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WS-15-2273 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-247594 PermitNumber: WS-9-15-2273 Scheduled Inspection Date: November 13,2015 Permit Type:Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner. WALSH, PETER&FRANCES Work Classification: Door Replacement Job Address:504 NE 101 Street Miami Shores,FL 33138- Phone Number Parcel Number 1132060171190 Project: <NONE> Contractor: ALPHA WINDOWS S DOORS Phone: (954)781-5180 Building Department Comments REPLACING IMPACT SLIDING GLASS DOORS Inflac o Passed Comments INSPECTOR COMMENTS False AS PER INSPECTOR JORGE SOME WINDOWS WERE REPLACED.A REVISION IS REQUIRED NO FINAL INSPECTION UNITL APPROVED. JF 10/16/15 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-242965. 91-13st� Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid November 12,2015 For Inspections please call: (305)7624949 Page 28 of 44 )�ermMth. WS, X2273 Miami Shores Village M Pea7i7if 7yape (nt17+ W& 1terS 10050 N.E.2nd Avenue NE , ' � Werk d4� ni"Doar,Replacement Miami Shores,FL 33138-0000 h � Permit status:APPROVED tN Phone: (305)795-2204 on Issue€gate.9129/2015 Expiration: 04/19/2016 Project Address Parcel Number Applicant 504 NE 101 Street 1132060171190 Miami Shores, FL 33138- Block: Lot: PETER&FRANCES WALSH Owner Information Address Phone Cell PETER&FRANCES WALSH 504 NE 101 Street MIAMI SHORES FL 33138-2451 Contractor(s) Phone Cell Phone Valuation: $ 7,040.00 ALPHA WINDOWS&DOORS (954)781-5180 1 - _ Total Sq Feet: 0 Type of Work:REPLACING 2 IMPACT SLIDING GLASS DO Available Inspections: No of Openings:2 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Window Door Attachment Scanning:3 Final Review Building Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.80 Invoice# WS-10-15-57551 CCF $4.20 DBPR Fee $2.70 10/29/2015 Check#:3444 $205.60 $0.00 DBPR Fee $2.00 DCA Fee $2.00 Invoice# WS-9-15-57000 DCA Fee $2.70 09/08/2015 Check#:3366 $50.00 $95.80 Education Surcharge $1.60 09/29/2015 Check#:3404 $95.80 $0.00 Education Surcharge $1.40 Permit rA $180.00 Permit fep $120.00 ScannirSg:fee $9.00 Scanning Fee $9.00 Technolog'y Fee $5.60 Technology Fee $6.40 Total-, $351.40 In considertion 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`ks permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required fo% LECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS VIT: I certify that all f egoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru 'dn'and zorn gt�E. F ermor , th iz the above-named contractor to do the work stated. October 29,2015 Au ed ignature: ner / A plicant / Contractor / Agent Date Buildg De ment Copy October'2g,2015 1 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795.2204 Fax: (305)756-8972 Inspection Number: INSP-247595 Permit Number: WS-9-15-2273 Scheduled Inspection Date: November 13,2015 Permit Type: Windows/Shutters Inspector. Rodriguez,Jorge Inspection Type: Window Door Attachment Owner. WALSH,PETER&FRANCES Work Classification: Door Replacement Job Address:504 NE 101 Street Miami Shores,FL 33138- Phone Number Parcel Number 1132060171190 Project: <NONE> Contractor: ALPHA WINDOWS&DOORS Phone:(954)7815180 Building Department Comments Infractio Passed Comments REPLACING 2 IMPACT SLIDING GLASS DOORS INSPECTOR COMMENTS False AS PER INSPECTOR JORGE SOME WINDOWS WERE REPLACED.A REVISION IS REQUIRED NO FINAL INSPECTION UNITL APPROVED. JF 10/16fl5 Inspector Comments Passed f;7-1 CREATED AS REINSPECTION FOR INSP-245741 CREATED AS REINSPECTION FOR INSP 245642 2 Rear SLD Permit only for doors Letter does not mention 2 X Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid November 12,2015 For Inspections please call: (305)762-4949 Page 29 of 44 - SPECIALTY ENGINEERING CONSULTANTS,Inc. DADE - BROWARD - PALM BEACH November 11,2015 ''-11 Danny Hazout \� 1�'S I� 3 Alpha Impact Windows, Inc. 590 SW 9th Terrace, Suite#1 Pompano Beach,FL 33069 Re: WALSH RESIDENCE,504 NE 101sT STREET,MIAMI SHORES,FL PRECAST BUCK MODIFICATION. Dear Mr.Hazout: Pursuant to your request we have analyzed the installation of the new windows into the existing precast concrete window openings. The existing pre cast openings have a concrete "buck" or lip where the original window flanges were installed. Due to the fact that the new impact windows have a larger flange width than the original windows, there exists a gap of up to 1" between the edge of the concrete buck and the edge of the window flange. We recommend installing a strip of 2x pressure treated wood with a minimum width of 3/4" along the full length of the flanges to provide solid substrate under all the new window flanges. Fasten the strip with I/4"e X 2- 3I4" long at 8" on center (Figure 1). Window anchors must be fastened to the existing concrete buck and meet all the approved NOA requirements including fastener size, edge distance,and embedment. We find that these connections are capable of supporting the design loads and are in accordance with the 2014 Florida Building Code. We hope that you find this information helpful and should you have any questions please feel free to call on us. Respectfully submitted , Specialty E ineert onsultants, Inc. Gary McDougl&,PE Spencer Ledgard,EI Vice President of Engineering Project Engineer State of Florida: Registered Professional Engineer: #0056214 Certificate of Authorization: #009217 Page 1 of 2 WALSH RESIDENCE,504 NE 101ST STREET,MUM SHORES,FL �— NEW IMPACT WINDOW i i / --- EXISTING PRECAST CONCRETE --� � �' 2X P.T. FILLER STRIP �„ BUCK FASTEN W/ a0 x Z-3/4 Z TAPCONS @ 8" 0.C. � � 3 (4" MINIMUM WIDTH) ' i 4 0V c I d EXISTING 8" MASONRY - Slll FIGURE 1. Page 2 of 2 Miami Shores Village Building Department C�2VED 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 OCT 2 2�9� Tel:(305)795-2204 Fax:(305)756-8972 E PHONE NUMBER:(305)762-4949 BY� FB 20/�/ BUILDING :Iub er Permit No. U15 -Z C--- 22--7-3 PERMIT APPLICATION Permit No. �UILDING r-1ELECTRIC ❑ ROOFING EVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Yl L C�I L J L City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: l I-,(o b 17'I 1 Qt:) Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 1 Phone#: Addre(��ss1l:E�'o i o i . City: 91 0AAA) <j2,WQfD State Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: LI Phone#:— v jprcl n Address C't Y City. tate: Zip: Qualifier Name: Phone#: State Certification or Registration#�Gl 1 t FZc)CI—Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: � City: State: Zip: Value of Work for this Permit:$�(�1 G Square/Linear Footage of Work: Type of Work: ❑ dition El Alteration N ew �epair/Replace [:1 Demolition Description of Wor : t lYl `� ad-8xy-o( r Y Specify color of color thru tile: Submittal Fee$ Permit Fee$ Q o CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (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 ?A Signature A / OWNER or AGENT CONTRACTOR The foregoing instrumen was acknowledged bef1or� a this The f egoing instr ment as acknowledged beforgme this day of ,20 `6 ,by day o 20 - ,by w I b who is personally known to HMIA G w is pero�na11known to me or who has produced ®. . G� as me r who has produced as identification and who dld,t�ye an oatht identification and who did take an oath. o 4i NICOLE OBERRENDER °tPev a�e� wicni E OBERRENQER ' c MY COMMI I FF 112175 NOTARY PUBLIC: NOTARY PUBLIC: � '...a' c � ES:Ap 113,2018 ,� � MY COM ISSION d FF 112175 7flB'umge otaryservices EXPI S:April13,201P N TFOF e Bonde ru Budget Notary Sc Sign: Sign: Print: Print: Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Will .Ctt'iC dr,E.J OCT 12 2015 IT Admik BY: MOM RESIDENCE 504 NE 101 STREET cupy R hv I S i (Acm)' N= 7L7 REVISION 6. Horizontal Roller Window 37"x 38" 751-75 NOA 15.0519.09 2.Sliding Glass Door 72"x 79" 46.67/-60 KITCHEN NOA 14-0128.11 REVISION S. BATHROOM Horizontal Rolle Window 1.Sliding Glass Door 37"x 60114" 761-76 46.67 6.6 x 60 NOA 15.0519.09 BEDROOM NOA 1 0 NOA 14-0128.11 REVISION 4. Horizontal Roller Window 37"x 50114" DINING ROOM 75/-76 NOA15-0519.09 PER 17 Miami ShGres Villa e REVISION 3, r� Horizontal Roller Window x3 BATHROOM APPROVED BY DATE 761-75 NOA 16.0519.09 ZONING DEPT REVISION BLDG DEPT N 2 ' Horizontal Rolle r Window 53"x 63" SUBJECT 10 CICNIP11ONCE MrH ALL FEDERAL 75/-76 NOAI"519.09 STATE AN,)CGUN 1 f r1LLLS AND REGULATIONS BEDROOM LIVING ROOM x REVISION 7. Horizontal Roller Window 37"x63" 761-75 NOA 16.0519.09 REVISION 1. Horizontal Roller Window REVISION 8 and 9. Sr x 63" (2)Horizontal Roller Windows 751-75 74"x 63" NOA 15-0519.09 63.81-63.8 NOA 15-0519.09 MIAMI•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)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eovleconomy PGT Industries 1070 Technology Drive North'Venice,FL 34275 j 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"HR-710"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets I through 1 I of 11,dated 02128106, with revision F dated 05114115,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and. followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOAH 11-1114.04 and consists of this page 1 and 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.15-0519.09 IAMMADE COUNTY Expiration Date: December 21,2021 7/o/15 Approval Date: July 09 2015 Page 1 t' PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No.4127-10,titled"Alum. Horizontal Roller Window,Impact",sheets 1 through 11 of 11, dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5330,dated 07/18/07,signed and sealed by Carlos S. Rionda,P.E. (Submitted under NDA No. 07-0815.09) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4858,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-040506) 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,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4859,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) Manuel P re ,P.E. Product Control Earniner NOA No. 15-0519.09 Expiration Date: December 21,2021 Approval Date: July 09 2055 E-i I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony 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. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06119/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butaciteg PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No..PTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Sliding Window- L.M.I., approved on 02/16/12 and expiring on 12/21/16. Man el P941+,P.E. Product Control Wminer NOA No. 15-0519.09 Expiration Date: December 21,2021 Approval Date: July 09 2015 E-2 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW „PVS— 1,GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. KURARAY BUTACITE PVBINTERLAYER A.6116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A,090""PVB"INTERLAYER. or SAFLEX PVB INTERLAYER BY B.6118"LAMI CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS AND(1)LITE OF 1/8'HEAT STRENGTHENED GLASS WITH A.D90""PVB"INTERLAYER. EASTMAN CHEMICAL COMPANY C.5M6"LAMI CONSISTING OF(2)LITES OF 118'HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER. D.7M8"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090."PVB"INTERLAYER. E.7118"LAM[CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.09W"PVB'INTERLAYER. NOA DRAWING MAP F.7116"LAAM CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. SHEET G.13116'LAMI IG:(1)LITE OF 118"OR 3116"ANNEALED(MIN.)GLASS,5116"OR 318"AIR SPACE AND 5118"LAMI GENERAL NOTES.............1 CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090""PVB°INTERLAYER. GLAZING DETAILS............2 DESIGN PRESSURES.......3 H.13/16"LAMI IG:(1)LITE OF 1/8'OR 3/16"ANNEALED(MIN.)GLASS,6118'OR 318"AIR SPACE AND 6/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS..._................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVB"INTERLAYER. VERT.SECTIONS.............5 HORIZ.SECTION............5 I.13116"LAMI IG:(1)LITE OF 118'OR 3116'ANNEALED(MIN.)GLASS,6116"OR 318"AIR SPACE AND 5118"LAMI PARTS LIST......................6 CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A.090"'PVB"INTERLAYER. EXTRUSIONS....................7 CORNER DETAIL..............5 J.13116"LAMI IG:(1)LITE OF 1/8"OR 3/18"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7116"LAMI ANCHORAGE....................8-11 CONSISTING OF(2)LITES OF 3116'ANNEALED GLASS WITH A.090""PVB"INTERLAYER. K.13116'LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/18"OR 1/4"AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3118"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. L.13116"LAMI IG:(1)LITE OF 118"OR 3116"ANNEALED(MIN.)GLASS,3/16'OR 1/4"AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. 2.CONFIGURATIONS:OX,XO,XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13D0. QF B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED, PRODUCTRRVLSED m�vmplpinS with the Florida RmirfirtS.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Amptg e N I 'C Oq AceepmnCodo Px itadon D4to 7.REFERENCES:TEST REPORTS FTL-4858,FTLA869 AND FTL-5330. ELCO TEXTRON NOAS nr Mia. romlelCon Q ANSVAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY n HURRICANE ZONE(HVHZ). UD `\C��LYNN li1/((1j''ii 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. ��.•'��eNs�''•�P ?t. No,68705 i�r I-M. 6H4MS F 6THED/T10N 4 FBC UPDATE — ATE aI, m7ortcnNao�roarve GENERAL NOTES -Qc''•..fitoato?''.�C�`: JJ.www9' 10/17/1f E FHC201DC.ODECHAAKdE N.vENICE,FL34276 ALJonUM.HORIZONTAL ROLLER INDOW,IMPACT OWE P,0. X,518 J.R. awl D ADDEO Kd CAP TO BETEA�ERED +31lFTNOTE. B4 ara Lllt�I MBLLEA,�.E. Or.m�tt� tt-i NOKOMIS,FL 34274 144,1bly Batter HR710 NTS 1 a 11 4127-10 F PEPSM Fx. ?J28roB J.J. 3I2m PVD' KURARAY BUTACITE PVBINTERLAYER or SAFLEX PVB INTERLAYER BY 21 50 21 50 EASTMAN CHEMICAL COMPANY aEXTERIOR INTERIOR 63 1/2"NOM. 55 GLA33 BITE (ALL SECTIONS) GLASS BITE 51 1 AgED 51 VW ANNEALED OR HEAT STRENGTHENED GLASS ED OR HEAT STRENGTHENED GLASS .09D PVB INTERLAYER lt3r/16'ANNEALED RLAYER 118°ANNEALED OR HEAT STRENGTHENED GLASS OR HEAT STRENGTHENED GLASS 5116"NOM. 7/16LAMINATED 5118"LAMINATED GLASS 7116"LAMINATED GLASS 50 D- 21 50 21 1IT NOM. 1/2"NOM. 59 GLASS BITE 59 GLASS BITE 52 52 PRODUCT'REVISED 66,67,68,69,74,71 with the FkWda 72,73,74,75,76,77 Build%Code Aeceptm c N.15-05 KlN 1/6"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS Er*imll'41 090 PVB INTERLAYER .090 PVS INTERLAYER E1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16°ANNEALED OR HEAT STRENGTHENED GLASS Ma c 6/16°LAMINATED 7116'LAMINATED 5116"OR 318"AIR SPACE 3/16"OR 1/4"AIR SPACE 116"OR 3/18"ANNEALED OR TEMPERED GLASS Qp 1/8"or 3116"ANNEALED OR TEMPERED GLASS ap 13!18°NOM. 13116'NOM. 13116"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI \� ��t LYNN �..•orl Q� '•.icy: �c� hlo.5k1705 .