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WS-15-2219 SgoaE �� Miami Shores Village .'fTr)ttye:3ndotShuft ! „« 10050 N.E.2nd Avenue NE Miami Shores, FL 33138-0000 P status.. ti�r Phone: (305)795-2204 �"tORIPp : . 11 Expiration: 02128/201 Project Address Parcel Number Applicant 1291 NE 94 Street 1132050100101 _.. BRADLEY YORK Miami Shores, FL Block: Lot: L J Owner Information Address Phone Cell BRADLEY YORK 1291 NE 94 ST MIAMI FL 33138-2946 Contractor(s) Phone Cell Phone Valuation: $ 800.00 SLUYTER CONSTRUCTION (970)379-9730 Total Sq Feet: 00 Type of Work: REPLACE TWO WINDOWS MAKE ONE SHORTIE Available Inspections: No of Openings:2 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# WS-8-15-56903 DBPR Fee $2.00 DCA Fee $2.00 09/01/2015 Credit Card $ 134.60 $0.00 Education Surcharge $0.20 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $134.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and Hing. Futhermor authorize the ab -named contractor to do the work stated. September 01, 2015 uthorized Sig ure: caner / licant / tractor / Agent Uate Building Department Copy September 01,2015 1 199 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-242585 Permit Number: WS-8-15-2219 Scheduled Inspection Date: February 19, 2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: YORK, BRADLEY Work Classification: Window/Door Replacement Job Address: 1291 NE 94 Street Miami Shores, FL Phone Number Parcel Number 1132050100101 Project: <NONE> Contractor: SLUYTER CONSTRUCTION Phone: (970)379-9730 Building Department Comments REPLACE TWO WINDOWS MAKE ONE SHORTER AND infractio Passed Comments ONE A BIT LARGER TO MATCH EXISTING IN AREA INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 18,2016 For Inspections please call: (305)762-4949 Page 4 of 35 Miami Shores Village R ED Building Department AUG 31 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 F3Y: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 F B C 20/V-�th BUILDING Master Permit No/2:24-- f5;yZ41^ PERMIT APPLICATION Sub Permit 4.IL l S - 2Z--1 ? g/BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [-]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP q q r L / CONTRACTOR DRAWINGS JOB ADDRESS: 1 I /v 5 l 7 9� City: Miami Shores County: Miami Dade Zip: '�)�5 1 3 R Folio/Parcel#: / - 3 20x-- 0( 0 / Is the Building Historically Designated:Yes NO A f`�p� i Occupancy Type. Load: ILA( Construction Type: _Flood Zone: P`7 BFE: q f FFE: /-Q 3 3 `� OWNER: Name(Fee Simple Titleholder): 13 rq A Phonek/, Address: n I Z `� 1N/I�- q Y 51 f State: zip:. 3 / Tenant/Lessee Name: 2S, Phone#: Email: 7 4,0I� d-A V1 CONTRACTOR:Company Name: 4 0hone#:(1 73 0 Address: City: State: �n( Zip: / Qualifier Name: L>/ 12 a, ( - 6/� Phone#: �> 3 7 `�' �� 3� State Certification or Registration#: C L 3 / / /9 A Certificate of Competency#: DESIGNER/:Architect/Engineer: J L' � S G Phone# Address-. 6 i l I 'AV 0 ()Az (J/L 3D City: V f t- State: Zip: Value of Work for this Permit:$ �/ 0 Q Square/Linear Footage of Work: Type of Work: E:1 Addition E2 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of ork: ,� �,!¢(R-P yvA u, , W K:p / / �n Specify color of color dru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ . } Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ I--,-A> 4 (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 ,whl occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be ved and a reinspection fee will be charged. Signatu Signature OWN or ENT ONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1 day of A A4 061-- 20 1 S by day of ,20 by � l t� iC lL 0�lL who is personally known to who is personally known to me or who has produced '�riV tfJ 10,14P ��— as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: l V v Print: Seal: Seal: TERESA NUNEI•APONTE Notary Public•State of Florida Commission N FF 0863 5 APPR , W Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) a �— 2z�42, 1\..C'r.C - 1 V Ei va AF AUG 31, 2015 CIT MIAMI-DADE BY: A COUNTY � �-- P DC4 SECTION DEPARTMENT Or REGULATORY AND ECONOMIC RESOURCES(RER) 1 t,Room 208 BOARD AND CODE ADMINISTRATION DIVISION t6)&y91,,,,r 86)315-2111 NOTICE OF ACCEPTANCE OA) ov�econom PGT Industries,Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control \ Section that this product or material fails to meet the requirements of the applicable building code. �� This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"SGD-770"Aluminum Horizontal Sliding Window,w/90°&1350 corners—L.M.I. W APPROVAL DOCUMENT: Drawing No. PGT0129, titled "Series 770-Alum. SGD-Window - LMP% sheets 1 through 22 of 22, dated 02/20/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant W LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 5 model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise t.0 noted herein. LL' p � w RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been 2 >O 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 ::D M in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement m Q 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 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: •., ; ; ; ; ; . .. . • . . ... . =1 NOA No.14-0320.03 t1 s ••• •:• •:•Exiratio DT. f t • ebruar 12 2020 MIAMFDADE COUNT1f -"/L �'0� ' ••• SpWI>r vat htebruary 12,2015 ,...► ► � t .. .. 4 � � � ... • • • • Pagel • . • . . . • . • • • .. •. . . . .. •. ..• • . • ••• . . 1. . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0129,titled"Series 770 Alum. SGD-Window-LMI",sheets 1 through 22 of 22, dated 02/20/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of aluminum 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. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of aluminum sliding glass doors,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09, signed and sealed by Julio Gonzalez,P.E. Note: Test reports No. FTL-5980-R, FTL-6001-R and FTL-6015-R have been revised and reissued on 12/29/09; all are signed and sealed by Julio Gonzalez, P.E. (Submitted under NOA No. 09-0826.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (2014), dated 12/17/14 and 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09. •• ..::.�F . ; ..Ma duel Perez,P.E. �y Product Control Exaininer NOA No.1320.03 • �. �.L"apii atioil PALe:.Fgbruary 12,2020 Approvid Dpte:;FCbruary 12,2015 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 DeNemours& Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5A )Jdition (2014), dated December 17, 2014, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, issued by manufacturer, dated March 18, 2014,signed and sealed by A.Lynn Miller,P.E. 3. Proposals issued by Product Control Section,dated 08/12/13, signed by Jaime Gascon, P.E., Supervisor,Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0128.11, issued to PGT Industries, Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/90'& 135'corners—L.M.I.,approved on 02/12/15 and expiring on 02/17/20. (For reference on1jq • ' �' • �nuel Pe��el P.P. . Product Control)uAflner NOA No. 14-0320.03 •$tpiC4gon Dp% t0brvary 12,2020 '.. ;ApPrpva1Datet jetruary 12,2015 E-2 • •. .• • • • • . . • . . . • • • .•. . • . •.• . • SERIES 770, IMPACT RESISTANT SLIDING GLASS WINDOW TABLE A: INCLUDING POCKETS&900/135°CORNERS Group Anchor Substrate Frame Min.Edge M Member in.E de Embedment GENERAL NOTES Concrete(min.2.85 ks!) e m 1. IMF 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET 1 114•Elco UNrocon Unprouted CMU,(ASTM C.90) Jamb only 2.112" 1.1/4• 2 DESIGN PRESSURES: Grouted CMU ASTM C40,min.2 kel rout Jamb o 2-112' 13/4` Concrete(min.3.35 ksl) FMadISNIIJsmb 1' 1314' •••• A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300. 2 114'Elco 410 8.3. UnpmNed CMU,(ASTM C-90) Jamb only 2-W •1-t/4• 0000 e •• 000 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. CreteFlez P.T.Southern Pine SG•0.55 Hea&SiWJamb 111, 11595' • 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. Concrete(min.2.85 ksl) Head/S01 t e' •• • • MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER 114'Elco UNrocon Ungrouted GMU ASTM C40 Jamb on 114' • • • DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. P.T.Southern Pine(SG-0.55) Head/SIIVJamb 9/18` se 318' • • •• ••• FOR ANCHORAGE DETAILS SEE SHEETS 6-14. X12,18.8 or 410 Aluminum,8083T5' HeadISlWJamb Sin's• •0083' B.S.SMB, • • • 4)SHUTTERS ARE NOT REQUIRED. 