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06-1323-001STRAND PATTERNS A 8 C 0 E SECOND G FLOOR JOIST SCHEDULE No OF STRANDS 2 3 2 5 4 4 3 2 i JOIST MARK QUANT. LENGTH 1 HEIGHT SLAB THICK. STRAND PATTERN SILL + SDL PSF 1 SHORE 1 CROWN LOCATION OF TOP BUILD UP BOT. NOTCH BEVEL END HANGER SHEAR FRICT. WOOD WELD ANGLE NOTES FEET INCHES TYPE LOC. LOAD INCHES AT ail 6 17 11 8 4 3/4 A 60 102" 102" 6.1 1/8 (11 -- -- - --' -- -- - CAST 8J2 2 17 4 8 4 3/4 A 60 108 " 6.1 1/8 (11 --- --- --- -- A -R -- -- CAST 8J3 1 6 4 8 4 3/4 A 60 UN$H. 1011 " -- -- -°- -- --- --- --- CAST 8J4 1 6 1 8 4 3/4 A 60 UNSH. -- - -- -- A -L -- --- CAST 8J25 1 18 5 8 4 3/4 A 60 ---- 4.3 1/8 % -- -- E -L --- ---- --� - 8J26 1 15 4 8 4 3/4 A 60 % 316 1/8 -- - -~ - --- -' -- BJ27 1 13 10 8 4 3/4 A 60 % 3.2 1/8 PC -- --� - --- - - -- SJ28 1 13 3 8 4 3/4 A 60 1 3.1 1/8 --- --- --� -~ -- -' -" 8J29 1 14 4 8 4 3/4 A 60 3.3 1/8 % -- --- H -L ° - -- --" 8J30 1 15 5 8 4 3/4 A 60 318 1/8 (11 - -- -- - A -L - -- 8J31 3 16 0 8 4 3/4 A 60 % 3.8 1/8 8J32 1 8 10 8 4 3/4 A 60 2.2 0 (11 °- -- E -R -- 8J33 1 11 4 8 4 3/4 A 60 2.7 1/8 E -R - 8J34 2 12 7 8 4 3/4 A 60 3.0 1/8 8J35 1 11 4 8 4 3/4 A 60 cl;, 2.7 1/0 H -R --- --- -- --- 8J36 1 8 10 8 4 3/4 A 60 2,0 0 Qc H -R -- --• �-- 12J50 7 14 7 12 4 3/4 C 60 1 4.9 `" 1/8 Q 12J51 1 14 1 12 4 3/4 C 60 (c 4.9 1/8 C -- -- --- -' B -R B--L - - 12J52 1 14 4 12 4 3/4 C 60 1 4.9 1/8 -- --- ---' -- B-L - - 12J53 1 14 11 12 4 3/4 C 60 Pc 4.9 1/8 --- --- ---- -- -'° -- -' 12J54 9 17 3 12 4 3/4 C 60 6.8 1/8 --- --- -' --' -- ° -" 12J55 8 24 0 12 4 3/4 B 60 % 8.2 1/4 12J56 1 23 1 12 4 3/4 B 60 1 8.2 1/4 Q -~ -' --' -' B -L 12J57 6 23 4 12 4 3/4 B 60 8.2 1/4 f 16J100 1 27 4 16 4 3/4 E 60 12.3 3/8 4`c 18J101 1 27 1 16 4 3/4 E 60 12.3 C -R --• -- 16J102 1 29 0 16 4 3/4 0 60 Pc 13.0 1 2 S Q 16J 103 ' 1 31 0 18 4 3/4 D 60 13.9 16J104 1 32 5 18 4 3/4 0 60 14.7 1/2 Q C -L -- --- 164105 3 32 8 16 4 3/4 D 60 14.7 1/2 (11 --- -- --- -- -- - 164106 7 32 2 16 4 3/4 0 60 14.7 ,.