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HomeMy WebLinkAboutNOA,CAN MIAMI•i)ADE���� DEPARTMENT OF REGULATORY AND EC BOARD AND CODE ADMINISTRATION DI1 NOTICE OF ACCEPTANCE PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the a materials. The documentation submittec Product Control Section to be used in 1\ Having Jurisdiction (AHJ). This NOA shall not be valid after the exl Section (In Miami Dade .County) and/or to have this product or material tested perform in the accepted manner, the ma immediately revoke, modify, or suspend reserves the right to revoke this accep Section that this product or -material fail This product is approved as described l� Code, including the High Velocity Hunj� APPROVAL DOCUMENTi Drawin sheets 1 through 12 of 12, dated 051151 and sealed by Anthony Lynn Miller, P. with the Notice of Acceptance number Section. MISSILE IMPACT RATING: Non LABELING: Each unit shall bear a model/series, and' following statement: noted herein. RENEWAL of this NOA shall be cot no change in the applicable building cq TERMINATION of this NOA will of in the materials, use, and/or manufacttt of any product, for sales, advertising to comply with any section of this NO) y MIAMI DADE COUNTY PRODUCT CONTROL SECTION 'RESOURCES (RER) 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy plicable ,rules and regulations governing the use of construction has been reviewed and accepted by Miami -Dade County RER - ami Dade County and other areas where allowed by the Authority iration date stated below.' 'he Miami -Dade County Product Control the AHJ (in areas other than Miami Dade County) reserve the right for 'quality assurance purposes. If this product or material fails to aufacturer will incur the expense of such testing and the AHJ may the'use of such product or material within their jurisdiction. RUR once, if it is determined by Miami -Dade County Product Control to meet the requirements of the applicable building code. erein, and has been designed to comply with the Florida Building =e Zone: [o. MD-SH5400-01 titled;"Single Hung Window Installation - NI", with revision B dated 06/06/17, prepared by manufacturer, signed bearing the Miami -Dade County Product Control Revision stamp i expiration date by the Miami -Dade County Product Control permanent label' with the manufacturer's name or logo, city, state, "Miami-Dade'County Product Control Approved", unless otherwise ;idered after -a renewal application has been filed and there has been e negatively affecting the performance of this product. :ur after the expiration date or if there has been a revision or change e of the product or process. Misuse of this NOA as an endorsement any other purposes shall automatically terminate this NOA. Failure 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 a tirety. INSPECTION: A copy of this en] re NOA shall be provided to the user by the manufacturer 'or its distributors and shall be available for spection'at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.04 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 re i ewed by Manuel Perez, P.E. NOA No. 17-0630.06 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 r Page 1 PGT Industries, Inc. NO' rTED ; A: DRAWINGS 1. Manufacturer's die drawings and sections. : ? (Submitted under previous NOA No.15-0519.06) 2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation Ni", sheets 1 through 12 of 12, dated 05115115, with .revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports.on: 1. I Uniform Static Air.Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact; Test per FBC, TAS '201-94 3}I Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram ;of a PVC sliding glass door, A, PVC fixed'. window and. an aluminum sliding glass door, using: Kodispace.4SG TPS spacer system, Du�aseal® spacer system, Super Spacer® NXTTM spacer, system and XL 'Edg6Tm. spacer-systemat insulated glass, prepared.by- Fenestration Testing Laboratory, Inc., Test' Reports No. • 'FTL-8717; FTL-8968 ,.and FTL-8970; dated 11/16/15' 06/07/16 and 06/6116 respectively, all signed and sealed by Idalmis Ortega P.E. (Submitted under previous,NDA'No.• 1 Fi�0714.04)' 2. ; • . Test reports on: 1) AiP-Inf ltration Test, per FBC, TAS;202-94 2)"UniformStatic Air -Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, -TAS 202-94.' 