Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
' MIAMI-RADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/eeonomy 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(AIM. 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 a' 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.I. APPROVAL DOCUMENT: 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.,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 Mrar�Enaoe coMEM Expiration Date: July 30,2020 Approval Date: November 30,2017 ���8//7 Page 1 r � 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,Duraseal® 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.,Test Report 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 under NOA No. 15- 9.05 MauluelTller P.E. Product Con tro x iner NOA No.17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 f 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(CONTINUED) 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 " SentryGlas®(Clear and White)Glass Interlayers dated 06/25/15, expiring on 07/04/18. 3. Notice Acceptance c of 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 6th 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. 1 6-0714.03) 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 expinng on 07/30/20. Man Pere P.E. Product CoN!6—. 1630.05 ol E miner NOA Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE EXAMPLE FOR 28.1/$'MAX.D.C. RADIUS-TOP '_\ 21.518" ANCHORAGE RATING IMPACT RATING HEADER MAX,FROM " MAX.BUCK WIDTH MAX.O�C. FOR ARCH-TOPMPUE VARIES PER REINFORCEMENT FRAME SEAM 30" 12'MAX. HEADER(SIM,FOR ALL ICEMENT LARGE&SMALL MISSILE IFR I%_\ '2' WINDOW TYPES) LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT FOR F WINDOW TYPES) - 3,SEE MAX.O.C. SHEET3 52-1/8"MAX. K WIDTH A SEE 20"MAX.FROM ---i SEE S 1-114'114' B'SEF'___.�._' 30.w'xO.C. -�__i_12"MAX. SHiET3 FIXED VISIBLE 12' FRAME SEAM D,SEE SHEET3' H LIGHT WqDTH SHEET4 13,SEE SHEET3 12,MAX. SHEET3 30"MAX.O.C. FIXED 2"MAX C,SEE 11 ^. SHSET4 + EQ Y VISIBLE _T_ A,SEE EQUALLY 17-7/8'MAX.O,C. 'S 0 LIGHT SHEET 12"MAY, ANCHORS PER 17-70 MAX. C. I SPACED TABLES HEIGHT I - ANCHORS PER D-11 - EQUALLYJ - TABLES 9.11 91.78' SPACED 17-7/8"MAX.O.C. 0 1 �/ MAX. ANCHORS PER -0 84' w BUCK TABLES 9-11 -- 62" Ol BUCK HEIGHT MAX. HEIGHT f 10'MAX.O.C. 10"MAX. . 10"MAX 00 BUCK ASSHOWN X HEQ x i HEIGHT MISSILE MAX.) 13-3/4*MAX.O.C. ------- EQUALLY -17 VISIBLE SPACED SPAM CHORSPER ANCHORS LIGHT TABLES9.11 'n D.C. EQUALLY 13-314' D.C. L- T j13314 EQUALLY - SEE SPACED AN ANCHORS PER TABLES - TABLES 9-11 HEIGHT L I SHEETS c - L i A 899 6-112*MAX. _4 F_JA 6- WN—CHORS MAX. &11T MAX B NO ATSILL SEE SILL WEEP- 8 NO ANCHORS AT SILL B_ NO p —1:--l!MAX.BUCK WIDTH _�'�\f_NOTCH DETAILS, SASH VISIBLE f SEE SILL WEEP- 1-1/4' NOTCH DETAILS, f SEE SEE SILL WEEP- SHEET3 LIGHT WIDTH 54"MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEET 3 SHEET3 SHPET4 ELEVATION FOR TYP.EQUAL LEG FRAME E ATION FOR TYP..rKA GE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH-ORIELLWMIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATIONFOR CUSTOM COTTAGE CONFIGURATION UPTO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75'HEIGHT SEE TABLES 411 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES................ .............. I 2)SHUTTERS ARE N REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHIZ,THE OUTBOARD LITE(CAP)MUSTTEMPERED. ONS........................................... 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,ELEVATIGLASS&ANCHOR OPTIONS ............ 1 .................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. & 4)ALL WOOD SUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.SX WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SUCKS INSTALLATION,FLANGE NSTALLATION,INTEGRAL EQUAL LEG/BOX.....FIN&J-CHANNEL 4 3 DEPICTED AS ZX ARE 1-112'THICK OR GREATER.IX AND ZX 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). GLAZING DETAILS................................................5 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 DESIGN PRESSURES........„.............. 6-7 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIES......................................... 8-10 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS, EXTRUSION PROFILES........................................11 7)DESIGN PRESSURES: ASSEMBLY&PARTS LIST..................................12-13 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E13001 CODES/STANDARDS USED: B POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. :2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. CODE(FBC),5TH EDITION a 113%STRESS INCREASE HAS NOT BEEN -ASTM E130"9 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 -ANSUAF&PA NOS-2015 FOR WOOD CONSTRUCTION THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33 2014 FLORIDA BUILDING DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. *ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -AISI 8100-12 es c plying-ith the Fbxib 1G)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA4 ELCO CRETEFLEXNOA;ELCOAGGRE-GATORNOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER stril"g Cdo SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NOS&ALUMINUM DESIGN MANUAL C-Q5 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. , il R"Islon., • -Enug-• Jw' m USER INSTRUCTIONS: 0 ANY.........".. y A, . By UPDATED TO FBC 2017. JR- Min=e.1i ad* wt 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, No,587D5 . s 06/06/17 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 oftadpuan: Drown 6p_ OPENING OBTAINED IN STEP I. 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR8 TE 0 N,VENICE,FL 34275 •41ORID DoW. YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. -1600 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION, .......... (94`1�480 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J.CHANNEL,FLANGE, I AL POT—RetwFA-INT0. INTEGRAL FIN OR EQUAL LEGNIOX), ALL FUGM RESMIM S°H°s/Model: Scale: Sheet: P.E.#6970CERT,OFAUTH.#29M SH-550( _TR LYNN A 14 U LY'P.E, OF 13 1 DMmwD'og-SN`H' 5500-01 I B TABLE 1:ALLOWABLE GLASS TYPES Glass Description(Listed from Exterior to Intortor) Design Pressure Frame Glass Frame Frame Type Table III Sheet Typos Options Conflg& Shapes Installation Options that may be used 5 71W Laminated LG.:1/8'A Exterior Gap+7116'Air Space+5116'Laminated;(2)Liles of 1/8•A Glass with.090'PV8 interlayer 4,5 6 (see Fly B) (sec Table 1) (sae Fig A) (sea Fig C) 6 7/8"Laminated I.G.:118'T Exterior Cap+7116°Air Space+5116'Laminated;(2)Liles of 1/8"A Glass with.090"PVB interlayer 4,6 6 ....into 2X Wood FrameBuckstdp-sheet 3,option 1 7 7/8"Laminated LM:3116'A Exterior Cap+3/8"Air Space+6116"Laminated;(2)Lites of 118«A Glass with.090"PVB tntada er Equai-Lite, Squara Rect., y 4,6 6 Flange 5-16 OdellProNaw, Arch-Top& Through the frame....filo CarsoretelCMU-street 3,option 2 8 7/8'Laminated I.O.:3116'T ExterlorCop+318'Air space+6/16'Laminated;(2)Utos of 118'A Glass with.090"PVB Interlayer 4,6 6 ( ) Cottage Radius Top of the window,t:::. ,,..through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 9 7181 Laminated I.G.:118«A Exterior Cop+7118'Air Space+5116•Laminated;(2)Utes of 1181 H Glass with.090'SG Intadayer 7 7 ....into Metal-sheet 3,option 4 10 718'Laminated I.G.:118'T Exterior Cep+7116'Air Space+5116'Laminated;(2)Liles of 118'H Glass with•090•SG intsdayer 7 7 1 ...JMc,2X Wood Frame/Buckstrip-sheet 3,option 1 11 7/8"Laminated I.G.:31161,,A Exterior Cop+318"Air Space+6/16"Laminated;(2)Liles of 1/8"H Glass with.090'SG Intedayer 7 7 Box/ Equal-lite, Square/Rect., Through the hams ,...into Concrete/CMU-sheet 3,option 2 12 716'Laminated I.G.:3116'T Exteaor Cap+316'Air Space+5116'Laminated;(2)tiles of 1/8'H Glass with.090'SG httedayer 7 7 (#4) Equal-Log 5-16 Od Cottage Arch-Tope Radius Topp of the window....., ,,,,through 1X Buckstdp Into Conctete/CMU-sheet 3,option 3 &Co 13 7/B'Laminated I.G.:1!8'A Extedor Cep+5/16'Air Spoca+7/16°Laminated;(2)Liras of 3/16'A pass with.09D°SO 1Medayer g 7 ....Into Mate)•sheet 3,option 4 14 718"Laminated LG.:118'TExiedorCap+6116'Air Space+7/18'Laminated;(2)Utes 03/16"A Glass with.090•SG intedayer 8 7 Through the ....into 2X Wood FrameBuckstdp-sheet 4,option 5 15 718'Laminated LG.:3116'A Exterior Cop+1J4"Air Space+7/16'Laminated;(2)Utes of 3116"A Glass with,090'SG tined er Equal-Lite, Square/Rect., ,•,•into Mstat-sheat 4,optEon 7 ay 7 7 J Ckannet 5-8 OdeUPfWew Arch-Top& Integral tin...... 76 7/8'Laminated I.G.:3I16-T Exterior Cep+1/4'AirSpace+7JiB'Laminated;(2)Utes of 3116"A Glass with.090'SG Itdedayer 7 7 (#1) &Cottage Radius Top Through the frame....into 2X Wood Frame/Buckstrip-sheet 4,option 6 of the window...... _.Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 Through the ....Into 2X Wood FranleBuckstdp-sheet 4,option 5 &15 MAY NOT BE USED IN Equal-Ute, SquamlRecL, Min, Ace Min. E al-tate, sg ....into Meter-sheet 4,option 7 Group Anchor Substrate THE HVHZ ABOVE 30'. Integre)Fin 5-B OdeUPrmfew Arch-Top& Integral 6n...... Distance EmbodmonC • (#3) P Through the frame ...Jnto 2X Wood Frame/Suckstrlp-sheet 4,option 6 P.T.Southem Pine(8G=0.55) 716« 1.3/8° &Cotfsge Radius-Top of tfre window,..... #10 SMS MiN.OF 3 ...Into MeZ-sheet 4,option 8 (steel,18.8 S.S. Steel,A38' 3/8, 0.050" Steel Stud,A653 Gr.33• 3/8° 0.0451' 18 Ga.) THREADS or410 S.S.) ( BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE 8:FRAME TYPES *A=ANNEALED "5• 318' 0.050° METAL P.T.Southern Pinene(SG(SG=0.55) 7/16' 11-3l8' SUBSTRATE. O Tell "H"=HEAT STRENGTHENED 1 3 3/18"alae)UIVaDOn Concrete(min,2.85 ksi) 1. T=TEMPERED 1"3/8" "UNGROUTED �� 'PVB"=.090"7ROSIFOL�PV6 Ungrouted CMU,(ASTM G90) 2-117 1-i14° CMU'VALUES BY KURARAY AMERICA,INC. #12 SMS P.T.Southern Pine(SG=0.55) 9116' 1.38' MAY BE USED -SG"_ .090"SENTRYGLASO Steel, 318° 0.05D° FOR GROUTED (steel,18 8 S.S. J-CHARNEL INTEGRAL FIN INTERLAYER BYKURARAY or 410 S.S.) Steel Stud,A653 Gr.33' 3/8' 0.0451'(18 Ga.) APPLICATIONS r AMERICA,INC. B Aluminum,6063-76' 3/8° 0.063' EQUAL•LITE ORIEL COTTAGE ii 114'steal Uitracon P.T.Southern Pine(SG=0.55) 1' 1.3/8' 1/41 steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1-3/8" FIGURE C:FRAME SHAPES 114'steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1' 1.318' OR EQUAL-LEG BUCK WIDTH}-r— ►{BUCK WIDTH�r -►I BUCK W OTH f-.— Fi ANGE BOX Concrete(min.2.85 ksl)_ 1' 1.3/4• DTH 114'steal Ulraacn C Concrete CMU,(ASTM C-90) 2-117 1-1/4° 114'steel CMteflex Concrete min.3.35las! 1" 1314' 7//� YYYT i; 1f 'AlMaterial Min.F Min.F. 1/4'steel Ultracon Concrete(min.2.115 ksi) 2-1J2° 13/4' w w w Sleet Screw 92 ksi 120 ksi Concrete(min.3.35 kst) 2.1/2" 1.314" Y ,� X O 188 Screw 60 ksi 95 ksi 1/4'steel Greteflex v x O w c� 410 Screw 90 ksi 110 ksi O Ungrouted CMU,(ASTM G90) 2-1/7 1-114" ' D / D / w Concrete min.3.275 ksi 1-112° 13 m f m1 r a� m f x Eke Ag re-Gator� 57 ksi 96 ksi 1/41 steel Aggro-0ator Grouted CMU,(ASTM C-90) 2° 2" 1 Elco UltmCong 155 kit 177 ksi RECTANGULAR RADIUS-TOP ARCH-TOP 410 85 Elco CmteFiexG 127.4 ksi 189.7 last 6063-T5 Aluminum 16 kit 22 ksi TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steal 36 ksi 611 ksi PRODUCT REVISED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud 33 kat 45 ksi as complying with tlta Florida Group Anchor Substrate Mtn,l:alge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6.10, Building Cod* Distance Embedment! A plan, rJ Q(p Q E 2-1/7 x.131'Common Nall P.T.SouthernPine(SG.55) 3181 27/16' �..