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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 usiness & Professional Regulation SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search bd pr Product Approval 4USER:Public User Product Approval Menu>Product or Application Search>Application Lis[>Application Detail • FL# FL239-R25 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung V, Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/08/2017 Date Validated 12/20/2017 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquSIBu8CAEm... 1/17/901 R M I A M I-D1ADE MIAMI-DARE COUNTY ME 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.eov/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 Hi h Velocity Humcane Zone. DESCRIPTIO • Series"SH-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing o. - 500-01 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. MISSELE 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, modellseries, 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 MIAMIOADE COUNTY= Expiration Date: July 30,2020 --- Approval Date: November 30,2017 // /,20/17 Page 1 ANCHORAGE ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28.1/8'MAX.O.C. MAXD.C. FOR ARCH-TOP RADIUS-TOP 34'MAX.BUCK WIDTH AX O. HEADER(SIM.FOR ALL VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE IF!' FROM LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT HEADER(SIM. ME SEAM -�.( 30' 1Y / WINDOW TYPES) FOR ALL B.SEE�F-7 MAX O.C. l` WINDOW TYPES) J sz-Ire•MAX.Buac WIDTH 7-t7� A SHEET3 / / 1D"MAX FROM �- SEE SHEETS 1-1/4' �I A SEE�- 1Y MAX FRAME SEAM D.SEE S&9 I 1( B,SEE�-_�.�-30'MAX,O.C. -IM}--12'MAX SHEET 3' VISIBLE �- '_, SHEET 3 T WIDTH SHEET4 B.SEE �•-30'MAX O.C.y{.►�}-�1Y MAX C.SEE A.SEE, -- j! 1Y MAK FIXED SHEET 3 l SHEET 4+ SHEET3I !I / + EQUALLY / VISIBLE ! A,SEE r._. .-.•.I� 1Y MAX I EQUALLY i j J 17-7/8'MAX .C, SPACED) LIGHT 17-7/8"MAX O.C. SHEET 31t SPACED I I ANCHORS PER) HEIGHT17-7/8'MAX O.C.TABLES 411 ! I ANCHORS p� i t 91.78' SPACED j j —1- I / MAX ANCHORS PER j �•TABLES411 O I �• IBUCK TABLES 411 I �. O I _ BUCK MAX. ! ! HEIGHT MAX _ _ _ -- - 1 HEIG - BUCK AS SHOWN X I 4 10'MAX. C. BUCK HEIGHT X 1 I 10'MAX.O.C. X i I 10•MIIX.IO.C. HEIGHT ! Xi j Q (91.73- HEIGHT L -I I u __ - !; / J•—iJ_ -1 MAX) EQUALLY 113-3/ MAX O.G EOWLLY L--- // SASH 111 MAX.O.C. EQUALLY ____ 13-34'MAX.O.C. -7I SPACED VISIBLE j S S PEO I L.--- - SEEjSPACED LIGHT � ANCHORS PER ANCHORS PER ANCHORS PER ' SHEETS JTABLES 411 / TABLES 411 I / HEIGHT A� TABLES 411'1 j / - A 8&9 j A I -.--_ ••61? .61?MAx. : .6-1?MAX NO ANCHORS AT SILL I(( _ JNO ANCHORS AT SLL SEE 31 WEEP- B _.J NO ANCHORS AT SILL I L WEE, D►�---I 1-114' �{ B - 54'MAX.BUCK WIDTH -�I`�NO DETAILS, B �NO DETA0.S, `54*MAX.BUCK WIDTH _ -\ NOTCHSEE GALS, SEE SILL WEEP- SILL SASH VISIBLE NOTCH DETAILS, SHE T3 LIGHT WIDTH SHE 3 - SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE F SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW C U TION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SIN HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REO A BUILDING CODE,I UDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.