3 (min.11 thmadsnn) Steel.A35' HesdlSlWJamb 318• 0.050' •• so: 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW Steel Stud,A053 Gr.33` HeadISIIVJemD 0451• Concrete(min.3.275 kei) Head1811VJamb 1 JOINT SEALANT. ••• • ••• •• - 318' •• 8)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA N114"Elco 18-0 S.S. Unuted DS FOR WOOD a0 CMU,(ASTM C-90) Jamb only 2' 1414' • CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Ap9re-Gelor Grouted CMU(ASTM C40,min.2 kel Grout) Jamb only r e• •92• • •• •• 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine SO-0.55 Haad/SUGJamb 1• e' ••••• CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). P.T.Southern Plas(BG•o.55) HeaNSNI/Jsmb 0 '-3"* 315 •••••• N12,Steel SMS 05, Aluminum,6063-TV HeadI3lNJemb 083' • 8)WINDOW SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 (min.11 threadslin) Steel,A30` HssWSU1/Jamb 318' 8,050• • • • FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud A853 Gr.33' FIeaW3NUJemb 318• 80451' • 000000 TEST REPORTS FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023,FTL-6024, •••• MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATF•TO MEgT MIN. FTL-8025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILAING CwOW AND e • 8888•• TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •• • 1, ••• • • ANCHOR NOTES • • 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. NOA DRAWING MAP 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET, SHEET 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1 P1"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE 1 EXAMPLE GENERAL NOTES.............CONFIGIS..........DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF GLAZING DETAILS............4,5 THE ENGINEER OR ARCHITECT OF RECORD. ANCHORAGE...ILS............4.6 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO DESIGN PRESSURES 6-8 6-14 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. INSTALL DETAILS..............6-8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, ELEVATIONS.....................515,18 12-14 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT E.. TYP PANEL/SILL .........17 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30k FELT PAPER OR MASTIC IS CROSS SECTIONS ILLTYP ............18,19 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PARTS LIST....... ...............20 EXTRUSIONS....................21,22 TABLE B: Gla" Description(Listed from Exterior to Interior) Type W 7/18'Laminated:2 Liles of 3116'HS Glass vAth.090•PVB Intedeyer DESIGN PRESSURE RATING IMPACT RATING Approved as complylaawith ft G3A 9116'Laminated:(2)Liles of 114•HS Glass with.090'PVB Intsdayer plwrida 0 IdlntiC o . C34 7116'Laminated:2 Like Of 3118"H3 Glass with.090'80 lntede er SEE TABLES t,2&30N RATED FOR LARGE 8 SMALL Doe p SHEET86,756 MISSILEIMPACT RESISTANCE Noin G4A 9/18'Laminated:2)Liles of 114"HS Glass wlth.000'SG Intedayer Mlxml Untie Produce Comro G5 V Laminated IA.:311W T Exterior Cap+318•Air Space+Will'Laminated;(2)Liles of 3118'H3 Glass YAM.090'PVB IMeda er GSA V Laminated LG.:114'T Exterior Ca +5118'Air 8 de+Vill'Laminated;( Utes of 3116'HS Glass tdth.090'PV8 lntede er GO t•Laminated I.G.:3/161 TExlerior Cap+3I5•AlrB ce+718'Laminated;(2)Liles of3118'HS Glass wllh.090'50 lntedayer GLAZING NOTES: �1t11 1141 -' GSA 1'Laminated I.G.:1/4•T Extedor Cop+61W Air 8 ce+7116`Laminated;(2)Liles of 310•HS Glass yAth.090'SG Irneda er "ANN"=ANNEALED \�� ONY LYruN IIi� G7 7116•Laminated:2 Liles of 3/16'ANN Glass with.090•SO lntede er "HS"=HEAT STRENGTHENED P��. 41l;E...... G7A G/16"Laminated:(2)Liles of 1l4'ANN Glass xlth.OW$G lntede or "T"=TEMPERED •'p �� G8 1'Laminated I.G.:3/18'T Extedor Ce +318•Alr Space+7/18'Laminated;(2)Utes of 3118•ANN Glass weth.090`SG lntede er "PVB"=DUPONT.090"BUTACITE PVB _ No.58705 GOA V Leminaled I.D.:1/4•T Extedor Cep+5118'Air Space+718'Laminated;2 Lhes of 3118"ANN Glass with 090'$G IMeda er "SG"=DUPONT.090"SENTRYGLAS /` --xi a.wwe fo707ECHNaool Dn/vE GENERAL NOTES AND MAP T''•, s�rATE OF N.VEMMFL31276 >� ''�3l•'•F/ORIDA•,•''�� aximeo-Ieoo SERIES 770 ALUM.SOD-WINDOW-LMI ceY °•tln° CERT.GVAUTH.r292ee o-m HnNoow NTS -1 22 PGTO129 P.. 5 p JR 01/20/14 FIGUTIONS NOTES: EXAMPLE CONFIGURATIONSAILLCONF ) IGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 PER TABLES 1-3 CAN BE OXXXp. •••• —ter---, -t r--- • i 2)90°&135"CORNER CONFIGURATIONS CAN BE 0OMt♦IN/BION •••• •• •:• OF ANY 2 STRAIGHT CONFIGURATIONS. •• • •• • • 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. •••••• ••••• •• 09* MAX.UNIT idc MAX.UNIT / / I • HEIGHT I' � HEIGHT I 1 1 k' "X"=OPERABLE PANEL, PER TABLES 1-3 / 1 s� PER TABLES 1-3 / / I •• ••• "0"=INOPERABLE PANEL, •••• • • • • POCKET POCKET i "P"=POCKET DETAIL LETTER •000•• •••• •• •• "w"=WOOD OR METAL•W&Lj4TION • •• ••• 1-PANEL 2-PANEL W"c"=CONCRETE INSTALLAifION• ••••• CONFIGURATIONS CONFIGURATIONS SHEET NUMBER • MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WITH 7" • •• • • a DLO HEIGHT=WINDOW UNIT HEIGHT-10.125" ••••• NOM.PANEL WIDTH NOM.PANEL WIDTH � v PANEL HEIGHT=WINDOW U@IT HF•IQ1iT-1.886" • • PER TABLES 13 PER TABLES 1-3 •• ••• —�` _ter___., •• • ••• • • r--i •• K101 Qw- I a MAX.UNIT i .Ila I l a MHEIOHTUNIT 12 a.13 HEIGHT PER PER TABLES 13 / / / 1 q��TABLES 13 / / POCKET r7, I / / / / POCKET ; _1�r__� - •r - 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1-3 WIST PER TABLES 1-3 -t r-- 12N Ah —i Approved as complying with it. I Florida BBu�ldigagC e2G QIFIK MAX.UNIT g SEE n4A•N_L�� MAX.UNIT j 8 HEIGHT NOTE Mlaad Uadc Peoducl Control 2,THIS HEIGHT SHEET. B ES 1-3 / / / / / 1 TABLES 1-3 PER TAIIY/f 1�v POCKET i �i y EXTERIOR ``e�•�NLYNIV ONo�GEN eA!/�� 5-PANEL CONFIGURATIONS r 111---— CORNER,TYP. " No.58705 (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) By.. awvr' � 'gyp STATE OF ((// 1070 TECNNOLOOVORIVE EXAMPLE CONFIGURATIONS '-'��\•• F<oRIOP \�';� N.VENICE,FL 99176 *� SERIES 770 ALUM.SGD-WINDOW-LMI SS�ONA1 E0G lAa." =11112.14 rr.• n.a.e as: (B9f}I90-1800 sda: .� ondans a." A/LNNN hill. 2,P.E. JR 0?/20/14 CERT,OFAUIN.#28790 ® OD-770WINDOW NTS 2 -22 PGTO129 P.E.p 58705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH=355-7l16" - 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB WIDTH MAX.TESTED FRAME SQUARE LOCATIONS USING DETAIL"Jw","Je,"Kw"OR"Kc"INSTALLATION, NOM.PANEL PER TABLES FOOTAGE'=250 FT° EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE 1-3pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 1 7 1 2)90"&135"CORNER CONFIGURATIONS CAN BE A COMBINATION QW, MAX. HEIGHT,UNIT 7 i & OF ANY 2 STRAIGHT CONFIGURATIONS. i $ 3)FOR NOM.PANEL WIDTH,SEE TABLES 1.3. 1 � "X"=OPERABLE PANEL, �- I POCKET I 'O"=INOPERABLE PANEL, "W=POCKET 6-PANEL CONFIGURATIONS DETAIL LETTER MAX.UNIT WIDTH "w"=WOOD OR METAL INSTALLATION "c"=CONCRETE INSTALLATION MAX.FRAME SQUARE NOM.PANEL WIDTH SHEET NUMBER •••• PER TABLES 13 FOOTAGE'=250 FT° isAh 7 DLO WIDTH=NOM.PANEL WIDTH-7" Goo •• DLO HEIGHT=WINDOW UNIT HEIGHT-10.125" ifh 6-21 d 2A qq PANEL HEIGHT=WINDOW UNIT HEIGHT-1.886" •••••• ••• •• •••••• UNIT 7 7 MAX. / 1 ffi @ • HEIGHT 1 % 7 I a� •••••• • • • PER TABLES I-3 Is�sT� •••• • • •••••� P�KE7 ;g2a@ ..•• •••••• • • ••••• 7-PANEL CONFIGURATIONS • • '•"•' • MAX.UNIT WIDTH • • • • ••• •• MAX.FRAME SQUARE NOM.PANEL WIDTH FOOTAGE*=250 FT' O • ••• • *Goo*: • PER TABLES 1-3 •• • • ••• o -lir--- • • • ah dh I npprmxd of mmptyl9g xllh ih1 •• • I � FIorIAa BulJing a c 7 Dalc_ I MAX.UNITI ' HEIGHT i 7 i g Me mO Dade Prodacl Coalm PER TABLES 1-3 — -- –1 p / PoCKETJ LYNNAf/Cerr'. 8-PANEL CONFIGURATIONS 7 No.58705 •' 'FRAME SQUARE FOOTAGE=OVERALL UNIT WIDTH(IN) x OVERALL UNIT HEIGHT(IN)/144 7-0 1010TEcHAtCOGYMPT EXAMPLE CONFIGURATIONS :�0� ., §AT oI �� N.VENICE,FL 34175 rqs R, SERIES •'•��,. as m a I941H5D leoo SERIES 770 ALUM.SGD-WINDOW-LMI orwa u..rox. a." 'LYNN I-LEif,b.E. JR 07/2Nf4 o+n CERT.OFAUTN.029185 04770 WINDOW NTS 3 >12 PGTOt2o P.E.958705 7/16"NOM. 7/16"NOM. 1"NOM. 3/16"HS GLASS 3/16"HS GLASS--\ 3/16"HS GLASS- ,T90" LASS , 90"PVB .090"PVB .090"SG 3/16"HS GLASS 3/18"HS GLASS 74 3/16"HS GLASS 74 3/8"AIR SPACE 74 3/18"T GLASS 82 82 83 EXTERIOR 3GLASS EXTERIOR 3GLASS 58 3/4"NOM. BITE SITE GLASS BITE EXTERIOR 80 80 a 79 54 54 55 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 �. 9/18"NOM. 9/18"NOM. 1"NOM. • 3/16"HS GLASS •••••• • • • 1/4"HS GLASS 1/4"HS GLASS •••••• .090"PVB •••• • • • .090"PVBkGLASS .090"SG 3/16"HS GLASS *0000* ••• ••• • 1%GLA 1/4"HS GLASS 74 5/18"AIR SPACE 74 • • 1/4"TGLASS •••••• • ••• • • • •••• 82 •• •• •••••• 83 • 3/4"NOM. • EXTEREXTERIOR 3/4"NOM. GLASS 56 GLASS • • ••:• ••• •• a a BITE BITE • • • • EXTERIOR • • • ••• •• 61 • • 79 Approved sf eompll navrllh th • • 54 65 pluddn UnldissC o Uetc_T l5 NOAII_ 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A GLAZING NOTES: \, ONy LYNN AN =ANNEALED �1cENSF p "HS"=HEAT STRENGTHENED P' "T"=TEMPERED No.58705 "PVB"=DUPONT.090"BUTACITE PVB =ro "SG"=DUPONT.090"SENTRYGLAS Q� S�A1 E 0 107MTECHNOLOOYDRAE GLAZING DETAILS ^ �<oRloP•' �`,` N.VENICE,FL 34276 res i,�S,S%• .......'��CJ /Gli}IM6IMMD SERIES 770 ALUM.SGD-WINDOW-LMI ��,, ONA� �, A.L�IS�IMILLE�2`P.E NW . CERT.OFAUTN.M29 M • O0.OtWIN00 NTS4 -22 � PGTO129 P.E M 58705 JR m.", 1"NOM. 7/16"NOM, 1"NOM. 3/16"HS GLASS 3/16"ANN GLASS .090"SO 3/16"ANN GLASS--\ 090"SG 3/16"HS GLASS .090"SG 3/16"ANN GLASS 3/8"AIR SPACE 74 3/16"ANN GLASS 74 3/8"AIR SPACE 82 74 3/16"T GLASS 3/16"T GLASS — 03 83 3/4"NOM. EXTERIOR 3GLASS 56 3GLASS Be GLASS BITE SITE BITE EXTERIOR EXTERIOR a 78 80 78 64 55 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 ••• • 0000•• • • ••• •• 1"NOM. 9/16"NOM. 1"NOM. • 3/16"HS GLASS 3/16"ANN GLASS- - •••••• • • • 1/4"ANN GLASS ••• •• .090"SG .090"SG •••• • • • 3/16"HS GLASS .090"SG 3/16"ANN GLASS 0 • • • 0000 • •• ••• • 5/18"AIR SPACE--\ 74 1/4"ANN GLASS 74 5/16"AIR SPACE74 • • 1/4"TGLASS 1/4"TGLASS 000000 • •0• • • • 0000 83 AN3/4" • 0000•• • 3/4"NOM. EXTERIOR 3/4"NOM.58 GLASS (� GLASS 56 0 • 0 • •0• •0 BITE r BITE •0••EXTERIOR •••81EXT •• • ••••79 7A � •"rde U"IdlnB Co a55 54 Del d ZG l5 n.1k 1,11. 1 Ue c Prod., oelro 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE 38A f��IN GLAZING NOTES: "ANN"=ANNEALED HS"=HEAT STRENGTHENED Q No.58705 "T"=TEMPERED = "PVB"=DUPONT.090"BUTACITE PVB ~ "SG"=DUPONT.09O"SENTRYGLAS %.Q 3 IS ;'U` anrdr• o.eemc 0•'.• STATE OF •:��/\ IOM 7EC14NMOGYDRM GLAZING DETAILS '�,(� FLORIO?:•'_\�� N.VENICE,FL 84278 +s 'ii'S,'.••.•.