���yy LYNNr Date 2-1I2"Ritg+3herdc Roo9rtg Nell P.T.Southern Pine(SG=.55) 3/8^ 2-7/16" �d`�?•�tci+8� /! '� ANCHORS RE-GROUPED. °yar Dnaerrea;*t P.T Southern Pine(SG=.55) 1r7 1.3/8" 1y% -JR-06/06/17 #10 Trusshead SMS Aluminum,6063 TS• 3/8' 4.Q50' No.58705 (steel,18.8 S.S. or 410 S.S.) Steel Stud,Gr.33' 318' 0.0451"(18 Ga.) _ _ F steel,A36• 3/3' s1fA2Z j `to 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(SG=.55) _9/16' 1-3/8" "MIN.OF 3 N.VENICE,FL 34276 #12 SMS THREADS 'G,�••- TE O lV. (steel,I"S.S. Aluminum,6063.75' 3JB° 0.063' BEYOND THE �i���s'•,',*tORtOp`.•' `��� (94i)460.16g0 Ane' pow Steel stud,Gr.331 318" 0,050° METAL ,g� ' ,. ,�, SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Lx 410S.S,} SUBSTRATE. !/! ONt�A� L'1�t�� rornnousrws0.atc. Steel,A38• 318" 0.050" A.LVNk I.kR P.E. w NaM RESEawEe Serka/Node!• Scale: Shock Drawing Na, R ` P.E.056705 CERT OFAUTit.#292W SH-5500 NTS 1'2'OF 13 MD-SH5500-01 B INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2_ -- - INSTALLAIION.OP_TION 3 ANCHORED THROU HFRAME— - ANCHOREDTHROUGHFRAMEYd4 INSTALLATION DIRECTLv ONCRETEICMU. BUCKSTRIP INTO CONCRETHCM ,- OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO ZX WOOD f� 1/4•MAXSHIM 16 1/4'MAX SHIM FRAME OR BUCKSTRIP. —� SASH VISIBLE 17 •�• `��, EDGE SEE NOTE 2,THIS SHEET. EMBEDMENT EDGES 18 LIGHT WIDTH � — O _ . DISTANCE FLANGE FRAME DISTANCE SHOWN /�� 44 BALANCE TYP.ANCHOR TYPE VARIES - 1 �� ❑�1/4•MAX TYP.ANCHOR PIE, 42 WITH SASH o TYPE, 'SHIM EMBED MMrS ND WEIGHT 54 30 \•'• / EMBEDMENT AND EDG TYP.ANCHORTYPE, IRI 2 �a EMBEDMENT AND EDGE DISTANCE PER I�� 31 a EDGE DISTANCE SUBSTRATE,O n DISTANCE PER SUBSTRATE, SUBSTRATE, LLLJJJ n �7 ` II,_II 1B SEE TABLE 2,SHEET 2. SEE TABLE 2•SHEET 2. o EXTERIOR 87 4 I ,�I I DISTANCE SEE TABLE SHEET 2.. 2 FIXED VISIBLE \u `ILII? `/ FIXED 19 20 OPT.SASH TOP F4W GH 2 LIGHT WIDTH -I EQUAL VISIBLE LIFT RAIL ��RAM E I 2 LEG/BOX" HEIGHT FORALLWINDOWS: BUCK WIDTH SHOWN LIGHT NOTES: SHOWN FRAME �— a9 1 ANCHOR@ 3.55" HORIZONTAL SECTION A-A- FROM END AND AT 1)USE ONLY 21CENTER. SUBSTRATE-APPROPRIATE _ 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, _ OVER 36"WIDE: SHEET 2.FOLLOW EMBEDMENTAND DADE APPR' L(,(ON,FBC COMPLIANT ALUM ING OR STEEL STUD. 72 O p ADD ADDITIONAL EDGE DISTANCE LIMBS.ANY MAYBE VERTICAL OR HO STRATE PROPERTIES TABLE 2,SHEET 2. SCREWS @16-3/8' INSTALLATION OPTION SHOWN MAY 14 46 46 47 O FROM END. BE USED ON ANY SIDE OF THE 35 FOR WINDOWS WITH WINDOW. 1/4"MAX o BOTTOM LOCKS: SHIM #10 OR#12 STEEL 1/4"MAX. BUCK 50 O D 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF-DRILLING SHIM HEIGHT SCREWS @ 8-31W USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 �— FROM END. SHEET 2.ALL WOOD BUCKS LESS 0 TABLE 2, 30 THAN 1-12'THICKARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS.1X EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS I--� 16 DEPICTED AS 2X ARE 1-12'THICK OPT. 86 USE EITHER OR GREATER.1X AND 2X BUCKS Ilu!I LATCH OR (WHEN USED)SHALL BE DESIGNED 65 (2)1' 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL 31 'TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME INTE=RIOR 11 LOCATION:6-51W DESIGN AND INSTALLATION IS THE LEGBOX EACH END. FROM SASH END, RE ARCHRECT OF'F THE ENGINEER SHOWN NOTCHES AT gp LC EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 a, .Plyr REVISED Fbilida 67 OPENING)IS MEASURED FROM ANCHORED THROUGH as 0ding � _ BEADING TO BEADING. ANCHOREDTHROUGH Building Code N EQUAL-LEG/BOX 114'MAX SHIM FRAME INTO METAL FRAME INTO METAL Aoceptratca Nod (�,sL� FRAME SHOWN F��� 11111111f// E.iral uDale By .27'X 1.25' NO ANCHORS .� ,•' I,ICEN3�c �!_ Niam'Dada Prduct o1�• ••P ' WEEPHOLE '• •.A w/covER O REQUIRED IN VISIBLE LIGHT FORMULAS No.68705 FLANGE OR EACH EOM � EQUAL-LEO WIDTH - � EACH END. - Deser#ptlar. 0mwn • FRAME SILLS @SASH:BUCK WIDTH-6-12" --O'�Q @ FIXED LITE:BUCK WIDTH-4.318• =7� �I � 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI • 0�'.• ST TE OF (V. N.VENICE,FL 34276 pie; HEIGHT(EQUAL-LITE) 'IORIOP ���� (041}480-1800 7mp1 VERTICAL SECTION B-B BUCK HEIGHT2-3.15/16• '%sSj�••.. '�N�?,�` 0 7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 / NALliltj1111 �R,M OPMEE m SeAn/M0d 1. scale: sheet: Drurrig N.- /1", Rev: A.LYNN MILLER,P.E. SH-5500 NTS 3 OF 13 1 MD-SH5500-01 B P.E.i/58705 CERT.OF AUTH.#29288 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES] INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ZX ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2XWOOD FRAME OR EOGE DISTANCE ANCHORED THROUGH INTEGRAL EMBEDMENT NOTE 2,THIS SHEET. SUCKSTRIP.SEE NOTE 2,THIS SHE CE FIN INTO 2X WOOD FRAME OR i I BUCK-STRIP.HEET,SEE N16 OTE Z THIS EDGE DISTANCE 1/4'MAXSHIM 1/4'MAX SHIM S J-CHANNEL EMTANTYP.ANCHOR TYPE, SASH V18,1BL E 17 AND EDGE FRAME DIS BEDMENT TH ❑ CE PER SUBSTRATE, 18 LIGHT, SHOWN SEE TABLE 2,SHEET 2. (SCREW SHOWN) 44 BALANCE TYPE VARIES EMBEDMENT LI/4'MAXSHIM 4" WITH SASH EDGE TYP.ANCHOR TYPE, DISTANCE WEIGHT 30 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2- ------------- 18 (NAIL SHOWN) EXTERIOR TYP.ANCHOR TYPE, INTEGRAL\—EMBEDMENT AND EDGE 19 FIXE 3 FIN DISTANCE PER SUBSTRATE, FIXED 20 OPT,SASH TOP 'ED VISIBLE SEE TABLE 3,SHEET 2. T .T VISIBLE LIFTRA[L J-CHANNEL LIGHT WIDTH FRAME LIGHT F SHOWN (NAIL SHOWN) HEIGHT FOR ALL WINDOWS NOTES: SHOWN E 1 ANCHOR @ 3,55- RA BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 22 ANCHORS LISTED ON TABLES 2&3 FOR WINDOWS OF SHEET 2.FOLLOW EMBEDMENT 72 OVER 36'WIDE: 1/4"MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2&3,SHEET 2, 14 45 46 47 O SCREWS @16.3/8' INSTALLATION OPTION SHOWN MAY 35 FROM END. BE USED ON ANY SIDE OF THE BUCK o FOR WINDOWS WITH WINDOW. HEIGHT so 16 BOTTOM LOCKS: 2)MASONRY ANCHORS MAY BE #10 OR#12 STEEL 1/4 MAX. ADD ADDITIONAL SELF-DRILLING SHIM 85 SCREWS Q 8-3/8' USED INTO WOOD AS PER TABLE Z EMS(GS),SEE 30 FROM END. SHEET 2.ALL WOOD BUCKS LESS THAN 1-1/r THICK ARE TO BE TABLES 2&3, SASH SHEET 2, EXTERIOR VISIBLE CONSIDERED 1X INSTALLATIONS. LIGHT IX WOOD BUCKS ARE OPTIONAL IF HEIGHT LATCH UNIT IS INSTALLED DIRECTLY To LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1-i/rTHICK OPT' 86 OR BOTTOM LOCK(SHEET 3). OR GREATER.IX AND 2X BUCKS (2)1' 81 30 65 63 TESTED UNIT (WHEN USED)SHALL BE DESIGNED 31 TO PROPERLY TRANSFER LOADS FIN ANDIOR INTERIOR LOCATION:6-n' FLANGE REMOVED i THE STRUCTURE.WOOD BUCK - ID WEEP FROM SASH END. 0 IN-FIELD NOTCHESAT DESIGN AND INSTALLATION IS THE (8-0), RESPONSIBILITY OF THE ENGINEER INTEG%IFIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRA REQUIRED IN FRAME 7 n SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME (ALSO REFERRED TO AS DAYLIGHT OPTION OPTION 8 PRODUCT REVISED OPENING)IS MEASURED FROM Z INTEGRAL FIN 1/4"MAX BEADING TO BEADING ANCHORED ANCHORED THROUGH FRAME INTO METAL as�Pbiug with ihs Flwfd2 FRAME SHOWN SHIM it 1.11$Ill,,!NTEG FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) Buildbgg Co& '7-00o r ------Ir. I Acmpta,.?,,.1 2r X 1.25 • ilaiOn D.10 union 0' 38 WIC( • By FROM EACH END. • Afim ad. �"IfEPHOL IlEii a 2..I� VISIBLE LIGHT FORMULAS TYP.ANCHORTYPE, z No.587D5 EMBEDMENT AND EDGE EDGE DISTANCE STANCE PER SUBSTRATE, WIDTH DI @SASH:BUCK WIDTH-6-it2- D-odptkm: Drmrn By: • SEE TABLE 3,SHEET z @ FIXED LITE;BUCK WIDTH-4-W 0, - EMBEDMENT 7:,, TECHNOLOGYDRIVE J-CHANNEL&INTEGRAL FIN FRA J ROSOWSKI (SCREW SHOWN) TATE 0 '4 1070TECH MES -' 01 N.VENICE,FL 34276 HEIGHT(EQUAL-UTE) g�!�� TV& Dote.. INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT12-3-15/16' ........* 0 N' (941)480-16W ANCHORED THROUGH INTEGRAL FIN 701VAL ft":' SINGLE HUNG WINDOW INSTALLATION-LM � 05/15/15 INTO 2X WOOD FRAME OR BUCK- /11111111W'� SbrfavlModaP to: SFWL. Orming No. Rev: STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. AM MM4M RESEAM ' REA 58705 CERT.OF AUTH.=205 SH-5500 NTS 1 4 OF 13 1 MD-SH5500-01 I B 718,Nom. 7/8'NOM. 7/8'NOM. 718"NOM. 718'NOM. 5116"A/A PVB 5/16"A/A PVB I 5116"A/A PVB I 5/16"A/A PVEI I I 5116"HIH SG 7116"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE— 3/8'AIR SPACE 7/161,AIR SPACE 1/8"A GLASS —\ 1/8"T GLASS 3/16"A GLASS--\ 3/16"T GLASS 1/8'A GLASS EXTERIOR �D EXTERIOR aEXTERIORTERIOR aEXrERIOR a EXTERIOR 76.79 78-79 7B-7B 76•i9 76-78 GLASS TYPE 5 GLASS 6 GLASS TYPE 7 GLASS TYPE8 GLASS TYPE 9 7/8"NOM. 718"NOM. 718*NOM. 718"NOM, 7/8'NOM. 5/16"H/H SG 5/16"H/H SG I 5/16"H/H SG 7/16'A/A SG 7/I6'AIASG-----, 7/16"AIR SPACE— 3/8"AIR SPACE— 3/W AIR SPACE 5/16"AIR SPACE---, 5/16"AIR SPACE---, 1/8"T GLASS 3/16"A GLASS S 3/16"1 GLASS 118"A GLASS 1/8-1 GLASS I'D EXTERIOR 'V % EXTERIOR EXTERIOR a EXTERIOR a EXTERIOR )o 0 78.7E 76.79 76.79 78.78 78-78 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —1 71W NOK 718'NOM. 7/16'A/A SG 7/16"A/A SG 1t2'NOM,GLASS GLASS TYPES 9 THROUGH 1/4*AIR SPACE— 1/4"AIR SPACE — SITE TYP. M79 16 MAY NOT BE USED 3/16'A GLASS 311 6"T GLASS VWTH J-CHANNEL OR 72 74 •INTEGRAL FIN FRAMES Gj EXTERIOR C']EXTERIOR 1 GLASS TYPES 6,7,9,11,13 31 &15 MAY NOT BE USED IN E3_ 76-79 EXTERIOR THE HVH5F0VF 300. PRODUCT REVISED IOR GI :15 GLASS TYPE 16 .itomplyingwith(beFlarift 38 oWlItIll", Baaldig Code LYNIV 'Ifl u r No.58705 GLAZING NOTES- I 411t."ll;-mll I Q, "A':ANNEALED Dw.n W. 'T'-TEMPERED ray 1070 TEcHNOLOay DRr- GLAZING DETAILS J ROSOWSKI TYP.GLAZING DETAIL W HEAT STRENGTHENED Si�Zz N.VENICFFL34276 PVB BY KURARAY AMERICA,INC. SG'=.09V SENTRYGLASDBY KURARAY AMERICA,INC, (941}480.1600 77fle, Data; FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. J�HTOM—SINGLE HUNG WINDOW INSTALLATION-LM 05/16/15 ALL RIGM RESEM0 Serlevlwdeh —TiT.14—. I SRO"' ArowFnB Na, ow.— A.LYNN MILLER P.E SH-5500 NTS 5 OF 13 -SHrfif)n-ni I R P.E.N 56705 CERT.OFAUlTH.#=M MD TABLE 5: TABLE 6: TABLE 4• our type Baron Sash a MTypo. Design Pressure,Q7a1R7 a D.s.dptmftgW. Snhlldght Design Presaun,lbse Dian Typo. Design Pressure,lose 1,4 7 a 191,,j L.wl Range 0 Wbd- Rag.MI VNnmv Buck dlh in 0.7 a. +/-50.0 R2 Relpd Shm,a u 4148 SLI25 465.0!-70.0 Rami!awl 20.5 EW 4b 11.364 .65.0 -740 +558 .70.0 Reiet taro! R1 For.O vAnd-A aesh Mzas S1Wtrd Cdbp. 14.517.19.87° MSO •70.o MSA •70.0 R2 Fu.OWd-e W aalh.b.S 29 Eq¢7HIte 11.6W.14.518 485.0 -70.0 .659 .70.0 SEE TABLE 9,SHEETS FOR - St..dsd ftvloe 11.377.11.582 +850 -740 -MA -70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Tent 21617-252ee 465.0 -700 46SB -70.0 ANCHOR GROUP AND QUANTITY. Stand"Cdt9. 