-­­­......-.................--1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD UTE(CAP)MUST TEMPERED. ELEVATIONS.................................................-......1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-OADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS............_...2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGIBOX.-.3 4)ALL WOOD BUCKS LESS THAN 1-112•THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANNEL..4 DEPICTED AS 2X ARE 1-1?THICK OR GREATER.1XAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS.............-......-.-...................5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES.......................-.................B-7 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 ANCHOR QUANTITIES...................-.-.-.....-.-... B-10 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES....................................11 6)114-MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST.._......_._.-..__.-....12.13 T)DESIGN PRESSURES: CODES/STANDARDS USED: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. e.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 331/3%STRESS INCREASE HAS NOT BEEN •ASTM E1300-09 USED IN THE DESIGN OF THIS PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATK)N OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT REVISIT 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 S100-12 10)REFERENCES:TEST REPORTS FTL-7964&7966:ELCO ULTRACON NOA:ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES.LTD WHITE&BRONZE/LIGHTER •AISC 360-10 HwlboµCale SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSUAF&PA NOS&ALUMINUM 1 AL J_4 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. �`` Y LY1, Rh4>bn.USER INSTRUCTIONS: � UPDATED TO FBC 2017.-JR- 06/06/17 1)DETERMINE THE SITE SPECIFIC.WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. No 5-8706 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. *; L ,* 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE.DETERMINE YOUR WINDOWS DESIGN 0-.dp6-: Oram Hy: PRESSURE FROM TABLES 4.8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOWW 0.70 1TECHNOLOGY DRIVE GENERAL NOTES &ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. .'•E[/ N.VENICE,FL 34775 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 411.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR Doti YOUR OPENINGS CONDITION FROM TABLES 20R 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. i'�ssBDD ,. ORIO�`.•NG,\��� (�1)c�H .�' SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. Ile/ONAL1 I;``1� APw ILRMUSTIIGKM F9&m. Srfee/Yoder Scale: sn«h. Drowin4 No. Ter. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A LYNN I.rI�L LR.P.E. SH-5500 NTS 1 O F 13 MD-;H5500-01 B INTEGRAL FIN OR EQUAL LEGBOX). REM 58705 CERT.OF AUTH.