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Home My WebLink AboutNOA # 17-0630.05t q0)-0(_07D ✓q R�c�rLFa N3 D� peS� �tri�j� O 1 9 MIAMI•DADE 44c�e gA`�r� MIAMI-DA.DE COUNTY Co �A p P�9D&T CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy 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 "SH-5500" PVC Single Hung Window — L.M.T. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. .RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.05 cFrLExpiration Date: duly 30, 2020 9�p 0 Approval Date: November 30, 2017 � /120 / Page l ��O%oPp �I9 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, 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) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer® NXTT"x spacer system and XL EdgeTM spacer system at 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 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.03) 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) Forced Entry Test, per FBC 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 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., TestReport No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 '2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51b Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted NOA No. 15- 9. 05 Manuel ex P.E. Product Contro x iner NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (cowrxED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGias® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No.16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 61h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) G. OTHERS 1. Notice of Acceptance No.16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and mpinng on 07/30/20. Man 4 e r Vere, P.E. Product Con rol E miner NOA No.-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 EXAMPLE FOR � 261/8' MAX. O.C. RADIUS -TOP HEADER (SIM. 12' MAX. FROM FOR ALL FRAME SEAM WINDOW TYPES) // B,SEE 3 SHEET 3 B. SEE �I - 30' MAX. O.C.—1•�+-12" A, SEE r- SHEET 3+ SHEET3 MAX A. SEE'— ._1-I1 SHEET 3' EQUALLY I I / SPACED / ANCHORSPER TABLES 9-11 O / x�� Q / ---. EQUALLY SPACED ANCHORSPER TABLES 9-11 I 12' MAAXX. 17.7/8' MAX. O.C. _ 04' —� MAX 10" MAX. O.C. HEIGHT 1 13-3/4• MAX. O.C. EQUALLY SPACED ANCHORSPER TABLES 9-11 O X EQUALLY SPACED ANCHORSPER TABLES 9.11 54• MAX. BUCK WIDTH 30" —� MAX. O.C. ) 12" MAX. LI FIXED VISIBLE I LIGHT WIDTH 1� B, SEE SHEET3 FIXED I / VISIBLE T A . SEE r I I LIGHT 17-7/8" MAX. O.C. SHEET3 I HEIGHT EQUALLY i 91.78" SPACED / MAX. ANCHORSPER BUCK TABLES 9-11 T HEIGHT I SASH 10" MAX D.C. T 13.3/4" MAX. O.C. EQUALLY VISIBLE I SPACER LIGHT // HEIGHT A ANCHORS PER TABLES 9-11 • , � —1 MAX. 21-5/8" /—i ANCHORAGE EXAMPLE MAX. O.C. FOR ARCH -TOP HEADER (SIM. FOR ALL / WINDOW TYPES) / 10' MAX. FROM DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL• SEE SHEETS 67 LARGE MALL MISSILE IMPACT RESISTANT / FRAME SEAM D, SEE S —_-�'— 30' MAX. O.C. -+�12' MAX C. SEE SHEET4� I/ 1T- MAX. I / 17-718" MAX.O.C. II O I I 62" I I MAX. BUCK X I 10' MAX.IyO.C. HEIGHT I / 13-W44' MLAX O.C. 7— SEE %. ` SHEETS JJJ / �p 8&9 CAW MAX LIGHT WIDTH ..INOTCH DETAILS, tl 54' MAX. BUCK WIDTH --i SHEET3 SEEP SHEET 3 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO 75• HEIGHT SEE TABLES 4.11 GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ} 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 39 IN THE HVHZ, THE OUTBOARD LITE (CAP) MUSTTEMPERED . 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED 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 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/20 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, (EOR) 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) 114' MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 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 RENEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7964 & 7966: ELCO ULTRACON NOA; ELCO CRETEFLEX NOA ELCO AGGRE-GATOR NO& ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DFSIM MANUAL B JNO ANCHORS AT SILL "MAX. BUCK WIDTH A� 6112" MAX. SEE SILLWEEP- NOTCH DETAILS, SHEET3 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION 11) APPLICABLE EGRESS REQUIREMENTS TO BE RENEWED BY BUILDING OFFICIAL. • I\` NY LyNiy //, USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC. WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) DETERMINE THE 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 4-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEETSET ARE MET. 