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HomeMy WebLinkAboutFIBERGLASS DOOR - SINGLE HUNG WINDOW PAPERWORKYEOlFl - " I. IMPACT RESISTANT GLAZING OPTION- IMPACT RESISTANT GLAZING SYSTEM MAY SE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WTHOUT DECORATIVE NSER15). GLAZING SHALL BE 1/4' POLYCARBONATE MAMMUM GLAZING DIMENSIONS SHALL BE 11' K tY CUTOUT, FASTENED WITH /8 X 1' SMS 3X ALONG WE HORIZONTAL AND 2X ALONG THE VERTICAL SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. L NON -IMPACT RDSTANT QAZING OPTION - .090" MINIMUM SSS GLAZING IN MOLDED FRAMES SCREWED TOGETHER WTH A MINMUM OF (10) /B t' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC WIND PRESSURES SHOWN ON THIS DRAWING. GAZING SHALL HAVE A MAXIMUM HEIGHT Ol' 1069' AND A MAXIMUM LENGTH OF 1&94% GLAZING S NOT IMPACT RESSTANT AND DOES NOT MEET THE REQUIREMENTS FOR MND-BORNE DEBRIS REGIONS. 3. MY_ OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.C. MUST OVERLAP TOP APED BOTH ENDS OF PANELS MINIMUM 7/16- TO MEET NEGATIVE PRESSURES. A KEY LOCX, SIDE LOCKS, OR OPERATOR MIRED. .OUVEA OPTION - .040' MINIMUM LOUVERS IN -__DED FRAMES SCREWED TODEMER NTH A MINIMUM OF (10) a!B 1' SCREWS INSTALLED IN THE BOTTOM SECTION.'Lauwt6 ARE NOT IMPACT RESISTANT AND 00 NOT MEET TILE REQUREMENTB FOR WND-BORNE DEBRIS REGIONS S. SECTION STEEL TO HAVE A MINIMUM 26 GA THICKNESS. 7. THE DEVON OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR WE BUILDING OR STRUCTURE AND IN ACCORDANCE WIN CURRENT SUIUDNG CODES FOR THE LOADS USIED ON THIS DRAWING. & DOOR JAMB TO BE NNIMUM U4 STRUCTURAL GRADE LUMBER REFER TO JAMS CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. MR LOW READ ROOM LIFT CONDITIONS, TOP BRACKET SHALL BE A 13 GA LED 7/4 LOP BRACKET WITH A MINIMUM OF (3) 1/4-14x7/8' SELF DMUJNG CRMPTITE SCREWS IN LIEU OF WE BRACKET SHOWN ON THIS DRAWING. U-BAR ON TOP SECTION SMALL BE INSTALLED ON TOP OF LHR TOP BRACKETS - CIJPERIMPOSED DESIGN PRESSURE ADS ON SUPPORTING STRUCTURE -•RJR I DOOR IWOM HEIGHT UNIFORM LOAD EACH JAMB (PLF) f1'-0' ALL #2924 -32&0 Iw_G*I ALL I #309.6 -SIN.] 13 CA HONZ ANGLE GA END STILE 13 CA FLAG ANGLE 15 CA MIN HORIZ TRACK 5/16.1-5/8' LAG SCREW (MIN 4 // AS SHOWN) (4i1EM4 TRACK BOLTS OORR 1/4-20 STUDS WT1 1/4-20 HEX NUTS 15 GA MIN VERY TRACK 1/4-20X9/16- TRACK BOLT AND 1/4-20 HEX NUT AT EACH M-US JAMB BRACKET LOCATION DOOR 5T11yyry..SSEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS WITH OTHER SECTION OUMTITIES AND SEE N07ES 1 AND 2 THIS SHEET FOR GLAZING OPTIONS 20 GA CENTER B27EL 18' DOOR SHOWN. SEE SHEET 2 FOR HINGE AND STILE LOCATIONS ON OTHER SIZE DOORS. .JAMB BRACKET SCHEDULE DOOR HEIGHT N0. aF SECTIONS BRAC(ETS (EACH JAMB) BRACKETS MEASURED FROM BOTTOM OF TRACX ALL DIMENSONS 1 Y) 0-0 4 7 -US 10 JB-US 21-3 ♦ JB-US 29- 4 JB- S 39 JB-US 4B JB-US 5 -1 ♦ JB S 7-0 4 ] JB-US, 1 JB-US, 21-3 4 JB-US, 29-3 4 JB-US, 42 JB-US, 52-1 JB-US. 0}1 4 JB-US -8 5 9 J- J- - - - 6- 5 9 JB-U5, 10 JB-US 21-3 4 JB-u5, 29-J 4 .IS -US 39 JB-US, 4B Je-US 9-1 . " 66 J3-US 75-1 2 JB-US 8-0 EE Ult,BELOW mL US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED Tb TRACK WTH 1/F200/16- TRACK BOLT AND NUT AS SHOWN ABOVE. DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETARS. RECEIVED FILE NOV 3 0 ' 3?a I ST Lucie County, Permitting MIAR A 121.. PE Y501 5. SiAtE HNT IRI. SUM 2W TL PEE Lcrosv6Ll2eI)SMI__ — — - 1X PE Imn IMMt PPCFES M ' EHtlN WS SELL PRO W OWY M Mffi Lm W KWIR0,.9 CWWRMTWN OETALS MODIFIED TITLE BLOCK GLAZING BY :ie C Ways,® DESIGN (PSF): +34.40/-38.30 MAX WIDTH: 18' DATE NAME ` TEST (PSF): +51.60/-57.45 MAX HEIGHT: 14'-0" DRAWN 1 5/23/06 CRT �tOn IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21' CHECKED 1/22/07 MRB MODELS 8000/8100 SHEET 1 OF 2 D' 3395 SIGN OF_OV SON DRIVE COR DRAWING PART N0. REV. 'ENSACMA. FLCROA32514 WINDLOAD SPECIFICATION OPTION CODE 1142 - �97n99 Ca I 9/ U1 IQ 2) 13 GA COLWERCIAL'A• 1 INANE TOP BRACKETS EACH 1TTA%E YATH 14a7/e' iEIF DRALMC CIULd'(4)1/4- TIE SCREWS '�• / WO (2) 1/4-14a7/9• DETAILE F DRIWNG CRWPRTE SCREWS )NSDE OF EACH INSOE ENO HIN E' STEEL ROLLER WITH 9• fYTADE - 144 OR EQUIVALENT STEM AND I/15' PUSHNUT AT EACH RgC .00ATION. • 1�4MMAX BETWEEN I FRAME( uN A. SAMd'1. PE 2%1 S. STATE X. 121. SURE 2W _--LEY45VRLE`TXJW57 IX PE IMx9t PROfE55i0N.LL NG'.R'S YAL PRPA W ON.Y Ppi .Po MDN OF WNOLOAD CONSTRUCTION DET l& WE SCREW MONATE (8) sEmm DOORS WITH (1e) 3. 1e GA eo Ks U-BARS LOCATED AS SHOWN (7) SECTION DOORS NTH�1 (14) 3' iB GA SO KM LOCATED AS SHOWN .I S6) sEC1I0N GOGRS WI (12) 3 IB CA SO KS! U-BARS LOCATED AS MOM S5) SECTION DOT!,WITH (10) 3 18 GA 80 KS 1 LOCATESHOWN AS SHOWN 11 S4) SECTION DOORS WITH (8) 3 18 CA 80 KS U-BARS LOCATED AS SHOWN (A(TTAC�H U-BA//R88l SE LF DNLIINO 1CRILfPTITE SCREWS AT EACH STLE LOCATION, T1P. 6/29/07 :D DETAIL E SHEET 2 GLAZWG ADDED MAX ING DIMENSION TO .S SHEET 1. MOOIFlED i BRACKET :DULE. ADDED TRACK LAG CDNNECTION 11/10/07 IODIFlEO LOUVER DN. ADDED TEXAS VSE NUMBER TO BLOCK. 9/19/08 IPDATED TITLE BLOCK IMPACT GLAZING Wa N DESIGN (PSF): +34.40/-38.30 MAX WIDTH: 18' DATE NAME TEST (PSF): +51.60/-57.45 MAX HEIGHT: 14'-D' DRAWN 5/23/08 CRT Off■ IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21' CHECKED 1/22/07 1 MRS MODELS 8000/8100 SHEET 2 OF 2 TSION OF OVERHEAD DOOR CORF DRAWNG PART NO. I REV. 3395 ADDISON DRIVE- ° NSACOLA. FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1142 327022- _P_4 (850) 474-9890 _ _ _ _ _ plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING 'IMPACT" GENERALNOTES 1. This product has been evaluated and Is in compliance with the 5th Edition (2D14) Florida Building Code (FBC) structural requirements Including the "High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shat be as fated and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the'IiVHZ" this product compilesvrith Section 1626 of the Florida Building Code and does not require an Impact resistant covering. 