• QD FOR INSTALLATION IN THE HVH2 ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP,BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. cwab�r )� STATF srJ: 1� W4115 F REVISEDINTERLAYER MANUFAcnMER 107D TECHNOLOGY ORWE GLAZING DETAILS ;��,'•.FL ORIPP.•`(� J.✓. 1QH7H1 E NOCHMGETHIS SfffE7 N.VENICE,FLU276 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �tQn1A�- JA 820/11 0 ADDED l0 CAP TO BETSMPERED +80FT NOTE. P 0.eOx 9RB 9r bta9t ek 3� ussasb ,� NOKOMIS.FL 34274 yi lyly g�� 0.LYISN bhp P.E FX. �T/1 W �J. 31 HR710 Full 2 11 4127-fo F P.E,eEe7us TABLE 1. XOX(114,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 36" 38318- 48" 50 B/8" 64" BO" 83" Be A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 •60.0 +60.0 •60.0 +60.0 -60E+60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Q 88" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80 •60.0 +58.8 -68.8 +56.2 -66.2 D FOR INSTALLATION IN 108 3/8" A,B,G,H +80.0 $0.0 +60.0 60.0 +�.0 $0.0 +60.0 80.0 +80.0 X0 50.0 +65.2 -b5.2 +52.3 52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 •60.0 +60.0 -60 -60.0 +54.6 -54.6 +51.7 -51.7 FT GLASS TYPES G- L SHALL HAVE A 111' A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 .60.0 +60.0 -60 -59.6 +53.6 -53.6 +60.9 -50.9 TEMPERED I.G.GLASS CAP.BOTH E DP UP TO 111" C,1 +60.0 -60.0 AND ANCHOR UPT0111. D'E'F' QUANTITY REMAIN J,K L 1 +76.0 1 -75.0 UNCHANGED. TABLE 2. XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 83" TO 7118" A'B'C' G,H,I TO 88 7118° � '�' ,K TABLE 3, OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 38" 38 318" 46" 60 6/8" 64" 80" 83" 80" A,B,G,H +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 Be" A,B,G,H +75.0 -75.0 +76.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 75.0 +76.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 76.0 +68.6 68.6 +65.2 65.2 0R ply r�th ftFIVIde 74" A,B,G,H +75.0 -75.0 +76.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +68.1 68.1 +63.8 -63.8 n nP��ro"��4,155 ppttj� UP T074" C,D,E,F, +75.0 -76.0 n imtinnDa I,J,K,L Mlam GLASS TYPES:TEST REPORT FTI-41IN(XOX),FTI--0859(OX 11.XO)AND FTL5330 A.5/16"LAMI-(1/8"A,.090,1/8"A) G.13/16"LAMI IG-1/8"OR 3116"A(MIN.),6/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A, .090,1/8"A) B.5/16"LAMI-(1/8"A,.090,118"HS) H.13116"LAMI I0-118"OR 3/18"A(MIN.),5116"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) tt Irl C.5/16"LAMI-(1/8"HS,.090,1!8"HS) I. 13118"LAMI*-1/8"OR 3116"A(MIN.),5/16"OR 318"AIR SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) �� NV kYNN qp�/e D.7/16"LAMI-(3116"A,.090,3/18"A) J.13116"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(311 WA,.090,3/16"A) a:• �� E.7/16"LAMI-(3116"A,.090,3116"HS) K.13/18"LAMI IG-1/8"OR 3118"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3116"A,.090,3/16"HS) = 'r; No.50705 F.7/16"LAMI- 3/16"HS,.090,3(16"HS) L.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7116"LAMI-(3/16"HS,_090,3116-HS) �^ L.M. 114118 F NO CHANGETH188HEET m-da�s STA C 1070 TECHNOLOOY DRNE DESIGN PRESSURES =�� ••. fit olrtoP••'' F . fo117111 E NOCH4WETHISSPIEET N.vEMCE.FL34Y75 /� 1 `ALUM.HORIZONTAL ROLLER WINDOW,IMPACT %�sS ,. awls D ADDED/OCAPTOBE7EMPERED +3DFTNOTE P.O.BQXt820 e" a ,q, ,oroe 3az7a Visibly&Her LYNn �fih E.K. ?/L8/08 J.J. 312m HR710 NTS 3 19 4927-10 F P.E. 705 273 27 3/e" 27 3/8" MAX.DLO 54 5116"MAX.DLO FIXED MAX.DLO MAX DLO VENT VENT FIXED D D B B B B X O X X _ — �.. 85 7/16"MAX.WIDTH I.F.FRAME—� p.— 110"MAX.WIDTH I.F.FRAME �+---111°MAX.WIDTH FLANGE FRAME 7/16"MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(113-1/3-1/3) NOTE: 33 9/16"MAX. 33 9/16"MAX. 1.SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C DLO VENT SEALANT OR GASKET 63"MAX. AT HEAD AND SILL FLANGE A I A FRAME ALL 15 57 3/8° w CONFIG. ODI MAX. MAX 15 I.F.FRAME P..Plying REVISED DLO ALL / / DLO ALL _� ACCO codu y an Ure Flmide FIXED I 6Z° AX. AcwplIi-Dat 'Qq LITES I.F.FRAME Ii-Date X ALL By CONFIG. MI I Product I 1 13 FLANGE FRAME ``N77r . U`aY LYNN 414"rrr: C ��.• I4 73"MAX.WIDTH If.FRAME---—� VIEW D-D Itt 74"MAX.WIDTH FLANGE FRAME `:' N.58705 (FRAME CORNER CONSTRUCTION) _ DETAIL A-OX OR XO o .l[ ty = or STATE or Lati an4na NocxaNlaE7N�sr1EEr 1070TEGNNOLOGYDRNE ELEVATIONS �` '• �torcw?.' JJ. 1m1711t E NO Cl UlNOETHl88ifEET N.VENICE,FL 34275 i° ALUM.HORIZONTAL ROLLER WINDOW,IMPACT JR. &20/11 D NO CHANGE THIS 3NEE7 a.o.Rox 1620 /bty Boner "� '� —vft , NOKOMIS.FL 34274 A M4 10ia P.B. Fk °tlatzarae aJ, n3rns f>87ro NTS 4 e 19 4127-fo F P.F.eW705 INTERIOR 37 32 35 22 39 1 22 p � Q 18 2 13 EXTERIOR INTERIOR 21 MAX.VENT DLO MAX.FIXED DLO —+I MAX. T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 35 32 37 HEIGHT 39 FLANGE FRAME MAX. VENT Q 16 DLO MAX. FIXED DLO II MAX.FIXED DLO ---'I MAX.VENT DLO -� A3 22 MAX.WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22 21 41 22 PRODUCTREVISED m complying wAih the Kwiae 2 4A224 $ EXTERIOR INTERIOR12 21Produoi 7 EXTERIOR INTERIOR 10 ��`'�Ot1'I 1.YNtJ X11!( ''iii �i:• •'."iC rl 10 =icf rw.�a7o SECTION C-C 42 SILL HEAD _ (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) e,: aft Rn,rnn: m.� :��••., STA[OF LAL 99114nd rum NOCHANSETHISSHFPT to7DTECHNOL00YDRrvE SECTIONS 'irk••../'toRIO!':••'�G�;' J.J. 10/17/11 F NOCHNaETHISSHEET' N.VENICE,FL3427S P T 1AC '�sfIC7Nf\k a� ALUMx 1629 .HORIZONTAL ROLLER WINDOW,IMPACT �1�� JJ7. W20/11 D NOG~ETHISSHEET NOROL1RI34.FL 34274 Visibly Better aw.c °i °�' "°` A L4"M1C 4 P.E. JPK. S/08 J.J. aftS/13f08 z; HOY 5 a 11 4127-10 F P.F.aEs705 IIEM DW(:#RL<' DFECRIFTWN MAIL PGI'# rnM DWGUIRVI DESCREPTLON MAIL I PGT# 1 4102 A JFLANGEFRAMEHFAD 6063-T6AL 612237 66 SS 13/16"LAMIIG118"A(MIN.),3/B"AIR SPACE6 51W LAMI 1/8"A.090PVB,1/8"A 2 4025 SASH STOPSTD. ANTI LIFT CLIP) 6063 T5 AL 612244 67 13116"LAMI IGI/8"A(MIN.),3/8"AIR SPA 5116"LAMI 1/8"A .090 PVB l/8"H3 3 1#8X314PRPANHEAD 78MAA 68 13/16"LAMI IGI/8"A(MIN.),318"AIR SPACE,5/16"LAMI 1/8"HS,.090PVB,1/8"HS) 4 4053 SASH STOP COVER(SASH STOP) 6063-TS AL 69 13/16"LAMI10.3/16"A(MIN),5116"AIR SPACE,5/16"LAMI(1/8"A,.090 M,I/St.&) 6 4136 FLANGEFRAMESILL 6063-T6 AL 64136 70 13116"LAMI I0.3/16"A IN),5116"AIR SPACE,5116"LAMI(118"A,.090 M.1/8"HS 7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 13116"LAMI 10.3/16"A(MIN.),5/16"AIR SPACE,5116"LAM[(1/8-148-090 PVB,1/8"HS 8 4131 ROLLERTRACK 6063-T6AL 64131 72 13116"LAMI10.1/8"A IN.),V49AIR.SPACE,7/16"LAMI 3116"A .090PVB 3/16"4 73 13/36"LAMI 161/8"A IN. 1/4"AIR SPACE,Vle LAMI 3/16"A,.090P 3/10-FIS) 10 71298 WEEP HOLE COVER POLYPROP. 71298 74 " 13/16"LAMI 161/6"A(MIN.),U4"AIR SPACE,7/16"LAMI(3/16"HS,.090 PVB,3/16"HS 12 1626 ADHESIVEOPEN CELLFOAM PAD 7PAD1626 75 13/16"LAMI 163/16"A M.),3116"AIR SPACE,7116"LAMI(3/16"A,.090 PVB,3116"A) 13 4002 A FLANCEFRAMEJAMB 6063-T6 AL 612225 76 13/16"LAMI 10.3/16"A(MIN),3/16"AIR SPACE,7116"LAMI(3/16"A,." PVD,3116"HS 14 4134 IGASKET FOR MAINFRAME SILLJOINT 74134W/K 77 1. 13/16"LAMI 163/16"4 IN.).3/16"AIR SPA 7116"LAM[(3/16"HS,.090 PVB,3/16"HS) 15 1155 1#8X 1.000 QUAD PN.SMS 78'PQA- 90 1014 SCREEN FRAME OR&VER 3105-H14 AL 16 4110 G SCREEN ADAPTOR 6063-T5 AL 641100 91 1630 SCREEN CORNERKEY W/RINOS POLYPROP, 17 4054 13 FDIEDMEETINGRAIL 6063HD-T6AL 64054A 92 1631 SCREEN CORNIIRKEY W/OUT RINGS POLYPROP. 19 4066 W STP.,.187 X.230,FIN SEAL 640660 93 1073 SCREEN SPRING ST.ST. 21 4105 ISASH TOP&BOTTOM RAIL 6063-T5 AL 612240 941624 SCREEN SPLINE-.135 DIA.FOAM EM PVC 22 1663 WSTP..250X,270BA FIN SEAL 616830 95 1635 SCREEN SPLINE-.135 DIA.HARD EMI PVC 23 225-I ROLLERHOUSING&GUIDE 42112HD 96 SCREEN 24 226 IBRASS ROLLER WHEELS BRASS 713RWH12 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 4412M 32 4006 D SASHMFEITNORAIL 6063H5-T6AL 64006 2.710 33 1235 WSTP..170 X.270BACK,FIN SEAL 67S160 35 1096 SWEEPLATCH DIE-CAST 71096 36 1 1016 #8 X.625 PH.FL.SMS 7958 37 4126 SASH SIDERAIL 6063-T5 AL 1 64126 2.624 38 1683 WSTP.,.250 X.270 BACK,FIN SEAL 616M 062 4- 39 7070 IBULB WFATHERSTRIP.187X.275 67070K 40 LTFT RAIL COVER CAP 74078"C"LORR 41 4139 I.F.FRAME HEAD 6063-T6 AL 64139 I.F.FRAME HEAD 42 4140 I.F.FRAME SILL 6063-T6 AL 64140 41 114139,8063-TB 43 1 4141 LF.FRAMEJAMB 6063-T6 AL 64141 50 GLAZINGSIUCONE,DOW 899,995 OR UIVAL NT PRODUCT REVISED 51 1274 VWYLGLAZINGBEADBULB CK 6TP247W K .a—plyingwlththoFludda de 52 1225 VINYLGLAZINGBEADBJLB 6TP24SK 2.784 BuitauWP11- 56 ( 53 4039 B GLAZTN0I3EAD-5116" 6063-T5 AL 64039E Atti n �) 54 4044 B GLAZING BEAD-5116'W/GRILL KIT 6063-T5 AL 644703 •0 22 3.152 By 55 4222 A GLAZINGBEAD-7/16" 6063-TS AL 64222 14 I.082 985 C GLAZINGBEAD-7/16"W/GRTI.LKTT 6063-TS AL 6985 1988 59 4067 GLAZING BEAD-13/16" 6063-T5 AL 64067 60 GLASS 5116"LAMI(I!8 A,.090PVB,1/8"A 43 I.F.FRAME JAMBVILYNp/t�/i •,,, 61 5/16"LAMI(118"A,.090PVB 118"HS #4141,8083 T6 I �N <! —►III ��.•''�1C£Na^^P '•.FP 62 5/16'LAMI(118"HS,.090PVB 1/8"HS) Y `•,it 63 7116'LAMI 2.710 - "i No.50705 L64 7/16'LAMI(311&'A,.090 PVB3/16"HS) I.F.FRAME SILL 65 7/16"LAMI(3116"HS,.090 PVB 3116"HS) #4140,6083-Te TT ILS r i !04115 PARTS LISTLb4 F NOCHAMOETHISSHEET 1070 TECHNLOOV ORVVE f7/t! ENoCHAWETM8HEET N.VENICE,FL34275 ALUM.HORIZONTAL ROLLER WINDOW,IMPACTJA 0/!1O /fDDED` fN."TOOL489TYPEG P.O.BOX 1829t�ra"aesr u,,," n �' A LYNNNOKOMIS,FL 34274 Y[rlbly Better HR7}0 NT$ B d 11 4127-10 F P.E.#59705 FJC 8/08 J J SOB 1-1.513 040 .062 1.187 .738 3. 52 I 1.443-�-I� 1. 73 '08 O SASH STOP COVER 1. 73 .082 3. 0 4 #4053.8083-T6 1.1,22 F--Qk�—I—. �.--2.710y FLANGE FRAME HEAD -2 764 FLANGE FRAME LL FRAME SILL #4102A,6083-T8 G) #4136,6063-T6 LL 7e-T6 1 3 1 .062 1' B7 ��......III O FLANGE FRAME JAMB 081 l V A82 13 #4002A,0083-T8 —�•IF�.062 �I 1 480 } f 1.46 Y^1.4031 O SASH STOP O HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL #4025,8063.75 #4131,6083-TB #4054B,6083HD-T6 062 2. 79 .062- 11. 2. 2. 1 9 050 1 ' }187 .082 _� II IIU�12L� .678 L,349-� �11.081 291 1.096—{�- I T PR9)pUCI'R6V1S6b 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 59 GLAZING BEAD,5/16" e ,rimumPlolae #4133,6063-T5 #4006D,6063HS-T6 #4128,8083 TS #4039B,8063-T5 Aac In, d o 1 051Q.Oq irerio"Dare 2.1 k .676L � �� cdiami Pro�cf 1 —67 •678 .878 .683 ::& 'ice-I 1.098-{�—�I 1.098T 1.1161 -1 - 1.087 O pN GLAZING BEAD,5l16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16" `� .•�YNN qt/ ��i�� #4044B,6083-T5 #4222A,8003.75 #985C,6063-T6 #4067,8063.75 �a��•''tilc[rvsp'.eCp (USED W/GRILL KIT) (USED W1 GRILL KIT) // No.58705 -r an ord w.f:ax ow.Rsa %�(�\•, STI iE F� .�•,�� LM. B/1q/16 F NO CHANGE THIS SHEET EXTRUSIONS J.J. Oft 10117111 E NO CHANGE THIS SHEET �aN.VEHCEft34z E *� i,�`S`�.�<URID�.•laC�`: P.O. s-gm ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ��, !O�/�►_E, JJi 691 D NOCHANOETMISSHEE! ane ed. snac "°" airiGllniu�db _ NoxoM s,a 34x74 ystbly Beare.. Hasto HOlf 7 s 11 4127-10 F P.E.#58705 FJC 21=0 J-L 3/23/DB ANCHOR QUANTIIIES,XOX(1141/2-114 WINDOWS TABLE 4 NOTES: GLASS TYPES A B,C,G,H,I GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES ANCHOR TYPE; 2.3,WOOD Z CONC 1,CONIC $3,WOOD 2 CON( 1,CONC 1-114"ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3 412 STEEL SCREWS(G5) &SUBSTRATE TONES WNES ZONES ZONES ZONES ZONE Q t4 N 2.GLASS TYPES' FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW 8126 HEAD&SILL HEAD&SILL HEAD&SILL HEAD&BILL HEAD&BILL HEAD&BILL A.5/18"LAMI-(1/B'A,.090,1/8°A) FT,GLASS TYPES G•L SHALL HAVE A ai B.6/18-LAMI-(1/8'A,.D90,1/8"HS)C.6118°LAMI-(118°HS,.090,1(8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 63.126x 38.378 1+02+1+02+112 1+C2+1tC2+1 2 1+C2+1+02+1 2 1+02+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 D.7/16"LAMI-(3)16'A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+02+1+C2+1 3 1 1+C2+1+C2+1 3 1 1+C2+1+02+1 311+C2+1+02+1 3 1+02+1+020 3 1+02+1+C2+1 31 E.7/18°LAMI-(3/16'A,.090,3(16"HS) 60.625 1+C2+1+C2+1 311+02+1+C2+1 3 140:2+1+C2+1 3 1+0241+02+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 'I F.7/18"-AMI-IG-18-OR 0 W3/'1A(MI G.13118"LAMI IO-118"OR 3/18"A(MIN.),5/18"OR 3/8"SPACE,5118'LAMI-(118'A,.090,118-A) 54.000 1+02+1+02+1 3 1+02+1+C2+1 3 1 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 14C2+1+C.2+13 H.13/16°LAM]IG-118"OR 3/18°A(MIN.),6/18'OR 3/8'SPACE,6118°LAMI-(118'A,.090.1/8"FIS) 60.000 1+02+1+02+1 3 1402+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 311+02+11+02+1 3 1+02+7 hC2+1 3 1' 13fl6-LAMI IG-108'OR 3116'A(MIN.),5/18'OR 318'SPACE,6116"LAMI-(118"HS,.090,1/8"HS) J.13/18°LAMI IG-1/8'OR 3/16-A(MIN.),3/16"OR 114°SPACE,7/98"LAMI-(3116-A,.080,3/16-A) 63.000 1+02+1+02+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 K.13116"LAMI IG-118°OR 3/18'A(MIN.).3/16'OR 1/4"SPACE,7118°LAMI-(3f18'A,.090,3118'HS) 60.0DOx 38.376 1+02+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+1.2,1+C2+2+C.++1 2 L. 13!18"LAMI 10-1/8'OR 3/16'A(MIN.),3/18'OR 114°SPACE,7118°LAMI-(3118'HS,.090,3N6°HS) 48.000 1+02+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C241+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.628 14C2+1+02+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 14C'2+1+02+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 67.000 1+0:2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+2+C2+1 3 HEAD&SILL: 101/2°MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 26 60,000 1+02+1+0241 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+2+03+1 3 M4`MAX.FROM CORNERS. JAMS: 9"MAX.FROM CORNERS AND 221/Y MAX.O.C. 63.000 1+C#+1+02+1 3 1+02+1+02+1 311+C20402+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C3+2+03+1 3 TABLE KEY: 74.000x 38.376 1+C2+2+02+1 2 1+02+1+02+1 2 1+C2+2+C2+1 2 1+02+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 X O X 48.000 1+02+2+02+1 3 1+02+1+C2+1 3 1+C2+2+C2+1 3.14C2+2+0241 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+4+C3+1 3 rANCHOR QUANTITY PER JAMB 80,628 1+02+2+02+1 3 1+C2+1+02+1 3 1+C2+2+C2+1 3 1+02+2+02+1 3 1+C2+2+02+1 3 1+C2+2+02+1 3 HEAD AND SILL ANCHOR QUANTITY. 64,000 14C2+2+024113 1+C2+1+C2+1 3 1+C2+24C2+1 3 1+C2+2+02+1 3 1+0242+C2+113 1+C3+2+C3+1 3 L� A CLUSTER OF(3)ANCHORS CENTERED AT EACH MEETING RAIL PLUS(1) 80.000 1+C 2+2+02+1 3 1+C2+1+02+1 3 1+C2+2+C2+1 3 1+C2+2+0241 3 14C242+C2+1 3 1+C3+2+C3+1 3 ANCHOR AT EACH OPERABLE VENT 63.000 1+C 2+2+C2+1 3 1+02+1+C2+1 3 1+C3+2403+1 3 1+0.3+2+03+1 3.1+0242+C2+113 1+03+2+CG+1 3 PLUS(4)ANCHORS AT FIXED SECTION. 54.000 x 38.378 1+C2+2+C2+1 211+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+0242+C2+112 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+02+2+C2+1 3 1+C3+3+C3+1 3 (3-MIN.O.C.ANCHOR SPACING) 60.625 1+C2+2+02+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 311+C2+2+C2+1 3 1+02t2+C2+1 3 1+03+3+03+1 3 64.0010 14C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 14C2+2+C2+1 3 1+C242+02+1 3 1+CA+3+04+1 3 25 3/4"max. --►{t•.-3"MIN. 60.000 1+02+2+C2+1 3 1+C2+2+02+1 3 1+C3+2+C3+1 3 1+C3+24C3+1 3 1+02+2+02+1 3 1+04+3+C4+1 3 83.