2108.23516 MSO -70.0 +058 -70.0 1.376 EWaNB. 17.517.20.657 +BSO -7110 .56.0 •70.0 ab.a.dP14.517.17.516 +BSO -70.0 M5.0 •70.0 0 e Fr ioAe.ShMnt 11.377.14.516 M&0 -70.0 4668 -70.D Win! 27.593.31.011 M50 -7110 +55.0 .740 cxamm Slaa 2&517.27.5@ +610 -70.0 +650 -0.0 6uMud Cdtye 21617-20.615 MSO -708 +854 •70.0 LJ HEADER s0. Egu,wu 20.511.23518 M10 -70.0 +6U .70.0 Q HEADER Standard Plow)x 17.517-20.516 +&10 -70.0 +850 •70.0 23 CLatamSUe 14.517.17.516 48&0 1-70.0 4e5A -70.0 23 W mast 17.377.14516 +850 1•7110 46&0 •740 G� Tdbet 31.553.36871 MSO -70.0 +56.0 •70.0 o Stmdard Wisp 2&517.31582 MSO •70.0 4e5A -740 Ega"W 20.517.25375 4850 -70.0 +65.0 •70.0 Q U o O 0 MEETING RAIL 48 Swdzd Prxim 17.517.20.S18 M10 •7a° +mA -70.0 0 O MEETINGRAIL 0.1-Stra 14.517.17.516 +610 -70.0 +9A W0- 26 s cu mGh. 12.517-14519 .fi5o -mo 466.0 -70.0 27 ° EIRERIDR , Sh.4ea1 11.37T-12.518 M&0 -70.0 +85D 7°D E%1ET00R P T.11w 33208-37.636 +850 -MO 1+66.0 -7110 n 0 1 O Slwdrd C~ 25.517-x.207 M&0 -70.0 *65A -70o C7 O O EWau3a 23.517-20.111 .e&o -70.0 .ss.D -70.0 23 JAMB 23 40,025 0..t-S61 M517.M315 M&0 -Mo +0&0 1.70.0 JAMB S1.Mmd- 17.517-11.811 +05.0 •70.0 -1 -70.0 MEMOR SASH SASH Cmt.m so. 11517.17.511 +e40 -7a° +6510 -70.0 �j HEIGHT HEIGHT Cmtam SO. 12617-14.619 +56.0 -mo 46.5.0 Joe Sww 11.3T7-t2.515 +95.0 -MO MSA .70.0 T/bet 30617-41.M +65.0 -Ml 46g0 -740 Strdad C.031.517.30516 +55.0 -7110 +05.0 -70.0 O 23 O EW.HIIa 20.517-31516 MSO •711D +65.0 -70.0 23 Slandad Pmi.e 23.517.26.510 +550 1-70.0 465.0 -70.0 SILL O 02 a.b.S2. 211517.20.510 -MO •70o 465.0 -70.0 SILL O Ctet.m SR. 17.517.20.510 +6&0 -R5& ° 4 ° -70.0 (� Cwtshe 11517.17.516 4610 •70.0 +20.0 601 w LIIyJII lm.m sisa 13.017.14.111 +6&0 40.0 +64.0 673 &bent 11.054.13.010 46&o •70.0 +e&o 416.s Tdlni 39.517.41544 +850 •70.0 +6&0 110.0 Qut.m SU. 38.517.36.610 +550 -70.0 +658 -70.0 GgiRHib 95.577-38.618 .e&o •70.0 +85.0 -7110 ' 75 c t.m SU. 32517.35.510 4650 -7110 +Wo aao SECTION DETAIL FOR WINDOWS WITH SU d dPmO- 29.577.32510 +6S0 -70.0 +55D -70.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 lutana" 26.517.29.610 +65.0 •20.0 .e6o 117.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE 1111.11111 21610-25.610 +610 •711° M10 .Sas (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& EWd4a 35.517.41.50 1.no •70.0 +65.0 •7ao APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 54 Dntarn Slav ss.s17-354.111 +eco •70.0 +95.0 67.3 CONFIGURATIONS) emdad Pll- 31.111.35510 +650 •7ao +65.0 665 'i'WITipCT REVISEDW,the 61.79 Taib.t --41.544 +09.0 -70.0 405.0 bas OS c cling od vciW the F(OricEa 09 SEE TABLE 10,SHEET 9 FOR ANC H OUP AND QUANTITY. Au cpla Code Acttptmoe Mo I "MIN.SASH HEIGHT=WIND t1}� 01,17 50.136 'r Dec RaNsfen. B a'�,,•'•�IGENSF•%�i y Q' Miami 5436 Product * No.56705 NOTES: I�pT- ® Dmnn 1 USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. •'•,. STTH0 •••��� 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI j N.VENICE,FL 34276 � (�•'•.jPfORIDP,.•'•��� Tftle: Oafs: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ��!r`S�ONAL 1rN�.1�� �841}4e=ft SINGLE HUNG WINDOW INSTALLATION-LM 05/15%15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN !!!I I I I 11111111 PDT KWR3 R SE 94C.RVED Salea/9ledd: Scala III;. Drar&tq NA. Ret'' ON THE TABLE. A.LYNN MILLER P.E. SH-5500 NTS 6 OF 13 MD-SH5500-01 B P.E.d 68705 CERT.OF AUTH.029285 TABLE 7: TABLE 8: our 11* p0tmmsaen %SrTy- pam=pas, a•/2,141114 WocppWlOxphgn 0aah M Design Pressure,thoW Mt1ahmt" Srh Hal9M Design Rte 17614 ow D.4 nPyueun lu5 FNM.t•wl R9ndatash7.fisr tt.rgp Qn7 W�MPwBeek wee, FpIaLVLV.l Sap,a wpm. RIO,I" wR`d_6.:Kwldh Dal „�. J He. 91070 uP 7040 46 5ZI26 64 3 HdpMSnaw is 24 32 33 40 48 62125 84 215 dadCoo 17.394 470.0.110.0 +70.01410b22 +Tom.110.0 +ma.1ao 235 Eaua:i9e 11.304 •70.tl-710.0 •70,0-71aD +70-0-110.0 +70,0-11.0-70.014%01-70.01-110m +70.0-110.0•70.0-1100 Smltlaltl cmtNe 10.617-13.870 +70.0.110.0 +70.0-110.0 +70,0.110.0 +70.0.110.0 M Mam Co08pe 10.577.75.070 +70.0•110.0 •700 410.0 •70,0-1180 •700-710.0.70,01-110.0 .70,01-110.0 •70.0-110,0 •70.0 1-110.0 23 Egu&it. 11.583.14.518 .700•110.0 +700.110.0 +70.0-hall mai.11ma 28 E0 die 11.583.14518 +700-110.0 .700-710.0 •700-710.0 •mA•1140 •70.0-120m +700-110.0 70!-110.0 +7&D-110.0 SbMs4 PlMpr/ 11.377-Y1.682 470.0•170.0 +70.0 .710.0 •70.0-170.0 •70.0 •1140 maMampWaa, 11.377.11.502 +70.0-110.0 740-1700 •70.0-110.0 +70.0 •710.0 •700•110,0 -70,01-110.0 +700.110.0 •70.0-110.0 Taw 23.577.25.288 +700 Ilab +70.0.110.0 +700.110.0 +700 .110.0 Tellen 23.517.25288 A 10.0 DA-1 •70.0-110.0 +7041-110.0 -70.0 -110.0 •70.0-110.0 +70.0 410.0 +70.0•110.0 +70.0_11101 HEADER SmMad Caine 20.858-21614 470.0•110A +7m0•716.0+740 •170.0+700 416.0 6l43daTOCp4a90 20.969-23.514 +70,0-ita0.70,0-time •Tao-10.0 +70.0-110,.0+700-110.0 •70.0-710.0 •70.0-110.0 •7070-140 25 37.375 EgudJde 17517.20.057 +70.0•110.0 470.0.770.0 470.0.110.0 +7m0•loa.0 37.370 Egu". 17.517-20.957 7710-110.0 7700-710.0 •7aD•110,0 •700•110,0 •70.0 Alma +70.0-310.0 +70m-110.0 •70.0 •108.0 BmPole.• 14.677-17.318 +70.0•770.0 .70.0•1140+70.0.7/0.0 +70,0•1700 StaMamPia7ew 146}7.1 shol7518 •70.0-1140 •70.0-"Do +70,0-111.6 •70,0-110.0+70.0-1540 •70.0-110.0+700-778.0 •76.0•item 6teMeel 11.377.74.518 470.0.110.0 +70.0 .110.0 +70.0.107,0 +70.0 .1010 6haaeet 11.3T7.14.514 •740•110.0 •70.0•1740F-70.0-111D111D +70.0-ilia •70.0•Ilam +7070.110A •700-107.0 •70.0•101D Tawt 27583-%.%t +m.0.•1156 +700450 +700 •830 +700 •90.0 Tstesi 27.583.31.811 •70.0-1140 +70,0-110.011iom • 0-1140 70.0-1156 70.0 4940 764.0 83.0 4700 80.0C.wmsize 26.577.27.682 .70.0.10.0 +70.0.10.0 +70.0.11mo +70.0.Ilao cuslp=sup 24.537.275x2 •70.0-110.4 Tao-77x0110.0 •70.6-1704700•nGm7040 700,0 •7040•370.0 7040-17x6 MEETING RAIL sawdcp4oAe 20317-21.58, -mD-1154 470.0 1110 +70.0-1ff0 +700.1700 slaMmdCaine 23x17-25316 .70.0•110.0+740-10.0110.0 .mo-110.0 +70.0-110.0 +mb-1100 •700-110.0 +700-110.6 44 Equ"te , 20.517.23.510 470.0.110.0 470.0 410.0 +70.0.110.0 +700 -lima M Egua-!ae 20.517-23.510 70,0•110.0 70.0-710.0110.0 •lap-110,0 .704•110.0 •70.0-110.0 70,0•110.0 +740-110.0 27StaeadPm4w 17.517-20.518 +m-D 410.0 470.0-110.4 4700.1 am +700•110.9 StW)ddP1a7ew 17.517-2 0518 •mo-10.0+70.0-110.0170.0 0 610.0 700-lima •m0-110.0 •70.0-10.0 7&a-110.0Cmlom Sue 14517-17 514 +70.0•110.0 . -110.0 +70.0.1700 +70.0.710.0 Cuplom eke 74.517.77518 •70,0-110,0 •70.0 -10.0110.0 •704.0-310.0 10.0•110.0 +70,0•1709 70,0-110,0 •700-710.0 EXTEPJOR shodeet 11.377-145th +70.0•110.0 +700.1100 +0.0-7%0 +700-00.70 Y3aams5 11,377-14518 •750-10.0 •70.0-110.0110.0 700-1140+70.0-141 •70.0-1100 .700-107.0 +70,0Tdowl 91553-35.%3 + •70.0 •900 +700 •00.0 Twesl 31.583.35.011 •10.0 410.0 •70.0 410.0110.0 •70.0-7160 70.0-170.0 •70.0 80.0 •70.0 83.0 +70.0 80.0 vmD 170.0 +70.0 -050 StoM4r0 Con". 28517-31.642 +70.0-110.0-700 }70.0 +70.0•110.0 +70,0.}100 ala lard Ceftne 20517.31.582 •70.0-114! -70m-110.0 •TDA-"a,0 •70.0-1100 •70.0•lam •70.0.10.0 +70.0-110.0 +71a-110, ,IAMB 25 Ew"t. 20.517.25.514 470.0 110.0 +70.0.Iiao *Tom•Ilao +Too •110.0 Egual4le 20.877.20.518 •70,0-110,0 70,0•110.0 •70.0-110,0 •70,0•110.0 70.0-130.0 •70,0-110,0 +70.0•110.0 70.0-110.0 46 BmManfF§wkw 17.317-29.314 v70A.570.0 +70.0.710.0 170.0.}10.0 +ra0 .110.0 46 SlaMardla(W- 17.517.20518 •7046•110.0 •70.0-110.0 •70.0-170.0 •70A 1-1140 70.0 1-310.0 •70.0-110.0 +70,0-110.0 •70.0-710.0 EXTERIOR SASH P.mm She 14617.17.618 4T D 410.0 +70.0•110.6+70.0•1140+700•IVIG Cumemetts 14.517-17514 +70.0-170.0 •70.0-10.0 •70.0•110.0 •m.0.-tt0.0 .706•710.0 •70.0-110.0 NO.A-}140•70.0 110,- �1 HEIGHT Oabod Sue 12517.14.414 +700 .110.0 +70.0 410.0 +70.0-710.0 +70.0 -170.0 COSlomBke 72.577.74518 •70.0-10.0 700-110.0 •700-10.0 00.0-1140•700•710.0 •70.0-110.0 •70.0-1110 •70.0-140 SECTION RETAIL FOR fiMOe:t 11,377-12318 470.0•7/oA 470.0•1G.4+70.0-110.0+70,0 •710.0 Slam g 1.377.12518 +70.0-110.0 +700-110,0•mp-110,0 70.0-110.0+70.0-710.0*70.0-10,0+70.0-110.0 +10.Q-110.0 Talleat 33,"-37.534 +70.0.110.0 +70.0 880 +70.0 no +70,0 .0040 > Tow 33.209.37.530 •700-1100 •700•110.0 •7010•110.0 +70.0-110,0 t0A-110.0 •70.0 840 •70.0 810 1•70.0 e0,p WINDOWS WITH suMavd caaavp 20517-33.207 •704.0".itvA +70.4 10.0 4700.1100 .ma 4100 1 SlaMaraCaaava 25517.332% •70.0-Ilmo •7aa 1700 +ma-100 •70.0•10.4 .70.0-10.0 •70,0•110.0 470,0-nae •Tao-1040. LEVEL 0.8 REINFORCEMENA_—ErryWOe 2}577.24.SfB •mD.�70.0 +70.0 4140 +70.0•17,0 +700 .1100 EOu;Nge 21617-28513 •70.0•10.0 •700-110.0 +70.9-110.0 .70.0-110,0 •70.0-110.0 +70.0-110.0 •70,0-110,0 .700 &GLASS TYPES 9-16 4182,5 Carom Eke 21617.23,516 *100.110.0 +70.0•1180+lap-110.0 onto 41mo 48.024 C"IM114, 20.617.23510 +710 410.0 -70m-110.0 +700-tiaA •700-100 •70.0 110.0 •740-110.0 •700-110.0 •70.0-110658606Pto4pw17.617-20.510 470.0 •110-0 +70.0.170.0 +70.0.110.0 +70.0 .170.0 6taMa1 P7a4ew 17.517.20.510 •70.0-7100 •70.0-110.0 •70,0-13D.0 •70.0-110.0 •70.0-110.0 +700.110.0 •70.0-110.0 +70.0-110.0 (REINFORCEMENTS SHOWN w0.1121 fastt-7761 +70.0 110.0 470.0 4100 .7aa.nam +)0.o-1aD ; 1004,sup us17•xrsta *Tao-130.0 lam-710.0 4700-10.! •7ao-1Qa •mm"'a +700""'a +700-119.0 *rao moo IN FIGURES ABOVE APPLY .atom sue 12617-14x16 +70.0 110.0 +70.0.110.0 +10.0-li o +70.0 410.0 00011129 12511.14x13 •70.0-lap •mo-110,0 •700-ilio +7&0-110.0 •700.110,6 700 110,0 +70.0-110.0 +70.0-11x0 70 ALL CONFIGURATIONS) shmipet 11.377-12514 •700 410.0 +70.0-010.0 +700 410.0 +700 410.0 shades: 11.377.12386 •70.0-113.01+?AD-110.0 •ram•10.0 •70.0-1100 +70.0 110.0 +700 11&0 +70.0-1700 +7ao-110 Tetled 35517-4}.544 470.0 .1100 +70.0 410.0+70.0 710A +700.710.0 Tafleat 30.517-41.844 •7040-170,0 .70.0 170,6 •70.0 700.0 •700-710,0 .70.4-104 •7oA•510.0 •70.0 Ila •70.0•705.7 amMem Cdip}e 31.5!7.51}.610 +70.0.110.0 +70.0 Mom +70.0.100 0700•110.0 S1eMa1Colne 31.517-.38518 •70.0-110.0 •70.0 •110.0 no•II&A •70.0-771.0 •110-1100 •7D,0•110.0 •70.0-100.5 •70.0-1010 Equtilite 24517-J1.514 470.0-770.0 470.0•110.0+70.0.110.0 470.0•1700 EauatBlp 20.51]-31510 -70.0-170..5•70,0-10,0 •70.0-110.0 •704•110.0 70.0•110.0 70,0-110,0 •70.0•1%.0 +70.0-102.4 Standard Pmiew 21517.25.670 +70.0•110.0 +70,0 410.0 +700 410.0 .70.0 1-1110 at PW- 23.517-26513 710•170.0 -70.01-1100 •70.0-110.0 •704 4110 -7&Q-1100 70.0-110.0 .70.0•1100 •70.0-105.2 82 Calm.Sue 211517.23,513 -70.0-1104 +700 41aD+700 +70 .110.0 6•ilia 92 Cu4lo=Ske 20.517.21516 -7 -140 •70.0-51&0 +70.0-110.0 70.0 410.0.70.0-lime •70.0-1!D.0 •70.0•110.0 •70.0-707.0 o.w.Me 17.517.21514 +70.0.110.0 .70.01-110.0 +70.0.110.0 .700.10.0 QMomeue 17.617.20.574 .70.01-110.0 70.0-110.0 7D.0-119.0 70.0-110.0 70.0-150.0 70.0-110.0 7040 700.0 70.0-108.0 Gatam Sue 74517-tt.678 +7oA 414.0 +70,5•110.0 110..5-110.6+700 416.0 CO4tbm BW 14.617.17.618 +70.0-110.0 •70.0•10.0 +700-116.0 700 1D8.a 70.0-1028 •700-1003 +70.0-1003 +706-190,4 Cusmm sha 13.%7-14.518 +70,0 .110.0 +700.110.0 +10.0.770.0 +70.0.110.0 CGatom SW 13.%7.14.818 70.0-110.9 •mb-110.4 70.4-108.2 •70.0-100.7 +700 -07.1 00.0 810 Np.p 81.4 •70.9 80,4 Stutbt 11.584-13.