4. When used In areas outside of the *WW" requiring vAnd bome debris protection this product compiles with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level V and includes Wind Zone 4 as defined in ASTM El996 and Section 1609.1.2.2 of the FBC. 5. For Zrz stud framing con tnscHon, anchoring of these units shau be the same as that shown for Zx buck masonry construction. 6. Site conditions that deviate from the details of this drawing requ'ue fudher engineering analysis by a licensed engineer or registered architect. „I 7. Outswing configurations meet water infittrafion requirements for"HVHr. L InsvAng configurations do not meet the water Infiltration requirements forthe "HVHZ. Insuring units shall be Instated only in non -habitable areas or of habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sit Is less than 45 degrees. TABLE OF CONTENTS SHEETN DESCRIPRON 1 T icalelevation. tlesignpressuresAgeneralnotes 2 Door panel datalh 3 Horizontal cross sections 4 vertical mm sections 5 Buck and from anchoring- 2X buck masonryconshuction 6 Pameanchaim ix buck masonry construction 7 BM of materials &components NOV 3 0 2018 37.`,R MAX OVERALL FRAME WIDTH m x i r SCANNED BY St Lucie County + -MA, DESIGN: PRESSURE (PSE} DESIGN DIMENSION POSRI_VE NEGATIVE,'. 37.50" INSWING x +47.5 -47.5 82.00" 37.50" OUTSWING x +50.0 -50.0 80.50" qqq e� '' d '3srm 'e ism 22 VIZ s>°� gdm E 9mo Sdo i ma`o W. FL-15180.11 ST. Lucie m 0 L`Um=7lEEL§l--i(m=D:llmlc lvmm A \ N0. ai108 Lndan F. idt N INC. P.L Na Iv u Z FlPIIASTPR5 BI ING CM6UlTAN15, MM V o j0 1 6 2T 15 UPMTE 10 SIN m. A14 MO JK DOOR PANEL DETAILS vu P.O. EPx T . Vat"W, FL 5 95 1.+ NO DATE EIY PMna Ne.: �13.0.59.9191 REVISIONS MPE CA No. 9915 _ _---PTO _-A/ � _ . mom,_„_a. <LL13S _,__aQ� . yp 'STN _ _ o_ - ` \ ) | § - m_ __ !| L• ©,. ` �s - X | VdM Am •---fie e■ ) _ NOLDY,� �� _a , � k (~§ IL . 2 - nem )~: ® ) « / \ . a \ | | : ! _ __ e 'Up // ^ , M , LZ _ , §\ i | ) • - - ,. ( m 14 ♦ S� O a A 1 _. V z Z � alp m 1-1/4'NN. DAB. PYP-1 A m PN � O A �w e N i :1 Na�330B •3 9is uPam; m 5iN PMf ORLY:.mNno.P.�PJ.SCMa.NBmBldmy M CROSS SEPONS JW —B MASi000 Ph...te.W2:10�N�,/S/ U/V/La/Tl/IA/Nro%�R1, 1, FL3�IN1�1C11•.1\ �\5'r9,�51F NO DATE � 81183B.B1BT TYP. HEAD &JAMBS _ MASONRY OPENING D(BUCK — — r _o f RUCKANCHORING STRWJAMB S CONCRETEANCNOR NOTE: Concrete andrabcaRom of fhe comers may be arlJusted to malntaln the min. edge distance to mortarJoint- -. Concrete anchorkrcaff=noted as MAX ON CENIFJP• mass be adjusted to maintain the min. edge dfsfance to mortarloift addWonal concrete anchors s may be mqufred to enarre the MAX. ON CENTER"dlmerWon are not exceeded. 