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Al A2 Cs+ A3 A4 00 oa ©a oa 0o I oo Rao . o0 00 00 �a ao Bl B2 63 B4 OPTION HDWE FAMILY 7 LOCKING HARDWARE DESIGN PRESSURE Al Bl MORTSE LOCK SCHLAGE; LB000, LB4009ERM5 FALCON: M SERIES +70/-70 PSF A2 CYUNDRMAL(BORED) LOCK SCHLAGE;AL. MD. A FALCON: T. B. X 4 A. H _ B2 BCHLADEFSERBS(F(A)I0MW01(A➢`NYHB3B-DEAMOLT A3 BCHLAGEF(A)3001XSHANDLEBETWRN DFI.OBOLT OR E�BOLT BCHLA E F(A) 35=02 HANDLEeETWRK DEAOBOLT CYLINDRMAL(BORED) LOCK (AUX.TH OAOLOCK SCRLAGEB200 SERIES(321MVl106000RH100 SEES (H110/153M00/IB9 ) INTERCONNECTED). INTERCONNECTED ENTRANCE LOCK +67/-67 PSF DEXTER JSERIEB(J1 D140154) WITNJDSERIPS(JD6D102) DEAOSOLT 63 JHSERMS HANOLEBET WITH DEAOBOLT (JH60102) BROADWAY USERIES (U10/40M1) WITH B100N1002DEAOBOLT U1060H002 PASSAGE HANDLEBET WGN OEAOBOLT A4 MORTREEMITDEVICE MONARCH:IBIJ +%OI.7O PSF B4 LTR I DESCRIPTION E DATgPPRDVC➢ A APPPOYAL DWG OS/2S/OS _ I B 1 REVISED NAME JPD 11/0I/13 1 V— SCANNED 3 Li i BY St. Lucie County OPTION DOOR MODEL A ' L.5,TA46Z SERIES FLUSH B ICE SERIFS EMBOSSED PANELS MUTES- 1. ALL DIMENSIONS SHOVN MAX. AND TYP. FOR ALL DOOR/FRAME NODSLS 2. ANCHOR REQUIREMENTS, SEE SHEET 2 FDR APPROVED ANCHORS AND INSTALLATION, 3, HINGE AEDUDREKENTSi n.S' STD VT. MIN (MIN, 3 HINGES) BUTTS OR CONTINUOUS HINGE FUR DOOR OPENING UP TO 7'6' HIGH - HIN(3) HINGES FOR DOOR OPFNIND 73•7' - R•A' M. _ um 11, -1- A. SEE SHEET 2 L 4 FUR AVAILABLE STANDARD OPENING SIZES AND SPECIFICATIONS B. HARDWARE INSTALLATION AS PER MANUFACTURER'S INSTRUCTIONS. 6. V FACE HEAD IS AVAILABLE, 7. APPLY CAULK AS NEEDED. 6. VHEN WATER INFILTRATION RATING IS NOT REQUIRED USE ONE ROW GF P3074 YEATHERSTRIPPING PER JAMB AND HEAD. INSTALL PER SHEET 3. 9. SEE SHEET 5 FOR VEATHERSTRIPPING OPTIONS 10 MEET WATER INFILTRATION. SCHLAGE LOCK COMPANY, LLC 11819 N. PENNSYLVA14TA STREET CARMEL,.IN 46032 T3L L6PRD71S'—' WIND AND SERIES 1-3/4' 53'0 7E0' SINGLE DOORS F/MU SERIES FRAME F. 05 012 SHEET I OF 5 y i - I i / I RHOrxAYE AND RLOCX WAu STIRS. m mol� %= sm ANCROR 0 LCCF� ALOCR-w OR ANCNOR NIOHT8A%Q C 0 mo- A m. ANCRom At vwl I ORRW� 0 0 A.., mkt SW( ALLS 0 P ?� M SUT. PER SRS1 STW w4t9 mAt ailwn LTR R E-_VK S 1 0 N S DA E A APPROVAL. DRAWING TIC, 137a51, 0S B 'REVISED NAME JPD III/oviSt O"Z7 A.. I/.. x 1-3 4' 314�WCCN ula,m OR OUTEWHO FUw WnRlDR F WSWNO C,OCR$ siw WSTAUApcw (Tmon) I JAYS BASE ANCHOR A" SAM ANCHOR MDED OR AOXSTAGLE) RVLOW OR ADXSTABUE) APPROVED NOTTO, I WOOD OR B=rW kL MOOMOF �WOAACS�MOWµ� MST Be,,,MO=�%�WA R. UNIYSRM ANCHM CAN BE USE, F,, WoboMa BIE66D1D APP{q/1WK5 I NWSM OF ANCHORS FOR VARNVdUPEHWDNE1DM9 M MM O'STANa BETWEEN M ORG. SINWN ONINTS SHEET. A. FR"`VANCJtOR WSTAU4A7RPN SHALL CONFORM TO THE SWELCSAFT 1 NsyµLLTNN WSITUCTIONS, mi las RECOMMENDED uvsrT dvsTRUL 's FENT STF& FRA'QFS, AND ANSWDHI A115.10 INSTAt"WH GUMEnR WWSAA, mWl0vvAAZ S SCHLAGE LOCI( COMPANY. L.LC 0� LOCI( 11 1 9 M 1819 M. PENNSYLVANIA STREET MEL IN CAIRIMEL IN 4D032 ANCHOR DETAILS / MOUNTING CONDITIONS SHEET 2 OF 5 5 WELDED HEAD NOTCHED HEAD SITS ON TOP AND BUTTED BETWEEN JAMBS OF NOTCHED JAMBS TABLE I. AVAILABLE FRAME CONFIGURATIONS 'SUA' SET—UP AND ARC —WELDED ASSEMBLY A8 X 5/8 TRUBR 'MU' 'MULTI -USE' SERIES ASSEMBLY FRAME SERIES JAMB DEPTH MAXI DOOR OP N NC SI M CFiS/HRS I6 ,OS] 14/OB7'. F 5.75"MIN. So"T0• CALV I2 ,098' MIN. STAD LESS 18/.OST STEEL MD 5.75' 3'0' 710' CRS/HRS 78/OS3' MIN. CALV 16fTISj�':1 DAM A APPROVAL DRAWING �05/25/O5 B I RENSED NANE JPO 11/01/I] 1 2' rMIN. 1.94• 5.75' MIN. VARY VARY HINGE JAMB 2' MIN. 4' MAX —L STRIKE/HINGE JAMB WFATHERCTR�ppMO DETAIL WHEN WATER INFl TRATION' IS NOT REQUIRED (ALL DIMENSIONS TYPICAL EXCEPT WHEN SPECIFIED) Nam. I. FRAME CONSTRUCTION 1.1. MINIMUM JAMB DEPTH - 5 3/4', STOP HEIGHT - 5/8' 1.2. FRAMES AVAILABLE AS FLUSH (F-SERIES) AND MULT-USE (MU -SERIES) (SEE TABLE.1) 2. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 2. 11 19 NE PENNSYLVANIAYSTREET CARMEL. IN 46032 FRAME EROPTIONS PROM WEATHERSTRIPPING DETAILS WEATHERSTRIPPING ATTACHMENT YMF JPD �:� III�IIII,I�II SiY•°•'•'•'••••l •::iis :iiiii;i ,v +:+::• - aria rr t (A) POLYSTYRENE (B) POLYURETHANE (C) STIFFS STIFFENED V/ r+.—.