%4 +700.110.0 +70.0•11Ra+700-110.0 +700 110,0 Shafts( 1.954-11015 7aD1 - 0.0 +70.0-1110 -70.070.0 87p-1028 • 6 70.0 833 •70,0 -00.1 -?&a 800 +70.0 80.0 Tolled 31517-41.4544 4704 410.0 470.0.110.0 *700.170.0';77-00 470.0 Tdad 39.517.41.644 •70.0-110.0 •70.0•110.0 •70.0•10.0 +70.0-110.0 10.0•70.0-1101 •70.0-1 •70.0•101.5 47x0 -04.0 ' Caewaawa 34517-30.516 +70.0.170.0 +70.0.110.0+7oA 110.0 +700-3156 CuslomSt7a 3SSi7.MIS .7Q0-St0.0.70.0-10.0 .70.0-lima +700-110.0•70.0-7180 +m.0.•110.9 +70.0-111.7 716 853 E¢4e18te 35517.30.516 +70.0-770.0 +70.0.110.0 410.0.110.0 +70.0•110.0 Epas b 35.517.35516 •70.0-110.0 170.0•110,0 •70.0•110.0 700 1-110.0 +70.0•170.0•70.0-110.0 700-100.4•70.0 -05.0 75 t4at-faaa 32517-35.518.7aD.150A +700•7750+70.0 4100.+700.110,0 75 Castlaske 32577-35.516 +70.0-110.0 •710-1110 +70LO-10.0 *70.0-010.6.70-0-7710.170.0-140 +100-7Q0.7 •700 85.2 0.0 StWod Pfow%W 29617.3zale +70.0 21 +70.0.110.0 +70.0.110.0 +700 •iin0 Slaale'd Pla}ew 29.517.32576 •70.0-1100 •70.0•170.0 •70.0•ilmo 70.6 7000 •70.0•170.0 •70.0-708.8 •70.0-1%.B •700 8&1 Crmm6lzp TeS17-29.611 +TOA-110.0 470.0.1110 +70.0•}140 4mo.1100 Cum!¢=$ke 28.371.20.578 •TDA-310.0 7.040-1800 +m!-158.9 •7➢,0-7024 +70.0 810 70.0 844 +70.0 -960 +7&0 454 owed 25514.28.818 +70.0•110.0 70.0•110.D +700•110.0 +70.0•110.0 w 10.26.673 •70.0-110.0 •70.0.110.0 +70.0-104" +m.0. 88.1 +70.0 850 •70.0 824 •70.0 824 •70.0 82.4 EguNBte 95617.41.044 *700-710.9 +ro.o•1700 740 •170.0 +70.0 .110.0 17.41.444 •70.0•ttatl •70.0•10.4 470.0-110.0 .7➢.D•710.0 +700 -110.0 70.0-Sat 7oA 88.7 •70.0 41.1 GLASS TYPES B TkiROUGH ea Aatomsue MINN .0 4mA +m.o 4140 +7aa-170.0 +mo•no.➢ 6417-39.586 70.0-10.0 470.0-ne.a •7040-1079 +70.0-102,4 •rom -08.9 •7040 -0a.4 7040 44,0 .70.0 41.6 16 MAY NOT BE USED WITH s1aMs1}PrMew J351ea5.s16 4700.170.0 70.0•1ao 7v.D 15171 +rao 4700 18 x74 •7aA-1ao +70.0-710.0 7040-1026 7aa 4TA •7040 413 74.0 40.1 7040 -0aD 700 -000 d-CHANNELORIMEGRAL PRODUCE REV3SF•D %.ta rw1 ^•01.00.4 470.0 440.0 +ma 0.100 410.0•nam +ma-1100 81.7547.844 .70.0-7040 00.4.0-770.0 •mo-7026 •700. 4za 7040 413 7040 40..7 .7017 470.0 •7040 4ap •FIN FRAMES 0.5 c5D piyilsg with et a Florida SEE TABLE 11,SHEET TO FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11.SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Dialdfug Code ••MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 •'MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 A tMpaT7o( . % aNY LYlyg7 �., ReNaba: E•7{7Dl1pD'g, a14 '% L.ceNs� •!4!�� BMj 0.r l D I5 PCO 10%Clantrol NOTES: '* No.58705 *� vrmm 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. �Z�•• t`. 14707ECHNOLOGYDRIVE ES GN PRESSURE TABLES J ROSOWSK{ 0'. N.VENICE,FL 34275 1 ! •40 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. r••.' bF`TA O • 77th • � ''•.lORIDP••'��� {041}.480.1600 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN Q '�LJG�� 4pOM02D17 SINGLE HUNG WiNDOW INSTALLATION-LM 05!15115 ON THE TABLE. A.LYf✓t� R,P.E. tut :nESERVEo� Sa7i43/8M4d67: °r8' 3311x1: �O11rag N4. Rer. REX 58105 CERLQFAtTTH.N28266 SH-5500 NTS 7 OF 13 MD-SH5500-01 B .:�o©�■�oo�oa • 00000cc00000aoc00000000c000cooaoocooc0000ccoaceooco®� o00000000000000000a00000000000000000000000000000000 coo©cc©©©©©000©©©©©©©©©©©©©o©©©©©©o©©©©©©o©©©oo©000��.. ©©©c©©©©©©©©©©©v©©©000©©©©©©©©©©a©©©©©©©©©©©©©©©©©om ccc©cc©©©©©ccc©©©©©©©a©©v©©v©©©©©©v©©©©©©v©©000©0000 oec0000000000000000000000000000000000000d0000000000�- ccc©cc©©©©©ccc©©©©©©©©©©©©©o©©©©©©c©©©©©©o©©©oo©000�� ooc0000000c000000cocc0000e000000000000000000000cocq III: Ills ' ; Wm • - cac©ccc©©©©ccc©©©©©©©©©©©©©o©©©©©©o©©©©©©o©©©oo©000��.. . �'I c000000000000000000000000coococ00000000c00000000coo 000ov00000000voooo00000000000000co00000000000000000 coot©©©©©ct©©©©©©©©c©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©® .� . � us 1 t a i LD n n 3.ro E' Q 4li ml {" < J £ J CO F I pup Z O Oo u`�S all uoW r NNN m . Q F 8 Ate, z 1 z N N n N N M aHPUPB N Ap0.H n N N m /y Z O QgM a11MOPY � N NN mm m NN'° ..OT � ..� j Mt (4 g1+loPe a» N ry N n U U` Y A . K Q Cz a1/WW1' km-p8 n m N N. tnlUZ N N m n N N M.-Oa Ate, ;..• ..- a tp�} all oP/ ^ .,,'`.0 O •.� oyy tl11MaP8 N n N m •.T.°•J 2 tiJN O•°�S 0: `ll aNn..NnnNmm.-nnNmm.�..nNmmmm�,nMmmmm...mm.�mm..m.YY AteH Nrvn 34 al+�Pe N anawy - $ Anal p arl.+aaa N N N N n Z 66 mla.mo - w W uJ P.H ------ _f*0-------------" W 0 " x nnMwv - xW � r AjY}{ NNN aNN NNN nN N t'1 W �Z ae*ePe n O O 0 apa'.war [e =01x N N � ° y $ a04i NNn ry nn nNN O K O afl+'oPB N O 2 ap anapy 1l... J z 8 Apw'j{ N N" n N N N N N n N n �• M � arix�oPB ^� k, Z txy x ah N nN. N N it Z m an�wv O ° AMM N N a Z m O g afl.FOPB n n N a n N. +.Z� N In � W aA etapy •' m Y Y W !Q- a a n 5 anmPe N m n aR N N N N (j Z W K .y 2 Z ° O 2 U x � Im+woPa N m N Y xa p � ¢. ap"M N N n N Z W '50 n U p _� O owm O V z w $gip�.- ABAS.K'RSAR RC SI9 F.�ASf fiAi9R`r£d:F3.T, AidG3 R�Wi539 t £¢10SYi € „„ ° rc ...�aRrz��zep�a�x���gye��x��azsaa�xn:zss>;�eaa�xa�zazgxw��eusaw>:s' `az 0 ° N m & W m tS W r p` y2 w w g `yr3 or w :5 i-I - F- w w w rz1 N w w 40 MAH vmxmp m W OlI} ° u LL ¢ I, zz 'sm Wld,.BuktWgM(fl m Q „ P mm y m cp # Id A L of y # C S= rn _ ? m G� � 4Y+£t #��#3kS3M€3P�aaa'YG:'� � �tas� ":�#Et�#ft$#�+ $�� ��`"�+'�v�S34a a�$� +z # # "o o - m a mrA#�le�+d 3e El {} ° L Z + AUam NR L Y >y =;mR- 6mrNR 56 4} z N o z mC- Abrna MR C. F W m Reb Ma W- a ` £ �» Hft ,mom MR� r 0 u ad-MR �{ m D a »Nw ME wNN ft $ 'vz, ° �a "°°'° = y » Velar YR v m + Mwe YR y _ N edaraa o '"1 w w u Fl61Mt O � + Abw Mit 3fr in u 89or YR v xx� Z ikA� a _ Mow MR p w BNw MR v$ w w u Fbdper 2 m » —UR -+ Ab—MR 3 - N » Bf MR u N N N N» + AWN MR u BAw YR tt(ittit!!//j + Mara Ya ,.�,�obd N SMR . .... ;C Z.Y O:� Z -'Z •. AWN NR j ....Z.° w-_ •b m m• Yea6s D m ' + Mare Ma p v Ym2 9 n � a N u w BdwaR Mas MR ''jf j�l1ll ttltt,` u B MR �p 2 'baCer .i g38 QZm_x w &bv MR x a y r C1 -• Mwe MRds CD u Btiv YR p FMba� Zs N W-YR m x S a 8d c�n - *per M—MR -f3y J. N w 8,MR n q 9 o Z p (t} + ADaeYR { w Baby MR z ' z 1M 0S —3? + AWNNR x -I w Z ai m n p 3� mao�— zh°i�r zz �Q r 4 gx soma, _ �? L�9Q ° �< _Tmwt Ul r�d a 'y 2C2 OpK �QO a 8 in M ) a a 3.500' 3.500" 3.500" 3.500" --��--- .062" - -- .062° -�h•+- .062" ---�I+- .062" a 1.483` , 1.483' a 1.483° a� 1.483' .070' .060.715° 1�I .070' �r�C�O .610• .150° .625' O .625• O FLANGE FRAME 3 FIN FRAME O HEAD.IAMB FRAME LIGHT SASH HD SASH- 1.185, 1�- O HEADIJAMB FRAME O HEAOlJAMB 1.375' O HEADIJAMB 1.3 23 REINFORCEMENT 25 REINFORCEMENT 3.483' -�� 3.483' -�{ 3.483" 070' -+{�••�- ---�{ 1.182' I+-- _ 3.483" a•{ k �1 L 1T-'I- .070" .062° -►IFr .Osz^ OIF .062• . n -��- .O6Y .791' 1.036" 1.041" �InI D II - -Lr .130' O (� (III 2.444' O � � 1.331 �- ---1 7.340' �- 2.444" 2.444' 2.444• O 27 REINFORCEMENT a STANDARD HD MEETING RAIL 26 MEETING RAIL - �j d I d a �Q�❑ O REINFORCEMENT I r El u [OOH .625" Tk375" O FRAME SILL ANNEL •625" FLANGEO FRAME SILL 1 375° O FIN SILL FRAME EQUALLEG O FRAME SILL 1.872" -� �+- 1.641" TT �{ 1.215• 2.,OD' 1.472 1565• 1.630" I I 1.376° 2.176' I ,065" .065' 1.375' ll-+L o O .974" 1 .590' .471" .347" 355" °°° 070�J •580" I .035" .070' LIFT.050' '�LLL��1 .050' 1231' �- 1.000° �-�- 7 BEVELED BEVELED .060' .070' OP LIFT RAIL RAJL 14 MEETING RAIL 18 FIXED SASH RAIL 17 VE CE 16 SCREWSASH TCOVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER PRODUCT REVISED w complying with the Florida Building Cade t t t 1+l l l i l u i l� Acccptaaca No l7•blo3 .Q,rj "V.,01,......... /LJ 'j' Revision: L&'radon Data QOQQ .864" .316" .300. _ �,.•' LICENSE•;�(���- !11' .175' I .'.� : Ivthmf i3mS+rt� .754° .750" *; No.58705 .035' -I-II+- .025° -�{�- -� V l��-" ® DescriptWn: Drawn Bis LAMIIG EXTRUDE ROLLED I� 16� 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI O72 BEADING 80 SCREEN FRAME 81 SCREEN FRAME O� a A F N.VENICE,FL 54276 O O �l�'s'••,�OR10N- \_` (941).00-1800 nDaD Datw: S,�DNAL f-tl' f0PYWaHTC�t7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 111111111111 POT W..T.M INya Serfea/Modeh Seale: Sheat DNwing No. Rew. A.LYNN MILLER,P,E. AtiRtoHia�sFFtVEO SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.E.q 60705 CERT.OF AUTH.1129298 SILICONE Bill of Material Bill of Material,contSILICONE STRUCTURAL 1/4'NOM. FOAM 3/16"NOM. # Part# Description Material # Pan# Description Material POLYISOBUTYLENE WITH 1 620101 Single Hung Frame Head&Jambs-J-C net VC 45 720197 Auto Lock Mechanism C SteelWITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc EXT.GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 S WDH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 S WDH Frame Sill-Flange PVC 50 776X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 620107 SHIN Frame SIII-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rall Tilt Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS 75 4SG TPS SPACERS NXT TM 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1'Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 AI 67 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO- DESICCANT FILL AREA 20 620144 Pull Rall Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc BUTYLENE 21 620157 Beveled Interlock 6005 T5 Al 59 420180 Pivot Bar Comer Key PVC 5/16"NOM. SEAL 5CO NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUM& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast Znc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 TS Al 64 720194 Sash Pull Handle With Latch Assembly Cast Znc FOAM STAINLESS Ulff 26 620153 Standard Meeting Rall Reinforcement 6005 T5 Al 65 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SST•GLASS 27 620154 HD Meeting Rail Reinforcement 6005 TS AI 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187'x.270"Fin Pile 67 778588 #8 x 5/8'Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 74 Backhedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220'Finseal 75 71646N Setting Block(718"x 1"x 1/8"),85+/.5 duro. EPDM DURASEAL® XL EDGE TM 35 78X1MTTT #8 x 1"Ph.PH SDS(interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7s O 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 AI 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X2 PVC 40 720)0000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41 #8 x 3/4'Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 88 61816C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61835/81614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) I 410 SS Part# Description Material PRODUCT REfi es cnmpEying with h the the Florida Building Ccdc 76 Kommeding 4SG TPS Spacer System AceVEMmNo 17-0630.05 77 Quanex Super Spacer nM with Hot Melt Butyl See Sheet hic ���` �tsY I LYNN '�,, Revlsbn E ire'1DW 202D 78 QUeneX DUlaseai Spacer Materials6iami adelrodacl Co 79 Cardinal XL Edge Spacer � .. ; v REFERENCE TEST REPORTS:FTL-8717,8968&8970 '*; N0.58705 fDbxslptbn: ( Q 1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSKI 0 STATE OF N.VENICE,FL 34275 'i��s'•.;'�ORION..•'�� (941}480-111 IIOe: Date: NOTES: %,�S7�NA�ENG�IS CTO= 0�,7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. 