•• ` �� . (WI)4ed-+eoo SERIES 770 ALUM.SGD WINDOW-LMI S/ONA� A.LYNN MILLER.P.E. ;wg oM.. ads CERT.OFALRN.#29M ® 90."W7N NTS J$ -22 u.Kv PGTO129 P.E.N 58705 JR 01/20/14 TABLE 1: Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+60!-60 configurations on Sheets 2&3) (May be limited by Table tA) For comer astragal anchorage on 90'or 135°comer units,see sheet 11 Window Un lt Height on) Table applies to Glass types 3, 42 48 60 12 to 96 3A,5,5A,7,7A,8&8A and 31.7/8'DLO 37-7/6"DLO 49-718"DLO 61-7/8"DLO 69-7/8"DLO 65-7/8'DLO the Stile/Astragal types shown Anchor Group Anchor Group nchor Group Anchor Group Anchor Group Anchor Group below. 1 2 1 3 4 1 2 1 3 1 4 1 1 2 1 3 4 1 1 2 1 3 4 1 2 1 3 4 1 12 3T4 Head/Sill + + +1 C4+1 + + + + + 04+1104+1 + + r + + + + + + + + + 24 17'DLO Jamb 4 4 4 4 6 6 8 6 6 6 6 6 8 8 6 8 8 8 8 8 8 I 6 8 6 2 P-Hook 4+5 4+5 4+54+5 4+5 4+5 1 4+5 4+5 6+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 8+7 6+7 7+87+8 7+8 7+8 - Head/Sill C4+1 04+1 04+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 CA+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 04+1 04+1 C4+1 36 29'DLO Jamb 4 4 4 4.._ 6 6 6 6 8 6 6 6 a 6 8 -e 8 8 8 8 8 8 6 6 - P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 8+7 8+7 6+7 8+7 8+7 6+7 7+6 7+8 7+8 7+8 dHead/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 42 35"OLO Jamb 4 4 4 4. 6 6 6 8 6 6 6 6 8 6 8 a 8 a 6 6 8 8 8 6 P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+8 1 6+7 6+7 8+7 6+7 6+7 6+7 6+7 1 6+7 7+1 7+8 7+8 7+8 Head/Sill C4+2 C4+2 C4+2 C4+2 Cq+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 0q+ C4+2 C4+2 48 41"DLO Jamb 4 4 4 4 8 8 8 6 t 6 6 6 8 8 8 8 6 8 6 6 8 6 8 8 P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+6 6+6 5+6 5+6 5+6 6+7 6+7 8+7 8+7 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+6 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. •••• • • •• NOTES: TABLE 1A: • • • 0000 0000• 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3.1/4'SILL. SIII Haight to Max,(+)DP DLO WIDTH= •0 • •• • 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"OR 4"SILL,POSITIVE WATER NOM.PANEL WIDTH-7" 000000 • • - • DP IS 60.0 PSF MAX.(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 1A. (Water In6ltrelion Rating) •••••• •• • ••• •• 3)ONLY THE 2-1/2",3-1/4"AND 4"SILL HEIGHTS HAVE BEEN TESTED FOR WATER INFILTRATION RESISTANCE.THE 1-112°SILL Sill Riser Haight (*)Design DLO HEIGHT= • •••••• • • • HAS NOT AND MAY ONLY BE USED IN A PASS-THRU WINDOW WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED (Flat or Box,see Pressure,psf WINDOW UNIT HEIGHT-10.126" ••• •• DUE TO ROOF OVERHANG CONDITIONS.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE Shoat 17) 0*** • • • WINDOW IS USED AS A PASS-THRU WINDOW. Flush-1-1/2" ase note 3 PANEL HEIGHT= • 0 • • • 4)SEE SHEETS 10.14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2" +46.07 WINDOW UNIT HEIGiY-1.966" •• •• 0: •0 6)WINDOW SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. I Medium-3.1/4' +60.0 •••••• • • ••• • 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. High-4' +80.0 • • •••••• SEE NOTES i-3 •• •0 0 *00 •0 • •0.00• • • 0 • • Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ • • • • •• •• Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal 0 • 0••••• 0 0 Standard Stiles Standard Sille Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile • • • ••• •• Inside •• • • •0• • • Standard Astra al • • • B Outside Corner„ Outside Corner 4PPmvedas •• • �r��•10�b_�r'1—„Jl1.I Corner a�1 bila'.e gul0P Jo e.i� Datc L1�1m.-t Inside NDAN -'I Corner Outside 691nrol I e e P nd ntro Inside Corner Corner Part#61(Stile) Part#61(Stile) Part#60(Stile) Part 6119(Out.) �• i Part#60(z2) Part#60 Part#60 Part#60 Part#118(Corner part#120(ln.) Parts#31&032 Part#61 ; „�OIyV LYNN J Part 467(Astragal) Receiver) (Corn.&Fxd Mount) Q�,.•''�tCENgF'•.t�,P No.58705 _P14”, '' n-31 ; N.VEM '42E F�61oaaoRAE DPANDANCHORAGE /��sslp m4r)-ao law SERIES M ALUM.SGD-WINDOW-LMI �'INAL A.LYtfr• _ rrret ae+r. sr+.r envN+ IWER`P.E JR 4 o.r CERT.OFAUTH.026M 00.770 WINDOW NTS 6 -22 PGTO129 P.E.#58705 TABLE 2: TABLE 2A: Design Pressure(DP)and Anchor Quantities Required,(for all approved SIII Height to Max.(+)DP Max.DP for all sizes:+60 1-60 (Water Infiltration Rating) configurations on Sheets 2&3) (May be limited by Table 2A) SIII Riser Height For comer astragal anchorage on 90"or 135°comer units,see sheet i t (+)Design Window Height(in) (Flat or Box,see Pressure,psf Table applies to Glass types 4, 42 4 0 72 g Sheet 17) 4A,6,BA,7,7A,8&8A and Flush-1.1/2" see note 3 31-7/8"DLO 37-7/8"DLO 49-7/8"DLO 61-7/8"DLO 69.7/6"OLD 85-7 DLO the Stile/Astragal types shown Anchor Group nc or Group c or roup Anchor roup Anchor roup Anchor roup Low-2.1/2" +46.67 - below. Medium-3.1/4" +60,0 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Head/Sill + + + + + + + + + + 11" + + + + + + + + + + + + High-4" +80,0 24 pL0 Jamb 4 4 4 4 6 6 6 6 6 66 8 8 B 8 6 8 8 8 8 8 8 8 SEE NOTES 1 3 P-Hook 4+5 4*5 4+5 4+5 4+5 4*5 4+5 4+6 5+8 5+6 5+6 8+7 8+7 8+7 8+7 6+7 8+7 8+7 8+7 7+e 7+8 7+B 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+11 04+1 04+1 C4+1 C4+1C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 DLO WIDTH= 38 DLO Jamb 4 4 4 4 6 6 8 6 6 68 B 8 8 8 8 8 8 B 8 8 8 8 NOM.PANEL WIDTH-7" P-Hook 4+5 4+5 4+5 4+5 4+6 4+5 4+5 4+5 5+6 5+6 5+6 8+7 8+7 6+7 6+7 6+7 6+7 6+7 6+7 7+g 7+8 7+8 7+8 Head/SI11 C4+1 C4*1 C4+1 C4+1 CA+1 C4+1 04+1 C4+1 C4+1 C4}11 C4*t C4+1 C4+1 C4+1 +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 DLO HEIGHT 42 DLO Jamb 4 4 4 4 6 6 6 6 6 66 8 8 8 8 8 8 8 6 8 8 8 8 WINDOW UNIT HEIGHT-10.125" P-Hook 4+5 4+5 4+514+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 6+7 6+7 7+8 7+B 7+8 7+8 PANEL HEIGHT= Head(Sill C4+2 C4+2 C4+2 C4+2 C4+2 04+2 04+2 C4+2 C4+2 C4+22 C4+2 04+2 C4+2 C4+2 C4+2 04+2 04+2 04+2 C4+2 C4+2 04+2 104+2 C4+2 WINDOW UNIT HEIGHT-1.888" 48 DLO Jamb 4 4 4 4 6 6 6 6 6 86 e 8 8 8 e 8 8 8 8 8 8 8 P•Hook 4*5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+8 5+6 5+6 6+7 6+7 6+7 6+7 6+7 8+7 8+7 6+7 7+8 7+8 7+8 7+8 Head/SIII C4+2 C4+2 C4+2 C4+2 C4*2 C4+2 C4+2 C4+2 C4+2 C4+22 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 ••••DLO Jamb 4 4 4 4 6 6 6 6 8 66 8 8 8 8 8 8 8 a a 8 8 8 • • •••••047* P-Hook 4+5 4+5 4+5 4+5 4+5 4+6 4+5 4+5 5+6 6+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 6+7 6+7 7+8 7+8 7 7+Head/SIII 04+2 C4+2 C4+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 C4+22 C4+2 C4+2 C4+2C4+2 C4+2 C4+2C4+204+2 C4+2 C4+204+2 * C5+2 •• • •• •DLO Jamb 4 4 4 4 6 8 8 6 8 88 8 8 88 8 8 8 8 8 8 ••••••P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+g 4+5 5+85+6 5+6_6+7_t_6+7 6+7 6+71 8*7 I A+71 A471 6+7 7+8 7+g 7+8 7+e *Goose 0• NOTES: O=EXAMPLE ON SHEET 9 •••••• 0008• • 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3.1/4"SILL. • • • 0000 •• •• 2)WHEN USING THE 2.1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"OR 4'•SILL,POSITIVE WATER DP IS 60.0 PSF MAX.(NEGATIVE ••:••• PRESSURES UNCHANGED).SEE TABLE 2A. •••••• • • ••• • 3)ONLY THE 2-1/2',3-1/4'AND 4"SILL HEIGHTS HAVE BEEN TESTED FOR WATER INFILTRATION RESISTANCE.THE 1-1/2"SILL HAS NOT AND MAY ONLY BE USED INA • • •••••• PASS-THRU WINDOW WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED DUE TO ROOF OVERHANG CONDITIONS.POSITIVE DESIGN PRESSURES SHOWN IN •• •• • •••••• • TABLE 2 MAY BE USED WHEN THE WINDOW IS USED AS A PASS-THRU WINDOW. •••••• • 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. • • • • 5)WINDOW SIZE TO COMPLY WITH CURRENT FEC,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 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. a..* • • 000 • • Straight Astragal Lockstlle @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ ,pprmn a:wnn, na�, + •••• Interlock P-hook Lockstile @lamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Floddn 0 Idins Co& Heavy-dutyStiles Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile xonn J? Standard Astragal Outside Corner Outside Inside M1ap,l0ulc Prodvclout Corner corner ay K Inslda`_',_� ONS LYNN 4f14 InsideCor Corner Outside Corner Part 061(Stile) Parl 061(Stile) Part 0119(Out.) Part 1161(Stile) = ;• No.58705 ,•* y Part 061(x2) Part 061 Part 061 Part 061 Part 0118(Corner Parts 031&032 part 1$61 Par[067(Astragal) Part 0120(In.) _ Receiver) (Corn.&Fxd Mount) '• E rororEaaroLoorwavE DPANDANCNORAGE Q •, s r �iE1�s+2rs SERIES 770 ALUM.SGD-WINDOW-LMI swwr,e se+s o.a ° nownroow NTS — a 22 uMobP0T0129 A.L1�P.E.#6 a105 JR 02W14 CERT.OPAUTH.#29200 P.E. TABLE 3 Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP shown below configurations on Sheets 2&3) (May be limited by Table 3A) For comer astragal anchorage on 90'er 1351 corner units,see sheet 11 Window Unit Height(In) Table applies to Glass types 4;4A,- 42 1 48 1 so 7. 