• rM.unSG+L I..EXPANDED POLYSTYRENE RAN ELFOAM N200 NAT SHAPED SECTIDNS 20 GA. HONEYCOMB (E) TEMPERATURE RISE CORE BY ATLAS,: DEN4TY�1:0 26/iT' GRADES DI ANB 06 PENSITY, 2R LBS/CUFT MIH VELDED 6' O0. TO INSIDE ZE M AYAFT PAPER. L2' CELL Sim AND FIBER &]ARD OR-POLIASOCYANLRUTE H2FA DEN STY, LO LBICVT DENSITY. 17 4 LE LBS/CWT BY OJ0M DENSITY TT OF FACE SHEETS MAY SNAPED SnFFENERS TO BE VELVED IWETHER AT TOP AND BUTT BETAn A 84V r4)T F, DNST N S 4' 6 AVAILABLE DOOR CONFIGURATIONS TART F I (SFF NOTF T.1 DOOR. SERIES CORE MATERIAL MAXIMUM DO DR OPENING SIZE SKIN MATERIAL PER SHT.7 MOTH HEIGHT DESCR. GA. IN. THK HONEYCOMB CRS 18/,044 L POLYSTYRENE 3.0. 7'0• GALV 16/.055° POLYURETHANE 14/.070' 8 STEEL STIFFENED 3'0'. 7'0• CRS 18/,044" GALV 6 . ,070 HONEYCOMB SL/SZ POLYSTYRENE 3'0' 7'0' CRS GALV 16/,044' POLYURETHANE 16/.055' T MINERAL FIBER .3-0- 7'G• CRS 18/.044' GALV 16/.055' 14 ,070• CE POLYSTYRENE,/ 3'0' T0" 18/.044` HONEYCOMB GALV 16/.055• TABLE 3. CRS ASTU ATDOB MRS ASTN A10TI GALV. A60 ASTU A924 9TL 304,306 ASTN A240 2 n� NOTES- 1, DOOR CONSTRUCTION 1.1. MINIMUM DOOR THICKNESS — 1 3/4'� ' 1.2. DOORS AVAILABLE IN FLAT AND EMBOSSED' SURFACE MODELS (SEE TABLET) 1.3. ALL DOORS ARE FLUSH — NO CITES OR LOUVERS ALLOWED PER THIS APPROVAL 1.4 OPTIONAL DOOR VIEWER PREP IS ALLOWED WIT. ' MAX. HOLE 45/8' (SEE DETAIL G ON SHT,5) 2. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 3. MINIMUM HELD STRESS FOR STEEL IS 44600 PSI. SCHLAGE LOCK COMPANY, LLC 11919 N. PENNSYLVANIA STREET �- CARMEL, 1N 46D32 12 SHEET 4 OF 5 I TABLE 3. CRS ASTU ATDOB MRS ASTN A10TI GALV. A60 ASTU A924 9TL 304,306 ASTN A240 2 n� NOTES- 1, DOOR CONSTRUCTION 1.1. MINIMUM DOOR THICKNESS — 1 3/4'� ' 1.2. DOORS AVAILABLE IN FLAT AND EMBOSSED' SURFACE MODELS (SEE TABLET) 1.3. ALL DOORS ARE FLUSH — NO CITES OR LOUVERS ALLOWED PER THIS APPROVAL 1.4 OPTIONAL DOOR VIEWER PREP IS ALLOWED WIT. ' MAX. HOLE 45/8' (SEE DETAIL G ON SHT,5) 2. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 3. MINIMUM HELD STRESS FOR STEEL IS 44600 PSI. SCHLAGE LOCK COMPANY, LLC 11919 N. PENNSYLVANIA STREET �- CARMEL, 1N 46D32 12 SHEET 4 OF 5 I ''' ///--- R E V 1 S I O N S 13.9--4— 13.9 F--191 --y M MOT' I LTR DESCRIPTION DATE APPROVED --- --_— I _ A. APPROVAL ZVG YMF 05/25/05 -- MRIGM SEODDN B REVISED NAME JPD 11/01/13 ��3/$�//By/$j NOTE 20.75 —.— F EpO E 1R5 SEE ON ALLW aE�j—I SEE NOTE 1 DOOR VIEWER IN -DOOR PREP ' O FAS SEAL DOOR Swiss DETAIL'D' TOP OF DOORMEAD WEATHERSTRIPPING 0.50 0.13 ri 5DD - I—� 00.625' MAX. r t '. •. 7 � OZERO INTY 555 SME9 THRESHED A LE VIEWERS: "TM NEOPRENE BUMv[P IVES U696, U697.596, i U098, 700, U700 I (1� 0.50 TOPCAP 'F DEXTER 657, 698 D AIL'E' I 0.25 T) 5DD '—� BOTTOM OF DOOR DETAII'F`I WEATHERSTRIPPING OowKO 2OD557AE5 THRESNOLO AND SILL INSTALLATION HINGE JAMB MTH SWCONE MMn X OR PID: SEAL ADDITIONAL WEATHERSTRIPPING HARDWARE oM' SWEEP INSTALLATION BOTIOM a1M1NF1 REQUIRED ONLY WHEN � S WATER INFILTRATION IS NEEDED Q' APPLIED 10 THE 3 0 50 0.25 I OM gr APPLIED iD EEK SOrTT B, f DOOR SEAL AREA AG INST .sHe. �5}� YUii AGAINST uATONAL WARD 9" DER 45 TM!MOLD 1O ZEROPAR7 NO. \ 7 B CL=D DOOR O wrtN SLICW[ MNn 8144WS POOR (� OR NEOPRENE LIMPER 0.063' MPI TED 1, 0.0v' U.S �I HEAD AND AMES I Ai "Y OSOD 0.375, FLOOR / ig. CLEARANCE 0.25 T� 5.00-�� gy'y4rD DOORSWEEP SURFACE MOUNTED O DURABLE SU-205Hv WRIEB'TNRESN0.D ALUMINUM iu NOTES: WITH NEOPRENE ^L 1. SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH. L 2. DOOR SWEEP RIGID SECTION IS MADE OF PRO —FAX JPD-199 POLYPROPYLENE HOMOPOLYMER DD7' 3. DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE 0101-73 O 73 OUROMETER — SHORE A SCALE ZE0.0 PART NO. 539 ZERO PART N0. 739 w— '1[N3 PLPVE •••••� ' I Owl SCHLAGE LOCK COMPANY, LLC I 11819 N. PENNSYLVANIA STREET rlamc1 OAG9' 1-�._. CARMEL, IN 46032 a9a' sun-a4m 40.�q 1.38• wm u.� ncr�w TiII' OR OPEN- / r DOOR OPENING ACCESSORIES 1 Off, J geenp., YMF BOTTOM SWEEP, THRESHOLD Ir.uPa. PIP -a AND WEATHERSTRIPPOTG DETAILS 0.08 1'-0.500' r0 MEET WATER INFILTRAnON v5.0T1 06T ° —�- v ^�3 PY .