#29288 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Design Pressure Description(Listed from Exterior b lntorlor) Table# Sheet# Types optiona es Contigs ShapInstallation Options that may be used (see Fig B) (see Table 1) (see Fig A) (see Fig C) 5 7/8•Laminated I.G.:1/8'A Exterior Cap+7116'Air Space+5/16'Laminated;(2)Utes of 1/8"A Chas with.090"PVB Interlayer 4,5 6 7/8'Laminated I.G.:US"T Exterior Cap+7116'Air Space+5/16'LaMnated;(2)Utes of 1/8"A Glass with.090"PVB Interlayer 4,6 6 ....into 2X Weed Freme/Buekatrip-sheet 3,option 1 Equa{-Lite, SquardRect.. 7 7/8'Laminated I.G.:3116'A Exterior Ca 318"Air Space+5116 Laminated; Utes of 118'A Glaze with.080'PVB kaerla r 4,6 6 Flange Through the inane ....into ConcnetNCMU-sheet 3,option 2 P+ Pa R) Ye 5-16 Oriel/Protiew Arch-Top& 8 718•Laminated I.G.:3116•T Exterior Cap+YS'Air Space+5/16'Laminated;(2)Utes of 1/8"A Glass with.090'PVB Interlayer 4,6 6 (#2) &Cottage Radus-Top of the window..':. ..._through IX Buckstrip into Concrete/CMU.sheet 3,option 3 9 7/8•Laminated I.G.:1/6 A Exterior Cap+7116'Air Space+5116'Laminated;(2)Utes of 1/8•H Glass with.090'SG Interlayer 7 7 ....into Metal-shed 3,option 4 10 7/9•Laminated I.G.:1/6"T Exterior Cap+7116'Air Space+5/16"Laminated;(2)Lites of 1/8'H Glass with.090'SG Interlayer 7 7 1 ....Into 2X Wood Frame/Buckstrip-steel 3,option i Box/ Equal-Lite, SquardRect., Th the Same ....into CdlcretarCMU-sheet 3, ion 2 11 7/8'Laminated I.G.:3116 A Exterior Cap+Y6 Air Specs+SIiG Laminated;(2)Utes of 118"H Glasse with.090"SG IMedayer 7 7 Through °PL Equal-Leg 5-16 OrieUProriew Arch-Top& of the window...... 1 X Buckstri into Concrate/CMU-sheet 3, on 3 12 7/6 Laminated I.G.:3178'T Exterior Cap+YB'Air Space+5/18•Laminated;(2)Utes of 1/9'H Glass with.090'SG Interlayer 7 7 (#4) &Cottage Radius-Top "� P option 13 718'Laminated I.G.:1/8'A Exterior Cap+5116•Air Space+7116•Laminated;(2)Utes of Y16'A Glass with.OBD•SG Intertayer 8 7 ....into Metal-shed 3,option 4 14 718'Laminated I.G.:1/8'T Exterior Cop+5116'Air Space+7/16"Laminated;(2)Lille of 3116•A Glass with.090•SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 Equal-Lite, Square/Rest,integral in... 15 711•Laminated I.G.:3116'A Exterior Cep+1/4"Air Space+7/16'Laminated;(2)Utes of 3116'A Glass with.0907 SG Interlayer 7 7 .1-Channel -- ....Into Metal-shed 4,option 7 5-8 Orid/Prwiew Arch-Top& 16 711"Laminated I.G.:3/16•T Exterior Cap+V4'Air Space+7/16"Laminated;(2)Utes of 3116•A Glass with.080'SG IMedayer 7 7 (#1) &Cottage Radius-Tap Through the two into 2X Wood Freme/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 FramWBuckstrip-sheet 4,option 5 Min.Edge Min. &15 MAY NOT BE USED IN Integral Fn Equal-Lite, Square/Ract.,Integral 8n...... ....into Metal-shed 4,option 7 Group Anchor Substrate THE HVHZ ABOVE 30'. 5-8 OrieWroew Arch-Top& Distance Embedment • (#3) Th gra torte ....into 2X Wood FremdBuckalrip-sheet 4,option 6 8 Cottage Radius-Top na+9h P.T.Southern Pine(SG=0.55) 7/16 1-3/8• of the window'...... ....into Metal-shed 4,option 8 #10 SMS Steel,A36• Y8' 0.050' 'MIN. D 3 (steel,18.8 S.S. Steel Stud,A653 Gr.33• 3/8' 0.0451'(18 Ga.) THREADS Or 410 S.S.) BEYOND THE FIGURE A:FRA CONFIGURATIONS FIGURE 8:FRAME TYPES •A'=ANNEALED A Aluminum,6D63-T5• 3/8' 0.050' METAL �r -�� •H^=HEAT STRENGTHENED 7 1_18' SUBSTRATE. 