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HomeMy WebLinkAboutINSTALL MANUALAl A2 ypp��SCC M1V2 6, f I� IIC�i 1_ 0� 00 as I Bl B2 s sfLl Ab cq�� A3 A4 COGS L S4 OPTION HDWE FAMILY LOCKING HARDWARE DESIGN PRESSURE Al MORTISE LOCH BCXLAGE: LBOD0, L940D SERIES FALCON: M SERIES i70/•70 PSF Bi A2 CYLINDRICAL(BORED) LOOK SCHLAGE: AL. NO, A FALCON: I. B. X. T.3, H B2 SCHLAGE P4ERIE9(F(A)l N4W61(AO WITH 01MR 2DEACBOLT SCHLAGE F(A) UOOU HANDLEBET WITH DEADBOLT A3 CYLINDRICAL (BORED) EbOLT BCNIAGE F(A)DBWD6I NANDLE9PR WffHDTJ1DBOLT LOCK WITH DEADLOCK (AUAX CONNE INTERCONNECTED), 9CIILAOE SOD➢ SERIFS (S210DS1R11112N OR H1093ERIE9 Ri1fOMSY1801153) NVOkCONNECTED ENTRANCE LOCK +67/•87 PSF OMER J4IERIES(Jf0140134) WITH J0.ERIES(JD601112) DEADBOLT B3 JXSERIES HANDLESET WITH DFADSOLT(JRSOIB2) BROADWAY U43ERMS (U10140'61) WITH 91001 KZ OEADBOLT UIOSWI062 PASSAGE HANOLESET WITH DEADBOLT A4 _4 MORT73EEKITOE"CE -- MONARCHAS-M - +70/-70 PSF A 8 R E V I S DESCRIPTION APPROVAL DVG REVISED MANE JPB r V— OPTION DOOR MODEL A L.B,T,SL,BZ SERIES PLUSH B CE SERFS EMH099EDPANELS NOTES, L ALL DIMENSIONS SHOWN NAIL AND TYP. FOR ALL DOOR/FRAME MODELS 2. ANCHOR REQUIREMENTS, SEE SHEET 2 FOR APPROVED ANCHORS AND INSTALLATION, 3. HINGE REQUIREMENTS. 4.5' STD WT. MIN OfUl 3 HINGES) BUTTS OR CCNTIMUOUS HINGE FOR DOER OPENING UP TO 7'6' HIGH - MIN (3) HINGES FOR DOOR OPENING '7' - B'0' HIGH - MIN 44) HINGES LOCATIONS. 9,75' FROM RABBET IN. HEAD TO CL OF TOP HINGE 10,30' FROM FLOOR TO CL OF BOTTOM HINGE, EOUALLY SPACED IN BETWEEN, APPROVED CDNTINUDUS HINGE MODELS, MARKAR F11-300, HG-305, STANLEY 661HD, MCKINNEY MCK-IRHD, HAGER 780-224HD, 790-900. IVES 600. 700, 112HD, 224HD SELECT SUIHD, PEMKO FM -SERIES. 4. SEE SHEET 2 L 4 FOR AVAILABLE STANDARD OPENING SIZES AND SPECIFICATIONS. 5. 14MDWQE INSTALLATION AS PER MANUFACTURERS INSTRUCTIONS. 6. 4' FACE HEAD R AVAILABLE. 7, APPLY CAULK AS NEEDED. B. WHENWATER INFILTRATBRI RATING IS NUT REQUIRED USE ONE REV OF PS074 WEATHERSTRIPPING PER JAMB AND HEAD. INSTALL PER SHEET 3. 9. SEE SHEET 5 FOR WEATHERSTRIPPING OPTIONS 10 MEET WATER INFILTRATION. SCHLAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANIA STREET CARMEL, IN 46022 VIND AND MISSILE IMPACT RESISTANCE L/B/T/CE/SL/SZ SERIES I-3/4' 3'0'7.0' SINGLE DOORS F/MU SERIES FRAME S05-012 SHEET I OF 5 g NTS AUTOCAD _-_L_- A HI.e[U1 .0 INiD 0.Vwi {jIyED mAME ANp aLOIX WALL uA%plii i-M'plpi R9�UR r10iwl `YRE ANPIDN •N 6' owoxr Rnnc M%'c W,6ounr eIm wAus ' F�I" RND NA[DYR Nr=nxo/u�SB pyJrJYryo fl INTD NNCiEiE WALL Ofl C1N ag� i SPACE NAx MUM �/ BRD. $NU ANORD su NmvL.mN "DO END ANC UR KW-N OA LOat-W Uly'A• (IOCK_IN OR AC.D-IN1 Aia]- (A11R J14LG{ n NNa M 3 TOM S oi PA Eo W40 T VI WALLS ((�� A hd/P 6l NO1H5 1 h i AN)LNpyM RFR 91EFL SNp WALIO sT.c xor'3 ] W i a M1M UO BCIiTM UO RCLr INT 10"UNO WAµ �Gi� I:%f III 'I tit 1% x v W/v M USEDURAT I?,'. k/ EW-V" LAB BOLT OORC11T OR IT NO, IiM1A%A amp �MFnuA0.�9O mNGU Aom R E V 1 S � '`4 kTR DESCRIPTION -1V7 A APPROVAL MAVING YMF .REVISED JPD AA W DAM % 1-J/f EXTERIOR FOR OUTSW1NG (A�IAE,aLg� INTERIOR fpt INSVAND DOORS BILL MSTALLATON (TWICAL) DIM p• DEiNL:L O AND D BASE ANCRORADJUSTABLE) JAN9 BASE PNCHOR U (MELDED OR ADN6TASLE) (WflD� OR ADN6TABLE) APPROVE NOTES, 1.WOOD OR STEEL STRUCTURAL MEMBERS OFWOODAND 6TE STUDW'ALLS MUST BE DESIGNER) TO CARRY 3UMCIEN7 LOAD, B.l MRSALANCHORWNSEUSEDFORWOODANOSTEELMDAPPJGTIONS. 3.NUMSEROFMN ORSFORVMCUSOPENINGHEIGRTEI3LIMOEDBYM IEIDM DISTANCE UIN EENANCAIORS; SHOWN ONTHIF SHEET. CPMMVANCHORINSTAUATIMSH LCONFORMTOTHESTEELCRAFT IN3TAlIATON IN6IFUCTION3, WI tOD RELOMMENDEO M3TPLLAIiONIN6TRULTIDNS FOR 6TCEL !BANES, AND 0.Y3110HI A11&IG INSTpLLgNONGUIDEf-0F ODORS AND NARDwARE ,-- SCLACE LOCK COMPANY, LLC 180 N. PENNSYLVANIA STREET MEL• IN 46032 fOT&'"F MOD—_...__�__.__ ANCHOR DETAILS / MOUNTING CONDITIONS SHEET 2 OF 5 II �a SENT TABS TO SECURE ASSEMBLY KDI II ASSEMBLY HEAD NOTCHED HEAD SITS ON TOP AND BUTTED BETWEEN JAMBS OF NOTCHED JAMBS TAM17 1 AVAILABLE FRAME CONFIGURATIONS ti 'SUA' SET—UP AND ARC —WELDED ASSEMBLY 'MU' "MULTI -USE" SERIES ASSEMBLY FRAME SERIES JAMB DEPTH M IMU DOOR OPEN G SIZ M RIAL WID - H G T D CR. A, CRIS/HRS 16 .053 F 5.75' 3'0' 7'0' CALV 14/.067'. f2 .099' MIN, STAINLESS 16/.053' STEEL MU ST5 MIN. 3'0' YO' CRS 16/053' GA TABLE 2. S RUSS /}IRS , n. LV 1¢�o59rd� V 7 L61�8 I utt I DESCRIPTION I DATE I APPROVED I A APPROVAL DRAWING 05/25/05 B REVISED NAME JPD 11/O1/13 2' r HEAD --T MIN. 1 2' MIN. �T 4' MAX 1.9I4" J_ 0,625' 7 5.75" MIN. VARY It -Y —L HINGE JAMB STRIKE/HINGE JAMB WEATHERSTR__ IPPING DETAIL WHEN WATER INFILTRATION15 NOT R 0 IREO (ALL DIMENSIONS TYPICAL EXCEPT WHEN SPECIFIED) NOTES 1, FRAME CONSTRUCTION 1A. MINIMUM JAMB DEPTH — 5 3/4'1 STOP HEIGHT — 5/6' 1.2. FRAMES AVAILABLE AS FLUSH (F—SERIES) AND MULT—USE (MU —SERIES) (SEE TABLE.1) 2. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 2. LOCK COMPANY, LLC PENNSYLVANIA STREET IN 46032 ATTACHMENT SHEET 3 OF 5 I CORE OPTIONS (A) POLYSTYRENE (B) POLYURETHANE EXPANDED POLYSTYRENE FOAM ELFOAM H2O0 GRADE. 91 AND OS DENSITY, 2.0 LDS/CUFi DENSITY- LO LB/CUPT AVAILABLE DOOR CONFIGURATIONS TABLE 1. (SEE NOTE 1.) (C) STEEL STIFFENED HAT SHAPED SECTIDNS 20 GA NM MELDED 6' D0. TO MSI➢E OF FACE SHEETS HAT MOPED STIFFENERS -TO DE VSUED TCCCTMR AT TOP An BOTTOM DETATI A e4V --I 1—LT9 H>SPOTVELBED D R ID H S ENE S 3 4' 26 DOOR SERIES CORE MATERIAL MAXIMUM DOOR OPENING SIZE SKIN MATERIAL WIDTH HEIGHT DESCR. GA. /MiN. THK PER SHT.7 HONEYCOMB CRS 18/.04e L POLYSTYRENE 3'0' 7'0• GALV 16/.055- POLYURETHANE 14/.070° CRS 18/,044' D STEEL STIFFENED 3'0° 7'0• T6 ° GALV 070° SL/S7_ HONEYCOMB POLYSTYRENE 310' 7'0' CRS GALV 18/.044° i6/.055° POLYURETHANE T MINERAL FIBER 3'0" 7'0" CRS 18/.044° GALV 16/.055' 14 ,070° CE POLYSTYRENE,/ 30' 7'0^ GALV 18/.044' HONEYCOMB 16/.055' (D) HONEYCOMB KRAFI PAPER. 12• CELL SIZE TABLE 3. CRS ASTM A1006 MRS ASTM A1011. GALV: A60 A51N "24 _ M- 304,306 ASTM A240 DATE YMF JPD 1F) EBPANUEO POLYSTYRENE FOAM (E) TEMPERATURE RISE CORE BY ATLAS)DEHSITYLI!01.8/FTA MINERAL AND FIBER BOARD OR PM113OCYANURATE H2OD ➢EMIlt 17 i L^ LDS/RIFT BYzE1FVAlA. ORNSITYa2 '/fT° , I I L DOOR CONSTRUCTION 1.1. MINIMUM DOOR THICKNESS - 1 3/46''- ' 1.2, DOORS AVAILABLE IN FLAT AND EMBOSSED' SURFACE MODELS (SEE TABLE.1) 1.3. ALL DOORS ARE FLUSH - NO UTES OR LOUVERS ALLOWED PER THIS APPROVAL 1.4 OPTIONAL DOOR VIEWER PREP IS ALLOWED WITH MAX. HOLE 05/8' (SEE DETAIL 0 ON SHT.S) 2. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 3. MINIMUM YIELD STRESS FOR STEEL IS 44600 PSI. SCHLAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANIA STREET CARMEL, IN 46D32 riLTnaVO. __ -- DOOR CONFIGURATIONS CORE OPTIONS AND AND MATERIAL SPECS, SHEET 4 OF 5 , B • F-3.91-a 13.9-�-13.9 f-3.91�SSE 140M1 RIGV SECTION 35.'25 EE NOTE x MAX.�_ !—!- 0.75 nEnELE N°i 1.I oE a O7 FA3-SEAL DOOR SWEEP DE AIL'D' TOP OF DOORIHEAD • WEATHERSTRIPPING I 050 0.13 r! 5.00 O ZERO INTL US SUTER THRESHOLD 'MTH NEOPREIIE BUMPER - � [ T i a ` 0.50 0.25S! s.DoI—� TOP CAP '4 O PENNO 2005 SERES lWRE5NKUD TOTH SUGONE MN11 OR PRE SEAL _ D.sD 0.25 I —r 5.00 ®NAn ONAL GDARD 950 SEARS THRESHOLD HOLD SucQ-Z MILL \ OR NEORRP11E BOMPDI �1 I 0.25 r! 5.00 OO'JRAEIE HLT-20SHV SERIES THZESx= rtwnE� 0469 sw-a0m I 40.�y GDe J I-- 0.5D0' --!/ P9 IN SETT-AgR9vE ATATNOt51RiP DETAIL'D' OOORVIEWER INDOOR PREP ADDITIONAL WEATHERSTRIPPING HARDWARE 1--•}-Oae• REOVIREDONLY WHEN WATER INFILTRATION 19 NEEDED OM• O DOOR SEAL ZEROPARTNO. S1A451F5 D.o9.- a.r —I waaw T'7 OOORSWEEP Sus SURFACE MOUNTED ALUMINUM Ttr yyp WITH NEOPRENE Nmim. D.ea 076' OZERO OZERO PART NO. 530 PART NO. 139 GOT 1.3R' D59• OR7MN DRIP ZERO PART NO, 11 j- owl 5 tp_o O ADJUSTABLE STOP ZEROPARTNO.476 04631 0.375' FLOOR CLEARANCE I LISI DESCRIPTION I DA7E I APPROVE) I AL 8 EVII3ED`7NAMEa B JP➢ W0113/DS I . DETAIL'E' `' 1 BOTTOM OF DOOR WEATHERSTRIPPING DETAIL'F I AND SILL INSTALLATION HWGEJAMB SWEEPINSTALLATION EQfIOM ONANN¢ OPROTECTING SVEEP APPLIED TO THE SOFFG WA OF Hl amW \ MTV Nq{NiT 7 OLOSED SIDR I a DYR SE4. A i DAND JAMEN¢s NOTES 1. SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH. 2. DOOR SWEEP RIGID SECTION IS MADE OF PRO -FAX PD-199 POLYPROPYLENE HOMOPOLYMER 3. DOOR SWEEP FLEXIBLE SECTION 15 MADE OF SANTOPRENE #101-73 73 DUROMETER - SHORE A SCALE SCHLAGE LOCK COMPANY, LLC 1L019 N. PENNSYLVANIA STREET CARREL, IN 46032 MDR OPENING ACCESSORES BOTTOM SWEEP, THRESHOLD AND WEAINERSIRIPPWG DETAILS TO MEET WATER INRLTRAVON SHEET 5 OF 5 HORIZONTAL SLIDER - NON -IMPACT (SHOWN W/DIFFERENT OPTIONS) 126 71T MAX. OVERALL FLANGE WIDTH 125 SM' MAX UND W IDTH GLASS OLD rGLA9 DLO D 63 1/4- M X. 8 B )VERALL I LWGE 6T C 1EIGHT UMA: T X LASS 0 X 0 GLASS HEIGHT DLO 6 OLD 919116 MAX SASH HEIGHT E5- -F -- _1 35 tt1i6- F fJ D " E MAX. 3 E SASH WID 55Ile MAX OVERALL FLANGEWIDTH 5e MAX UNIT WIDTHy NOLO ,LASSDVUO I 63 TABLE OF CONTENTS GENERAL NOTES 8 ELEVATIONS....I GLAZING DETAILS...... ........ ......... .....2 COMPARATIVE ANALYSIS..................3 SECTION VIEWS 8 ALT. FRAME.....4-5 EXTRUSIONS 8 GO M........ ............ 6 ANCHOR SCHEDULE 8 NOTES ...... ....7 INSTALLATION DETAILS.....................8 MAX GENERALNOTES' I.