96 6,6A,7,7A,8&8A and the _31-7/8"01,10 37-7/e"DLO 49-718"DLO 61.7/8"DLO 69.71W DLO 85.7/8"DLO Stile/Astragal types shown below. Anchor Group nchor Group A.'C or Group Anchor Group Anchor Group I Anchor Group 1 1 2 3 4 1 1 2 1 3 1 4 1 1 2 1 3 1 4 1 1 2 1 3 1 4 1 1 2 1 3 1 4 1 1 1 2 3 4 Design Pressure +/-90.0 ps1 24 17' Hea 511 C4+12 4+1 + +1 + +1 +1 + +1 +1 + +1 +1 C4+1 + + + + + + + +1 + + DLO Jamb 4 4 4 4 8 8 6 8 B 8 1 6 I 8 I 8 B 1 8 1 8 1 8 1 8 I 8 1 B 1 8 I 8 I 8 1 8 P-Hook 4+5 4+5 1 4+5 1 4+5 1 4+5 4+5 1 4+5 1 4+5 1 5r 5+6 1 5+6 1 5+8 1 8+7 6+7 1 6+7 8+7 1 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+8 1 7+8 1 7+8 Design Pressure +I-gaopsI 29" Head/Sill C4+1 C4+1 C4+2 04+2 04+1 C4+1 C4+2 C4+2 C4+1 04+1 04+2 C4+2 CM1+1 C4+1 C4+2 C4+2 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C5+2 30 DLO Jamb 4 4 4 4 B 6 8 8 8 6 8 6 8 8 8 B 9 8 8 8 8 8 10 8 P-Hook 4+5 4+5 4+6 4+5 4+5 4+5 4+514+5 5+6 5+8 5+6 5+8 6+7 6+7 6+716+71 6+7 6+7 6+7 1 8+7 1 7+8 1 8+9 1 8+8 8+9 a Design Pressure +/-90.0 1 42 35" HedNSill C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 21+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 DLO Jamb 4 4 4 4 6 8 8 6 8 8 6 8 8 8 8 8 8 8 8 8 8 8 10 8 P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+8 5+6 5+8 8+7 8+7 6+7 8+7 8+7 7+8 7+8 7+8 8+9 8+9 1 8+9 8+9 Design Pressure ±90.0 / See to below. 41" HeaNSlll C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C5+2 C5+2 C5+2 C5+2 Ca+2 08+2 •••• 48 • •. DLO Jamb 4 4 4 4 6 6 8 8 6 6 8 8 8 8 8 8 8 8 6 8 8 8 10 8 • • •••• �• ••• P-Hook 4+5 1 4+5 1 4+5 1 4+5 1 4+5 4+5 4+5 1 4+5 1 5+6 1 5+8 5+8 1 5+6 1 6+7 1 6+7 1 6+7 1 6+7 1 8+7 1 7+8 7+8 7+8 8+9 9+10 9+10 9+10 • • • • FOR EXAMPLE ON USING TABLE,SEE SHEET 7. A)+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A,8&8A;+/.87.1 FOR GLASS TYPE 7. •• • •••••• •• DLO WIDTH= •••••• •• • •• ••• NOTES: TABLE 3A: NOM.PANEL WIDTY di••• • :6490:• 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. Sill Height to Max.(+)DP •• ••• 2)WHEN USING THE 2.1/2'SILL,POSITIVE WATER DP IS 48.67 PSF MAX.WHEN USING THE 3-1/4",POSITIVE WATER DP (Water Infiltration Rating) DLO HEIGHT= •••• • • • • IS 60.o PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX.(NEGATIVE PRESSURES • • • UNCHANGED).SEE TABLE 3A. SIII Riser Height WINDOW UNIT HEI�iFiT•>�•1�5" •• •• ••••• 3)ONLY THE 2-1/2",3.1/4"AND 4"SILL HEIGHTS HAVE BEEN TESTED FOR WATER INFILTRATION RESISTANCE.THE (Flat or Box,see Design • • 1.1/2"SILL HAS NOT AND MAY ONLY BE USED IN A PASS-THRU WINDOW,WHERE WATER INFILTRATION RESISTANCE IS Sheet 17) Pressure,pst PANEL HEIGHT= •••••• ••• • ••••• NOT REQUIRED DUE TO ROOF OVERHANG CONDITIONS.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE Flush-1.1/2" see note 3 WINDOW UNIT HEIf�FlT;1.1:8d' • •••••• USED WHEN THE WINDOW IS USED AS A PASS-THRU WINDOW. Low-2.112" +46.67 • 4)SEE SHEETS 10.14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Medium-3-1/4" +60.0 ••••••• • • • • • 5)WINDOW SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. High-4" +90'0 • • • • - •••••• 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SEE NOTES 1-3 • • 000000 • • • THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. •• • • ••• • • Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ • • • - Interlock P-hook Lockstile @ lamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal •• • +'IiJn IIuIdOi CodeHeaW Heavy-duty Stiles Heavy-duty Stile HeaW-dutYStlle Heavy-duty Stile Heavy-dutyStile Hea 'du ryStile Heavy-dui Stile Heavy-duty Stile Heavy-dutyStile Hmutu Inside ift Heavy-duly Astragal Outside Corner Outside Corner Ml3 ml bade Prodnc s stto ..J.� Corner yl 77 T � u OY,�lG Corlmlner- Outside �\OSJY LYNN ImIdeCOr Corner ..'.. �tcENSF'•.,F,p Part#61(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile) - :• No.58705 ' Part#61(z2) Part 961 Part#61 Part#61 Part#118(Corner Parts#31&#32 Part M61 _ c _ Part 468(Astragal) Part#120(I 1.) , Receiver) (Corn.&Fxd Mount) - .(,(. _ :�Q'•. STATE 0 !(/�� roTsrECHNOLDDYDRAVE DPANDANCHORAGE O<` k40RIOP,.•' NN. C� �,ENM FL r�s4ars SERIES 770 ALUM.SGD-WINDOW-LMI '%S/ONAL ECS \ wr: O„db wa, e'r" een"' Yu! A.LYtIr me"ER,P.E. JR OYLN14 CERT.OFAVTH..et? W OD-770WINOOW NTS R -22 PGTO129 P.E.#56705 NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE T, JAMB (7)P-HOOK ANCHORS, SEE"C6"CLUSTER MAX.UNIT WIDTH SEE"C5"CLUSTER DETAILS, DETAILS,SHEET 10 SPLICE REQUIRED(nj (PERPENDICULAR TO GLASS FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 DETAILS,SHEET 10 FOR REQUIRES"C8" SHEET 10 FOR INTERLOCK POCKETS INTERLOCK CLUSTER,SEE 24"MAX.O.C. THIS AND 60"NOM. SHEET SEE POCKET 8 P-HOOK PANEL WIDTH DETAILS,SHEET 11 x x x O r------- x x x x x 6"MAX. JAMB MOUNTING I x x x x f x x x x x x x INSTALLATION, ADAPTER I 8'MAX. (�} T x x x x x x x x x THIS SHEET ANCHORS MIDWAY 1 I I !L 3•MAX. x x &SHEET 14 BETWEEN P-HOOK 4 PAIRS OF :\* ANCHORS&AT 3" I z=FRAME x x ANCHORS 1 FROM TOP& 1�_ 4® '°I I ANCHORS 96" (TOTAL8 BOTTOM I 14' I i_i 1 UNIT 21"MAX ANCHORS) 4.051" t-MAX.TO OPENING Max'D.C.'®I 144-MAX.O.C. (�®=P-HOOK HEIGHT O.C. PER JAMB EDGE OF POCKET SEE I O ANCHORS x x (SEE JAMB INSTALLATION ik I•I DETAIL DETAILS'Jc'&'Kc', ,m °� R10=P-HOOK BELOW) END PANEL SHEET 14&PART iti ®� i MOUNTING ANCHORAGE DETAILS'J'&'K', I)$ 1 j j ° 3"MAX. ADAPTER �- x 24"MAX• (2 ANCHORS) SHEET 19 FOR g �--1�1 I ANCHORSO.C. P-HOOK L----_-6•MAX. ` x - _ xxxxxx . x �END PANEL ANCHORAGE ANCHORS END PANEL x' z, x x xx x x x x x x x' 6'MAX. ANCHORAGE(SEE ANCHORAGE x' x x x x x, .�2. �•+2" SKETCH BELOW) 000 • (SEE SKETCB )P. ��"+2. •2' '+2" ANCHORAGE • 0600 •• ••• CENTERLINE ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAO OF PANEL 1 2.04" • • • • 24"MAX. EXAMPLE 6•)ANEL 2 TRACK 90"OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: Nr •• • • • • O.C. 160"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6„ SPLICE NOIG••• •••• •••• - NON-STRUCTLORAL ANCHORAGE EXAMPLE NOTES: • o • I 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 ANCHORSW jg4IGN THE •••••• 0" 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8__ AS D OFbSI j�IGN THE • ♦ • T EXTERI R HEAD OR*SILL IF A�PLICE • • 80" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AN fHEW-HOOK. • •• •• ••• NOM. •. INTERLOCK APPROPRIATE TABLES,SHEETS 6.8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX, •••••• • ••••- PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. ..000 WIDTHDETAILS,SHEET 10 ANCHORS PER PANEL.ADDITIONAL ANCHORS 24"O.C.MAXIMUM. •• •• •••• • FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64" •••••• • • +2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR • • • • ••• • CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT8"MAX • • Poo**••• • • 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: ::b °F CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR •••• • ••• i•• •i OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE F-2-TRACK • • FRAME JAMB ^vn�oean.c°n,p� • s P-HOOK ANCHOR DETAILS ON SHEET 14. ..id., C +2"ANCHORAGE ANCHOR PAIR FIm REQUIRES SEE"C5"CLUSTER END PANEL CENTERLINE CENTERLINE nonrl__ 3 l "C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE MI ndI ,c e,aluN Cno • DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) 8„ INTERLOCK ASTRAGAL i • 4.051" —h 3.5" I MAX. r `1;;7tTI prr Zee a n _g!Z 77Z: —" No.58705 x ^+ EXTERIOR V CENTERLINE 2"ANCHORAGE--/ CENTERLINE +2"ANCHORAGE CENTERLINOF PANEL 5E I OF PANEL 3 I OF PANEL 4 = t7 [r SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS raw a.wxa •„^•," ; ZJ OT sT TE o R-wor. aft axwa x N.vENICEIF�L�Y6DRNE ANCHORAGE SPACING&EXAMPLE PLANS ;�s�/F�ORID (BIINE41B00 SERIES 770 ALUM.SGD-WINDOW-LMI "fill D"M4bat Oar ar aw4ra wr. A.LYNN MILIER.P.E. JR 02120114 ora. CER T.OF AWN.N292W ® OD-flO WINDOW NTS 9 s 22 POT0129 P.E.p 58705 ASTRAGAL OR 6"DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION 2.04" INTERLOCK--�_IF NEEDED INTERLOCK+I CONDITION,USE INTERLOCK►r IF NEEDED 2.04" CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE , 1.75" Ext 8"DIAG, 3.5" 7„ 7" 1,75" 3.5" 21„ "DI MAX. O.C. EXTERIOR 2.04„ 2.04" 2.04" 21" 5.64" MAX. EXTERIOR 3'6" 7^ EXTTEIR,IOR 4"DIAG. 7„ EXTTEE1RIIOR 7 3.5" O.C. v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 8"MAX. 5.84" Qt ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK �2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER FRAME JAMB 6"MAX. ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C8") ANCHOR PAIR 4-TRACK ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK--IF NEEDED INTERLOCK I CONDITION,USE INTERLOCK F ANCHOR PAIR ••• IF NEEDED EXTERIOR • 2.04" � CENTERLINE I CENTERLINE I "CB"CLUSTER DETAIL) CENTERLINE 3.6^ L✓ • • ••• •• ••• 3.6" 3.5" 7" ANCHORS MAY BE 1N6TALllED • • •• 21" EITHER IN THE Ex`QF�IaT• • • • 2.04" 4"tDIAG�.AtA MAX. TRACK(INT.SHO ) • • • 0000•• O.C• 0000•• • • • =4.08" X4"DIAG. 8" •0600•2.04" • •5.84" NOTES:1.ALL DIMEMMISHOWNREXTERIOR 7EXTERIOR 3.5" 3 5" ARE BASED GGI 04W • ••••• v 3-TRACK FRAME HEADISILL v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 6 M ALLOWED. • • •••• Q ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK T} 2.FOR HEA�Ofi•51LL SPLICE ••• •• (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMB LOCATIOV441r"JAGE AT 6 • ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK S:E SHEET6. • 000909 FOR SPLICED •••• (FOR SPLICE • • ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR CONDITION,DO NOT CONDITIONS ONLY: • • • 000 6 0 INTERLOCK IF NEEDED INTERLOCK�I CONDITION,USE INTERLOCK USE THIS DETAIL) SPLICE LOCATION •• • :e: 0 • CENTERLINE I CENTERLINE I "CB"CLUSTER DETAIL) CENTERLINE IF NEEDED 0 • "I 1.76" I 3.5" 3.5" �--- 3.5" —►•� 3.6" 7 ,. 2.04" 41-11 2.04" 2.04" APP�occd m complylug Ir1181ha 4"DIAG. a oir b old ng Co c __ Dnln�_ 2.04" 5.37"DIAG. 4"DIAG. NOA_ Bflmni Un do PrndncIC o 4.08" ,{{ 4"DIAt3 I 2.04" EXTERIOR EX T ERIOR EXTERIOR 7^ 3.5" 3.5" \�'`�,OV• \% 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL Q ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK No.50705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") – ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION a«.e n.ww. o.r.ela :,per•.