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE. INTEGRAL FIN OR EQUAL LEGIBOX). '�' � �' vcFr+sF M��C: No. 587D5 '0,� . S TE �N' 1A1 I1 LiKLE A- LYNN R P.E. ®R 9 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)AW1600 cTovrlanitr o 2017 Pt'WUSRESE MC. ALL RINR3 RESERVED CERT. OF AUTH. 02M 52-1/8' MAX. BUCK WIDTH SEE SHEETS r 1-1/4- 8&9 Tj1 ,I I i� O I / BUCK HEIGHT ASSHOWN X 4 (91.78- - I -- I / I -J 1-1/4" —`'I SEE SILL WEEP - NOTCH DETAILS, SHEET 4 ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION ANCHORED THROUGH THE NAIL -FIN (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES ................................................. 1 ELEVATIONS......................................................... 1 FRAME, GLASS & ANCHOR OPTIONS ................. 2 INSTALLATION. FLANGE & EQUAL LEG/BOX..... 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL.. 4 GLAZING DETAILS ................................................ 5 DESIGN PRESSURES ........................-................. 6-7 ANCHOR QUANTITIES ......................................... 8-10 EXTRUSION PROFILES..- ................. -................ 11 ASSEMBLY & PARTS LIST ................................... 12-13 -2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE TBC), STH EDITION •ASTM E13OD-09 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL. ADM-2015 •AISI S700-12 -AISC 360-10 UPDATED TO FBC 2017. - JR - 06/06/17 PRODUCT REVISED a complying with Ufa Fbarida Baildiog Code Atxepfanw Tb �r%'a•f7ZJ ra ' Date ey Mini ade PmdaK 0—Hptbn: •^ �� GENERAL NOTES & ELEVATION J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 106/15/15 1 /LlodeL• Scab: SAwt OraNrp No. Rer. SH-5500 NTS 1 OF 13 MD-SH5500-01 B Glass Type Description Ousted from Exterior to Interior) escr Desig able pressure TblsY Sheet# 5 7/8' Laminated I.G.: 1/8' A Fxteder Cep + 7/107 Air Space + 5116' Laminated; (2) Utes of 1/8' A Glass with.ow PV8 Intedayer 4,5 6 6 718" Laminated I.G.: 1/8' T Exterior Cap + 7/16' Air Spec. + 5116' Laminated; (2) Utes of 1/B" A Glass with .09D' PVB Intedayer 4,6 6 7 7/8' Laminated I.G.: 3116' A Exterior Cap + 31W Air Space + 5116' Laminated; (2) Liles of 1/8' A Glass with .090" PVB Intedayer 4.6 6 B 7/8' Laminated I.O.: 3/16" T Exledor Cap + 318' Air Space + 5/10' Laminated; (2) Lites of l/6' A Glass with .090' PVB Intedayer 4,6 6 9 7/8" Laminated I.G.: 1/8' A Exterior Cap + 7/16' Air Space + 5116" Laminated; (2) Was of l/8' H Glass with .090' SG Intedayer - 7 7 10 7/8' Laminated I.G.: 1/8' T Exterior Cap + 7/19' Air Space + 5/1W Laminated; (2) Ursa cf 1/8• H Glass with .090' SG Intedayer 7 7 11 7/8' Laminated I.G.: 3/16' A Extedor Cap + 3/9' Air Space + SMS' Laminated; (2) Liles of 1/8' H Glass with .090' SG Intedayer 7 7 12 7/8' Laminated I.G.: 3118' T Exterior Cap + 3/8" Air Space + 5116' Laminated; (2) Utes of 1/8' H Glass with .097 SG Intedayer 7 7 13 7/9' Laminated I.G.: 1/9' A Exterior Cap + 5116' Air Space + 7/16' Laminated; (2) Utes of 3/16' A Glass with .090' SG Intedayer B 7 14 7/8' Laminated I.G.: 1/8• T Extedor Cap + 5/16' Air Space + 7/16' Laminated; (2) Lites of 3/16" A Glass with .090' SG Intedayer 8 7 15 7/6' Laminated I.G.: 3116' A Exterior Cap + 1/4' Air Space + 7/16" laminated; (2) Utes of 3116' A Glass with .090' SG Intedayer 7 7 16 7/8' Laminated I.G.: 3118' T Exterior Cap + 1/4' Air Space + 7/16" Laminated; (2) Liles cf 3/16' A Glass with .090' SG Intedayer 7 7 Group 'Anchor Substrate Min. Edge Distance Mtn. ErlbedmenY A MS #10 SlISM S.S. (steel, or 1, 1 S.S.) P.T. Southern Pine (SG=O. ) 7/16' 13/8' Steel, A36• 3/8' 