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FEC), CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3.CCNFIGURATION 'ORl'XO'. XOX'. 4. DESIGN PRESSURE RATING (SEE SHEET 3): -NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01N9. -POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-0 01/09. S. ANCHORAGE: THE 33 lf3l. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAILS. WINOLOAD DURATION FACTOR CE=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL ANO JAMB S. SERIES / MODEL DESIGNATION HS 8200, 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING; X = OPERABLE SASH. 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT =1/4' x V LOCATED 6' FROM BOTH ENDS. CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING XO 54" x 62" SEE COMPARATIVE ANALYSIS CHART, SHEET NONE XOX 1/41/2 1/4 125-5/8" x 62" NONE Lucas Turner 2017-08-30 17:13+20:00 1900 SW WTH AVE OCALA. FLORIDA 3W74 WWW.CWS.CC 8200 PVC HORZ- SLIDER NON -IMPACT a Z 3 az3: Nwo❑ w zoz W_ Z O zxfa¢ =m<w'. O'O O O .", OVII-zz'o, z-rn 3HOrn < zooz -um00wz Q 3ow-xo_ z "u5 "•R Oowwowww C 2Nd mo jJ m ? w 3w' sue¢ d Ne 58201 t STATE OF z� 8/ &Z017 LUCAS A. TURNER, P.E. FL PE C 58201 1239 JABARA AVE. NORTH PORT, FL34288 PH. 941-360-1574 ITET K RIF I . GENERAL NOTES AND ELEVATIONS I�YR- D6 E: AAJ 07/01/08 u A' CWS-340 E SHEET 1:33.33 1 OF8 WINDOW SYSTEMS 19M SW 44TH AVE. OCALA. FLOR IDA 34474 WWW.CWB.CC 8200 PVC HORZ. SLIDER NON -IMPACT z 3 <zo o "o w zoOz ro M.- o Rm§rO¢ E H-W Zr 3:' z Z2M.<Ml 0 8r0 <IrE 7V OVERALL 7/3' OVERALL TV OVERALL 7IB' OVERALL O U O I- z ILI-m a ----- -V5'ANNEALED --- --311F ANNEALED - -1V TEMPERED - 3/16'TEMPERED z oo p0 5IB"AIRSPACE -12'AIRSPACE 5IB'AIR SPACE 1W AIRSPACE ¢ <3pW t--O? < ¢¢YNp-zo —IV ANNEALED WW ANNEALED IV TEMPERED 311V TEMPERED � p I, - 53' 0 E Q Zw 0p 01W I71W owo. B SIKAFLEX 5520R 6 VURFECT GLA�E'HI 6 PURFEGi GLAZE'H' ®/PUFlFECT GLAZOE'H' ¢ 2~� W ¢y PURFECT GIAZE'H' / P. r G, ¢�a ``1p111RE W 17j7, 1W GLASS BITE 12" GLASSBITE10 GLASS BITE G21 ASS BITEP;......... ray, `.Ji= No 5B2tl1 '�P a_' STATE OF : WZ �h,S/ONAL E�``• GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D zz 8/28/2017 LUCAS A. TURNER, P.E. FL HE N 58201 1239 JABARA AVE.- NORTH PORT, FL 34286 PH. 941.380-1574 SHEET DESCRIPTION GLAZING DETAILS 54-AWIT61: Bc__ AAJ 07/01/09 0 G' OWS-340 E SHEET 1:7 2 OF 8 UNfT SASH WIDTH (M - - - 1906 SW 44TH AVE HEGHTA 15 5/8 1B 7/16 21 SA6 24 718 29 1/8 30 7/8 31 5116 34 1/16 35 11/16 OCALA, RORIDA34474 17 7/8 +457.45 +QS /-45 +45/45 +45 /-45 +45 /-45 +45/-45 +45 /-45 +42.5 /-42.5 +40 /-40 WWW.CWS.CC 29 12 +45/•45 +45/-45 +451-45 +45/-45 +45/-45+40.1/-40.1+39.1/-39.1+33.5/-33.5+30.9/-30. 31 12 +45/-45 +45/-45 ♦451-45 +45/•45 +451-45 +40/40 +39/-39 +33.1 / -33.1 +30.4 1-30.48200 PVC 35 12 445/-45 +45/-45 +45/-45 +45/-45 +451-45 +40/40 +391-39 +32.91-32.9 +301-30 HORZ SLIDER 39 12 +45/-45 +45/-45 +451-45 +45/45 +451-45 +40/40 +39/-39 +32.9/-32.9 +30/-30 NON -IMPACT 41 12 +45/-45 +45/-45 +45/45 +45/-45 +45/45 +401-40 +391-39 +329/32.9 +301-30 43 12 +45/-45 +451-45 +45/45 +45/-45 +45/45 +401-40 +39/.39 +32.9/-32.9 +301-30 47 12 +45/-45 +45/-45 +45/-45 +451-45 +45/-45 +40/-40 +39/-39 +32.91-329 +30 /-30 w�a a°1ow 51 12 +45 /-45 +45/-45 +45/-45 +45 /-45 +43.8 /-43.8 +40/-40 w39/•39 +329/-32.9 +30/-30 zOz X�7 53 12 +45 /-45 +45 /-45 +45/•45 +44.7/-44.7 +41.3 /-41.3 +40/-40 +39 /-39 +32.91-32.9 +301-30 rw3 zr3' 55 1/2 +45/-45 +45 /-45 +45l-45 W2.4 /-42.4 +39 /-39 w38 /-38 +37.7 /-37.7 +32.9 /-32.9 +30 /-30 z o Ea zx¢O� R'i<a2F¢ 62 +45/-45 +44.9/-44.9+40.4/-40.4+36.4/-36.4+33.1/-33.1+32.1/-32.1w31.8/-31.Bw30.6/-30.fi +30/-30 z o�N �zjti_ Oly_20_ XO OR OX DESGN PRESSURES(GLASS TYPE A, 8, C, OR D) FQ W ¢QYNUtzN W�QN03NW UNIT WDTH(P1) a zo �xa ¢Ow W ¢N ¢ r~O HETGFfi (Pl) 29.5 31.5 35.5 39.5 41.5 43.5 51.5 54 a ¢;a 129.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/ 67.5 +45/-58.2 +45/49.5 +45/ 45 +45/-67.5 +45/-67.5 +45/-67.5 +5/-67.5 +5/-67.5 5/-67.5 5/-82 +5/-49.5 +45/-4531.5 lit 35.5 +451-67.5 +451-67.5 +45/-67.5 +451-67.5 +45/-67.5 +451-67.5 +45/-58.2 +451-49.5 +451-45 �Ri ♦ �' 39.5 +45 /-67.5 +45 /-67.5 +45 /-67.5 +45 /-67.5 +45 /-67,5 +45/-67.5 +45/-5B.2 +451.49.5 +45/45 9i STATE OF 41.5 +45/-67.5 +45/-67.5 445/-67.5 +451-67.5 +45/-67.5 +45/-67.5 +45/-58.2 +45/-49.5 +45/-45 '.G+'�FS•`..<,op�4P���'m� 43.5 +451-67.5 +451-67.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-67.5 +45/-58.2 +45/-49.5 +451-45 49 +4$/-67.5 a45 /-67.5 +45 /-87.5 +45/-67.5 +45/-67.5 +45 /-67.5 W5/-58.2 +45/-49.5 +45/-45 mplu u4. 