10 O T=TEMPERED �! "PVB"=.090"TROSIFOLO PVB Y16"steel UBreCon Con min.2.85 ksi 1' 1'3/8• "UNGROUTED BY KURARAY AMERICA INC. ng d CMU,(ASTM -90) 2-1/2' - CMU'VALUES 7� P.T.Southam Pine(SG=0.55) 9/16' 1-318' MAY BE USED •SG•= .090"SENTRYGLASO #12 SMS Steel,A36' 318' 0.050• FOR GROUTED CNIUJ/�� � J-CHANNEL INTEGRAL FIN INTERLAYER BY KURARAY (steel, 0 S.S.S. Steel Stud,A653 Gr.33' 318' 0.0451'(18 Ge.) APPLICATIONS. /� AMERICA INC. or 410 S.S.) Aluminum,6063T5• 3/8' 0.063' 5 v B EQUAL-LI ORIEL COTTAGE 114"steel Ultracon P.T.Southern Pine(SG=0.55) 1' 13/8' 1/4•steel Cretellex P.T.Southern Pine(SG=0.55) 1' 13/8• FIGURE C:FRAME SHAPES 1/4'steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1' 1318• —+-{BUCK WIDTH BUCK WIDTHBUCK WIDTH(— FLANGE BOX OR EQUAL -LEG Concrete(min.2.85 ksi) 1' 1-3/4' _ - ---- 1/4'steel Ultracon 2-1/2' C Ungrouted CMU,(ASTM C-90) 1-1/4' I ' 114'steel CreteBex Concrete(min.3.35 ksi) 1" 13/4' 1111 %6� Malarial Min.Fr Min F„ Steel Screw 92 ksi 120 ksi 114"steel Ultracon Concrete(min.2.85 ksi) 2-1/7 13/4' w r r r 18-8 Screw 60 ksi 95 ksi 1/4'steel Cretellex Concrete(min.3.35 ksi) 2-117 1314" Y x w Y c2 x w 410 Screw 90 ksi 110 ksi D Ungrouted CMU,(ASTM C-90) 2-117 1-114' O -'w m m a Eko Aggrs-Gator• 57 ksi 96 ksi 1/4'steel. Concrete min.3.275 ksi 1-117 1_181 j Moo UltreCorM 155 ksi 177 ksi Grouted CMU,(ASTM C-90) 2' 2' L -L J- 410 SS Elco CmteFkx• 127.4 ksi 189.7 ksi RECTANGULAR RADIUS•TOP ARCH-TOP 606375 Aluminum 16 ksi 22 ksi WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steal 36 ksi 58 ksi PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud 33 ksi 45 ksi n coc4Ay ll with dna�s Group Anchor Substrate Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 610. 9w��Cod. (7 Did@nce Fmbedmenr ". ``1 ' LYNN arwalm: n. Dae E 2-1/7 x.131•Common Nail P.T.Southam Pine(SG=.55 Y8' 2-7/16 �� i 2-112'Ring�haNc Roaring Nei P.T.Southern Pine(SG=.55) 316 2-7/16 11cEN l� ; ANCHORS RE-GROUPED. AB,1y,.,, nedxProdrxl P.T.Southern Pira(SG-.55) 1121 1-3/6 Q •`• '�F'P -JR-06/06/17 #10 Trusshead SMSAlurttirwm,808375' Y8' 0.050' _#, No.58705 (steel,18-8 S.S. or 410 S.S.) Steal Stud,Gr.33' Yone 8' 0.0451'(18 Ga.) — _ ® Drvrptkn: Dr­ F __� _ F Steel,A3& Ye• 0.1)50• (, 1070TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI 'MIN.OF 3 'p ' �= N.VENICE,FL 34275 P.T.Southern Pine(SG=.55) 9116 13/6 THREADS :D.n... O T1W: Oatc #12 SMS Akmraan 606375' Y8• 0.063" BEYOND THE (C •'-F[OR1Dt'.••"\ (g41}18d1e00 (steel,18-3S.S. Steel Stud,Gr.33• Y6" 0.050• METAL '�.�5'Sj Ec1�?: COPYO 1fO1MT SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 or410S.S.) SUBSTRATE. r/r�IN`,AL11j1�w` Pmlaou FtK*f�s, marc. y- 3-k y� pes,� �. Steel.A36' 316• 0.050• ALYNNMILLER,P.E. SH-5500 NTS 2 OF 13 MD-SH5500-01 B P.E.a 58705 CERT.OF AUTH.019298 TABLE 4: TABLE 5: T 6: 01.n1y6. a-5-n Design Prwure.110141 01.17716.. D- nPrawn.bsW a is We s_HOOM atd.7y6.. Deslpo Pr66wn.bWW 3.a Tae a.1D0l.wl ItenpeO wn4.r R•,V•0.1 w�io-wi 6.7a8 �0"^ DDm4e 52135 +1-50.0 1° .65.01-70.0 �YtC V171 AS Epd1aY 1119I -05.0 -m0 .65.0 •m.0 AkIL Vit R1 Ftr O11w10twi 51711•kn &r Cdte17 x517.15.170 .510 -m0 M&o -7o.o PC Fa yn aw X141 eb- ae