0.050' Steel Stud, A653 Gr. 33• 318' 0.0451' (18 Ga.) Aluminum, 6063-T5' 3/8' 0.050' 3116" steel Ultracon P.T. Southern Pine (SG=0.55) 7116' 13/8' Concrete (min. Z85 ksi) 1' 1318' Ungrouted CMU, (ASTM C•90) 2-1/Y B #12 SMS (steel, 18.8 S.S. or 410 SS) .. P.T. Southern Pine (SG=0.55) 9/16, 1-3/8" Steel, 3/8' 0.050' Steel Stud, A653 653 Gr. 33• 3/8' 0.0451' (18 Ga.) Aluminum, 6063-T6' 318, 0,083" 1!4' steel Ultracon P.T. Southern Pine (SG=0.55) 1' 13/8' 1/4- steel Creteflex P.T. Southern Pine (SG=0.55) 1" 13/8" 1/4' steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1' 13/8' C 1!4' steel Ultracon Concrete (min. 2.85 ksi) 1' 13l4' Ungrouted CMU, (ASTM C-90) 2-1/Y 1-1/4' 1/4' steel Creteflex Concrete (min. 3.35 ksi) 1' 13/4' 1/4' steel Ultracon Concrete (min. 2.85 ksi) 2-11Y 13/4" D 114' steel Creteflex Concrete (min. 3.35 ksi) 2-11Y 1.3/4' Ungrouted CMU, (ASTM C-90) 1-1/Y 1/4' steel Aggre-Gator Concrete min. 3.275 ksi 1-1/Y 13/8' Grouted CMU, (ASTM C-9U) 2' 2' Group Anehor Substrate Min. Edge Distance Min. Fmbedmenr E 2-1/7 x .131' Common Nall P.T. Southern Pine (SG=.55) 318" 2-7/16" 2-112' Ring -shank Rootng Nail P.T. 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) 1/2' 13/8' Aluminum, 6063-TS' 3/8" 0.050" Steel Stud, Gr. 33• 318• 0.D451' (18 Ga.) Steel, A38' 3/8' 0.050' #12SMS (steel, I" S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9116' 1-3/8' Aluminum, W63-T5• 3l8' 0.063" Steel Stud, Gr. 33' 3/8" 0.050" Steel, A36• 1 319• 0.050" GLASS TYPES 5, 7, 9, 11. 13 8 15 MAY NOT BE USED IN THE HVHZ ABOVE 3V. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Glass Frame Frame Types Options Conggs. Shapes Installation Options that may be used (see Fig B) (see Table 1) (see Fig A) (see Fig C) ' ....Into 2X Wood FremeJBuckstrip -sheet 3, option 1 Flange ( #2 ) 5-16 Equal-Ute, Oriel/Prrniew 8 Cottage Square/Rect., Arch Top 8 Radius -Top Through the franc •••• of the window:. ....Into Concrete/CMU - sheet 3, option 2 ....through `IX Buckstdp into Concrete/CMU -sheet 3, option 3 ....into Metal - sheet 3, option 4 ....into 2X Wood Frame/Buckstrip -sheet 3, option 1 Box I Equal-Leg#4)5-16 (#4) Equal-Lite, O& Collegew 8 Cottage Square/Rect., Arch -Top Radius -Top Through the hams of the window...... ....Into Conerete/CMU - sheet 3, option 2 through 1X Buckstdp into Concreta/CMU - sheet: option 3 ....into Metal -sheet 3, option 4 J-Channel #1 ( ) 5-8 Equal -Ella, On Costa iew 8 Cottage SquarelRect., 8 Arch -Radius -Top Radius•Top Through the Integral tin...... .-.•Into 2X Wood Frame7Buckstrip -sheet 4, option 5 -....Into Metal - sheet 4, option 7 ,m rough the fiance of the window...... ....Into 2X Wood Frame/Buekstri sheet 4, option 8 P - PB - ,--.Into Metal - sheet 4, option 8 Integral Fin ice) 5-8 Equal-l.ite, OdeVPrcMew 8 Cottage Square/RecL, Arch Top 8 Radius Top Through the integral fin... ....Into 2X Wood FrameBuckstdp -sheet 4, option 5 ....Into Metal - sheet 4, option 7 Through the frame of the window ...... Into 2XWood FremelBucksW sheet 4, o on 8 p - p6 .... into Metal - sheet 4, option 8 UAL-LITE ORIEL COTTAGE EQ - {BUCK WIDTH - {BUCK WIDTH �-- ---{13UCKWIDTH�_ x x x ip RECTANGULAR RADIUS -TOP ARCH -TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS r 10. ,,\\ 61 LYNiy0C �� i NAP Z * ;' No. 58705 1070 TECHNOLOGY DRIVE MIN. OF 3 ��.•' M0 N. VENICE. FL 34275 THREADS BEYOND THE .. (ORIO !i (R P •'G,\?� 'METAL,��O1N (tk1}48fY1800 L11 SUBSTRATE. lEC`\\\` X LYN U LLER, P.E. rat ` P.E.ZF 5s705 CERT. OF AUTH.