51.5 +45/-67.5 +45/-67.5 4451-67.5 +45/-67.5 +451-67.5 +451-65.7 +45 /-58.2 +45/-49.5 +451-45 53.5 +451-67.5 +45/-67.5 +45/-67.5 +451.67.5 +451-65.9 +45/-63.6 +45/-58.2 +45/-49.5 +45/-45 55.5 +45/-67.5 +451-67.5 +45/-67.5 4451-65.4 +45/-62.9 +45/-607 +45/-56.9 +45/-49.5 +451-45 59.5 +45/-67.5 +451-67.5 +45/-65.6 +45/-60.1 +45/-57.8 +45/-55.7 +451-52.1 +45/-49.1 +45/.45 8128/2017 fit +451-67.5 +451-67.5 +451-62.5 +451-57.2 +451-55 +451-53 +45/-49.5 +451-46.6 +45/-45 LUCAS A. TURNER, P.E. FL PE x 58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941-380-1574 ANALYSIS I NOTES: AAl 07l01/08 raf FE' 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE CWS-340 E 2 ALL XOX UNITS MUST USE EITHER GLASS TYPE E OR TYPE_ D ONLY. ^ SHEET 1 I 3OF8 IMERIOR �� WINDOW STSTEMB 5 6 23 0 8 ) 9 10 B A OCALA, F"TH OCAISWLOTHAYE, 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT z z ¢ 3 who a�op w zo3 9 ¢w 1 C� 3 14 4 44 1 5 fit 4 4914 49 04 1 64 w Z, zm2<x, O UNOUdI-NR SECTION VIEW B-B p�j�3r-Dm_ i ¢ rz02I,-OuO 16 ¢ �Q°FW-UCo2 46 �� ~ 11 2 N 2Xwo..w d J(Dr 49 O W.0 Wm,Q a S"`110RE W 1'rr •r P N;,. T�, '.Ji � No 582U1 ti 9 INTERIOR �9i sr4TE OP ;W: ,041 g 1 10 6 9 y� 6 6 4i 8/28/2017 1 0 LUCAS A. TURNER, P.E. FL PE 0 58201 4 1239 JABARA AVE. 0 2 NORTH PORT, FL 34288 PH. 941380.157d SECTION VIEW C-C EEi D sAIP ALTERNATE FIN FRAME SECTION VIEWS SECTION VIEW A -A ox RAWN BY: D4 : AAJ 07/01108 WG ' ITEMS NOT SHOWN FOR CLARITY. CWS-340 E 20. 25. 27, 34, 39. 40, 41. 48, 51. 52 SHEET 1,2 4OF8 IMERIOR Unui 6 19 9 JS 03 ] 8 6 6 0 1 0 6 8 67 4 9 19 6 1900SOCA k. LOTHAVE. www, ws,ccFLORIDA3L4]4 WWW.CWS.CC 0200 PVC HORZ. SLIDER NON -IMPACT a 3 3 az� F ❑wo OWOO w zoz_ ¢ko„! -i 3 fil dI 04914 49 04J bb5 81•� 4 14 61,. L 049 49 Od 1 4 Fw3ZOX3�,. ; ' O 0 06<" ❑ Z;j ZFJw SECTION VIEW E-E < OZONZOo- Oz ao� C z a 2 ❑ICI sOxon . ZV0 1 2 Na nS2 Q i 11 Q 2~¢O W3wf/1 9 6 a a¢ a IMERIOR - P7, STATE OF glut .R?O...... 13/� 4i "Im \\ 36 tl 49 t0 y.-f 0 9 f-ice 1 46 6 p 8/2812017 tz LUCAS A. TURNER, P.E. 1239 JABARA AVE. NORTH PORT, FL 34288 3 PH.941-380-1574 SECTION VIEW F-F H6F m ALTERNATE FIN FRAME SECTION VIEWS SECTION VIEW D-D XOX e AAJ 07/01/08 ITEMS NOT SHOWN FOR CLARITY: CWS-340 E 20, 25, 2], 34, 39, 40, 41, 48, 51. 52 SHEET 12 5OF8 PARTS LIST tma ITEM PART# DESCRIPTION VENDOR MATERIAL CORNER CONSTRUCTION (/ 1 H-fi031 Man Fr., SIR w/Fig., PVC. Head Mikmn PVC 31B' 2 H 1 Man Fr., SH, w/Flg.. PVC, Si0 Mikmn PVC � 21t6' WINDOW SY6TEH6 3 H-61331 Man Fr., SH, w/Flg., PVC. L Jb. Mikmn PVC 1 1 16/I6' 1900 SW 44TH AVE. 4 H-6031 Main c, bil. w/FIg., PVC, m. Jh Ml mn PVC 2 ] 9 OCALA. FLORIOA 34474 5 H- 836 Meet. ail, Fxd. Ke mark Alum 3 WWW.CWS.CC 6 S-BOD5 Antl.11R I Rorerlmk 2 H/16• 4 1 61E' K 1 F Q& 7 H-6027 Sash Meet. Hall, PVC Mikron PVC 1/I6- I Ih6• CORNERWEID B H-1497 Re. Sash Meet. Rml Keymark Alum o .I 1A6' 141E SIDES) 8200 PVC R. 9 H-6028 Sash Bottom Rail, PVC (S.S.R. far HS) Mikmn PVC 1'e HORZ SLIDER 10 5-6004 WimfSash S.B.R.t. Rax , Milmalk Alum PVC FRAME FLANGE PVC SASH M1G. RAIL PVC SASH SIDE RAIL NON -IMPACT 11 H-6004 Sash Top/Bot. Rail Mikmn PVC H-6031 H-6027 H-6028 12 S-IT76 Roller track Keymadt Alum Q Z 3 <z3 13 S-6064 GIZ. Bd., 71W,Fxd., Fbr12. Mikmn PVC w w 0o o 14 S4i054 GIZ. 8d., 7/8',Fxd., Vert. Mikmn PVC U. ��,= OQsi 15 53063 Fixed Bet Corer Mikron PVC 17 S-6013 Som. Adapt.. w/ Nib, PVC Mimon PVC 3 Va.- 1-8 Si014 Scm. Adapt., PVC Mikmn PVC Of0 ¢wG-- 21 P3804 Roller, Tandem M8M Nylon I Y16' 1 12' SCREWEDTOGEIHER WITH O Z y y z z j o 71 P3783 S 'ngLock, MpacI. PVC Nterlock rains OUTEAFRAME i � Z O M OO N 23 P- 069 Keeper, Impact, PVC trlterlock Znc 11 5 1:8 ; a 3 W W Oz s O z 24 P-0 79 Weep Cover w/Flap M&M Nylon 39/16• Ism. L� 2110• tn6' a ¢q¢�y�3~�rri 25 P-3693 ReIN. Plate, F.M.R. BearMetals Almon o y030� `I 6NOW nW 26 P3429 Wslp., 0.270 %.187 hack FlnSeaI, GRY Ultrafab 0 v1E w imw 27 P-4638 #8 x 2.5 Ph Modiled Truss. Type A TEK Fastener Steel 29 P3768 #B x 0.625 Ph PH SMS Faslenal Steel V— t' n r a ¢; w w 30 P-0O51 W YS x 1.25D Ph FH TEK, Wht. Fastenal Steel PVC SASH TOP/BTM HAIL FIXED MTG RAIL 3/ P3748W #6x0.6250uatl FH TEK, WN. Faslenal Steel 60 H-04 H-1836 Pp0REk.rrx9 1r 34 34 P-32 Seam PVC FRAME FIN l�x` Sealer, SM-5504 Schnee Silicone FRAM '11, 35 P-3752 CaP Plug, 1/2'Hde M8M Nylon 36 Pudect Glaze•H' or Sikallex 552 Henkel ISika Silicone No 58201 tiPt 38 P3352 Set. elk., 0 Our. 1/8'x We'x Z'Lg. FrankLOwe Rubber-tIN'7 3/4' 39 P36e3 -8200 Gold Cen.LaW NFRC. Non-Mpact ASTME 7AC Sn6• 3116' �B_-I ' 0v= - 40 P3613 Temporary LN. (NFRCIDP) L 9TAYE OF .jW.