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+03+2+03+1 3 1+C3+2+C3+1 3 1+0242+C2+1 3 1+04+3+CA+1 3 9"REF. X O X 1 T /T- PRODUCT RHtl[SBD 106.376x 38.376 1+C 2+2+02+1 2 1+C2+2+02+1 2,1+02+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+4+C2+1 2 I a-.plying wish tU FWde tlailding Codo 46.000 1+C2+3+02+1 3 1+C 2+2+0241 3 1+C3+3+03+1 3 1+03+3+C3+1 3 1+02+3+02+1 3 1+C3+4+C3+1 3 MTG.RAIL,TYP. Acceptance No 50.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+03+34C3+1 3 1+03+3+03+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS E p"a" D°te aa.000 1+03+3+041 3 1+D2+2+02+1 3 1+03+3+C3+1 311+03+3+03+1 3 1+03+3+03+1 311+04+4+C4+1 3 SHOWN IN TABLE KEY ABOVE) "y Munni a act 60.010 1+C3+3+CS+1 3 1+C2+2+C2+1 3 1+04+34C4+1 311+04+3+04+1 4 1+C3+3+C3+1 3 1+C4+4+04+1 3 63.000 1+03+3+03+1 3 1+C2+2+0241 3 1+04+3+CA+1 3 1+04+3+C4+1 4 1404+3+04+1 3 1+CB+4+(A+1 3 26 3/4"MAX. 1 1/2'TYP. 111.000x 38.375 1+02+3+C2+112 1 1+C2+2+0241 2 1+02+3+02+1 211+02+3+C2+1 3 1+02+3+02+1 2 1+02+4+02+1 2 I-•-3"MIN. II 48.000 1+CZ+3+C2+1 311+C2+2+02+1 3 1+0343+03+1 3 1+C3+34C3+1 3 1+C2+3+G2+1 3 1+03+4+03+1 3 9"REF X 0 X * �."d. LYN,V E114e 50.625 1+C2+34C2+1 3 1+C2+2+02+1 3 1+03+3+03+1 3 1+C3+3+C3+1 3 1+C3+3+03+1 3 1+0344+C3+1 3 - - ��"�•:'�iGFNSt•:•'•.`P SCOW 1+03•+3403+1 3 14C2+2+0241 3 1+C�+3tC3+1 3 1+C3+3+03+1 3 1+08+3+0341 3 1+C4+q+04441 3 No.50706 80.000 1+C3+34C3+1 3 140+2+0201311+04+3+04+1 3 1+C4+3+C4+1 4 1+03+3+03+1 3 1+0444+C4+1 3 MTG.RAfL,TYP. 63.000 1+c3+3+03+1 3 1+042+2+C2+1 3 1+04+3+c4+1 3 1+04+3+,4+11411404+3+04,+113 1+08+4+C8+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS -�. 71 lS :4[C` A r- r Ij 4714/11 F NO CHANGE 7Ht8 SHEET F, ...�. ANCHORAGE SPACING,XOX 114-1/2-U4 •. F to7orECNNOLoorcrave A :ct,•.,tor,o?•�C`, JJ, 1lfH7111 E NO CHANGE THIS SHEET• N.VENICE,FL 34276 J.R.N W. ana�ff o ADDmrocarroeErr t o +30FTNOT� PO Li0x162B ALUM.HORIZONTAL ROLLER WINDOW IMPACT ;'!C?N1.1. NORONIIS.FL 3427d t/,�1gjy$attar °Mw'6W1 °i1C °" ""°'� "'" A i1'rtrt44A �P.E. F.K. JJ. 3/13/06 HA7fo NTS B d 99 4127-10 F P.E.a W705 ANCHOR QUAN n nE&XOX 713-113-113 WINDOWS TABLE 5 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D•E,F,I,J,K,L ANCHOR TypB $3,WOOD 1 2,CONC 1,CONC 2,3,WOOD 2,CONC 1•CONC 1.ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZC1NE8 ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3412 STEEL SCREWS(G5) ca w to WINDOW SIZE HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL 2.GLASS TYPES: Qp I A.5118"LAMI-(1B"A,.090,118"A) FOR INSTALLATION W THE HVHZ ABOVE 30 W v 1 B.5118"LAMI-(1/5"A..090,118'HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000 x 38.378 1+02+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 t 2 1+02+1+C2+1 2 1+C2+1+02+1 2 C.5/18"LAMI-(118'HS,A90,118"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+62+1 3 D.7/16"LAMI-(311(r A,A90,3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1+0241 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 E•7/16"LAMI-{3MO'HS..00,a/1 HS) F.7/18"LAMI-{3118"HS,.090,3/78"HS) 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1402+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 G.13118"LAMI IG-1/8"OR 3118"A(MIN.),5/16"OR 318"SPACE,5118'LAMI-(1/8" 60.ODO 1202+1+02+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1102+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31 H.13/18"LAMI IG-118"OR 3/18"A(MIN.),6/18"OR 31W SPACE,5116"LAMI-(1/8"A,.090,1/8"HS) I. 13116"LAMI IG-118°OR 3116"A(MIN.),5116"OR 3B"SPACE,5118"LAMI-(118'HS,.090,1l8"HS) 83.000 1+02+1+02+113 1+(2+1+02+1 3 1+12+1+C2+1 3 1+02+1+02+1 3 1+02+7+02+1 3 1+C3+tiC3+1 3 J,13/18"LAMI IG-1/B"OR 3/18"A(MIN.),3/18"OR 114'SPACE,7118"LAMI-(311("A,.090,3MVA) 63.126x 38.376 14C2+1+C1+1 2 1+C241+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 K.13/18"LAMI IG-f/8"OR 3/18'A(MIN.),3/18"OR 114"SPACE,7/18"LAMI-(3/16'kam,3118"HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1402+1+C241 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 L. 13/16'LAMI IG-1/8"OR 3/18"A(MIN.),3110-OR 1/4"SPACE,7/16'LAMI-(3/18"HS,.090,3118"HS) 80.826 1+02+1+02+1 3 1+C2+1+C2+1 3 1+t2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 64.DDO 1402+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3114C2+1+02+1 3 1+C2+1+02+1 3 1+C2+14C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I 1+C2+1402+1 3 14C2+1+C2+1 3 1+02+1+C2+1 3 1+03+1+C3+1 3 83.000 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 311+02+1+C2+1 3 1+C3+1+C3+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.378 1+02+1+C2+1 2 1+C2+1+02+7 02 2 1+ +1+C2+1 2 1+c2+1+C2+1 2 1+C2+1+c2+1 2 1+C2+1+C2+1 2 253/4"MAX.FROM CORNERS JAMBS: 9"MAX.FROM CORNERS AND 22112"MAX.O.C. 46.000 1+0+1+02+1 3 1+C2+1+02+113 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+f+C2+1 3 TABLE KEY: 60.628 1+02+1+C2+1 3 1+02+1+C2+1j3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 X O X 84.000 1+02+1+C2+1 3 1+02+1+02+113 1+02+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+C3+1tC3+1 3 1+C3+1+C3+1 M-+•-ANCHOR QUANTITY PER JAMB 60.000 1+C2+1tC2+1 3 1+C2+1+02+1 3 1tC2+1+C2+1 3 1402+1+02+1 3 1+0241+C2+1 3 1+03+1+03+1 3 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 311+02+1+02+1 3 1+03+7+03+1 3 1+02+1+02+1 3 1+C3+1+03+1 3 HEAD AND SILL ANCHOR QUANTITIES 86.00Dx 36.378 1+02+1+02+1 2 I+C2+1+C2+1 2 1+C2+1+02+1 211+02+1+02+1 2 ON EACH MEEETIN 1+C2+1+02+1 2 1+02+1+02+1 2 ACLUSTER MEETING CENTERED G RAIL PLUS(1) 48.000 1+02+1+C2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+02+1+C2+1 311+0241+02+1,3 1+02+1+02+1 3 ANCHOR AT EACH OPERABLE VENT 60,625 1+C2+1tC1+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3,1+03+1+03+1 3 PLUS(1)ANCHORS AT FD(ED SECTION. 84.000 1+C2+1+C1+1 3 1+02+1tC2+1 3 1+C2+1+02+1 3 1+02+1+01+1 311+02+1+02+1 3 1+03+1+C3+1 3 (9j ANCHORS TOTAL AT HEAD AND SILL. 80.000 1+02+1+C2+1 3 1+C2+1402+1 3 1+02+1+C2+1 3 1+C3+1t03+1 3 1+02+1+C2tl 3 1+03+1+03+1 3 (3"MIN.O.C.ANCHOR SPACING) 63.000 1+02+1+C2+1 3 1+02+1+0141 3 1+0341+C3+1 3 1+03+1+C3+1 3 f+CZ+1+C2t1 3 1+C3+1+C3+1 3 74.00Dx 38.376 1+C2+1+C2+1 2 1402+1+C2+1 2 1+C241+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 211+02+1+02+1 2 25 314"MAX, 48.000 V+0222+1 3 f+(2+1+0141 3 1+C2+1+C2+1 3 1402+1+(x+1 3 1+C2+1+C2t1 3 1+03+1+03+1 3 60.628 2+1 3 1+C2+140141 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 J- 64.000 2+1 3 1+C2+1+C2+1 311+02+1+02+1 3 1+02+1+C2t1 3 f+C2+1+02+1 3 1+03+1+C3+1 3 9"REF. X O X 60.000 2+1 3 1+C2+1+C2+7 3 t+p+1+03+1 3 1+03+1403+t 3 1+02+1+C2+1 3 1+q+1+03+1 3 PRODUCT RBVI5HD 03 of lytttg Wlth the Florida 83.000 2+1 3 1402+1+02+1 3 1+03+1+03+1 3 1tG3+1+03+1 3 2122+1+0241 3 1+C3+1+03+1 3SCor84,QOOx 38.376 +1 2 1+L7+1+t2+1 2 1+C2N+C2+1 2 1+02+1+C2+1 3 1+(2+1+C2+1 2 1+C2+1+02+1 2 MTG.RAIL,TYP. AcceP'*'cNo48.000 2+1 3 1+C2+1+C2+1 3 1+C1+f+0241 3 1+02+1+C2+1 3 1402+1+C2+1 3 1+C3+1+C3+1 3MPLE CLUSTER W/QTY.OF(3)ANCHORSn5D.525 2+1 3 1+C2+1+02+1 3 1+02+1+t:2+1 3 1+02+1+C2+f 3 1202+1+02+1 3 1+p+1+03+1 3 (SHOWN IN TABLE KEY ABOVE} ny Mi i ode pmdact Canir 64.000 1+C2+1+02+1 3 f+C2+1+(2+1 3 1+03+1+03+1 3 1+03+1+03+1 3 1+t2+1402+1 3 1+p+1+03+1 3 80,000 1+C2+1+02+1 3 1+02040+1 30+00+03+1 3 1+C3+1+03+1 4 1+C3+1+p+1 3.14030+00,3 25 314"MAX. 1 1/2"TYP, 63.000 1+03+1+03+1 3 1+02+•1+02+1 3 1+03+1+C3+1 3 1+C3+1+03+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 � I-+--3'MIN. CII I I I I j r l r 88.437x 38,376 1402+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+4+02+1 3 14C2+1+C2+1 2 1+0241+C2+1 2 9.REP. 48.000 103+1 3 1+03+1+C3+1 3 X+02+1+02+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+ O X �1�,•'�ticE.ntsF '•.Fp 80.828 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 11+02+1+02+1 3 1+03+1+C3+1 3 �c% 64.000 1+C2+1+C2+1 3 1+C2+1+C2t1 31+03+1+03+1 31+03+1+C3+1 3 1+C2+1+C2+1 3 1+0341+03+1 3 _ ,Io.58705 80.000 1+0241+02+113 1+02+1+01+1 3 1+p+1+03+1 3 1+C3+f+C3+1 4 1+0311+p+f 3 1+001+04+1 4 MTG.RAL, 83.0 1+03+1+03+1 3 1+C241+C1t1 3 1+0311+0341 3 1+03+1+03+1 a 1403+1+03+1 3 lira+f+ca+I a EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS -(s 7")Zl�s ', LM 8/14/18 F HOCHANQETH/SSNFJ T °ivrQ" .�p .• s(4"!f f ANCHORAGE SPACING,XOX 1/3-1/3-1/3 .,�``` ."tomo!.•' 1070 TECHNOLOGY llr `.l �,�� J.J. 10Jf7H1 E NO CHANGE THIS SHEET NNENICE,fL34275 '"� St5/0(1/1 J.R, 820/11 0 ADDED iGCAP TOBE7EMFERBO +3OFrNOTE. P.o,Bqx 1529 ALUM.HORIZONTAL ROLLER WINDOW IMPACT Otte: NOKOWS,FL 34274 viably g,�,• ae.,�e °� A.LYNN MILLER,P.E. FX 2!LB/OB J.J. 3123!08 !lR7l0 NTS 8 er 11 4127-10 F P.Ea 59705 ANCHOR QUANTITIES.XO&OX VANDOWS TABLE 6, NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1.ANCHOR TYPES: ANCHOR'iYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1 1,COW 1-114°ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(135) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2 GLASS TYPES: _ A.SM8"LAMI-(1/8"A,.090,10 A) FOR INSTALLATION IN THE HVHZ ABOVE 30 J J WINDOW 817E iJa fA fD N v1 B•5116"LAMI-(1/8°A.090,1/a"HS) FT,GLASS TYPES O-L SHALL HAVE A V li = -a =y/ ' S etl ' _ ' "0 i ' o6 C.6116"LAMI-(1/8"HS,.090,10 HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND D.7116^LAMI-(3/18"A,.090,3M6"A) ANCHOR QUANTITY REMAIN UNCHANGEp. 37.000 x 38.375 1+C2+1 2 1+C2+1 2 1+132+1 2 1+132+1 2 1+C2+1 2 1+C2+1 2 E.7/16°LAMI-(311 S'A,.090,3116'HS) 48A00 1+02+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7118"LAMI-(3116"HS,AM.3/16•HS) 50.825 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 3 G.13/18"LAM]IG-118°OR 3116"A(MIN.),5/18"OR 3/8"SPACE,6116°LAMI-(1/8"A.090,118°A) H.13/18"LAM)IG-118"OR 3116°A(MIN.),5/16'OR 318"SPACE,5116°LAMI-(118"A„090,118"HS) SCOW 1+02+1 3 1+132+1 3 i+G2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I. 13116°LAM[IG-118'OR 3118"A(MIN.),5116"OR 318°SPACE,5MW LAMI-(116'HS,.09o,11W HS) 80.000 1+132+1 3 1+132+1 3 1+133+1 3 1+132+1 3 1+132+1 3 1+133+1 3 J 13116"LAMI IG-1/8°OR 3116"A(MIN.),3118°OR 114°SPACE,7/16"LAMI.(3116"A,.090,3M6°A) K.13/16"LAMI IG-118"OR 3116°A(MIN.),3/16"OR 114°SPACE,7118°LAMI-(3116'A,.090,311W HS) 63.000 1+02+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L• 13/18"LAMI IG-1/8"OR 3116"A(MIN.),3/18"OR 1/4"SPACE,7116°LAMI-(3/16°HS,.090,3/18"HS) 48.000x 38.375 1+02+1 2 1+132+1 2 1+C2+1 2 1+C2+1 2 1+132+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 46.000 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+02+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 11+C3+1 3 18 314"MAX.FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+133+1 3 1+C3+1 3 1+C2+113 1 1+C3+1 3 JAMS: S"MAX.FROM CORNERS AND 22112°MAX.O.C. 63.000 1+133+1 3 1+132+1 3 1+133+1 3 1+C3+1 3 1+C2+1 3 1+03+1 3 1 TABLE KEY: O X 53.125 x 38.375 1+C2+1 2 i+C2+1 2 1 1+C2+1 2 1+132+1 2 1+C2+1 2 1+C2+1 2 2+C3+2 3 -ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+03+1 3 1+C2+1 3 i+C2+1 3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF(3)ANCHORS 54.000 1+C3+1 3 1+C2+1 3 11+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+03+1 3 1+C3+1 4 1+C2+1 3 1+C3+i 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+03+1 3 1+C4+1 3 1+03+1 4 1+C3+1 3 1+C4+1 TOTA ANCHORS TOTA3 VENT AND SECTION. (7) I L AT HEAD AND SILL. 60.000x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 11+C2+1 3 1+C2+1 2 2+G2+2 2 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+132+1 3 2+C3+2 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 (--f-18 3/4°MAX. 54.000 1+03+1 4 1+C2+1 3 2+C3+2 3 1+q+1 4 1+C2+1 3 2+C3+2 3 I -►{I---3"MIN. 80.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 11+C3+1 4 1+C3+1 3 2+C4+2 4 9°REF. 63.000 1+C3+1 4 1+03+1 3 2+C4+21 4 1+q+1 4 1+03+1 3 2+C4+2 4 X 0 PRODUCT REVISED 66.000 x 3&375 2+C2+2 3 1+C2+i 2 2+C2+2 3 2+132+2 3 1+132+1 2 2+132+2 3 o4 codingmnipli.dc the lloride MTG.RAIL D°ilJing Codo 48.000 2+132+2 4 1+132+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 '3 2+C3+2 3 AeeePlane°N°15-0 1 50.625 2+03+2 4 1+C2+1 3 2+133+2 3 2+C3+2 4 1+02+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS_ E* 91 "°"°°n°� 20 1 54.000 2+133+2 4 1+132+1 3 2+133+2 4 2+133+2 4 1+132+1 3 2+133+2 4 (SHOWN IN TABLE KEY ABOVE) Miran ep�,0 ntro1 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+133+1 3 2+C4+2 4 63.000 1+03+1 4 1+C3+1 3 2+04+2 4 2+C3+2 4 1+03+1 3 2+04+2 4 e 314•MAX 1 112'TYP. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+02+2 3 1--3"MIN. 4,11111111'. i 48.000 2+133+2 4 2+132+2000 2+133+2 4 2+133+2 4 2+132+2 3 2+133+2 4 9"REF. �00 LYPJN Zl14e iii 50.625 2+03+2 4 2+C2+2 3 2+03+2 4 2+C3+2 4 2+C2+2 3 2+03+2 4 x '. ��cerlsg '•Fp 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4No.58705 c MTG.RAIL 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 _ 63.000 2+C3+2 4 1+03+1 3 2+C4+2 4 2+04+2 5 2+03+2 4 2+134+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS ; C �� rt 9EF S ;uf` o.vbar" ��(�'. ST <Uti LK814116 NOCHANOETHIS BNEer 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,OXAND XO WINDOWS Fr.pNInP..'�jr J.r.' 1oH7111 a NOCNAxo1E7N1BSHEET N.VENICE,FL 34278Ismay. cm _ ALUM.HORIZONTAL ROLLER WINDOW,IMPACT J•A. 820/1? O ADDED IO CAP TOBE TEMPERED +30FFNOTE. P.O.Box tsn B ar mew w ALYIVI✓IAIk"P.E. v ox_ NOKOMIS,FL 34274 1?slbly Better NR710 NT$ 16 11 4127'-10 [= P.E.g 88708 F.K Z28/OB J 1. 9124f� 1 314"MIN.E.D.TYP, NOTES: 2x WOOD BUCK 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4'ELCO MIN.3.4 KSI 1'MIN.EDGE NOTE 3 13/8' TAPCONS EMBEDED 1 318"MIN.OR 114"SS4 CRETE-FLEX EMBEDED 1314"MIN.. MINIMUM DISTANCE FROM CONCRETE MIN. ANCHOR TO CONCRETE EDGE IS 13/4'. FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. �• ! ' is NOTE 1x WOOD v• 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(GS)OR 1/4'SS4 CRETE-FLEX WITH BUCK, — #12 TRIMFlT HEAD. NOTE 3 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 714P1w THAN112". tx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX. CMU.WOOD BUCKS DEPICTED AS 2ARE 1 12"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 TS AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FORANCHOR TYPE 2 MAY BE USED. 1/4" 6MAX .MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SKIM I I WT 114'MAX.SHIM--�{ 1 1/4"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENT5 OF FLORIDA BUILDING CODE. MIN. I (1.6 KSI CMU) OR 2-12°MIN.EMBEDMENT PER NOTE 1 a (3.4 KSI CONCRETE) WOOD O CONCRETE fCg� f ANCHOR, ANCHOR NOTE 2 NOTE 1 13/4• EXTERIOR INTERIOR MIN.EDGE . ' ?• MIN,E.D (HF &SILL DETAILS A,B,C,D.6&H) TYP. 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 4 SEE NAILING INTERIOR 5W MIN.EDGE DETAIL E DETAIL F (JAMB DETAILS E,F&1) —� TYPICAL FLANGE FRAME JAMB SECTIONS EXTERNOR� SW MIN. CONCRETE WOOD DETAIL H (HEAD) ANCHOR, ANCHOR, NOTE 1 NOTE 2 NAILING 131 DIA.MIN.x 212"NAILII AT CORNERS AND 5'O.C. rxouucrluinsEu TYPICAL DETAILS G,H&I. ns�PIyhtS with dw FIo l& Buildo�5 Code 114" Acceptanx No l S-0 MAX. MAX. w7alxmDme j SHIM MAX © /8"MIN.EDGE Br SEE Mi bade Pradact N 1 1MIN.3)8 NAILING1 3/4"MIN. _ 2-12'MIN. jig SEE NAILING `\\.