�jH�ggn^"g O RAIN GRIP OADJUSTABLESTOP o3'Friw� I{�o5-0iC SHEET 5 OF 5 _--_ ZERO PART NO. 11 ZERO PART NO. 475 — I'Eku uic DI ITFIfeT-F----� G HORIZONTAL SLIDER - NON -IMPACT (SHOWN WIDIFFERENT OPTIONS) 26 7/e MAX. OVERALL FLANGE WIDTH —1255/6' MAX. UNIT WID---TH--I GLASS DLO I x IIO III x E 3 MaXs" F fJ D e SASH WIOHT _.,�.._ E MAX OOVERALL OVERALL FLANGE WIDTH 54' MAX. UNIT WIDTH 233116- 1 A 233 6' GLASS OLD GLASS DLO TABLE OF CONTENTS GENERAL NOTES '& ELEVATIONS....I GLAZING DETAILS ............................2 COMPARATIVE ANALYSIS ............. .. . 3 SECTION VIEWS & ALT. FRAME ..... 4-5 EXTRUSIONS & ROM .....................6 ANCHOR SCHEDULE & NOTES .......... 7 INSTALLATION DETAILS .....................& 1. N ERAL NOi C• //cp m� 1. TO RID IS MANBC), COMPLY WITH THE L BUILDNED ING TO COMPLY WITH THE FLORIDA BUILOWG CODE (FBC), CURflENi CURRENT WINDOWSYSTEHS EDITION. 1800 SW LOTH AVE. OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 2) W W W.CWS.cCWS,CC 3. CONFIGURATION OX'•'XO". XOX'. 8200 PVC 4.. DESIGN PRESSURE RATING (SEE SHEET 3): -NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSUREAND HORZ. SLIDER GLASS TABLES ASTM E-1300-04c0IM9. NON -IMPACT -POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04601/09. a z i G 3 5.ANCHORAGE: THE 331fJ% STRESS INCREASE HAS NOT BEEN USED z w0 yrwr" IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR w z O ¢ C DETAILS. WINOLOAD DURATION FACTOR CC=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 0 z _z G 0 3 O ¢ � i a c i w� o 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE 0 O OF-OL1a... 0 R w z SYSTEM IS REOUIRED IN WIND BORNE DEBRIS REGION. z z0 U'0-2 Dy 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED > G U C 0 z Z'i AT FIXED MEETING RAIL AND JAMB ¢ ¢ ¢ � j 0 3 6. SERIES /MODEL DESIGNATION HS-6200. 00 yOWyW zyu¢ia O$m1- 9. THE DESIGNATION % AND OSTAND FOR THE FOLLOWING: p. ¢ wlx-0 Z=2N x 0: w�aw X- OPERABLE SASH. O e FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR >a1`.... LTG LOCATION. 11. EXTERNAL WEEP SLOT = I/4' X I' LOCATED 6' FROM BOTH ENDS. `�,•' 11e 58201 :gyp? D �•1. OTATE OF SCANNED B X O B 571311T BY DLO St. Lucie County r1 26Jfz. MAX. SASH WIDTH CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING XO 54" x 62" SEE COMPARATIVE ANALYSIS CHART, SHEET NONE XOX 1/4 1!2 1/4 125-5/8" x 62" NONE Lucas 3;TM'"'(tlg1Dr;�i�c. Turner 2017.08-30 17:13+20:00 . 8/2W017 LUCAS A. TURNER, P.E. FL PE b 58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941.300.1574 GENERAL NOTES AND ELEVATIONS Rw AAJ 07ro1108 CWS-3407. E SHEET 1:33.33 1OF8 aaguzra WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA U474 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT a z 3 ¢z3 F O O NWO QI- \ W 202 ¢C 116. OVERALL 72. OVERALL 7W OVERALL AB' OVERALL Z O ~ O U ¢ 0 nz Wa IV ANNEALED -I W6' ANNEALED IV TEMPERED 31W TEMPERED ¢ o mu- E LL m � O W G E2' AIRSPACE 12' AIRSPACE 5!B• AIRSPACE 12• AIRSPACE a O -t Z ¢¢>N15 d IN' ANNEALED 3116' ANNEALED IN' TEMPERED 3116' TEMPERED 0 0 ¢ t>i10 3: 0 w SIKAFLEX5620R u =2d ¢ONw y SIKAFIE%5520R r,.J pURFECT GLaZE'M 6 SINAFLF](ED SIKAFLEX 5520R O Wf0 aS�> PURFEOT GLAZE-W / PUflFELT GLAZE W PURFECT GLAZE W ¢ 2 a 2 3 w N u F a 112- GLASS DITE 12' GLAS$ DITE \\\d t1.0RE4V r7ho p —� 12'GLA^uS SITE IQ' BffE �\. .......... N. SSZ01 :.9 IIL'1'IIII :'A: STATE OF ik 0 4 9 9 LI 9 ��Fs�.<,oR1o�i��F ' A'�h ..... ENGYO GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D 8/28/2017 - LUCAS A. TURNER. P.E. FL PE P 58201 1239JABARAAVE. NORTH PORT. FL 34288 PH. 941.380.1574 I M GLAZING DETAILS DH\ N Y Alc w. AAJ 07ro1ros I WS-340 E SHEET T. 20FB 11 nruOunr 1uU+ I1MaUHUN IHt FLXEDLITF GLASS TYPE A, 8, C, ORION THE SASH) UNIT WIDTH(IN) . 55 165 1 187 12 102 114 108 314 1110 114 120 125 5/8 UNIT I SASHWIDTH(N) HEGHT(N) 15 5/8 1 18 7/18 1 2. 5/16 24 7/8 29 110 1 30 7/8 131 SMS 134 1/16 135 11116 17 7/B 29 12 +45/-45 +45 /-45 1 +45/-45 +-05/-45 1 +45/-45 +-05/-45 1 445,•45 +45 /•45 +45 /-45 +45/-45 +45 /•45 +40.1/-40.1+39.1 +45 /-45 /-39.1 +42.5/•425 +33.5/•33.5+30.9 +40 /-40 /-30. 31 12 +45/-45 +45 /•45 +-05 /-45 +45 /-45 +-05 /-45 +40 /-40 +39 /-39 +33.1 /-33.1 +30.4 /-30. 