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PLANSIA MAT PC 114 Originates and Manufacturers° of Extcvd Aivrrmtnwn Patio and Pool EnslOsuret n NC. 600a Paim4ito Expressway, N.W. N.1( 1 l et. .:14iiarjt , Itarida 33166 ° A,4' 72 ortAWiNG N(3. Lor Bill. SQ0. red` ..f MARK TYPE BEAM AND COLUMN SCHEDULE SIZE THICKNESS MAX .BEAM SPAN SPACED _e b d b' Ti 72 73 5=0" 6 1 -0" 7' -0" 8' -0" REMARKS 503 A 3.00 5.00 3.00 .094 .050 .094 21 - -8" 663 A 320 6.60 3.00 .100 .055 .100 27=8" 20' -6" 19' -8" 26' -0" 24' -6" 18' -10" 23' -5" W/ 2- I X2'S SNAPPED ON D0. 773 873 1013 A A A 3.50 3.85 770 8.70 3.20 3.47 4.25 10.10 3.75 110 .120 .060 .070 .080 100 .108 .117 32'-2" 37=4" 30=4" 35' -d 43' -10" 41' - 28=8" 33'-5" 39 -2" 27'- 4" 3 1= 11" 37' -4" D0. D0. 403 603 703 804 1004 302 202 402 602 702 MARK 302 402 A A A A A B MISC. C C C TYPE 8 MEMBER 202 202 202 IX2 IX2 I X2 I X2 3.00 3.00 3.00 4.00 4.00 2.00 2.00 2.00 2.00 2.00 2.00 a'-o" 16' -0" 1 10' -0" 13' -0" 9=0" 14=6" II' -0" 12 1 0" 12' -0" 10 -8 11 HEIGHT 'SPAN BEAMS AND COLUMNS 4.00 6.00 7.00 8.00 10.00 3.00 2.00 400 6.00 7.00 COLUMN SIZE b d 2.00 3.00 3.00 3.00 3.00 4.00 4.00 4.00 b' 088 .094 .125 .125 .140 .050 040 060 .090 .140 D60 SET (2 CABLES) SET (2 CABLES) SET (2 CABLES) SET (2 CABLES) DESCRIPTION STRUT T0102 AT BEAM STRUT TO EAVE SECTION CHAIR RAIL TO COLUMN PERIMETER MEM. JOINED PERIMETER MEM. TO COL. PERIMETER MEM. TO CONC. PERIMETER MEM. TO WOOD .060 .060 .066 .070 .096 .050 .040 .050 .050 .060 SCHEDULE THICKNESS Ti T2 T3 .050 32=0" 29 26 -0" 24=0" 21'- 4" SPAN 088 .094 .125 .125 .140 .050 .120 .180 .280 .120 18 -2" 25' -0" 30=3" 35=11" 45 -3" 12=2" 8=0" 17 =1" 26' -0" 32 -3" .050 .050 .050 10=4" 14' -0" MISCELLANEOUS FASTENING SCHEDULE FASTENER 2#10X3/4" S.M.S. D0. DO D0. D0. ANCHOR AT 24" C -C #10X21/2 "S.M.S 24"C-C SCREEN WALL CABLE SCHEDULE 2 SETS (4 CABLES) 2 SETS(4CABLES) 2 SETS (4CABLES) 2 SETS (4 CABLES) 2 SETS (4 CABLES) CABLES SET (2 CABLES T2 17' -2" 23 =7" 28' -5" 33 1 a" 42=6" 11=5" 810" 16= 1" 24 1 -6" 30' -4" 9 -5" 12=9" ANCHORS TO CONCRETE EA Iy1ASONRY SHALL BE I /4 "X 21/2" THUNDERBOLTS #10 X 2 I/2' S.M.S. IN JORDAN 1020 ANCHOR OR APPROVED EQUAL. 16 -6" 22 -5" 26 32=1" 40' -4" 10' - 10" 810" 15=4" 23=3" 28 -10" 8 =9" 11 11 -9" 15=8" D0. 21' - -5" W /2 -I X 2'S SNAPPED ON 25' -10" D0. 30 D0. 38' -7" D0. 10'- 4" 7 -0" 14'7" 22=3" 27' -6" MAX. COLUMN SPAN SPACED € -€ 5=0" 1 6=0" 7=0" 8=0" 8 -2" III O" #IOXI/2" S.M.S. AT 24 "0.C. D0. D0. SPACE CHAIR RAIL. 6' - -2" C -C MAX D0. DESIGN CRITERIA WALLS: DESIGNWIND LOAD IN & OUT 13 P.S.F. TEST LOAD WIND IN a OUT 195P.S.F. ROOF: DESIGN LIVE LOAD DOWN 7 P.S.F. DESIGN WIND LOAD UP 7 PS.F. TEST LOAD UP & DOWN 105PS.F. RECOVERY AT TEST LOAD 90q MIN. DEFLECTION LIMIT AT TEST LOAD L /80 NOTES: I.) ROOF & SIDES SHALL BE COVERED WITH SCREEN CLOTH BEING 60% OR GREATER OPEN THE ADDITION OF SOLID ROOFING OR SIDING IS NOT COVERED BY THIS SHEET. 2.) THE EXISTING STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED SCREEN ENCLOSURE 3.) 6063 -T6 ALUM. ALLOY BEAMS WILL BEAR IDENTIFICATION 1 • FT FROM EACH END OF BEAM. 4.) USE ADDITIONAL SETS OF CABLES WHERE BEAM SPANS EXCEED THOSE SHOWN IN CABLE SCHEDULE. 5.) A TOLERANCE OF .006 "± IS ALLOWED WHERE WALL THICKNESS EXCEEDS .055 ". 6.) EXPOSED FASTENERS SHALL BE NON-MAGNETIC STAINLESS STEEL OR ALUM. EXCEPT CABLE FASTENERS MAY BE HOT - DIP GALV. STEEL 7)MASONRY ANCHORS SHALL BE MADE OF NON - CORROSIVE METALIC CONST. OR OF VIRGIN RV.C. PLASTIC. EXISTING STRUCTURE L TYPICAL ROOF PLAN TYPICAL ELEVATION l 202 213i h- ALTERNATE FASCIA LAG 1 NEW MEM. TO OLD W/2 -1/4' X 5"LA GS INTO EA. 'TRUSS OR RAFTER DETAIL 2 #010 S.M.S. I'x 2 V2X VB L 6 "LONG 2 ANCHORS 8 IX2 5 /16"WELDED EYE BOLT , 3/32"S . 