#29296 O O J-CHANNEL INTEGRAL FIN O O FLANGE BOX OR EQUAL -LEG Material Min. F Min. Fv Steel Screw 92 ksi 120 ksi 1B•8 Screw 60 kei 95 ksi 410 Screw 90 ksi 110 kai Elco Aggre-GatorO 57 k.i 96 ksl Elco UltraCon® 410 SS Elco CreteFlex® 155 ksi 127.4 kal 177 ksi 189.7 kal 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 68 ksl Gr. 33 Steel Stud 33 ksi 1 45 ksi ANCHORS RE-GROUPED. -JR-06106117 'A' = ANNEALED 'H• = HEAT STRENGTHENED T = TEMPERED 'PVB' = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC. .090• SENTRYGLAS® INTERLAYER BY KURARAY AMERICA. INC. PRODUCT REVISED es cectpll'ing with d. Florida Building Cade Acxplmm Ne) 7-�30.05 _ - "mti .Date By - Miam Dede Product Coat GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Atle: Oats SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 swlea/N.dek Seeb: She.t: tkarD-6p Wo. Rev: SH-5500 NTS 2 OF 13 MSH5500-01 B INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 —ter EDGE DISTANCE ANCHOREDTHROUGH EMBEDMENT FRAME INTO ZX WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EMBEDMENT FLANGE FRAME ("( EDGE DISTANCE I SHOWN II BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT SASH EXTERIOR VISIBLE LIGHT HEIGHT 86 OPT. (2)1' 81 30 INTERIOR 31 WEEP NOTCHESAT 80 EACH END. EQUAL-LEGBOX " L� ==E FRAME SHOWN c� .27X 1.25' WEEPHOLE WICOVER @ . 2.87' FROM 38 EACH END. •' _ _ . VERTICAL SECTION B-B I_1/4' MAX TYP. ANCHOR TYPE, SHIM EMBEDMENT AND TYP. ANCHOR TYPE. EDGE EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. 2p 1 OPT. SASH TOP JLIFT RAIL INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. FLANGE FRAME 114' MAX SHIM SASH VISIBLE 18 LIGHT WIDTH 44 BALANCE TYPE VARIES 42 WITH SASH WEIGHT 54 EXTERIOR ID FIXED VISIBLE LIGHT WIDTH FOR ALL WINDOWS: NOTES: SHOWN - 1 ANCHOR @ 3.W 1) USE ONLY 21 FROM END AND AT CENTER SUBSTRATE -APPROPRIATE I FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36' WIDE: SHEET 2. FOLLOW EMBEDMENT AND ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY SCREWS @16.3/8- INSTALLATION OPTION SHOWN MAY 16 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. / BOTTOM LOCKS: 2) MASONRY ANCHORS MAY BE ADD ADDITIONAL SCREWS ®8-3/8" USED INTO WOOD AS PER TABLE 2, FROM ENO. SHEET 2. ALL WOOD BUCKS LESS MAX SHIM THAN 1.1/2 THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK USE EITHER OR GREATER. 1X AND 2X BUCKS LATCH OR (WHEN USED) SHALL BE DESIGNED BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO TESTED UNIT THE STRUCTURE. WOOD BUCK LOCATION: 6518' DESIGN AND INSTALLATION IS THE FROM SASH END. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X SUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 114• MAX SHIM�+— F-- I EDGE —17 � DISTANCE _ TYP.ANCHOR TYPE, EMBEDMENT AND EDGE 31 DISTCE PER EDGE SUBSTRATE, •' DISTANCE SEETABL2.'-. / 4 SHEET 2.' I BUCK WIDTH HORIZONTAL SECTION A -A EQUAL LEGBOX FRAME SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2. _ 1/4' MAX. SHIM #10 OR #12 STEEL SELF-ORILLING - SMS (G5), SEE TABLE 2, I- 1 SHEET2. FLANGE FRAME SHOWN EXTERIOR 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION rl_ (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPENING) IS MEASURED FROM ANCHOREDTHROUGH BEADING TO BEADING. NO ANCHORS REQUIRED IN VISIBLE LIGHT FORMULAS FLANGE OR EQUAL -LEG WIDTH FRAME SILLS @SASH: BUCK WIDTH-6-1/2" @ FIXED LITE: BUCK WIDTH-4.318" HEIGHT (EQUAL-LITEI BUCK HEIGHTM - 3-15/16" FRAME INTO METAL No. 58705 •4tj 1070 TECHNOLOGY DRIVE '•, D 1 I Z STATE OF � N. VENICE, FL 34275 '•F<OREDP..•'G\� (941)-4W-1600 ZONALIEN�` POTrom17 Dr- ALL�� RESERVED A. LYNN MILLER, RE, P.E.# 58705 CERT. OF AUTH. 1129296 1/4' MAX. SHIM DE D n EQUAL LEGBOX FRAME �� c SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL .ODUCi REVISED —plying with 810 Fimida 6tdi.9W0 .n -— FLANGE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI INGLE HUNG WINDOW INSTALLATION - LM 5/15/15 s.Hes/►IoaN: snob: sl,�e ao.rne SH-5500 NTS 1 3 OF 13 MD-SH5500-01 I B INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL Imo- EMBEDMENT EMBEDMENT FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCE , SHEET. TYP. ANCHOR TYPE, J-CHANNEL FRAME SHOWN O I y 1 EMBEDMENT AND EDGE _ DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) 0 =0 1/4' MAX SHIM 1 TYP.ANCHORTYPE. �a EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, O SEE TABLE 3, SHEET 2. 18 (NAILSHOWN) FIXED 19 201 OPT.SASHTOP VISIBLE LIFT RAIL LIGHT HEIGHT j J FOR ALL WINDOWS: 4948 2, 22 72 0 14 45 46 47 O BUCK D HEIGHT 50 16 85 �— 30 SASH EXTERIOR VISIBLE LIGHT HEIGHT L 16 J___ (2)1- 81 30 65 63 INTERIOR 31 WEEP NOTCHESAT 80 n EACH END. NO ANCHORS (IIIII REQUIRED IN FRAME 7 SILLS IF ANCHORING THROUGH FRAME. 