�. 41 P3613 CWS LFi Qago) t2 1 'r— 1D 1• 9 4,F6:.�OP UChrOV2�: 42 Glass, Fixed 1n6• 1/16 I Vlfi' T 1/Ifi' L 1/i6• S T1 p 43 lass. Sazh hr�/is ONA, EIP` d4 P32111 Spaces OuraSeal, Fixed Tremco ROLLER TRACK HORZ SCRN ADAPTOR VERT SCRN ADAPTOR REINS.SSRUSSR REINS. SASH MTG. RAIL 5-177e 5.6013 5-6014 5-14981498 5-1497 45 P3281 Spacer. Dur4Seal, Sash Tremco 46 P3218 Screen Frame, Hartz. Allmetal RollForm 4] P3218 Screen Frame, Van. Allmetal RollForm z'G 48 P3321 Screen Frame Comer Key Allmetal NYlon 49 P-3581 Screen Cloth. 18 x 16 Fiberglass _ >312&ZDIT 9/16' - 50 P3228 Screen Shcne..155 D1a, Blk. Dapa 1/4' t1Y 1 1 r 3a6•- LUCAS A. TURNER, P.E. 51 PE-23 Screen PWl Tec Hurley 1314 3•--1 FL PE # 58201 52 P-3033 lbereeni Bxng, SS IFla.Sprmg 16/1671a' '1'Q �@ 1239JABARAAVE. 54 H-6026 Main FL, SH, W/ Fin., PVC Mikmn PVC L 1/16' �— NORTH PORT, FL 34288 55 P-3113 Screw Suppcn, PVC Team Plastic Rubber SCREW SUPPORT PH, 941360-1574 PVC FIXED RAIL COVER PVC GLAZEBEAD PJ113 SHE 6-6063 8-6064 BOM AND EXTRUSIONS FAWN BY, NT AAJ 07/01/08 DWG• LINE ITEMS NOT USED: J_ CWS340 E 16. 19-20, 28. 3233, 37, 53 NOTE: ALL EXTRUSIONSARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. n SHEET 1:2 6OF8 lS MAX O.C. ttP.l 3'(TYP.) P SASH 15' MAX O.C. (TYP.) 11 3/1fi' MAX. O.C. (ttP.) // ��rty(j� L�(f(jp�)((.((// MAX.(TYP.) (9 FIXED WINDOW SYSTEMB VMAX.(1YP.)--yl W 6' MAX (fVP.) rC SEE NOTE 2 6' MAX. (ttP.) 3• (T,P.1 :71T ICAO LOTH I , . . .. 11 - 11 1 ..3 OCAIA, FLORIDAA 344TA A. INSTALLATION WWW.CWS.CC Ifi' MAX. O.C. ANCHOR RVPJ (TYP.) 8200 PVC 9' MAX. O.C. 10' MAX O.C. (TYP.) X Q X (TYP) Q X HORZ. SLIDER ANCHOR 0 MIDSPAN (TYP.) NON -IMPACT a 3 3 az3 Q'o mwod z W�0 a ANCHOR LAYOUT - (FLANGE ANCHOR LAYOUT - (FLANGE) w 0 zoz W�:. aw >Oa � A \ G z O tiw3zr31 z oa¢wV_ O�OIj¢= G: 4" MAX (rYP.) G. MAX O.C. (iYR) w � MA%.ITYP.) 4'MAX. YPIBE NOTE A -MAX. MR) 0 z y 'z noz zfD y II I ¢ LL2z ¢2>mo~zN INSTALLATION INSTALLATION 00W»30w w y W N 0 � of ,_ ANCHOR (TYP.) 8' MAX O.C. ANCHOR (fYP) a Z 2 a ¢ O 5 W B. MAX. O.C. m'P) ttv 2 w O LLC > t a ¢ 3 W N x Q X Q a a ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT-fFIN) `: �' i '•A' +q'. 6TPTE OF ,"4�It �O'1FSS< O R i0 NOTES: I /t�OON'A1l 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SH IM AS REO AT EACH INSTALLATION ANCHOR US ING LOA D BEAR ING SHIMS.MAX. ALLOWABLE SH IM STACK TO BE IIV, USE SHIMS WHERE SPACE GREATER THAN I/16" IS FREE ENT. LOAD BEAR ING SH MS SHALL BE 'zZ CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. ' 3. ANCHOR TYPE. SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1. SHEET B. 8/28/?017 LUCAS A. TURNER, P.E. 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, FL PE N 58201 1239 JABARA AVE. 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 NORTH PORT, FL34288 SPECIFIED IN TABLE 1, SHEET 8. PH. 941-380-1574 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR C,ONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE ARE wr OPTIONAL. ANCHOR SCHEDULE At 7. A MINIMUM CEM ER-TOCENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, I' FOR WOOD AND METAL. NOTES 0 n N r pA 6� 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. AAJ 07101/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI. SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWGI V 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-340 E FMA/AAMA 100(FIN WINDOWS). FMA/AAMA 200(FLANGE WINDOWS), RMAAYDMA 250(BOX WINDOWS).FMA/AAMAWDMA 300(EXTERIOR DOORS) SHEET 1.40 1 7OF8 TYPICAL HEAD ANCHORAGE BEE TABLE SUBSTRATE BY OTHERS SEE TABLE t MIN. EMSEDMEI PERIMETER BE LAM SEETABLEI BYINSTALLER INSIDE AND OUT SEALANTSEHIND O FLANGE BY INSTALLER 114' MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER SUBSTRATE SEE TABLE I A VERTICALBILLANCAL ECTION YPIC B THORAGE MAX. SHIM FLANGEBYINSTALLER B HORIZONTALSECTION B TYPICALJAMB ANCHORAGE TABLEI: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATETYPE ANCHORTYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE(2.0 KSI MIN.) 3JWITW'TAPCON 1.1a, 1.1181, FLANG GROUT-FLLEDCMU(117PCFMN.) 3116-ITWTAPOON 1' 2' LANOE FLANGE GROUT' -FILLED CIVIL (ASTM G90) 3/16' ELOO ULTRACON 1-1/4• 2-112' FLANGE _ /t6° WG4.a,,,�, wr' A' LCO UL X60N �'"y71T''""�'R •"�`u+,pd6".'a+iO` FLANGE 2X MN. SOUTHERN FNE(G=0.55) i10WOODSCREW 1-38' 70 FLANGE 16 GAUGE(0.06D-) MIN. STEEL STUD (33 KSI YIELD MN) 010.16 HILT? KWIK-FLEX OR fTW TEKS SELF -DRILLING SCREW FULLTHREAO I THRU DOW 7116° 1 FLANGE 11T ALUM.