35 12 +45 /-45 +45/•45 +45 /-45 +45/-45 +45/-45 a40 /-40 +39 /•39 +32.9 /-32.9 +30 /-30 39 12 +45/-45 +45 /-45 +45 /-45 +45/-45 +45 /-45 +40 /-40 +39 /•39 +329 /•32.9 -30 41 12 +45 /-45 +-05 /-45 +45/-45 +45 /-45 +45/•A,-40+32.9/-32.9 I3 4D/-30 43 12 +45 /-45 +45 /•45 +45/-45 +-05 /•45 +45 /-45 +40 /-40 +39 /-39 +329 /-32.9 w301-30 47 12 +45 /•45 ±45/-45 +45 /-45 +45/-45 +45 /-65 +45/-45 +40 /-40 +39 /•39 +32.9/-32.9 +30 /-30 51 12 +45/•43 +45/-45 +45/-45 +43.8 /-43.8 +40 /-40 +39 /-39 +32.9 /-32.9 +30 /•30 53 12 +451-45 +45/-45 WS/-45 +-04,7/-44.7+41.3/-41,3 +40/-40 +39 /-39 +32.9/-32.9 +30/-30 55 12 +45/-45 +45/-45 +45 /-45 +42.4 /•42.4 +39/•39 a3B/-38 +37.7/-37.7+32.9/-32.9 +301-30 62 +45/•45 +44.9/-44.9+40A/•40.4+36.4/.36.4w33.1/-33.1+32.1/-321+31.B/-31.8+30.61-30.6 +30/-30 UNIT WIDTH (N) UN HEGHT(M 29.5 31.5 35.5 39.5 1 41.5 43.5 51.5 54 17.875 H5/-67.5 +45 +45/-67.5 +45/-67.5 +45/-67.5 w5/-67.5' +45 /-61.9 +451-54.6 1 +45/-50.8 29.5 +45/-67.5 +45/+451-67.5 +45 /-67.5 +45 /•67.5 +45/-67.5 +45/-58.2 +45/-49.5 +451-45 31.5 +45l-67.5 +45 /-67.5 +45/-67.5 +45/•67.5 +45/-67.5 +45 /-67.5 +45 /-5fi.2 a45/-49.5 +45 /-45 35.5 75/-67.5 +451-67.5 +451-67.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-58.2 +45/•49.5 +45/-45 39.5 +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 41.5 +45/-67.5 +45/-67.5 +451-67.5 +451-67.5 +45/•67.5 +45 /-67,5 +45/-58.2 +45/-49.5 +45/•45 43.5 +45/-67.5 +451-67.5 +45 /-67,5 +45/-67.5 +45 /-fi7.5 +45 /-67.5 +451.58.2 +d5/•49.5 +45/-45 49 +49/-67.5 +451-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45 /-67.5 +45/-68.2 1 +45/-49.5 +45 T45 51.5 +451-67.5 +45/-67.5 a45 /-67.5 +45 /-67.5 +451-67.5 +45/-66.7 +45/-58.2 +451-49.5 +45/-45 53.5 +45/-67.5 +45/-67.5 +45 /-67.5 +45/•67.5 +45/-65.9 +451-63.6 1 4451-58.2 1 MS/-49.5 +451-45 55.5 W5/-67.5 +45/-fi7.5 +45/-67.5 +45/-65.4 WS/•6P.9 +45/-60.7 1 +45/-56.9 +45/49.5 +451.45 59.5 .45 /-67.5 +45 /-67.5 +45 /-85.6 +45 /-60.1 +45 / •57.8 +45 / -55.7 +45 /-52.1 +451-49.1 - +45 / -45 62 +45/-67,5 +45/-67.5 a45 /-62.5 +45 /-57.2 +45/-55 +45/-53 WS/-49.5 +451-46.6 +45/-45 1900 SW 44TH AVE OCALA, FLOR IDA 84474 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT < z 3 az3 z Iy N W wJo ak 9 ¢W3ro¢ z zWsaa366 8 ONO1jd't;E oz DONZ=~'N a �z'WM05 �Q))Fo)w =02 Ir W ¢ 0O¢�03tD2 w N W z21a OJ01'- a a Wr0 wi¢N r a ¢3w a Ne 5E201 STATE OF "PORT. 17ER, P.E.201A AVE.FL 34288.1574 NOTES: AAJ 07!01/08 LIF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE 2. All XO%UNITS MUST USE EITHER GLASS TYPE B OR TYPE D ONLY. CWS-340 JA E SHEET 9 'Ir 0 WINDOW SYSTEMS l♦\-W! 5 6 3 0 0 7 43 9 10 6 1800 SW 44TH AVE. OCALA, FLORIDA 34474 wWWCWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT z a 3 f O O NW1- W ZOZ OG 1 3 14 44 1 5 61 4 4914 49 4 1 64 Z ZWi¢~¢3Ox SECTION VIEW B-B O U O O�O ¢i�Q UyrUdrya- z-j�?F-mu1 Z i pz OU - u 00.0 a3p_xo_ w ismc � � ¢ Sates UCZvi �q W m OWNW LL 0 0- Wr0 ax=N a r a ¢3a�' `c"PtyOREW'..... % `v N4 58201 �P INTERIOR - .P: STATE GF .7W.` 40 '4�'SS70NA, EN•••`• 49 \` 11 10 16 y Xs 1 8/28r'017 LUCAS A. TURNER, P.E. FL PE 158201 4 1239 JABARA AVE. 2 NORTH PORT, FL 34288 SECTION VIEW C-C PH. 941-78D-1574 NZVIF A - ALTERNATE FIN FRAME SECTION VIEW A -A SECTION VIEWS OX J TF.— AAJ 07/01N8 CWS-340 E ITEMS NOT SHOWN FOR CLARITY. 20. 25. 27, 34.39. 40. 41, 48. 51.52 SHEET 12 4OF8 INTERIOR ERIORI V SECTION VIEW F-F ALTERNATE FIN FRAME SECTION VIEW D-D ITEMS NOT SHOWN FOR CLARITY: 20. 25. 27, 34. 39, 40.41. 48, 51, 52 WINDOW SYSTEMS 0 1900 SW 44TH AVE. OCALA, FLORIDA N474 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT Z ; a,i 1- ow0 ww z woo a zOz ¢�i. a aw3ZO;3x ' z op�aIGa-3io0s0 U U,o2U Z'D'Z O-UU~P'Qxxoz r Oa w,� wx M. a r a ¢3w a x� I 8/28/2017 LUCAS A. TURNER, P.E. FL PE d S8201 1239 JASARA AVE. NORTH PORT, FL 34288 PH. 941-380.1574 SECTION VIEWS XOX AAJ 1 07/01/08 CWS-340 I E 1:2 1 5 PVC FRAME FIN H-6026 9 154i- 16I8• Qq PVC SASH MTG. RAIL H-6027 sm. I� 11 SIB' U� L 1/I6' PVC SASH TOP/BTM RAIL H-6004 PVC SASH SIDE RAIL H-6028 5 219" tn6' FIXED MTG RAIL H-1836 CORNER CONSTRUCTION 0& CORNER WCLD (ALL SIDES) 10 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 A6'SI I 1 � r T ll 1/16' L 1/16' I 1118' 1116- L I/Y6' ROLLERTRACK S-1776 HORZ SCRN ADAPTOR S-6013 VERT SCRN ADAPTOR S-6014 REINF. SSRSSR S-1498 REINF: SASH MTG. RAIL S-1497 9/I6' � I T. 1 14 tk' —;—jam 3n6 13'—� L. 1 WIS. L8' L 1/I6' �_ r� SCREW SUPPORT PVC FIXED RAIL COVER PVC GLAZESEAD P-3113 S-6063 8-60M LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6053-T6 UNLESS OTHERWISE NOTED. i6. 