• s�rEoti. �.--� +oloTEcwNaoorORlvE ANCHORAGE EXAMPLE CLUSTERS F'•. <oRIOP.•^'`G��; N.VENICE,FL 94276 re4+ ,� SERIES 770 ALUM.SGD-WINDOW-LMI `� I I„ ` r,raw,e t aw.e 6^MYGn a^' A.LYNN MILLER,P.E. JR 0?... a,.�b aux CERT.OFAUTN.X1B2P8 � SOD-770 W+NDO NT6 10 a 22 POTO129 P.E.N 58705 2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM 4"DIAG. ?4'DIAG. 8.94" ALLOWED. 8.12" 8.12" 3.5" 3'S 2.DETAILS DEPICT ANCHOR INTERIOR INTERIOR LT 1 TERIO INTERIOR 1 QUANTITY AND SPACING, 90° 3. " 90° 3. " 1 EXTERIOR AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 4" 3.5^ EXTERIOR 3.5" 4" 3.6" 3 " 4" "+1"ANCHOR 2.04" EXTERIOR 2.04" 7" 2.04" EXTERIOR 4" 2.04" 7„ 8.94" EXTERIOR 90°CORNER 90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/BILI CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL ANCHORS ARE REQUIRED,"�4D ANCHORS ARE REQUIRED,"CB") ANCHORS ARE REQUIRED,"94D ANCHORS ARE REQUIRED,"C6") 4.08" "+2"ANCHOR INTERIOR INTERIOR ••• EXTERIOR 4,08" "+1^ANCHOR 2.04" • 4" 7.41" 4"DIAG. ••• 00* •• INTERIOR 3.5" INTERIOR I • 90° 7" 135° 3.5" CENTERLINE •••• - EXTERIOR •@FENNEL • • 090 •• .3 I 3.5" "+3"AN%"••• • • • 4.08" 4.08" 7" ••• •• 5. 7' AG. 5. 7" AG. • • • 2CENTERLINE 2,04" • • OF PANEL 4"DIAG. • •• ••• • 3.6" 4" 3.5" 4 • • EXTERIOR EXTERIOR 7" 4 In, ON "+2"ANCHOR 3.5" • • • ••• • 7" EXTER R ALL 7" • • •••• 90°CORNER 135°CORNER n VIEWS C l�fERLINE ••• •• 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL V I•i-09AWEL • • ("C6"ANCHOR CLUSTER REQUIRED ("CB"ANCHOR CLUSTER REQUIRED 2-TRACK FRAME HEADISILL • AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. INTERMEDIATE A ARCH LA OUT • ••• •• •••• • • *T.Rl.. INTERIOR 2.04" • • • ••• •• 04" 12" 3.5" CENTERLINE • • • • • EXTERIOR 6.88" ~OF PANEL INTERIOR I3.5" 135° "+3"ANCHOR 2.04" 7"6. 6.12" 3S 406" 4-DIA �7" EXTERIOR htlnmll)m,Pmdud C.M.1l 2.04"DIAG. 3.5"ExtEaoR 4„ 3.5 CENTERLINE '\ i�LYNN 2.04" OF PANEL ��p� •.......M74< 90°CORNER 135°CORNER ��..'OCENS,' Fp 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL =Yr i 1c No.50705 ("C8"ANCHOR CLUSTER REQUIRED ("28"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT = _ AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) 4 rt.,scm. orob ';o(� i�fw[l OF} :'41 1070 TECHNOLOGY ORNE[J� ANCHORAGE,EXAMPLE CLUSTERS FcomoP.•••`�'; N.VENICE,FL 90276 rs �i�SSi/...•.... •`.�G SERIES 770 ALUM.SGD-WINDOW-LM► NAI ay,"tm"t ea. eti u..csra a"- A.LG'NN MIOLEd;P.E. JR X0/14 ak CERT OFAUTH.#20226 m SOD-770 WINDO NTS 11 >22 POT0129 P.E.658705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: THE METAL SUBSTRATE EDGE DISTANCE: SEE TABLE A,SHEET 1 EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 NOTES: 2-1/16"• 2.1/18"" 2-1/16"' 1/4" 1.ALL DIMENSIONS 1/4" EXTERIOR 1/.1^ --- MAX. SHOWN ARE BASED r S IH EXTERIOR o AX. S M ExteaaR SHIM ON MIN.ALLOWED. i �] 2 METAL OR WOOD EMBEDMENT: T r j SUBSTRATES MAY BE SEE TABLE A, JJ USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD 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 DIAGONAL O.C.IS ®2-TRACK FRAME HEAD ®3-TRACK FRAME HEAD ®4-TRACK FRAME HEAD MIN 4"(HEAD&SILL) w WOOD INSTALLATION Bw WOOD INSTALLATION 2v METAL INSTALLATION OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND •••• NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL•SUBST%ATE 111000 •••••• 1(1/4"MAX.)q i SHEET 1 1 SHEET 1 — • • • • (1/4"MAX.) (1/4"MAX) • • • T EXTERIOR EMBEDMENTOM••• •••••• EXTERIOR 1 EXTERIOR • TABLE A.SHGETI••• • • • �j ••• •• 2-1/18"' 2-1/16"' 2-116^' EDGE DISTANC94•• • • • EDGE DISTANCE: EDGE DISTANCE: SEE TABLE AOSHEET 1• SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 •••• 0e.: ••• • EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 •••••• ••• • 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL • • *0:0 Ew WOOD INSTALLATION Fw)METAL INSTALLATION •• •• *00 :• ow WOOD INSTALLATION ® •••••• • EMBEDMENT:SEE 1 • • • • TABLE A,SHEETVDGE • • • ••• ••TANCE: ••••EMBEDMENT:SEE BLE A, • • • :•• •0TABLE A,SHEET 1 I ET1 •• • ••• •EDGE DISTANCE: • •EMBEDMENT:SEE 1 SEE TABLE A, METAL TYP., •TABLE A,SHEET 1 � —J SHEET1 SEEANCHOR EDGE DISTANCE: NOTE 4,SHEET 12X WOOD 2X WOOD SEE TABLE A, Apprnred ae cmnp17h18 with 16ro TYP.,SEE ANCHOR TYP.,SEE ANCHORSHEET1 FlmiJn uidtnBC d�NOTE 3,SHEET 1 NOTE 3,SHEET 1 D"Ic.SMS ANCHOR TYP., NOA02 1/16„' SEE ANCHOR NOTESMinudWOOD ANCHOR T I P., 2-1/16"' &TABLE A,SHEET 1OF 3 SEE ANCHOR NOTES WOOD ANCHOR TYP., ADS&TABLE A,SHEET 1 SEE ANCHOR NOTES ND THE V NO &TABLE A,SHEET I EXTERIORL ��.•'"""• 74(FEXTERIOR EXTERIOR 1 TRATE r. 1/4"MAX.SHIM If 1/4”MAX.SHIM _ _ 1/4"MAX,SHIM —^-I Imo— No.58705 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB t WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION '•,� ar. o-wrom. :OT SATE F 1070 TECHNOLOGYDRNE ANCHORAGE DETAILS F'••.!'toalD�.••'G�'�; AVENICE,FL 34276 TM (011)480.1600 SERIES 770 ALUM.SGD-WINDOW-LMI — n.^�e a. A.LYNN MILLER,P.E. JR 02/20/14 oiea CERT OFAUTH.120786 OD•770WINDOINNTS 12 w 22 PGT0128 I REA 58705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE TABLE A,SHEET 1 ON MIN.ALLOWED. 2.1/16"' PERTABLE 2.1/18"' PER TABLE 2-1/18"' A,SHEET 1 A,SHEET 1 A,SHEET 1 _ 1/4" s.., ,. 'DIAGONAL O.C.IS EXTERIOR r SHIM OR 6"(JAMB)SEE ILL) r TI{ DEBT•AILS,SHEETS EMBEDMENT: L MAX.114" EXTERIOR 1 M EXTERIO� SEE TABLE A, � MAMAX a 1. SHEET 1 SHIM �r SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR 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 NEICONCRETE INC CONCRETE INSTALLATION INSTALLATION cCONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHORASHEETI WOOD BUCK TYP.,SEE SEE AN"SHEETI UCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE ACHOR NOTE 3,SHEET 1 TANOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 900 SEE ANCHOR SEE ANCHORSEE ANCHOR • NOTE 5,SHEET NOTE 5, NOTE 5, .0. ••• •• • • 1(1/4"MAX.) SHEET 1� SHEET 1� •• • • • • 1 (1/4"MAX) I (1/4"MAX.) • • • j •••••• • • •••••• T EXTERIOR • EXTERIOR / EXT R i •••••• • • • a CONCRETE 000000 2-1/16"' 2-1/16"' 2-1/16"' PER TABLE• • • • EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 •••• • •• :00 • 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 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 0•• ••0• ••••• •• ••• da 2-TRACK FRAME SILL da 3-TRACK FRAME SILL da 4-TRACK FRAME SILL Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc ••CONCRETE INSTALLATION •••••• • • EMBEDMENT:SEE + • • • TABLE A,SHEET 1 �I • • • 000 •• EDGE DISTANCE: •••• EMBEDMENT:SEE SEE TABLE A, • • • •• • TABLE A,SHEET 1 -`I SHEET 1 •• • 000 • • EDGE DISTANCE: PROPERLY SECURED • • SEE TABLE A, • • EMBEDMENT:SEE 1X WOOD BUCK TYP., TABLE A,SHEET 1 �I SHEET 1 SEE ANCHOR NOTE 3, PROPERLY SECURED EDGE DISTANCE: PROPERLY SECURED SHEET 1 SEE TABLE A, •1,1n m„t as omplylva srlth the 1X WOOD BUCK TYP., 1X WOOD BUCK TYP., t o,la,•,Wlca c SHEET 1 2-1/16"' SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONC./CMU ANCHOR D;,tc / noon/ 26 SHEET 1 SHEET 1 TYP.,SEE ANCHOR n1l nl Gic Prc luct C o"Iml 2-1/18"' NOTES&TABLE A. CONC./CMU ANCHOR CONC./CMU ANCHOR 2-1/16"' SHEET 1 CONCRETE II) TYP.,SEE ANCHOR rt ! I NOTES&TABLE A, TYP.,SEE ANCHOR OR CMU SHEET; CONCRETE NOTES&TABLE A, EXTERIOR PER TABLE `�pN EXTERIOR OR CMU SHEET 1 CONCRETE n_ A,SHEET 1NCEN I EXTERIOR OR CMU V �1/4"MAX.SHIM —�-I I PERTABLE RR A,SHEET 1 V 1l4"MAX.SHIM PER TABLE sY' No.58705 _ A,SHEET 1 1/4"MAX.SHIM 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4a 4-TRACK FRAME JAMB Ic CONCRETEICMU INSTALLATION >;0 �; Oc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION = f �S /[/� Q�• S FATE N.1VETECHNO s4GYD� ANCHORAGE DETAILS sS/ONAI- CN`` ro„ ,WO SERIES 770 ALUM.SGD WINDOW-LMI A. LYNN I LER �.wfkac sew: A.LYNN MILLER,P.E. JR X14 ow.. CERT OFAIJM929M OD-710WMDOW NTS 13 d22 PGT0129 P.E.#58705 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FORINFILTRATION CONC./CMU ILLUSTRATIVE 0 o WOOD ANCHOR TYP., ANCHOR TYP.,SEE PURPOSES ONLY.SEE SEE ANCHOR NOTES TABLE A,SHEET 1 FOR EMB ,SHEET 1 EDMENT: &TABLE A,SHEET 1 20 ANCHOR NOTES& TABLE AALL APPROVED SEE TABLE A, ---- (ALSO SEE TYP. SUBSTRATES. SHEET 1 —— _-- — 28 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE EDGE DISTANCE:SEE E-ER 3.SEE TABES 1-3, .7 TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR SEE TABLE A,T P-HOOK MOUNTING REQUIRED P-HOOK 28EXTERIOR SHEET 1 ' ADAPTER CONC./CMU AND P-HOOK MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., J L ANCHOR NP.,SEE SEE ANCHOR NOTES V P-HOOKANCHOR NOTES 8 TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. TABLE A CMU PER TABLE ON SHEET 9. ••• ILLUSTRATION,SHEET 9) EDGE MIN.DISTANCE A,SHEET 1 ,SHEET 1 (ALSO SEE TYP, • EDGE ILLUSTRATION,SHEET 9) • • ••• •• ••• P-HOOK FOR USE WITH FLAT SILL RISERS ifa P-HOOK FOR USE WITH FLAT SILL RISERS •• • • • PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24, 000000 •••• ••••:• 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 0000 • 0•••• METAL TYP., P-HOOK MOUNTING •••• 0• •• ••• • SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU 000000 • •• •• NOTE 4,SHEET 1; ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE • • •••• MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE CMU PER TABLE ANCHOR NOTES&TABLE •• •• 000 •• A,SHEET 1 0 BEYOND THE METAL ANCHOR NOTES A,SHLSOEET 1 :00••• • SUBSTRATE 28 EE Ty . (ALSO SEE TYPET 1 EMBEDMENT: ILLUSTRATION,SHEET 9) • • • 4 • ••• 0• ILLUSTRATION, SEE TABLE A, 260000 EMBEDMENT: SHEET 9) SHEET 1 •••• ••• ••Be: SEE TABLE A, DISTANCE:SEE SHEET 1 TAB LE A,SHEET 1 1-1/4"MIN.EDGE DISTANCE •• 30 30 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR SEE ANCHOR NOTES n Approcedeuompl)ie3u1t6lb, &TABLE A,SHEET 1 ANCHOR TYP.,SEE V ANCHOR NOTES 8 TABLE woda uiaio � (ALSO SEE TYP. noon u ILLUSTRATION,SHEET 9 2.693"MIN. A,SHEET 1 2.693"MIN. Q Q EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE 11nw1 Pae rrodu conl,nl ILLUSTRATION,SHEET 9) n { ®P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS w PARTS#19.