(60B3-T5 MIN,) OR llW STEEL (33 KSI MN.) A10 GRADE 5SELF-TAPPING / DRILLING SCREW FULLTHREAO p 0.125" 7/16° FW 2XMN. SOUTHERN PINE (G=0.55) 108 WOOD SCREW 11-121 7/16' MIN. EDGE DIST. �—I rSUBSTRATE SEETABLE � I BY OTHERS 1l4'MAX. SHIM III J ` SEETABLEI SEALANT BEHIND FIN BY INSTALLER C HORIZONTAL SECTION 8 TYPICAL FIN ANCHORAGE HFAO A" SILL SIMILAR FOR AN INSTALLATION 19W SW 44TH AVE OCALA, FLORIDA 344T4 WWW.CWS.CC 8200 PVC HORZ SLIDER NON -IMPACT ¢ z �: aZ?: ¢r.r0O WOWO ZOZ ¢tZW .1 a ZHW am3y0¢e ZI-i• Z O ZIE<¢WL OarO ¢Ir,.. a ¢ oaN--bo- ��V o 0 zLL�ZOLLO ai OWp¢o? Q �¢T~Ot Z111 00� OD a WVi V-N Owow a F¢ w;O�N = a F a ¢a No 511201 t STATE OF // 1117-- B/ LUCAS A. TURNER, P.E. FL A 58201 PE RIMETERSEALANT-- JA RAA INSTALLER NORTHFORT. FL 342 NORTH PORT, FL 34288 IN INSIDE AND OIIT HOP120NTAL SECTION PH. 941-380-1574 ' v BO%FRAME INSTALLATION FIviQN' HEAD AND SILL SIMILAR FOR BO% INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE. FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN By On1c AAJ 07M/08 -MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED 'c INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CANS-340 E - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SHEET 11 :2 8OF8 I - ACCORDANCE ON 1TH£ 2017 PRODUCT (6Lh ENNON) OF WEOELOR1,A BURDUIG CODL THIS STORM PANEL SNAIL = BE INSIALLEO AT RICH MOCITY HURRICANE ZONES (MLAMI-EmIc / BROWARO COUNR£Sl rum A ONO SPEED AS REQUIRED BY WE JURISOICRON WHER, WETS SHUTTERS FOR A DRfCT1aNNIN PA'}oa "UT R[EEO INC MAYWUM (450) ➢ESANPRESYURC RATINGS INDIU}ED ON SN££IS 5, 10 NMI 15. IN ORDER TO WRIFY WE ABOYE CONOIM" "MMAE DESIGN NAND LOADS 05MRAIINCD PER AWE 7-10 SWML BE MAST REOUCM TO ASO. 06I6N'AND LOADS BY MULRPLWW NEAR BY O.6 IN ORDER TO TO COMPARE NCSE W/ UAX (A£D) DESIGN PRESSURE RATYNCS INOIMTM ON S,= S, 10 TNRU 15. IN ORDER TO Y£NFY NIT COMPONENTS AND ANCHORS ON NIS F.C.D. AS I S . IVER£ NOT OVER SNBSSED. A JM INCREASE IN ALLOWABLE SNESS FOR WND LOADS IYAS 6'2L USED IN NOR ANALYSIS. A DURATION FACTOR CDm 1.60 ,AS USEO FOR WRNIMRON OF FASEN£HS N WOOD SWAM PµEI'S AOEOIACY FOR IMPACT AND FATIGUE RESISTANCE RAS BEEN WRIETFR IN ACMRDANCE Y.AH SECTION 1609.1.2 M THE ABLE L2MIONED CODE AS PER AM REPORTS 1 T 12B.01-00 µD 10610.02-05. AS PER IMPACT 1ESTNG E 609.,. NI TO ASOI E-L996 VMLARO & ASTM E XO-02 STµDnRD, LIMRM MT INSTALLATIONS 05. A WIND ZONES i, 2 A J AS OFrINED BY ASW f-1996 STµOIRO. i. NL ALUMINUM SNLET METAL PµUS SHALL HAW SOS2-F02 OR JW4-NJ4 ALLOY. J. ALL ALUMINUM EXTRUSIONS SILL BE ALUMINUM A55OCMRON 6063-76 ALLOY & SUPER UNLESS ONEBIWS£ NOTED, A. ALL SCREWS TO BE SNNILSS SM J04 OR 516 A@ SERIES OR CORROSION RESISTANT- CMIED CARBON ST(EI. AS PER DIN 5001B W/ 50 b; YIEID SIRENCN ANO g0 k, IENSI(E SMENCIH & SUE, COMPLY W/ RO UOA BUILDING C00£ SC=N 201.3.74. S BOLTS TO BE ASN A-JN CM,VANIZM STEEL OR AIST M4 SERIES STANLETS SEEL 1,, JS u( MINIMUM MEL, SNENCW. 6 ANCHORS TO WALL SMLL BE AS FMLOWS (UNLESS ON£RWISE NOEO) (A) TO EA}SIIIAI POVSED C014WE7C 1/1' A TA O4 ANCHORS AS MANUFACi UREA BY LTW. BUILOEX. 1/4' 0 0 9/e' CALX-IN ANCHORS OR ELCO mNv & Ivmele 'PANDUAM' AS AMNUFACNRM BY POWEF FASENERS INC. AND ELCO COVSNUCBdV PRODUCTS RESPfCRKLY, I/4' p X J/4' ALL £DINTS SOCIO-SEY AYLT/0.RS AS OISWIS010 BX All POINTS SCRSV,, BOLT & SP£CNLTY COMP.M1Y, NOES A 9 MINIMUM EUBEOMEM INTO POURED CONCREE OF TAPCON ANO £LCO PANDAMM ANCHORS R 1 J/d 42) J/B' GU(-q.NKHORS STAG BE ENTIRELY ENB£DOV) INTO THE MUREO CONCRETE NO EMBEDMENT INTO SNCW SNALL BE P£RMO}£O, 1/4'0-20 SCRCWS USED SW, BE 1 1/2' LONG MINIMUM SHOVED SNCC9 EGST AND I- MINIMUM MR WALLS, WITH NO SUCCO, AJ) MINIMUM EMBEDMENT OF 1/4"p A J/4' AIL POINTS SOLID -SET ANCHORS SHILL BE Z/B' INTO NE MUREO CONCREE. NO EMBEDMENT INTO SULOO SHILL BE PERMITEO. 1/4" 0-20 S.S. MACHINE SCREW USID SHALL BE 1 112E LONG MINIMUM SNOMO STUCCO £XI9T AND 1' MNWUA FOR W/.LLS ON NO SIULI"O. 44) N EASE TINT RWEAST STONE pRETAST CONCAEIE PANELS OR PAVERS BE MW40 ON NE EASIING WALL OR ECOOR ANCHORS SNAIL BE LONG ENOI/CH M REACH WE MAIN SNUCMRC BEHIND SUCH PANELS ANCHORAGE SHILL BE AS INDIMTED ON NOTES A 1) & A 2) ABOVE. (B) TO IXE'NG CONCF&TE 8104W mU - 114E 1 TAPCON NICRORS AS MANUFAC"DO BY ITT SFUOEX. 