4) orced Entry Test, perFBC 2411.3.2.1.,.and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ,; along with marked -up drawings and, installation.diagram of a series 5,500,PVC single hung window, prepared,by Fenestration .Testing- Laboratory,. Inc.,, Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. , (Submitted under NOW No.15-0519.06) C: CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5'' _Edition (2014),'.dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller;.P.E. (Submitted -under NOA No.15-0519.06) 2.,-, % Glazing complies with ASTM E1300-09 D: QUALUY;ASSURANCE 1. Miami -Dade Department, of Regulatory, and Economic Resources (RER). Manuel Pere . Product Control E mine NOA No.17- 63 • 6 Expiration Date: July. 30, 2020 Approval Date: November 30, 2017 E-1 ; PGT Industries, Inc. E. MATERIAL CERTIFICATIO 1. Notice of Acceptance No for their "White Rigid P 08/10117, expiring on 021 2. Notice of Acceptance No Inc. for their "Bronze an Exterior Extrusions for 3. Notice of Acceptance No Inc. for their "Performat and Doors" dated 09/15/ F. STATEMENTS 1. Statement letter of confoi 61h Edition (2017), dated Anthony Lynn Miller, P.l 2. Statement letter of no fin. signed and sealed by Ant 3. Proposal issued by Produ Jaime Gascon, P.E. Supej (Submitted under NOA 1 4. Proposal No. 16-0125 iss signed by Ishaq Chanda, (Submitted under previoi G. OTHERS 1. Notice of Acceptance "5400" PVC Single E 07/30/20. VS (CONTEWMD) 16-0712.03 issued to ENERGI Fenestration Solutions USA 'C Exterior Extrusions for Windows and Doors" dated :8/18. 16-0712.04 issued to ENERGI Fenestration Solutions USA, f Lighter Shades of Cap Coated White Rigid PVC Nindows and Doors" dated 09/15/16, expiring on 04,116/20. 16-0712.05 issued to ENERGI Fenestration Solutions USA, ce Core Rigid PVC Exterior Extrusions for Windows 6, expiring on 04/16/20. iance, complying with FBC 511 Edition (2014) and FBC une 22, 2017, issued by manufacturer, signed and sealed by -ial interest, dated June 22, 2017, issued by manufacturer, ny Lynn Miller, P.E. Control, dated 6/26114 and revised on 8/19/14, signed by sor, Product Control Section. ,15-0519.06) d by the Product Control Section, dated March 09, 2016, .E. s NOA No.17-0714.04) 16-0714.04, issued to PGT Industries, Inc. for their Series Window - N.I. approved on 08/18/16 and expiring on E-2 Manuel P .E. Product Contro =-.06 er NOA No. Expiration Date: July 30, 2020 Approval Date: November 30, 2017 ANCHORAGE EXAMPLE FOR 28.1/8' MAX. O.C. HEADER (SI . HEADER (SIM. 12' MAX. FROM FOR ALL FRAME SEAM WINDOW TYPES) B. SEE SHEET3 A, SEE B, SEE 4�- 30' MAX. O.C. 2. MAX -'-( SHEET3 SHEET3 A BEE+( 12* MAX SHEET3 EQUALLY EQUALLY 17-718, MAX. O.C. 9PACED NCHORS PER SPACED � / ABLES 8 8 7 ANCHORSPER TABLESB&7 / O 84" 10' MAX. O.C. CK x 4 H G � EQUALLY /.-._- 13-314" MAX. O.C. EQUALLY SPACED SPACED ANCHORS PER - / ANCHORS PER TABLES 887 A I TABLES 687 _ 6.1112' MAX. 7JNO ANCHORS AT SILL a B-- SEE SILL WEEP- 52-118' MAX BUCK WIDTH NOTCH DETAILS, SHEET3 ELEVATION FOR TYP. EQUAL LEG FRAME ELE' SHOWN WITH EQUAL-LITE CONFIGURATION SH 52-1/8' MAX. BUCK WIDTH 30' MAX. O.C.'- 1Z' MAX. FIXED VISIBLE LIGHT WIDTH 1 MAX - FIXED - VI / SIBLE �- LIGHT 17-7/8" MAX. O.C. HEIGHT B, SEE SHEET3 A, SEE I EQUALLY SPACED ANCHORSPER TABLES 6 & 7 —1 �- HEIGHT x 10' MAX. O.C. 7SASH 1� MAX O.C. EQUALLY VISIBLE SPACED LIGHT C. PER HEIGHT A I LES6&7 t18.1112' MAX. 21.518• ANCHORAGE EXAMPLE MAX. O.C. FOR ARCH -TOP HEADER (SIM. FOR ALL WINDOW TYPES) .(f / 100" MAX. FROM DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-7 NOT RATED FOR IMPACT RESISTANCE / FRAME SEAM D. SEE SHEET4 •,_,�- 30' MAX. O.C. +{r�1 �12" MAX C. SEE 511/8• MAX. BUCK WIDTH SEE SHEETS 1-1/4" t �- 8&9 1t I / 17-7/8' MAX. O.C. / it O 82" / 8G � BUCK MAX. B 10• MAX.IO.C. H IG T I HEIGHT AS SHOWN (91. 8- MAX ) x x( Q IN 13.31-V MAX. O.C. SEE SHEETS J / 1 e 'C / lA 889 nN 8-12' MAX , ANCHORS ATSILL 8r _,J iw euv,. —n, m�� per_._.--- 1-1/4' -y{ SEESILLWEEP- SASH VISIBLE SEE SILL WEER SEE SILL WEEP - LIGHT WIDTH NOTCH DETAILS, 52.118" MAX BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEET3 SHEET3 SHEET4 OR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME OR TYP. FL CONFRAME IO SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN 76' HEIGHT SEE TABLES 4 - 7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) HIGH VELOCITY HURRICANE ZONE (HVHZ). _2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. ' 3) FOR MASONRY APPLICATIONSIN-MIAMPOADE-000NTY,, USE-ONtY-MIAMI-DARE-COUNTY-APPROVED MASONRYANCHORS..MAgRIALSLISED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EQR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4' MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMSCAPABLE OF TRANSFERRING APPLIED LOADS, 71DESIGN PRESSURES: L NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. 1. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURALTESTING AND GLASS PER ASTM E1300. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7964; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENER01 WINDOW AND DOOR PROFILES, LTD WHRE 8 BRONZEAJGTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS 8 ALUMINU BSl614TM AL GENERAL NOTES ................................................. 