111'MAX INTEGRAL FIN � r SHIM SHIM FRAME SHOWN 27' X 1.25' WEEPHOLE OWICOVER @ 2.87- 38 FROM EACH END. TYP. ANCHOR.TYPE. EDGE o15TM EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, J.- SEE TABLE 3, SHEET 2. —`•-) EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. 1 ANCHOR @ 3.55- FROM END AND AT CENTER. FOR WINDOWS OVER 36' WIDE: ADD ADDITIONAL SCREWS @16.3/8- FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-3I6' FROM END. USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT` LOCATION: "IS' FROM SASH END. EDGE DISTANCE L_ J-CHANNEL FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 'I. ASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1.1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1 W THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH - 6.12' FIXED LITE: BUCK WIDTH -4-318' HEIGHT (EQUAL-LITE) BUCK HEIGHT2 - 3-15116- INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN WOOD FRAME OR BUCKSTRIP. SEE INTO 2X WOOD FRAME OR F� EDGE DISTANCE NOTE 2. THIS SHEET. BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM 1/4- MAX SHIM 18 SASH VISIBLE 17 18 LIGHT WIDTH ❑ 44 BALANCE EMBEDMENT CES 42 WITH SASH WEIGHT 5430 Q 31 a� EXTERIOR 87 INTEGRAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE v 3 FIN DISTANCE PER SUBSTRATE FIXED VISIBLE FRAME SEE TABLE 3, SHEET 2. LIGHT WIDTH 1 SHOWN (NAIL SHOWN) BUCK WIDTH HORIZONTAL SECTION C-C 1/4- MAX DADE APPROVED MU WON, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. . SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. <11i12 STEEL 1/4' MAX. SELF -DRILLING SHIM SMS (G5), SEE vfq��4� TABLES 2 & 3,SHEET 2. F-1 QL-S ��V'r FIN AN"0R I�-I�II1�/'/FLANGE REMOVED FINTEG RAME OFWN III /PJZ� INICELLD INSTALLATION EXTERIOR INSTALLATION , OPTION 7 OPTION 8 PRODUCT REVISED ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL as c.mplyitg with [ha Florid. 1t t 1 I 1111IV,I II /, INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) Building Code Acmptance N.�.QS o-„t-t,,,,, ETpuetion pate-! JL#UU`-3-J QM71 -,- ;' ,.....,- •' 1,10EN,pF .7Z • •..<0 No. 58705 `� �� •(7j�� 1070 TECHNOLOGY DRIVE �•' O ' � '•. N. VENICE. FL 34275 STATE %�31 '•.�ORIDPI .....* ' \� NG0N: S70NAL E (941}480-1800 1owly �� PGT wousTRES. No. II11111110t A. LYNN MILLER, P.E. ALL n1I1Hn4 RESERVED CERT. OF AUTH. #20286 P F 9 SMq J CHANNEL & INTEGRAL FIN FRAMES I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 1 SH-5500 I NTS 1 4 OF 13 1 MD-SH5500-01 I B -1 7/8" NOM. 5/16" A/A PVB 7/16" AIR SPACE- 1/8" A GLASS — aEXTERIOR GLASS TYPE 5 —1 7/8' NCM. r 5/16" H/H SG — 7/16" AIR SPACE- 1/8" T_ GLASS — aEXTERIOR 71 .NOM. [ — 5/16" A/A PVB — 7/16" AIR SPACE- 1/8" T_ GLASS - aEXTERIOR GLASS TYPE 6 --�{ 7/8' NOM. 5/16" H/H SG- 3/8" AIR SPACE- 3/16" A GLASS - aEXTERIOR 7/8" NOM. 5/16" A/A PVB 3/8" AIR SPACE 3/16" A_ GLASS — aEXTERIOR 78-79 5/16" H/H SG — 3/8" AIR SPACE- 3/16" T_ GLASS - a, EXTERIOR GLASS TYPE 7 7/8"NOM. -+{ 7/8' NOM. 7/8' NOM. 5/16' A/A PVB I I 5/16" H/H SG 3/8" AIR SPACE 7/16" AIR SPACE 3/16' T_ GLASS 1/8" A GLASS aEXTERIOR a EXTERIOR 78.79 7&78 GLASS TYPE 8 1 718• NOM. 7/16" A/A SG 5/16" AIR SPACE- 1 /8" A_ GLASS — aEXTERIOR GLASS TYPE 9 —�•� 718' NOM. ' 7/16" A/A SG 5/16" AIR SPACE 1/8" T_ GLASS aEXTERIOR 7&78 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —�{ 7/8' NOM. I 718" NOM. 7/16' A/A SG 7/16" A/A SG 1/P"NOM.GLASS GLASS TYPES9 THROUGH 1/4"AIRSPACE 1/4"AIRSPACE 76.79 BITE TYP. ' 16 MAY NOT BE USED 3/16" A GLASS 3/16" T GLASS WITH J-CHANNEL OR 72 74 • INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR GLASS TYPES 5, 7, 9, 11, 13 7&78 7&78' 31 & 15 MAY NOT BE USED IN _ EXTERIOR 75 THE HVHZ ABOVE W. PRODUCT REVISED �` mplyiM it1AeFlorlb GLASS TYPE 15 1111 1 III,_ GLASS TYPE 16 Building Code � Acapttt� No % 3�' J /� 38 3G .