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Home My WebLink AboutWindows & Stairs DetailsA 2.6 To .5ruo\ to S, ARETo mmonmourY OF Thl CONTRACTOR OF RECORD x 10. C". auST15A60ALLI THESE PLAN ARE SUBJI REQUIRED BEI 9'-A 0 CAOr wi 11, ?,Xlo TIZ &tks TAPeo" -C� To M rao-z PG X WORK 5 TAI DNS IiAT10 4) .: T . A ES I (5XC-57-005 & PEMJ Y A--AIAS c At o'c" 42- Jhomas!W 'Carey, CE-PE FL - Reg-5574 n SEE "FRAME CORNER DETAIL ON SHEET 3 P.H SMS WITHIN 2- 1 OF THE CORNERS & B ` Q.C. (T(P. ALL SIDES). NAILING FIN do FRAME 2 Al 2 S'xS'K2'THK.— CLAW BLOCK CTUAL S E) SOVARE CONTINUOUS ALUMINUFA EXTRUDER SEPERA6MR BETWEEN Ek BLOCK LAYER BROKEN ALUAONUM EXTRUDED SEPERATOR BETWEEN FA BLACK C�J 64oc-VQ 64 1/2" MAX. OS.M. SEF fil 3/4- MAX, D.L.O. MEI TO I,UN. ?X4 P.T_ DUCK Al OR w00D FYIAAAINC Eif 011ERS_ (TYP. 2 2 ALL SIDES) —'----------- - —'--- `----�-- — I I VARIE I I NOTE: SEPERATORS D NOT CONNECT. THE BROKEN EXTERIOR ELEVATION SEPERATORS ONLY ACT TO SEPERATE THE BLOCK SCALE-- I"=1'-O• SECTIONS. NOTE: THE DIMENSIONS SHOWN AS MAX. PERTAIN TO THE WINDOW DIMENSIONS IN THE SAME DIRECTION AS THE CONTINUOUS ALUMINUM SEPERATORS. THE OPPOSITE DIMENSIONS MAY VARY WITHIN LIMITATIONS AS SET FORTH IN THE LOAD TABLE ON SHEET 3. THE CONTINUOUS SEPERATORS MAY BE USED IN EITHER DIRECTION. WUWABLE DESIGN UMDS SEE UN TABUS ON SNEET 4 I ERATORS 00 NOT ` 1 ;HANfCALLY FASTEN THE VINYL FRAME. a i - L THIS CLASS BLOCK WNDOW SYSTEM HAS BEEN TESTED. AMLYZED MO APPROVER IN DESIGN PRESSURES SmOwR ON THESE MummCS. 2 BUCTDNG, OPENINGS A: BUCKING FASTMIZS UM BE DESIM & WSTALLEO TO WIINSTANO PTND LOADS AS DETERA iHW FOR EA. AV'RICAIION 3. BUCKWG FASTENERS W NOT EXCEED 16" O.C. SPACING AROUND OPEIRGS BEGAROLE'S9 OF CIRCUMSTANCE 4. ALL MATU44L, NAIL WARE do FASTENERS SIV41 BE IN ACCORDANCE WITH THESE DRAIYRIGS & ANY NOT V1YTY UNLESS WECWTALY WNTIDNED CN TIIE DRAYIIHCS_ 5. THE DEITIES 2 SKMnrATKW S)IM HEREIN REPRESENF THE PRODUCTS PROPOSED FOR MTER RSURWOK PUT WFRTRATION, FORCED ENTRY & UNWOM STATIC AMR PREsmw TEST1Ri IN CONFORMANCE WITH ASW E3M. AM E331, AM EZ83. ASTM F5W & AAMA 10"7 FOR NCH-wPACT F41E6 YIINDOwS. O. TRGS CLASS BLOCK WWDCW SYSTEM HAS BM ANALYZED t DESIGNED IN ACOOROANCE WITH AAMA & THE ILOWA BUILDING ODOE ((:RAC.) REOWRDANTS 7. THIS PRODUCT MS BEEN TESTED IN ACOOROMOC OMf ALL APfLeastF AAA% iE ASIM � n STANDARDS FOR VImt FRAMEIO FIXED 1N1lODlY,&la a ti"1 NAIL FIN MOUNT SHOWN_ n �v SEE ALTERNATE MOUNT I NG �4 DETAILS ON SHEET 9 SCREW & •OIRECT crs m CONDITIONS. Q �TF.Q r9 4z> 2 Nlp N � OI L NO. B X t 1/2" SMS v FIN SCREW {REF.) u •~ r OPTION 2: SCORE & CALILK BY OTHERS. FERLMETER FRAME (REF.) DOw CORNING 1199 OR EQUAL SILICONE GLAZING SEALANT & 1 1' X 114 DOLFBLE SIDE GIA2LN� TAPEF. ALL SLOES OF )ALUMINUM SEPERAATOR BETWEEN EA, BLDCX MIN . 