#21,#23 OR#25, Ko PARTS#19,#21 #23 OR#25, \+ ONY LYNN 417 METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR@�,•''�IceNSF'•�F9 (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY No.58705 ' +070TECNNOLOGYDRIVE ANCHORAGEDETAILS �'�'�` '• Fro LoF• {� N.VENICE,Fc siva SERIES 770 ALUM.SGD-WINDOW-LMI r�sSInNAL E��\\ ffl4im40B00 1 a.waxee aaa' CY�NMMILIt�i,`P.E., in 02120114am CERT.OPAUTN.N2BIBS o-now�N NTS 14 d 22 PGT0119 P.E.nse�os HEADER BLOCK TO HEADER ATTACHMENT EXTERIOR TO PREVENT ANY EXTERIOR-OPERABLE O HEADER PANEL FROM DISLODGING TO THE (3-TRACK SHOWN) EXTERIOR,INSTALL ONE HEADER BLOCK AT EACH INTERLOCK,ASTRAGAL AND P-HOOK INTO THE EXTERIOR TRACK OF THE 1p1 HEADER.TRIM THE SCREW COVER AS HEADER NEEDED. BLOCK 122 #12"X 1-3/4"SELF-DRILLING EXAMPLE:HEADER BLOCK PLACEMENT IN SCREW,MIN.(1)REQUIRED 3-PANEL CONFIGURATION,OTHERS SIMILAR. EXTERIOR --------------- •••• • MAX.UNIT MAX.UNIT WIDTH • •;•;•i ••••• •• • • HEADER WIDTH DETAIL'A', MAX.DLO NOM.PANEL WIDTH •••••• • • • SHEET18; WIDTH TYP.PER TABLES 1-3 •• ••• INSTALLATION INTERIOR •••• • • • • DETAILS ExrERloa •••••• ••••• •• •• 'Aw'&'Ad, PANEL PANEL • PANEL TYPE TYPE PANEL •••••• • •• •• SHEETS 12 &13 TAE 'QS' 'AS' TYPE 90* •••••• ••••• •s ••• MAX.UNIT CORNER DETAIL'N2', NOM. SHEET 19&CORNER • MAX. PANEL MAX. HEIGHT •••••• • • PANEL ! WIDTH TYP. DLO PER ANCHORAGE SHEET 11 • • •• • • HEIGHT HEIGHT SEE PER TABLES INTERLOCK DETAIL a•••• SILL NOTE 2 TABLES 1-3 1-3 'M',SHEET 19 • • • • • • • ••4••• DETAIL'0', EXTERIOR INTERIOR ir 0 ••• • • SHEET 18; •• INSTALLATION X X JAMB DETAII'G3',SHEET DETAILS 18;INSTALLATION DETAILS 'Dw'&'Dc', 'GW&'Go',SHEETS 12&13 SILICONE SHEETS 12 90° &13 EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX BY OTHERS APi'me4 ne cmnpl}ing ulih Ih. F'IuNOa IfuWinO'Oe NOTES: #10X #8X1^ Dnle 5 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR 1-1/2" PH SMS Noon TABLES,SHEETS 6-8 FOR MAX.PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION PH SMS hflN'}I}//"'I"er"au,•iiLal DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS, 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT n FRAME JAMB OR ASTRAGAL. \\��ON..LYNN 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. l� ,.•' CENSE Ff i e.• DLO WIDTH=NOM.PANEL WIDTH-7" PANEL CORNER FRAME CORNER "• No.56705 DLO HEIGHT=WINDOW UNIT HEIGHT-10.126" DETAIL DETAIL } PANEL HEIGHT=WINDOW UNIT HEIGHT-1.866" 3 .5 IJ �(p — —or xMbr� a.vp,.� .�0'•. STATE OF 40, 1070 TECHNOLOOYDRNE ANCHORAGE DETAILS/EXAMPLE ELEVATIO ; S/ ORIPP��\G N.VENICE,F1$1275 nr SERIES 770 ALUM.SGD-WINDOW-LMI '/, NAU wn" m.#' . : a,.a.a aa: (511}150-1800 rn.rm� ee+a •,,.,e u.,°yx. 8n. A.LYNN{,MILER•P.E. JR 01/0/14 CERT OFAU1H.419TB5 800.770WIN00 NTS 15 a 22 P�T0129 P.E.558705 CONFIG. EXAMPLES INTERLOCK DETAIL IFOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 16 �'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; ( l r—INSTALLATION DETAILS'GW&'Ge,SHEETS 12&13 HEADER DETAIL'A',SHEET 18; MAX. IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET DLO JAMB DETAIL'G3',SHEET SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw'&'Ac', WIDTH 18;INSTALLATION DETAILS DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&13 SHEETS 12&13 TYP �'Gv/&'Go',SHEETS 12&13 SHEETS 12&13 90° ( , EXTE IOR INTERIOR PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE M',SHEET 19 ,R, ,L, ,D, ,A, TYPE TYPE MAX. A, 'Cg qg' MAX. NOM. 90°OUTSIDE CORNER / / / UNIT / UNIT DETAIL'N1',SHEET 19& PANEL HEIGHT SILL DETAIL NOM. / HEIGHT PER CORNER ANCHORAGE MAX WIDTH TYP. PER SEE TABLES 'D',SHEET MAX PANEL SEE TABLES SHEET 11 PER WIDTH TYP. NOTE 2, DLO TABLES 1-3 NOTE 2, 1-3 INSTAR DLO PER 1-3 INTERIOR HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 �L-, EXTERIOR 000* a a SHEETS e, a • NOM.,PANEL ••••• •• 000 0 X X X x • WIDTH•TYP. • ( &13, X X x YZR TA6LES ✓ •• • •• MAX.UNIT WIDTH I MAX.UNIT WIDTH ••••L� _ '..*.o •• ••• • SEE FRAME& SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH�J— •••••• • • • PANEL CORNER •• ••• CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS •••• • • • DETAILS SHEET 15 2-TRACK 'Dw'&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK) • • • • •••• • •• •• •• JAMS DETAIL'11',SHEET 18; • ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'& •••••• • •• •• L2,SHEET 19� , 1 INTERLOCK DETAIL'M',SHEET 19 le,SHEETS 12&13� • • •••• 1 HEADER DETAIL • J-ETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET 'B',SHEET 18; �7J�t��C�E� :HEADER DETAII'C',S�,EET18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION IL'12',SHEET 18;INSTALLATION iHw&'Hc',SHEETS 12&13 Jc',XW&'Kc',SHEET 14 DETAILS'BW&'Be, W Vie,SHEETS 12&13 18;INSTALLATION DE AILS •••• SHEETS 12&13 'M'Cd,SHEETS 174 13 • • • (�--- MAX.UNIT WIDTH — --MAX,UNIT WIDTH —---yf • • • •••••• ---- • • • • PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE j TYPE TYPE TYPE TYPE 'R' 'L' 'M' 'F' i M F F P MAX. MAX.UNIT NOM. i NOM. UNIT eDO,mroAmeanptyngwllhmr HEIGHT PANEL j I PANEL HEIGHT Florio ub;in;. a<Ic PER � � WIDTH TYP. � 1 / / WIDTH TYP. / PER 2C t TABLES MAX./ / PER / i MAX. PER TABLES htl °Iiit.;dcQ'ainciCo ro SEE ss SEE 4- 1.3 DLO NOTE 2, TABLES 1-3 2 i OTE 2, DLO TABLES 1-3 1-3 �/ HEIGHT SHEET 15 i SHEET 16 HEIGHT tcy.• — a L16 ----- o x x x x x x o \ , Nr LYNN �'?••.•' \\DENSE'•..FP i EXAMPLE:OXXXp SILL DETAIL'E',SHEET18; EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; No.56705 'r (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS _ 'Ewe&'Ee,SHEETS 12&13 'Fw'&'Fc',SHEETS 12&13 _-� BI: qs". ., Tr.OF1070TECHNOLOGYDRIW EXAMPLE ELEVATIONSs1ArE orN.VENICE,FL&270(941)480.1600 SERIES 770 ALUM.SGD-WINDOW-LMI ro..roxaA. NN MILLERA.E. JR o.s CERT.OFAUTN.N202B6 9 OD-770 WINDOW NTS 1B d 22 PG717128 P.-A 58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK BOX OUT BOX W 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER E90XT CORNER RECEIVER 36 RECEIVE0. 36 RECEIVER TYPES OUT IN STILE WAND00X OUT BOX IN WI HANDLE Wl HANDLE WI HANDLE WI HANDLE WI HANDLE WI HANDLE WI HANDLE WI HANDLE a11e �aL11)1La i 031 —Tcm —� #120 x119 q81 x116 #81 ag1� ag1 #61 SINGLE INTERLOCK u:r' F PP K L TR TQ TC TA TV TW OUT I SINGLE �- 8 E P A C C IC SQ Sc SA SV SW INTERLOCK RLO IN moxovr (80"ano STILE �- RR R S S moxou0 Mmw) FD FC FV FW /J All HANDLE LLE D M W/HANOLE 000 Iw.YouO (90Xw) Lu ASTRAGAL LR PANEL NOTES: • a BOX OUT • • ••• •••••• W/HANDLE Iwxovrl 1.SEE DP TABLES 1-3,SHEETS--8 FGR PANEL • SIZES&DESIGN PRESSURE. •• • • • • LuABOX INAL - N LEFT 4INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN Q{�j.,�tQWD OFF •••• ••••0• J W/HANDLE reaYw) PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS f— ASTRAGAL T v STILE EXTERIOR STILE AND ARE NOT AVAILABLE. •••••• • :•••• BOX OUT 3.90°ASTRAGALS TO USE HEAVE Y STILES • • • Ie0Y01� Boxovs) (#61),CORNER RECEIVER(#118)AND EITJOER • • ASTRAGAL PANEL"E'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120rODRNER 0• •• ••••• BOX IN T U APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. • • J re�ag B0.`"'/ 4.135°ASTRAGALS TO USE HEXV.Dt`ftSTILES • ••••• INT CORNER RT Cl 90 LOCKSTILE (#61)AND CORNER ADDON(#31y.• •• ••• •• J W/HANDLE#120 .232' •••••• • • w EXT CORNER SILL RISERS OPTIONS I►— 232" • Z 90 LOCKSTILE 9 QT QS I • • • ••• •• Q All HANDLE 232' EXTERIOR 0000 #119 232, EXTERIOR .062' • • • • EXT CORNER /•� /� EXTERIOR .062" • • • ••• •• 90 RECEIVER / _T ` C EXTERIOR 082" 1�3 3.305• 4° " V VV ••• • • WI HANDLE 11 aQ 2.665' p I p • • INTCORNER#61 r r 1.607' 1 N I I I II_ • • BD RECEIVER AT AS DF 082" Ji. W/HANDLE EXT CORNER /'� SILL RISER FLAT' SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT 90 RECEIVER -�' CF 1B'FLUSH,1-1/2" 20 LOW.2-1/2" 22 MEDIUM,3-1/4" 24 HIGH,4" .750' 4UProced al comytyln9 wlih lhr EXT CORNER 1 • iT • i^ ■ iF EXTERIOR 7 6'Imida OoWh�BAn. 136 RECEIVER V VJ VWI HANDLE .760' 062" U°t¢#81 EXT IO J F.EXTERIOR EXTERIOR 002• acP�� (is, INT CORNER #31 ,gOg• G] 4.065' C�' 36 RECEIVER WT WS WF '002• 3.306' '� WI HANDLE #61 �� pp�� .002' 2.655 �> LYNIV �r`� .......rl'. O19 SILL RISER,BOXI' O SILL RISER,BOX O SILL RISER,BOX O SILL RISER.BOX ; FLUSH,1.1/2" 21 LOW,2-1/2" 23 MEDIUM,3-1/4" 25 HIGH,4" No.58105 _ NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 /� q..", rATr of 6PANEL1DIES 770 ALUM.SGD-WINDOW-LMI LU'.�.w.we � ov..sox�. a.. A.LYNN MILLER,P.E. JR oMr. CERT.OFAUTN.#292DB OD•770W/NOO NTS 17 d 22 PGTO129 P.E.