3. Cona ate anctwtoble: nss ® 1/P' 1.1/4 1" P TAPCON ELCO ® 1/4 1.1/Y 1" 4" ULTRACON WOODSCREW NSTAILANON N016: Mc(ntain a minimum 5Aredge crafance. l"end cWance, & I"o.c spactng of MASONRY OPENING FRAME Mi FRAMEANCNORING MmomyUbuckoomhuclion I _o HMGEJAMR HINGE DUAU. n m+� d LL z�n m 0 �my�n �ggmd iNIS 3 ddoa d efE x sr Ub ; AMC ma Q FL-15130.11 ° -Av", y z -di z J TYP.HEAD &JAMaS q MASONRY7 OPENING ft d I.d FRAM E HWGEDkTArL Ix BUCK O SnWJAMB FRAMEANCHORING HINGEJAMS M=niy IX btxkcondmction UiCII A IP'nm'TS*TAIL 0 Ca dl� ft mmf�)�& fo� ft 'MAX ONC��Mwt=ede6 ARANCT AfMCW -T I.,Z I I/C 1-1/4. Ir !�.1�0242 12 'z Ir JK tZ 11'r 1-1/c 1. LA 1 80 .1 5; Oil TArCON BILLOFMATERIALS mmt D= WWN MANRM A 1XBUCKSG> 0.55 WOOD B 2XBUCKSGr--OSS WOOD C 1/4•MAX. SHIM SPACE D I/4°X23/4• ELCO OR BW CONCRETE SCREW STEEL E MASONRY -3,000 PSI MIN. CONCRETE CONFORMING70 ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16'X3-I/4• PFH ITW CONCRETE SCREW STEEL H 1/4'x3-1/4"PFH ELCO OR IIW CONCRETE SCREW STEEL I I1 r X 2-1/4" PFH ELCO OR IIW CONCRETE SCREW STEEL 1 IX X33/4• PFH ELCO OR ITW CONCRETE SCREW STEEL K 09 X2-1/2 PFH WOOD SCREW STEEL L #BX2-i/T PFH WOOD SCREW STEEL M 98 X T PFH WOOD SCREW STEEL 7 FORCE 5 WEKTHERSTRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL FOAM 9 4° X V BUTT HINGE STEEL 10 #9 X T• PFH WOOD SCREW STEEL Il #9X3/f PFH WOOD SCREW STEEL 2D FINGER JOINTED PINE FRAME HEAD & HINGE JAMBS WOOD 21 1 POLY FIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 23 DEADBOLT STRIKE PLATE STEEL 29 OUTSWING THRESHOLD BY OLP ALUMJWOOD 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. PVC 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY UP ALUM./WOOD 40 DOOR PANEL- SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCBON DETAILS i.,.w.� �I I� Ey F^2a6•2z-�i 20 s SID bmb �F^2/4•4 213•—I 21 EAD& SDE Poty tbmlc i rom ismx!ms �, al c"mol I &Z DIUSUlIE INSHSNGiN2E.SN01D m1swom"'mall'.11 yOUISWING IHRESNOTD 6YDV S L =A Nj id Lc ♦♦♦_ • n FL-15180.11 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ..... I GLAZING DETAIL................................2 SECTION VIEWS.................................3 EXTRUSIONS & B.O.M......... _.............4 ANCHOR SCHEDULE & NOTES ........ 5 INSTALLATION DETAILS....................6 SINGLE HUNG - LARGE MISSILE IMPACT MAX SASH WIDTH GENERAL NOTES 1. TO HEREIN IS TURE0 MANBC), WINDOW SYSTEMS CODED BUILDING CODE CURRENT TO COMPLY WITH THE BUILDING COMPLUCTSH THE I HA E HIGHANE ONE (HV EDITION INCLUDING THEE4 MISSILE LEVETY L D IMPACT USE AS DEFINED IS RATED MISSILE LEVELDIMPACT USE AS DEFINED OCALAS.CC 34474 OCA A. FLORIDA 1996WINDPER THE FED. IN ASTM E 1896 PER THE FBC. SCANNED W W W.