2x4 P.T. & FASTENER BY OTHERS (TYP. ALL SIDES) No. a x 1 1/2' sM4— FIN SCREW (REF ) EXTERIOR SHFATHNMG 1/4- AtAX. SHIM & FINSH BY OTHERS -POLYURETHANE SEALANT BY OTHERS. FLASHING & SEALANT (AEOUIRED ALL SIDES) BY OTHERS NAP IN VINYL LAZING STOP (REF.) DOW CORNNG 1199 OR I.75' EQUAL SILICONE GLAZING DICK SEALAKf & 1/1S X I/4 DOUBLE SIDED GLAZING TAPE ALL SIDES OF FRAME ALUMINUM SEPERATOR BETWEEN EIL BLOCK (REF.) u � z 0 4 SPECIFIED NOTE: ALL SFAUANT!FIDR,ACHMON ON THESE ORANORGAS 'BY W o aTTIERs• Mu9r BE NsrRucnaN CRAOE AND RATED T1? 1HE APPLICJIBLEUBSTRATE_ cc DOW CORNING I1S9 DOW CORNING 1199 SILICONE GLAZING SEILWT OR EQUAL AI FlN MOUNT SHOMIN, SILICONE GLA21NO ALL BLOCK JOINTS) KOUNfIHG 3 FOR [CONOTTIONS SEALANT� SIDE FO CREW DIRE All BLOCK JOINTS) POLYURETHANE SEMIWT Err OTHERS. OPTION 1: - - - HACKER -ROD-.&--- — - - - - - -- -ALL --- - -.- - --SCORE k CAULR - - - -- _ -- _ --- SEALANT BY OTHERS. (TYP_ ALL SIF'ES) D. B X 1 1/2' sus BY OTHERS. (n+P- ALL SIDES) WRTRN 2' OF CORNERS & MAX. 8' O.C. NO. a IM 1 '1/2' SMs THROUGH NAILING FIN WITHIN 2' OF CORNERS & INTO EUCK/FRAMING A: MAX. a' D.C. PLACE CONTINUOUS (T1'P_ ALL SIDES THROUGH NAILING FIN ' • BEAD OF SEALANT INTO BUGK%FRAMING IN �' (TYP. ALL 530ES) dt R"000 MEMBERS t 4' BY OTHERS. ,' MA EXTEFR BLOCKING, (TYP. ALL SIDES) ' - SHEATHING RNISH , a•.. OTHERS EXTERIOR FINKH a 6Y OTHERS a e . ALL INTERIOR & EXTERTO SECTION AI FINISHES SHALL BE AS � S SGVE If3 Flu 2 REQUIRED BY OTKERS_ 5 MIN. 2X4 FRAMING & FASTENERS BY OTHERS FLUSH rFINISH } Tshu/- }rJ SEALANT BY OTHERS. - / (REQUIRED ALL SIDES} SNAP IN WNWL GLAZING STOP (REF.} !I di- 7.75- x 7.75' GLASS BLOCK (REF } + ae n� yam{ 0 a 0 QO W six- 0 ga.. :3 z VE o3 r l Mo TYP. AT FILM MOUNT Cz� - - ALSO. - - - - — — - - - - -� rag PltCE CONTINUOUSz OF SEALANT -iA BEEN TWEKAUNG FIN +� /BEAD & WOOD MISERS3a BY OTHERS. (TVP. ALL SIDES} 3E SHIM RECESSED FINISH arlr 2x4 FRAMING iW & FASTENERS BY e OTHERS ECTION A2Ln (BLOCK/CONCRETE OPENING) (WOO(} FRAME OPENING) 1007 a 9ev I u 2 a 4 NO. 6 SCREW IF SHIM SPACE EXCEEDS 1/4 A 433FPER CORNER) Q 2 CORNER CUPS CONTINUOUS MEMBER MIN. 3 1/2' DEEP --\ PER CORNER INTO M1YST BE PLACED A A SPACER AND THE CORNER CLIP FRAME SPACES FRAME SCREW MUST RUN THROUGH (REF.) ' SPACEA AND INTO BUCK/FRAMING MEMBER. 4 ° 4 ( MN. 2X4 BUCK & j 1 I FASTENERS ITI DMM a e e G v ( + . a a j \ S/STL.ND_ SKIS Ai1F�L- 1/4' U V CORNER THROUGH ma. SHIM SIDE FRAME AI DFTO e HEAD FRAME SCREW nw SIUCCINE CAULK EHRRE FRAME CORNER DETAIL sFxANr 1101 to SCREW PAIN. 8Y OTHERS EMBED - 1 1/4' INTO eVM CORNER JOINT SCp1E FULL LIIFL EDGE D(SlIMCE TO BUCK (COMPRESS/DN CAULK) XTERIOR EDGE = 1'_ PLACE WIl!