3. CABLE 2 3/32" NICO SLEEVE V4" 0 X 3" LONG GALV. BRACKET 2X2 "X /B" L M/ 2# 10 S.M. EA. LEG DETAIL 9 1200# BREAKING STRENGTH 3132" SS. CABLE 3/32" NICO - SLEEVE SAVE &CORNER MEM 0 W ' COLUMN N 90 S.M.S. 3" LONG COLUMN 6"X E' ta0 T gp., 'SIDEWALL BRACING NOTE : THIS BRACING DOES NOT APPLY TO - -IAT PORTION OF ENCLOSURE THAT IS FRAMED INTO AN 'L' OR ' U' OF AN EXISTING BLDG. 202 102 MISCELLANEOUS COMPONENTS 202 SNAP EAVE E& CORNER I X2 DETAJL 4 r 8" MIN. FTG. BY OTHERS DETAIL NOTE. 3/32 -1 X 19 S.S CABLE, MFG BY UNIVERSAL WIRE PRODUCTS OR EQUAL 202 2'x2 "XI /B L EA. SIDE 1x2 1# 5 CONT. CABLE E. 102 WIND BRACING DETAILS 2' MIN FASCIA 3 REAM CONNECTION USE 2 "X V6 "L X 2 " LB. EA. SIDE W /3 #10 S.M.S. TO BEAM es 4#10 X 2 V2 S.M.S. TO FASCIA DETAIL 1 . , 2 MIN. FASCIA BEAM CONNECTION USE 2 "X ex VB"L 2 LG. EA. SIDE W/2- I /4' THRU BOLTS TO BEAM E 4-#10X 2 V2" SM S. TO FASCIA DETAIL 5 NOTES: 0' TO 32' SPAN USE 4-#10 S.MS E. 2 ANCHORS EA. COLUMN. OVER 32' SPAN USE 60 S.M.S. fi 4ANCHORS EA. COLUMN USE 2 ANCHORS & 4 S.M.S. EA. SIDE OF CORNER COLS. 102 BRACING SCHEDULE 0'- I6' USE 2 -#.:10 51 I6' -24' " 3 " 30' 35' 5 . .. 3S' - UP USE CABLES - 202 102 /L ROOF BRACING LAYOUT (FREE STANDING EA FASCIA ATTACHED ENCLOSURE - BOX BEAM 3 V2" I -BEAM DETAIL 2 1 /8"x 1/2" STRAP EA. PURLIN 10 S.M.S. AS SHOWN DETAIL 3 I -BEAM DETAIL 6 NOTE: NOT REQUIRED FOR BOX BEAMS LIMITATIONS : OVERHANGS -1' T02' MAX . SPAN OF SCREEN ENCLOSURE BEAMS • 40' -0" OVERHANGS -2' TO 3' MAX .SPAN OF SCREEN ENCLOSURE BEAMS • 36'-0" OVERHANGS-3: TO 4' MAX. SPAN OF SCREEN ENCLOSURE BEAMS • 30' -0" OVERHANG§ E6CEEQING 4' -O" MUST BE CHECKED BY THE ENG'R TO DETERMINE IF THE OVERHANG CAN SAFELY SUPPORT THE LOADED SCREEN ENCLOSURE : SPANS EXCEEDING THE ABOV(LIMTATIONS MUST BE CHECKED BY THE ENG DETERMINE IF THE OVERHANG CAN SAFELY SUPPORT THE LOADED SCREEN ENCLOSURE 2X2Xa LW/ 2#10 S.M.S. EA. LEG EAVE MEM. REVISED, - AUGUST 9, 1972- JAN.8,1976 DETAIL -7 SCREEN ENCLOSURE DETAIL SHEET ENGINEER: ROSERTS.MONSOI/R DATE: AUGUST 19, 1968 102 OR 202 i22 vex I/V 61..G.W/4/10S.M.S. EAVE MEM. COLUMN CLI MATROL CORPORATION •6900 N.W. 77 CT.. MIAMI , FLORIDA P.O. BOX 440563 33144 JOB NUMBER 1071 4 CFlA R -RAIL r --- Nrinioo 33S 411 MARK TYPE BEAM AND COLUMN SCHEDULE SIZE THICKNESS MAX .BEAM SPAN SPACED _e b d b' Ti 72 73 5=0" 6 1 -0" 7' -0" 8' -0" REMARKS 503 A 3.00 5.00 3.00 .094 .050 .094 21 - -8" 663 A 320 6.60 3.00 .100 .055 .100 27=8" 20' -6" 19' -8" 26' -0" 24' -6" 18' -10" 23' -5" W/ 2- I X2'S SNAPPED ON D0. 773 873 1013 A A A 3.50 3.85 770 8.70 3.20 3.47 4.25 10.10 3.75 110 .120 .060 .070 .080 100 .108 .117 32'-2" 37=4" 30=4" 35' -d 43' -10" 41' - 28=8" 33'-5" 39 -2" 27'- 4" 3 1= 11" 37' -4" D0. D0. 403 603 703 804 1004 302 202 402 602 702 MARK 302 402 A A A A A B MISC. C C C TYPE 8 MEMBER 202 202 202 IX2 IX2 I X2 I X2 3.00 3.00 3.00 4.00 4.00 2.00 2.00 2.00 2.00 2.00 2.00 a'-o" 16' -0" 1 10' -0" 13' -0" 9=0" 14=6" II' -0" 12 1 0" 12' -0" 10 -8 11 HEIGHT 'SPAN BEAMS AND COLUMNS 4.00 6.00 7.00 8.00 10.00 3.00 2.00 400 6.00 7.00 COLUMN SIZE b d 2.00 3.00 3.00 3.00 3.00 4.00 4.00 4.00 b' 088 .094 .125 .125 .140 .050 040 060 .090 .140 D60 SET (2 CABLES) SET (2 CABLES) SET (2 CABLES) SET (2 CABLES) DESCRIPTION STRUT T0102 AT BEAM STRUT TO EAVE SECTION CHAIR RAIL TO COLUMN PERIMETER MEM. JOINED PERIMETER MEM. TO COL. PERIMETER MEM. TO CONC. PERIMETER MEM. TO WOOD .060 .060 .066 .070 .096 .050 .040 .050 .050 .060 SCHEDULE THICKNESS Ti T2 T3 .050 32=0" 29 26 -0" 24=0" 21'- 4" SPAN 088 .094 .125 .125 .140 .050 .120 .180 .280 .120 18 -2" 25' -0" 30=3" 35=11" 45 -3" 12=2" 8=0" 17 =1" 26' -0" 32 -3" .050 .050 .050 10=4" 14' -0" MISCELLANEOUS FASTENING SCHEDULE FASTENER 2#10X3/4" S.M.S. D0. DO D0. D0. ANCHOR AT 24" C -C #10X21/2 "S.M.S 24"C-C SCREEN WALL CABLE SCHEDULE 2 SETS (4 CABLES) 2 SETS(4CABLES) 2 SETS (4CABLES) 2 SETS (4 CABLES) 2 SETS (4 CABLES) CABLES SET (2 CABLES T2 17' -2" 23 =7" 28' -5" 33 1 a" 42=6" 11=5" 810" 16= 1" 24 1 -6" 30' -4" 9 -5" 12=9" ANCHORS TO CONCRETE EA Iy1ASONRY SHALL BE I /4 "X 21/2" THUNDERBOLTS #10 X 2 I/2' S.M.S. IN JORDAN 1020 ANCHOR OR APPROVED EQUAL. 