� NY LYAf •,, Raviekn: iroricn Date \�1��o•1,IGENSF�l��i O�❑ Mia i ada Ptadud • 1} No.58705 •' . '• . GLAZING NOTES: • A'=ANNEALED =_ 1F - -'O ; - Deecrlp8on: Of QM^ W. TYP. GLAZING DETAIL m"= HEAT STRENGTHENED 'T'=TEMPERED =7a • I�. �� 1o7oTECHNoLooYDRIvE GLAZING DETAILS J ROSOWSKI ® 'PVB"=.090'TROSIFOL PVB BYKURARAYAMERICA, INC. ,• ST•'/l/i (� '•.;°[ORIDP•,••'•�t:� N. VENICE, FL 34275 7W*: "sG"=.oso"SENTRYGLAS®BYKURARAYAMERICAINC. �� s .... Si/ONAL (941}4B0.1600 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 ENG` M FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. ' I II I11111 ►+ KISTRCopqnKTES N1 PJGM 8EeE8VEn Serien/Nodek Scale: Shret Droning No. Rer. B A LYNN MILLER P.E. SH-5500 NTS 5 OF 13 MD-SH5500-01 P.E.0 58705 CERT. OF AUTH. i 98 TABLE 4: 01.. Type 5,0.T&t Design Pressure, bimle +F 50.0 R4Nf. Uhl R7 FW all window & eeeh ekes ANCHOR'GROUP AND QUANTITY. J/-jI Ex7EROR JAMB �7 SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) TABLE 6: DI.r T"O. 0.7u Design Pressure, Iba/It2 +65.01.70.0 Re Int L. 1 R2 Fv.1 wV00,w eA sash ah.. at_c I— m ANCHOR GROUP AND QUANTITY. }ram% jI EXTERIOR JAMS �7 SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) PRODUCT REVISED aJ -.14im -ith I[- Florida SEE TABLE 10, SHEET B FOR ANCH OUP AND QUANTITY. Building Cock •• MIN. SASH HEIGHT = WIND W 09147 50.136 AcoePlanDD ND � F.ristarl. 1 r Detc �✓lU • 0CENS .•' F '• ;�� Miami 6dePrDdolt * : No. 58705 NOTES: O vas BF. �A `• �' ,tu; 1070 TECHWXOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �0,. ST TE O !v . N VENICE, FL 34276 %�(�s'•. gORIDP.•''G\�: (941}�80.1800 �: Oolc 2)FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PERTHE FIGURE. �i s%NA��`.` SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ' yy l f 7 1 III 111111 POTS s,Np/y,dy7 SwM: SAwC OmrNp Na Rar. ON THE TABLE. A. LYNN MILLER. P.E. SH-5500 NTS 6 OF 13 MD-SH5500-01 B P.E.058705 CERT.OF AUTH. 929M am sTYp Re1nL Uv.l PC 13s<mb110n Wgrrn Pw a Wldm+ /ldyd slte.e s hrbVe RmP 8.2 Design Premum, Ibse tm�te=w 6urt'Ktlle i- m 52126 D.5 E•pr"w 11.394 +&5.0 -Mo +85.0 aao Stwdwd C*bW 14.517. /5.6m +5&0 IN +65.0 .10.0 2i Eq.N 11.583.14MIS + O -mo R5.0 aao S.W dR i- 11.377.11.582 + .o -MO 165.0 aQ0 Twim 23517-252A +65.0 •70.0 -66A aao stmdwd W-P 20.90-23516 -MC • 0.0 +a5.0 -mo W.375 EOuaNRe atendrd ProMew 17.517.22.W 14,517-17.515 +e&0 +6&0 -mo •70.0 +65.0 465.0 _'mo -70.0 ShMeat 113T-14516 +6&0 -7a0 .e6.0 aao TY4n 2TS83-31.011 +M0 -70.0 .65.0 •7110 prtm. She 21L 17.27= -M •m.o +65.0 -70w0 Strdmd COD.p 23517-26.516 +W.0 .70.0 +65.0 •70.0 4 E0 140e 2X517.23SIO +5&0 .T0.0 + D •70.0 Sbndmd Rain 17.517.20516 -MO •70.0 +e5.0 •70.0 Orhm site 14,517.17510 .65.0 -T0.0 -No a0.0 Slr,1a1 11.377. 14516 +BSO -m0 +65.0 •100 TOW 31.583.3iD11 +8&0 aao +65.0 •70.0 Stridwd Cc0a0e 2&517.313M 4e&0 -70.0 +05.0 -MO Eq.*M 21.517.2&516 +M0 •mD +65D MD 48 6trdrd PieJen 17.s+7-20416 +8&0 .71L0 +e6.0 -MD prime She 14517.175M +8&0 -70.0 +e5.0 -70.0 1Ltom Bhe 12517•,45le +no Jac +6T.0 -7ao shot l 11.377-12516 +BSo -70.0 +65D -70.0 Tit 33.208-37.&V +MO -MG -65.0 •70.0 Simdrd Ump 2L517-9207 +e&0 -MO -WA -70.0 Eprlft ZL517-21518 +e&0 •70.0 +e6.0 -MD � 49.1326 Oalmn Sh. 2a517-M.Slo +65.0 -7ao +MO .70.0 &.e Pmbw 17.517-22515 +mo -70.0 +65.0 -70.0 Custom Sa. 14517.17516 +no -7oo + b .70.0 Clrtmn Site 12617.14516 +_o -7ao +6&0 40.0 SMdesl ll.W-12.518 +0&0 •70.0 +Zb -70.0 T. 3d57T_n +65.0 aao +6&0 •70.0 atrdW ce1q. 3L517.3es10 +0&0 -Tao +e&0 -70.0 E0m14e A517.3+516 +M0 40,0 +M0 -7aD etsm Pm 2a51T•2L511 +"A -70.0 +85.0 •7Q0 07 0=brn sae 2a517.27.516 +65.0 -70.0 +65.0 -70D Odom she n.517. 20.516 *MO -7ao +65.0 -70.0 Custmn tore 14617.17.518 +6&0 .70.0 +65.0 4161 Cualorn 6he /3017-14+616 +6&0 .70.0 +65.0 -67.3 S7Rea1 11.004-13.016 +05.0 -70.0 +65.0 M..5 TYYsI 36.517•41 4 b&o -MO +65.0 -'MO Galore She 30.517-30.510 +660 -70.0 -Wo .70.0 EpoWte 35.517. 35.515 +65D mo "&a .70.0 75 Cumm She 32.517.35.516 -MG•m0 M o -noShidaN l7radew 29.517.32.616 +8&0 -Mo + 5.0 .70.0 CWtam ah. 2{.517. 27.610 +65.0 •7110 +W0 872 Sronesl maid.m516 w .0 •Ta0 +65.0 d65 Epr{Sb 36517-41.64 +8&o •7ao +6&0 -70.0 64 prlmn she 3&517.35.516 +630 -70.0 +8&0 67a Studrd PmJ.w 33.816-M.51e +6&0 -Tao +650 665 01.78 T i6st - 41.54 465.0 -70.0 +05.0 ABS aurryp. 