The URL can be used to link to this page

Home My WebLink AboutPLANS 1RECEIV'D MAY 12 7017 SHOWN INSTALLED THROUGHIX SUCKSTRIP FLANGE FRAME SHOWN BU HEI( EQUAL LEG FRAME SHOWN — EDGE DISTANCE EMBEDMENT y EMBEDMENT EDGE DISTANCE IS L 1 OPT. SASH TOP J uFT RAIL NO ANCHORS REQUIRED IN FIANGEOR EQUAL4.EG FRAME SILLS i I VERTICAL SECTION B-B SHOWN INSTALLED DIRECTLY TO SUBSTRATE SCANNED BY St. Lucie County BUCK WIDTH HORIZONTAL SECTION A -A SHOWN INSTALLED THROUGHIX BUCKSTRIP INSTALLATION NOTES: 1) SEE SHEET I FOR SPAGNG REQUIREMENTS. 2) SEE TABLE(S) ON SHEET FOR ANCHORAGE AND ��R�N��// SUBSTRATE REQUIREMENTS, Lll—J 3)GLA SHIM THICKNESS TO S RAT Q 4) GLASS SHOWN IS FOR MET DESIGN PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN FLANGE REQUIREMENTS. FRAME 5) FIN ANDIOR FLANGE MAY BE REMOVED TO CREATE SHOWN OTHER FRAME TYPES. agg Ailik OF INSTALLATION THROUGH EXTERIOR THE FRAME, INTO METAL V EMBEDMENT EDGE DISTANCE C:a 5" to i I" •Fly A. LYNN MILLER. P.E. P.E.155705 EDGE DISTANCE SHOWN INSTALLED THROUGHTHE FRAME J-CHANNEL j� SHOWN FRAME II II EMBEDMENT J El lS 21 OPT. SASH TOP LIFT RAIL BUCK HEIGHT EXTERIOR FIN FRAME SHOWN SHOWN INSTALLED THROUGH THE INTEGRAL FIN [-- EMBEDMENT --j VERTICAL SECTION D-D OPT. SASH BOTTOM LIFT HANDLEILOCK L EDGE DISTANCE EDGE DISTANCE 1 SHOWN INSTALLED SHOWN INSTALLED THROUGHTHE THROUGH THE INTEGRAL FIN FRAME FRAME III- -- BUCK WIDTH SHOWN HORIZONTAL SECTION C-C EXTERI b _.._ INSTALLATION THROUGH THE FRAME, INTO METAL I j To CERT. OF AUTH. d282S6 1070 TECHNOLOGY DR! N. VENICE, FL 34275 MENT INSTALLATION NOTES 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLETS) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4'. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. FIN EXTERIORFRAME SHOWN _ INSTALLATION THROUGH THE INTEGRAL FIN. INTO METAL ,111';•4,�,"Ih. VINYL SH WINDOW FPA (IMP. -RESIST.) J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI i.:EC Wit, A LYNN MILLER RE NITS ] 1 4 OF 4 jo z1 FPA-5500.0 p = P.E156705 TARLF 9• ANP. O A INRTAI I On TNRnI VAI WIAMC Anchor Substrate Distancement Min. Edgeg0.0348-(2DGa.) . S (steel, 1" S.S. or 410 S.S.) Max. � of 50.0 P.. Southern Pine (SG-0 71 8"' Steel, A38 318"" Steel Stud, A053 Or. 33 3/6' Aluminum 6063 75 3/8" 4Ga.rR12 SMS (steel, 168 S.S. a 410 S.S.) P.T Southern Pine (SG=0.55) 0116"" Steel, A38 Steel Stud, A863 Gr. 33 318'" 3/8° 0.0348" (20 Ga.) Aluminum, 80113-75 3/11' 0.0713" 14 Go. 3/16' Ultracon (steel) Max. DP 0160.0 P.T. Southern Pine (SG=0.55) 7/16" 13/S' Concrete (min. Z85 ksl) 1" 1-vir Ungrouted CMU, (ASTM C90) 2-1/2" 1414' 1/4" Ullracon (steel) P.T. Southern Pine (SG-0.55) 1° 1.4/8" Concrete (min. 2.65 ksi) 1" I-W, Ungmuled CMU, (ASTM C90) 2-11Z 1-14" Concrete min. 2.85 ksl) 2-1/2" 14r4" lie Crete -Flex (410 S.S.) P.T. Southern Pine (SG=0.5 1' 1918" Concrete (min. 3.35 ksl) 1" i v r Ungrouted CMU, (ASTM C90) 2-1/2" 14le Concrete min. 3.35 ksl) 2-1/2' 1-W 1/4"Aggre•Gata (189 S.S.) Concrete in. 3.275 ksi P.T. Southern Pine (3•0.55) 1-1/2" 1• f'318' 19I6" Uncrouted CMU. (ASTM C90 2• 1.1/4" SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES ANDANCHORAGE FOR THAT BLOCK (SIZE FROM THE TABLE ON SHEET I. ,rn,u,�ncr WIDTH T. ,Demo WIDTH )-- T %� aAolusrav raxm �� op ",win