•iN 4" S 2' OF FRAME CORNERS MI) M )L z 2.975 12' Q.C. a (� 'DEOif�SFODN9V; QTHfRSILiNJR 3 i�i N1TH OMw.713r THICK SEE SECTIONS FOR DEINL ti01 Si00NN ,� 1UI PRESSED GLASS WALLS 1 373 El 3/4 CONT1NULiLLS WOOD MEMBER LESS m O.OBO 0.75D IN 512E TRW A 2X_ BUCK TO BE m = C a O MIN_ 3' DEEP (DEPTH OF FRAME} _ fli IVINYL NOT REQUIRED WHEN 1/4" OR S. $S 'LESS SHIM SPACE EXISTS (USE W6 a GLASS BLOCK SHIMS ONLY_ ¢�� - - — - - - - o - F 1.125 L23O— - - --- --- -- - -- -- - --- - -SCALE: NT.S.- - --- - -- - - - -- - - - -- -- — - - - - -- - - -- - z SURFACE TEXTURE VARIES x 0.69D MANUFACTURED BY J. WECK OD. � PERIMER FRW.IEFRW.IE SCALE FULL 0.250 � 1.614 _ 1 �❑ 3/16' ODNCRETE SCREW (E12a TAPCON, RED HEAD 1.181 SEALANT TAMIL HILTI K111K-CGN II = THICIGY(SS 3/ t6' BY MN. EMBED - 11/4' I � OR POWERS RAIL TAFPER) S 0039 0.714 1.625 NTG 0 232 2 PER CORNER ERIOR BLOCK/CORM; MIN EDGE DISTANCE TO BLOCIf/COHCR OF --� I—o_1s�� V a1RECT A{OUNT UETAIL 1N BLOCK FRAME coRiuRsiuvoNN ilA> ol ,9EPERATOR GLA2lNG STOP FRAME CORNER KEY "SEE SECTIONS � Lf AIL dLD EIS 5� AR 12� aC. 5063-T5 ALUMINUM VNYL 6063-T5 ALUMINUM IQO] SCALE: FULL SCALE: FULL SCALE FULL rn 3 a 4 t WIND LOAD TABLE NOMINAL HEIGHT (IN.) ALLOWABi.E DESIGN PRESSURES (PSF) 8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 80.0 80.0 66.7 66.7 1 57-1 57.1 50.0 50.0 16 100-0 100.0 100.0 100.0 100.0 1 100-0 100.0 100.0 80.0 80.0 66.7 .66.7 1 57.1 57.1 50.0 50.0 24 100.0 100.0 100-0 100.0 100.0 100.0 100.0 100.0 80.0 80-0 1' 66.7 •66.7 1 57.1 57.1 50.0 50-0 32 100-0 100.0 100.0 100.0 100.0 100-0 100.0 100.0 80.0 8().01 66.7 66.7 1 57.1 57.1 50.0 50.0 40 100.0 100-0 100.0 100.0 100.0 i 00.0 100.0 100.0 $0.0 80.0 6&7 66.7 1 57.1 57-1 50-0 50.0 48 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 80.0 80.0 6&7 66.71 57-1 57.1 50.0 50.0 56 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 80.0 80.0 6&7 66.71 57.1 57,1 1 50.0 50.0 64 100.0 100.0 100.0 100.0 100-0 100-0 100.0 100.0 80.0 80.0 6&7 66.7 1 57.1 57.1 1 50.0 50.0 72 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100-0 71.1 71.1 59.3 59.3 50-8 50.8 - - 80 100.0 100.0 100.0 1 o0.0 %0.0 100.0 100.0 100.0 64.0 64.0 53.3 53.3 - - - - 86 100.0 100.10 100.0 100.0 100.0 100.0 100-0 100.0 64.0 64.0 - - -- - - - 96 100-0 10o.0 100.0 1 oo.o 100-0 100.0 100-0 100.0 64.0 64.0 - - - - - - 104 100.0 100.0 100.0 100.0 100.0 100.0 100-0 100.0. -- - - - - - - - 112 100.0 10010 100.0 100-0 100.0 100.0 100.0 100.0 - - - - - - - 120 100.0 100.0 100.0 100.0 100,0 100.0 100-0 100.0 - - - - - - - - 126 100.0 100.0 100.0 100.0 100-0 100.0 100.0 