612, 10{1a R.InL I.WI 3 Banmts:n O.WW0 kxph.n �.ipllS m" I1m0trSMdl Sv.h Haigh B.nOe M) Dmign Pre..ure, lb M VMOon Buek YAdM n upb40 I 4B 62126 1 M ns Eguldt. 11.394 +mA -110.0 •Mo .11n0 +70.a 410.0 +m0 -110.0 Staldad W. p. 14.517-15,670 •mA 410.0 •7D.0 -110.0 +70.a 141MO 1 +mo 14laO 23 Ega4h. itsm.14.516 .70.0 141g.0 1 +70.0 1 -110.0 +70.0 -1100 +ma .11a0 St..dnd Pmlow 11.3T7. 11.5B2 170.0410A -70.0 410.0 .70.0 •110.0 +70.0 410.0 T.HW 2a617-25.23e +70A 1 -110.0 +70.0 1 -110.0 +m0 I.liao 1+mo I .1la0 Sw.sd Cotp. 20.95E-nSIO .70.0 410.0 +m.0 j4ilX0 +m0 -110.0 +m0 -t 1a0 37.375 Eq_W4" 17517-m.a17 .70.0 1410.0 .70.0 410.0 +70.0 -110.0 +T0.0 -1m.0 at.MdodPmd.e 14.617-17.516 .70.0 •110.0 .m.0 .110.0 .70.0 •110.0 .m0 •11a0 6MRea1 11.J7/-14.516 .m.0 410.0 +m.a 410.0 •m0 -107.0 .7a0 •tm.0 Td4.t 27.563.31•D11 1m.0 _110.0 .m.o 49.0 +70.0 43.0 +m0 -BD.o Oobm 6a. 26.517-27.582 +70.0 -110.0 •m.0 -110.0 .7a0 d100 .m0 •110.0 M st..dad C.Mtpe 21517-0.510 +mA -110.0 +70.0 410.0 .m0 .110.0 -no •110.0 Eyd46. 20.S1T-0.616 +MA -11DA +m.0 •110.0 .70.0 •110.0 'MO '110.0 Btw.d PmN. IZ517.20.sm +m.0 •l'o.o .70.0 .110.0 .m0 •110.0 .m.0 410.0 O.b sm. IC517-17.510 +mA 410.0 •70.0 -110.0[.70.0 •110.0 •70.0 •110.0 sh b 11.3T7.14.510 +m.D -110.0 +70.0 •110.0 •107.0 .m0 -107.0 T.0a.1 31.583-S.a11 +mA -110.0 .m0 8 o -no +7a0 -m.o Sw,d. 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Building Code ^c •• MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 '• MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 60.136 Al pt-0'1 ND' ' ./...� '10.111111, NY LYN1y /'�i, earl. on: E7+pimtkm Date !lllJll ��JJ •� •'1,10EN,pF'•. �� Rtim:li ePrvducl U»Qal * : No. 58705 NOTES: Dew7Ptton; Dram By: "-0 t �'it 1070 TECANOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. 0 STA O � �[[/` N. VENICE, FL 34276 Ttta.Date. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. �� ••F(ORID. G`�� (941)-9 1600 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �iS��N1AL 11Er1``� Rm w_ �e,r..paaek Seale; 9a.et: Drawk y Na Rev: ON THE TABLE. A. LY�N I.�I�LER• P.E. All RKHM SH-5500 NTS 7 OF 13 MD-SH5500-01 B P.E.7158705 - CERT. OF AUTH. 029296 iffig.:.. mmmm®a00�10 I®" ®" ®" 9 m =®" ®" E=w ®" ®" ®" M=MFWMEMCMMMCMMMKMIMMMCMMCMCMCMKMCMCM ��FM'MtM CMMMEMMEMEMCMMMIMMMEMEMEMEMCMEA7 FrVMVM:mMCMMMCMCMEMEM1MMEMMCMMCMCM ==MFM,-AMrI CMMCMMICMUMCMMCMMMEMZMKMKMCMEM r�Tr-lf"12wmmvmgmmmgmmmcMMMEMEMCMEMCMEMIMMMEOr- rTm=gmmc3cmmcmmmcmgmcm=ICMMCMEMCMEMCM CMISMEMEMEMIEMCMIMMCMMMCMKMCMKMCMMI MPT!IIMF==rlcmlsmcmcmcmcm:mcmcmmmcmamcmmcmm �F�M=M CMISMEMIMMCMIEMCMIIMEMEMCMEMEMIMMEMMO mr-Tml!MFIMWMCMIMMMMNmcmmmOMMMEMIS EMIMMEMEMCMIM ��FMMUMCMIIMEMEMIMIEMEMIMMEMIEMCMEMOMISMEMEM EMMVMIORMEMEMEMIMMEMIEMCMIEMCMCMMCMIEMCM iiI OF-T"M�F�'FUEMM CMIEMCMIEMEMOMIMEMCMIMEME»CMEMCMMI CMEMCMEMCMEMEMKMEMZ EMEMEMIMEMEM ��EMEME331=CMMIEMEMEMC CME»CMKMKMM kI&IMIN 062" II 1.483' .fi25' O J•CHANNEl FRAME .625' T � 1.375" HEAD/JAMB IT 3.48W --�{ �i-- .062' �� 2.444' .625' l II T J-CHANNEL lJ 1.375" O FRAME SILL 1 .6255" I OFLANGE FRAME HEAD/JAMB 3.483' .062" 1J O 2.444" J Cho❑ OFLANGE FRAME SILL 3.500" 3.500" -+JI-�- .062" .062" 1.483" a 1.483' .070' I� .960" � ,.,64• ❑ o❑ .715' .070" iT rFIN FRAME .810'LIGHT SASH I HD SASH.150" OHEAD/JAMB HEAD JAMB FRAME 23 REINFORCEMENT 28 REINFORCEMENT 3.483" oi_- .062" 2.444' oo❑ d i •a7g"II O FIN FRAME jj"-" JIISII SILL 3.483" -I - -6- .062" � f 2.444" IaHo 10 L� o OEOUALLEG FRAME SILL 070' -- { F - .791'''I ^�1.038" T� 1.331• ufw I STANDARD 28 MEETING RAIL REINFORCEMENT 1.182' I-�-- 070' I 1.041" .130" 1.340' �••- OHD MEETING RAIL 27 REINFORCEMENT 1.872" 1.641' I T 1.215" 2.100' 1.472' r 1.565' 1.630" I -�--L II 1.376" 2.176" .3 .065" o .065" 175 I g74" I .035" .355 .590' .050' .471".590" .050' .347' .060' 14 FIXEDSASH STOP 7/ LIFT RAIL LIFT RAIL E EETING RAIL 16 SASH RAIL CO R E 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 D BEVELED M17 INTERLOCK 22 INTERLOCK COVER PRODUCT REVISED w c plying with the Florida Building Code AcmPfance Na 17- a .MQ,S ReNslon: G�i atian Data W� .318" �-{ .300' ,.