19.20, 28. 3233, 37, 53 WINDOW SYSTEMS 0 1900 SW NTH AVE OCALA. FLORIDA 34474 W W W.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT 3p wwO i wed ¢FO^o w ZOZ ¢ f C aw EE 0¢ O? rLii¢¢wo OHO 6I ¢ UV1NTjdFN6- N ¢ 0ZLL�ZOLLL1 > a30W9¢OS ¢ fa �Gez W �¢2¢NOWNW d ZS— ¢ONN wxmw W r a ¢ a No 56201 STATE OF ,2 8/26Y2017 � LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.380-1574 sH BOM AND EXTRUSIONS AAJ 07/01/08 CWS-340 E SHEET 2 RncR 32. MAX O.C. MP.) 3' (TYP.) SASH 11 346- MAX. O.C. (TYP.) 6•'MAX (TYR)--iI I 0FIXED 6' MAX RYP.)� 16- MAX, O.C. ((YP.) Ir' MAX. D.C. P,) X O X ANCHOR 0 MIDSPAN— (TYP.) ANCHOR LAYOUT - (FLANGE) 4•MAX (TYP.) IH-I XMAX O.C.(TYP.) 4' MAX, (TY l I (TYP) O.C.—� 11 X II O II a, M ANCHOR LAYOUT - (FIN) NOTE 2 C 1S MAX O.C. (TYP.) 6' MAX (TYP.)- 6' MA%.(TYP3, 10' (T) 4' MAX. 4' MAX 6' MA} (TYP) ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) 19W SW 44TH AVE OCALA. FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT 4 ? 3 ¢z3 r z woa aW1-1 W 20Z ¢tI I O z re W�a¢WEp U I - a S Q�Q a Q¢ m_iWOO N Z OOUNZ'UN < t'�W 20ODU ¢ §¢OH ZQZ t2 a ¢O¢O'i030w Q I, N O.Wow LO I;3 a _ a W~¢ W ¢N No 58201 STATE OF NOTES:.'r rigiNA oi��S" I. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. yy 2. SHIM AS REG AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116- IS PRESENT. LOAD BEARING SH NS SHALL BE fx CONSTRUCTED OF HIS H 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 I. SHEET B. 8128P2017 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 LUCAS A. TURNER, P.E. BE PROTECTED TO PREVENT REACTION. FL PE/SB201 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. 941-3110.1574 .OANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS. EMBEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED, INTO SUBSTRATE - 1 %BUCKS ARE R, ANCHOR SCHEDULE A( OPTIONAL. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY. 1' FOR W000 AND METAL. NOTES wr4 r 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 A0761108 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI. SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. I 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF WSTALLATION SHALL BE DOVE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: OwS-340 E FMAMAMA I00(FIN WINDOWS).FMAIAAMA 200(FLANGE WINDOWS). FMAAWDMA 250(SOXWWOOWS).FMAIAAM DMA330(EXTERIOR DOORS) SHEET 40 7OFS TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. . BEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEOMEI PERIMETER SEALANT SEETABLE I 4 BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER I/4' MAX. SHIM INSTALLATION ANCHOR SEE TABLE �, HORIZONTAL SECTION T/ TYPICALJAMB ANCHORAGE SEALANT BEH ND FLANGE BY INSTALLER MAX. SHIM e SUBSTRATE BY OTHERS 1 Z /I SEE TABLE I Lf—MIN. EDGE OIBT. SEE TABLE VERT12ALSECTION 8 TYPICALS7 ANCFIURAGE TABLEI: AP P ROVED I NSTALLATION FASTENERS ' FRAME TYP E SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (ZO KSI MN) wl6- TIN TAPCON 1.1/T Wir FLANG GRUFRALLED CMUI PCFMN.) 3/16'IIW TAPCON 1' 2' LANOE CNCRTE (2O FLANGE GROVf•FLLLED CMV (ABTM G00) 3116' ELOO ULTRACON 14/4° IANGE - )nu'zm•""'� /16' w« LCO ULT ACON q.ew:.+•.`� ?OB"wn'A FLANGE 2XMN. SOUTHERN FINE(G=0.65) 910 WOOD SCREW 13/B° 71W FLANGE 16 GAUGE(0.060-) MN. STEEL STUD [J3 KSI YIELD MN) 910.16 FILTI KWK-FLEX OR RW TEKS SELF-0flLLNG SCREW FULL THREAD THRU 0.080' 7/16' FLANGE I/6'ALUM. (6063-TS MIN.) OR t1W STEEL(33 KSI MN.I iIADESELF-TAPPING/ ORLL10GING SCRES W FULL TiRU 0.125'LTHREAD 7/16' FIN IAMIN. SOUTHERN FINE(G=0.55) 140 WIND SCREW 1.11 7/16• MIN, EDGE DIST. SUBSTRATE SEE TABLET OTHERS 1 /1'MA%BNIM� 6EE TABLEASUE T L� HORIWWALSECT*N B TYPICAL FIN ANCHORAGE HEAD ANO SILL SIMILAR FOR FIN INSTALLATION D HORIZONTAL SECTION 8 BOX FRAMEINSTALI.ATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE. FLANGE, UP TO AND INCLUDING A 13OX•PRAME 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. FLORIDA34474 WWW.cwS.CC _ 8200 PVC HORZ. SLIDER NON -IMPACT a 3 i alp i who azOz tCw-oo O ` Z Z2?aQWV U U~0 � a i-FNh Q IS aazupOUO ¢ 3QO�it �J¢Zt» a ONWNOJNF- a ¢ ice¢ NX, Ile SB2D7 a STATE OF 8/2872017 LUCAS A. TURNER, P.E. FL PE 158201 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941.360.1574 70 UUMPTUR, INSTALLATION DETAILS UWNB' A ; AAJ mrov08 CWS-340 E SHEET 1:2 BOF8 1. STORM PARR SHDIVA' ON THIS PRODUCY RM n,NI DOGVM£NT (P,C.O.) NAG BEEN O mm MR CONPLMNL£ IN ACCORD AGE NiM ME 2017 (61A COITIN4) OF M£ QORI09 BMWINC GOD, THIS HIGH SIORA! p.WQ SIW.