16 -6" 22 -5" 26 32=1" 40' -4" 10' - 10" 810" 15=4" 23=3" 28 -10" 8 =9" 11 11 -9" 15=8" D0. 21' - -5" W /2 -I X 2'S SNAPPED ON 25' -10" D0. 30 D0. 38' -7" D0. 10'- 4" 7 -0" 14'7" 22=3" 27' -6" MAX. COLUMN SPAN SPACED € -€ 5=0" 1 6=0" 7=0" 8=0" 8 -2" III O" #IOXI/2" S.M.S. AT 24 "0.C. D0. D0. SPACE CHAIR RAIL. 6' - -2" C -C MAX D0. DESIGN CRITERIA WALLS: DESIGNWIND LOAD IN & OUT 13 P.S.F. TEST LOAD WIND IN a OUT 195P.S.F. ROOF: DESIGN LIVE LOAD DOWN 7 P.S.F. DESIGN WIND LOAD UP 7 PS.F. TEST LOAD UP & DOWN 105PS.F. RECOVERY AT TEST LOAD 90q MIN. DEFLECTION LIMIT AT TEST LOAD L /80 NOTES: I.) ROOF & SIDES SHALL BE COVERED WITH SCREEN CLOTH BEING 60% OR GREATER OPEN THE ADDITION OF SOLID ROOFING OR SIDING IS NOT COVERED BY THIS SHEET. 2.) THE EXISTING STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED SCREEN ENCLOSURE 3.) 6063 -T6 ALUM. ALLOY BEAMS WILL BEAR IDENTIFICATION 1 • FT FROM EACH END OF BEAM. 4.) USE ADDITIONAL SETS OF CABLES WHERE BEAM SPANS EXCEED THOSE SHOWN IN CABLE SCHEDULE. 5.) A TOLERANCE OF .006 "± IS ALLOWED WHERE WALL THICKNESS EXCEEDS .055 ". 6.) EXPOSED FASTENERS SHALL BE NON-MAGNETIC STAINLESS STEEL OR ALUM. EXCEPT CABLE FASTENERS MAY BE HOT - DIP GALV. STEEL 7)MASONRY ANCHORS SHALL BE MADE OF NON - CORROSIVE METALIC CONST. OR OF VIRGIN RV.C. PLASTIC. EXISTING STRUCTURE L TYPICAL ROOF PLAN TYPICAL ELEVATION l 202 213i h- ALTERNATE FASCIA LAG 1 NEW MEM. TO OLD W/2 -1/4' X 5"LA GS INTO EA. 'TRUSS OR RAFTER DETAIL 2 #010 S.M.S. I'x 2 V2X VB L 6 "LONG 2 ANCHORS 8 IX2 5 /16"WELDED EYE BOLT , 3/32"S . 3. CABLE 2 3/32" NICO SLEEVE V4" 0 X 3" LONG GALV. BRACKET 2X2 "X /B" L M/ 2# 10 S.M. EA. LEG DETAIL 9 1200# BREAKING STRENGTH 3132" SS. CABLE 3/32" NICO - SLEEVE SAVE &CORNER MEM 0 W ' COLUMN N 90 S.M.S. 3" LONG COLUMN 6"X E' ta0 T gp., 'SIDEWALL BRACING NOTE : THIS BRACING DOES NOT APPLY TO - -IAT PORTION OF ENCLOSURE THAT IS FRAMED INTO AN 'L' OR ' U' OF AN EXISTING BLDG. 202 102 MISCELLANEOUS COMPONENTS 202 SNAP EAVE E& CORNER I X2 DETAJL 4 r 8" MIN. FTG. BY OTHERS DETAIL NOTE. 3/32 -1 X 19 S.S CABLE, MFG BY UNIVERSAL WIRE PRODUCTS OR EQUAL 202 2'x2 "XI /B L EA. SIDE 1x2 1# 5 CONT. CABLE E. 102 WIND BRACING DETAILS 2' MIN FASCIA 3 REAM CONNECTION USE 2 "X V6 "L X 2 " LB. EA. SIDE W /3 #10 S.M.S. TO BEAM es 4#10 X 2 V2 S.M.S. TO FASCIA DETAIL 1 . , 2 MIN. FASCIA BEAM CONNECTION USE 2 "X ex VB"L 2 LG. EA. SIDE W/2- I /4' THRU BOLTS TO BEAM E 4-#10X 2 V2" SM S. TO FASCIA DETAIL 5 NOTES: 0' TO 32' SPAN USE 4-#10 S.MS E. 2 ANCHORS EA. COLUMN. OVER 32' SPAN USE 60 S.M.S. fi 4ANCHORS EA. COLUMN USE 2 ANCHORS & 4 S.M.S. EA. SIDE OF CORNER COLS. 102 BRACING SCHEDULE 0'- I6' USE 2 -#.:10 51 I6' -24' " 3 " 30' 35' 5 . .. 3S' - UP USE CABLES - 202 102 /L ROOF BRACING LAYOUT (FREE STANDING EA FASCIA ATTACHED ENCLOSURE - BOX BEAM 3 V2" I -BEAM DETAIL 2 1 /8"x 1/2" STRAP EA. PURLIN 10 S.M.S. AS SHOWN DETAIL 3 I -BEAM DETAIL 6 NOTE: NOT REQUIRED FOR BOX BEAMS LIMITATIONS : OVERHANGS -1' T02' MAX . SPAN OF SCREEN ENCLOSURE BEAMS • 40' -0" OVERHANGS -2' TO 3' MAX .SPAN OF SCREEN ENCLOSURE BEAMS • 36'-0" OVERHANGS-3: TO 4' MAX. SPAN OF SCREEN ENCLOSURE BEAMS • 30' -0" OVERHANG§ E6CEEQING 4' -O" MUST BE CHECKED BY THE ENG'R TO DETERMINE IF THE OVERHANG CAN SAFELY SUPPORT THE LOADED SCREEN ENCLOSURE : SPANS EXCEEDING THE ABOV(LIMTATIONS MUST