7j0111 I 1111`` 7aG 5'wi-IMWeP Scab: Sheet• D`owlrp Na Rrrr. 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. A.LYNN MILLER,P.E. S H-5500 NTS 12 OF 13 M D-SH5500-01] I B P.E.p 58705 CERT.OF AUTH.M98 L OPT.SWEEP LOCK O 46 48 OPT.AUTO LOCK 18 � r 47 20 57 OR 58 48 85 O 51 OR 52 ' o 46 1 55 i I i O y i j OPT.PULL RAIL I I 22INTERL82 ORO •0 10 COVER CK 8 I 56 i• 86 87 COVER O 35 I i ! OPT. I �• BEVELED MITERED FRAME WITH 2, INTERLOCK INTERIOR AND EXTERIOR 8 COVER FRAME WELDS O 18 �( � 54 72 X4 72 X4 ,6 53 80 ' P50 Pp=H.Ee6•s.• 49` 44 � / � f jI RO 14 oSCREENe!—N OPT.PULL HANDLE ASSMBLY60O W THL64 LATCH DETAILS '8 41 • O40 R CONSTANT FORCE BALANCE a ir/ _ OPT.PULL 40 ORO --@@SPIRAL BALANCE HANDLE 63 67 \; 1 16 �' MITERED FRAME WITH p SASH INTERIOR AND EXTERIOR 37 ASSEMBLYFRAME WELDS ss afi DETAILS i� % �• EXTERIOR •,•�� ��. 53 3859 TO '� ?RODUCT REV 1SLD 5 » onda _ ---- TO- � � 3uitdm�Co�)7 l ---- - _ A D a. 11111 � 05 FRAME �.�` ONY LVNty 'r�/ Re Wd By 9trot ao Date r 2020 ASSEMBLY ® �` •� ��` C�.•'VCENS' �('��: xni Ado ProdmLCo DETAILS ' ` *: No.58705 D-miptioo: Grown By: `;� Q 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: EXTERIOR ''••� :C•�'�. T TE OF � �; N.VENICE.FL 34275 Rua: Date: % (� '•F(OgIOP (941)4e0.1600J)SOME PARTS/OPTIONS NOT SHOWN SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS#14& OTHER DRAWING FFORAMME TYPES ES APPLY. /TY. /� ��NA1L 1ANG\\\` pci usruCOFMWff�Fa�INc. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. A.LYNN AIILL�FiIP.E. AU'NGRie RESERVED �'11�� Scats S#eeL• Draw7np No. Rer. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. S 9-5500 NTS 13 OF 13 M D-SH5500-01 B P.E.#58705 CRT.OF AUTH.X29298 MIAM MADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidagg.gov/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"PW-5520 Vinyl"PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14,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#16-0629.12 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. 17-0614.09 ►tlAtH�DADe eoUNTY Expiration Date: April 30,2020 Approval Date: October 26,2017 6��P`j1E7 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0930.25) 2. Drawing No. MD-5520.0 titled"Vinyl Fixed Window NOA(LM&SM)", sheets 1 through 11 of 11, dated 09/09/14,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, Duraseal® spacer system, Super Spacer°NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. YU-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. 16-0629.12) 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 a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7897,dated 08/01/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition(2014), dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted tinder NOA No. 14-0930.25) 2. Glazing'complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel P ez, .E. Product Control xa finer, NOA No. 1 - 614.09 Expiration Date: April 30,2020 Approval Date: October 26,2017 E-1 c PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 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 "SentryGlas®(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 FSC 5th Edition(2014) and FBC 6"Edition(2017), dated August 29,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E. Supervisor,Product Control Section. (Submitted under NOA No. 14-0930.25) 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. 16-0629.12) G. OTHERS 1. Notice of Acceptance No. 16-0629.12, issued to PGT Industries, Inc. for their Series "PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring on 04/30/20. Manuel e ,P.E. Product Contr aminer NOA No. 7-0614.09 Expiration Date: April 30,2020 Approval Date: October 26,2017 E-2 i GENERAL NOTES:SERIES 5520 _ IMPACT RESISTANT VINYL FIXED WINDOW IMPACT RATING DESIGN PRESSURE RATING LARGE&SMALL MISSILE VARIES PER GLASS TYPE.SEE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED 70 COMPLY WITH THE REQUIREMENTS OF IMPACT RESISTANT TABLES 413,SHEETS 6-10 THE FLORIDA BUILDING COOE"INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). MAX.BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) MAX.BUCK WIDTH SEE TABLES 49 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. SEE (SHORT OR LONG SLOE) FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD B,BE MAX O.C. 1.25'MAX. LITE(CAP)MUST TEMPERED. T •• - r--� TABLES 413 6" D,SEE _ -+--• MAX.O.C,SEE TABLES 49 SHEE SHEET4�• _ J PRODUCTREVISBD 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY as comDtying with Ob B6stkh APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE Sufide ing Co SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN,KSI P R VISIBLE i Acrc ptm4D- HEIGHT ANCHOR TYPE. LIGHT WIDTH VISIBLEExpirationMAX.B CK LIGHT MOTH4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED IX INSTALLATION (� _ _____ _ -_ SEE Ry1K WOOD BUCKS ARE OPTIONAL IF UNR IS INSTALLED DIRECTLY TO SUBSTRATE.WgOD I TABLES i3 (� '�f - - N1i- Dec BUCKS DEPICTED AS 2X ARE 1.112"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED (LONG R I SHORT IDE) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BU i ' ( JR-=06/17-UPDATED DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR / VISIBLE VISIBLE ANCHORAGE TO FBC 2017. ARCHITECT OF RECORD,(AOR). A J// LIGHT A,SEE C LIGHT C.SEE t / HEIGHT SHEET3 HEIGHT SHEET4 :S 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR I f j/ f STUCCO,USE ANCHORS OF'SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLAT ON / I f MAX.BUCK ANCHORS SHOULD BE SEALED.OVERALL SEALING/PLASHING STRATEGY FOR WATER } HEIGHT,SEE RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE .O.C. S_ TABLES 4-9 SCOPE OF THESE INSTRUCTIONS. S E TABLES ( ABLELONG 4- U `1r 413 to MAX,O.C. I SHORT SIDE) 6)MAX.114-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT '7— SEE IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE LY TRANSFERRING APPLIED } TABLES •� O LOADS.WOOD BUCKS, H OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 4.9 N g dl� N IMPOSED 4N THEM BY THE WINDOW. 7)DESIGN PRESSURES: 6`MAX. --� D-�--- 1.25"MAX. �••��-�.— O A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE,FRAME TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL W o ANALYSIS AND GLASS PER ASTM E1300. LANGE FRAME 90°CORNE FRAME(90°CORNERS) LU B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE TEST ANCHORED THROUGH NAIL FIM _ .oN PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM1.25"MAX. hr-W> CIO 2 dao C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESSS DES DEStGN,ASD. 'MAX. o v r 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS O 6"MAX Z.� � ¢ }� tt 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 MAX. O y O MAX.O.C. �' O.C. WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO SEE TABLES MAX,O.C.SEE W CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE TABLES 49 SEE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 4-13 TABLES ® `9 d e0 raays 1 49 � I'D 9)METAL SUBSTRATE IL MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER MAX.O.C. 3' O CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING SEE TABLES JURISDICTION. f VISIBLE 413 f VISIBLE LU Z" atoog / / � W LIGHT —�•-� LIGHT O )4 10}REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NDA;ELCO CRETEFLEX NDA; HEIGHT I HEIGHT tv ELCO AGGREGATORy- NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE& J// MAX.BUCK LL eRONZE11.iGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS;NATfONAL DESIGN MAX.BUCK HEIGHT,SEE v SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL J HEIGHT,SEE j TABLES 4-9 } (UDI 0. TABLES 49 (LONG OR af1;� ossa saua5 1 1)"PVB'_.090"TROSIFOLO PVB BY KURARAY AMERICA,INC. VISIBLE (LONG OR VISIBLE SHORT SIDE) "SG'=.090'SENTRYGLAS®INTERLAYER BY KURARAY AMERICA,INC. LIGHT WIDTH SHORTSIDE) LIGHT WIDTH \`tj11 //7rrr �� (P.LYhlly rrrr GENERAL NOTES.........................1 VISIBLE LIGHT FORMULAS a"MAX. �'C`r:'t}G€N$F ELEVATIONS.................................1 I. I.I i FRAME,GLASS&ANCHOR WIDTH:BUCK WIDTH-4.3!16" —,..! 6"MAX. 125' � t� UU•O.C.SEE TABLES 4.9 --+•I�-- 1.25"MAX. ?' HEIGHT:BUCK HEIGHT-4-3/16" MAX.D.C. Na,68705 ;•*M OPTIONS........................„...2 SEE TABLES 413 MAX. *. tNSTAIAAnON,FLANGE& CODES!STANDARDS USED; -- .. EQUAL LEG..........................3 MAX.BUCK WIDTH SEE TABLES 4-13 MAX.BUCK WIDTH SEE TABLES 4.9 ”- INSTALLATION,INTEGRAL FIN& •2017 FLORIDA BUILDING CODE(FBG),6TH EDITION •2014 FLORIDA BUILDING CODE(FBC,STH EDITION (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) J-CHANNEL..........................4 .ASTM E1300-09 ) TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN& ��,p'•,• st 4t. GLAZING DETAILS....................... •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED J-CHANNEL FRAME(CURVED OR 'r C� '••:`;�oR1DP..•' �'�'�� DESIGN PRESSURES...................6 BOM&ASSEMBLY.......................11.10 .ALUMINUM DESIGN MANUAL,ADM-2015 OR ANGLED CORNERS) ANGLED CORNERS) •AISISIM12 (ANCHORED THROUGH NAIL FIN) r7//OVALIAAI� •RISC 350.10 A.LYNN MILLER,RE, P.EJ/58705 TABLE 1: Glass Table "N'=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Description # •H'=HEAT STRENGTHENED Type "T"-TEMPERED 7 7/8"Laminated I.G.:1/8"A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass With.090°PVB Interlayer 4 "PVB*=.09D"TROSIFOLO 0:�E [I� 8 718"Laminated I.G.:118"T Exterior Cap+7116"Air Space+5/16°Laminated;(2)Utes of 1/8"A Glass With.090°PVB Interlayer 5 PVB BY KURARAY (LLu�JJ OR 9 7/8"Laminated I.G.:3/16'A Exterior Ca +3/8'Air Space+5116"Laminated; 2 Lites of 1/8"A Glass With.09D"PVB Interlayer 6 AMERICA INC. BOX AL P P ( ) at* 'SG"=.080"SENTRYGLAS® Q EQUAL 10 7/8"Laminated I.G.:3/16'T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites Of 118"A Glass With.090"PVB Interlayer 6 INTERLAYER BY KURARAY FLANGE LEG L--� 11 1"Laminated I.G.:1/8"T Exterior Cap+7/16"Alr Space+7/16"Laminated;(2)Utes of 3/16°A Glass With.090"PVB Interlayer 7 AMERICA,INC. 12 1"Laminated I.G.:3/16"A Exterior Cap+318"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass With.090"PVB Interlayer 8 0o o 13 1"Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass With.090"PVB Interlayer 9 14 1"Laminated I.G.:3116°A Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Utes of 3/16"A Glass With.090"SG Interlayer 10 15 1"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Utes of 3116"A Glass with.090"SG Intedayer 11 GLASS TYPES 14 THROUGH 16 1"Laminated I.G.:1/8"T Exterior Cap+7/16'Air Space+7/16°Laminated;(2)Liles of 3(16°H Glass with.090"SG Interlayer 12 '17 MAY NOT BE USED WITH 0� 0 J-CHANNEL OR INTEGRAL 17 1"Laminated I.G.:3/16"T Exterior Cap+318'Air Space+7/16"Laminated;(2)Liles of 3/16°H Glass With.090"SG Interlayer 13 •FIN FRAMES. J CHANNEL INTEGRAL FIN TABLE 2:ANCHORS INSTALLED THROUGH FRAME Group Anchor Substrate Min.Edge Min. •MIN.OF 3 THREADS Distance Embedment* BEYOND THE METAL 0 0 P.T.Southern Pine(SG=0.55) 7/16" 13/8 SUBSTRATE. #10 SMS Steel,A36• 3187 0.050" (Steel,18-6 S.S. VALUES MAY CMU" or 410 S.S. Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) VALUES MAYBE A ) Aluminum,6063-T5' 318" 0.050" USED FOR GROUTED P.T.Southern Pine(SG=0.55) 7/16" 13/8" CMU APPLICATIONS. 3/16"steel Ultracon Concrete(min.2.85 ksl) 1" 13/8" Ungrouted CMU,(ASTM C30) 2-1/7' 1-1/4" #12 SMS P.T.Southern Pine(SG=0.55) 9/16" 13/8° ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES (steel,183 S.S. Steel,A36" 3/8' 0.050" BELOW).AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4.13,SHEETS 6-10. Of 410 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) LONG LONG LONG SHORT B Aluminum,6063-75' 3/8" 0.063° Imo- SIDE F+ SIDE-�j (►- SIDE ►j SIDE 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1° 13/8" T -- T(-- -- T r --- r- PRODUCT REVISED 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1-3/8" �w �w �w ms DrnplyingwitnONFlratda PEF7 �/ �i Building Code 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 13/8" yy y Ny f� yy Aaopran�Na/ 101 ZD 1/4"steel UBracon Concrete min.2.85 ksi 1" 1-3/4" 1 w F<pirn'nDale 0 C Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" 1 i By LONG LONG LONG LONG LONG C7 Mia Dodot>roducF 1/4"steel Cretellex Concrete(min.3.35 ksi) 1" 13/4" I�_SIDE_' I�_SIDE_�I I� SIDE �{ I� SIDE --iI SIDE �I o 114"steel Ultracon Concrete(min.2.85 ksi) 2.1/2" 13/4" T r T r , - -, r 1/4'steel Creteflex Concrete(min.3.35 kei) 2-1/2' 13/4" zw I w I I �w �w I w NO CHANGES THIS SHEET. D Ungrouted CMU,(ASTM 2-1/2' 1-114' o�I /� DSI I O° 7r OD D�U// ( ) Y/ xm x n xm n1/4"steel Aggre-Gator 1-1/2° 13/8N " I 'nwe ,(ASTM G90) 2" 2" 1 1 L- -J a TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Group Anchor Substrate Min.Edge Min. `�t11IlIIHuuryy Distance Embedment' \�� NY LYNIVM/i/� E 2-1/2"x.131"common Nail P.T.Southern Pine(SG=.65) 318" 2-7/18" N.VENICE,F1070 OL 3042 5GY DRIVE �`r!.•ueENSF 2-1/2°Mngehank Roofing Nall P.T.Southern Pirie(SG=.55) 318' 2-7/18' Material Min.Fy Min.F" P.T.Southern Pine(SG=.55) 1/2" 18" Steel Screw 92 ksi 120 ksi (941)-480-1600 _*: No.56705 3/ #10 Treheed SMS Aluminum,608375• 318" 0.050° t8 B Screw 60 ksi 95 ksi us (steel,16.8 S.S. 410 Screw 90 ksi 110 ksi COPYRIGHT®2017 PGT INDUSTRIES.INC. •0 Steel Stud,Gr.33' 318" 0.0451'(18 Ga.) CERT.OF AUTH.#29296 ALL RIGHTS RESERVED •'. ) 0'410 S.S.) Elco reGrdor® 57W 96 ksi (� F Steel,A36° 318° 0.050' •MIN.OF 3 Elcc UltraConS 155 ksi 177 ksi R A F VINYL FIXED WINDOW NOA(LM&SM) c 9/9/14 :�F' P.T.Southern Pirie(SG-.55) 9/18' 1318" THREADS 410 SS Elco CwdeRar® 127.4 ksl 189.7 ksl i s . .......... #12 SMS Aluminum,6063-T5' 3/a" 0.063" BEYOND (08345AIuminum 18 ksi 22 ksi " ' . (ateel,lBBS.S. THE " GLASS/ANCHORS/FRAME OPTIONS em JROSOWSKI Steel Stud,Gr.33" 318" 0.050' A36 Sled 38 ks1 Se ksf o 0 or 410 S.S.) METAL Gr.33 Steel Stud 1 33 ksi 45 ksi " °1 ' s? A.LYNN MILLER,P.E. Steel,A38• 318" 0.050° SUBSTRATE. PW-5520 NTS - 2 OF 11 0� MD-5520.0 B p.E.#58706 r INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION INTO CO BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EMBEDMENT —+� SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHORED THROUGH —�� EDGE DISTANCE —+il {�.. 1/4*MAX. 114'MAX FRAME INTO 2X WOOD I SHIM FRAME OR BUCKSTRIP. I 2 SHIM SEE NOTE 2,THIS SHEET. EDGEEDGE EMBEDMENT DISTANCE 5 DISTANCE FLANGE FRAME r SHOWN n TYP.ANC OR TYPE, (� 1'THICK NP.ANCHOR TYPE, 2EMBEDIVENTAND SHIM `—'�� EDGE DISTANCE PER EMBEDMENT DEDGE DIST CE PER TYP.ANCHOR TYPE, SU TRATE SUBSTRATE,SEE EMBEDMENTAND SEE TABLE 2,S EET 2. TABLE 2,SHEET 2. 6 a EDGE DISTANCE PER 5 R❑ SUBSTRATE,SEE ' TABLE 2,SHEET 2. OD 7/B°THICK LG. FLANGE EXTERIOR VISIBLE LIGHT WIDTH -�{ 7 FRAME QUAL- SHOWN LEG/BOX NOTES: BUCK WIDTH FRAME 716'THICK I.G. SHOWN 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION, ALUMINUMISTEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 3 SHEET 2. PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN VISIBLE BUCK 1-112°THICK ARE TO BE CONSIDERED 1X 1/4°MAX. LIGHT HEIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF SHIM #10 OR#12 STEEL 1/4'MAX.SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS(G5),SEE BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR TABLE 2.SHEET 2. GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE PRODUCT REVISED au complying with with the:F(09ida STRUCTURE.WOOD BUCK DESIGN AND Building Code 7 INSTALLATION IS THE RESPONSIBILITY OF THE Aa plan.N.17.0 I ENGINEER OR ARCHITECT OF RECORD. E ' tion Data 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED �f —I�� By J{ TO AS DAYLIGHT OPENING)IS MEASURED FROM Milani ado PmduetCodQa)' ) 1'THICK I.G. BEADING TO BEADING. FLANGE EQUAL l/ FRAME LEGBOX NO CHANGES THIS SHEET. SHOWN FRAME SHOWN a TYP.ANCHOR TYPE, CSD EXTERIOR ❑ '" EXTERIOR EMBEDMENT AND a 4 n - EDGE DISTANCE PER V 0 LLLJJJ SUBSTRATE,SEE INSTALLATION INSTALLATION EQUAL- TABLE 2,SHEET 2. OPTION 4 OPTION 4 SHOWNLEG/BOX rl �1/4'MAX.SHIM ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL `\````ONY I` ��,RA FRAME ���'/, 1070 TECHNOLOGY DRIVE `�a�'�`,, `10EN !!�/ •,� N.VENICE,FL 34275 1:110, (941)-480-1600 =*r No.SB705 EMBEDMENT COPYRIGHT 02017 PGT INDUSTRIES,INC. ' ` VISIBLE LIGHT FORMULAS CERT.OFAUTH.#29296 ALL RIGHTS RESERVED / INSTALLATION WIDTH;BUCK = �� '• STA o �. � OPTION 2 HEIGHT:BUCK HEIGHT-4-3116' VINYL FIXED WINDOW NOA(LM&SM) g 9/9/14 '.���s•.,F(ORIDP..•'G�� ANCHOREDTHROUGH EDGE DISTANCE u o �j S FRAME DIRECTLY INTO o FLANGE&EQUAL-LEG/BOX FRAMES om JROSOWSKI ,,701VALtE��`� CONCRETE/CMU. VERTICAL SECTION B-B B u A.LYNN MILLER,P.E. _v N PW-5520 NTS ti 30F 11 ox MD-5520.0 B P.E.#68705 s. INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 1/4°MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN 1/4'MAX.SHIM INSTALLATION OPTION 5 EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. I�_ EDGE DISTANCE ANCHORED THROUGH }T FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET. INTEGRAL FIN INTO 2X WOOD EMBEDMENT I a NOTE 2•THIS SHEET. FRAME OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. EDGE 1 3 EDGE DISTANCE DISTANCE �- I 5 u J-CHANNEL I FRAME i 0 f E SHOWN ...111 ❑ �� 1•THICK I.O. EMBEDMENT 1 1/4'MAX.SHIM TYP.ANCHOR TYPE, EMBEDMENT AND TYP.ANCHOR TYPE, EDGE DISTANCE PER EMBEDMENT AND EDGE SUBSTRATE,SEE 6 DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. INTEGRAL TYP.ANCHOR TYPE, a SEE TABLE 3,SHEET 2. (SCREW SHOWN) EMBEDMENT AND EDGE 5 (NAIL SHOWN) �❑ 7/6'THICK I.G. ❑ FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 3,SHEET 2. J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH 0 7 (NAIL SHOWN) FRAME n 7!8'THICK I.G. NOTES: SHOWN V BUCK WIDTH 1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2 8 3,SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,SHEET 2,ALL WOOD BUCKS LESS BUCK VISIBLE THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X HEIGHT LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL 114"MAX" HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4"MAX SHIM #10 OR#12 STEEL SHIM WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK SMS(G5),SEE SHIM OR GREATER.1X AND 2X BUCKS(WHEN USED) TABLES 2&3, SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET 2. PRODUCT g E ith dw LOADS TO THE STRUCTURE.WOOD BUCK DESIGN asilding odwith the FlrriBa AND INSTALLATION IS THE RESPONSIBILITY OF Building Code THE ENGINEER OR ARCHITECT OF RECORD. Accep4vtce No Olow Espirat n Dale 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS �� b'yl!'w 'Da.4e Pttduct 1°THICK I.G. MEASURED FROM BEADING TO BEADING. FIN AND/OR FLANGE MAYBE NO CHANGES THIS SHEET. REMOVED IN-FIELD INTEGRAL FIN EXTERIOR EXTERIOR TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN3 AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 3,SHEET 2. INSTALLATION OPTION 7 INSTALLATION OPTION 8 INTEGRAL (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME• FIN INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2.SHIMax ``� Y LYNN �'/.FRAME SHIM SHOWN1070 TECHNOLOGY DRIVE[1] EE:] 1,10EN8F •,f i N.VENICE,FL 34275 Q •' �8`�% INSTALLATION EDGE (941)-480-1600 =*;1 No.58705 OPTION 5 DISTANCE ANCHOREDTHROUGH ® COPYRIGHT®2017 PGTINDUSTRIES,INC. -O _= INTEGRAL FIN INTO 2X CERT.OF At #29296 ALL RIGHTS RESERVED C'., 6 r •Qr— WOOD FRAME OR VISIBLE LIGHT FORMULAS �0srATE F�. �� BUCKSTRIP.SEE NOTE 2, WIDTH:BUCK WIDTH-4-3116" r; VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 ' 'c<ORIDP,.•' THIS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-4-3116" u `c � • .•""• o J-CHANNEL&INTEGRAL FIN FRAMES om'' J ROSOWSKI VERTICAL SECTION D-D v oB A.LYNN MILLER,P.E. PW-5520 NTS 4 O 11 oz° MD-5520.0 14 P,E.956705 ski 7/8"NOM. 7/8"NOM. 7/8"NOM. 718"NOM. �+- 5/16"A/A PVB 5/16"A/A PVB I 5116"A/A PVB I I 5116"A/A PVB I I 7/16"AIR SPACE--\ 7116"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE PRODucr REVISED w 118"A GLASS 1/8"T GLASS 3/16"A GLASS 3116"T GLASS--\ as complying itb ft Fl skhlkildi Cade a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Acceptanca TI* -C ) Expiratbn Duo. By 80$3 80-83 BO-83 60-83 hfima'Dade Product GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 NO CHANGES THIS SHEET. a 1'NOM. 1"N M. 1"N M. -►{ Imo- VN M. �I I I I I I _ ( m 7116"A/A PVB 7/16"A/A PVB 7116"A/A PVB 7/16"A/A SG w as o U o 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE04 n 1/8"T GLASS 3/16"A GLASS % 3/16"T GLASS 3/16"A GLASS---\ t j a EXTERIOR EXTERIOR aEXERIORa Z LL tl_ aVU 8uMo�p 80-83 80-83 80-83 80-83U) N F Z V S -a •JMO VN o W GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 a LL O O z W1 $ O O Z J t �•�- VN OM. -�-{ 1°NOM. -�{ 1' o NOM. _ Q F I IF Z By Dad*Product Conrroba W p alO'S 7/16"A/A SG 7/16"H/H SG 7/16"H/H SG EXTERIOR ° LL Z La 3/8"AIRSPACE 7/16"AIR SPACE 318"AIR SPACE a w 112"NOM.GLASS O Z 3/16"T GLASS 1/8"T GLASS--\ 3/16"T GLASS eo 83 BITE TV. 0 > C7 a aEXTERIOR a EXTERIOR a EXTERIOR °pl nsep sa}ra5 6 7 O 74 ���IIINY LYN1j1�rrii GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 76 *; No.58705 A'=ANNEALED "H°=HEAT STRENOTHENED IGLASS TYPES I4THROUGH °• •" '�� ''•:c�ORIDI!..•' A090TROSIFOLS TEMPERED J•CHANNELORIINSED WITH NTEGRAL TYP.GLAZING DETAIL ���'riS�ONAL ENG PVB BY KURARAY AMERICA,INC. FIN FRAMES �1/III I 1111 .SG*=.090"SENTRYGLAS S A.LYNN MILLER,P.E. INTERLAYER BY KURARAY AMERICA,INC. I I P.E.S 58705 TABLE 4: Window Design Pressure,(+l-psf) use this taae forGUss 7 118"A Cap-Airspace-5/16"A/A with PVB Type Window Long Side(in) TABLE DIMENSIONS MAYBE T Dimensions 51.D5 54 56 58 62 1 64 68 72 1 76 BO 84 1 87 ORIENTED VERTICALLY OR 18 +1-50 +/-50 +/-50 +/-60 +/-50 +/50 +/-50 +150 +/•50 +/-50 +/-50 +/$D HORIZONTALLY AS SHOWN. 20 +/-50 +1.50 +/50 +1-50 +150 +150 +/-50 +/50 +1.50 +/-50 +/50 +/50 LONG PRODUCT REVISED SIDE asc plying with the FhV93 22 +/50 +/•50 +/-50 +150 +/•50 +/-50 +/-60 +/-50 +/50 +/-50 +!