100.0 - - - - - - - 136 100.0 100.0 100.0 100.0 100.0 100.0 - - - - - - - 144 100.0 100.0 100.0 100.0 100.0 100.0 - - - - - - - - 152 100-0 100.0 100.0 100.0 100.0 100-0 -- - - - - - - - - - 160 100.0 100.0 100.0 100.0 100.0 100.0 - - - - - - - - - 168 100.0 100.0 100.0 100.0 100.0 100.0 -- - - - - - - - - - 176 100.0 100.0 100.0 100.0 - - - - - - - - - - - _ 100.0 -100 0 -100.0 -100:0- 192 100.0 100.0 100.0 100.0 - - - - - - - - - - 200 100.0 100.0 100.0 100.0 - - - - - - - - - 208 100.0 100.0 100.0 100.0 - - - - - - - - - - 216 100.0 100.0 100.0 100.0 - - - - - - - - - - - 224 100.0 100.0 100.0 100-0 - - - - - - - - - - - 232 100-0 100.0 100.0 100.0 - - - - - - - - - - 240 100.0 100.0 100.0 100.0 - - - - - - - - - - - - POS NEG POS I NEG POS NEG POS N7=G PO5 T NEC P05 I NEG POS NEG POS NEC NOMINAL WIDTH (IN.) 8 16 24 32 40 48 56 64 TABLE NOTES: 1. POS = POSITIVE PRESSURE 2. NEG = NEGATIVE PRESSURE 3. WIDTH IS 1N THE DIRECTION OF THE CONTINUOUS SEPERATORS. 4. "NOMINAL WIDTH do HEIGHT" IS PER NOMINAL 8" BLOCK SIZE. 5. PRESSURES MAY NOT EXCEED +100/-100 PSF REGARDLESS OF SIZE. 6. POSITIVE DESIGN PRESSURE es 03 MAY NOT EXCEED 80 PSF �'' z h."' WHEN WATER INFILTRATION 'ate RESTRICTIONS ARE REQUIRED. m S W Y n a "V v � Itz-a) 7 7- 7bio dE A SaL//) sj L i'l Y512- r/ c- AAJO 0AA& - Cc1._,17_i1joou5 T 'ESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA �BIUILDING CODE. C0k96Ekj.So12 .&jILL, A A Cok)C12,E7-1-- C 2, 7 Co't. PY 6Z. Si Ck2 7-CII-9 PAD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER T 0 -Al COMM. .. ALL APPLICABLE CODES omas W. Carey, CE-PE FL - Reg 5574 - Date a JUN-01-2005 11 a4,ry .,AM CLIFF. COOLEY 7725899328 P. 2" X 6" P/T OR TREX SCREWED AND GLUED IN PLACE 2" X 10" 2 X 10 LANDING MEMBERS (2 REQ'D.) END MEMBER ! 2" X 12" END MEMBER (1) // TYP. 2" X 12" TREAD .k- 9' ± NTS -9 2' TYP. RUN PORCH FLR. = ♦ ,� +8.0' NGVD 1929 i �112" WEDGE ANCHORS I F Q 24" O.C. EMI BEDED 4" INTO BEAM] BLOCK •I SIMPSON AB 44 ANCHOR TO SLAB W16/8" + �--7 4" TYP. RISE + 1/4" X 3" TAPCON INTO BLOCK WALL EXPANSIOr P. N BO41I i LT t ..r:, ...�_. 4" X 4" P/T POSTS AT CORNERS flrP, 2" X 12" PIT STAIR STRINGER (3 REQ'D.) STEP/LANDING ATTACH 7mmir"�� F4" MAX. +I THESE •AR• REQ dome MENT DETAIL 2" A4" PR RAILING ASSEMBLE USING STAINLESS SCREWS RAIL TO RESIST 201b. PER LIN, FT. 6 A CONCENTRATED 200W. HORIZONTAL LOAD. �SRS OR ATTAC MI PONSISILay OF I CONTRACTOR OF RECORD TYP. 2" X U' PIT STAIR STRINGER (3 REQ'D.) S TEP RAILING DETAIL 114" x 3" STAILESS OR GALVANIZED LAG SCREWS 2 IN EACH SPINDLE; SCALE: 112" =1'•0" MIN. EMBED INTO STRINGER 1112" f HIMES RESIDENCE LOT 359, OCEAN RESORTS A CO-OPERATIVE; ST. LUCIE COUNTY, FLORIDA