E-14. tt.d3•MA" -13A -700 105.0 10.0 SEE TABLE 9,SHEET 8 FOR st.Da.d Ei..rr 11.77•tt.s17 .060 -mo -45.0 .Ino SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. TOI441 23.571.2L M .65.o -mo .45.0 .70.D ANCHOR GROUP AND QUANTITY. i vj 17.317.17.5 -660 -A.D - o .. A 1 D sro0171 +1.77.14.5110 -050 -70.0 -65.0 -700 TWI O V.ae3-X1511 w10 -mo -65.0 -m0 C17-Stm X517.37.317 .65D .70.0 -45.0 -700 &ddr4*Aw 21517-211.50 -X5.0 1.70.0 .OSA .70.0 HEADER E6d10e1 X.517-X516 .1050 -70.0 -OSA -m0 11 HEADER SY PO 11317-X.50 .650 -m0 -SA •7110 Y3 a-zk. 44517-17.614 N&o -17.0 •e6.o -me 23 3144171 11.377.1450 -4S.0 -7110 -105.0 :iiO TOW ]1#3.15.511 -15.0 -mo -65.0 .70.0 St6Yr4, 21,517-31.517 HS.O -70.0 445.0 J00 e� Equ 1ft 2D.517-2L316 .35.0 -70.0 -45.0 •70.0 O MEETING RAIL a SO-I P17a60 17.517-X316 •65.0 -71.0 .45.0 -mo MEETING RAIL ctxt Size 44317.TS0 -650 .70.0 -0.0 -m0 O 26 0 T C--Isk. 14517-14 514 .X40 .m0 -No -mo Y7 o € 51mee.1 11.377-lute -1050 -m0 -a6A -700 OREFeJR Taftd X101-7.513 .65.0 -mo -0X.0 -mo ExTER10R Vl ° s1..e.aCd117 21517-X 207 -OLD -mo -105.0 .720 1 ° O 23 Y E"W. 21517•X510 -bio 1-mo 1-46.0 1-MO 23 JAMB t m tel...sa. Xst7-rile .61.0 A�.O .0 -70.0 JAMB FFE .625 SbiO�O Pitres. 17.517-X.3110 .660 .0 -m.0SASH ak. 14517-17.510 -10&0 o -70.0 E ERDR S)HHEIGHT 1-Sk. 1517.44.50 .53.0 10 -m0NEIGNT 8`101017111.317.t516 .10&0 s.o -70.0TOW 311.517.41,044 .05.0 6.0 .M.03CdtW 31.317.30514 .610 .o -70.D23- EpaHw X517.31.514 -4&0 1.0 -m0 23 p- X517.21.60 -630 .0 -m.0SILL odlan Sk. X617.3314 .050 A -ra0 SILL - 0-sk. 17.517-X516 -06A -7M0 45.0 -m0 c--sk. 11517.17514 .610 .70.0 445.0 4111.1 C tde sea 11017.14515 -430 -70.0 -MA 4T.3 511011171 114101.17.016 -4io -m.0 .es.o 5415 TOW 39.311-HAM -450 •70.0 446.0 -m0 OaNtn Sk• 36.511-30.50 -1050 -70.0 -GOA -m0 0 EOapft 36.317.34.515 4450 -70.0 -65.0 -m0 75 C171Dm Sk. 32317.36.514 N5o •m0 .55.0 -m0 SECTION DETAIL FOR WINDOWS WITH suadawww X517.33.5110 -410 •70.0 -WD -mo SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5.6,7&8 wanak. X517-27.515 - A -m0 .10&0 -DT3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5.6.7&8 (REINFORCEMENTS SHOWN IN FIG IRESABOVE sn°117t 215110-m51e .e&o -mo -X6.0 445 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES b Ea+uln 34517-H.w. -70.0 .e6.o -7X0 APPLY TO ALL FRAME TYPES 6 CONFIGURATIONS) 44 MO-sm. 11517-31516 -es.o -no .46A 47.3 CONFIGURATIONS) satdddPisid7 Sane-353110 -e&0 .m0 -a.0 10X5 PROIDU47REVISED 17.110 Tdr.1 --.1.1044 -wo -mo MSA 4165 m<0mP17i115 with th.Florid; SEE TABLE 10,SHEET 9 FOR ANCH OUP AND QUANTITY. Mnl��r b I - 0 "MIN.SASH HEIGHT•WIN ►VB I MT 50.136 E Date ,ct � -Tc N,?,, ;•' •-'P ' trfi�t Prednct *: No.58705 NOTES: ;pQ 1 �' '�u; 1o7oTECHNOLOGYDRIVE DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �/ N.VENICE,FL 34275 _ _ '�%l1ONAL E ` cOP7mot17�X,7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ii SS1 11� (941}49o-160D 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN !l TI11I111511 rc7 no11erRr,0,nC. ScDl4: SA6•C ALL RI0M NEeEIrv® 0-f.9 AID R.r. ON THE TABLE. A.LYNN MILLER.P.E. 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