�ON1 LYNN Aq/((``ii :.. MIN.3.4 KSI E.D.TYP. .' I°gAIN.'bb — o Siv ttcEPiSE '•. P CONCRETE WOOD 2-12"MIN.EMBED t DETAIL C BUCK, DETAIL D NOTE 3 DETAIL G(SILL) (JAMB)DETAIL I JAMB '` No.58705 TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS �F .'or aeaas n,ntotos � � S'f0 1M slats F CORREOiOPRONALBUCd(MOTETOINCLi1DECMU ,oTo TECHNOLOGYorwe ANCHORAGEDETAfLS rr. 1o/1""' E-i luoCHANGETN1Sstrr er N.VENICE,FL 34275 qL(�y HORIZONTAL ROLLER WINDOW,IMPACT JA 620/t1 NOCWWGE7N188HM P.O.SQx1529V�BywLY�rtItS�R NOKOMIS,FL 34274 V"ly Better se�w4eae �°'� ePs °x' P.E. FJL �810 JJ. am= 7+ay+o Half 11 ✓ 11 4727-f0 F P•EAll J. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-245642 Permit Number: WS-9-15-2273 Scheduled Inspection Date: October 15,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Window Door Attachment Owner: WALSH, PETER&FRANCES Work Classification: Door Replacement Job Address:504 NE 101 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060171190 Project: <NONE> Contractor: ALPHA WINDOWS& DOORS Phone: (954)781-5180 Building Department Comments REPLACING 2 IMPACT SLIDING GLASS DOORS Infractio Passed Comments INSPECTOR COMMENTS False Air Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 14,2015 For Inspections please call: (305)762-4949 Page 32 of 44 m ; Pe�if � -9-1$42'1 `ygORE,t�,t lot Miami Shores Village PetYt&TYpe'-W riddWS(Shuttem 10050 N.E.2nd Avenue NE W,,0r d*$Sir108iIYd"7app}Regi tome t Miami Shores,FL 33138-0000 .. Perin t s:APPROV150 Phone: (305)795-2204 { �LORIt> te ` ctiat �.:. 01 Expiration: 03/27/2016 Project Address Parcel Number Applicant 504 NE 101 Street 1132060171190 PETER&FRANCES WALSH I Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell PETER&FRANCES WALSH 504 NE 101 Street MIAMI SHORES FL 33138-2451 Contractor(s) Phone Cell Phone Valuation: $ 7,040.00 ALPHA WINDOWS&DOORS (954)781-5180 Total Sq Feet: 0 Type of Work:REPLACING 2 IMPACT SLIDING GLASS DO Available Inspections: No of Openings:2 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.80 Invoice# WS-9-15-57000 DBPR Fee $2.00 09/08/2015 Check#:3366 $50.00 $95.80 DCA Fee $2.00 Education Surcharge $1.60 09/29/2015 Check#:3404 $95.80 $0.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $6.40 Total: $145.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNEZADIT: rill t a regoing information is accurate and that all work will be done in compliance with all applicable laws regulating constrning. uthermor ,I o ize the above named contractor to do the work stated. September 29, 2015 Sig ature:Owner / Applicant / Contractor / Agent Date Building De airtment Copy September 29,2015 1 i Miami Shores Village SEP d 8 2 15 Building Department artment 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 54FBC 201`4 BUILDING Master Permit No. (05— (a- Z 2:�-3 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City Miami Shores County Miami Dade Zip: Folio/Parcel#:1 )al too C-) Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: l� Flood Zone: BFE:: FFE: OWNER:Name(Fee Simple Titleholder) Address• C�'� City: tState: 1 l Zip: Tenant/Lessee Name: Phone#: Email: �_7��J�` CONTRACTOR:Company Name: 6v)f-"1 Phone#Pl's�-']"Kk,rte I � Address: ' V Citv�vVY ' State. Zip: Qualifier Name: Phone#: State Certification or Registration C .-:'D)ly 7� � Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: +� City: State: Zip: Value of Work for this Permit:$ a Square/Linear Footage of Work: Type of Work: ddition F-1AlterationF-1N w epair/Replace Demolition Description of Work: �—'C t Specify color of color thru tile: Submittal Fee$ �50 oC Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ C TOTAL FEE NOW DUE$�S (Revised02/24/2014) " v 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 l W Signature OWNER or AGENT CONTRACTOR The foregoing instrurnSrit was acknowled ed before me til s The foregoing instrument was acknowledged before me this day of .20-1, S 'by 1 day of 2 by who is personally known to ho is `ersonally know o ,fid 4031 me or who has produced as me or who has produced u0% o& as 1�etoN � identification and w identification andia�c¢j�iIc� Og��i* KATHERINE:VELILLA-MIRALDAr'd�tld'�= NOTARY PUBLIC: MY COMMISSION#FF132983 NOTARY PUBLIC: SLGZ•�3� d3303lc, ,e EXP 16,2018 ti30td3L' Sig ISign: •s �s- Print• tKa�� KA Print: Seal l Seal: **.r.■.****x�****x�*��•**��**�x��x� �r* �x*** ****x�*rr*****�******x�****x�x�r��x...�**��x��**��x**�**s�s�x***�x�*�*�x�*** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) WALSH RESIDENCE 504 NE 101 STREET . . .... ...... ..S . .. . ...... .... ...... oeo:oe .... ...... .... .... .... ..... .. .. .. . ...... 00 . . . , , , 606096 . .. 2.Sliding Glass Door 72'x 79' — 46.67/-60 KITCHEN NOA 14-0128.11 1.Sliding Glass Door 141'x 79' 48.87/-80 NOA 14-0128.11 DINING ROOM APPROVE® FFICE ZONING DEPT ;. CFTVIED BLDG DEPT 1 SEP 0 8 2015 SUBJECT TO COMPUANCE WITH ALL FEDERAL copy STATE AND COUNTY RULES AND REGULATIONS WALSH RESIDENCE 504 NE 101 STREET 2.SrxMg Glass Door 72"x 78" 46.671-60 KITCHEN NOA 14-0126.11 1.Sliding Glass Dow 141"x 78" 46.67/-60 NOA 14-0128.11 DINING ROOM • • •••• •••••• • •••• • •• ••••• •••••• • •• ••••• •••• •••••• • • • • • •••••• i bAi � >� ,w 5f 4 ® ' a Specialty Engineering Consultants,Inc. r yrF4, Wind Velochm In South Florida C' 5 1599 SW 30 Avenue,Suhe 820 A��-H'• -r., ' Boynton Beach,FL 334326 g Dade Bmward Palm Beach a a FL.CA#009217 Risk Cat.1 I65 1 156 1 1.46 1 Low risk to humans(fanns,sleds 5 Risk Cat.2 175 1 170 170 1 single FamO Residences Risk Cat.3&4 186 180 Igo Essential Facilities P,=q h (GCp-GCp ) Intstuctions and UUnttallons of Use 1 1 Charts provide wind Dresstues based on the mean roof he ht And shall not exceed 80'-0'. 2 Design res are for an enclosed buliind shutters or other im ct resistance protection requireM. V(mph) 175 1620 FBC for HVHZ,or Fig.26.5-1 a 3 User shell deterrNne the mean roof he Eave height+Roof Peak 2. Risk Category R Table 1.5-1,page 2 4 Eel zone distance Is the lessor of 10%of le 10%of width,or 40%01 the mean roof height and not less than 3'41' Exposure C Section 26.7 5 If 50%of a component Is N a particular zone then that wrnponent Is considered to be N zone with the majority of the area.If questionable then place in Zone 5 Kd 0.85 Table 26.6-1,page 250 6 Each component window,door,mullion has a tributary area that is area to be used.Area of components to rounded down but shall not be less then 10 al. Kzt 1 Figure 26.8-1,page 252 7 For NOA's that r ube a Kd=1.0 then mul9 I the values Iced herein 1.18. GCpi 0.18 -0-180.55 a WUM assures are based on Allowable stress d n. pitch of roof 3/12 degrees9 Design ensures listed herein are vat for res B and C and exposure D.max roof he M 301,see criteria shown left. data 14.0 degrees 10 Charts and values listed herein are only wild when signed,dated and sealed by Gary McDou Ie PE#56214 or D.Adam LeBlanc,PE#77012 11 Wlnd design ressures are calculated In accordance with ASCE 7-10 Method 2 12 No reduction Is taken for slopes less than 10 degrees. Area ofeanpoacwt Amofoornponcra Aresofoomposent Area olloompopent Area ofoomparont Area of com t A-of-ponent Area of com Area foonnonent Area of t rea Aof oom t 10.0 sf 15.0.17 20.0 sf 25.0 of 30.0 of 35.0 of 40.0 of 45.0 at 50.0 of 55.0 of 60.0 of Mean Roof Height Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 43.4 -53.6 42.2 -51.3 41.8 -50.6 41.4 49.8 41.0 49.0 -40.6 48.3 40.2 47.5 -39.8 -46.8 -39.4 46.0 -39.0 45.2 -38.6 -44.5 40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 -38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 44.0 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 41.6 49.7 41.1 48.9 40.7 48.2 40.3 47.4 -39.9 -46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 :38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 -49.6 -41.3 -48.8 -40.8 48.0 -40.4 -47.2 -40.0 46.4 -39.6 -45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -51.0 42.2 -50.2 -41.8 -49.4 -41.3 48.6 -40.9 -47.8 -40.5 47.0 -40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 ''39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 -45.7 -56.4 -44.4 -54.0 -43.9 -53.2 43.5 -52.4 43.1 -51.5 -42.7 -50.7 -42.2 -49.9 -41.8 49.1 -41.4 -48.3 -41.0 47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 .39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 46.6 -57.6 45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 43.6 -51.8 43.1 -51.0 42.7 -50.2 42.3 49.4 41.8 48.5 41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 1 47.1 -58.1 45.8 -55.6 45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 43.6 1 -51.5 43.1 1 -50.7 42.7 49.9 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 X41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 -46.2 -56.2 45.8 -55.3 45.3 -54.5 -44.9 -53.7 44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 46.6 -56.7 1 46.2 -55.8 1 45.7 -55.0 1 45.3 1 -54.1 44.8 1 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -52.9 44.3 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 47.4 -57.6 47.0 -56.8 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 -04.7 -52.5 -44.2 -51.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 47.3 -57.2 46.9 -56.4 -46.4 -55.5 45.9 -54.6 45.5 1 -53.8 45.0 -52.9 1 44.6 -52.0 44.1 -51.2 43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 4J.9• ••NJt45.6 4#.8• ioA 40.gqp�® 1 p®.®p p g 3f9.9 28 49.5 -61.2 48.2 -58.5 47.7 -57.7 47.2 -56.8 46.8 -55.9 -4b.3 -55.1 45.8 -54.2 .4 -5• • - .4• •44.4 �54.b46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.E 41% 4d.i• i0.7 7 ICA 29 49.9 -61.6 48.5 -59.0 48.0 -58.1 47.6 -57.2 47.1 -56.3 -46.6 -55.5 46.2 -54.6 7 .8• �5�•46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 CA •.R119,. 0. �4ES s30 -50.3 412.1 48.9 -59.4 48.4 -58.5 47.9 -57.6 47.4 -568 47.0 -55.9 46.5 -55.0 46.0 -54.I -53.2 52. -44.6 a, ... o ; No 77e UG •• • . • ... • . . • AT W ••• • • • • ••• L• :mss •. ®R��•�G' �a� • • • • • • • • • • ••• • • • ••• • • . 3 r MIAM1.1 ADE �tiI1AIN-11—DADS COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONWHIC RESOURCES(RXR) 11805 SN 26 Street,Room 208 BOARD AND CODE ADAHNI ISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadG,We' nom ww-- wwwwww PGT Industries,Inc. '•.' : • • 1070 Technology Drive, ••• •• Nokomis,Fl.34275 •••••• SCOPE: • • • •www •www wwww• This NOA is being issued under the applicable rules and regulations governing l$g ogse of.*onsruction e:•o w materials. The documentation submitted has been reviewed and accepted by MiauficMde C X ty gtER;•g g w w Product Control Section to be used in Miami—Dade County and other areas where4iowed by the Authority .• Having Jurisdiction(AHJ). ww ww• This NOA shall not be valid after the expiration date stated below. The Mia4li vlkde Coenty�'• roduc� •• Control Section(In Miami—Dade County)and/or the AHD(in areas other than Miardi'Dide CoAtly:pserve • the right to have this product or material tested for quality assurance purposes. If this products n3aterial 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/W&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 01/30/15, signed and sealed by Lynn Miller, P. H., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami— Dade iamiDade 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 her done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-0123.10 and consists of these pages 1 and 2, and evidence pages E-1,E-2 and E--3,as well as approval docurnent mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MIA1Mr•DADE COUNTY NOA No.1"128.11 c c .cs Expiration Date: February 17,2020 Approval Date: February 12,2015 e Page 1 t R PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 6666 1. Manufacturer's die drawings and sections. •.• •.•••• •••••• (Submitted under previous NOA No. 14-0123.10) •• .. .' 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD - I!M impact, sheets O 1••••%• through 22 of 22, prepared by manufacturer, dated 08/05/07 vA�* e* latest revised a4....; .0. .00. 01/3 0/15, signed and sealed by Lynn Miller,P.E. 660960 •0000• 9.... 96.60. ***so* 00.09 B. TESTS .. •• 000000 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94:0 •. 2)Uniform Static Air Pressure Test,Loading per FSC,T jO 0(4-94 3) Water Resistance Test,per FBC,TAS 20245.• : 6. 00: ;••••; 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.FTL---7554, dated 11/01/13,signed and sealed by Marlin D.Brinson,P.E. (Subinitted 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 Envy 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 FTL-5980 R, FTL -6001 R and FTL---6015-R have been revised and reissued on 12/29/09,all signed and sealed by Julio Gonzales,P.E. (Submitted under previous NOA No. 09-0826.10) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0128.11 Expiration Date: February 17,2020 Approval Date: February 12,2015 E=1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ." .... ...... ...... .... ...... B. TESTS (coNtwum)) •••••• • 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94." .000 • 2) Uniform Static Air Pressure Test Loading 2jer.fD eC,TA90202 94 **:*0. . .. . ..... 3)Water Resistance Test,per FBC,TAS 202--811'..' '..•.. 0000:0 4)Large Missile Impact Test per FBC,TAS 2t4-F4.- 0 .' 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 ;..0;0 :0000: 6}Forced En Test,per FBC 2411.3.2.1 an4 TA50202 94 :....: Entry along with marked up drawings and installation diagram of alumin�i•$lidirig Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-59809 FTL-5993, FTL--6036, FTL-6001, FT"014, FTL-6015, FTL--6017, FTL--6023, FTL-6024, FTL 6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036,all dated 08/10/09,signed and sealed by Julio Gonzales,P. E. (Submitted 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 5ah Edition (2014), prepared by manufacturer,dated 01/30/15, signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTM E130049 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. 11--0624.02 issued to E.I.DuPont DeNeinours & Co.,Inc. for their"DuPont SentiyGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC Sob 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 01124/14,signed and sealed by Lyme Miller,P.E. (Submitted under previota NOA No. 14-0123.10) 3. Statement letter of no financial interest, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller,P.E. (Submitted_ under previorq NOA No. 14-0123.10) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0128.11 Expiration Date: February 17,2020 Approval Date: February 12,2015 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •""• 6666 6666.. 600.00 9960 990009 F. STATEMENTS(CONTINUED) 0000000 6666.. 4. Laboratory compliance letter for Test Report No. FTL--7554,Kssued by YdAd tt;�ation' Testing Laboratory,Inc.,dated 11/01/13,signed and sealed by U441tl D. Brtgsgn,P.E*0:6 g ..966 (Submitted under previous NDA No.14 0123.10) ' 6666 .. . 