BE CHECKED BY THE ENG DETERMINE IF THE OVERHANG CAN SAFELY SUPPORT THE LOADED SCREEN ENCLOSURE 2X2Xa LW/ 2#10 S.M.S. EA. LEG EAVE MEM. REVISED, - AUGUST 9, 1972- JAN.8,1976 DETAIL -7 SCREEN ENCLOSURE DETAIL SHEET ENGINEER: ROSERTS.MONSOI/R DATE: AUGUST 19, 1968 102 OR 202 i22 vex I/V 61..G.W/4/10S.M.S. EAVE MEM. COLUMN CLI MATROL CORPORATION •6900 N.W. 77 CT.. MIAMI , FLORIDA P.O. BOX 440563 33144 JOB NUMBER 1071 ,!, Lot 7 and the East 45 feet of S nORES , according to the plat of the Public Records O ode /` /t /a 5r or L. P. Macsmith BISCAYNE 755-INEMING COMPANY Civil Engineers Miami Florida SKETCH OF SURVEY EY Lot br . Block 185, BAY BREEZE SECTION MIAMI thereof recorded in Plat Book 42. at Page 25, County, Florida. Order # 24751 F -1A WE CERTIFY: That •`he attached "SKETCH OF SL'RV '" of the above HEREBY ..�..�... _. s..t .... c t the best of our knowledge and belief as described property is true and correct V „o recently surveyed and platted' under our direction; also that there are no encroachmets unless shown thereon. 3I8CAE ENGINSERING.c . Bennett Reg, te_ ed En ineer # 1 Registered Surveyor # 46 STAT OF FLORIDA. July 20, 1951 Scales Shown I• } YS N, • .Sec% / " =20' k PP' )9 «4 -.€r = sH:tae[cZaLliCA WatAs `Rb�34e//• C�.N3sr:SA, h rs'4.:J*a _ i'�t:C3;:�a^f 1uarmo s::G:S*t1t,`.JS'S°..`t':t3'Sd �+�riL32�L'L*w :4 .. • e.,• .Z . L.I .........................„ ....., i 4 it 3 1 04� _ I*.. ♦ �.. J f ,, • k! 3.1.1 8HO: } tars xi= � �r� r r _ sJ E 14 CO'AP L:,i.4 :.' . , i Ir:�ri 1! . MIAMI SHORES V LL c r GE.4.SL; t S iNO r %r`�'i <� ;� �J . "L ACCURACY J • CGMPLIANCE MTH THE -01.; Pi FLc R;DA Fri iLG;i �� C:Or AS l'C:O9TED BY MIAMI AMI SiiORES VII LAGE (S REQL;Ri;D. THE ARCi41TF_C EL`C }.R & SUB CONTRACTORS ARF CHARGED WilH THE KNOMFDCE OF P11 6LiLDAG REGUL�T Of 6ThEl'hE � OR NOT SFECWICALLY INDICATED HERE .�. T t N f} % • : X41 • c r y t y • i _/ YwM•'.M 4 • -� . " ,.. .. //`` X{"T"�'T'N!_Y a r •t' . -.= a. r.:- -.r dt :.. -. ; � .. ., r c .;' _. . r' aa ;.. .: GG R.,.t ., .. .. .nv :. 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'; . . . , aptIt.,fLAN pp AR it S OAr_0 1E /01 s 87 f • • 1111 ,i4.13, .79 Gm' PLOi1,115A ^ 4 4 - t • . . . • . . . • NVA St AND At,SOC.:1AT.Gil."' „, A t3. .171 .1. c. Au -Q DA0oJCt9. w4. POOL PLAN 2 $Os 1 /4!': I' —O" af-0,Le) MARK REVISION DESCRIPTION DATE 4 1 - z DAVIS ENGINE RS .R A•. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266 - 4 POOL POOL FOR 1 : WA HL 1 1 6t P'1,444.1 PA JOB No JCie; DAT . I) At ., Pao ' :GUNS• L P6\ ''L<aF' tr.v)o I 1N1PP0_I Ra iNFrORGI , Nit eat L!". rt 0 -4a �} ALL PIPIN6 'F1A L. 5 Peed HEr)tJL 4c A} IN TALl.ATION oP JUNGT►c»4 I00xe / c 4 2 , 114a rtAI ?G* . E �>` i' &IoAL ! 5} e' 1 t-IlaR TOP ` i c .' APG.541JAcig, 046 • I C( ? 1AI L. f 7't t taGr A tAoTOK I F NO AkeZORPANGS 141TN K4 f F MOTORS Lt44 aWN5g. Ml /II: A RE3044 6 Or ortero,a % NALL IN ACG 1\ !nl t='}d cot Fxoa2UIKa Met rr FUR �.� FWaT f, TON INpI - rs •j ■J© ANC2 pe.76,K Gi + eA?•►a UPF't`' pN e.) -. Cam' .v t e . e&r41rrAG'j I� - a NGT1pr E ta i iEgtt 1P H NQ/ A aNiea titg (7 ONi C 'O'T'e I`6�F I Z ALA � & : I N � ��► ,�� : �N �tl.lx.. �3t- f�t..t... . i- �t�l lu�� c r % frklAi JO CA AL Td 6 Ihf c4Mr -t-1 11 : t K1N1MEK N'Y3 DAVIS ENGINEER 6811 S.W. 81i1 TERRA MIAM FLORIDA 33143" (305) 666.2616 2 PIPE - To d MI• C41∎1 . ALA AS UNt7 caA114 UMt� t✓) L 4 vim± t -4 LEVER AEPAO PAODUC1 S, iNC. I o' a 9 N TE PLAN • Set /8" 130'-d'' MARK -1,t -�� -- 1 �� i1 i it � i 1' i, t 1l - REVISION DESCRIPTION 0 ti j x J z ` fjl DATE JOS No I c -rte "v �.r‹. LI 1"1 �. Moot. MP 4 M LTL K 4 DATE 15'-e) DAVIS ENGINEERS P.A. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266 -2566 3 J J. C. POOLS POOL P' : MR: WAI-IL 51\1YDE 12 25 4 . 