1 ELEVATIONS.......................................................... 1 FRAME, GLASS ANCHOR OPTIONS ................. 2 _& INSTALLATION, FLANGE & EQUAL LEGIBOX.... 3— INSTALLATION, INTEGRAL FIN & J-CHANNEL... 4 GLAZING DETAILS ................................................ 5 DESIGN PRESSURES ....................................... ... 6-7 ANCHOR QUANTITIES ..................................... ... 8.9 EXTRUSION PROFILES ........................................ 10 ASSEMBLY & PARTS LIST ................................... 11-12 •2017 FLORIDA BUILDING CODE (FBC), OTH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSUAF&PA NDS-2016 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM•2015 •AISI S100-12 •AISC 360.10 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. �� ��� USER INSTRUCTIONS: � �r' 1J sF-',:�F � •. 1) DETERMINE THE SITE SPECIFIC. WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. * No. 58705 '; 2) DETERMINETHE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. _ ; 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN -- ...��••----••�� � •; PRESSURE FROM TABLES 4 OR 6. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW A 6 a, �Z_ '•, 10 00 TECHNOLOGY DRIVE OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES S OR 7. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS Q TE 0 (`�� i �i�' P,, •'G�C�`�` N. VENICE, FL 34276 FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. s''•'.L,......ZORI 77isl�NAL EN (941}-080.160D NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, 1` A. LYNN MILLER. P.E. co=amTo2m7 ALL RESMW INTEGRAL FIN OR EQUAL LEGSOX). P.E.# 58705 CERT. OF AUTH. N29296 UPDATED TO FBC 2017. - JR - 06/06/17 NOTES & ELEVATION PRODUCEREVISED - c-laybm w88"Flarma ElWdiog Code Acc pEmooNk/2-g 0. ?D?D G. iraw Doe By Micoii P tm J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - NI 1 05/15/15 1 SH-5400 I NTS 1 1 OF 12 1 MD-SH5400-01 I B Description (Listed from Exterior to Interior) Design Pressure Table # Sheet# 5434' I.G.: 1/B" A Exterior Cap + 112" Air Space + 1/8" A Exterior Cap 4 6 I.G.: 1/8' T Exterior Cap + 1/2" Air Space + 1/8" T Exterior Cap 4, 5 6,7 I.G.: 3/16" A Exterior Cep + 3/8' Air Space + 3/16' A Exterior Cap 4, 5 6, 7 I.G.: 3116" T Exterior Cap + 3/8' Air Space + 3116" T Exterior Cap 4,_ 5 6,7 A-=HIVIVCALCV: ' 1- � ICNIreRCV eel a e",runoe ruonl Ir_u rue cosmos Group _ Anchor Substrate Min. Edge Distance Min. Embedment* A #10 SMS (steel, ISM S.S. or 410 S.S.) P• . Southern P5ine (SG=O. 16" 13 8° Steel, A36• 318" 0.050" Steel Stud, A653 Gr. 33' 318" 0.0451' (18 Ga.) Aluminum, 6063-T6• 3/8' 0.050° 3/16" steel Ultracon - P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 2.85 list) 1' 1-318" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (80=0.55) 9116" 13/B" Steel, A361 318" 0.050" Steel Stud, A653 Gr. 33' 318" 0.0451" (18 Ga.) Aluminum, 6083-T5' We, 0.063" 1/4• steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4' steel Cretefex P.T. Southern Pine (SG=0.55) 1" 1-3/8" ` ee g e - — 114 PsMeiTUltrac� ; crete'(min 2:85 ksi ' J Ungro , (ASTM NO 4" 1" 9-114 F114" 1/4" steel Cretefex Co e . ksi) 1" I-W4" --114steeWltracon— ___Concrete4min.2.85ksi) 2-J" 1t ° D 1/4" steel Cretefex Concrete (min. 3.35 ksi) 2-1/2' 1-3/4" Ungrouted CMU, (ASTM C-90) 1 2-1/2" 14/4' 1/4° steel Aggm Gator Concrete min. 3.275 ksi) 1-1/2° Grouted CMU, (ASTM C-90) 2" MIN. Ur 61 nRCAua of TUNV 1ne I=1 nL ouoa1—e. "UNGROUTED CMU" VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS. Group Anchor Substrate- Min. Edge Distance Min. Embedment* E 2-1/7 x .131" Common Nail P.T. Southern Pine (SG=.55) '318' 2-7/16" 2-10 Rin"hankRoofng Nall P.M. Southern Pine (SG=.55) 318" 2-7/16" F #10 Trusshead SMS (steel, 18-8 S.S. or 410 S.S.) • - P.T. Southern Pine (SG=.55) , 11T I -Tr Aluminum, 60S3 T5' _ 3t8° 0.050° Steel Stud, Gr. 33• 318" 0.04511(18 Ga.) Steel, A36' 318" 0.050" #12 SMS MS (steel, S.S. or 1, 1 S.S.) P.T. Southern Pine (SG=.55) 9/16" i ve" Aluminum, 6063•TW 3/8" 0.067 Steel Stud, Gr. 33" 31W 0.05T Steel, A36° ate, 0.050" Nnn. vru inRcnua ocl.