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) BY 8100 PVC 3. CONFIGURATIONS:'000. SINGLE HUNG St Lucie Coun 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASST GLASS TABLES ASTM -POSITIVE DESIGN LOADSDS BASED ON, TESTED PRESSURE, WATER m N INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. i 3 o 5. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED c ' D Q IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WWDLOAD DURATION FACTOR Od=1.6 WAS USED FOR WOOD w m d ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE cc�� Ti e NOT REQUIRED. o �' 7.ALL SEALANT o - ¢ RLLAND JAMB.SMALLJOINTBEAM USEDA FIXED MEETING USED AT FIXED MEETING RAILAND JAMB. a � B.SERIES / MODEL DESIGNATION SH-8100. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: I"¢I UC X= OPERABLE SASH, O = FIXED SASH m ' ¢ C ` 10. SECTION CALLOUTS APPLVTO ALL ELEVATIONS INA SIMILAR "111iii1ilj LOCATION. P` RE six DIV 11. EXTERNAL WEEP SLOT -1/4'x 1-1/4' LOCATED 4' FROM BOTH ENDS. EN3F. Qy, 5" N. 58201 ' 1 RECEIVED Lucas A. Tumer 2015.04-11 15:15-04:00 `9' : ¢ Z9; STATE OF .4/ o*...k < O R 10. 0�,9 saq NA>;�„a�l z2 4/11/2015 ��11 NOV 3 0 M8 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE, ST. Lucie County, Permitting NORTH PORT, FL 34288 PH. 941-380-1574 DESIGN PRESSURE MAX. UNIT SIZE RATING IMPACT RATING 51-7/8" x 61-3/4" +/- 70 PSF I LARGE MISSILE IMPACT GENERAL NOTES AND ELEVATIONS BAT 06/18/12 GY. ET. CWS-812 B SHEET 1:15 tOF6 1bm WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT N_ N f' $ao 716' OVERALL INSULATED GLASS 7/8. OVERALL INSULATED GLASS m t1W ANNEALED OR TEMPERED 11W ANNEALED OR TEMPERED N 2 7/16' AIRSPACE ]A 6' AIRSPACE c O 5/16' LAMINATED GLASS —&IV LAMINATED GLASS °� N *D"URA ALED 1/8' ANNEALED w 0 L INTERLAVER BY DUPONT .WT PVB INTERLAYER BY DUPONT i 0 ALED 1/A ANNEALED u � w LBYTRUSEAL DURASEALBYTFUSEAL GLAZE'M OR SIKAFLIX 552PURFECT GLAZE'W OR SIOREX 552 m Q Z55 BRE 1 12' GLASS BITE ,`A..AOREly r��GEN.... �:�d No 5B20t •�11: '.� FIXED LIFE SASH LITE 411 1�216 LUCAS A. TURNER, P.E. FL PE B 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941J80-1574 SH DE6CNPT ON: GLAZING DETAILS DRAWN Y: ATE: BAT 06/18/12 o ar. CWS-812 B scALE: SHEET 1:1 20F6 INTERIOR �N���S �^ 1900SW 44THAVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4 3 8100 PVC SINGLE HUNG IMPACT tz 143 S 1 m m SECTION B-B N NOTE: VIEW, a ry o SIDE SHOWS SASH SECTION RIGHT SIDE SHOWS SASH SECTION VIEW. 3 �' w w 0 w a � 14 gg w Q of V w 4D a � W ¢ O m ¢ Z 1 INTERIOR `4p1ORE1a��T� 9 B `JJ4p..yYO............. No 5B201 �;A . �9; STATE OF .W 66 —' 6 3 z� 3 n 41112015 LUCAS A. TURNER, P.E. 2 4 FL PE 0 58201 1239 JABARA AVE. o NORTH PORT, FL 34288 PH. 941-380-1574 SHE D APT . SECTION VIEWS SECTION A -A PAWN BY: DAT : BAT 06/18/12 W C: E .: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B `'D"1Et SHEET 20, 25-26, 3"7, 44, 51-52, 55.56. 