101 a - rKew - M AI-11 1=tteiKI ��.. COCONUT GROVE GLASS ENGINEERING DEPT. 4246 N.W. 37 AVE. MIAMI, FL 33142 (305)634 -3420 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : JOHN VAN BEEKUM JOB NUMBER : 1225 N.E. 101 ST. MIAMI SHORES, FL. DESCRIPTION : IMPACT WINDOW REPLACEMENT WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE. = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA 10.0 FT2 MEAN ROOF HEIGHT = 16.5 FT Kh = 0.866 DISTANCE, Z - 7.0 FT Kz = 0.849 1 a 4 5 WIND LOADS a 4 b DATE : 6/28/2005 qh = 47.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 38.0 FT CORNER DISTANCE, a = 3.8 FT WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 55.8 55.8 SUCTION (psf) -60.5 -74.7 COCONUT GROVE GLASS ENGINEERING DEPT. 4246 N.W. 37 AVE. MIAMI, FL 33142 (305)634 -3420 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : JOHN VAN BEEKUM JOB NUMBER : 1225 N.E. 101 ST. MIAMI SHORES, FL. DESCRIPTION : IMPACT WINDOW REPLACEMENT WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE. = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA 10.0 FT2 MEAN ROOF HEIGHT = 16.5 FT Kh = 0.866 DISTANCE, Z - 7.0 FT Kz = 0.849 1 a 4 5 WIND LOADS a 4 b DATE : 6/28/2005 qh = 47.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 38.0 FT CORNER DISTANCE, a = 3.8 FT MIAMI•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogg on Manufacturing Co., Inc. 671 West 18 Street Hialeah ,FL 33010 The expense of such testing will be incurred by the manufacturer. APPROVED: 10/25/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE ME"1 RO - DADE FLAGLER BUILDING (40 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING S);l. HON (305) 375.2527 FAX (305) 375 -2553 CONTRACTOR ENFORCENIENT DIVISION (305) 375 -2966 FAX (305) 375 -2903 IItODUCF CON ROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series 1400 Outswing Aluminum Casement Window - Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Type of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves' the right to revoke this approval, if it is deternlined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0814.07 EXPIRES: 10/25/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIE \V COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. ot , t _ d i:fe6,CItik Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1\ s0450001 \pc2000 \\templaces\nocice acceptance cover page.doc Internet mail address: postmaster @buildingcodeonline.com Ilomepage: http : / /www.buildingcodeonline.com Yale Ogron Manufacturing Co. Inc. ACCEPTANCE No.: 01- 0814.07 APPROVED October 2.5, 2001 EXPIRES October 25, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum casement window, as described in Section 2 of' this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings, 2. PRODUCT DESCRIPTION 2.1 The Series "1400" Outswing Aluminum Casement Window and its components shall be constructed in strict compliance with the following documents: Drawing No. W01 -52, Sheets 1 through 5 of 5, titled "Series -1400 Aluminum Casement Window," prepared by Al Farooq Corporation, dated 08/01/01 and last revised on 09- 14 -01, signed and sealed by Hurnayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each window unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 The Notice of Acceptance of applicable mullion at the astragal location. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division 2 Yale Ogron Manufacturing Co. Inc. ACCEPTANCE No.: 01- 0814.07 APPROVED October 25, 2001 EXPIRES October 25, 2006 NOTICE OF ACCEP'T'ANCE: SPECIFIC CONDI'T'IONS 1 Renewal of this Acceptance (approval) shall he considered alter a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process, b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division 3 FRAME VENT 4.200 3.500 .510 - JU .062 - .266 �^ - - IMPOST 1.315 2.785 - .545 .817 .565 .260 --i L GLAZING BEAD PLASTIC END CAPS J /10 X 1/2" FH THREAD CUTTING SCREWS BUTT HINGE ST. STEEL PIN 4.484 4.684 IMPOST COPING APPROYCzD AS COMPCYViG WITH TT1E .SO m4 RAN DA DUI LD1 NG GODS DAT 2-S 200 154. 1 • mcioucr ckormet CretSION cL*DI MG COQE ChhPt.i Of PICA ACCEPT^JICENO.6 le- O,Y( .pJ FRAME CORNER VENT CORNER Engr. OR. HUTAAYOUN FAROOQ STRUCTURES F1A. PE j 16557 .94 V O N O CO L7 CM J 0 H N d E u o c4 0 o U 0 IX a a. 0 r%) O • a`l� p a- N. vi cc' o^ GT, W N M W O 0 L.0 U z rn 0 M co 0 0 U CV • � rr) z c o J n 0 Inn O 3 ? 0 w .. y - c 2 0 'V) 0 a 0 N v b 0 0 ,c 0 0 J ) 0 8 0 0 0 0 1 v drawing no. WO --52 sheet 5 of 5 1 BY OR 2BY WOOD BUCK EXTERIOR D.L OPG. VENT W1DTH WINDOW W1DTH 0 Jrisfpw ©1!Jj 0 0 0 1BY OR 2BY WOOD BUCK 1 TYPICAL ANCHORS SEE CHARTS & ELEV. FOR SPACING TYPICAL ANCHORS - SEE CHARTS & ELEV. FOR SPACING 1/2' X 7/8' X 1/8' 2 -3/4' LONG SNUBBER ANGLES AT 12' FROM HEAD /SILL AND AT MIDHEIGHT ,10 X 3/4' SMS 2 PER ANGLE SINGLE VENT WINDOWS 1/4' SHIM DUAL VENT WINDOWS ITEM 1 2 3 4 5 6 7 8 8A 9 10 11 12 13 PART ,} [QUANTITY DESCRIPTION YE -1401 4 YE -1402 4 YE -1404 1 YE -1405 AS READ. 18 X 1' AS READ. YH- 1409'W AS READ. YH -920 AS REDO. 30744 2/ VENT YH _6 3/ VENT - 2/ VENT - 2/ VENT - 1/ VENT YH -1411 1/ CORNER YH -1408 1/ CORNER FRAME 6063 -T5 VENT CENTER POST GLAZING BEAD FRAME AND VENT ASSEMBLY SCREWS BULB WEATHERSTRIPPING LEAF WEATHERSTRIPPING 2 BAR HINGE, AT TOP AND BOTTOM BUTT HINGES (ALT. TO BAR HINGES) FACE MOUNT LOCK LOCK KEEPER, AT FRAME JAMB FACING LOCK ROTO OPERATOR MATERIAL MA.NF. /SUPPLIER /REMARKS 6063 -T5 6063 -T5 6063 -T5 VINYL VINYL STEEL STEEL STEEL STEEL SULLNAN & SULLNAN SULLNAN & SULLNAN TRUTH ATTACHED W/ (6) /10 X 1/2 FH SCREWS TRUTH, AT 13 -1/2" FROM BOT. & 17 -1/2" FROM TOP YALE, AT 13 -1/2' FROM BOT. & 17 -1/2' FROM TOP TRUTH, AT 12' FROM ENDS YALE DECO FRAME CORNER KEY VENT CORNER KEY • e ' TYPICAL ANCHORS — SEE CHARTS '& ELEV. FOR SPACING 4 1/4' SHIM MAX. SEE MULLIONS APPROVAL FOR MULLION TYPE AND SIZE WINDOW WIDTH D.L OPG. VENT WIDTH EXTERIOR • 0 NIP luk 0 0 WINDOW WIDTH D.L. OPG. VENT WIDTH BUTT HINGES OPTIONAL O Z WONS TO HAVE THEIR OWN N.0.A. TYPICAL ANCHORS — SEE CHARTS '14 ELEV. FOR SPACING /10 X 1/2' FH THREAD CUTTING SCREWS 3 PER HASP /10 SMS SEE CHARTS & ELEV. FOR SPACING WINDOW WIDTH Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 SEP 1 8 2001 ✓ri' U ✓E.) C.0 IPLYING Tilt SAUT14 FLCR OA DUR.C4$G COLE DATE (7GT 2S 2001 PRODUCT c04TUOL a11S40r1 BUILDING CODE dC4APLANOE OFFICE ACCEPTANCE NO bl -o$ tf z co 0 p Z w I O ° 0 r O K c4 LL O cn ,t- c._.) E; •- zwt — C4 cc) 0 � a; w 3 u� d w - ) 0 N rn M M Z O M • N N O N Z N CC C7c~n � O 3= o Q 0 a W 0 0 2 a 0 0 C c ) 0 U 0 N 0 a 0 0 ) drawing no. WO -52 sheet 4 of 5 TYPICAL ANCHORS SEE ELEVS. FOR SPACING # X 5/8" F.H. THREAD CUTTING SCREWS 2 PER HINGE TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1BY OR 2BY WOOD BUCKS TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. TYPICAL ANCHORS SEE ELEVS. FOR SPACING _ 1BY OR 2BY WOOD BUCK WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCON5 INTO WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR 1/4" SELF DRILLING SCREW$ INTO METAL STRUCTURES (1/8" MIN. THICKNESS) OR ALUMINUM MULLIONS (HOLDING A VALID NOA.) SEALANTS: FRAME CORNERS EXTERIOR SEAMS SEALED WITH SILICONE VENT AND FRAME CORNERS SEALED WITH SEALANT. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE 16557 SEP 1 8 2001 APPROR'EU AS CC i.1r LYIH(3 VO T H Tbik 3COITH FLORIDA BUtLD4NG COCE DATE OGT ZS 2tp I BY PRODUCT DOPtiRct Ofv1Si0N BU1t)04G CODE 604,1P1{ OFFICE ACCEPTANCE NO. CAL(Lef •07 Z o0 c. z w O 0 CO F--1 � N O c4 .73 O cn EF z O ° N LL vi °J � 3��n LJ 0 ro <4 6 0 0 1 d 0 N In 0 J a a. 0 0 c 3 O 0 z 3 z w w z J O O I uJ W iY w • N J O j U z o) 0 0 • c o O L+- O Z N O _ o C N O 3= 0 d )-- cD = c O U N N N O 'O 0 Z 2 2 0 0 m 0 7- drawing no. W01 --52 (sheet 3 of 5 DESIGN LOAD CAPACITY - PSF FOR ( X ) SIZES WINDOW DIMS. WIDTH HEIGHT 19 -1/8" 26-1/2" 37" 19 -1/8" 26-1/2" 37" 19 -1/8" 26 -1/2" 37" 19 -1/8" 26-1/2" 37" 19 -1/8" 26 -1/2" 37" 12" 18" 24" 30" 36" 12" 18" 24" 30" 36" 12" 18" 24" 30" 36" 12" 18" 24" 30" 36" 12" 18" 24" 30" 36" 26" 38 -3/8" 5Q -5/8" 63" 74 -1/4" 24" 36" 48" 60" 72" N 2 2 2 3 3 3 4 4 4 5 5 5 6 6 6 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 6 6 6 6 5/16" LAM. GLASS EXT. ( +) 1NT. ( -) 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75,0 66.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 66.0 75.0 75.0 75.0 75.0 75.0i 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 N = NO. OF ANCHORS WINDOW DIMS. WIDTH HEIGHT 37" 53-1/8" 74" 37" 53-1/8" 74" 37" 53 -1/8" 74" 37" 53 -1/8" 74" 37" 53 -1/8" 74" 24" 36" 48" 60" 72" 24" 36" 48" 60" 72" 24" 36" 48" 60" 72" 24" 36" 48" 60" 72" DESIGN LOAD CAPACITY - PSF FOR ( XX ) SIZES 24" 36" 48" 60" 72" PER JAMB N 75.0 26" 2 75.0 2 75.0 3 75.0 38 -3/8" 3 75.0 3 75.0 4 75.0 50 -5/8" 4 73.3 63" 72" EXT. ( +) I 1 NT. ( -) EXT. ( +) 1 NT. ( -) 4 61.1 5 71.0 5 55.0 5 44.1 6 58.7 74 -1/4" 6 44.9 6 35.2 2 75.0 2 75.0 24" 2 75.0 2 75.0 2 75.0 3 75.0 3 75.0 36" 3 75.0 3 75.0 3 75.0 4 75.0 4 75.0 48" 4 75.0 4 73.3 4 67.2 60" 5 63.0 1 ANCHOR AT EACH SIDE OF IMPOST 5 75.0 5 75.0 5 53.8 5 48.0 6 75.0 6 64.0 6 50.4 6 42.4 6 37.3 5/16" LAM. GLASS 75.0 75.0 75.0 75.0 75.0 75.0 75.0 73.3 61.1 71.0 55.0 44.1 58.7 44.9 35.2 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 66.0 75.0 73.3 67.2 75.0 75.0 63.0 53.8 48.0 75.0 64.0 50.4 42,4 37.3 2 ANCHORS AT EACH SIDE OF IMPOST 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.4 70.4 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 66.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.7 74.7 w x 0 0 z 3 WINDOW W. X x 0 x 0 0 z 3 WINDOW WIDTH XX APPROVED CONFIGURATIONS SEP 1 8 2001 En9r. DR. HUTAAYOUN FAR00Q STRUCTURES FLA. PE j 16557 ARPAOWED AS COMPtnNG WIN TIC aD rnn FLOR4CA BUftC‘NG CODE DATE CX-T ZS, 2c oI ow- (. I L1,„�.! CtKT Ot DIVIS4CN BINIDHIB'CODE dOMPUANCE OFt!C ACCEPTANCE NO, 0(- 0 ir/ 9..07 3 0 0 z 3 w w 0 z J 0 0 w w 0 0 c 0 a 0 0 3 a a 2 0 0 rn 0 co U C 0 0 • co 0 c • � u- 0,0 � O co N 0 w 3 � >- UDD 0, 0 is a drawing no. WO1 -52 sheet N 6" MAX. TYP. HEAD /SILL CORNERS AT HEAD AND SILL 'DS 1 ANCHOR 7ST 2 ANCHORS AT EACH SIDE OF IMPOST SEE CHART FOR CAPACITIES 30 3/4" MAX. D.L. OPG. 35 5/8' MAX. VENT WIDTH 1/8' HEAT STREN'D GLASS .070 SAF -CLASS PVB INTERLAYER 1/8' HEAT STREN'D GLASS 5/16" THICK NOMINAL IMPACT GLASS LAMINATED BY SECURITY IMPACT GLASS SHUTTERS NOT REQUIRED 74 MAX. WINDOW WIDTH TYPICAL ELEVATION II WINDOWS UPTO 36' HT. REQUIRE 1 LATCH ONLY 12 3/4' MAX. HEAD /SILL ■ 1 ICI 11 I� BUTT HINGES OPTIONAL WINDOWS UPTO 38 -3/8' HTS. REQUIRE 2 HINGES ONLY m 0 N .130 GLASSLAM PVB INTERLAYER GLAZING OPTIONS SILICONE i0 5/16" THICK NOMINAL IMPACT GLASS LAMINATED BY UNITED GLASS LAMINATING INC SHUTTERS NOT REQUIRED o NOTES: O 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1/8' HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS 0. r r z E 1/8" HEAT STREN'D GLASS .090 SAFLEX /KEEPSAFE MAXIMUM PVB INTERLAYER 1/8" HEAT STREN'D GLASS SIUCONE 5/16" TEIUK NOMINAL IMPACT GLASS LA? ,;,TED BY ARCH ALUM SHUTTERS NOT REQUIRED Engr: OR. HUhAYC'JN FAR000 STRUCTURES RA. PE J 16557 1 8 201 APP ROVE) AS Cct & WU-1 114E SOUTH F104 DA 001.0140 000E DATE 