+n.. ,nc rvm,n�wo�,r.n, �. , -. Material Min. Fu Steel Screw 120 ksi .18.8 Screw 95 ksi 410 Screw r127.4 110 ksi Elco Aggre-GalorO 96 ksi Eloo UltraCorM 410 SS Fleo CletoftA 177 ksi 1S9.7 ksl 6083 TS Aluminum 22 ksi A36 Steel 38 ksi 68 kal Gr. 33 Steel Stud 33 kel 45 kel Frame Glass Frame Frame Types Options Cdnflba Shapes installation Options that may be used (see Flit B) (see Table 1) (see Fig A) (see Fig C) ` into 2X Wood Frame/Buckstdp - sheet 3, option 1 .Flange . , - 1-4 Equal-Ute, Orid/ProMew SquamJRect., Arch Top 8 Through the frame ....Into Concrete/CMU -sheet 3, option 2 ` ,,,,thigh 1X Buckstdp into ConcretelCMU - sheet 3, option 3 (#2) S Cottage Radius -Top of the window...... Into Metal -sheet 3, option 4 ....Into 2X Wood Frame/Suckstdp -shed 3, option 1 Box / Equal Cite, Square/Reet., Through the name ...:Into Concrete/CMU -shot 3, option 2 Equal -Leg (#4) 1-4 OdellProview 8 College Arch -Top 8 Radius Top of the window..........through 1X Suckstrip into Conorete/CMU-sheet3, option 3 into Metal - sheet 3, option 4 Through the ....Into 2X Wood Fmme/Buckstdp -sheet 4, option 5 J-Channd Equal4Jte, . Square/Rect., integral fn....... ....Into Metal -sheet 4, option 7 . (#1) _1.-4 Odel/ProAaw 8 Cottage AmhTop8 Radius Top Through the fame ••.•into 2X Wood FnzrrneBucksMp -sheet 4, option 8 Metal -sheet 4, option 8 of lha window..........Into Through the ....Into 2X Wood Frame/Buckstdp -sheet 4, option 5 Integral Fin Equal -Lice, Square/Rect., Integral fn...... Into Metal -sheet 4, option 7 �) 1-4 OdeProtew C 8 Cottage Arch -Top 8 Radius Top Through the frame ... Into 2X Wood.Frame/Buckstrlp -sheet 4, option B „•,Into Metal - sheet 4, option 8 Of the window...... FIGURE A FRAME CONFIGURATIONS FIGURE B: FRAME TYPES EQUAL -CITE ORIEL COTTAGE --I BUCK WIDTH BUCK WIDTH �-----{BUCKWIDTHF-- S2 m RECTANGULAR ARCH -TOP IUS-TOP ® I' tBOX 4 I' • EQUAL - LEG I, 02` I� ©INTEGRAL FIN VVINDUVv ZIttPRODUCT REVISED ' BE USED.BY INSCRIBING THE SHAPE INABLOCKAND OBTAINING - =cempiyiegwith ftFlorlda ., DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM _ OandW Code THE TABLES ON SHE 6-9. I l n Ll r Acceptam° N4.-W 20 LYRswmron _ retaeOmENSF����% ANCHORS RE-GROUPED.a�mv _ ?� - JR - 06/06/17 * else * { e 1070TECHNOLOGYDRIVE GLASS/ANCHORS/FRAME OPTIONS 'JROSOWSKI N. VENICE, FL 342T5 _ '%,�F�S,ORIDF,•G�Z�� ce41>4e01669 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 "'if \�` E 111 it \ \ \ \ Snrms/Abdef: Scot: Shoats Dro»inp No. Rev: A.LYNN MILLER, P.E. �fl16HTSf�ERVIo SH-5400 NTS 2 OF 12 MD-SH5400-01 B P F r 6R706 CERT. OF AUTH. e78286 INSTALLATION -DETAILS INSTALLATION OPTION 1 ANCHORED THROUGH. FRAME INTO2X WOOD FRAME OR SUCKSTRIP. ;EE NOTE 2, THIS SHEET. ,FLANGE FRAME FIXED VISIBLE LIGHT ' HEIGHT -- 73 _ 14 BUCK g0 HEIGHT.-. EACH 'LANGE & ^CJ 30 _1 SASH EXTERIOR VISIBLE LIGHT HEIGHT n EQUAL-IL 2 EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 - '-=INSTALLATION OPTION 3 ' ---- - - - ANCHORED THROUGH. FRAME • - `_-'"ANCHORED THROUGH FRAME AND 1X - - _- _. DIRECTLY'INTO CONCRETE/CMU.' -- - SUCKSTRIP INTO CONCRETE/CMU. - EDGE.DISTANCE , ' ' - • . ,' - - SEE NOTE 2; THIS SHEET. - EMBEDMENT - - ' .•- EMBEDMENT MAXSHIM .� ^. - - ... : - a '. .. `. -, - 18 1/4°IMAXSHIM . - - EMBEDMENT EDGE _ • * . °. []�- .� 18 SASNVI518LE 17 LIGHT WIDTH • I) I DISTANCE ..._. DISTANCE i �.. D' ' �. _. .. .. 44 ALANCE rnd .. I j 1/4' MAX • B TYPE VARIES SHIM TYP.ANCHORTYPE, 42 WITH SASH TYP.ANCHORTYPE, •EMBEDMENT AND -EDGE : n uWE1GHT _ EMBEDMENTANDEDGEPER DISTANCATE DISTANCE PER SUBSTRATE, SUBSTRRATE SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. •� FIXED VISIBLE yp OPT. SASH TOP FLANGE LIGHT WIDTH LIFT RAIL FRAME 2 I FOR ALL WINDOWS: NOTES: SHOWN - 1 ANCHOR @ 3.55° 1) USE ONLY HORIZO FROM END AND AT SUBSTRATE -APPROPRIATE " 21 CENTER 'ANCHORS LISTED ON TABLE 2. FOR WINDOWS AND • ' -MU _ - SHEET 2. FOLLOW EMBEDMENT DADE APPROVED OVER 36' WIDE: - - EDGE DISTANCE LIMITS. ANY ADO ADDITIONAL INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL O 48 47 35 SCREWS @16-3/8' BE USED ON ANY SIDE OF THE FROMEND. .: WINDOW., FOR WINDOWS WITH 1I4° MAX _ 18 BOTTOM LOCKS:. 2)MASONRY ANCHORS MAYBE - - SHIM ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, SCREWS @ B-3/8' SHEET 2. ALL WOOD SUCKS LESS - FROM END... THAN 1-1/2'THICK ARE TOBE ' CONSIDERED 1X INSTALLATIONS. IX .. - WOOD BUCKSARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO _ SUBSTRATE. WOOD BUCKS c DEPICTED AS 2X ARE'l-IM THICKJGE- 16 USE EITHER OR GREATER. IX AND 2X BUCKS' H -.- LATCH OR (WHEN USED) SHALL BE DESIGNED�ILJIjIU/ 65 — 64 -BOTTOMLOCK TO PROPERN'TRANSFERLOADSTO—THE STRUCTURE WOOD BUCK TESTED,UNITn AND INSTALLATION IS THE; LOCATIN; 8-SB" _DESIGN FROM SASH END. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT.OF RECORD. ; - '3) VISIBLE. LIGHT WIDTH OR HEIGHT .INSTALLATION - (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPENING) IS MEASURED FROM:: ANCHORED THROUGH BEADING TO BEADING: 1/4' MAXSHIM 1/111111 (,FRAME INTO METAL X LYN v�,'% NO ANCHORS :� '' UVCENSF • �(� -LIGHT FORMULAS REQUIRED IN VISIBLE * No. 58705�� FLANGE OR _ _ EQUAL -LEG WIDTH° FRAME SILLS @SASH: BUCK WIDTH - - ' @FlXEDLRE:BUCKWIDTH WIDTH Ci( � � G � ���� �� O 1070TECHI - HEIGHT (EQUAL-LITE) ST, TE O �i�Fs'•• ORIOA,r'' �����.' N. VENICE, (841}48 11 BUCK HEIGHT/2-3-15116" �j� S�0 "'•' ENG`�` CaPY POTtN " ... A LYNc MILLER, P.E. . , . ALL M13 CERT. DI TYP.ANCHOR Q 30 • • t TYPE, ' EMBEDMENT ANDEDGE 31 a� PER EDGE SUBSTRATE, EXTERIOR ' - 87 vn 4 EQUAL ILEGBOX •.,•. a • - DISTANCE SEE TABLE 2, I -SHEET 2. 