•' 1.1GENgF •.. �� i By •o" �j- .175' Q:• ';tom% N[tani. RE7dud .754" .750' � * ;: ��J•AATEI:� Na, 58705 '. .035' -�I-- .025" �(fT}I ` b V De fp6w:LAMI IG EXTRUDE 81 ROLLED � 1070TECHNOLOGYDRIVE WINDOW EXTRUSIONS J ROSOWSKI OBEADING SCREEN FRAME SCREEN FRAME �T N. VENICE, FL 34275 O H %:s •'-ftORION .•'G\C�� (841}480-1800 EN� a�o�17 SINGLE HUNG WINDOW INSTALLATION - LM 05/15l15 I I III I 1 1 \ 1 POT l 'usmE8. plc,. Series/Model: Srnlc Sheet: D-1.9 No. Rm A. LYNN MILLER P.E 781� SH-5500 NTS 11 OF 13 M --SH5500-01 B P.E.# 58705 CERT. OF AUTH. i1Y9298 Bill of Material # Part # Description Material 1 620 Ingle Hung Frame Head &Jambs - J-Channel PVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 620104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 - 620105 SWDHFrameSill -J-Channel PVC 6 620106 SWDH.Frame Sill - Flange PVC 7 1 620107 lSHfDH Frame Sill - Fin PVC 8 620108 SWDH Frame SIII - Equal Leg/Box PVC 14 620131 Fixed Meeting Rail PVC 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/Screw Cover PVC 19 620156 Pull Rail Interlock 6005 T5 At 20 620144 Pull Rail Interlock Cover PVC 21 620157 Beveled Interlock 6005 T5 At 22 1 620145 IBeveled Interlock Corer PVC 231 620150 Light Sash Reinforcement 6063 T6 At 251 620152 IHD Sash ReIntmcement 6063 T6 At 26 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 27 620154 HD Meeting Rail Reinforcement 6005 TS At 30 61644 Weatherstrip, .187' x .270" Fin Pile 31 60300 Weatherstrip, .190" x .300" Foam Bulb Fiax PVC 32 61719 Weatherstrip, .1871 x .220" PolyPile 33 61825 Weatherstrip Plug, .220" Finseal 35 7SXIMTTT #6 x 1" Ph. PH SDS (Interlock Mounting Screw) 36 7BX37HPX #8 x 3" Ph. PH SMS (Meeting Rall Screw) 410 SS 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 38 720210 Weep Hole Cover PVC 40 720)00= Constant Farce Balance" 41 #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 78X114FPAX #8 x 1-114" Ph. FH SMS (Spiral Balance Screw) 410 SS Part # Description Material 76 Kommeding 4SG TIPS Spacer System See this Sheet for Materials 77 Quanex Super Spacer nXr with Hot Melt Butyl 78 Quanex Duraseal Spacer 79 Cardinal XI_ Edge Spacer NOTES: 1).PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD.. TO BE LABELED FOR AAMA EXTRUDER CODE. 2) ITEMS # 9-13,15, 24, 28, 29. 34, 39. 61, 62, 68-71, & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL SILICONE HOT -MELT BUTYL STRUCTURAL STRUCTURAL SILICONE W16" NOM. POLYISOBUTYLENE 1/4' NOM. FOAM WITH DESICCANT WITH DESICCANT EXT. GLASS EXT. GLASS INT. GLASS INT. GLASS KODISPACE SUPER 4SG TPS SPACER@ NXT- ' ALUMINUM -� NT FILL REINFORCEMENT POLYISO-FINT.GLASS BUTYLENE 5/16" NOM. SEAL BUTYL & LICONESEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEEXT.GLASSEXT.GLASS INT. GLASS DURASEAL® XL EDGE'." 8 SPACER SPACER PRODUCT REVISED `"-- _ as complying with the Florida Building Cede AcOeplm.ce No 17-D450.cS 11lll l!I .`' 14Y LYNN'� �., HevNn re F ' atinW Date 'm?� �O ,... �` Dy LICENSE •�:( Nl3ami adeProduet * . No. 58705 �: 1o7oTECHNDLoovDRrVE BILL LL OF MATERIAL (BOM) ROSOWSKI �O STATE.k/� ........... N.VENICE.FL34275 (641}480.1600 TffN: .•'' ss�••"' ' ON` 7 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 �N �. i"'IfI l LI I,,�� COPYQMfC2MY Pe* ALL ��• sata/YoQel• - SOWN* - meek om t p Na. rtn: A. LYNN MILLER P.E. SH-5500 NTS 12 OF 13 MD-SH5500-01 B P.E.# 68705 CERT. OF AUTH. #29298 OPT. SWEEP LOCK OPT. AUTO LOCK MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS O rrwML �• �.a,.O•�Y�cLYNNA, 6p •' IASSEMBLY Aaerolc ---- •.l� DETAILS No. 58705 TECHNOLOGY DRIVE EXPLODED ASSEMBLY JROSOWSKI EXTERIOR ```�'••�„ Q '.• ((� ` N. VENICE• FL 34275 NOTES: .� T ..- FT TE OF : �` Tide: Dab: c<` ORION �� 941-��0 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ��isS�O E` G\�\ cOPMOKTo2o17 2)J-CHANNEL FRAME SHOWN.PARTS#185. OTHER FRAME TYPES APPLY. �,,�/NAL 1�� PCTumumms.mc. Sa,Jd,� e1i fib; Shaet: Dlmr6p No. Rev: 3) FOR REINFORCEMENT TYPES. SEE DETAILS ON SHEETS 6 & 7. A LYNNI�II. IR1 % '�Rr4ff8 lEsatvm 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. REA 58705 CERT. OF AUTH. #29296 SH-5500 NTS 13 OF 13 M D-SH5500-01 B