( QQf BE INSINiEp AT KLOCID' NURBICANC ZONES (MMMI-MpC / BRgWRO WUN M). IGN WIND LOAD E Nf0 AS PER BEG"' IBOp OF Mf ABOVE ACNDON£D COO£. MR A i r SPEED AS RCDUAAm BY MC JURISBIOTION WHERE MESS SHUNfRS WILL BE INSTALLED AND FOR A .M' FCTIDNA(/!Y FACTOR KB_D.BB. UING ASCC 7-10 FOR /hTTµG0d+5 UNDfP 7017 /BC AND SHALL HOT EFC D ME HAY+MUM (ISO) DESFNPREYSURC RAIWC9 MDIFIIED ON SN££TS 6, lO MfiV l6. AN ORDER TO KRIFY MC ABOVE CONDIIMN, MPUAM DESIGN IWND LOADS OSTERMAN, PLR ASCE 7-10 SHALL BE NRST REDUCED TO ISO. DESIGN WAND LOADS BY MULDPLHM THEN BY 06 IN ORDER To TO COMPARE MCSC Yl/ OAK. (AID) DMIM PRESSURE RADNCS WOICAT , ON SHEETS S, 10 THRU IS. A. DRUG TO VERIFN TALAr COMF'ONOJIS µD ANGry0R5 ON MS PEG. AS iM,, IY£R£ MI OVER STRESSED, A JJL NCR6A5£ AN ALLOWABLE STRESS FOR WHO LOOS IVAS MZ USED AN PfVR ANALYSIS A DURATION FACTOR CD-1.60 WAS USED FDA KNNGTON V fA CHS W Now SAORAV PANELS ADECILACY MR IMPACT AND OF THE ABLN£ MENTIONED CODE AS PER All RiCPGRTT AA t l22E 0/-W µD JIUS BEEN O6100 0S, AM ASRPER WPACF LESSEN; FOUNNFM BE ASM (SMAIDAM6 STANDARD. A9p6 B ABDI E JSO-02 SfMGU`D, LUBTCD TD ANSTALLABONS rWMO IllWZONES 1, l & l AS TO SF By ATM C-I Z. ALL ALUMINUM SHQT MCUL PANGS SHALL M,, S052-HJ2 M Jp04-HJ4 ALLO, 1 ALL ALUMMJY Ci'TFUSJGHS SHALL BE ALUMINI AMOGPPON 6061-TG ALLOY & TEMPER uNICM OMERWGE NOTE. 4. ALL SfPSn TO BE STNNALMS STEEL 304 OR 3I6 AGI SERIES OR CBrPM90N RES,TAHI CMTED MRBON STEQ ,, PER WN SC01S W/ SO AA: YIELD SIRfNGM AND 90 xal TENSILE STRENGTH @ SIU(L C,,,,,y W/ TLBRIM SECBUIIOIND CODE MLN 21EI.1.14. I BOLTS r0 BE ASIN A-]07 `ALVMl LD STEC, OR AGI 304 GENIES SUNLESS STEEL WIN M Ae/ MINIMUM YIQD STROH M 4 ANCHORS TB WALL SHALL BL' AS rDL40WS (UM£SS OM£RWG£ NOTED) (A) TO CGSrb6 POURED CWKR£!E A UPLLW ANCHORS AS IUNUA MR£D BY U.W. BUILDER. I/< a a 7/8' MLA -IN NG"GATS OR am mWl M !rmob 'PANaWX- AS MANUFACTURED By PON£P FABI£NERS, IND. AND ELCO CWGMUCRW+ PRMICPI RESPECTNELr 3/4' ALL PoWIS SOLO -SEE µ-- AS OSMIBUIED BY ALL PRAMS S S,, =7 @ SPECULT MMNJ.Y. NOTES A.') NWIMUN £MBEOMEM IMO POURED CWNCR£TC 0f TAPCON AND CLCO PANCLUAT ANCHORS IS 1 J/1 ;• A2) 7IB' C4K-AI N/CHOAT MULL Be EITIIRELY CMB£DOm WM MC POURED mN R X M EMBfONFM INTO STUCCO GULL BC FCRArRNEO 1/4.0-20 SCTX1 USED I,,L BE 11/2' LONG MINMUM SHOULD SNCCB EX T, AND I' MRIIMUN MR IVALLS IVBN M. STUGYO. AJ) MINIMUM mBCOUENT OF 1/4Y 1 J/0' ALL POINTS SDLN-SET ANLMpRS SHALL BE 7/8' 8HID ME POURED I BGIB. NO CMBLDMEM ARM STULW B BC PERMINED. 1/4-1-20 IS. A.CHWC SGRCi fCCD SHAft BC I 1' (OVC MINMUM SHOULD STUCCO Mr,, AND I' MINNU41 FOND W/.,S ,,H NO 51U0.Y+. A4) IN LASE DUI PNC4ST STDNC, PRBUST CONCHES PµQS, OR PAVERS BE FOUND ON ME Ex,SBNG WALL OR FLOOR. ANCHORS LL MUC S+UBE LONG ENOUGH TO REACH ME MNN GNRC BEHIND SUCH PAIRS, µONGAAGE SHALL BE AS INDICATED ON NOTES AI) & A2) ASOK: (B) TO £xISRHC CONCRETE BLOCK WALL. A TAPmN ANCHORS AS MANUACTURED BY'TN BUAL .. 1/4 A x 7/B C4LK-W ANCHORS OR CLOG mole & /emelA gµECAlA1F' AS MANUFACTUREDBY PoWCR FA5IENCRS, INC. AND am CONSTMFCRON PRODUCTS, R[SP£GTIVELY. T/1' A 1 4'11' AC POINTS SOUO-SET ANCHORS AS 05IRAWTED BY ALL POINTS £CREW, COLT & SPECLALTY mUpMy'. S VIrAED St. Lucie County +V NOTES Bt) UINJIUM EMBEDMENT OF TAPCON AND ACO PANELMAIf ANCHORS INTO CONCRETE BLOCIL UNIT SWL BE T 1/4: B.9) 7/8' MLK-IN ANCHORS SHILL BE ENBRELY CM&L-X0 HAW ME CONCRETE BLBCA UNIT M CUBED, I= STUCCO SHNL BE PERMIT.EG I/4'A-20 GONS" USED SHALL BE 1 1/2' LONG MAnIryM SHOULD M= IXST, AND I' MR/INUM Eyq W LS WAH NO SrUGGI B.!) MINIMUM ('MBEDMFNT Of 1/IY x J/4- ALL PONr SOCIO-SET ANCHORS BIGLL BE 7/B' INTO M[ CONCRETE BLOC& NO EMBCDMCM AMID STUCCO SMML BE PER.IIITTEO, 1/4' A-20 IS. MACHINE SLREM USED S , BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND I- WNIMUM FOR WALLS NH IO 6TUCLD. 