TABLE A: REINFORCEMENT TYPFS Reinforcement Lave) UpperLite Lowerute Bottom Roll Top Rail Bottom Rail Side tiallB R1 B A A A R2 C A A A TAR) C %-ANMnRS INSTAI I On THR1111PU INTCGRAI CIV Anchor Substrate Min. Edge Distance Min. Embedment 2-1/2- x .131' Common Neil Max. OP of 60.0 F2.10 P.T. Southern Pine (SGR.55) 9/16, 2.7/16' x .131• Wng-stank Nall P.T. Southern Piro (SG=.55) 9116, 2-7/1G 2-1/Y x .145 Roofing Nail P.T. Southern Pine (SG=.55) 9/16• 2-7/16' 010 EMS (sled, 168 S.S. or410 S.S.) P.T. Southern Pine (SG=.55) 3/4' 19/e• Aluminum, 6063-T5 3/8" 0.0713• (14 Ga.) Steel Sled, Gr. 33 318• 0.0346• (20 Ga.) Steil, A36 318' 0.050' ANCHOR NOTES: 1)-UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 2) PANHEAD. FLATHEAD OR HEXHEAD ARE ACCEPTABLE. 3) ANCHOR LENGTH TO BE SO THAT A MIN. OF 3 THREADS EXTEND BEYOND THE METAL SUBSTRATE. 7!B' NOM. 5116" A/A PVB — 7/16" AIR SPACE 118' ANNEALED OR TEMPERED GLASS DURASEAL, SUPERSPACER OR CARDINAL XLEDGE 1070TECHNOLOGYI N. VENICE. FL 34275 5/16' A/A PVB — 3/8• AIR SPACE 3116• ANNEALED OR TEMPERED GLASS DURASEAL, OR CARDINAL XL EDGE GLAZING TYPES GE-7700 OR I EXTERIOR TYP. GLAZING DETAIL REINFO(RCE�NT TYPE A —17/e'NI—O—M��I� 7M"G� rl II I I REINFIIUIORCE^NTIITTYPE B PVB INTERLAYER MANUFACTUREDeY DbPONrRX. WA KUMMY AMERICA. INC,] ~ VINYL SH WINDOW FPA OPTIONS _ $ 12113/14 WSKI GLASS/ANCHOR OPTIONS o% J ROSOWSKI SH-5500 IA NTS 111 2 OF 4 10=1 FPA-5500.0 REINFORCENT TYPE C .:lllilii!l v/l Y� A LYNN ),(kIFR P.E. B. SEE SHEET 3 A. SEE SHEETS B m SEE TABLE 1 28' O.C. MAX 2* MAX 1+ 17.867' MAX. O.C. Q I MAX B HEIGHT TABL X A Ur MAX. O.C. / 13MAX D.C.�l IND ANCHORS AT SILL ELEVATION FOR TYP. EQUAL LEG FRAME, EQUAL-LITE CONFIGURATION JCK SEE :I GENERAL NOTES: SERIES 5500 IMPACT RESISTANT VINYL SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) ALL WOOD BUCKS LESS THAN 1.112- THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER (EOR) OR ARCHITECT OF RECORD, (AOR). 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNGFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4) MAX.1/4- SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. B, BE SHEET A. SE SHEET E SEE TABLE 1 28' 12• MAX' MAX f-•— O.C. 3 3j 12'L. / 1ZB=O.C. O MAX. B HEIGHT TABL C 1D :7A%'OA "ANC�HORS 13.773' AMAX. O.C. 6.1 ELEVATION FOR TYP. FLANGE FRAME, PROVIEW/ORIEL CONFIGURATION (COTTAGE SIMILAR) TABLE V MAX SUCK WIDTH SEE TABLE 1 2'MAX D. SEE --y 4-MAX O.C. SHEET4 C, BEE I SHEET4 T 1 W MAX J I MAX BUCK 1CX O.C. HEIGHT SEE SEE X /� TABLET T MAX —y r- ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME EQUAL-LITE CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) Window Buck Size Width Height Configuration Relnf. Level Design Pmaeu a Certification (CAR) Number (+) P� (� Pg 52-1/8' 84' EquaNite R1 50.0 50.0 190.265, 1028 52.1/8' 84' Std. ProView 52-1/8" 91-13/16" Custom Sash 52-1/8" 84" Equal -life R2 65.0 70.0 190.286, 1029 52-1/8" 84' Std. ProView, 52-118' 91-13116"1 Custom Sash VINYL SH WINDOW EPA (IMP. -RESIST.) g 12 x GENERAL NOTES 8 ELEVATIOONS 3 J ROSOWSrJWSKI ® vs N. VENICE. FL 34275 SH-5500 INSH-5500 NTS'N�1OF4 Iozl FPA-5500.0OF4 lozl FPA-5500.0 SWIPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. "IJrn nU"' A LYNN MILLER. P.E. P.EE 58705