1/4' 1 1 2/B'MIX-W ANCHORS OR SCO mMe & FemOle VAARMAT£' AS MµOFACNRED BY POWER FASENEML INC. AND aW CONSTRUC(HN PRODUCTS RCSP£COVELY. - 1/4' 0 0 4/4' NC MINTS SOLID -SET ANCHORS AS DISNAIUED BY ALL POINTS SCREW, BOLT & SpECALTY COMPANY, NOTES B 1) MINIMUM EMBEDMENT OF TAPCON AND ELCO PµE TE ANCHORS IN1O CONCREE BLOCI} UNIT SHALL BE 1 1/4: B2) )/B" C -IN ANCHORS SHALL BC ENNRELY EMBEOOCO INTO N£ CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SYVJL BE PERIAIT,TII //4'0-10 SCREItS USED SNALL BE 1 1/2' LONG MINIMUM SHOULD SNCOO EXIST, AND 1' MINMUM FOR WALLS WIN NO STUCCO. B J) MINIMUM EMBLOMEM OF 1/4.0 1 J/4' ALL POINT; SOW -SET ANCHORS SHALL BE J/B" INTO INC CONCRETE BLOCJ(. NO EMBEDMENT INTO STUCCO SWILL BE PM,,,,,1/A p_20 SS AAE,, SCREW USM SHALL BE I I/1' LOHG MINMUN SHOULD STUCCO DUST, AND 1' MINWUU FOR IVNLS ON NO STUCCO, 9.4) IN CASE NIT PRECAST STONE OR PRECAST CONCRETE PANELS Be FOUND ON THE EAYSTINC WALL ANCHORS SHN.L BE LONG £NOUGH TO REACH WE MAIN STRUCTURE BEHIND SWH PANELS, ANCHORAGE SHALL Be AS IN=70 ON NOTES IN OT) MID B.2) ABOVE (C) ANCHORS SHALL BE INS AUCO FOLLOBTNC ALL OF PIE HECOAIMENMBONS µ0 SPECIFICAMONS OF NE ANCHOR'S AMMUFACNRER. T. PANELS MY ALSO BE INSTALLED NORROI?ALLY FOLLOWNO INSLiWRNV DETAILS SHOIW/ ON SECOONS I WRU 9 (SHEET J & 5 OF 15) EXCEPT MAT HEAVERS 2 J & 4 SNAIL NOT BE UM. B D SHALL a TH£ RESPONSIBILITY OF THE CONNACTOR TO WRBY THE SOUNDNESS W IN, SNW R,. WHERE SMJRLR IS M BE ATRINED TO NSLB PROPER ANCHORAGE TiRS SNOIER SHALL ONLY BE AnA N0 MI CONCRElF, BLOCIt OR WOOD DAME BURONGS. 9. NE INSIXUATION CONTRACIOR a TD SEA[/MULX ALL SINJRFR COMPONENT E00ES WWCII I1f141IN N CONO UOM CON}AC} ON NE BASBAAR TO PREVENT 1WN0/RNN IN}BUS2W, MIX AND SEAL SHURER IRACKS AIL AROUND FL"LL u NCN 10. (0) INS P.E.O. PREPARED BY NIS fNW,NEER IS CDRAIC AND DOES NOT PROWOE INFORNIRON FOR A VIE SPECIFIC PROTECT,.- I.e. WHERE WE SIZE CONUIRONS OEA E FROM NE P.C, (6) COMPACTOR TO BE RESPONEI9LE FOR WE'SEL£CWN. PURCHASE µD INSTALLATION INCLUONO [RF SAFL'1)' OF )>ds PRODUCT BASSO ON INS FED. PROVIDED HE/SHE DOES NO,T UEVAE FROM THE COh'OBIONS OElARfD ON NIS DOCUMENT C014SMUM09 SAFETY AT SITE IS WE COVTRACIOR'S AfSPONSIBIUIY. W NIS P.ED. NAIL BE CONSIDERED 64VNJ0 R ALEREO BY ANY MEWS (0) SITE SPECIFIC PROJECTS SHILL BE PREPARED BY A FLORIDA REGLSMNW ENGINEER OR A.RCFBIECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R) FOR WE PROTECT AND WHO WRL BE R,RMNSB(E MR NE PROPER USE OF THE P.ED. ENGINEER OF RECORD. ACTING AS A OESECATLD fNGNEER M N£ P.EO £hriNEFR, SHALL SUBMIT TO NIS UTI£R WE CITE SPECIFIC O WTNCS MR RENEW. (e) NIS PfO..SHALL HEAR WE CAME µD OOGI SEAL AND SaRANRE OF WE PROFESSIONIL ENCINCER OF RECORD THAT PREPARED N. f 1. SHUEER AANUFACNREXS UBBL SNML R£ LG IEO ON A READILY NSIBLE LOCATION AT STORM PANEL IN ACCOROMVCE ON SECTION 1709.9.J M FLORIN BUILDING COO, ONE LABEL SHALL HE PLACED FOR EVERY OPENING. IABBYINO TO COMPLY ON SECTION 1709.9.2 OF WE FLOpM BWWjNC COO£ 7H15 DRAWING SHLL N£OT OBTAIN PERMITS IN THE STATE OF FLORIDA CODE 1 (Si RACK (SEE LOkPONENIS, SH£ET ,A OF 1511 -d,r CONCRETE ANCHORS (SEE SCHEDULE)— } •.i I Min.l No r I U W s O W N W 2 i�� I 1 I� ^>♦`—I -I a I_:_I �_�__. I 1 I �+-�i I i ,�'r �pA.1%((�'Ys 3 T _ CONCRETE ANCHORS (SEE SCHEDULE)- I J. Z —W70M l CK STORM PANEL TYPICAL ELEVATION (SEE LOMPONF IS• SH i fA OF I$) sucE : ,/e' - L • •:.z�.oFS �IORIOP '�l��. SJONAIE,A '1/4' Max. CAP \�I 1/4" Max. CAP—{ '— .. FLOR/OA BUILDING CODE (Han High Vslaeity HuMcone Zone) ann m,an wa 0.040 BERTHA ACUMlNUM STORM PANEL Lc P.25e DEEP a"ec SECTION A —A EASTERN METAL SUPPLY, INC SaE:,/e IL COm.. � � mur r_rnwa s Encixexewo covrxnr xtlr eAur �jp! rr..wo! .m ww corm n yam axone 6!r/xm-fin nlc ryry�r-1!m 17-094 -oaoeno n�n.o-�m dumrc no ~ Iw.IFn A Ntlf 41 V.E /q! a iI6PXL Vc 41161 '9f61 _i•_ __.`-' - 1 I 1 1 I I I{ � � I { I t i l l 1� � i' � I •, � I 1 1 I � I� I I I � �-Po A4 PONr Skro-aET M nco Nmo>< wN= o r w lW,' W 114.0-' 0 dl O r(sa 3 0.G MR MTHORS V/ • tYCCNS aP CW'-W 4XYpR5 [. 0.— d w/ w/ :/� a -pa / (r2 sumu,E MR .;oicwc} —c a racarrs on wur-W arwaes %/ I srHeaue mnawJ. '/ / (s6E so¢art[ mR sPRcez} E B, acE sm',wac lee seAcps ; vowm i/ —I. caN WO T caring RmN/Rm I i%. RfaNlRm II. / caxvFrE—. I ./. m.�[a-� m�co // REOPRm r•11 I)•�/ RLDYRm /%)+, "ii/�/ I 1 i t CwL 1 i 6 Ccnt I tEG taGICW i y `A I sEvvu»oN N (XSRNr LL153 I 1 W sivwn'mv m C%614Wi aLlSf y _ 1 j YAK I7le'. aCr M.0 s £NSMIc CfAS 14 a u• a. c 1 i I i I12-o.1 z' I , I An ATE-; c-c I i Y I 1 coLst¢rr ,% r I "Td Ols toRJ zwcwrs o.R err-.v A4ernRs-. / ' / /i eovNm rsrc swmvt[ taR sRACBFJ. races oR fi/H-W i3r25LNCOVLE mA 5%trMG} _j E, CHM-lN. IL. PoWI aafN-aFr CN] nM ^v/Nrmro4 Y,N[L4TE O ® CONCR4Te— RxU w C lm J/ /.