0.4) W CASE BUT PREAST STON[ OR PRECAST CONCRETE PANELS BE FOUND ON THE VISAING WAIL, ANCHORS SHILL BE tONC ENOUGH TO REACH M£ MAIN SMUCTURC BEHIND SUCH PANELS. ANCNDPAGE INN, BE AS WWUTED BN NOTES IN BQ AND 8.2) ABOK. (C) ANCHORS SHALL Be NsrtuED MUOIWM ALL OF ME RECO/.IMENMRONS AND SPEBA INNS OF THE ANCHBR$ MAMIFACIURER. PANELS MAY ALSO BE INSTNLED HORIIDA?ALLY FOLLOWING INSU[I,ABDN DETNLB ,D)W ON SEDBONS 1 MRU 9 (GfE£I J & S OF 15) EXCEPT TH4T HMO£RS 2. J & 4 SMN.L NOT BE USED. B. IT SHALL BC THE RESPONSIBILITY OF ME C0hT%4=R M VERIFY INC SOUNDNESS OF ME fMUCMRE WHEN£ SHUTTER IS TO BE AUAGHED TO ANSURC PROPER N4CAOFUCE. MIS SHUTTER SHALL ONLY BE ATTACHED TO MNCREX BLOCK OR WOOD FRAUC BUILDINGS. I MC ASPA[UTION BOMPOCTOR IS TO SC VC4ULK ALL BRUNCH CONPoN(NT EDGES MTlIgM R(MMN AN LDNIWUOLLS COHIACT MPH TAIF BUILDING TO PREVENT NIND/RAAN INMUSON. CAULK AND SEAL SHUTTER TRACKS AL AROUND FULL 1111, IQ (A) PAS P.E.D. PREPARED BY MS ENGINEER IS OCNERC AND DOGS NOT PROWO£ INDRM4DON FOR A WC SPCCAfX PROJECT; Ae. WHERC MC SITE CONDITIONS DENATE FROM ME P.C.D. (A) C01✓TRACTON To BE RESFONSIBLE FOR MC SELECT . PURCHASE AND WSIALIATUM ANCLUDINO UAE MELT' OF THIS PDOCUMEM. RODLAq CABER CWGMMON MAS P.CD. PROWDED BE/SYE M7E HOT DNMTE MOM THE CONWDOf6 DETAILED ON PHIS CBON SARTY AT SITE OF THE CONPAfIOR'S RESPONSIBILITY 0) BIB P.CD. WAL BE CDNADERCO RNALID IT ALTERfO BY ANY MFANB. (B) SITE SPECAC PROJECTS SHM.L BE PREPARED BY A FLORIOA REGISTERED ENGINEER OR ARCHITECT WHICH WALL RECOMC THE ENGINEER OF RECORD (EO.R.) FOR THE pMrCT AND WHO WILL BE RMPONSIBLE MR ME PROPER USE OP THE PLED. ENGINEER OF RECORD, ACTING AS A DEL£MTED ENGINEER TD ME P,EA. CNWNEER, GULL SUBMIT TO MIS UNE, THE SRC SPECINC DRAWINGS FOR RENEW. (4) MS RED. SHALL BEAP ME MTE AND ORIGINAL SELL AND SIGNATURE OF ME PMFESSION4L ENGINEER OF RMORD MAT PREPARED IT SHUTTER LLWUFACTURERS 49Q BHNL BC to-NED ON A RENIty MIBL£ LOCATION AT STORM PµQ W ACCORDVFCC MM "ONOR 17M..pi OF FLORIDA BUABING COD& ON£ ABCL SHALL BE PLACED FOR EYOLY OPMAND. LABELING M COMPLY WIN SECTION 17D9.9.2 OF THE QORAM BUILDING CODE THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORl04 * rLORIDA BUILDING CODE AmN mrst'a ixc 0 040 BEM- JIVRm rR/Vtt � 2.25" DfiP LC. �� J nRIwN Br. L E C O EASTERN METAL SUPPLY, INC ^' TlFG. nLAB rrsnMc @ mNEtwwR r.� � IaeMri-Ic'NY; "r"'I°.v,�°irs-r�r .n+nrMl pEICrL n v.AT P^°"L A/r,lmr-GIGS pe A4VArf-,are 17-094 f8tiG06>I9 MEALIER A Ip1l/.b. D¢AMYG.NA m Amrmr Aw gavr ♦ SxRI I N A 4LGRtlA fk. MII F (SEE MMf4M)SIA Of f5) -CONCRETE ANCHORS (SEE SCHEDULE)_ 0 0 ------- 17-11 --------- --- 7 —LLLL L i I f I I I �-LUJ. j:..!, -TTT- li' III II I �� ' , I ili jli� II� iil � �!� J-4-J" —I 77�;�j CONCRETE ANCHORS (SEE scHCDuLg) po (SEF � Catpamr�u;`H� JA STORM PANEL TYPICAL ELEVATION L sc,ttc : Ile" GAP & 114" Max. 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M-rm no srozarva �' aw Jirlagr nrl • M-N1q tlO s/A.:fq '] B3dYlA3]n I^SdONJVr V ]Imnuh I I � • I 6 � 1 I � € i '-tr/c +vaa%al I s,-rn mrzvx2 a rrourorms,� O bbfl ,1 � I S � SM9 fJMlSn3 a Mxlrorms \ I mNIrJ00 an I I ]emuYlh ii �' I /ti•%%..... ...; ' •� • /�� //%/' f/] 'Q3 ,�.-•1-.I IT.I— `0]Lib�'0�. /'.� �I� 0]YP03LJ. mtl1101 % �� \` u6' arn0. nsl n ']—a (y,Dv s enr nnaaor .ilsl 'a ']--y SapHYN b-MYJ !M Sn'11.bq //, sanWrry w-A'Iq bo .w0?rvl toE-�Llllffffl t �,f •rls - a]xn0]B v].moN :]-� lOMmas aa.]rmm�az ]Jrl { /SNhYJNr b-nv] W SNOTTY I i OwJ '� A'blYYJ] ' I �]ImeeuJr I I $ I I I 4 I • RI aru amuse ;G a NBrnaran AA to-- minuun .l --1 & I I I I LE- LI D ] �� \ 'rJMJIeS tl0! .Ma3NJi ]331 sMM.Aw b-MMJ ba SN0.M�Y (SI .f0 01 13]M Na T.A9-y3 .1 - .@/c : 27 r' p/ / n ' raw.az as ]vwxJs nzJ a as 'mV.vN aewNTa(HHS//a-e.1/I/N ®a 31emu yD Mood 71.1.19 �: Sla 13Lala' BAb m Ja-Nhr ' �; A 3/]bJADJ tl0 G 0J P -OMMN R i I ssrD xuzw g i a .wuroe]s t} RMmA .I N j I I I 1 I I I i I I f 1-Ta I 7 evjaOPyjoNsS'Sn.l • / Or-4./1 /M /M \ a eD noe .n.xms or-e.r/r� a ]YmVwe ryow. r/aew WV M liSTl]az Yagl Tv N-aM f dp� BR narcRErE �8�� SwAtL YARIfS ]'� Rf'OIIIREB o.. e g bR©O2 6A cxG7 r-ESrb'Yn a ;"- a c,"mu°I �✓'w PoYRb, a,G Q w l©oR J© I•. i•..853' ro TAI��M UG L=nW 2 6R 3 Ea OR ..J101. 