#56705 ASSEMBLY DETAILS 108 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 00 OR 01 106 011 Mi IT 17 14 100 OF JAMB LENGTH t4 o-t1 5 G9 80 OR 81 75 5 80 OR 61 G1 60 OR Si 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL GI LIP#105 WITH FOR FIXED LOCK PART 8"LONG OPERABLE 89 PANEL CLIP 76 107-11 105 � W/RETAINER#108 113 PN MIDSPAN (SHOWN WITH PApN�EL) SEE DETAIL G2 FIXED PANEL TO nEXTERIOR 103 tt3 75&107-R11 103 FOR FIXED 560 OR 01 THE INTERIOR) V PANEL CLIP 103 EXTERIOR 14 � 16 5 112 18 17 #to X 3p' 123 FULL LENGTH G2 40 G4 00 oa 0t �1 EXTERIOR •••• OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIOR SMS,X 3 _ CLIP#80 0 5 51 52 W!SCREEN • • •000• •• 000 8"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 44TRAGK JAMB • 5U (SHOWN WITH H1 (SHOWN WITH da H2 (SHOWN WITH 11 (SHOWN WITH 12 (SMNN WfiH so•0• •• MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO (pEF �pANEL) •• • •• ••• 800R81 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) • EXTERIOR15 �I,EXTERIO •••••• • • • 721 SEE DETAIL ON SHEET 15 v 121 SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 15 •• ••• 0000 • • • 2 • • • • 0000 • •• 0000• • • 112 1 3 4 0000•• • 0000• 45 5 113 5 113 5 • • •••• •• •• 0000•• 52 51 89 59 • EXTERIOR EXTERIOR •••••• • • EXTERIOR 53 a a • • • • 0000•• a .... 0 :400041 SHOWN WITH ®2-TRACK W/SCREEN ®3-TRACK 4-TRACK MAX.UNIT 00 0 000 0 • OPT.SCREEN A FRAME HEAD B FRAME HEAD FRAME HEAD HEIGHT PER 0• 0 TRACK TABLES 1-3 53 69 69 69 EXTERIOR EXTERIOR 72 OR 73 52 61 72 OR 73 72 OR 73 4lJas I'eoinplwith{hi �1 FI--idAo�dJn 9ulJin Cad c 4611 113 9 10 Umc f 11 71 NOAH. 48 47 p 8 / h7�nI1J b."p'.dw roulro EXTERIOR 112 5 113 5 6 Z \\ CNV LYNN ......... Y 2-TRACK W/SCREEN 3-TRACK K 4-TRA '�F9 ' FRAME SILL FRAME SILL FRAME SILL Y' No.58705 zk ITEM 81 SHOWN,ITEM BO ALSO APPLICABLE,SEE TABLESE- 1.3,SHEETS 8.8 FOR DP(PSF)ASSOCIATED WITH STILE. Anyy., aoge U SATE 1070 TECHNOLOOYORIM VERTICAL SECTION DETAILS ��( "40RIUt' M VENICE FL 94276 nk /'•�lsrsi/�..... •��\�� SERIES 770 ALUM.SGD-WINDOW-LMI ,0 NM- a.r.ree.e ew. anrre #,..ynrb. wF A.L1/t�t5 MIILEa,P.E. JR �-0�14o.d CERT.OFAU7N.12820# 0-770 N7,,_ NT$ 18 r 22 PGTO129 P.E.#58705 ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) 6 4 INTERIOR gt 113 118 28 28 7 113 30 11 27 83 2B 27 83 103 62 111 63 60 OR 61 60 OR 81 60 OR 81 85 20 14 120 28 Cr, 65 85 IDEXTERIOR 111 82 EXTERIOR 111 90° EXTERIOR 02 EXTERIOR INTERIOR EXTERIOR P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS a a INTERIOR_ OR INT.MOUNT) EXT.MOUNT ONLY 90° pC 60 OR 61 L K PART p�K PART 75&107--111 LC 107-11 768107-11 81 5 INTERLOCK •••• 14 • • • •••• •• ••• 113 •• • • • • FTE 80 81 61 118 b •••••• • • •• ••• 113 113 11 • EXTERIOR 113 103 118 EXTERIOR 7 •••••• 67 88 •••• • • • ®STANDARD ASTRAGAL 967HEAVY-DUTY ® -DUTY ASTRAGAL#68 ®90°OUTSIDE CORNER 90°INSIDE CORNER 'ITEM#61(t1ERW�DUTY • •• ••••• N1 N2STILE) • • L1 WITH STANDARD STILES#60 L2 WITH HEAVY-DUTY STILES#61 2-TRACK SHOWN 2-TRACK SHOWN SH�IjFM#60 • 00000 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STdLE)ALSO .... (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICAB"SEL TVABLES ••••:• TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) (PSF)ASS AT AD 1111TH • • STILES. • • • *000:0 • 4INTERIOR • • • • 000 •• 31 LOPRT •• • ••• • • 75 8 107-11 • • 4INTERIOR • • 6 4 INTERIOR 135° b app,avcJ xunmpilliop�rh4lhe tlmiJTOuIJInpC c 11 n,l,• 2c15 7 135° 14 5 61 32 103 671nol i'`u,•prnJuel C_ Irol 91 EXTERIOR 81 OCK PART 32 31 103 81 EXTERIOR 11 7 5 135°INSIDE CORNER \` �t\ONV LYNN q�y4e / 768107-11 v 14 \,\GE NSE'•., o®2-TRACK SHOWN P•' 135°OUTSIDE CORNER ' No.58705 01 2-TRACK SHOWN 1010TECNNIXOOYDRNE HORIZONTAL SECTION DETAILS,CORNERS OS AT I Ir" 40 � F70RIDP \C\ N VENICE,fL S1276 m i � ."•••••"••�G SERIES 770 ALUM.SGO-WINDOW-LMI "I,S/ONA)-E (Wf}I80•I#00 �.w.Lee� q,� 4..,Hw ^" A.LS'NN MIthHR��.E. R' X14 ' CERT.Of AU7N.#1#268 ® CC-77o wwoW NTS 19 22 PGT0129 P.E.#58705 Item DWOT# POT# Description Item ow POT# Deectlptlon 1 17308 817308 2-TRACK HEAD OLANEWfRUSEAL DURASEAL SPACER(COMPOSITE 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 56 SEALAMIDESSICANn 3 17309 817309 3-TRACK HEAD 80 17325 817325 PANEL STLE 4 17312 617312 4-TRACK HEAD 61 17326 611326 PANEL STILE(HEAVY DUTY) 5 17314 817314 FRAME SCREW COVER 82 17327 617327 INTERLOCK ADAPTOR 8 17317 817317 FRAME HEAD/JAMB ADD-0N 83 1225 BTP24B VWYL BULB WSTP.-THM(INSIDE e1TERLOCK) 7 17304 817304 2-TRACK SILL e4 1729 71729 SILL END WEATHERSTRP PAD 6 17301 617301 TfiR'ZK SILL WITH SCREEN RAIL B5 17328 617326 WTERLOCK SCREW COVER 9 17307 817307 3-TRACT(SILL 1717329 817329 ASTRAGAL 10 17310 817310 4-TRACK SILL 68 17339 617339 HE; DUTY ASTRAGAL 11 17313 617313 FRAME SILL TRACK INSERT 69 17324 617324 TOP&BOTTOM RAIL 12 17315 817315 FRAME SILL SCREEN ADDON 70 17350 417350 WEATHERSTRP EXTENSDN ONJECTDN MOLDED) 13 17316 817318 FRAME SILL SCREEN END ADD-0N 71 1 1695 71695 1-112"X 1'X314'HDH FW SEAL DUST PLUGS 14 17305 817305 2-TRACK JAMB 72 8153 78153X TANDEM ST.STL.ROLLER ASSY. 15 17302 817302 2-TRACK,IAMB WITH SCREEN RAIL 73 1 0153 78153N TANDEM NYLON ROLLER ASSY. 18 17308 617308 3-TRACK JAMB 74 SILKX)NE DOW-W,OOW-995 OR GE-7700 17 17311 817311 4-TRAC(.IAMB 75 6185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 0900 18 17322 817322 SLL RISER-FLAT 78 fiM2XiFPFX #1032 X 1"FL.83 SCREW W/TYPE'F"TIP • • 0000* •• ••• 19 17319 617319 SLL RISER•HOLLOW 77 7103239 1032 STEEL ZINC U441/T • • • • 20 17321 617321 SLL RISER-LOW FLAT 79 11357 617357 1"10 BEAD •• • •• • • 21 17318 817318 SILL RISER-LOW HOLLOW 80 11359 811359 7116"BEAD/FDPD PANEL CLP •••••• •• • •• ••• 22 17355 617355 SLL RISER-MED FLAT B1 11380 617360 9116"BEAD • 23 17354 817354 SLL RISER-MED HOLLOW 82 1224 BTP247K VINYL BULB WEATHERSTRIP •••••• • • • •• ••• 24 17323 617323 SILL RISER-HIGH FLAT 83 61745 1745 LOWE INC,1/2"X 1116"SOL.SIDE ADH.TAPE,POLYETH. *see • • • 25 17320 617320 SILL RISER-HIGH HOLLOW 100 8052 48052 ROLLER ADJ.HOLE • • • • •••• 26 17333 617333 POCKET P4tOOK 101 72087 AMB BUMPER • •• •• •• 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1896 71898 DUST PLUG •••••• • ••••• 26 17334 817334 POCKET P-HOOK MOUNT 103 =188008000T8186X 1'KEEPER • • •••• 29 17335 617335 PfKOOK COVER 104 853 730KEEP SCREEN LOCK KEEPER •• •• • 30 17348 817348 POCKET P4LOOK FOR BOXRISER 105 17344 817344 FDPD PANEL CLIP-8"LONG •••••• • • 31 17378 817378 135 CORNER 106 11352 617352 FD(ED PANEL RETAINER-8'18' • • • • 32 17378 817378 135 FIXED MOUNT 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN •••• ITEMS 4063 ARE SCREEN PARTS: 108 1740 71740 HANDLE KR•RA13ED EMERDR HANDLE • • • • 40 4319 612258 SCREEN SDE RAIL-LOCKSTILE 109 1731 78102SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN •••••• •w • ••• • • 41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 RANDLE KIT-RECESSED EXrERDR PULL • • 42 41818 SCREEN KEEPER SPACER SET 111 710XJ4PPSDAX#10 X314'PH.PN.TEK-S.S. • • 43 8152 68152 SCREEN INTERLOCK ADAPTER 112 1235 67S16 WSTP_270 X.170-FW SEAL 44 4428 84428 SCREEN DOUBLE INTERLOCK 113 1712 64068 .187'X.230'FINSEAL 45 4317 812256 SCREEN TOP RAIL 114 710X115PPX #10X1-1/2" 46 4318 612257 SCREEN BOTTOM RAL 115 710�PT #10X1" 47 see 7SRAZ STANDARDROUER 118 720X1X #14-20X1"S.S. FtwAptId, M-1 wg Co.dnO�rlU lho 48 688 7SRAX STANDARD ROLLER•ST.STL. 117 720XI 12X #14-20X1-1/Y S.S. 1'1i0i'ts�'•�i'/In0 Co4c 49 1344 84344 SCREEN ASTRAGAL 118 17338 617336 90 DEGREE CORNER RECENER :fOArl_ ¢r�-Z-C o 60 17349 817349 OXl SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE Ol1TSDE CORNER ASTRAGAL ^A6un1 UiWc I'ruduct nhv 51 1682 61892 SCREEN SPLINE-.185" 120 17338 8117338 90 DEGREE INSIDE CORNER ASTRAGAL 52 1891 81894 SCREEN SPLINE•.150' 121 19042 419042 HEADER BLOCK /-V 53 6181SUO SCREEN CLOTH 122 712175FPTX HEADER BLOCK SCREW,#12 X 13/4"PH.PH.TEK-B.S. �� NY LYNIV ze 54 1725 ill"X4'X1/IWSETTING BLOCK 123 11352 817352 FD DPANEL RETAWER,7/8' Q•g�,•''�1GENSg''•,tcp�� 55 1126 1"X4"X1/16"SETTING BLOCK t'{: No.58705 sr NOTES: 1)ALL ALUMINUM=8063-T6 - 2)ITEMS#33-39,57-59,66,78&84-99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. ftw or. IJ701715CGN��2 aOR,w PARTS LIST F /o�R..... �,• SERIES 770 ALUM.SGD-WINDOW-LMI 'ass Nnl (Wi}180.4600 w,wmee aar w" u.+Hw m.: A'LYNN.058 05 P.E. im'�'. CERT.f>FAUTR.#2#2PD • DOW NTS 2 -+22 POT0129P.E.#56705JR 5.069" 8.562" 1'w. 1.38" 0.080" -:� 0.081" 1872" JJ 1 9"1.2111.505" . 0.081" 02-TRACK HEAD t0 4-TRACK SILL 0.0 1" SCREE (6063-T6 AL) (6063-T8 AL) 40 STILE 6.198" (6083-TB AL) 6.198" 8.528" 5.089" I I -m 4 0.080" n1. � - 1.046" 21," 1.505" 1.991 3" 0.062" 0.081" O2-TRACK HEAD W/SCREEN TRACK OO 3•TRACK SILL (6063-T6 AL) (6063-T6 AL) t4 2-TRACK JAMB a5 SCREEN TOP RAIL •••• (6063-T6 AL) • (4083•T6eI) •••• •• ••• 7.105" 2-TRACK JAMB W/8.221" • • • • - t5 SCREEN TRACK •• • •• • • 1 0.080" (6083-T6 AL) 1.36" • • • •••••• •• • •• ••• 1.505" 0.875" 1.211" • •• • • • -y 1.38" •• ••• 1.993" • • • • • 0.081" O 3-TRACK HEAD OB 2-TRACK SILL W/SCREEN TRACK 0,0 81 L • 0.082" •••* •• ••• (6063-T6 AL) (6083-T6 AL) �• • •• •• 48 BOTTOM Rf41L •••• 9.142" (ed63-76�AL) •• ••• 0.081" • 4.49" •••••• • • 0.080" • + • • TT-T1.2004000 11" 1.505" 7.105" • • •• •• •• • ••• • • 0.081" ( 4-TRACK HEAD Oi 2-TRACK SILL (60 9.141" •• 63-T6 AL) (8063-T6 AL) 0.060" 4ppiuve4 93 eompipiog 1111h fhe 1.280" 1.514" t- fYorlue gwaf ea 0.082" pxfe NoA 0.5F 0.780" nfi �)-ufe rrOoic� antro j 0.080" 1.516" 1.990" a, OFRAME-HEAD/JAMB SCREEN FRAME SILL SCREEN f3 FRAME SILL SCREEN 1�V IYNN g ADD-ON f2 ADD•ON END ADD ON 7g 3-TRACK JAMB ��•"' (6063-T6 AL) (6063•T6 AL) (6063-T6 AL) (6063-T6 AL) ' cENSC 'Fq , REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS 7f No.58705 OR 3/16"MASONRY OR 3/16"MASONRY t7 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS Q 24"MAX.O.C. (8063-T6 AL) -v i, ( r'�"2•=,>.:._, 0 '. PATEdF 10"IHN0111OWE EXTRUSIONS �;�r'•.'40Rk0P.