>zo .wnvu. ear w o I N w/�v/ Tnvsav ear . !sa scemNm [aR m.LwsJ ALTERNATE WALL MOUNTING INSTALLATION /D M. CEILING &FLOOR MOUNTING CEILING & FLOOR MOUNTING 'CEILING & FLOOR MOUNTING .SECTION 7 sw,E;,/s•. f- INSTALLATION — SECTION 8 INSTALL HON SECTION — 8A INSTALLATION — SECTION a ILTERN1rE C IINC & Wi YW INS) NpN - CRP WWe QVl16QP Noi. Ab.O OLSA'N PRc�eR[ PAMY. pF .n,-)e E elfbinr.. EA A.. n�zs a. _ ¢cE orsrasE '��'`nS fPoTC f0R LOYBaMBBN W SECBBM1S : SIOEE WAUT BaLIS MC !/1'o,S/]Y'MIL'x Hf/B Y.o W A2 & IY/ipryM wNt/riaaR/C6&NC uWHlINC SEC M CAN BE K .N01ES At B1 (SHm1 r) LBNBWm IN ANY WAY iB .Apr ANY RKrAIAnaN. IM 55 HEN BO[TS MC I/� I/e'THICR HEN WLMNL SCR-M M/(fN4'IH K PBt Aa2S At tr 8} (SNQT )) 167 FLORIDA BUILDING CODE (Non Nigh Ve/ochy Nerrlcano Zone) RIDA/�@ p AVIF ILL EC,O,Yc. r///Nw", Ir(!.l' tEmNG t IXWH[[RWa CWRAxY em awe. m m. an as wmw cma..+ zn FB-aW6l1B 2aF0.A �Ixil6> 0.040 BERTH4 ALUMINUM STORM PANEL .25' DEEP Ec DE Br. EASTERN METAL SUPPLY, INC 42MB rRONs ow.r IRr iAiy eFA[I(M1 anal nm� (ser)zawyant, ac (ael/en-nIb w,E 17-094 uW.LW tb n • 31/IIr ! a! ie POVREO L6YCRM YM/FS J' P �--1.SW' Mm. .. a $ oe©art 6A OAO C6vcFflFAMKW$ , 2 z • a c � ] OTC n pN OA®OFO aP ]2-@ n r cur rAx49, t.. i"� i OR@ ,.mo• LW o. LR9 J o u' L. c s� T' A z' :.LJJ• ro N¢RlMTf eEc IcrRncv L l T : Alum A Ca OR Cme (� Y j .OBO' J,OSHIN ygET S 5 1 ryz 2 ae 3 cw Q ew $ recce ANun eow Pure w600 -1b NLOY i' we 6 6A ae 7 OR 09 CASE C (Plan) CASE A (P/an) -. . a e m sc;' srAle 1 4 _ 9" oT as s": r,OR /• SULE: 1/4• s p' W/AG'NV! Jt05-h i! OR 60bJ-ID ALLOY LbnA �Wnv ANLI( CASE B (Plan) SCALE: 1/4•- 1- I' IRM aAJ R.fI9JV109 M-U We - 6 NLOY C' A•un, µLIE IWM NJIppS O I2' 6 L. CASE D (Plan) sCAIE: 1/4' _ ,' PJt/RFO LLM:P[1£ L4 � &CYX IWIL END CLOSURES DETAILS CASE E (Plan) 9GIC I114' - t' 'i Iwo Nw, iA4L1 LD4711 a AWldv DKwG L (a) 0010'AL(/.10I/IW OANRQI Y' p NWQSO„ GNCSILII RIMG la..0 s a k secmiNs saNlrca sLcnw, f25.0, -250 13'-0' 12'_0• 111_9• $'_0' u`n r35.0. -30.0 I2'-0' I1'-5' /0'-9 8'-6 IZ"rr -"..A -$50 JI'-I I"-6 0'-i( 8'-6' 1211 ,35.0. -40.0 10'-5' 9'-10' 9'-0' 8'-6' 1I'n HG4 -45.0 9'-10' 9 <' 8'-V` 8'-6 I2'n f4S0. -5a0 1.,. 8'-10' 8'-4 8_6' 12'H f5aa -550 8=10' B'-5' .7-11' - 13'H -SA0, -6aD 8'-6' 8'-1' ='-7 - 13'=f f60.01 -650 8'-0' 1-1. 7'-<' - 13-ff 12'rr f70.0. _ao 6'-Il' 6'-11- 6'-9' - 1z'n f75.4 -80.0 6'-6- 6=6' 6'-6' - 12' .no, -90.0 f 9O.0. -95.0 fi=6' $'-B 5'-6 - 12' T 6.0. -100.0 9•-2• 5'-2- 5'-2- a 100.0. -I03 1-11' <'-1/' ('-IJ' _ 19• 12' NI5.0. -II0. <''-<' 6'-P ♦'-1- - 12' "Ma -133 4'-2' 4'-2' 4-2- - 12' SECTION 8A IS ONLY VALID FOR MAX. AS.D. DESIGN PRESSURE RATING UP TO ♦ 70. -75 PSE f'F Mar. ANCHOR SPACING FOR SECTION 8A SHALL DE 6. O.C. NOTE: MINIMUM PANEL LENGTH IS 3'-0". *I'MAXIMUM ANCHOR SPACINGS ARE VALID FOR ] 1/2- EDGE DISTANCE FOR E 0. LESS DWI 3 1/2; REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY ME FOLLOWING FACTORS (NOT ; MI,, E. D. FOR C -IN f,NCNORS 15 2 1/1 f. FOR THIS OPFM710N W BE POSSIBLE REDI SPACING OBTA USING FACTOR SHALL NOT IT LEss IHw MRBMUM SPACIIIG INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTWL C D. PANEIMATES UPCON 5LL)D-SET CALK -IN .78 .75 2 1/2- 1 112- ANCHORS ANCHOR UK TYPE SPACING TAPCON/ 3.0' PANEUAA7ES CALK-LN 2.5' SOLID -SET 3,5' • SLE MMT ON SHEET 11 1HRU 15 OF 15 i 'Wla LFKTH NN16<I FOR 200R,l=G JNSTl1L1 s .m W MAN C BIALDING£ 1 I 1 I---Ibtl' (Nul 0.Nll� IJWi I 445W l3JJ" 4RM'-� i n.I.fp4- 1 t -2125- II 4Lr=Y 1. ^� EULL PANEL W/ N A/M n ED �ISIII' (ID 4 11g11n�_�� �-IEO]'!-2RcM Y01H1--y I.SrO'-1 .-LWJ. !,M' 45W-_ �tyrq• ! ' ® OPTIONAL FULL PANEL W/O H MM D COG S y r.]Ir• F r .. r]s• n.ae• �. kL -4 �-S¢tl umJ SQ3' ANGLE BUILD OUT BRACKET . W..• .oar• l !� DETAIL 1: snm r/ oY ufii rwc wcal Ivnrm w. mn r ev (EIII4nK w°n% I.%] I SN — JM r• { I nmJ I v ! I r S. Ib' HALF PANEL W/ HEMMED D. c Xpll� 'hh'' HEADER OPTIONAL HALF PANEL W/0 N MMm Fnrrc ¢¢ i mrm r«r<v0 �§ 1 d J p 1 _ o� �d yF ado ; ° OPTION I 'd OPTION P (V REVERSED 'F' ANGLE TRACK It].r.Yfi.. r 10 KFY NO F AT PAN ! �F ©0 MUM HOLE AT PANE )) KEY HOLF WASHER (OPTION TO 10) f[OLW Iq 1/ n 13 2'x5'(MAX. )xf/B' I �----! "ULF WITH cnrn — mvc.yF. r - r.rle• °90• fi9Y 'C. TRdGK �: aa•. I' S' max. 'U' BUILD OUT ar r:W. I• nr- � �-ram l]G/YlC ® f' TRACK ANGLE •YF. r• �---LSfiO--- •350' 1 f--Leer-� Q 'U' NEAOER cvr. an". r r T s¢ BO 2' ' MOOED ANGLE r.�r, sr. 1• I —P i S/I6'HWf-� L n�Ylfi•I� 1 a@ y� raa rsi: i�]m • = � � � Si WCMM SCOW IAg9A5; � ���. � _ — - — - ,/lo•�� i '-T v7 2 //I'r/1 D40' rS//IN[ AN Y I su' eYT. �• I6 d/16'rl'rI4' ON- WA / P • COMPONENTS •wt NY. p FLORIDA BUILDING CODE Non Hlgh Ve/ocli r Hurricane 2 =ml=+L me 0.040 BERTHA ALUMINUM STORM PANEL L< (2.25' DEEP oww IL E EASTERN METAL SUPPLY, INC Ci QAHC.. 17-094 aurwc xo Lvm u w rs