•50 +/-50 I+- LONG SIDE 13eildmgCD& 24 +1.50 +/50 +1-50 +/-50 +/-5D +/50 +/-60 +1-50 +/50 +/-50 +/•50 +1.60 T- d AccepmumNo -_ 26 +/•5D +150 +/-50 +/-50 +/50 +/-50 +150 +/-50 +/50 +/-50 +/50 +/5SHORT Expimtlon Die RT 28 +/-50 +150 +/50 +150 +/-50 +150 +I.60 +/50 +/-50 +/•50 +/50 +150 SIDE ;0 BY +150 +/50 +/50 +/5D +/-50 +150 +/50 +/50 +/-80 +/50 +150 SHORT I- MiazniDad*Produd'CaLtaO SIDE f m 32 +/-50 +/-60 +/50 +/50 +/50 +/50 +/50 +/50 +1.50 +/50 NO CHANGES THIS SHEET. O to 34 +1-50 +/50 +/50 +/-60 +150 +/-50 +/-50 +/50 +/50 c 36 +/50 +/50 +/50 +/50 +1-50 +/-50 +/-60 +/-60 LONG SIDE •"s N 38 +150 +/50 +150 +150 +150 +/50 +150F'- 40 +/•50 +/•50 +150 +150 +/-50 +150 42 +/5D +150 +/-50 +150 +/50 MAX.O.0 SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SHORT LONG THROUGH THE FRAME PER SHEETS 3$4 THROUGH THE INTEGRAL FIN PER SHEET4 SIDE SIDE 44 +/5o +/50 +1.50 +/-50 UU y m APPLIESTOA,B,COR DANCHORS APPLIESTO EOR FANCHORS VJ 'nay 46 +/-SO +/5D +150 (SEE TABU:1) (SEE TABLE 3) w m 48 +150 +/50 ss„ 4" p rn 0 O 61.05 +/50C7 N Q alOa N --I SHORT L�- O O �l SIDE f p J Ou Z!L ^!E uMwa 2 TABLES: U U ®8 Window Design Pressure,(+l-psf) zW as oma Use 8tis m61e LU Z 00 r2 N oN for Glass 118"T Cap-Airspace-5116"A/A with PVB r,�pe: B o z� Window Long Side(m) U LL Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 '- Z Q 32 +/50 +/-50 +/-50 +/50 +/50 +/-50 +/-60 +/50 +/•50 +/50 +/5D +150 +/-50 p 1 j ldeys 34 +/$0 +/50 +150 +150 +/50 +/50 +150 +/50 +150 +/-50 +1-50 +/-47.3 +/-06.7 Z 36 +/$0 +/-50 +/--50 +/-50 +150 +150 +/50 +/50 +/-50 +/-50 +147,5 +145.4 +/-04.6 38 +/50 +/-50 +/50 +/•5D +/50 +/50 +/50 +150 +/-50 +/-49.1 +1.46.1 +/43.9 E Z aloa5 40 +150 +/50 +/50 +/•50 +150 +/-50 +1.50 +150 +/-50 +/48.2 +/45.1 o X d (D 42 +/$0 +1.50 +1.50 +/50 +150 +/-50 +1.50 +/$D +/49.8 +/47.4 O cV to 44 +/$0 +/-50 +1.50 +/50 +150 +150 +150 W-60 +/48.9 I w ll. U m 48 +1$0 +/50 +/-60 +1.50 +/50 +1•60 +!•50 +/49.9 5 a. 48 +/50 +150 +/-60 +/50 +150 +150 +/50 alll 'ossa seuas rn 60 +/$0 +/50 +/-50 +/-50 +/50 +150 62 +/$0 +/-60 +/50 +/50 +/50 MAX O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING \\\\ 11111 11/llli� THROUGH THE FRAME PER SHEEI53&4 THROUGH THE INTEGRAL FIN PER SHEET4 �\ pNY LYNN '�. 64 +150 +/.60 +/-60 +/50 NOTES: fir.• APPLIES TO A,B,C OR D ANCHORS APPLIES TO E OR F ANCHORS 1)BUCK DIMENSIONS SHOWN, L1GENgF'•. F 66 +/5D +/-60 +150 Q •' (SEE TABLE 2) (SEE TABlE 3) No.58705 •� 58 +/$O +l-50 15" 3.5"FORE ANCHORS,4"FOR FANCHORS 2)FOR SIZES NOT SHOWN,ROUND UP TO THE *.: NEXT AVAILABLE SHORT OR LONG DIMENSION. 60.926 +150 �`_ 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), ?J L ZTAI FIND THE SMALLEST SQUARE WINDOW SIZE IN O••. F THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL %(�'•••'�[ORIOP;.••'•\?� WINDOW WILL COMPLETELY FIT WITHIN. ��S C'! 10NAL 0k .\. A.LYNN MILLER P.E. P.E.H 5870.5 TABLE 6: Window Design Pressure,(+1-psf) Usetes leap 3/16"A Ca -Airspace-5/16"A/A with PVB la cess 9&10&10 3116'T Ca -Al ace-5/16"A/A with PVB TYD`"' TABLE DIMENSIONS MAYBE Window Long Side(in) ORIENTED VERTICALLY OR Dimensions 60,926 64 66 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN. 32 +/SO +/-50 +1-50 +ISO +/-50 +/-50 +/50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-60 LONG PRODUCT REVISED dh 34 +1_50 +/-60 +1.50 +/-50 +/-50 +/-50 +/50 +/-50 +/•50 +/-50 +/-50 +/-M +/-60LONG SIDE Buildming SIDE BmgC,S,,,m�,Flo �- Code 36 +TSO +150 +/•50 +/SO +1-50 +/-50 +/SO +1•60 +1-50 +/-50 +/-50 +/50 +/50 AaepmwNot7 t4. 0 38 +/50 +1-50 +/-60 +/-50 +/50 +/-50 +/60 +1-60 +/-60 +/-50 +/-50 +/-50 Expirn"eo Da° 40 +/50 +/-50 +/-50 +/-50 +l-6D +/-50 460 +/•60 +/•50 +/•50 +1-50 SHORT SIDE M'ON"D&&Nft tM 5 42 +/50 +150 +/•50 +/SO +1-60 +/•50 +/50 +/-5D +/-60 +/-50 SHORT I_ u SIDE r� � 44 +ISO +ISO +1-50 +d-50 +/-50 +/-50 +150 +/50 +JSO NO CHANGES THIS SHEET. 46 +150 +/SO +/-50 +/-50 +1.50 +/-50 +150 +/-50 48 +/50 +/SO +/SO +ISO +/-50 +/-60 +1-W 50 +/50 +/-50 +/-60 +1-50 +1_60 +/-50 �— LONG SIDE �i a 62 +/50 +/-50 +/-50 +/-50 +/-50 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING THROUGH THE FRAMEPERSHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 SHORT 64 +150 +150 +/-50 +1-wLONG 56 +/50 +150 +/-50 APPLIES TO A,B,COR DANCHORS APPLIES TO EORFANCHORS SIDE SIDE Y m (1...2) (SEETABLE 3) � IL � r V) •nab 5B +ISO +/50 15" 3.5"FOR E ANCHORS,4"FOR F ANCHORS > 60.%M +I-w m O � O -dC7 N vlo0 w N SHORT L— O clt, -� TABLE 7: SIDE 7— Z LL 8 n M"Q Window Design Pressure,(+/-pef) Use for Oft�s 1:L o ®J 118"T Cap-Alrspace-7/16"A/A with PVB Type: 11 LU z 10 5E =N Window Long SWe on) n IL m sma Dlmerlslons 60.926 64 66 68 70 74 77 80 84 87 92 97 99 Z 32 +170 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +170 +/•70 +/-70 +/-70 +170 +/-70 O 1 0 34 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +170 +/-70 z F 1 36 +170 +/70 470 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +/-70 +1-70 +/-70 +/-70 p W hays .38 +/70 +/-70 +/-70 +/•70 +/70 +1-70 +1-70 +/70 +/-70 +1-70 +/-70 +170 ® a Z W 40 +/•70 +/-70 +/-70 +/-70 +/•7D +/-70 +/-70 +/-70 +/-70 +1.70 +/-70rn Z 42 +/•70 +/-70 +1.70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +1.70 Ww❑ LU ala s 44 +1.70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 o X ILLL c CNI 46 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-70 F SP e 48 +/•70 +/-7D +/-70 +/-70 +/-70 +/•70 +/-70 co w so +170 +/-70. +/70 +/70 +w0 +/-70 >> ❑ D- 52 +1-70 +/•70 470 +1.70 +1-70 MAX.O.GSPACINGIFANCHORING MAX.O.C.SPACING IF ANCHORING aIIU •�se0 sauas THROUGH THE FRAME PER SHEETS 3&4 THROUGHTHEINTEGRALFINPERSHEET4 64 +/-70 +/-70 +/-70 +/•70 APPUESTO6,CORD ANCHORS APPUESTOFANCHORSNY LyN (SEE TABLE 2) (SEETABLE3) \0 58 +170 +/-70 1S3 4" NOTES:BUCK DIMESIONS SHOWN. '' VC 'Te 60.926 +/-70 p 2)FOR SIZES NOT SHOWN,ROUND UP TO THE =7I': No.58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), ���:• SOA `FI�'•�� FIND THE SMALLEST SQUARE WINDOW SIZE IN T T THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL �-'."ZORIDP,.•'.�C� WINDOW WILL COMPLETELY FIT WITHIN. i '•' �',S;ONAL I0?G��� A.LYNN MILLER,P.E. P.E.#56705 TABLE 8: Window Design Pressure,(+l-psf) Use this table 3116"A Cap-Airspace-7116"AIA with PVB 1 Type 12 Window Long Side(In) TABLE DIMENSIONS MAYBE } Dimensions 69,649 71 73 75 78 80 85 86 89 92 96 99 ORIENTED VERTICALLY OR 32 +1-70 +1.70 +l•70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 HORIZONTALLY AS SHOWN. 34 +/-70 +/•70 +/-70 +/-70 +/-70 +1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 LONG PROmm REV13W 36 +1-70 +1.70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 SIDE py".Ply1,gwith dwfqaft I-+- LONG SIDE Building Code 38 +1-70 +1.70 +/-70 +1.70 +/-70 +/-70 +1-70 +1.70 +/-70 +1-70 +/-70 +/-70 Acceptcnoe No I -0 i 4.0 40 +/-70 +/-70 +/-70 +/•70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 � EapirntbnDme 21n SHORT Ua 42 +1-70 +/-70 +1.70 +/-70 +/-70 +/-70 +/-70 +1.70 +1.70 +I-70 +/�9.6 +166.7 SIDE By 44 +/-70 +1-70 +/-70 +/-70 +170 +/-70 +1.70 +1-70 +1-70 +/-69.9 +/-66.4 +1.63.7 ii JSHORTI Mti Dade Pmduct J.___ S DEF� 46 +1-70 +/-70 +1-70 +/-70 +f-70 +/-70 +/-70 +/-70 +1.69.9 +/�7.4 +/-63.9 +/•61.7 NO CHANGES THIS SHEET. o, 48 +1.70 +1.70 +/-70 +/-70 +f-70 +1-70 +/-70 +/-70 +/-67.8 +/-65.3 +/-61.9 +/59.7 50 +l-70 +/-70 +/-70 +1.70 +/-70 +/-70 +/-69.5 +/-68.6 +1.65.9 +/-63.4 +1-59.9 a b52 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1.67.8 +/-66.9 +1.64.2 +1.61.6 �- LONG SIDE -� T- +1-70 a y 64 +/-70 +/-70 +/-70 +1-70 +!•70 +/-66.2 +/-65.3 +/-62.6 56 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.2 +/-64.7 +/53.8SHORT LONG 57 +/-70 +/-70 +/-70 +/-70 +l-69.8 +158.1 +1.64 SIDE SIDE Y m 60 +/-70 +1.70 +/-70 +l-69.7 +157 +/-65.3 WCO •�sa MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 62 +/-70 +/-70 +/•69.9 +1.67.9 +/-65.2 ,7 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 ❑ �o y O 64 +/-70 +/-70 +/{B.3 +/-66.3 APPUES TO B,C OR D ANCHORS APPUES TO F ANCHORS N Z elm C LnN 66 +/•69.9 +1.68.9 +1-66.7 (SEE TABLE 2) (SEETABIE 3) --I SHORT I_ O F -� 68 +/68.4 +/67.4 - SIDE l� CD xa 69.649 +/-67.1 15.5" 4" Z L -a � o� UUd ®a TABLE 9: FW-Z °o Fr •oN taUe t7 olS ONO Window Design Pressure,(+l-psf) a cl 13 o LU v 3/16"T Cap-Alrspace-7116"AIA with PVB Type: z � a CO LL Window Long Side(In) O J 5 O Dimensions --697649-T- 71 73 75 78 80 85 86 1 89 92 9699 � F m 32 +1-70 +1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/•70 ® 9 0Ui 7a ,ys 0 34 +/-70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 0 W ❑ _ 36 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/•70 +/-70 +/-70 38 +1-70 +/•70 +1--70 +/-70 +1-70 +/-70 +1.70 +/-70 +1-70 +l•70 +1-70 +1-70 W W ,1? 40 +/-70 +/-70 +1-70 +170 +/70 +/-70 +/-70 +/-70 +/a0 +/•70 +1-70 +/-70 o X 0- 0 z c1`1 42 +/-70 +170 +1-70 +1-70 +170 +/-70 +/70 +f-70 +1.70 +/-70 +/70 +170 a 44 +/70 +170 +f-70 +/-70 +/70 +/70 +170 +/-70 +/a0 +1.70 +1-70 +170 `L) Z W ?� 46 +/-70 +1-70 +1-70 +/-70 +1.70 +1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +1.68.6 > ❑ a e 48 +/•70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/5&8 +1.60.3 alio �s"a suss to +/56.6 52 +/-70 +/-70 +/--70 +1.70 +/-70 +1-70 +1.70 +/.70 +1•70 +/-68.6 ���Y LYNNE/�i� 54 +!•70 +1-70 +1-70 +/-70 +1-70 +/-70 +/•70 +/•70 +/69.6 NOTES: ��a�.•' �ICENSF'•�(�'. to 1)BUCK DIMENSIONS SHOWN. 66 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 67 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE =71f No.58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. 60 +1-70 1 +170 +/-70 +/-70 +/-70 +/•70 - rre� 62 +l-70 +1.70 +/-7p +/-70 +/-70 MAX O.C.SPACING IF ANCHORING MAX.D.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), '�' �j ` I�:•'��`Z. THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN �0:kN. ST TE F 64 +/-70 +I-70 W-70 +/-70 APPUES TO B,CORDANCHORS APPUES TOf ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL �s''•:cC ORIDP,.••'���� 66 +/-70 +1-70 +/-70 WINDOW WILL COMPLETELY FIT WITHIN. �s�O' 66 +/-70 +/-70 (SEE TABLE 2) (SEETABLE3) /// NAL 15.5" 3.9" Il/lllltlt�� 69.649 +/-70 A.LYNN MILLER,P.E. REA 58705 TABLE 10: Window Design Pressure,(+1-pst) use this lade for Glass 14 3116"A Cap-Airspace-7/16"A/A with SG Type: Window Long Side(in) Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 ' 99 TABLE DIMENSIONS MAY 1 ORIENTED VERTICALLY OR 32 +801-110 +601-110 +BW-110 +801-110 +801-110 +801-110 +80/-110 +80/•110 +80/-110 +80/-110 +801-110 +80/•110 HORIZONTALLY AS SHOWN. 