666600 5. Proposal issued by Product Control,dated 08/12/13,signed by IfteI). Gascon,P.E. •; (Submitted under previous NOA No. 14-0123.10) ' ' ' ' *see**6. Laboratory compliance letter for Test Reports No.'s FTL�-5989.R,f T1A6666.. 90 .• t an4•••- FTL--5015--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 FTLr-5980, FTLr5993, FTL--6036, FTL-6001, FT"014, ETL-6015, FTL-6017, FTL-6023, FTL-6024, FT"025, FT"028, PTL,-6031, FTL,-6033 and FT1,6036, issued by Fenestration Testing Laboratory, Inc., all dated 08110/09, 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 & 31%09, 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 tinder previous NDA No. 09-0826;.10) G. OTHERS 1. Notice of Acceptance No. 14-0123.10, issued to PGT Industries, Inc. for their Series "SGD 770 Aluminum Sliding Glass Doors tiv/ 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 E--3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: Frerrre Min Edge Min r G` Anohor Substrate INCLUDING POCKETS &90°/135°CORNERS ( Member Dle. Ert� rtt ne e(MUL 2 eemb t1416,s GENERAL NOTES 1 14'Elco Utmmn Ung-uled CMU,(ASTM CSO) Jamb eery 2.112' 1-114• 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU ASTM M.min 2 ked p ut Jambwd 2.112' 13/4' 2)DESIGN PRESSURES: 114'Et*o 4fo S 8. MOM min.3.36 ked Head/SlmJemb 1• I4/4' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 CreteFlex Ungrouted CMU,(ASTM C-90) Jamb oNy 2.112' 1414• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. P.T. Wham Pine G20. He IWJemb 1• 1.386' 3 ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114'Ef40 U lm= Conemle Main'288 C4 Ha b wd — 1' 13/8` PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT U routed CMP ASTM 0.6 Jamb on1 1° 1-114• WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,18$or410 P.T.Sotditem Flag(SG2o.66j Heed/SiWJamb aw 1.3/8' BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 8-14. S.S.sMs, a..... ' HeadJ81A/Jamb 38" o.Osi' 3 (mbL 11 tS;M8 kt) etee4'Aw Hsad/Sdi/Je 318' 0.060` 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. Steel SWd,AGM Or.33' HeadiSgiamb 316' 0.0461' 5)INSTALLATION SCREWS,FRAME SPLICES.FRAME AND PANEL CORNERS TO BE SEALED WITH Conorste(mdn 3.276 ksl) haadl&Inklamb 1412' 1.38' NARROW JOINT SEALANT. 114•Elco 1&8 S.S. UrgmutMCMU,(ASTM Geo) Jamb Doty 2 1-1/4' B)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA`S,ANSI/AF&PA NDS FOR A99m•Gator Grouted CMU(ASTM CSO,min.2 kat grout) Jamb only 2' 2' WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. p.i.sou plea SG20.BB Hain Jamb 1" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE j P.T.Southam Pure 8020.68 Haadf=amb 6116' 1.38' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 012,Steel GMs Gs, Aluminum,6083-TVHaem�B/Jamb 38• 0.8w8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.Ii threaftfin)i Weed,A38' Headl=emb 3w 0.060' FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,A633 Or.33' Head/8611Jamb 38' 0.0461' TEST REPORTS:FTL-5980,FTL-6993,FTL-8001,FTL-6014,FTL-6016•FTL-6017•FTL-8022,FTL-6023• 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-8025,FTL-6028,FTL-8031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ""P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE RE01 IREMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAW NG MAP 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BU,-KS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR Gf EATER.1X AND 2X BUCKS SHEET (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK Of SIGN AND INSTALLATION IS THE GENERAL NOTES.............1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS..........2-3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENTORIDA BUILDING CODE AND TO GLAZING DETAILS............4,6 FI BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. l ANCHORAGE.....................6-14 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON HRINK,NON-METALLIC GROUT, DESIGN PRESSURES.......6-8 MAX.1W THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FE T PAPER OR MASTIC IS ELEVATIONS................. 15,16 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&8 1 CROSS SECTIONS............18.10 PARTS LIST.......................20 Glass Desarlp8on(Lalad from Exterlar to Interior) EXTRUSIONS...... 21.22 .............. G3 7118'Laminated: Liles of 3116'HS Glass lvlih.080'PVB Intedayer PRODUCT RENHWED tee oor*yda&war*a FloA% 03A 6116"Laminated: Was of 114'HS Glees MOW PVB aterla r , 8uildiagCod0i1rJ A DESIGN PRESSURE RATING IMPACT RATfNO " 047116'Landuted:(2)Uses of WWI HS Glave w th.080'GG Inteda er Aeapterroe Pb G4A 8116'Laml Wed:(2)Utes of U4"H3 Glass utth AW SO Wada er SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL SHEETS 6,7&6 MISSILE IMPACT RESISTANCE G6 P Laminated LQ:3110'T Extedor Cep+318'Air 8 +7116°l mftted:(2)Utes*13118'HS(Meas YAth.090'PVB aterlay r t,t! GBA 1'Lmltnated LO:t/4•T Extedar Cap+6/18'Air 3 +7/18'Lemirmt4(2)Ltles of 3116'HS Glean with.090'PVS We r •• ••• Mix"'—;r.".1Y� rO P La Wrtated LO.:3/1OP T ExtedorCap+3Mr Air 8 oe+7/I V Laminated;(2)Utes of 3118'HS Oaae Mth.080.80 intedaye GLAZING NOTES: i : wl`�N� ' V/�" ,, GOA 1"Laminated LQ:114'TExterior Cep+6116'AIr 8 tee+7116•Laminated; )Utes of 311W 118 mase x401.060.80 "ANN"=ANNEALED • •• •: <�'� '3GE� :''•a,)Z�. G7 7116'laminated:(2)Lias of 3x18'ANN mese Wh.0110"SG Weds er "HS"=HEAT STRENGTHENED • • !M: 4. • • GTA s116'Laminated:(2)Ulea of 114•ANN Gass vdld.0�"80 al er T'=TEMPERED •• ••• •- ;' •No.9S7Q! i• O8 1•Leniraded LG.:3116'TExtedor Cap+318'Air Spate+7118°Laminated;(2)Liles of 3176'ANN mage with.0W 80 Inteda 'PVB"=DUPONT.090"BUTACITE PVB = ' GOA 1'Laminated LG.:1/4•TExtedor Cep+8118'Alr 8 cs+7116"Laminated;(2)Utes of 3118'ANN Glue w8h.060'SG lots r 'SG"=DUPONT.090"SENTRYGLAS = '•(.� {Tt"`(1tI"��- - '� •STATE OF!`}•(Iwi fo7o troblROLoovawvE GENERAL NOTES AND MAP : : : F` ;LORtvP�•'G� ft Vema PL Swv ' �l SERIES 770 ALUM.SGD-LM IMP " •�• '•1�r,NAt fiOR •�• eeaaMMt tears Sex OaYOas ane A.LYNN�ILLER,P.E. JRA fofO/f4 amr CERT.OFAUTH.09M SGC770 NTS 1 a 22 P@T0130 PJ=.069706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONURATIONS NOTES: EMPLE CONFIGURATIONS )ALLICONFIGURATIONS XASHOWNAREALSOAVAILABLEAS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL-Jw",-Jo-,-KVP OR-Ko-INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX W POCKET CONFIGURATION PER TABLES 1-3 PER TABLES 1-3 CAN BE OXXXp. J`r i r`d i 2)90'&135°CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT 111 a MAX.UNIT 9 3)FOR NOM.PANEL WIDTH,SEE TABLES 1.3 HEIGHT / I HEIGHT I PER TABLES 1-3 i s PER TABLES 1-3 i s °X°=OPERABLE PANEL, '0"=INOPERABLE PANEL, vocxsr I iX vocxcEr I °pPOCKET °- DETAIL LETTER °w°=WOOD OR METAL INSTALLATION 1-PANEL 2-PANE We°=CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATrIONS SHEET NUMBER NMAX.UNIT WIDTH MAX UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM,PANEL WIDTH NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.126" PER TABLES 1-3 PER TABLES 1-3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.888° 1 � I Jc i yl 7 t MAX 1 3 7 M AX HT PER PER TABLES 1-3 � � ' � TABLES 1-3 vocKErI 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS4 sea" MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH Ao NOM.PANEL WIDTH PER TABLES 1-3 9 PER TABLES 1.3 ennoftwINffie rma 112N 11.2N MAX.UNIT 7 IS s� MAX.UNIT 1 y HEIGHT NOTE Avvcp HEIGHT / I PER BFfEET, ay—! viii. f7 f ivi, PER TABLES 1-3 / / / / I s! TABLES 1 3 •• ••• �fl��l / aocifET j 7$ DCTERIOR •• ••`�•i E S.7 •i 5-PANEL CONFIGURATIONS o CORNER,TYP. ••• i�! No.68905• �i (OUTSIDE CORNER SHOWN, = INSIDE CORNER SIMILAR) NrYMBj^ wax A°dch,x eentoe-s ��'• RiTATE F �il(�v 10MTEc>ovaooYDi✓e EXAMPLE CONFIGURATIONS : • : �'. � omo?,'I ��y SERIES 770 ALUM.SGD-LM�IMP •• ••• /�'jl l 1,I `�• • • _ A.LYNN CVILLEN,$,E. • JR 70/10/14 awe crRr.ovaunixsaaae ® sc+ano NTS 2 a 22 POT0130 P.E.06e705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r EXAMPLE CONFIGURATIONS a I CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355.7116'@ 98"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-IW @ 120"HEIGHT LOCATIONS USING DETAIL"Jw','Jc°,"Kw"OR'Kc"INSTALLATION. NOM.PANEL WIDTH Nm EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 13 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION Ills fm ills lim 11h IT-�`r--- CAN BE OXXXp. 2)90°&136`CORNER CONFIGURATIONS CAN BE A COMBINATION MAX UNIT, Aa OF ANY 2 STRAIGHT CONFIGURATIONS. ill 98 OR 120°/ i 3)FOR NOM.PANEL WIDTH,SEE TABLES 13. PpgfET t 'X"=OPERABLE PANEL, '0"=INOPERABLE PANEL, -p � 'p"=POCKET 6-PANEL CONFIGURATIONS F—DETAIL LETTER MAX.UNIT WIDTH "w"=WOOD OR METAL INSTALLATION c°=CONCRETE INSTALLATION NOM.PANEL WIDTH SHEET NUMBER PER TABLES 13 -s�r---� Jc i DLO WIDTH=NOM.PANEL WIDTH-r vu j a DLO HEIGHT=DOOR UNIT HEIGHT-10.126" 1I MAX.UNIT PANEL HEIGHT=DOOR UNIT HEIGHT-1.868" HEIGHT 1 PER TABLES 1-3 Po_ET s, 7-PANEL CONFIGURATIONS i J MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 � t reamAY�Bwld�thoFlmWa MAX.UNo NIT 1 9 dw �20 HEIGHT t 12 PER TABLES 1-3 / / / / / / / / t � Mieml • itl c6iMr�• POCKET 8-PANEL CONFIGURATIONS �— •.• •.: ,•.No ye7oi :: 3 1 – ts L�27 mm rscxxa.00rawvE EXAMPLE CONFIGURATIONS i • eL • �� ••tomo••• G� • M vemx�rr wase •• • • • 31,t�A `'�• • ex (9et�i� SERIES 770 ALUM.SOD-LM KP •• ••• •:�jt l t t ` ••• JR 1WO114 crrsr oPavm.aaezat ® son no NTS 3 ar ZZ PQTO130 A.t.YNN.d 68705�•E. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLAZING DETAILS (G3, G3A, G4, G4A, G5&G5A 7/16"NOM. 7/16"NOM. 1"NOM. 3116'HS GLASS 3/16"HS GLASS--\ 3/16"HS GLASS .090"PVB .090"PVB •080"SO 3/16"HS GLASS 3118°HS GLASS 74 3116"HS GLASS 74 316"AIR SPACE 74 3/16"T GLASS 83 10 ottERIOR 82 314"NOM. XTERto 3�C NOM. 3/4"NOM. GLASS a I B`ITTE 50 GLASS B1TE BITE EXTE OR 80 80 a T9 64 54 88 7/16°LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 i I 9/16"NOM. 9/16"NOM. 1"NOM' i 3/10"HS GLASS 1/4"HS GLASS 1/4"HS GLASS off PVB .090"PVB .090"SG 3116"HS GLA 114"HSS GLASS 74 1/4' 1HS GLASS 74 6110"AIR SPACE 74 1/4"T GLASS 82 B2 $K3 EXTERIOR 3/4"NOM. EXTERIOR 3�4"NOM. GLASS GLASS Be G7 BITE a BITE EXTERIOR 81 FIKOUCrROMMW 64 64 as emnplyhv wllh the Vim de 55 eeltamacaee -0128- 11 AxoptvnwNe . �,f2� 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS PE G4A 1"LAMINATED I.G.GLASS,TYPE GSA T •• ••• �°a""� "iV' •• • • tau GLAZING NOTES: j •• •i •�r �Nv* i. 1/,q�� 'ANN"=ANNEALED ••• ••i �y � •ti�E1i F i l�� "HS"=HEAT STRENGTHENED 'T"=TEMPERED �'' No.58705 'PVB"=DUPONT.080"BUTACITE PVB �. "SG"=DUPONT.080"SENTRYGLAS • ••• •.1 • o I • G S:aa_• a 1070vcT5ChWO OYDXt� GLAZING DETAILS • • 0'.'k rE PRS' k OM a 84876 � • •• • � �0�•��• • ts4rt4eo reoo SERIES 770 ALUM.SGD-LM IMFl1FJ�l • • '�,;�pNAL�=o;` • e,&,aa©e saee — _7 R 10/70114 oem =7 OFAurH.#29M ° $ciD no NTS 4 a 22 POT0130 P.E.d 0705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLAZING DETAILS(G6, G6A, G7, G7A, G8&G8A r 7/18"NOM. + 11NOM. 3/18°HS GLASS 1"NOM. 3/18"ANN GLASS .090"SG 3/18"ANN GLASS .090"SG 3118"HS GLASS .090"Be 3H8"ANN GLASS- 31W AIR SPACE 74 3/18"ANN GLASS 74 316"AIR SPACE 74 3/18°T GLASS 3/16"T GLASS 83 83 OffERIOR 3/¢"NOM. 3/4"NOM. 3/4"NOM. GLASS 66 GLASS 66 GLASS BITE 611E EXTERIOR BITE EXTEEF IOR ` Cr � I 78 78 84 � fi5 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1"NOM. 9/18"NOM. l"NOM. 3/18"HS GLASS 3/16'ANN GLASS 090"SG 1/4°ANN GLASS .090"SG 3/16'HS GLA .090°SG 3/16"ANN GLASS 6/18"AIR SPACE r314'�NOM. 1/4"ANN GLASS 74 5116"AIR SPACE 74 114"T GLASS 1 114"T GLASS 82 83 � "NOM 314"NOM. ;LASS GLASS ;SITE SITE EXTRIOR EMMOR ZI 81 E 5466 $ tzo�idCodewddt Q>a Fbrida o 1"LAMINATED I.G.GLASS,TYPE GOA 9(16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A •• ••• • � Miami Dada Ou � GLAZING NOTES: i ••� \yt`a�P1I�l�ION�j/��,�� • •• • • • ��.]�. L� NSE •.,Fip �i "ANN"=ANNEALED • • • • • Q HS"=HEAT STRENGTHENED •• ••• •• • "T°=TEMPERED __ • t!�.58705 "PVB"=DUPONT.090"BUTACITE PVB _ 'SO'-DUPONT.090"SENTRYGL.AS 3 u II� ax am", erAaar: f tom re�a tNotooromvein.n GLAZING DETAILS • • • • •a r�Co�troR.•'G��: ne vEMc6 Fr 7s • • • • bi B;g".. ...e� \ ad« Oei)s804WD SERIES770ALUM.SGD,.l�II , ACT • • • • '�, n�A+.o,,� ae•same sm� aesa a°%nse. A...ilA4d1Yk P.E. JR OH4 0� cEw..oFAun i#187&8 son7m NTS 6 d22 POT0190 P.E.S68705 0:0 •• • • • • ••• • • •• •• • • • •• •• 0 •• • • • ••• • TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantifies Required,(for all approved Sill Height to Max.(+)DP configurations on Sheets 2&3) Maximum DP for all sizes:+001-80 (Water Iniitratlon Rating) (May be limited by Table 1A) For comer astragal anchorage on 80"or 1331 comer units,see aheet 11 SRIight ese (+)Design Table applies to Glace Dow Unit H8 M ) Pressure,psf Types 3,3A,S le 17,tra 8 7 O 73 O 7 D O 7/8" 17' see rote 3 &8A and the Stfle/Astragal 2" +48:87 shown below. Anohw Group rro w roup c roup Anc w Group1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 .114° +80.0 +1 + + F8+7 +1 + + 04+1 + +t C4+1 + + + + " +8Q0 24" rDLO Jamb a 8 8 8 8 8 8 8 8 8 8 a 8 8 8 SEE NOTES 1-3 P-hack 8+7 8+7 8+7 7+8 7+8 7t8 7+8 7+8 7+8 7+ 7+8 7+8 7+8 7+8 7+8 HeadlSHl C4+1 Ch+1 C4+1 74+1 C4+1 TiC4 C4+1 +1 74+1 +1 C4+1 04+1 04+1 C4+1 Cst+9 30" DLO b 8 B a 8 8 8 8 B 8 8 8 8 8 8 8 P-hook 8+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 Head/3fll C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Cat+1 C4+1 C4+1 C4+1 Cr1+1 C4+138" Jamb 8 8 8 8 8 8 8 8 8 ; 8 8 8 a 8 8 DLO p.I�k g+7 6+7 8+7 7+ 7+ 7+8 7+8 7+ 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH �— Headl3 C4+15471 C4+ U471 54+1 54+1 C4+1 64+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+9 C4+1 C4+1 42" �O Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 e a P-hook 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+g 7+8 7+8 W pl OH RATIO Z1 Head/SIII 04+2 04+2 04+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 C4+2 04+2 Ce + = O� 48" LO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 O P-hook 8+7 8+7 g+7 8+7 7+8 7+$ 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 48.87 PSF MAX.WHEN USING THE 3-114"SILL,POSITIVE WATER DP IS 80.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 80.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A NOM.PANEL WIDTH-7" 3),V,3-1/4"AND 2-1l2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX POSITIVE DESIGN PRESSURE�S SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLO)RIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT 5)DOOR SIZE TO COMPLY WITH CURRENT FSC EGRESS REQUIREMENTS WHEN REQUIRED. i DOOR UNIT HEIGHT-1.888" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Stralght Astragal Lockstile @ 96*Astragal tie @ 135'Astragal Lockstile @ Interlock P-hook Lackstile@Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135-Astragal T n0fide Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stfie Heavy-duty Stile Heavy-duty Stile Heavy-dutyStfle asnao gCoae Q Standard Astragal Outside corner Outside Inside AooeptanmNo Come �-� CAD Corner •• •• blimnr M& ttck4:1 rbw. Inside • • • • �� V 4 INV M! ��ii Corner Outside • •• • •J��•� �"" /Cis �� InsideCwner Croner • •• • • • • �+ ��NSF '•. p Part#61(Stile) Part#61(Stile) •• ••• •• • Part 960(x2) Part 960 Part 960 Part 960(Stile) Part 960 Part 9118(Comer Part 9319(Out.) Parts 931 a//32 Part 1162 • ��8705 Part 967(Astragal) Receiver) Part 9320(In.) (Corn.