0C-To9ER 2S1 � BY IStai 1. a ti PRODUCT CO a av,s 3 ILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. (2 (t4 • p7 z 0 () w 0 I` Q1 CO N O O 0 I 0 0 N 0 0 O U 0 Z 0 0 c O CV I � Ur' H 0 Li 0 r Z co O N C.7 Ij � O 31 Q o a >- (0 I ) 0 J 0 o. 0 0 v 0 2 0 0 u 0 re a Ot 0 0 0 ) drawing no. WO1 -52 sheet 1 of 5 SERIES-1400 ALUMINUM CASEMENT WINDOW & PRODUCT WINDOW HEIGHT CENTER HINGE GLASS BITE BOT. HINGE TOP HINGE \ / I I V VENT HEI 67 1/4" " D.L OP 1 l- // / •\ -- - \ I I I I I J I I I I I I j 1 1 7� T // I I I I \\ \ II ` I I I \ _- . / II 11 11 \ 11 11 II I \� \ II • 1 1 II \ 1 11 11 1 • II II II II N 6" MAX. TYP. HEAD /SILL CORNERS AT HEAD AND SILL 'DS 1 ANCHOR 7ST 2 ANCHORS AT EACH SIDE OF IMPOST SEE CHART FOR CAPACITIES 30 3/4" MAX. D.L. OPG. 35 5/8' MAX. VENT WIDTH 1/8' HEAT STREN'D GLASS .070 SAF -CLASS PVB INTERLAYER 1/8' HEAT STREN'D GLASS 5/16" THICK NOMINAL IMPACT GLASS LAMINATED BY SECURITY IMPACT GLASS SHUTTERS NOT REQUIRED 74 MAX. WINDOW WIDTH TYPICAL ELEVATION II WINDOWS UPTO 36' HT. REQUIRE 1 LATCH ONLY 12 3/4' MAX. HEAD /SILL ■ 1 ICI 11 I� BUTT HINGES OPTIONAL WINDOWS UPTO 38 -3/8' HTS. REQUIRE 2 HINGES ONLY m 0 N .130 GLASSLAM PVB INTERLAYER GLAZING OPTIONS SILICONE i0 5/16" THICK NOMINAL IMPACT GLASS LAMINATED BY UNITED GLASS LAMINATING INC SHUTTERS NOT REQUIRED o NOTES: O 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1/8' HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS 0. r r z E 1/8" HEAT STREN'D GLASS .090 SAFLEX /KEEPSAFE MAXIMUM PVB INTERLAYER 1/8" HEAT STREN'D GLASS SIUCONE 5/16" TEIUK NOMINAL IMPACT GLASS LA? ,;,TED BY ARCH ALUM SHUTTERS NOT REQUIRED Engr: OR. HUhAYC'JN FAR000 STRUCTURES RA. PE J 16557 1 8 201 APP ROVE) AS Cct & WU-1 114E SOUTH F104 DA 001.0140 000E DATE 0C-To9ER 2S1 � BY IStai 1. a ti PRODUCT CO a av,s 3 ILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. (2 (t4 • p7 z 0 () w 0 I` Q1 CO N O O 0 I 0 0 N 0 0 O U 0 Z 0 0 c O CV I � Ur' H 0 Li 0 r Z co O N C.7 Ij � O 31 Q o a >- (0 I ) 0 J 0 o. 0 0 v 0 2 0 0 u 0 re a Ot 0 0 0 ) drawing no. WO1 -52 sheet 1 of 5 SERIES-1400 ALUMINUM CASEMENT WINDOW & PRODUCT WINDOW HEIGHT CENTER HINGE GLASS BITE BOT. HINGE TOP HINGE 03 ['1 03 I SECTION VIEW 1 /4" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 6 " AT CORNERS AND BALANCE AT 12 3/4" O.C. BREAK METAL EXISTING STEEL COL. 1/4" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 6 " AT CORNERS AND BALANCE AT 12 3/4" O.C. YALE OGRON SERIES 1400 ALUMINUM IMPACT CASEMENT WINDOW IN CLEAR ANODIZED ALUMINUM AND WITH CLEAR 5/16' LAMINATED IMPACT GLASS N.O.A. 01-0514.07 WINDOW WIDTH PLAN VIEW 1/4" SELF DRILLING SCREWS AT 6 " FROM CORNERS AND BALANCE AT 14" O.C. 1/4" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 6 " AT CORNERS AND BALANCE AT 14" O.C. 1/4" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 6 " AT CORNERS AND BALANCE AT 14" O.C. 3/8 03 rn to 03 Z W a 0 ce Z D U) Q W I9 m I*) w N 03 c'] 3/8 37 WINDOW WIDTH ELEVATION 2 - REQUIRED 3/8 03 rn ( Z W a 0 ce Z 0 In Q YALE ❑GR ❑N SERIES 1400 ALUMINUM IMPACT CASEMENT WINDOW IN CLEAR ANODIZED ALUMINUM AND WITH CLEAR 5/16" LAMINATED IMPACT GLASS N.D.A. 01-0814.07 co (11 03 (17 03 3/8 37 WINDOW WIDTH 3/8 ELEVATION 2 - REQUIRED i 1- 2 w • ct SL W [17 W LL O Z r - Q 3 • • W li ZZ❑ I i n � N -3N C — N L 0 Q LI_ O <2 co t 0 (1 J W 1- DRAWN BY: E,V, r IIDATE: II II 0G-27-05 SHEET NUMBER CG-2 OF 3 J t i APPROVED BY: SCALE:As %Ow %) DATE: - 2. m © 5 REVISED ` 4z4.40 m . 3 l ^T ° '11,A,1-4 J Fr r 33I4'. DRAWING NUMBER Won- 37 X 38 3/8 IMPACT CASEMENT WINDOW 37 X 38 3/8 IMPACT CASEMENT WINDOW YALE OGRDN SERIES 1400 ALUMINUM IMPACT CASEMENT WINDOW IN CLEAR ANODIZED ALUMINUM AND WITH CLEAR 5/16" LAMINATED IMPACT GLASS N.D.A. 01- 0814.07 D