64, 67-68 12 30F6 3118' 1 15118' 1 I-�23116' 2 3 8 f0 21106' 4 1/16' f/18' O 6' LINE ITEMS NOT USED: 5, 7,11, 15-17. 21-22, 29, 31, 33-36. 41-43. 46.49-50, 55, 57-61, 89 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. PVC FRAME FLANGEi 31 7/9'—may B/, 3 16' REINF-, IMPACT HOOK -1112 1 5H 8' 0 7/8• L IMF PVC SASH STOP- 602 y,e'1 I T v1s• REINF. S.B.RJS.S.R.-1498 PVC SASH BTM. RAIL.6028 7 3�16' [� 1 , se• 0 vtc PVC SASH SIDE RAIL- W04 "�ILIT 1 1/16' PVC SCREEN CATCH -6013 3/4- i 6/16' 1/16• J___ REINF. BTM RAIL-16N 0 3/16' O 1 WIT �5'— 6 7/1� ,/i6' IMPACT HOOK,.. S-1577 PVC SASH TOP RAILa027 2Ea� FNfED RAIL-1M 9/18' 1 yi 04S PVC FIXED RAILCOVER-6063 rI/1-II L ms• REINF. TOP PAIL-1497 4 CORNER WEID (ALL IDES) 12 @4 11/8'y s16' I 19 PVCSCREENSUPPORT-6014 1/4' h- I 14 PVCGLAZINGBEAD6 U 2—� &16' 3. r ° SCREW suPPORr4113 1900 SW 44TH AVE. OCALA. FLORIDA M74 www.cws.cc 8100 PVC SINGLE HUNG IMPACT No 58201 STATE OF z:2-1 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS BAT 06/18/12 YGC fl CWS-812 B SHEET 12 40F6 6' MAX (TYP, ��� 1T MAX. O.C. (TYP.) 6'MAX (TYP.)� I I 1 4' (TYP.)- 4' (TYP.) - NOTES: MAX D.C.I o (TYPE I I O I I I I Y ^ 4 I I I LOC. YPJ ANCHOR LAYOUT- (FLANGEI 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE ,,ONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. —SEE NOTE 2 —INSTALLATION ANCHOR ITYP.) -•- �NfG WJI THAN 1/16' IS PRESENT. LOAD BEARING SHIMSSHALL BE 1NCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IXWOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CIVIL REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7, A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, 1' FOR WOOD AND METAL 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMAWDMA 300(E)(TERIOR DOORS) 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CWS.CC 8100 Pvc SINGLE HUNG IMPACT No 5S201 STATE OF 4,x� 1 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL34288 PH. 94"80-1574 SCHEDULE AND NOTES BAT 06/18/12 /GM RE.: CWS-812 B SHEET 1:15 5OF6 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 R SEMANT BEHIND RANGE BY INSTALLER 1/4' MAX SHIM INSTALLATION SEE TABLE 1 SEAIANTSEHIND FLANGE BY INSTALLER t�A1 VE"TICALSECTION B TWICALSILL ANCHORAGE MAX SHIM TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATETYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MN.) N16' RW TAPCON 1-112' 1-1/8, HOLLOW OR GROUT -FILLED CMU (117 PCF MN.) 3/16- IIW TAPCON 1' 2' CONCRETE (2.85 KSI MIN.) 3/16' ELCO ULTRACON 1' 1' GROUT -FILLED CMU (ASTM 090) 3116' ELOO ULTRACON 