1 BUCK WIDTH -_ ' FRAME JAL SECTION A -A SHOWN LION, FBC COMPLIANT ALUMINUWSTEEL FRAMING OR STEEL STUD. R HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLE 2, SHEET2. 910 OR t112'STEEL 1/4' MAX. SELF•DRILLING SHIM SMS (GS), SEE TABLE 2, CD SHEET 2.. - EQUAL— LEGBOX SHE EXTERIOR.. - - - --' - - =- -- - f L INSTALLATION v OPTION 4 - PRODUCTRSVISED ANCHORED THROUGH °sc°mPIYla6vncllthcPlm'fde iRo FRAME INTO METAL - Auwptm Coda F"A m enoe No / . .. -Fay roikSn DaRovkfm NO'CHANGES THIS SHEET.-- BY " - MIi�i ade P.oCact_ - - wn Dasaiptlon: IYDRNE -FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI 7b Date: " ' .Tftfe: 2017 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 $. o.-4-/Modeh. Seafe: Shut Orawta9 No. Rev: �m SH-5400 NTS 3 OF 12 " MD-SH5400-01 ' B FRAME SHOWN 27° X 125" , WEEPHOLE � ' '• � COVER @ O ,• ' 87°FROM 8 •°� .• -` . EACH END. ' a all -�{ 3/4• NOM. �., -+-� 3/4' NOM. _ _ -�{- 3/4' MOM. . - -�{ 3/4' NOM. 1/8" A GLASS 1/8" T GLASS 3/16" A GLASS. 3/16 T GLASS ' 10 AIR SPACE ' - 12" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 1/8" A GLASS 1/8" rGLASS 3/16" A GLASS 3/15' T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR . 7&79 7B-79 78-79 7679 GLASS TYPE 1 GLASS TYPE 2 ' ,. GLASS TYPE 3' ; GLASS TYPE 4 - - 1I2' NOM.GLASS " ' 76-79 �SITE TYP.' - . 73 31 075 EXTERIOR (—� - i■ GLAZING NOTES: 'A' = ANNEALED "P=TEMPERED ' a _TYP. GLAZING DETAIL PRODUCTREVISM as complying aitb 9x Fla ft ````ll lJl llllfjffl - - .. l3mT60Code AcceP4mce No I '013D. 120 Redsion., - iratioo Date \l;•''�,(CENgF' NO "CHANGES THIS SHEET.. �,,,,; ackP,uduc;CRn n N0.58705 *� Q °escrip6on: Urawn W. LOYDRIVGLAZING DETAILS .'1- J ROSOWSKI7 PCORIDP,. ��`� N. VENICE, FL 34276 IINa Oatee �-"T;' 7ONAL E�G�� (941. 1600 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 fl/f llllllll� PG'f@7D'UBTRtEB0�a1Q. ALLtaGaff'8 RE6ERVm Series/Modek Scole:' Sheet• °M'D No. Rev: A. LYNNMILLER, P.E SH-5400 NTS 5 OF.12 MD-SH5400-01 B P.E. 5g705 CERT. OFAUTH. 529298 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES ''INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT 2X WOOD FRAME OR BUCKSTRIP. SEE INTO 2X WOOD FRAME OR EDGE DISTANCE ANCHORED THROUGH INTEGRAL EMBEDMENT I+ NOTE 2, THIS SHEET. BUCKSTRIP. SEE NOTE 2, THIS SHEET. . FIN INTO 2X WOOD FRAME OR ,I 1/4' MAX SHIM - - - ;BUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCE V -_ :16 .�1/4" MAX SHIM SHEET. TYP. ANCHOR TYPE, _ 'SASH.VISIBLIE - J-CHANNEL EMBEDMENT AND EDGE Q 18 LIGHT WIDTH �0 17 ❑ FRAME DISTANCE PER SUBSTRATE, SHOWN D SEE TABLE 2, SHEET 2. - - - ----- - ----� a . o (SCREW SHOWN) 44 BALANCE EMBEDMENT, TYPE VARIES -•--- _ =0 jT`l/4"MAX SHIM 42 WITH'SASH - Q '- 1 TYP. ANCHOR TYPE, STANCE DITWEIGHT 64 30 EDGE EMttlBEDMENT AND EDGE 31 DISTANCE PER SUBSTRATE, L_ 3 EMBEDMENT ANCHOR TYPE, SEE TABLE 3, SHEET 2. EXTERIOR —a 18 - (NAIL SHOWN) - II fp /� � 87 INTEGRAL EMBEDMENT AND EDGE T FIXED VISIBLE FIN DISTANCE PER SUBSTRATE, -7 FIXED 19 20 OPT. SASH TOP J-CHANNEL LIGHT WIDTH FRAME SEE TABLE N SHEET 2. VISIBLE LIFT RAIL FRAME 1 SHOWN (NAIL SHOWN) HEIGHT FOR ALL WINDOWS: LIGHTNOTES: SHOWN I 1 ANCHOR @ 3.55' BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION GC 21 CENTER. SUBSTRATE -APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 $ 3 73 OVER 36' WIDE: OF SHEET 2. FOLLOW EMBEDMENT 114MAX DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 AND EDGE DISTANCE LIMBS. ANY ADD ADDITIONAL ' SHIM � � MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLES 2 $ 3, SHEET 2. 9 SCREWS @16.3/8" INSTALLATION OPTION SHOWN MAY ' 14 45 46 47 36 FROM END. BE USED ON ANY SIDE OF THE FORWINDOWSWTIH WINDOW. BUCK BOTTOM LOCKS: #10 OR #12 STEE)ANDJOR 1/4' MAX. HEIGHT 50 a 16 ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE SELF-DRILLINGSHIM SCREWS @ S-3/8- USED INTO WOOD -AS PER TABLE 2, SMS (G5), SEE SS �- FROM END. SHEET 2. ALL WOOD BUCKS LESS ❑ TABLES 2 $ 3,r�j � 30 THAN 1-1/2" THICK ARE TO BE SHEET 2. SASH CONSIDERED IX INSTALLATIONS. EXTERIOR VISIBLE _ 1X WOOD BUCKS ARE OPTIONAL IF G, LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE, WOOD BUCKS 16 LATCH (SHOWN) DEPICTED AS 2X ARE 1-1/2"THICK OR BOTTOM OR GREATER. IX AND 2X BUCKS OPT. LOCK (SHEET 3). 