- G§ VENICE,N. TTE (9rf)490•I400 SERIES 770 ALUM.SGD-WINDOW-LMI S/0INAL.F�a' s"�aest °i1�`' a'*" - A.LYNN'MILLER,P.E. JR 07/20/14 as�x.a oam CERT.OFAUIN.A@9789 ® OD-770 WINDOW NTS 21 •22 PGT0129 P. .58705 0.718" -+1 0.83" 2.304" 3.802" 3.802" 0.752" -y 0.762" I 0.885" U. 0.574" 0.71 1.183"� 0.082" 0.080" 0.062" J 0,062" -� FRAME SILL P-HOOK MOUNTING 0 23P-HOOK SCREW 0.075" &SCRED tt - 2s (6HOOK za za 3o (6HOOK FOR BOX RISER W COVER &TRACK O &ADAPTOR &COVER 0.080" (6063-T6 AL) (6063-T6 AL) (8083-T6 AL) (8083-T8 AL) (6063-T6 AL) (8063-T6 AL) 4- .155" M3.125' 2.30" 1.488" 1.739" 0.080" 0.830" 00 0.133" 1.6000.082" 1.303"77n 080" 1.870" I1.888"018" I►- 3.125" 0.325" 1.974" 0.062"2.44" • INTERLOCK IYTERLCCK0000 & •• ••• 3t 135°CORNER 32&135°FIXED MOUNT ao STANDARD STILE st HEAVY DUTY STILE s2 ss �^RE (6083-T6 AL) (6063-T6 AL) &(6063-TB AL) &(6083-T6 AL) ADAPTER 1�COlJER • t •• (8083-T6 AL) (6 -T8 A • • • 3.979" •••:•• • • •• ••• 3.879" •••••• • • • 4.125"tLL •• ••• 1.050" 1.050" +{1.050" •••••• •••• •• •• 1L IIS • 0.075" T 0.075" 1.645" 0.082" 1.304" 1.845" 289" .611" .485" •••••• •••• •• ••• F� 3.25" 045" .045" 045" I� :••:•: • •. 0.125"" 0.281" a7 STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL O TOP/BOTTOM RAIL BEAD,FIXED7/18"GLAZING 9/16"GLAZING 88 79 GLAZINGB D I.G. aD at BEAD •••• • (6083-T6 AL) (8083-T6 AL) (6063-T6 AL) (8063-T6 AL) PANEL CLIP (6063-T6 AL) • • • • (6083-T6 AL) •s • ••• • • 1.003" • • 1.03" • • -- 4" 5.821" 0.757" 0.080" 0.050" � 4pprm'c0m cumplylnR»ifh lh, &FIXED FlafAa uiol 105- 0.709" 2,893" 0.133" cdc�l PANEL CLIP 1.498" 0.133" 1.496" (8083-T6 AL) Nggri� 0.080° htlnml Onde ProJuet.onhnl .550" -j 0.863 4" Oy 0.709" FIXED PANEL 5.821" 0.080" �I�I 123 8083IT8 AL 7f 8" `- 2'826" 120 8083 T8 E CORNER ASTRAGAL `\\�OA4 LYNN 4f, ) tte 90°OUTSIDE CORNER ASTRAGAL ( ) � JCENSE:''..F FIXED PANEL tta 90°CORNER RECEIVER (8083-T6 AL) n P 109 RETAINER, ,9/16" (6083-T6 AL) No.58705 •'7i (6083-T8 AL) a. to70 rECNNaoovoRrvE EXTRUSIONS "-;p0� sT„i E 61: N.VENICE,FL M." � CC '•F<nR1OP..• \�� IW1}4�16W SERIES 770 MALUM.SGD-WINDOW-LMI A.LYNNI I �R'O.E. JR 02720714 Does CERT.OFADTN.#79M OD-770WINDOW NTS �� s 22 PGT0129 REM 58705 rJITY7/23/2015 AMk ASCE 7-10MrIm Detailed Wind Load Design (Method 2) per ASCE unp� Y Description: New Windows for York--Patino Residence 1291 N.E. 94 St. Mia rShores, FI. Anal sis by: Stephen Anderson Architect Worst Case (3 sec gust, 50 year mean recurrence) User Input Data Calculated Parameters Structure Type _ Building Importance Factor_ L 1 Basic Wind Speed(V) _ 170 mph _ _Hurricane prone Region ry>100 mph; Struc Categorar(I, II, III, or IV) II Table 6-2 values _ Exposure(B, C, or D) _ _ C _ _ Ipha=_ _ _ _ _9.500 Strut Nat Frequency(n1)_ 1_ Hz_ zg = _� 900.000 Slope of Roof 4.0 :12_ - Slope of Roof(Theta) _ _18.4 Deg - - - T pe of Roof _ Gabled - - - - - - Kd (Directonality Factor) 0.85 Eave Height(Eht) _ 9.16 ft Ridge Height(RHt)- _ 14.00 ft Mean Roof Height(Ht) 12.67 ft - - - - - - - - - - Width Perp. To Wind Dir(B) 44.67 ft _ t- - - - - - - - - - - - - _ _ _ _ 0.105 Width Paral. To Wind Dir L 42.00 ft Bt= _ _ 1.000 Bm =_ _ 0.650 Calculated Parameters Cc=_ __ _ _ 0.200 Type of Structure I = _ 500.00 ft Height/Least Horizontal Dim __+0.30 Epsilon = 0.200 Flexible Structure No Zmin = 15.00 ft Gust Factor Category I: Rigid Structures-Simplified Method Gust1 For rigid structures(Nat Freq> 1 Hz) use 0.85 0.85 Gust Factor Category ll: Rigid Structures-Complete Analysis Zm_ _ Zmin _15.00 ft Izm_ _ - - - - - -- - - _ 0.2281 Lz_m _ 1*(zm/33)^Epsilon_ _ _ _ _ _ - - _- 427.06 ft Q _ (1/(1+0.63*((Min(B,L)+Ht)/Lzm)^0.63))"0.5 _ 0.9235 _ Gust2 0.925* 1+1.7*Izm*3.4*Q/ 1+1.7*3.4*Izm - - _ - - - - 0.8848 - Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max+ Max- Open Buildings 0.00 0.00 ••• ••; PaljiaV jF_*IQse Buildings 0.55 -0.55 .: rt4ote4EUlly 0.18 -0.18 066 ..: ri IdWd uNdi s 0.18 -0.18 ... .. . . . . . . . . ... . . ... ... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 7/23/2015 ASCE 7-10 Detailed Wind Load Design (Method 2) per ASCE 7-10 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev Kz Kzt qz Pressure Ib/ft^2 Windward Wall* 0 lb/ft^2 +GCpi -GCpi 15 1 0.85 1.00 53.38 26.69 45.91 Picture 6-6 - External Pressure Coefficients Cp Loads on Main Wind-Force Resisting Systems(Method 2) eta B h IF z I L Variable Formula Value Units Kh_ 2.01*(15/zg)^(2/Alpha) _ 0.85 _ Kht Topographic factor(Fig 6-4) _1.00 Qh .00256*(V)^2*1*Kh*Kht*Kd 53.38 psf Khcc Comp&Clad: Table 6-3 Case 1 0.85 _ Ir Qhcc .00256*V^2*1*Khcc*Kht* _d 53.38_ sf Wall Pressure Coefficients,Cp Surface Cp Windward Wall See Fi ure 6.5.12.2.1 for Pressures) 0.8 Roof Pressure Coefficients,Cp Roof Areas . ft.) _ Reduction Factor 1.00 Calculations for Wind Normal to 44.67 ft Face Cp Pressure(psf) dditional Runs may be req d for other wind directions +GCpi -GCpi Leeward Walls(Wind Dir Normal to 44.67 ft wall) -0.50 -32.30 -13.08 Leeward Wc*s-(VVinV 4iriftmal to 42 ft wall) -0.49 -31.72 -12.50 ide Well •• -0.70 -41.37 -22.15 • Rot-Vib^Orrtal tp'Rid a Theta>=10)-for Wind Normal to 44.67 ft face indward-Min Cp -0.39 -27.29 -8.08 [Overhang indward-Max Cp 0.10 -5.19 14.03 b Alard 110nal to Ridge: ••• -0.57 -35.41 -16.20 e:har+g Yop�Vindwjrd) -0.39 -17.68 -17.68 e;;angTop(teewardr• -0.57 -25.81 -25.81 Bottom (Applicable on Windward only) 0.80 36.30 36.30 Or . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 7/23/2015 ASCE 7-10 Detailed Wind Load Design Method 2per ASCE 7-10 Roof-Wind Parallel to Ridge(All Theta)-for Wind Normal to 42 ft face Dist from Windward Edge: 0 ft to 25.34 ft-Max Cp -0.18 -17.78 1.44 Dist from Windward Edge: 0 ft to 6.335 ft-Min Cp -0.90 -50.45 -31.23 Dist from Windward Edge: 6.335 ft to 12.67 ft-Min C -0.90 -50.45 -31.23 Dist from Windward Edge: 12.67 ft to 25.34 ft- Min C -0.50 -32.30 -13.08 Dist from Windward Ed e: >25.34 ft -0.30 -23.22 -4.00 * Horizontal distance from windward edge Figure 6-11 - External Pressure Coefficients GCg Loads on Components and Cladding for Buildings w/Ht<=60 ft Ht ' 4 2' 1 4 � 2 5 5' a a as Gabled Roof 7 < Theta<= 45 a= 4.2 =_> 4.20 ft Double Click on any data entry line to receive a heljo Screen Component width Span Area Zone _ _ GCp — Mi Wind Press(Ib/ft^2 (ft) (ft) (ft-2) Max Min Max n Window 7- 6.16.16 6.16_ 3 _ 18.50_ _ 4 _0.95_ _ -1.05 60.47 _ -65.81_ Window B - _ 3 _3 9.50 4 — _1.00_ _ -1.10— _ _ 62.99 -68.33 Note: *Enter�onVl ihrtu�h:5, r.1 H Brough 3H for overhangs. 00 GO* of 0*0 •Y• ••• • ••• • • ••• ••• • • • • • • • • • • • ••• • • • ••• • • INSPECTION RECORD POST ON SITE Permit NO.WS-8-15-2219 9 Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue Miami Shores,FIL 33138-0000 Work Classification:Window/Door Replacemejnt Phone: (305)795-2204 Fax: (305)756-8972 issue Date: 9/11/2015 Expires: 02/28/2016 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresviIlage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Wi ndows/Sh utters Parcel #:1132050100101 Owner's Name:BRADLEY YORK Owner's Phone: Job Address: 1291 NE 94 Street Total Square Feet: 00 J, Miami Shores, FL Total Job Valuation: $ 800.00 B or In"111 o n d N u m b e r: WORK IS ALLOWED MONDAY THROUGH SATURDAY, FIFIFF", 7:30AM-6:OOPM.NO WORK IS ALLOWED ON Contractor(s) Phone Primary Contractor SUNDAY OR HOLIDAYS. SLUYTER CONSTRUCTION (970)379-9730 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. �j �6 n % -—-- -------- ......... - ........... NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. THE PERMIT APPLICANT'S RESPONSIBILFI-Y TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHE THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF ." COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED , AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU IF/pFINTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE 1111111111p, ORK OR RECORDING Y110 11"a 1 111111 1� ?TICE ENCEMENT. INSPECTION RECORD STRUCTURAL ZONING PLUMBING INSPECTION I DATE INSP INSPECTION DATE INSP INSPECTION DATE INSP Foundation Zoning Final Stemwall ZONING COMMENTS Rough Slab Water Service Columns(1st Lift) 2nd Rough Columns(2nd Lift) Top Out Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing Sewer Hook-up Bucks j '' I Roof Drains Windows/Doors ELECTRICAL Gas Interior Framing INSPECTION DATE INSP LP Tank Insulation Temporary Pole Well Ceiling Grid 30 Day Temporary Lawn Sprinklers Drywall Pool Bonding Main Drain Firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet Niche Backflow Preventor Pool Steel Underground Interceptor Pool Deck Footer Ground Catch Basins Final Pool Slab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling Rough Driveway Rough PLUMBING COMMENTS Driveway Base Telephone Rough Tin Cap Telephone Final Roof in Progress TV Rough Mop in Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final MECHANICAL ADA complianceO?Z4 6:4 Alarm Rough INSPECTION DATE INSP Alarm Final Underground Pipe DOCUMENTS Fire Alarm Rough Soil Bearing Cert Fire Alarm Final Rough Soil Treatment Cert Service Work With Floor Elevation Survey Ventilation Rough Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate Pressure Test Spot Survey Final Hood Final Survey Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum ■� ' MECHANICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm Oct.08 l RV 8/31/09