1-1/4' 2-1/2' ZXMIN. SOUTHERN PINE (0=0.55) 3116' RW TAPOON OR ELOO ULTRACON 13/8' 71W 2X MIN. SOUTHERN PINE (G.0.55) #10 WOOD SCREW 1-318, 7/8' 16 GAUGE (0.060-) MIN. STEEL STUD (33 KSI YIELD MIN) 910-16 HILTI KW 8(-FLEXOR RW TEKS SELF-DRILLNG SCREW FULL THREAD THRU 0.060' 7/16' 1/8' ALUM. (W53-T5 MN.) OR 1/8- STEEL(33 KSI MN.) #10 GRADE 5 SELF -TAPPING / ORBLNG SCREW FULL THREAD THRU0.133' 7/16, �1 HORIZONTAL SECTION B CALJAMSANCHOBAGE C HORIZONTAL SECTION 8 BOXY — HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT No $B201 STATE OF zx 4/11/2015 LUCAS A TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL34288 PH.941-38G-1574 INSTALLATION DETAILS BAT 06/18/12 De Ev.: CWS-812 B SHEET 1. 2 6OF6 1. IMPACT RESISTANT ERAZING OPTION- IMPACT 13 CA HORIZ ANGLE RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTON (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SMALL BE 1/4' POLYCARBONATE MAXIMUM CLUEING DIMENSIONS 13 GA' MG ANGLE MALL BE 11' x 17' CUTOUT, FASTENED WITH /8 X I' SMS 3X ALONG WE HORIZONTAL AND 2X 15 CA MIN HOW � ALONG WE VERTICAL SEE DETAIL E ON MEET 2 MAN FOR ASSEMBLY DETAILS Z NON -IMPACT REHUANT RAZING OPTION - REW (MMININ 4 LAC SCREW B R .090' MINIMUM SSAZING IN MOLDED FRAMES AS SHOWN) SCREWED TCGEIHER WITH A MINIMUM OF (10) JEW SCREWS INSTAIEED IN TOP OR INTERMEDIATE (4) 1/4-20x9/16' LARGE SECTION (WITH OR WITHOUT OEOORAVVE INSERTS) E TRACK BOLTS OR MEETS UNIFORM STATIC WIND PRESSURES SHOWN 1/4-20 STUDS WITH ON THIS DRAWING. GLAZNG SHALL HAYS A 1/4-20 HEX NUTS MAXIMUM HECHT OF 10.69' AND A MAXIMUM 15 GA MIN AT YFi LENGTH OF 16.94'. GLAZING IS NOT IMPACT MAN AND DOES NOT MEET ME REWIRENENiS FOR WIND-BORNE DEBRIS AEONS 1/4-20x9/18' iRACK� 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM BOLT AND 1/4-20 HEX OF 6' O.C. MUST OVERLAP TOP AND BOTH ENDS NUT AT EACH JB-US OF PANELS MINIMUM 7/18' TO MEET NEGATVE JAMB BRACKET LOCATION PRESSURES A. KEY LOCK, SHOE LDCKS. OR OPERATOR 5/18.I-5/87 LAG S 'EQUIRED. SCREW AT EACH JAMB BRACKET . LOUVER OPTION - .040' MINIMUM LOUVERS IN -OLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (10) #84- SCREWS INSTALLED IN THE BOTTOM SE=M LtlrvQtS ARE NOT IMPACT RESISTANT AND DO NOT MEET WE REQUIREMENTS FOR WINO -BORNE DEBRIS REGIONS 15 CA STIFFENED) JAMB BRACKETS 6. SECTION STEEL TO HAYS A MINIMUM 26 CA SITE URE FOR THICKNESS OUANIT.. NITY. LLOCATION. AND TYPE ]. WE DESIGN OF WE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE KEY LOCK OR SIDE LOCK-.... PROFESSIONAL OF RECORD FOR WE BUILDING OR EACH END (NOT REQUIRED STRICTURE AND IN ACCORDANCE NMM CURRENT WITH OPERATOR - SEE BUILDING CODES FOR THE LOADS USTED ON THE NOTE 4). SLIDE LOCK DRAWING. SHOWN FOR CLARITY B. DOOR JAMB TO BE MINIMUM 2x4 STRUCTURAL GRADE LUMBER REFER TO JAMB CONNECTON SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE S. FOR LOW HEAD ROOM LIFT CONDITIONS, TOP 4) SECTION SOLD DOORMa WN. SEE SHEET BRACKET BHALL BE A 13 GA LH2 7/4 TOP 2 FOR U-BAR LOCATIONS BRACKET WITH A MINIMUM OF (3) 1/4-14x]/B' ON DOORS KITH OTHER SELF MILLING CROMPTITE SCREWS IN LIEU DOFF THE SECTION QUANTITIES AND BRACKET MOM ON THIS GRAVING. U-BAR ON SEE NOTES 1 AND 2 THIS TOP SECTION STALL BE INSTALLED ON TOP OF lHR SHEET FOR GLkMNO TOP BRACKETS OPTIONS ,SUPERIMPOSED DESIGN PRESSURE -DADS ON SUPPORTING STRUCTURE 1VOOR I DOOR UNIFORM LOAD EACH JAMB (PLF) WIDTH IhIGHT 1Y-0 ALL +292.4/-3256 18'-0' ALL t309.6/-J4{.] MARX A SAWCA PE 2SM 5. STATE ILLY 121. SUM zW HEM E.-1X TSEU F. PE ]2613 M PE I.M PROFESSIONAL ENONEFR'S SEAL FAMED OILY FNI AIDICATIPN LY WINOLOAD OXISTR11RwN DUALS. GA END STILE 20 CA CENTER NOTE` Is, DOOR SHOWN. SEE SHEET 2 FOR'HINGE AND STILE LOCATIONS ON OTHER SZE DOORS. JAMB BRACKET SCHEDULE DOOR HDGHT NQ W SECTIONS BRACKETS (EACH JAMB) BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS 2 2") 6-9 4 ] JB- 5 10 JB-US 21-3 4 JB-US 29- 4 JB-US, 39 JB-U 48(a-US)' -1 { JB-US - 4 ] JB-US, 10 .®-US, 21-3 4 JB-US, 28-3 4 JB-US. 1 JB-US, 62-1 JB-US, 83-1 4 JB-US ]- 5 9 1 J _ _ _ _ _ , a B-O a B JB-Us 10 JB-US, 21-3 4 JB-Us' 29-34 J3-Us, 39 JB-Us, 4e Je-Us. 57-1 1 la -US), 99 JB-Us. 75-1 2 JB-US 8-0 EE NOTE BELOW US) FOLLONWO DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO MAN WITH 1/hZOx9/16' TRACK BOLT AND NUT AS SHOWN ABOVE DOORS GREATER THAN If IN MONT REQUIRE USE OF CONTNUOUS WALL ANGLE SEE SUPPLEMENT TRACK CHART FOR DETALL a Dalton MODELS 8000/8100 WINDLOAD SPECIFICATION OPTION CODE 1142 SHEET 327022 IMPACT GLALNG. All. E SHEET 2 G. ADDED MAX UENSION TO ET 1. MODIFIED TTE BLOCK GLAZING P4 13 CA ROLLER SLOE ATTACI RACKET IMM 5/16-18 SOL N CENIER S.OT AND 1/h2 TRACK BOLT h 1/4-20 HE% THRIX1G11 ANY TNO ALLfNINC (2) 13 GA COMMERCIAL 'A' MANE TOP BRACKEI4 ME IIu1NG CRRAPTITE STREWS -A OF EACH INSIDE ENO HINGE)- L ROLLER WITH 9' GRACE t EQUIVALENT STEM AND 'USHNUT AT EACH ROLLER X1. I 6' NAK BEINFF]T MAIN A SANCAI PE 2501 S.I SW U 7W.7 E 300 R PE 72.13 u PE 109291 ME SC ARSONATE wtoumton �LOAlfQ'6 I (8) SECTION DOORS WITH (18) 3' 18 CA 80 KS U-BARS LOCATED AS SHOWN 17) SECTOM DOORS WITH LOC (1 {) 3 18 CA A80TEDN B W AS SHOWN :l (6) SECTON DOORS W1 (12) S 18 CA SO KS U-BARS LOCATED AS SHOWN S5) SECTION DOORS W1 (10) 3 18 GA 60 KS U-BARS LOCATED AS SHOWN SI) SEDDON DOORS WITH (8) 3 18 CA 80 KSI U-BARS LOCATED AS SHOWN (A(T))TA��CC�H U-8AR WITH 02W W N0 11RIuPITEESCREWS AT EACH STILE LOCATION, T1P. NOT IMPACT ISTANT. 6/29/07 ADDED IMPACT 11/10/07 IODIFlED LOUVER W. ADDED TEXAS ISE NUMBER TO _ MODELS _8_000/8100 SHEET 2 OF 2 DRAWING PART -NO. REV. WINDLOAD SPECIFICATION OPTION CODE 1142 327022 . P4