65 -(WHEN USED) SHALL BE DESIGNED — — -30- TESTED UNR - --�--'TOPROPERLYTRANSFER LOADS31 LOCATION: &W FLIMERIOR TO THE STRUCTURE. WOOD BUCKWEEP FROM SASH END. DESIGN AND INSTALLATION IS THE EACH END. �IOTCHES AT B0 ` NRESPONSIBILITY OF THE OANCHORS OR ARCHITECT OF RECORD. FRAME _ FNRAMESHOW] IJD� �� REQUIRED IN FRAME - - - - - 7 (� SILLS IF ANCHORING 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION I�UII ED THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCTRBith die OPENING) IS MEASURED FROM ANCHORED THROUGH FRAME INTO is with Uw Florida 1/4' MAX BEADING TO BEADING. ANCHORED THROUGH Suildv:3 Cade FRAME SHOFWN (�0 SHIM A 1 I I I I I INTEGRAL FIN INTO METAL METAL (INTEGRAL FIN/FLANGE REMOVED) Acaptngoe , �� o � r, Revtslom 13piva8on Dma .� ONY LYNy �,, NO CHANGES THIS SHEET. 2iX1.25'WEEPHOLE �� �� �� By 38 W/COVER @ 2.87" : ��; ' VlCEN3F' . �!_ Miami ProdactCaidrol FROM EACH END. I VISIBLE LIGHT FORMULAS TYP. ANCHOR TYPE, * : No. 68705 EMBEDMENT AND EDGE EDGE DISTANCE WIDTH — : ^ * ® praxm gy,• DISTANCE PER SUBSTRATE, @SASH: BUCK WIDTH - 6.1/2- -D ',C+l /' DmOnpt'on0 SEE TABLE 3, SHEET 2. -►y EMBEDMENT QFU(EDLITE: BUCK WIDTH -4.3/6' :�1 (j ��:. �` 1070TECHNOLOGYDRIVE J-CHANNEL &INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) O ATE O N. VENICE, FL34276 HEIGHT (EQUAL-LITE) i�� '• ........"40RIDP .•'• �C� (841}48D•1800 Atle:Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2 - 3-16116' •,S�ENG��� c01mI0Nrom,r SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 ANCHORED THROUGH INTEGRAL FIN r//I/NALAAA�. POTIIID091NE8,INC. SeHes/Modch Swie: Shut: DtawingNo. Rev: INTO 2X WOOD FRAME OR BUCK- uLwoNrels�veo STRIP. SEE NOTE 2, THIS SHEET. A. LYNN MILLER, P.E. SH-5400 NTS 4 OF 12 MD-SH5400-01 B REV 68705 CERT. OF AUTH. N28288 • _ Qa."e 2•4 pIN lard W Bolin see0 D.,dpWnforpAen Hd®St.- SIM "do (�mn 23e 28 a7.375 id - /a �5626 ,3: 82 EgARU 11394 sum2mauseo use -le Eq-w-" 11.0-I4 lj M Pm.1ew 11Jn-11 Tt l 23.617.20 slmmmC2ntapp 70.pa8.13 Up" 17.617-2C standard PMAUW 14-617.1) slmMat 11377-14 Tdb31 27363.31 pnlem stm W017.21 Studam C*.o 23317.2t Ep,0$0 20511-27 6idlaaM1l P,.m 17.917.E Chaim M IL917•ti 80onn1 t13n-u 13101Ru00o1Iep0 29A17.3' Eplmua. m.e17.2 Startlsa R.%W 17117.21 C..o Gus 14MY-1' 01ubm Gt. 7-S17-1 - Fh t 113T7-1' slenealOCaaape 25.017-3 aq.N 23617.2 torah slo 28817.2 69ertmPmMW 17.617.2 cmmmaw uen-1 DmtwnSUe 12.017-1 snataal 11377.1 T.2m 38817-- sl.naa,6mcupe st.an-3 Epmtu. 2e.an-3 filarmm mtnr 23. -2 CInIGfn Bee 10A17 •i 7e astern erne 3ze1r•3ss1e +w.p 6taWle PmlAw 28.617.32.918 +85.0 •130.0 +65 f:tnldn titre 28.017.2B.61B •122.1 +" sten031 1 27.61e-.- +85.0 -11p.1 +Be EW31Lb 30.017-H.BM +a5.0 •130A +a37 N Clataln fife 6abf7.3B.61a +66A •ta.f +9a Stan WF`rM 3331e-3-18 +640 -t17.1 +a9 p1.7e rant " •41.044 +80.0 417.1 1 +Bfi EE TABLE 7, SHEET 9 FOR ANCHOR GROUP AND QUA f 'MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 50.136 Deelpn Pressure (Ibefft7) JAMB HEADER MEETING RAIL E)fTPAIOR SASH a HEIGHT SILL SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 2-4 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) - ' PRODIJCf REVISED m e[>mpIylm with sibw& .. \1.111111If/7 nuaft code � .OF3Q r�1Jn�en Da1E //�Vy/ _ - - -;. ``x ........ N411, ' 1GEN .•� i 2T NO CHANGES THIS SHEET. I82100 Miami ad- Product * ; N0.58705 * NOTES: _ _ ® Desertptfon: Draw" B➢' 1) USE THIS TA13LE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME ��•�i� � :•X� 1DMTECHNOLOGY DRIVE DESIGN PRESSURE TABLE J ROSOWSKI OR INTEGRAL FIN. PER THE FIGURE. 'o�•. • O FL �i •'•. ORIDN• ••' \2�` N. VENICE, FL 34275 (941}480.1600 IIttm 2) FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS �,,SSj�NA� SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR E� 7j711 f I I l l o tbPYf{OH7CZtl17 Se�lyE�; SEEIe; She�N Oras(ng No. HEIGHT DIMENSION SHOWN ON THE TABLE. A. LYNN MILLER P.E. ALL W6Fff8�s. ®etc. SH-540O NTS 7OF 12 MD-SH5400-01 rB: REV 58705 CERT. OF AUTH. 829296 TABLE 4: OlbarA-- 1•A bIK.4ot R1 Bdtam9aan DO V forgW. R.W0 Wbdw Hdda sy- son Hdpld Rapt (11) D6algn Pleasure (m31tlT) WIad019 lltdtWldth On) 2a 23 32 361 60 1 52126 206 Eaiwa- 1134 00.0 -1N.0 +fta 1 •100.0 +N.O •100.0 +50.0 •1000 +500 •100.0 +50A .09.0 +SOA 4" famm,a Cblbp %517. 15.070 +N.O •100.0 M00 -laaA +N.O •100.0 ♦50A .1000 +50.0 -100.0 460.0 SIX +00.0 •90.0 26 EO.WK. 11A67-14A76 .5D.0 400.0 +50.0 -100.0 +N.o •100.0 +D0.0 -10DA -Sao -1000 +50A AMO +50.0 -97.1 (IMM PIOAW 113T7-17A62 +60.0 •100.0 +50.0 400.0 .%0 4DDX +600 -100.0 +50.0 400.0 +DOA -in0 +50A "a Tdbd WIT-25200 00.0 .10)A M A .100.0 +000 -lama +500 .1000 +no .100.0 +60.0 a o +50.0 77.9 WWdWd QOap 20"-21.616 M0.0 .100.0 +50.0 .100.0 M0.0 4=0 +50.0 4000 +50.0 4=0 +500 a6A +50.0 7a1 37375 EyWLIb 17.617-20.M +50.0 -100.0 ♦N.0 •100.0 +50.0 •100.0 +500 400.0 +500 -7DDA +5D.0 28A +60D •T00 6brdW0 PIa50w 14.517.17Af6 +N.O -lama +DOA .100.0 ♦100 -100.0 +500 -100.0 +%0 -IOU +50.0 -0+2 ♦ND -782 Stubat 71.377-14A15 +50.0 .10DA +600 400.0 .