&Fxd Mount) 13. romrecEdvaooroaveDPANDANCHOR40E • • ; • ';b�� Fzdctq►. arae a VEN=FLSIZ6 m" • • .'�; ','01•E o� tee,J�reoa SERIES 770 ALUM.SGOwdll+llA ACT • • • rrr� 1thy` 8=�e +.� �,.we. atrrlr� R6R,P E. JR 1011004 GERr.Oraurrc#29M ®wFaw. 6�ORM15 Dow inri90D 770 NTS B d 22 PQT0130 P.E&68705 • • • • • ••• • • • •• •• ••• • •• •• ••• • • ••• • J TABLE 2: r Design Pressure(DP)and Anchor QuanNes Required,(for all approved conligurallons on Sheets 2&3) Maximum DP for all sizes:+801-80 For corner astragal anchorage on 90'or 138°comer units,see et"t 11 (May be 9mked by Table 2A) Table applies to Glass Types Door Urd Retold B8 1 108 1141 120' 4,4A.6,6A,7.7A,8&6A FRw OLO 7&7 70.71 91• 07-T/8•' LO 103.7 'DLO 109.7/8'DLO and the safe I Aetragal types rGroup Anotrortkwp r roup roup Art. r Oro r Group a tl Aa r roup shown below. 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 9 4 1 2 3 4 +1 C4+1 CS4 41 C4+1 * + + + CA+ + + +1 C4+1 + + + + + 101+1 + 1 + + +1 CA+ + +24' DL Jamb 6 8 8 8 8 8 8 8 8 a 6 8 B 6 a t0 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10P-hook 6+7 6+7 5+7 7+8 7+8 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+8 748 ;7+8 8+9 8+9 49 8r8 6+9 8+ 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10tleanm C4+1 C441 G6+1 C4+1 G6+1 CA+1 04+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 CA*1 *l C4+1 C4+1 CA+1 04+1 C4+1 0441 01+1 Gf41 C4N CA41 CAN C4+1 C4+1 G1+7 C4N C4+1 30• Dl0 Jamb 8 a 8 8 8 8 a 8 a a 6 a a 8 'a 10 10 t0 10 10 10 t0 1 10 10 10 10 10 10 10 10 P4t0ok8+7 6+7 6+7 7+8 7+a 7+6 7+8 7+B 7+a 7+8 7+0 T+8 7+6 7+6 7+8 a*9 g+9 9+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9410 0+10 HoWS111 04+1 04+1 04+1 04+1 C4+1 C1+1 C4+1 C4+1 C441 C4+1 C4+1 C4+1 C4+1 C1+1 1 C4+1 04+1 CA+1'W&7+71C4+1 0441 CA+1 112 -91-2 1 C4+1 C4+1 C4+t CA+1 CA+1 G+1 CA+1 38° Jamb 8 6 8 8 $ 8 $ 8 8 $ 6 8 6 B 8 - B 10 10 10 10 10 10 10 10 10 10 10 10 10 16 DLO P6wak 8+7 0+7 8+7 8+7 +$ 7+6 7+8 748 T+8 746 7+8 7+8 7+8 7+8 7+8 ,7+8 B+9 8+9 f1+9 8+9 8+9 B+B 8+9 9+10 9+10 9+10 9+10 9+10 8+10 9+10 F1ead/30 C3+1 C4*1 C4.1 CA+1 Cd+t C4+1 CM1 CS+1 C6+1 C4+1 CA+ +1 C4+1 C4+1 C4+1 + C4N GiN C4+ C4+1 CA+1 CA+1 04+1 1 CA+1C8+1 C8+1 C4+1 C4+1 CS*1 C8+14r Jamb 8 6 8 8 a 8 8 a 8 8 a a 8 8 a 8 10 10 10 10 10 10 10 10 10 10 10 10 10E- P-'-k DLO 8+7 8+7 6+T 8+7 7+ +8 748 T*8 7 7+8 7+8 7+8 7+g + 7+B ;+8 8+9 8+9 8+8 8+9 849 8+9 $+9 9+10 9+109+10 9+10 9+10 8+10Bad18111 0442 04+2 CM2 C4+2 CA+2 C4+2 C4+2 C4+2 +-2 C4+2 C4+2 U--2 C4+2 C4+2 C4+2 06+2 04+2 CA+2 04+2 0442 C442 OM1+2 C8+2 2 06+2 C6+2 C6+2 C8+2 C6+2 Cb+248° JMiDamb a a a 8 a 8 8 a 8 6 8 a 8 a 6 8 10 10 10 10 1 10 10 10 10 10 10 t0 10P-hook 0+7 6+7 6+7 0+7 7+8 7+8 7+8 7*8 7+8 7+8 7+0 Wa 7+a 7+e 7+$ 7+a $+9 6+9 8+9 a+9 8+9 8+96+g 0 0+10 9+10 9+10 0+10 9+1tt 9N0 HeaMM C4+2 04+2 04+2 C4+2 C4+2 04+2 C4+2 CA+2 C4+2 01+2 C4+2 C4+2 C1+2 C6+2 C4+2 4-2 61' �� Jamb 6 8 8 8 8 8 8 B $ $ 8 8 8 8 $ 8 P-lwok 6+7 6+7 6+7 6+7 7+6 7+8 7+a 7+8 7+8 7+8 7+6 7+8 T+B 7+8 8 7+8 Not available In these sizes Head190 0442 C4+2 C4+2 C4+2 G4+2 C6+2 01+2 Gt+2 + +2 C4+2 CA42 2 0t+ C542 DLO '� $ 8 8 6 $ 8 8 B $ a 8 8 0 8 B 8 P4=k 0+7 a+7 6+7 6+7 7+8 1 7+81 748 7+8 7+8 7+81 748 7+8 7+8 7+8 + 7+8 NOTES: O= EXAMPLE ON SHEET 9 DLO WIDTH= 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 31/4°SILL. NOM.PANEL WIDTH-7" 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4'SILL, TABLE 2A: POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE W SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to MSX.(+)DPOH LENGTH I� DLO HEIGHT= (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) DOOR UNIT HEIGHT-10.126' 3)4°,3.1l4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" Sill Riser Height SILL IS NOT AND MIDST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design S2 = POSITIVE DESIGN PRESSURES SHOWN W TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED,BY (Flet or Box,see w PANEL HEIGHT ,p Y Pressure, = OH RATIO 2 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM};THIS CONDITION43 Street 17) = DOOR UNIT HEIGHT-1.888° NOT RATED FOR WATER INFILTRATION. Flush-1.1/2° see note 3 0 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low 2-1/2• +4 6)DOOR SIZE TO COMPLY WITH CURRENT FOO EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/41 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE IHigh-4' +00.0 OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO=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 LoeksUle @Jamb Straight Astragal Lockstile® 90°Astragal Lockstile @ 135'Astragal Lockstile Ce palxurertl9Huwnn Assembly Straight Astragal Assembly 90°Astragal Assembl 135'Astragal a aoempl➢mBwuhtliaFtorlda Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Hea, utySt6e Hear/-duty Stile Heavy-duty Stile HeavydutySUle avltdh+aCode� Aatptasa Na Standard Astragal Outside Corner outside Inside 0 I Corner Corner t`� •• a�� •'r-u�� • r Inside • •a i i ��,�0� Corner` Outside • •• • • • •�1 �i ...... t• •'•0 Sic•'• i Inside Comer Corrrer •• • • • • • •P • 61 Stfie) Part#61(x2) Part 061 Part 861 Part 67 (Stile) Part 061 Part 961 Part#118((Comer Part 0119(Out.) Pam#31(&#32 Part 861 _ *' • i�o 58705 Part#67{Astragal) Receiver) Part#120(In.) (Corn.&Fxd Mount) _ - sS . . RnWfir. Oftw7orEcwnroLoovoRnr6 DPANDANCHORAGE •• • • • • ;r�`c•6•.Float • G�� Ill VQ41CP,Pi$4176 *+� • •• • • • �i 6s4rJ4aaaeoo SERIES 770ALUM.SGDr'L'M IMPACT . • ��,�MA•►�•�1,, a+imrbfee ewx a+e� aa.Wm rar. A.Ly"MIM P.E. -� jR 1�tt)H4 a CERr.CFAUM.olazaa eaa77o NTS 7 d 22 PQT013D P.E.65e705 ••• • • • • ••• • • •• • • • •• •• TABLE 3: TABLE 3A. Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum OP shown below Sill Height to Max.(+)DP For comer astragal ancborese on 9o"or 136"comer units,see cheat 11 (May be limited by Table 3A) (Water Infiltration Rating) Door Unit Height Sill Riser Height (+)Design Table applies to Glass Typos 4,4A, 80 84" BY86" 102° (Fiat or Box,aee 8,8:1.7,7A, 8&&A and the Stile •71 /8"DLO 79-71F O D O -/ D Sheet 17) Pere,psi Aatragal types shown below. chor roup or Group Anchor roup rm or roup nc roup Flush-1-112" see nota 3 1 2 3 4 1 2 3 4 1 2 3 4 '1 Z 3 4 1 2 3 4J��i Low-2-112" +48.67 Pressure t.90 0 e +1-75.0Pe Medium.3-1/4' +60.0 241 17" HeadrShc 04+1 C4+1 04+1 04+1 04+1 04+1 04+1 04+1 04+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 CA+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 High-4- +90.0 DLO Jamb 8 8 8 8 8 8 8 B 8 8 8 & 8 8 0 I 10 101 10 1 10 1D 10 10 10 SEE NOTES 1-3 P-hook 6+7 0+7 8+7 6+7 748 7+8 7+8 7+8 7+8 7+9 7+8 7+8 +8 7+8 7+8 7+8 8+9 8+9 8+8 8+9 8+9 8+9 6+9 8+8 Oast n Pressure +/80.0 +/-82.6 +1. a Pat 30" 23" Head/816 04+1 04+9 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4t1 C4+1 1 C4+1 d1+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 c DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 a 10 10 10 10 10 10 10 10 P•hodk 6+7 8+7 8+7 6+7 7+8 748 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+8 8+9 8+9 8+9 8+9 8+8 8+g Dedtgn Pressen 0.0 psi +1.82.8 pet +1-78.0 pat " 28" HoWS11 C4+1 04+1 C4+2 C4+2:04+1104+1104+21X-2 C4+1 04+1 08+2 C8+2 04+1 C4+1 Ca+2 C�+2 C4+1 C4+1105+1[05+1 C4+1 _C4+1 08+1 00+1 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 8 10 10 10 10 10 10 10 to P•hook 8+7 8+7 8+7 8+7 7+8 7+8 748 7+8 7+8 7+8 7+8 7+8 7+8 8+8 8+9 8+8 8+n 8+8 8+8 8+9 8+9 8+9 8+8 8+8 ` Design Pressare N90.0 pat +/82.6 pat +1-78.0 t OH LENGTH h+ 42' 36" Head/SgI 0442 C4+2 04+2 04+2 04+2 04+2 05+2 C6+2 C6+2 06+2 05+2 05+2 C5+2 05+2 C5+2 Ca+2 CB+2 C8+2 C8+2 C6+2 08+2 08+2 06+2 C6+2 DLO Jamb 8 B a 8 8 8 6 8 8 8 10 a 8 8 10 8 10 10 10 10 10 10 10 10 L9 P•hook 8+7 7+8 7+6 7+8 7+9 7+8 7+8 748 7+8 8+8 8+9 8+8 1 9 8+9 8+9 8t9 8+9 8+8 8+9 8+8 8+8 8+9 8+9 8+9 w = OH RATIO 21 Design Proeeere +/90.0 pal I See Note A bslolu 1 +1.82.8 s1 +1.76.0 pat =O c 49' 41" Head/Sfll C4+2 04+2 C642 C6+2 C4+2 08+2 05+2 C8+2 C6+2 05+2 C8+2 C6+2 C6+2 C6+2 C8+2 C8+2 C6+2 C8+2 C6+2 C6+2 C8+2 C8+2 C8+2 C6+2 DLO Jamb 8 8 e a a 8 10 8 8 8 10 a 8 8 10 8 10 10 10 10 10 10 10 10 I P-hook 6+717+81 7+6 1 7+8 7+8 1 9+9 1 8+9 1 849 9+8 8+9 8+9 8+9 9+10 8+10 9+10 8+8 111+101V+10 8+10 8+8 19+1019+1019+10 —k— FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,0&7A,8&8A; +/-67.1 FOR GLASS TYPE 7 NOTES: OH RATIO=ON LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-i/2"SILL,POSITIVE WATER DP IS 40.67 PSF MAX.WHEN USING THE 3.1/4°SIU-i POSITIVE WATER NOM,PANEL WIDTH-7" DP IS 80.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER OP IS 80.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4',3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL 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-1.888" 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)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 DIMENSIONS AND SHEETS 18&18 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstlle@Jamb Straight Astragal Lockstile@ 90*Astragal Lockst#e@ 135*Astragal LccksdleQ pn CrRePmNBD Assembly Straight Astragal Assembly 9T Astragal Assembly 135*Astragal mcomplybe With the Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile nWlalagCaft Inside • • Ali No Heavy-duty Astr 8al Outsld Outside orner Cor�r" M;azf r ut-.r • i • ` • {GO O Corner Outside • • • •: �'.' ENS !F �� Inside mer Corner Part f161(Shce) Part part#119(out.) Part#61(St#e) ••• • •• • • • NQ•i��06 P.1,1161(.1) Part#61 Part#61 part#68(Astragal) Part 1161 Part#118(Corner part#120(in.) Parts#31&932 PASA = pecetver) (Corn.&Fxd Mount) ; 0q5• Akl: romrsatrxaooraarvs DPANDANCHORAGEN. • • • • • • k .,,<oarQ {��_` �r �FL s4are SERIES 770 ALUM.SGD-LU1MI1• •1• • • : •�r'Z��NN t 'Ek`', S.1.90* ems arse • I'.Mfa • • w A L�lP"AI ,RE a.JR �itU14 a� cera.m Akmcszeze9 ® soa no )YTS 8 d 22 POGTDIX P.E#aero5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J. NO FRAME "7+8'P-HOOK ANCHORAGE CONSISTS OF: SEE"C6"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE•C5"CLUSTER MAX•UNIT WIDTH DETAILS,SHEET 10 SPLICE REQUIRED(� (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR sEE"�"CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"CB" SHEET 10 FOR INTERLOCK 24"MAX•O.C. THIS POCKETS AND 60" M. CLUSTERSEE SHEET SEE POCKET 8 P-HOOK _ PANEL WIDTH DETAILS,SHEET 11 x x () r—_ ____ x c�� x x x x 8"b1AX. JAMB MOUNTING x x x x x x x x x x x INSTALLATION, ADAPTER 9' x x x x x x x x x x THIS SHEET ANCHORS MIDWAY l a-MAX. &SHEET t4 BETWEEN P-HOOK ® IoI 4 PAIRS OF ANCHORS&AT 3" II ' x=FRAME x ox ANCHORS 'M FROM BOTTOM ' 14• I®I li ANCHORS UNIT21•MAX. ANCHORS) ::. MAX.O.C.' HEIGHT O.C. PER JAMB 4.051" '8"MAX.TO OPENING i ®I I 14•MAX.O.C. P-HOOK EDGE OF POCKET SEE i I Q ANCHORS x x (SEE JAMB INSTALLATION i I®I DETAIL DETAILS'Je&'Kd, i ' ' I0I m o=P-HOOK BELOW) END PANEL SHEET 14&PART g I®Ii i W MOUNTING x ANCHORAGE DETAILS'J'&K', e� 1 I o 5"MAX ADAPTER x 24"MAX. (2 ANCHORS) SHEET 19 FOR i �-i® j ANCHORS O.C. P-HOOK I --___e'MAX. l x xx -x ✓ ENDPANEL x "ANCHORAGE ANCHORS END PANEL x, x x xx xx x x x xx xx x . x' x x 6-MAX. ANCHORAGE(SEE ANCHORAGE - x' x xx x x, ,+2„ "+� SKETCH BELOW) (SEE SKETCH BELONG •+2. "+2' •+YANCHORAGE ANCHORAGE r CENTERLINE 8-MAX.,TYP. ANSORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX. EXAMPLE:5-PANEL 2 TRACK 90"OUTSIDE CORNER- 2MoX ,,-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUB TRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE 7— J 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8:_ xTE HEAD OR SILL IF A SPLICE 80" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK. NOM. < • INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOC6�AND STRAIGHT AND CORNER MAX, PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF A(?DITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL.ADDITIONAL ANCHORS 24"O.C. [MUM. FOR INTERLOCK I " ANCHORS AT THE MIDPOINT OF END PANELS ARE ONL b.64" "+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOF! CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT CB g, 8"MAX REQUIRED AS PER THE FIGURE AT RIGHT: 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 TROPRIATE TABLES,SHEETS 6.8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR PftODUCf RHNBWRD "+2"ANCHORAGEas cmxplyk*vAtlhtlw FWAs A, REQUIRES SEE"C6"CLUSTER' END PANEL BUM ngCode 1G- CENTERLINE CENTERLINE "CB"CLUSTER,SEE OF DETAILS SHEET 10. OF ANCHORAGE h�cM+� ° '- �J'� • O • ' FOR ASTRAGAL; (2 ANCHORS DETAILS,SHEET 11 ) 8° WTERLOCK AS i • 4.051" I 3.6° I MAX. •• y u I • • • • �QOCSI.�tiNMM/��'� & •...� ( r 00 EXTERIOR CENTERLINE "+2"ANCHORAGE CENTERLINE "+2"ANCHORAGE CENTERLWE _ No.58715 ^ OF PANEL 3 OF PANEL 4 OF PANEL b _ - SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS - O rpm �Tw� tscm ooymw ANCHORAGE SPACING&EX4MPL9PfAN.A Ftemos••:b�t' A VEN=R 84275 ,� • •, S • • • • {earyasarpoo SERIES 770 ALUM.SGD-LM IMPA • •• ••;�� ✓ONAI-N M1110 16' �• •• k�WJR 1�fOH4 �a CeR otnvnr.metse ° soorro NTS 8 d 22 PQT0130 P.eseeeros ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r 6'DIAL. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE I, ASTRAGAL OR SPLICE LOCATION 2,04^ INTERLOCK--j—IF NEEDED INTERLOCK--I CONDITION,USE INTERLOCK IF NEEDED 2.04° CENTERLINE I CENTERLINE "C8"CLUSTER DETAIL) CENTERLINE 1.76" 8"DIAG. 7° 7' + 3.6" 21" 1.76° IAO. "DIG MAX. O.C. pCTE 2,04° 2.04" 21• Crj � W5.64- MAX EXfERiOR 35" r, EXTEMOR4°DIAG. T° ExTs OR 7" 3.6" O.C. 7" 8"MAX. v 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEADISILL 2 TRACK FRAME HEAD/SILL 5 g4" W ASTRAGAL OR INTERLOCK (tA ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK 2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 8"MAX ANCHORS ARE REQUIRED,"C4' ANCHORS ARE REQUIRED,"C5°) ANCHORS ARE REQU67ED,'M ANCHOR PAIR 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR�SPLICE LOCATION 8"DIAG. FRAME JAMB INTERLOCK--l—IF NEEDED INTERLOCK►' CONDITION,USE INTERLOCK IF NEEDED2' " ANCHOR PAIR CENTERLINE I CENTERLINE CS'CLUSTER DETAIL) CENTERLINE 3.6" 3.5' 3.5" T" ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT.OR INT. 2�, 4"D� MAX. TRACK(INT.SHOWN) 4.08" 408" O.C. 2.04" 6.84° NOTES; 1.ALL DIMENSIONS SHOWN EXTERIOR ° Ex7,JE�R,10R 4"DIAG. ExT�el,ort 3.6° ARE BASED ON MIN. 3•TRACK FRAME HEAD/SILL v 3 TRACK FRAME HEADISH L �! 3-TRACK FRAME HEAD(SILL 30 8°MAX ALLOWED. ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK �� 2.FOR HEAD OR SILL SPLICE Cad (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER 13 1 FtF►CK FRAME JAMB LOCATIONS/ANCHORAGE AT ANCHORS ARE REQUIRED,°C4) ANCHORS ARE REQUIRED,'05) I ANCHORS ARE REQUIRED,"CT) ANCHOR PAIR P-HOOK SEE SHEET 9. (FOR SPLICE FOR SPLICED ASTRAGAL OR LOCATION ASTRAGAL OR (FOR SPLICE I ASTRAGAL OR� CONDITION,DO NOT CONDITIONS ONLY: INTERLOCK IF NEEDED INTERLOCK INTERLOCK SPLICE LOCATION CENTERLINE CENTERLINE I CONDITION,USE CENTERLINE USE THIS DETAIL) C8°CLUSTER DETAIL) \IF NEEDED 1.7b" 3.5" 3.b" 3.6° 3.5' 2.04" 4°DIAG. 2.04" 4"DIAG. 2.04' avcm>ory'ewith dwFlortde Bund tagCom -14 2.04" 6.37"DIAG. 4"DIAG. A No 'Dob �-fir 1- 4.08° —4-D . I 2.04" M(o'i Dade l�{ rponn i •• t / EXTERtt3R XTF E RDR • -•QSr P •7" EXTERIOR 7" 3.5" 3 " GS l .Q�ii nn� • LNti•• ID 4-TRACK FRAME HEAD/SRL .014-TRACK FRAME HEADISILL V 4-TRACK FRAME HEADISILL • • • • CK i•,pr • 0 ASTRAGAL OR INTERLOCK 90 ASTRAGAL OR INTERLOCK (M ASTRAGAL OR INTERLO •• •• _ !• Na!g87o6 • ':•• (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C87 ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"05-) WITH&WITHOUT SPLICE CONDITION ='0'• tAl ' p E :• - o� wm>�cr♦xaoorv>znrs ANCHORAGE EXAMPLE CLUSTER'ut • i �rC^t y tQRIop, .6 "e ,Baer awx (taNtMT1FL t94�6 SERIES 770ALUM.SGO-LM IMPA •• •• •� j��Al'rt��`�� eacasaaec eax erwe' a,.,sssti ox A LYA MILLER,Re • JR HOH4ammw GEREOPama.#=W ® ac rno NTS 10 d 22 PG7D130 P.EJ58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.04° 2.04" NTEMOR 2.04" INTERIOR 2.04° NOTES: INTERIOR NT1 ER10R 7" 1.ALL DIMENSIONS SHOWN ••., ARE BASED ON MINIMUM 's 6.12" ?4'DIAG. 6.12" ?4'DIAG. 8843.6° O-INTERWOR . ALLOWED.2.DETAILS DEPICT ANCHORTIS EPoOR 90° INTERIOR 3 7411TFR1 ° QUANTITY AND SPACING, 3xTERtJ AND WOULD BE IDENTICAL * 69 EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIORCORNER CONFIGURATIONS.4" 3.6° EXTERIOR °+1°ANCHOR3.8' 4° 3.b' 4"2.04° 2.04" 2 " IXTEwoR 4" 2 048.94" MMOR 90°CORNER 90°CORNER 135° RNER 136°CORNER z 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL I_ CENTERLINE O m (USE WHERE 4 CLUSTER (USE WHERE 6 ORO CLUSTER (USE WHERE4 CLUSTER (USE WHERE 6 OR 5 CLUSTER �OF PANEL ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,°CB") ANCHORS ARE REQUIRED,°M ANCHORS ARE REQUIRED,'2T) Z o v 4.08° +2"ANCHOR WTEMOR e INTEM EXTERKIR OR 408° "+1"ANCHOR 2.04" N 4° 7.41° 4°DIAG. � UdTEPoOR 3.6" INTERE_OR I 14 4 136• 3 6° CENTERLINE Q EXTERIOR OF PANEL a 3 3.6' OF ^ z 4.08" 4.08° 7° �Z vi!!� AG. 5.37" G. CENTERLINE W O 3.5' 4" 3.6" 4 OF PANEL 2.04" 4°DIAG. IL a w EXTERIOR 7" EXTERIOR 7° 4° ERIOR ALL °+2"ANCHOR 3.6" O� t� 90°CORNER 135°CORNER n.R VIEWS CENTERLINE 0. a 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V ('C8°ANCHOR CLUSTER REQUIRED (°C8'ANCHOR CLUSTER REQUIRED OFPANELti AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DIAG. 2-TRACK FRAME HEAD/SILL LAYOUT INTERMEDIATE ANCHOR LAYOUT INTERIOR 8.12" INTERIOR 2.04" 2.04° .1 3.5° � m EXTERIOR ,,,�CENTERLINE 4° INTERIOR 6'8� OF PANEL TIN EMOR 90° 3.5" 135' "+3°ANCHOR q" 2.04° 7° VROOUCTRmamw w pvaomplyhlgwlOtiBeFb>ids Q 8. coft 12° D 6.12" G 3.5' j 4.08" pweptanoa No 7' NETERIOR �j 1liumi ft.Nk P P`5:nlm N � s[Q 2,04° 3.5' 4° 4"DIAG. �^ 3.6" 3.5" I ••• •• • "� z= �" EXTERIOR 4" CENTERLINE • �1%�N�,LYiIN}I4/4f�ii4 e%TERIpR " 2.04° OF PANEL • • \�• c4i s w • 90*CORNER 135 CORNER •��, • • i P K 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL •• •• !'• No 5R7� •' ` DRAFrwGc rcTSNc. (°C6"ANCHOR CLUSTER REQUIRED ("C8'ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT i AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) - ' J S :w' NA en rte.�Rrz • • �••' T f�OF •t/ DATE: 4070 nW4aoorDRA. ANCHORAGE,EXAMPLE CLUSTERS • %%<�1•'.�!'t Io?'.•' :�o 041128115 k Vawm FL 34276' Tmc • .' S •...� y • DRAWING® Ise,yeea4sn3 SERIES 770 ALUM.SGO-LM IMPA ' •• •;•�i, PtlA1 1�•'" • • 15-112 s"rasaac sme; smx w.,eow �^ A.L1MTN'MILi@�.P.� • -%FCr JR 10HOH4 CERLOPAtlRL92 W 806770 NTS 11 a 22 POT0130 P.E.&63705 I! OF 15 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ir 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 2-1H6"' 2-1/18"' 2-1/18"' NOTES: EXTERIOR 114" 114" 1/4" 1.ALL DIMENSIONS MAX. MAX. MAX SHOWN ARE BASED i SHIM EXTERIOR a SHIM EXTEM SHIM ON MIN.ALLOWED. EMBEDMENT: 2.METAL OR WOOD r �� { SUBSTRATE MAY BE SEE TABLE A, J USED FORALL FRAME SHEET 1 TYPES PER TABLE A, WOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR 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 ® 2 TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL O.C.L WOOD INSTALLATION �WOOD INSTALLATION ®METAL INSTALLATION MIN 4"(HEAD&SIL) OR 8"(JAMB)SEE WOO 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 NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(1/4"MAX.) 1 SHEET 1 1 SHEET 1 1 (1/4"MAX.) ,'.«>• 1 (1/4"MAX) h.. EXTERIOR I T ` .� EXTERIOR _ EXTER of EMBEDMENT:SEE 1�3TABLE A.SHEET 1 2-1/18"• 2-1118"' �2-1118"' EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A.SHEET 1 SEE TABLE A SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 da 2-TRACK FRAME j6Eh 3-TRACK WOOD IN LATIION LL WOOD INSTALLATION LATION ME SILL ®METAL INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 -'I SHEET 1 EDGE DISTANCE: METAL TYP., Mu EMBEDMENT:SEE SEE TACE A, SEE ANCHOR TABLE A,SHEE12-' SHE 1 NOTE 4,SHEET 1 2X WOODGE DISTANCE: 2X WOOD SEE TABLE A, PRODIJCf R@NbWlSD TYP.,SEE ANCHOR TYP.,SEE ANCHOR 3HEET1 avoon+piyboywilhtBePkd4e NOTE 3,SHEET 1 NOTE 3,SHEET 1 SMS ANCHOR TYP., Buildlag 6b8e SEE ANCHOR NOTES A+n}rsaHo 1��j. WOOD ANCHOR TYP., /18°' 2-9118"• &TABLE A.SHEET 1 MIN OF 3 SEE ANCHOR NOTESWOOD ANCHOR TYP., THREAQ% &TABLE A.SHEET 1 SEE ANCHOR NOTES BEYONND THE•• • �P �/ • &TABLE A,SHEET 1 • .. N . ff// EXTERIOR EXTERIOR METAL • •`�$O,i' •ip' EXTERIOR ft SUBSTI'�TE • y arcs •� • �j 71 1/4"MAX SHI114°MAX.SHIM 1+— V •• •• • • • •'•,i v 1/4"MAX,SHIM 1�— 'x N0.58705 ._ ® 2-TRACK FRAME JAMB ®3-TRACK FRAME JAMB 4 TRACK FRAME JAMB WOOD INSTALLATION WOOD INSTALLATION IwJ METAL INSTALLATION 9�•i 3 o f5 •1u user rtmse+e • • • %�•' •g� EO •+TyLy f079TECNNEILooVORNEANCHORAGE DETAILS • • 'sO,c+•.,,plroot-4 s�•;;� N VBJIC$FL 56878 *� 19aTy6 T�9 SERIES 770 ALUM.SGD-LM IMPAGI i • • is`9%Q��l` �4 • A.L A MILLE P.E. JR 10110/14 CERl,OFAUTM989898 0 80D-770 NTS 1'd a?? 1"7PG70130 P.E.assws ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6 J 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 i CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLEET 1 ON MIN,ALLOWED. A,SHEET 18°" PER TABLE 2-1/18"' PER TABLE 2-1/18°' A,SHEET 1 A,SHEET 1 1/4" 'DIAGONAL O.C.IS ExTE p :; ':' t , r MAX. MIN 4°(HEAD&SILL) 7- j SHIM OR B°(JAMB)SEE EMBEDMENT: 1/4" EXTERIOR 1/4" FXTFRIOR 0&11.DETAILS,SHEETS SEE TABLE A, MAX. MAX. H a 0&11. SHEET 1SHIM PROPERLY,*TE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR NP., WOOD BU ., HOR NOTES& WOOD BUCK TYP..SEE SEE ANCHOR NOTES& WOOD BUCK TYP„SEE SEE ANCHOR 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 ONCRETEE(ICK NSTALLATION CONCRETEE HEAD 3-TRACK INSTALLATION Ca CONCRETE HEAD 4-TRACK EIINSTAALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5,SHEET NOTE 5, NOTE 5, 1(1/4"MAX.) SHEET 1 SHEET 1 j (114"MAX.) =m 1 (1/4°MAX.) .• 1 EXTERIO J. EXTER40 _.,; (' •1 S EXTERIOR S '7 t J. 2-1118"•• � ,• CONCRETE 2-1/18°' 2-1118°' PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:9EE TABLE A,SHEET 1 SILL 41a�4-TRACK ILL CONCRETFRAME INSTALLATION Ec CONCRETE INSTALLATION UCONCRETE IINMSTSALLATION EMBEDMENT:SEE TABLE A,SHEET 1 _1 i'"'�~ EDGE DISTANCE: EMBEDMENT:SEE 1 SEE TABLE A, TABLE A,SHEET 1 --I _1 SHEET 1 EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE SEE TABLE A. 1 X WOOD BUCK TYP., `? TABLE A,SHEET 1 —� SHEET 1 SEE ANCHOR NOTE 3, ?. PROPERLY SECURED EDGE DISTANCE PROPERLY SECURED SHEET 1 SEE TABLE A, PA�UCT 1X WOO BUCK TYP., SHEET 1 1X WOOD BUCK TYP., .''2-1110'• as D SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONCJCMU ANCHOR SHEET 1 SWEET 1 TYP.,SEE ANCHOR Ho _ CONCJCMU ANCHOR2 1H6"' 2-1/16• NOTES&TABLE A, TYP.,SEE ANCHOR CONC./CMU ANCHOR SHEET 1 CONCRETE R NOTES&TABLE R TYP.,SEE ANCHOR OR OIMN • �„ SHEET 1 CONCRETE NOTES&TABLE A, EXTERIOR PEI;TABLE •�� I d i • EXTERIOR OR CMU EXTERIOR SHEET 1 CONCRETE A.SHCET 1 • Q j ��fr�sg••• 1/4"MAX SHIM h— PER TABLE ', OR CMU • r!: • • • * - • A,SHEET 1 114°MAX.SHIM - I PER TABLE •• •• • He 4�870,A ••, • A SHEET 1 114"MAX.SHIM I+- 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB (90 CONCRETE/CMU INSTALLATION Fio CONCRETE/CMU INSTALLATION CONCRETE/CMU INSTA�LATI _3:i ) is 1 111 toxoTED�DRW ANCHORAGE DETAILS • • 5;•�L��°P'�b>, V&J c SERIES 770 ALLINI.SGD-LM IMPASS i i i i e �S f • • �RnII� eMaxos+t smr ema: A.VM MILLER,RE JR 11 0/14 air CERT..OFAUTM42M ® sc�D n0 NT3 19 d 22 PQT0190 P.E a saw •i• • • • • •i• • e • • • • i • • • • • INSTALLATION DETAILS NOTES: 2 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL :. 2.893"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE 2.FIGURES ON THIS EMBEDMENT:SEE TO PREVENT DISTANCE SHEET ARE FOR WATER WOOD FRAMING TABLE A.SHEET 1 P-HOOK MOUNTING ADAPTER ILLUSTRATIVE WOOD ANCHOR TYP., INFILTRATION CONCJCMU PURPOSES ONLY.SEE SEE ANCHOR NOTES ANCHOR TYP.,SEE EMBEDMENT: &TABLE A,SHEET 1 28TALE A, ANCHOR NOTES& ALBAP ROV DT 1 FOR SEE TABLE A (ALSO SEE TYP. % L TABLE A.SHEET 1 SUBSTRATES. SHEET 1 28 ILLUSTRATION,SHEET 0) ': "' 1414°MIN.EDGE DISTANCE DISTANCE:SEE a•. �','' ExTEruoR 3.SEET$6-8 F 1-3, .' 28 SHEETS 8-8 FOR TABLE A,SHEET 1 EMBEDMF�NTV REQUIRED P-HOOK 28 SEE TABLE A, P-HOOK MOUNTING AND P-HOOK EXTEF40R SHEET 1 .,, r...: t ADAPTER CONCJCMU MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., R P H ! . ANCHOR TYP.,SEE ANCHOR QUANTITIES. SEE ANCHOR NOTES V ''"'" ANCHOR NOTES&TABLE ALSO SEE EXAMPLE &TABLE A,SHEET 1 CONCRETE E EMBEDMENT:SEE A,SHEET 1 ON SHEET S. (ALSO SEE TYP. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 0) MIN. A,SHEET 1 ILLUSTRATION,SHEET 9) EDGE P-HOOK FOR USE WITH FLAT SILL RISERS "OOK FOR USE WITH FLAT SILL RISERS lJ PARTS#18,#20,#22 OR#24, Jo PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU NOTE 4,SHEET 1; EMBEDMENT:SEE ADAPTER SMSCMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A SHEET 1 ANCHOR TYP.,SEE A,SHEER 1 , _ ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A SHEET 1 SUBSTRATE 28 &TABLE A,SHEET 1 EMBEDMENT: r ; (ALSO SEE TYP. (ALSO SEE TYP. SEE TABLE A P + r' ILLUSTRATION,SHEET 9) ILLUSTRATION, E 28 EMBEDMENT: SHEET 9) SHE T 1 r. ?: SEE TABLE A, E DISTANCE:SEE + `'```° -J SHEET 1 BEA,SHEET 1 ;•'': +';:'' `,' 1-114°MIN.EDGE DISTANCE 30 30 P-HOOK SMS ANCHOR TYP., MERM P-HOOK CONCJCMU ExTmnoR Ll SEE ANCHOR NOTES ANCHOR TYP.,SEE V esaoiwlytnBwUdmeFloilQa &TABLE A SHEET 1 ANCHOR NOTES&TABLE 8u11d6egCedo .. (ALSO SEE TYP. 2.893"MIN. A,SHEET 1 2.803°MIN. ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9 89. )da Mixmi Dpde P`d1p�4GSYUy1r P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS •• •• Kc PARTS#19,#21,#23 OR#26, • .• N F Kw PARTS#18.#21.#23 OR#2b, EXTERIOR • • ` •�� •• �� METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION • • • • • L (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT •• •• _ • �y 58-05• • FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY _ ¢�-•- _ �� amx �� '� '•, •5 ATE` a'iZ�:• Lu- rteHdaae • • • •i R ORlO (jam W .na ANCHORAGE DETAILS V7ECMWL0G �c,Q •� Isor�asae3oo SERIES 770 ALUM.SGD-LM IMPACT• • "%,, I lit • •of � � w�„rw a� a Lrnw 61uER,P.E A JR10/100404c CERT.OPAUM 80D F10 NTS 14 -,22 P0717130 REJ 68705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL'A', DLO TYP.PER TABLES 1-3 INTI SHEET 18;INSTALLATION WIDTH DETAILS'AW&'Ae,� EXT�RI�t SHEETS 12&13 BO° PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAIL W7, TYPE KQ& Ag TYPE SHEET 19&CORNER A 'K MAX.UNIT ANCHORAGE SHEET 11 ' NOM. MAX. PANEL MAX- HEIGHT INTERLOCK DETAIL PANEL 11, WIDTH TYP. DLO PER 'M',SHEET 19 HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR NOTE 2 TABLES �L JAMB DETAIL'G3',SHEET 18;INSTALLATION DETAILS X x 'Gve&'Ga',SHEETS 12&13 90° SILL DETAIL'D',SHEET A,, INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX 'Dw'&'De,SHEETS 12&13 SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7' DLO HEIGHT=DOOR UNIT HEIGHT-10.128" PANEL HEIGHT-DOOR UNIT HEIGHT-1.886" #8X1° #10 X 1-1/2° PH SMS PH SMS RODUCT RLNHIYOD AIY�tB wltlt tho Florw dldlvgCbEe PANEL CORNER FRAME CORNER °ce°'�" DETAIL DETAIL NOTES: •• ••• • • • }•`�� ?1< 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6.8 FOR MAX, • • ••• • • • i A•' \\CENSE '•�FQ PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. • • • • • • .A: �u.58705 2)(1)LOCK(ITEMS 76&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. •• ••• •• • _• •• 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. _ tl „,. , • ••• • • ' (?�•. TE :btu, +87aTEcrwaLoOY&wr8 ANCHORAGE DETAI bg MPLE L iV TI �`FS.`�,•S.�R��P' R°'p"a AYEMCE,FL 342M � e • • • 'i,`Y�Mf/��.. 984t148at6W SERIES 770 ALUM.S&N-LA$AMAAC•i• • • • •'tan A I t t t t` ftft.%rt seek ft •A.LYN7)MILLER,P.E. JR 90!10/14 cn.a°e t c�rtr.oFAtmt reeaae ® 80&776 NTS 16 a 22 PQT0130 P.E.Z<68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 M',SHEET 19 OPERABLE JAMS DETAIL'G3',SHEET 18; ; INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13 DCED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET HEADER DETAIL W,SHEET 18; DLO JAMB DETAIL'G3',SHEET LLLL INSTALLATION DETAILS'Ave&'Ac', 18;INSTALLATION DETAILS SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS WIDTH SHEETS 12&13 'Gv/&'Ge,SHEETS 12&13 DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&13 TYP. SHEETS 12&13 9Q" NTI T.PANEL PANEL PANEL PANEL INTERLOCK DETAIL PER TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL R' L' D' A' TYPE TYPE TYPE TYPE M',SHEET 19 MAX A w Q3 KI MAX. 90°OUTSIDE CORNER / NOM. UNIT / y ISI NOM. 1, HEIGHT DETAIL'N1',SHEET 19& PANEL // SILL DETAIL / / CORNERANCHORAGE / WIDTH TYP. PER D',SHEET / PANEL f TABLES MAX SEE TABLES / WIDTH TYP. / SEE SHEET 11 PER 18' DI:O PER NOTE 2, INTERIOR DLO TABLES 1-3 NOTE 2, 13 INSTALL 1-3 HEIGHT SHEET 15 DETAILS HEI HT TABLES f 3 SHEET 15no EXTERIOR ��L.., 'DW&'Dc', ,..� �L., O X x X SHEETS 12X a X WIDTH TYP. &13 , X X PER TABLES L 1-3 MAX.UNIT WIDTH �1 MAX.UNIT WIDTH SEE FRAME& SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH�1 PANEL CORNER EXAMPLE:OXXX INSTALLATION DETAILS CONSTRUCTION DETAILS SHEET 15 (2-TRACK) 'DW&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11'.SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS 1w'& L2,SHEET 19� ,-1 INTERLOCK DETAIL IM',SHEET 19 Id,SHEETS 12&13� �9 m--"u^—�' HEADER DETAIL 1 G JAMB DETAIL M',SHEET P-HOOK DETAIL'J'&'K',SHEET 8',SHEET 18; ,i 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jv/, INSTALLATION JAMB DETAIL'12',SHEET 18:INSTALLATION HEADER DETAILIV,SHEET 'Hw'&'HO,SHEETS 12&13 'Je,'Kw'&We,SHEET 14 DETAILS BW&Bo', DETAILS IW&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS SHEETS 12&13 CW&'Cc',SHEETS 12&13 I-• — MAX.UNIT WIDTH MAX UNIT WIDTH —I PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL i TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE i M, IF IF P 'R' L' 'M' 'F' ' i MAX. MAX.UNIT NOM. UNIT onucrwaNs PANEL I / PANEL // HEIGHT may! VAlh teF!