34 +80/410 +801410 +60/•110 +801-110 +80/-110 +80/-110 +80/•110 +BD/-110 +801-110 +80%109.4 +601.108.3 +60/-107.6 LONG PROI)LICT REVISED 36 +801-110 +80/-110 +801410 +801-110 +6D/-109.5 +80/-106.6 +801-106.8 +0/-106.5 +80/-105.5 +60/-104.7 +60/-103.6 +801-102.9 SIDE z amply;ng witb 11ha 3 WA5 �-- LONG SIDE Building Cade 38 +80%109,7 +801-106.9 +801-107.8 +60/-106.8 +801-105.6 +60/-104,6 +80/•102.7 +601-102.4 +80/-101.4 +80/-100.5 +801.99.4 +801-98.7 -E- Accepiarlu No t7-0614.09 40 +801-106.3 +801-105.5 +801-104.4 +601-103.3 +801-101.9 +80/•101 +801.99.1 +80/•98.7 +801-97.7 +80/-96.8 +801-95.7 +80/-95 + Datc SHORT 42 +80%103,3 +801.102.5 +601-101.3 +BO/-100.2 +801.96.8 +60/-97.9 +801.95.6 +80/•95.6 +BO/A4.5 +80/93.6 +80/-92.4 +80/•90.7 SIDE Dy 44 +801-100.7 +801-99.6 +80/•98.6 +801-97.5 +80/-96 +80/-95 +80/-92.9 +80/.92.6 +801-91.5 +60/-90.4 +60/-87.1 +ROI-84.7 Miwii ado Product C10 r" --I SHORT 46 +80/-9&4 +801-97.5 +80/-96.2 +80/•95 +BD/-93.4 +801.92.6 +80/-90.3 +80/-69.9 +801.86.1 +80145.5 +601-83.1 +801.81.6 -1 SIDE G 48 +801-96.3 +801-95.4 +811-94.11 +BW-929 +SD/-91.2 +801-90.2 +801-86 +80/-67.6 +801.84.6 +801-82.6 +801-60.2 +/-78.6 NO CHANGES THIS SHEET. 0 50 +801-94.6 +80/-93.6 +601.92.2 +BO/-90.9 +80/$9.2 +801-68.2 +80/-85.4 +601-84.5 +80/-82.4 +801.80.2 +/-77.6 c ' rn 52 +B0/-93 +801-92 +8D/-90.5 +60/$9.2 +801.87.4 +80/-86.4 +801-83.3 +801-62.6 +80/-80.2 +/-78 �-- LONG SIDE -►� '"s N 54 +80/-91.7 +60/-90.6 +601-89.1 +801-87.7 +80/.65.8 +80/-84.7 +801-81.3 +80%80.4 +/-78.1 56 +80/-90.6 +601.89.4 +801-87.8 +801.86.4 +80/•84.4 +80/-83.2 +1-79.3 +1-78.6 SHORT LONG 67 +801-90 +801-88.8 +801-87.2 +801485.8 +a0/-83.4 +BO/-82 +/-76.4 SIDE SIDE Y m 60 +80/-87.2 +80/-86 +80/-84 +60/-826 +80/-80.1 +/-76.6 > !Z 'Aga +�/-82.1 +80/-80.4 +/-78 MAX.O.C.SPACING IF ANCHORING MAX.O.GSPACINGIFANCHORING of w Q 62 +60/-84.6 +80/-83.6 ¢ THROUGH THE FRAME PERSMEET53&4 THROUGH THE INTEGRAL FIN PER SHEET4 2LO . 64 +80/.829 +80/-82 +80/-60.1 +l-7&4 N Z 331.0Oa, N APPUES TO BC OR D ANCHORS, t� (SEE TABLE]) NOT APPLICABLE GLASS TYPES 14 THROUGH SHORT O P1 -� 66 +80/-81.1 +8D/-90.1 +1-78.3 v 68 +/-79.3 +1-78.4 13.2- '17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL SIDE Z u, °' uma0 69.649 IM +/-77.7 0 FIN FRAMES. =W G 8 TABLE 11: W V o. 6 .Ory Window Design Pressure,(+1-psf) U3e LU -a Ohio lords 15 co 3/16"TCap-Airspace-7116"A/A with SG Type o z g Window Long Side(n) $ 0¢ 0 Dimensions 77.76 79 8183 88 87 91 94 96 99 104 107 111 Z ma 36 +601-110 +801.110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801.110 +801.110 +80/-110 +801.110 +801.110 +80/110 'S P as 40 +W-110 +801-110 +801-110 +W-110 +80J-110 +801-109.9 +801-106.5 +80/107.5 +801-108.9 +80/-106.1 +801.104.8 +801404.1 +80'•103.3 ® g Z W I 45 tr 42 +80%110 +801-109.8 +BO/-108.8 +801-107.9 +901.108.7 +80/-10&3 +801-104.8 +80/103.8 +801-1032 +801-100.8 +801-97.7 +80/-98.4 +80/-94.8 y H� 44 +801-107.3 +80/.108.7 +801-105.7 +801.104.7 +801.103.4 +80/•103 +801-101.4 +BO/-98.6 +801-96.7 +801-941 +801•91.4 +80/-90.3 +80/439.2 W n € 0 LU Z W 48 +80/-102 +81/•101.3 +80/-100.3 +W-99.2 +801.97.3 +801.98.2 +80. 801 -926 +80/•90.4 + .89.2 +801-87.3 +801-84.4 +601.82.7 +BO/-80.6 o IL 0 60 +801-99.8 +601-99.1 +801.98 +80%96.9 +80/93.9 +80/-93.1 +BW-89.9 +801.87.7 +80/•8112 +801-84.3 +80/-81.1 +1-79.3 +/-77 tL Z r 61 +801-98.8 +80/•98 +801-96.9 +801.95.8 +8014)28 +801-92 +60'-88.7 +W/-B&4 +801-95 +80/-828 +/-79.6 +/-77,7 +/-76.3 'u Z y 64 +801-08.1 +10-95.3 +8W94 +801.921 +80/•89.4 +80/ 801 88.6 + -86.1 +BOI527 +80/51.1 +/-78.9 +/-75.3 +/•73.2 +/-7D.6 `6 58 +801-94 +80193.2 +B0/-91.6 +W-9D.1 +80/57.2 +80/.86B0/ .3 + -828 +801.80.2 +/-78.6 +1-7&3 +1725 +/-70.5 °IIU •oso0 aauaS N 68 +601-91.4 +80/-90.6 +8W-W +801.87.6 +60/55.1 +801.84.2 +8(y-80.8 +/-78 +/-76.3 +1.73.8 +1.70.2 e 61 +W-87.8 +SW-87 +80/45.3 +80/.83.6 +80/58- 1.2 + 80.6 +1-77.3 +/-74.6 +/-7Z8 LY 28 +/-70.4 ��� 83 + 85.6 +60154.8 +BW42.8 +80/51.1 +/-78.8 +/-78 +/-74.8 +/•723 +1-70.6 NOTES: `���ON CEN F 806 rn 64 +801.64.4 +W.83.6 +80/-81,7 +/•BO +/-77.5 +/-78.8 +/•73.6 +/-71.2 1)BUCK DIMENSIONS SHOWN. 41 S Se +80/.822 +60151,2 +1-79.4 +1.77.6 +/-76 +1-74.2 +1-71 2)FOR SIZER NOT SHOWN,ROUND UP TO THE -*.• No.58705 68 +/50 +/•79.1 +1-77.2 +/-75.4 +/-727 +/-71,8 NEXT AVAILABLE SHORT OR LONG DIMENSION. Tf 70 +/-7B +/•77,1 +/-75 +/-732 +!•70.5 MAX.O.0 SPACING IF ANCHORING MAX.D.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN %�Q•••, S A�': •�/�� 72 +1.78 +1-76 +1.73 +1-71.1 APPUESTO B,C ORD ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL p 74 +l-74.1 +/•73 +/-71 WINDOW WILL COMPLETELY FIT WITHIN. '���s••'•ZORIDP,.••' (SEE TABLE 2) NOTAPPUCABLE �� 0. 78 +/722 +/-71.1 13.z•, '�7 70/VAL IEN��• 77.76 +1-70.6 A.LYNN MILLER,P.E. P.E.058705 TABLE 12: T Window Design Pressure,(+l-psi) Use NTABLE DIMENSIONS MAYBE it for Glass Glass 16 ORIENTED VERTICALLY OR 118"TCap-Airspace-7/16"WH With SG Type: HORIZONTALLY AS SHOWN. Window Long Side on) LONG Dimensions 60.926 64 66 68 70 74 77 BO 84 87 92 97 99 SIDE �- LONG SIDE � I P32 +801.110 +801.110 +80%110 +80/-110 +801-110 +801410 +80/-110 +801-110 +801.110 +80/-110 +B0/-110 +801-110 +801-110 PRODUCrMVISPD+801-110 +601-110 +801-110 +801-110 +801410 +801410 +8D/-110 +801-110 +801.110 +80/-110 +80/-110 +801-110 +801-110 xi complying with the Ronda +801.110 +80/-110 +80/•110 +801-110 +801.110 +80/410 +801-110 +80!•110 +801-110 +801-110 +801-110 +80/-110 +80/-110 SHORT ::�:� Building Code SIDE Acccpta=Me •O O �+801-110 +80/-110 +80/-110 +801-110 +801410 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/410 __-I SHORTC.•V1m6°°Dare+801-110 +801-110 +80/•110 +801-110 +801.110 +801.110 +80/-110 +801.110 +80/•110 +BO/-110 +801-110 --�ISIDE By +80/-710 +BCI-110 +801.110 +90/-170 +801.110 +801-110 +80/-110 +8th-110 +801-110 +801-110 hLa adeprvducH'+80/-710 +801-110 +80%710 +801-110 +80/•110 +801-110 +80!•110 +801-110 +801-110 LONG SIDE -� w 46 +80/•110 +801.110 +80/•110 +801-110 +801.770 +80/-170 +80/•110 +801-110 NO CHANGES THIS SHEET. 0 48 +80/•110 +801.110 +80!•110 1 +801410 +801-110 +80/-110 +80/-110 m 50 +80/•110 +801.110 +801-110 +801-110 +801-110 +80/-7HOR 10 SSI ET f® LONG 52 +801.110 +80/-110 +801.110 +80/4110 +80/-110 MA7(.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SIDE 54 +801.170 +801•110 +80/-110 +801-110 THflOUGH THE FRA ME PERSHEETS3114 THROUGH THE INTEGRAL FIN PER SHEEr4 66 +801-110 +801-110 +801-110 APPLIES TOB,CORDANCHORS (SEETABLE2) NOTAPPUCABLE ci Y C0 68 +801.110 +801-710 ]j W U) GLASS TYPES 14 THROUGHAOb w0i 60.926 +801-110 MAY NOT BE USED WITH I SHORT Q o In J- o J-CHANNEL OR INTEGRAL -�1 SIDE •FIN FRAMES. >-N 8100 0 N TABLE 13: Use Nis table OJ m Window Design Pressure,(+/-psf) rerca95 17 O LL o a 9 3116"T Cap-Airspace-7116"H1H with SG Type: 2 LL m O Window Long Side(In) HJ V o Q a Dimensions 77,76 79 81 83 BB 87 91 94 96 99 1D4 107 111 118 120 125 136 144 1W-W `� a sMG 36 +801410 +80/-110 +801-110 +801-110 +801-110 +BD/-110 +80%110 +80/410 +801-110 +80/410 +801-110 +801-110 +00/-170 +801-110 +80/-110 +80/-110 +80/410 +W-110 > W 40 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +001•110 +801410 +801-11D +80/-110 +80+-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 Z $ Q rn 42 +80/410 +80%110 +80/410 +e0/-110 +80/-110 +801-110 +110/-110 +801-110 +801•110 +801410 +801-110 +80%110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 Z m o 44 +80/-110 +801-110 +80/410 +801-110 +80/410 +80/410 +80/-110 +801410 +801-110 +80/410 +801-11D +8D/-110 +801-110 +801-110 +801-110 +80/•110 +80/410 � F 48 +801.110 +80%110 +80/410 +801-110 +501.110 +80/-110 +80!•110 +801.110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801.110 O LU laays 5o +801410 -+801-110 +801410 +801-110 +601-110 +801-110 +801.110 +80/410 +801-110 +801-11D +801-110 +8D/-110 +801-110 +801.110 +801410 Z W 51 +80/-110 1 +BW-110 +801.110 +801.110 +80/•110 +BD/-110 +801.110 +801-110 +80/-110 +801-110 +801-110 +601-110 +601-110 +801.110 y Z 54 +801410 +80/-110 +80/•110 +801-110 +801-110 +80/-11D +80%110 +801-110 +801.110 +80/-110 +801-110 +80%110 +80/-110 Q W � w"�5 66 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801.110 +801410 +801-110 +801-110 +801-110 +80/-110 0 NZ o $ 58 +801.110 +801-110 +BD/•110 +801-110 +801-110 +801-110 +801.110 +801-110 +801-110 +801-110 +801-110 N 61 +801-170 +801.110 +801.110 +801-110 +801.110 +60/-110 +80%110 +801410 +801-110 +80/410 cwi Z co rn 63 +801410 +80/.110 +80/-110 +801 10-110 +801410 +801-110 +80/•1 +801.110 +80/-110 5 O a 64 +80/-110 +801-110 +801410 +801-110 +80!410 +80l-0110 +601-110 +801-110 anu '��o capes 66 +801.110 +801-110 +80J-110 +801-110 +801410 +80/410 +801-110 BB +80/-110 +801-110 +80/410 +80/410 +80/-110 +80/410 � 01YILY/1f1/j1j�.,� 70 +801.110 +801-110 +801.110 +801-110 +801-110 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING �, N ....,!V,y7 72 10 +80/-110 +80/-110 +8W710 THROUGHTHEFRAMEPERSHEEr53114 THROUGH THE INTEGRAL FIN PERSHEET4 `1, 11GEN$F'•�C� i Q; 74 +801-110 +801-110 +80/-110 APPUESTOB0/0.58705 ,CORDANCHORS (SEETABLE2) NOTAPPUCABLE '. 76 +801-110 +801.110 9" •D :� 77.76 +801-110 �O ''•'CORIDP,.•'x�'�� BUCK DIMENSIONS SHOWN. n ,/O1NALISNG 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER,P.E. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. p.E.#58705 3.500' 3.500" 3.500' 3.500' 1 --�{ 1.376" —J�- .062" �I�— .062" —►i�-- .062" —��— .062' 355' dl d d d 5 O ANCHOR COVER Fn 1.483" 1.483" 1.483" 1.483" Q ❑ ❑ o ❑ o o o •�. �r .301" .'�yL .625' � .625' 1Tr J-CHANNEL FRAME rFRAME 1875" INTEGRAL FIN FRAME 4 EQUAL LEGIBOX FRAME 1 ALUMINUM SILICONE HOT-MELT BUM REINFORCEMENT POLYISO- DESICCANT FILL AREA —►{ .8604" 175. STRUCTURAL BUTVLENE STRUCTURAL SILICONE 3/16"NOM. 5/16'NOM. SEAL 5/16"NOM. POLYISOBUMENtt, 1/4"NOM. FOAM BUM& SILICONE SEAL WITH DESICCANT W� DESICCANT ROLL-FORMED DESICCANT FOAM STAINLESS STEEL O7 1"BEAD INT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS T.GLASS INT.GLASS INT.GLASS MITERED CORNERS WITH KODISPACE SUPER DURASEAL6 XL EDGET"' INTERIORAND BD 81 TM 82 O EXTERIOR 4SG TPS SPACER NXT SPACER SPACER WELDS TABLE 14: # Part# Description Material RODUCT REVISED 1 620117 J-channel Frame PVC as eomplying with the Fhvida nuilding Code 2 620118 Flange Frame PVC AcooPNooeNo 17-041401 E;gelmtbn Data '�Q020 3 620119 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame/BFPVC By 4 Mian DcdeArod'acf 5 620133 Anchor Co%er PVC 5 6 720136 7/8"Glazing Bead PVC NO CHANGES THIS SHEET.. FRAME 7 720135 1"Glazing Bead PVC ASSEMBLY DETAILS 7 74 Backtledding,GE 7700 or Dow 791 Silicone _ 78 1 71646N ISetting Block(7/8"x 1"x 1/8"),85+/-5 dura. EPDM i 1 EXTERIOR A 11 Y .Y^!y 1070 TECHNOLOGY DRIVE a� \•%CENSE /�( N.VENICE,FL 34275 Q'•' ;F�; NOTES: (941}480-1600 _*: No.58705 N Part# Descri tion Material 1)SOME PARTS NOT SHOWN FOR CLARITY. P 2)J CHANNEL FRAME SHOWN,PART#1,OTHER ® COPYRIGHT 02017 PGT INDUSTRIES,INC. (� 80 Kommeriin 4SG TPS Spacer System FRAME TYPES APPLY. CERT.OF At #28286 ALL RIGHTS RESERVED 7� 6 9 P Y 3)ITEMS#8.73,75.77&79 ARE NOT USED AND ARE ST TE F` ' See this NOT PART OF THIS APPROVAL. �� . 4� 81 Quanex Super Spacer nXr with Hot Melt Butyl Sheet for 4)T PRT PVC HI 9E LABELED FOR AAMA VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 SFS'•.coR1Dn,.•G�2�. 82 Quanex Duraseal Spacer Materials EXTRUDERCODE. 83 Cardinal)(L Edge Spacer BOM&ASSEMBLY om J ROSOWSKI REFERENCE TES REPORTS:FTL•8717,8968&5970 PW-5520 8 NTS 11 OF 11s z MD-5520.0 B A.LYNN MILLER,P.E. m H P.E.#58705