%D •1DDA +WO -100.0 +5&0 -10DA +500 -MO +Sao -T&O Ta11Nt 2LW-31A71 +50.0 •100.0 +50.0 -t00A +510 •1N.0 +500 aTA +50m 6A0 +50.0 -78A +600 -71J0 C01mt 99 28At7.37.682 +50A •100D +50.0 -100.0 +5D.0 4DOA +50.0 •100.0 +DDA -1000 +NA a23 +00.0 •73.8 SWtlud Cottage 2351T-20618 M0.0 -10DA +50.0 -100.0 no 400A -%0 -1000 +500 -/000 M0.0 -79.0 +N.0 •709 N 20.67f-20810 130.0 -100.0 +N. -140.0 M00 -100A +N.0 -1000 +D0.0 4=0 +N.O -753 +500 •703 S}adad PMADW 17b/7.20.51a +500 •7N.0 +NA •IMO +610 -laa.O +504 .10D.0 +50.0 -Mama M0.0 •7aA ♦ND -70a Ci6ta11Sin 1AA77. 17.576 M0.0 -7ND +ND •1 0 +go •IoOA +N.D -1N.D +50.0 -100.0 +ND 79.6 +NA •712 atXataat 11377-14318 M00 -7NA M00 -100.0 +MD -100.0 +N.0 40MO #%0 41.1 +6" -Tu +NA .7t.9 Tdent 31.0-35.911 M0.0 150.0 M0.0 -00A +50.0 -00.9 +N.O 163 +50.0 413 +WO -74.9 +50A 841 61 Cottage 28A1Y-31A82 +50D .1U00 +WO 400.0 M0.0 •iN.0 +N.O 7N.0 +NO 46A +N.O •73A +N.O i0A Et90H2a 20.517-26A76 'M0.0 .100.9 +N.0 •700.0 WO dN.O +NA -lama +D0.0 -932 +50.0 71A +50A -0A9 +8 6't1dd0 RUA" 17D17. 2D.516 +50.0 AOOA +N.0 •INA +6D.0 •100.0 +00.0 -10DA +50A -W.1 +D0.0 •74.9 +D0.0 aTD call_str 14.517.17.515. no •100A +N.O -f00.0 +50.0 •iNA no -ia a mo .92A +50D .78.3 +BQD a0.f O.w at. IM17.1/.516 +50.0 -100.o +N.O •100.0 +500 •100.0 +NA 667 +RD -VA +N.O •TUA ma 489 '4b stonm 11.377.12.513 M0.0 •1D0.0 +NA -tN.o +510 .95A +50A -03A #%0 -617 +N.0 722 ♦NA VA Tent 3T200.3. MOA 4DOA +NA -0OA +50.0 .84.3 +N.D .-022 MO •61.9 +N.0 -712 +NA 68A SWnftd Cott 26.517-3327 +MO -IDDA +50.0 •too.* +lama •IODA +60.0 •100.0 NO -93A +0.0 -71.1 +60.0 63.3 EPIaliia 23.51T•25D1a MO.0 •iND +1" 'AOOA 7W6 -1N.0 +N.O -1100 +a0.0 AID +N.O -72A +111 6a1' GLW=atm - 20.51T-2JA76 M CI •lama +50.0 -f00.0 +60.0 •iW.O +N.O -0N.0 +N.D StA .0 72A +N a8.t 61WtlW0Pm w 1731T-20,61a +500 .100.0 M0.0 •100.0 +504 -100.0 +N.0 400.0 450.0 A3D +NA , 73.7 +N.O aa6 Ctatt-atm 14.517. 17.5% +500 •t00D +N.O .100.0 +NA •iN➢ +N.0 419.0 +50.0 •✓HA +50A .75.1 +NA W.1 Cutom&u. 12A17•ND15 W.O -100.0 +N.O -IDD4 +NA -007 +NA -0Z6 +%0 -W + DA 722 +N.O a73 ahmt.1 11177.12A16 1 +40.0 •100.0 +50D 49A no -807 +50.0 67A +NO •81.9 *%0 411.5 +N.O -"A Tarot 38.517-41AN +500 400.0 +NA 62a +50X •71.2 +50.0 681 +600 -01.1 +wm a5.1 +50.0 a82 atamw C.1.0 31A17.36616 4000 -100.0 +NA 1 492 +900 -0a3 +50.0 $A MO 46A +N.O 42 +N.O a9A Eq= 2a517.31A18 +800 • 00.0 +600 1 •100.0 +600 400.0 +50A 407 #%0 a07 +500 alT +N.O -W3 67WIOWd RObr 23.517-26Dt6 +NA -'ODA M01D I -0a.1 M0.0 -87.5 +500 -No +600 a1.9 MOA -WA +N.O a7A 112 CW aoBb 2D.517-23A18 +500 400D -BOA I'6a3 +500 -T7.0 +N.O .7 .e +500 •73A M0.0 64A +500 am CWIRn BIm 17.517-20316 +50.0 47.3 +N.O 79.9 no 6a7 +30.0 45.8 +50D 44.2 +N.O 60.6 +50.0 1 aae CIODvn Slb 14,5t7-17.516 +500 a02 +50.0 •Y3.0 +50.0 .81.0 *WO aap +6a0 .67.0 MDA 4U +NA CWtam Slm 13D17.1+.5ta MD.O -OL1 750 •70.0 +N.O a4o- +50.0 a11.0 no •53.0 #50A am +ND- air SDabat 71381•tO.Ota M0.o -mT no 67A +50.0 .87.0 +50.0 a7A +5mo a1.0 +N.D aOA MOD a010 Timt 39.11V-41AN +50.0 7MO.0 +90 = +NA -712 +N.O D +500 0 +503 MA M0.0 43➢ CL.Ws0e 38317-32AIO +N.O 400.0 +00.0 -aL7 +NA .77.5 +50.0 700 1 mO -7a.1 +N.O ffiT +50.0 40.1 EpA)4ft 36d17-3a516 +WO 400A +NA 42A +500 aa8 -%0 76.0 no •77.9 M0.0 40A +00.0 -VA 78 CWtam stm- 32d17.35576 M0.0 -193 750-0 41rU +no .7a.0 -ED 71A M00 402 M00 402 M00 d23 61WdW0 Poalew 2BA17.32619 Mp.O .94.6 +60.0 -77.5 +N.O &3 +NA 433 +50A E1.6 MOA a92 +ND S3.0 Gwtoolsba 26A -2g. 18 MD 7.2 +60.0 71A + 0 a00 + afi.9 +300 -MA +50.0 a3. + .O aIA 81m1at 25.5 0.20618 MQO .m.o +80.0 69.0 +500 -0B.1 +ND aaA M0A -MO +NA atA +SOD a0.5 Ewmb_ a4677•a1.6N- �60.0_ _Alma_ 150.0_ _T7.6_ +1i0.0_ da3_ _+500_ 6L3_ _+6a0_ _.67.5_ _+0Q0_ _+NA- -a08- ad CWtam saa 05.517.38.1515 +50.0 !12 +60.0 •71D +na -000 +30.0 -wo +5me a49 +6DA 4"+%a a46 6ladad PttMew STBfa•3l.a18 M0.0 a07 +50.0 a75 +bdo d7.0 +NA 53.9 +XO ai.8 +N.0 .;a0.o +mo aOD 91.7a Tout -41AN +SDA -03.7 +N.0 -67.6 +N.0 -67.0 +N.0 4a9 +500 alma MOA -Zama +500 a0.0 'jA5LE 0, SHEET d t•VH ANUHUK WKUU1- ANU UVAN I I I Y. , N. SASH HEIGHT = WINDOW BUCK HEIGHT - 50. 136 NOTES: 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. JAMB (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES $ CONFIGURATIONS) H •iT PRODUCCREVISED as wmplying with the Fkdda 1 FI711IIII,I DlrildiOg Code �nC�,. Ea 'I�reHon DatDe/ 'D��+'LO(D ��• t1 /V •, 0. Re9lalon: ;�� ��•' �tCENSF�1�''; �: NO CHANGES THIS SHEET. iltIA17! ad6Product' •.'A * N0.58705 =� a Y2 ��' ® TABLE D7171m By: J ROSOWSKI c ; �O� •.• STATE OF 1070TECHN�oGYDRIVE DESIGN� PRESSURE ; • �, ��i �` ''.FCORIDP ..