°dde HEIGHT WIDTH TYR i % TYP.. ? PER °ildtngC4& TABLES MAX./ /SEE PER SEE MAX. PER TABLES ��NO gg I DLO TABLES 1-3 1-3 1-3 DLO NOTE 2, TABLES 1-3 3 I OTE 2. HEIGHT SHEET 15 j SHEET15 HEIGHTbiiemt mo P.. IUo! j X • i i •• • •�``` e1r4YNN .. •� O X X X I • • •• • • !.� .•''GENSF.,Fip EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18;1 EXAMPLE:XXXO SILL DETAIEr,INSET 18! • '••No.58705 (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS} INSTALLATION DETAILS EW&'Ed,SHEETS 12&13 Fw&FC',SHEETS 12&13 = Q tel" 13 p�I 5 � oft. Awwaro: o • ••• • • -A '9 SWATE O \w� tom7EatavoLaarrnav� EXAMPLEELEVATI S• • • • . = c1••.0/.-tmmar. Dow N V&=,PL XV46 �+ SER_IES 770 ALUM.SGM UVLI1fC sa}eoaPG • i • i•A,iLTCW�ILA1 R P.E. JR100°r w -pp /0aTS 16 a22 gP.Ed88703 04 OppOFAUTH.#2M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLEFIXED LOCKsrILE p3TRAGAI ASTRAGAL "�R`� ASTRAL INTOORNER EXTCOM&R EXT CORNER INT CORNER EXT CORNER INT CORNER EXT CORNER INTERLOCKBOX OUT BOX W LOCKSTILE 90 LOCKSTILE 80 RECEIVER 90 RECEIVER 36 RECEIVER 38 RECEIVER TYPES our R STILE Wf HANDLE BOX OUT BOX IN 90 RECEIVER OdfERLOCK W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE Wf HANDLE B X118 Wf HANDLE I W/HANDL; zn 8ta 9111 8116 88 861 867 SATOCK E INTERLOCK C[35— F PP K L TR TQ TC TA TV TW 9 INTINGLE ERLOCK B E P A 'C C /C SQ Sc SA SV SW IN (80XOU1 leWf98 SFIXED TILE ter' RR R S S(BOXOVq (�6=0FD FC FV FW LOCKSTILED a/� J J WI HANDLE Y! Imam (evxlro uj pUGTA III oL LR PANEL NOTES: Wf HANDLE wxou0 1.SEE DP TABLES 1-3,SHEETS 6.8 FOR PANEL ASTRAGAL �►/ SIZES 6 DESIGN PRESSURE. LU Box IN !V LEFT QINTERIDR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF J W/HANDLE tem an PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS PANEL �1 �- ASTRAGAL T U STILE �EX7ERKXt STILE AND ARE NOT AVAILABLE. Box OUT U 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#81),CORNER RECEIVER(#I I$)AND EITHER ASTRAGAL T U APPLICABLE STILEIASTRAGAL REQUIREMENTS. EXTERIOR(#118)OR INTERIOR(#120)CORNER - Box IN ASTRAGALS. j 4.136"ASTRAGALS TO USE HEAVY-DUTY STILES In 99L�OCIICS7TLE RT C/ (#61)AND CORNER ADDON(#31). WE6720 V SILL RISERS OPTIONS _..I Mr 23r EXT CORNER ---i 90 LOCKSTILE 0T, QS W/HANDLE 811 +--.232' EXTERX)R EXTERIOR a• EXT CORNER*961 T ^1 RJO '�" EXT�ELRIORC• Dv 2.668.1w � Ww 4.086• �p 904==4U RE-COMER 7 AT AS DF '�°0r 1l1 90 RECEIVER Wl HANDLE EXTCORNER 8116 18,SILL RISER FLAT• SILL RISER,FLAT as SILL RISER,FLAT a4 SILL RISER,FLAT 90 RECEIVER CF FLUSH,1-IIT L-OW.2=1/2" OMEDIUM,3-1/4" OHIGH,4" EXT CORNER 1 C .75V —"i .760•w PRODUCT F mfd+ 36 RECENER V T VV VF EXTERIOR BuRW Gado W/HANDLE ,1 .760' EXTERIOR a .08a'A�P INT CORNER 1 EXTERIOR EXTEPoOR , 35 RECEIVER WT WS WF G�-`I .ena• a .98r 9.066' W/HANDLE 867 082' 2.6,1(66' 3.3D6••• • • DaAeON.t I 1.687' ew _1 J •• • i i•i�3b•�LYNN d1!(�F�i�� 0SILL RISER.BOO SILL RISER.BOX SILL RISER.BOY•• LL R S • V 1< 18'FLUSH,1-1tr 21 LOW.2-1/2• - 23 MEDIUM,3-1/4" HIGH,4" _ No.58705 •NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 88 _ e F 1.j or wevmc '' • • • • • • • t TdYtE OF xwa tom tEcfrN�oorolrn� PANEL TYPES • • • • • • 'f •.P • r, ••.. R.Wex aft �,VaRM.FL 3ea7e SERIES 770 ALUM.S '!1 11 DIPAG? ' ' • 0" , 41 '�S` A tae sarmauaee wr" u.e a�,syx. +rw •A.LYNN II JR 10/10114 OEM OFAU►M 8� ® SOD-770 NTS 17 a 22 PQ70130 P E 886708 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • k ASSEMBLY DETAILS 108 FULL PANEL JAMB LENGTH - (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 81 106 LOCK PAR 17 FULL LENGTH 14 ,{�� 768 107-1 14 10 OF JAMB y W60 OR al .'.."i 60 OR 61 B 01 60 OR B1 2-TRACK JAMB 16 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 CLIP#106WITH FOR FIXED T 105 8"LONG W/RETAINER#108 OPERABLE 80 7 K07�11 PANEL CLIP 113 WDSPAN (SHOWN WITH PANEL) 6 FIXED PANEL TO EXTERIOR 103 7 LK PAR 103 SEE DETAIL G2 THE INTERIOR) O 113 T 107-1 FOR FIXED b OR 61 �ExrEatoR PANEL CLIP 50.4 14 1b 6 112 ® 18 17 t23 FULL LENGTH o2 #t0 x,x OF JAMB 2-TRACK JAMB 40 2-TRACK JAMB �l EXTERIOR �EXTERIOR�OR 81 JE7cTER OR �I EXTERIOR SM9,X 3 CLIP#80 OR#105 61 62 W!SCREEN vv 8"LONG W/RETAINER#123 3-TRACK JAMB 3-TRAC JAMB 4-TRACK JAMB 4-TRACK JAMB @ so (SHOWN WITH (SHOWN WITH ®(SHOWN WITH It (SHOWN WITH 12 (SHOWN WITH MIDSPAN 123N FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) ,�EXTEMOR00OR81 THE EXTERIOR) 83 EXTERIOR THE EXTERIOR) THE INTERIOR) 2 112 1 3 4 45 b 113 6 113 5 62 81 oo EXTERIOR EXTERIOR EXTERIORSHOWN WITH a a a 3-TRACK doNA:TRACK MAX.UNIT OPT.SCREEN �FRAME HEAD REEN ®e FRAME HEAD C FRAME HEAD HEIGHT PER TRACK TABLES 13 63 09 89 69 52 61EXTERIOR EXTERIOR 72 OR 73 72 OR 73 a 72 OR 73 PRODucrROGYMD 48 11 alw—=hfBwltltOwFbtWs � t 13 0 10 Avagng Owe 11 11 Aweytm"180 48 47 • 8 EXTERIOR 112 S 113 113 a 6 5 FAikm1�P 41+P 2-TRACKW/SCREEN 3-TRACK 4-TRACK •• •: ® ••: : �� 1OENSF •.Fp FRAME SIU- FRAME SILL P FRAME SILLgo• • • • • jf Ni 58705go k J_ "ITEM 81 SHOWN, 80 ALSO APPLICABLE SEE TABLES 3 1 ,SHEETS 8A FOR D DP(PSF)ASSOCIATED WITH STILE �'•, vl' Imw,ex ewrmr oo"pmrc • •• • • 10% A E FS (VLA is 1078TECHAMOOYORNE VERTICAL SECTIONDE7�4ILa�• '� ` .�•.FteR10!`.•''�� N.VFAOE,FL 8#278 mn • • • • f,,ss/•••••• ��`,. low' ww- �„y,�,� SERIES 770ALUM.SGI M ACT • • • 1,, t `�t� adweuex tuft . *00 "- •A.lrnMEft,P.E. QJA 1 W14 Mr.oFarm7.MW ® sao-»o NTS 18 a 22 POT0136 • • P.E.•semb ••• • • • •• •• ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6 4 INTERIOR g1 113 110 *iIi 7 113 *Ill , 11 103 82 111 03 00 OR 01 65 14 't 120 6 •� EXTEMOR NTE OR EXTERIOR INT MOR EM^RIO EXP-HT OR INT.MOUNT)OK FOR FLAT SILLS K EXT.MOUNTONLYON YBOX SILLS 1)0° a V' p� {�R p� SRT p� 7 80 OR 61 76 8,107 1- 75 81071.1 st 7b&10 r."\6 �INTERLOCK 14 113 60 89 81 g1 t10 0 113 t13 11 fL EX7ERIgR 15 EXTERIOR � 113 9g3 1t01D EXTEPIORI 67 'INSIDE L7 WITH ARD STANDARD STILEAL S#80 L2 WITH HEAVY-DUTY STILE7 da HEAVY-DUTY ASTRAGAL#W 61 N1 KOUT*RACK SHOWN N2 22--TRACK SHOWNCORNER `ITEM#61SH(HEAVY-DUTY STILE)SHOWN,ITEM#80 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-B FOR DP (PSF)ASSOCIATED WITH STILES. 4IKTEMOR 3110-K 7- 4 INTERIM 6 6 4 INTERIOR 13b° 7 11 Ba WCrRelatda 135` Aocoptmca No �t_ 14 6 01 32pgly �i- 103 EXTERIOR 6132 Miaml I1ade apt Coahn 11 8 •• ••• • • FQMW� 1 /�103 Bt EXTERIOR 7 •• t•1e/aN/// �ij10-1 31 14 135°INSIDE CORNER • •• N� NSF'1�FP�:��2-TRACK SHOWN • • • • •®136°OUTSIDE CORNER �o�5870501 2-TRACK SHOWN �^I O [7 Ujxor air nea,au oemabmrc • •STA OF wz,eo,Ecevn,oawvx HORIZONTAL SECTIONS DATA CI N R • ��ppp, ��.NV6N1Cf FL9(278 �••VRF1i'•(Rovaser V��`•SERIES 770 ALUM.SG - M ACT• • • ! llfi V�aaxscecaa.scxo. l.LYNN AYIIL•E1k,P.E. d'SMR 0nW4 arm* 0n9� CFRr oFaOTxaa�w ® scaw77o NTS 19 a 22 PGT0130 P.E 668705 ••• • • • • ••• • ••• • • • •• •• Item POT P13T# Descrl tion Item POT POT# Description NO7ES: DW .# P Dyr ,p 1)ALLALUMINUM=808178 17306 e17308 FTPACCHEAD 56 QUANEWIRUSFALDURASEALSPACER(COMPOSITE 2 17303 617303 2-I11ACK HEAD WITH SCREEN RAL SEALANDUESSICANT) 2)ITEMS#33-39,67-59,60.78.84-99, 3 17309 517309 3-TRACK HEAD 60 17325 817325 PANEL STU 121&122 ARE NOT USED AND ARE 4 17312 817312 4-TR4GI HEAD e1 17326 017328 PANEL STILE OIEAVY DUTY) NOT PART OF THIS APPROVAL. 5 17314 817314 FRAMESCREWCOYER 62 17327 617327 INTERLOCK ADAPTOR 8 17317 817317 FRAME HEMMAMS ADD-ON 83 1225 6rP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) 3)USE OF#12 OR#13 REQUIRES 7 17304 617304 2-1RACK SILL 84 1729 71729 SILL END WEATHERSTRIP PAD MIN. SMS AX O.C. °MASONRY a t73o7 617301 FT-PACK SILL WITH SCREEN RAIL 65 17328 817328; INTERLOCK SCREW COVER ANCHORS 244"'MAX 9 17307 817307 3-TRACK SILL 07 17328 617329 ASTRAGAL 10 17310 817310 4-TRACK SILL 68 17339 8173:39 HEAVY DUTY ASTRAGAL 11 17313 817313_FRAME SILL TRACK INSERT 60 17324 617324 TOP&BOTrOM RAL 12 17315 817315 FRAME SILL SCREEN ADDON(SEE NOPE 3) 70 17350417350 VrEATHE FWENSIDN(INJECTION MOLDED) 13 17318 617316 FRAME SILL SCREEN END AD"N(SEE NOTE 3) 71 1695 71895 14W X 1"X314'HIGH FIN SEAL DUST PLUGS 14 17305 617305 2-TRACK JAMB 72 8153 78153X TANDEM ST.STL.ROVER ASSY. 15 17 2 817302 2-TRACK JAMB WITH SCREEN RAL 73 8153 78153N TANDEM NYLON ROLLER ASSY. 18 17308 517308 3-TRACK JAMB 74 8Ltr= D V"%DOWWSOROE-7700 17 17311 617311 4-TRACK JAMB 75 8185 7B185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 18 17322 617322 SAL RISER-FLAT,FLUSH,1-IFC 70 71032X1FPFX #1032X7'FL.SSSCtEWW/TYPE"F"TIP 19 17319 617319 SILL RISER-BOY(FLUSH,1-1/r 77 7103239 IOW STEEL ZINC UNNUT 20 17321 617321 BILL RISER-FLAT,LOW,24Ur 79 17357 617357 1.10 BEAD 21 17318 817318 SLL RISER-BO7(LOW,2-112" 80 17359 817359 7/16'BEAD!FRED PANEI.d.P 22 17355 817355 SILL RISER-FLAT,MEDNM.3-114' 1 17360 817380 9118'BEAD 23 17354 017354 SLL RISER-BOX MEDIUM,3 W 82 1224 OM47K VINYL BULB WEATHERSTRIP 24 17323 817323 BLL RISER-FLAT,HIGH,4' 8;1 6174b 1745 LOWE INC,1/r X1I18'SOL SIDE ADH.TAPE,POLYETH. 25 17320 617320 SILL RISER-BOX HIGH,4" 100 8062 48062 ROLLER ADJ.HOLE PWG 28 17333 617333 POCCETP4i0OK 101 72087 JAMBOUMPER 27 70M 87070 NEOPRENE BULB WSTP FOR P41GOK 102 16M 71886 DUST PLUG 28 17334 0173M POCKETP-RWKMOUNT r107 8189 7616BX I-KEEPER 29 17335 817335 P-HOOK COYER 853 78DKEEP SCREEN LOCK KEEPER 30 17348 817348 POCKET P�i00K FOR BOXRlR 17344 017344' FINED PANEL CLIP-8°LONG 31 17378 817375 135 CORNER 17352 817352 FDEOPANEL RETAINER-916 32 17376 817378 135 FIXED MOUNT 1739 71738; HANDLE KR-INTERIOR RAINED WITH THUMB TURN ITEMS 40.53 ARE SCREEN PARTS: 1140 71740 HANDLE KR-RAGED EXTERIOR HANDLE 40 4310 612258 SCREEN SIDE RAL-LOCKSTLE 1731 781823N HANDLE KIT-RECESSED NTERXOR WITH THUMB TURN 41--- 7LOCKWGSK SCREEN LOCKSEr 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 42 41818 SCREEN KEEPER SPACER SET 71OX14PP 10 X314'PH.PR TEK-S.S. 43 8152 68152 SCREEN INTERLOCK ADAPTER 1235 67818' WSTP,.270 X.170-FN BEAL 44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 04OW' ASP X.230'FNSEAL 45 4317 8122118 SCREEN TOP RAL 114 710X11 410 X 1-tlr 48 4318 812257 SCREEN BOTTOM PAL 115 71WIPT #10 X 1' 47 me 76W STANOARDROLLER 116 72OXtX 14.20X1'6.8. as��ybR��4o 48 888 TOM ISTANDARD ROLLER-Sr.STL 117 720X112X #1420XIAir 8.8. BullmgCode 49 4344 84344 SCREENASM43AL 118 t7336 817338 90 DEGREE CORNER RECEIVER Accepts NO 60 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL St 1692 81892 SCREEN SPLNE-AW 120 17338 6117338 91)DEGREE INSIDE CORNER ASTRAGAL 62 1690 81094 SCREEN SPLINE-.11X7 123 17352 817352 FILED PANEL RETAINER 71V Munni D rn 53 0181800 SCREEN GOTH • • ••• • • • •`��tJy,V:y.4914�'�ii� 54 172b -Tr X4°Rime-SET.BLOCK NEOPRENE 05NS • • ••• • ,�+ 'FEN • •• • • • SS 1728 1°X4°X1/70°BET.BLOCK,NEOPRENE 86+M ••• ••• ••• •• `'�+• NO* 05 NOTES: •; • • 1)ALL ALUMINUM=808346 Qa 2)ITEMS#33-39,67-59,68,78,84-99,121&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. d :� ! 7 O rs CLQ STTEO to7o7rsvnvaoovaawe PARTS UST • • •' • %pX1'•0P(0F IOP• rJ.vEMtRWWW. VM ir Ft34a7e Pc. • • • • '' /p�Ay� (o41)4ear12ro SSRIES 770 ALUM.SQD'ZM I AUPT • • • Li t eotr ••c.syw, •PGTO • 1911 t 7�/ A. ;14111�•�R� P.E. .W WWf4 Wff..OFAUTH.002210 20 P.E.AU705 ••• • • • • ••• • • • • • • • • • • • 5.D89° 8.682° -j 0.08Q" 1.3 1.38" r 1.872" T 1.605" 1.211° 0.081° 1.019" 0.082° 0.081" O2-TRACK HEAD to 4-TRACK SILL 0 081" SCREE (8083-T6 AL) (6083-TB AL) STILE 8.198° 8.628" 8.198° (6063-T6 AL) 5.089" 0.080" 1.045" 1" 1.505° 1.893" 0.082" 0.081" O2-TRACK HEAD W/SCREEN TRACK O8 3-TRAGK SILL (6081 T6 AL) (8083 T8 AL) 14 2-TRACK JAMB RAIL (8063-T(AL) (6063-TB AL) 2-TRACK JAMB WJ 7.105" 8.221" 16 SCREENI N TRACK 0.08 (8083 T6 AL) 1.36" 1.505° I 0.875P 1.211'1.211° 1.38" 1.993" 0.062" 0.081° O3 3-TRACK HEAD eO2-TRACK SIL W/SCREEN TRACK 0081" (6063-76 AL) (6063-T6 AL)'. aBOTraM SCREEN RAIL (6063.76 AL) 9.142° 4.48" 0.081" 0.080" 1" 1.606" 7.105" 9.141" 0.081" O4 TRACK HEAD 02-TRACK SILL (6063-T6 AL) (8063-T6 AL) 0.060" PRODUCTRMWED 1.514" ramlyin wtih dW FloriAa 0.082° dInscmic - A-Pteas No 0.632" 0.780° SPO 1.260" 0.060" 1.990 1.618° " •• ATiami Palo O FRAME HEAD/JAMB SCREEN O FRAME SILL SCREEN O FRAME SILL SCREEN • • • • •• �y tMNN e ADD-ON 12 ADD-0N t3 EN ADD-ON 18 3-TRACK JAWI� •i • • y"ONM ... (6063-T6 AL) (8083 T6 AL) (8083 T8 AL) (6063-T6 AL) • REQUIRES MIN.#10 SMS REQUIRES MIN.910 SMS •• ••• • • ,i 58705 OR 3/18°MASONRY OR3/16"MASONRY 17 (-TRACK JAMB •_ , (6063-T8 AL) SEE SHEET 17 FOR SILL RISERS. ANCHORS 0 24-MAX O.C. ANCHORS @ 24"MAX.O.C. :tk- 0 107075OHMMOGYDRW EXTRUSIONS • • x;41.'• oRpa;.•NG�; A vera=FL 34a7e • • • • • ,rN '' ..• SERIES 770 ALUM.SGQ,; M I ACT• • • • °��s'/ yE `' ® ftftls a ame a"." - A JR 1011W4cmx CPRT.OFAU7PLA M SGD•no I NTS 1 21 d 22 PQT0130 P.E.98870.5 ••• • • • • ••• • • • • • • • • • • • 0.718° 0.83° 2,304" 3.802° -I� 3.802° - 0.752° 1 0.762" L 0.886" 1.183" 0.6 74" 0.796" 1 0.082" 0.080° 0.062" 0.082° 0.284" 0.076" 0.233" FRAME SILL MP-HOOK SCREW 6 SCREW COVER 11 TRACK O P-HOOKQADAPTORP-HOOK OUNTING 29 COVER 0.080" O P-HOOK FOR BOX RISER (6063-T6 AL) (6083-T6 AL) (6063-T6 AL) (6063•T6 AL) (6083-T8 AL) ( TB AL) 4° .166" 4" 2.30" 1.488" -�- 1.739° 0.080' 0.830° 0.062" 1.600 L0.133° 1.600 0.062° 1.303° 1.888" •080' 1.870" 0.32b° .016" 1.974" 3.126" 3.12b" 0.062" 2.44° NTERLOCK INTERLOCK 31 136°CORNER 32 13V MED MOUNT O STANDARD STILE OHEAVY DUTY STILE 82 ADAPTER OSCREW COVER (6083-Te AL) (6063-T6 AL) (6063-T6 AL) (8063-T6 AL) (6063T6 AL) (6083 T6 AL) 3 3.879" .979° 4.126" 1,OS0°� 1A60° �--• 0.07b" 0.076° 1.646" 0.082° 1.304° 1.646° 269° 811" .486' x045° 3.2b .046' 4+ .046° {s- 0.126- 0.281" GLAZING 7/16"GLAZING 9/16"GLAZING 87 STANDARD ASTRAGAL O HEAVY DUTY ASTRAGAL 89 TOP/BOTTOM RAIL 79 BE D 0.0.) OBEAD.FIXED et BEAD (6063-T6 AL) (8063-T8 AL) (60 (8063.78 AL) PANEL CLIP (8063-T8 AL) (6083-T6 AL) 1.003° 1.03" 4" 7 5.821' 7" r 6.080 60" 0.0L 166 FIXED ,,+--'��0.709, 0.133" comP9h8c+'l��FIw140 PANEL CLIP III 1, 2'�° 1.49° 0.133" 1.498" �y � (8083 Te AL) I"0��j 0.080" .650" - 11 I!F- 4" Dade j 0.708° 123 FIXED PANEL 5.021" -R RETAINER,7W 2828, 120 80°INSIDECORNERP6TpAG�L:• `yt�o�yIKNN ��,��' 0.080° I (8083-TB AL) t1sgo*OUTSIDE CORNER ASTRAGAL (8003-TBA • •• • • •` �cEN4'•,� 1t8 80°CORNER RECENER (0063-T6 AL) ••• • • • i Na•; y• FDD D PANEL ••• •• • a$cr •Mo.66705 t08 RETAINER,9/18" (6063-TEAL) - (6083-T6 AL) � e ,0,v waoarawE EXTRUSIONS •RrAdOr A YEN=FL • • • L)c•'. r:�OµtoP•`��: =� 8 SERIES 770 ALUM.SG �• M h PAT•• • • Q AN- SJR ?0/t0/14 � cERroFnunl•s1&a� ® 80arro NTS 22 -22 POTd1 P.E.�fb8708