1 M1 PP 4 CH d 0O YAl INn, Bbn JIp3-N1. ON 006}II .LLLOI' Hwy T N G G G G m oQ - 12 BR r3 �� CASE C (Plan) CASE A (Plan) SC (C-• 114 w .3-IL ALLOI CenA .Wn. Wry[ CASE B (Plan) SGe. 114•-r I' . r..Ogr ],o5 x-,, 5,1M- -SYO II' 6 C. 11.,' C CASE D (Plan) SORE: 1/4• . 1- � cwElela . RSMRm END CLOSURES DETAILS CASE E (Plon) 5G .- I/,- . ,- r�� uuvu4N HeC L (R IC/:6IN ) ar. MOICN SMGM ,��,� aow•.u4Hmu•v.NaO n a�•• Tn..p a •. 't 6 Mr, s¢nux j 3 10 same Il Sf J N ALL S'♦GVS 1254 -230 12•-0 12'-0' 'II•-9. 6•_p' 12'H •i$0, -30.0 12'-0' 11'-5• 10•-B• B'-6 l2"f1 .30.0, -310 I!' -I 10•-6 p 11r 6-6• 12ff e35.0, -40.0 10'-3' II"tf 12Yf 8'-10 B"-I' 0'-6r 12.11 1300, -53.0 12'st +59.0. -640 6•-6- B'-Ir Y-Y' - 1]•If s600. -610 B'-0 Y-9' 7'-6 - 12"I1 1Tsf ♦700• -75.0 6'-11' 6=11" 6-9. - 12yf •75.4 -80.0 6'-6' 6'-6- 6'-6' - IT' 12' +614 -90.0 5'-p• 5'-91 5'-9' - 12' +90.0. -95.0 5-6- 5' 6• 5'-6 - 12' sp5.4 -100.0 3'-7• 5•-2' ..9-2- ♦/0A4 -I0.i 1'_!I" 1•_1" I•-11' _ r 17• .. -110. I-9' - 12, I'-8" .1- ♦1100. -115. 4'-5" f'Or 1•-0' - '12' ♦113.0. -IIO. <'_I' I• -I' 1'-1' - 12' "MO. -125. fJ' P_p• 1•_2' - 1]' . 1250. -130. 4'_0' <'-O' 1'_0. - IS" SECTION BA IS ONLY VALID FORA.S.D. DESIGN PRESSURE RAPNG UP TO +70, -75 PSI. ff Max. ANCHOR SPACING FOR SECTIOIJ BA SHALL BE 6- O.C. NPTE: MINIMUM PANEL LENGTH IS 3'-0'. '•HA.CIMOM ANCHOR SPACINGS ARE VALID FOR J I/2' EDGE DISTANCE MR E. D. LEES T/VM 1 5/2; REDLB:E ANCHOR SPA,W BY NULRPL"NG SPACING SHOWN ON SCHEDULE BY Me FOLLOWING FOR OPFR PID M/S VON BE P059BLFOR [ RED = SPAVW OB/AWLD USING FACTOR SH6LL NOT BE I= MAI, NI70MUM SPACING 4IMC47E0 FOR EACH ANCHOR 1YPE AT ANCHORS LEGEND. FACTOR AC L C. D. PANELMA APCON STUD -SET CALK -IN J' .86 - .78 .75 2 1/2' .71 - .50 .50 1 1/2- J9 ANCHORS VINACMGJ.0'2.5'J.5' ff 19 MR P a SLLHGIH HECr 1LIMAIMS FOR R.WF/CEIL@Ia INSALIA7ICN9 MID N1T'#1 TDAVE OU60lAGS. r I ruu• nwa smrrJ �—raan' (mLcmf nmruJ--y I.sn{^ I I--as°o. .ew•. .soo•—� I ^Ian• — xus•-Sesr—! xur I- — . 'mN rl (L L[M r(s+++eers »on9 �xlzrF HALF PANEL W/ H n _ �4riv (1p�M°IryJ �� I �(frIFSIM' 9IFf' 1 1 .Q TIONAI FU L PANEL WI0 H WZD OGfS OPTIONAL HAI £ PANFr W/O HE n ME ar. rr 8 I e.rxa' V_L. QS 3' ANGLE BURR OUT BRACKET 3 8' B. O. v.:zrW-r ?' TRACK rvrrW- r -I aJ �I I I OLl� �I S!5• °s4• a.mr au• DETAIL I.- sN° W/ NC G) ZMK m:.q rulm .w xur r.a9•�vy,- ®f LZ MAX. B. O 'F' TRACK M 'hEA ' H uDER .W-r• U REVERSED 'F ANGLE TRACK .'Y-r• cg mo.m Fmcvm d° V ) I arr- q4 �m ep •fa mem �u OPTiON I ;d OPTION 22 r rm !0 KEYKEY HOLE ©p ROUND .HOLF AT PANEL LL KEY XOLF WASHER (OPTTOH TO 10) .r,a< I 17 'MIN/ ANGLE WAII_I 75' 08ip' I-.xrs• 1 y,r1 +r rr•nc , rac�iwrrn � � � a'o 1 13 2'r�)rl/8'---._...—! dul�ft.as• ANGI F WHH cmn �y1 'J'C' TRACK '4'aW. r swraa'-r 3' Max. 'U' BUILD OUT rep-- . e- r ifc�'"Lxaw� = .mT i i — i F.ai l--xun-='J ® 'F- TRACK ANCLE uvrr W-r P. Q 'U' HEADER ru 'W. I• i—amv—I BO 2'r2' STUDDED ANGLE murr ..r St YKxwf SG'tF 1uE0.4i --_ � � i � II I---azsc•� a/Ie•�L� L /� T IIpI2 //f'rl'n0I0'nemluc eume xuc yrr. r COMPONENTS acc anr. r FLORIDA BUILDING CODE Non 'Hlgh VePocR Hurricane Zan rmn 4= nc 0.040 BERTHA ALUMINUM STORM PANEL I.c _ (2.25" DEEP)vwW e4. IL ECO.IN�. EASTERN METAL SUPPLY, INC AVE. _--._-__- 1]-094 sxmu or rs METALS, I.I.C. 10200 EASTPORT ROAD JACKSONVILLE, FL 32218 904-358-8366 WATTS 1-877-358-7663 (ROOF) FAX 904-358-8285 TAS 100(A) -95 INSTALLATION METHOD Millennium Metals, Inc. MMI Off Ridge Vent with Permanent Baffle - Attached to Wood Deck 8" WIDE OPENING (MMI RECOMMENDS A 3" OPENING, SEE TABLE BELOW] NIAgIE BEN\ F TAe TYPICAL FASTENER(S) - 11 GAUGE RING SHANK ROOFING NAIL OR #10 MIN. WOOD SCREWS 9f sC',9 VENT TESTED WITH 11 GAUGE 1 Y4" RING `GOT SHANK NAIL, 8" O.C. TO PENETRATE DECK BY %s' Oo SIDE VIEW )FF RIDGE VENT ... ..., G 3 %" FROM FLANGI TO OPENING II 10" ATTACHED BAFFLE: FIXED BAFFLE ON VENT SECURED WITI APPROVED FASTENERS 8" O.C. MMI OFF W OGE VENT RECOMMENDATIONS LENGTH CUTOUT NETFREEAREA 4 Ft. 3" x 46" 138 Sq. In. 6 FL 3" x 70" 210 Sq. In. 8 Ft. 3" x 94" 282 Sq. In. 10 Ft. 3" x 118" 354 Sq. In.