmN0.7fFD Ki 91107.7IF6 LAMINATED HT.iirPVB 211 GLASS LAMITNA78D101141.7I10L 9�ATEDMT -1 TPVB 21 GLASS UNMATED 10 EAST-MS LAMINATED HT-HT NIP _ 213 GLASS LAMINATED 101141.718 L *W.IATTP FIT -HTSGP 1 1o'C)G7I1",•4 7Fffi981it r F�� nalMOTIORNTS arT R iP tvelf1 PARTS UST 1.90.9" 0.062' 0.325" 1 OCK SCREW COVER FRAME SCREW COVER ( ) MAIL: 8083 -T8 (5) MAIL: 6063 -T6 029? 0.08? P• 400K SCREW COVER (29) MATL:6083.711 0.574' 0.062' 3.802' 0.075' 0,782' 0.83° 0.050' 0.779° 0.752' GLAZING BEAD (SINGLE) (78) MATE 806348 P (28) MAT'!: 603-78 P- HOCK FOR BOX Rat, (30) MAIL• 608348 0.080' SILL TRACK GLAZ8 4G BEAD (LOA F» PANIEL CUP (11) N AT'L• 8061 48 (78) MAT'L: 8063 -78 (108)Mat: 608379 3.979° j0r J • 0.126° -►� STANDARDASTRAOAL (67) MAIL' 6083-T8 4 1.8' TOP/BOTTOM BOTTOM RPJL (69) MAIL: 6063 -T8 1.872' 0.082' 3.128' STANDARD STILE (80) TL: 8083 -T6 u 1.019' SCREEN ST8"E,i (40) MATT: 6083 -T8 0.061 -04 he- 0.750" In) $ LL RIS8 MAIL• 6063.76 0.232" 4.487' 1 0.808' HIGH BOX BILL RISER (24) MAIL' 8083 -T6 wm Mee '"tarr7rt nom from 06528158 1.645" 0.080° O. 1.182' 0082' 1.888' 0.680' 1.739° FIXED PANEL RETAINER INTERLOCK (108) Wm: 8083 -18 (624MATL' 6053-18 �---�- -- 3.979' -�-- -; t Jo.07r -I f 1.848" 0.281' HEAVY DUTY ASTRAGAL (88) NKTL: 8083.18 1.8° 3.125' )4EAVY DUTY 9T1LE (61) MAIL• 8083-TO 0.232° u mow -- •►ti+'- 0.082" _ .- 0.082" --1.1 MEDIUM BOX SIU, RISER LOW BOX SILL RISER FLUSH BOX 90.1. Met FLAT SOU. RISER MED. FLAT SILL RISER H5311 FLAT SLL RISER (23) MAIL: 6083 -TB (21) MATT. 8063•7s (19) MAIL• 891.78 MATL:6093 -10 (22) MATL: 6063 -16 i `+) MATL• 606310 2.304° 0. 0.062' P.HOQI( MOUNTING ADAPTOR (28) MATL• 6063 -18 0232" 3.956' leafhtort 0 Anidear Podshne A arewalx RaT+I NO CKANGE MO SHEET PER 00AAIE7178 GMe 1070 TICHN LINT WM =CAM Ft MO SWUM Ate, awn EXTRUSIONS SERIES 770 ALUMINUM S3D - LMI BOOM I N731 a 23 j PG701G02 rW IOUCT UMW swifts. vie dmMla Itshilis Cote Assoptimes Ohs o 1q. P.11.0 53708 8.088 0.081' -I 2- (1) MATt. 093•T6 6.198' --- 1.21? 1,1-1) 0.081° — 2 -TRACK HEAD W1 SCREEN TRACK (2) MATT,: 8083 •T8 7.106' 0.8.81° 541• Ammo - J. 1.211' 9.142° -- --, (4)MArL: 5.821' uo 1.8' 74.0� F 4° INSIDE CQRNE i itSTRAGAL (120) MAT'L: 8083 -T8 wpm, Dale ex alit SW tuaeaer &nes& pow SNC Ald4(ID8 a 1.21r 8.8er 1.505'° 1.063" SCREEN TOP RAIL (48) MATL: 808348 0.080' dC SILL (10)6, 1TL: 8063 48 8.628' 11] 111-26°96 0.080° M T I {O) 8221' 1.805' 1.045' 0.082° 1.993" 0.873' 8.082' t8CREEN,_,RAIL Z TRACK .IAMB (14) MA'I'L: 6083 -T6 0.090'kTRACK SILL W/ Set TRACK (8) MAT'L 6083 - rye Qtf)SIDE COMER AS7Rq (119) MArL:8083 -t6 (11 :1 ?►' '•:u ":k NO MANSE E T7119 SKEET A Abe mavanuinwEcommertra J TMONCLOGY ARM NQtf7O, FL WM P.8. agf IMP N . FL $CT4 EXTRUSIONS lest SERIES 770 ALUMINUM SGD - LAN 690770 lm M a29 23 ( °"161"P +7T002 iee I C ---j 1.38" 0.081' 7 8.199' 2-TRACK J W/ SCREEN TRACK (18) MA±'L• 8083-TO ntamUCr es app1JIK ad* es Slew lidetkie Comb Aatopsosor irmermodes eft Rile I •IL .ltttinitr,, `,No l y LYNN ( /. /, lG2NSF.'• 1'': ' No.88705 ' '.. y•i A. iv It t1 ! L+ C7 ' 9TATEOF Ztt� '',SS /ONAL `E A. Virg p1 P.@. MI MB