• ��`� N. VENIM FL 34276 (841MS°0 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 PILfUGMrWERMSH-5400 SerbAr/ModaL• 'NIT:SAeatr 0-SH5400-01 I B A. LYNN MILLER, P.E. NTS ti OF 12 REA 705 CERT.OFAM. #nM TABLE 8: # Part x x x Part # Description Material 76 Kommerfing 4SO TPS Spacer System See this Sheet for Materia_is- 77 Quanex Super Spacer nkT with Hot Melt Butyl 76 Quanex Duraseal Spacer 79 Cardinal XL Edge Spacer TABLE B, CONT.: Bill of Materiel, cont # I Part# Description Material 5 720197 Auto Lock Mec anism C Stee 46 720198&9 Sweep Lock Cast anc 47 720195&6 Auto lock Cover Assembly Cast anc 48 76X11BOPTK #6 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw) SS - 48 7202DO Auto and Sweep Lock Keeper Cast Dne 50 76)04PPA #8 x 314" PH. PH SDS Keeper Screw) SS 61 420181 UR Beveled Tilt Latch Comer Key PVC 62 1 420182 L/R Pull Rail Tilt Latch Comer Key PVC 631 7634PHFL #6 x 314" Ph. FH SDS (Comer Key Screw) SS 641 420183 Tilt Latch PVC 56 420184 Tdt Latch Retainer PVC 66 720207 1" TIR Latch Spring SS 57 420188 Plastic Tilt Latch Finger Pull PVC 68 720192 Metal lift Latch Finger Pull Cast anc 58 420180 Picot Bar Corner Key PVC 60 720208 Pivot Bar SS 63 720191 Sash Pull Handle Cast Zinc e4 720194 Sash Pull Handle With latch Assembly Cast Zinc 65 7834FPT #8 x 314" Ph. FH SDS (Pull Handle Screw) SS 68 420188 Bottom Latch Strike Plate Cost Zfnc 67 7868B #8 x 6/8" Ph. FH SMS (Strike Plate Screw SS 73 720136 I.G. Bead PVC 74 Backbadding, GE 7700 or Dow 791 SBlcone 76 71646N Setting Block (718" It 1" x 118"), 86 +1- 6 dur.a EPDM 80 61012' Extruded Screen Frame Alum 81 61011 Roil -Famed Screen Frame Alum 82 7CKGL821 Screen Comer Key for Extruded Frame PVC 83 47042 Screen Comer Key with Pull Ring PVC -84 47041— Screen Comer-Keywithmd Pull-Rthg -- —PVC- 86 7CASPM Tension Spring SS FO-6-1 6181OC48 Screen Cloth Fiberglass 87 61836/81614 .140" Screen Spine (Machine/Hand Rolled) Vinyl NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES. LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 2) ITEMS 0 9-13. 15, 24, 25, 28, 29, 34, 39, 61,,62, & 68-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 81LICONE HOT -MELT BUM STRUCTURAL _ SILICONE ' STRUCTURAL 1/4" NOM. FOAM 3/16" NOM. POLYISOBUMENE WITH WITH DESICCANT ANT DESICCANT EXT. GLASS _ EXT. GLASS , IN7. GLASS INT. GLASS 78 KODISPACE 77 SUPER =' 4SG TIPS SPACER' NXTTm ALUMINUM REINFORCEMENT NT FILL AREA POLYISO-tINTSCI BUTYLENE5/16" NOM. 5116" NOM. SEAL BUTYL & ICONE SEAL . DESICCANT- ROLL -FORMED FOAM STAINLESS STEEL' EXT. GLASS EXT. GLASS ' INT. GLASS LASS DURASEAL® XL EDGE'" 76 79 SPACER SPACER PRODUCT REVISED as complying with the Fbxidn _ Autldmg Cade Acwptcu9614fo3b.U¢ O CHANGES THIS SHEET. E 'r Dwe Ay ieNamt * No. 68705 *i ® _ jz� %7�0 MTEO O �: ` 197ommoLOGY11RTVE N. VENICE 34276 BILL OF MATERIAL (BOM) ROSOWSKI I. coRiop.. G�?�;` 'i S'/ FL (e4/>1eao SINGLE HUNG WINDOW INSTALLATION - NI _ 05/15/15 �` '•,,,�NAtt����` o�rwasromn P ING se gAtaeer: srow sna.e orwrro rro. A. LYNN M�ER, P.E. SH-540O NTS 11 OF 12 MD-SH5400-01 ]7B: P.E.#68705 CERT. OF AUTH. 029M i .626° T .3.50ff - ­ 4-- .062' .070• -�-�- jrj� •060' O23 LIGHT SASH REINFORCEMENT 07(r -�{�-- 1.18r I. 3AS3' -�{ 3A83' -'{ 3.4B3' 3.483' -►{ 1 _T T - .070' •--►{� .062'--•-11-� .062" '--'��- .o6z" -4- .06r .791•�1.036' 1.041' �• D� D 1 L 130° 2.444 2.444' .. 2.444' � D � 1.331• r- -� 1.340' �-- CD �D ; aDaD D 2.444• 26 STANDARD O REINFORCEMENT MEETING RAIL 27 HD MEETING RAIL a Q�p ❑ Gp a p REINFORCEMENT .825' 1.375' S J-CHANNEL .826" 6 FLANGE _ 1.375• O FIN SILL FRAMEO FRAME SILL O FRAME SILL T- O. FRAME SILL 1215• 1.565" I 1.630' _. , 376' _.. .. ... ... _ . 2.178' 2.10ff_ 1.472" .065" _ ` ' . .056' 1.375 _ ,SL1�� �_ 974°� }� .471• 690• + tp .347 II 035• - - .355° ° .07p .050' .057 1231• Imo'- -►� -1.000•_ I+- .060 .070• .'. 14. SASH STOP/ LIFT RAIL MEETINIRAIL - 16 SASH RAIL 17 BALANCE 19 COVER SCREW OVER' `.19 INTERLOCK-- - - 20 INTERLOCKCOVER 21 INTERLOCK O LIFT RAIL BEVELED BEVELED ROCK COVER ' . PRODUCT.REVISED t ., .. _ as complying with "Ftolib Building Code 'NY LYN�y i,�� ReWster ono ..864" .31s' .300° - - _ - `�``'�`�O•''�CeN ��! �, NO CHANGES THIS SHEET. ��,�,,. .3or �j '� sF' II .> 5a• .750NO.58705 .035°-�{�+-� .02b' + } _ - Ve rlp6on: Ora" Bl^• EXTRUDED ROLLED 1 :f / - f �.:� N VENI�FIL342 6DRNE WINDOW EXTRUSIONS J ROSOWSKI 73 IG BE 80 B1 �p a O O SCREEN FRAME O SCREEN FRAME � � 0 '• TE 0 , .; �ORIDP.• (841)0•7800 - SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 �ONAL ENG�� cowwatrtoson . lll1! 11\1t� PGT P1D1181AIF9. RTC.' Se+la9/AludeL• Smle: Shed• Drosing Na Rev: A. LVNN M19I�ER, P.E ALR1GH78D SH-5400 NTS 10 OF 12 MD-SH5400-01 B P.E.lt 68705 CERT. OF AUTH. 1129298 f 1.48r f 1.483' J-CHANNEL FRAME ,625'_ 0 FLANGE FRAME fit_ HEAD/JAMB r 2_ HEADMAMB FIN FRAME 1.375" O HEAD/JAMB 3,500° .062• 1.463' as � ,A83' OEQUAL LEG FRAME HEAD/JAMB