- 1/2 �a -'- --- -- ° --- --- -- 16J107 NOT USED 16J108 NOT USED 16J109 7 28 5 16 4 3/4 G 60 1 10.0 1/4 P. -~ -- -- -- --- -- - CAST 164110 1 28 2 16 4 3/4 G 60 9.8 1/4 Qs -' --- --^ -- C -L - - CAST 164111 2 21 1 18 4 3/4 H 60 7.6 1/8 CAST 18J112 1 20 10 18 4 3/4 H 60 7.6 1/8 (C --- -- - -~ C -L -- - CAST 115J113 9 24 ® 5 16 4 3/4 H 60 Qc 8.3 1/8 Qc --' ---' --' - -' -- -°- CAST 1OJ114 4 21 1 16 4 3/4 H 60 7.2 1/8 (C --` -- -- -~ ° ~- °- CAST 16J115 1 20 7 16 4 3/4 H 60 7.2 1/8 --~ -- -- --- C -R --- -°- CAST 164118 3 29 9 16 4 3/4 G 60 10.4 1/4 --- --- -- -- -- -- - CAST 16J 117 2 30 0 16 4 3/4 G 60 1 1010 1/4 -- - CAST 164118 1 29 9 1$ 4 3/4 0 60 10.0 1/4 C -R --- - CAST 16J119 6 33 1 16 4 3/4 F 60 11.4 3/8 TL CAST 184120 1 32 10 16 4 3/4 F 60 � 11.4 3 8 / �, -- - - - --- --- C -L -�- --- CAST 16J121 1 38 4 16 4 3/4 D 60 PC 13.2 3/4 Pc C -R --- -- CAST 164122 1 36 g 16 4 3/4 E 80 ; , .. - -12.3 -= - 1 2 % c .�. E- L _.. _ _ ._ . _. _. CAST 164123 1 23 ® 3 16 4 3/4 R - 60 8.3 t/8 CAST 18J124 5 30 1 16 4 3/4 G 60 10.6 318 --- G -R --- • -- -- -- --- CAST A--R -- DET. A -- RIGHT ENID B--L -- DET. B -- LEFT END) RIGHT ENID 164125 1 29 6 16 4 3/4 G 60 Q 10.1 1/4 (11 --- G -R -- --•- C -L -- -- CAST 18J126 2 24 5 16 4 3/4 H 60 8.3 1/8 --- G -R G -L �-� -°� -- --� --- CAST 16J127 1 33 6 16 4 3/4 F 60 11.4 318 CAST C - R _ DET. C -- C -L -- DEL'. C -• LEFT END) D--R - DET. D - RIGHT ENID D -L -- DET. D -- LEFT END) E -L -- DET. E }- LEFT END) F-- R DET. F RIGHT EN I D G--L -- DET. G - LEFT END) G °R -" DET. G RIGHT ENID 244200 1 47 6 24 4 3/4 J 60 21.9 7/8 - - .__. --- D -L D -R ___. ° CAST 24J201 8 47 4 24 4 3/4 J 60 �. 21.9 7/8 --- 4 "X9 " -R 4X9 -L -M -' -- - -- CAST 24J202 5 50 0 24 4 3/4 J 60 �, 23.0 7/8 F -R --� ---� --�' -- -"' t STRAND PATTERNS A 8 C 0 E 1+ G H J K No OF STRANDS 2 3 2 5 4 4 3 2 8 No OF PT DEP -0• 1 $ 1 1 1 1 -e- 1 LOCATION OF TOP 6n _. 6 3/4" 7 1/4" 6" 5" --- 7 1/2" OF TOP STRAND Z0 C) 102" 102" 102" 103" 103" 103" 103" 103" 202" LOCATION OF 104" 106" 106" 105' 107" 107" 107" 107" 106" OW " 108 " 107 " 109 " 109- 109 " 108 -STRAND � C] 109" 1011" 1011" 1010" 1011 " 1012" 0 END < o Q 1014" 1016" ADDREWS -- - --- -- --- --- -- ---- tv v I!Y r tv SHEAR FRICTION REINFORCING JOIST LENGTH 8' 1 21•1" 3 -M 1' -71 STIRRUP$ 3" In z to 2° r 121 413 X V-W 3TRANg3 EXPOSEq 3 0. DETAI L A 2.•7., JOIST LENGTH ` 14-26 DETAIL C SKEWED ENDS 3 - #4 $TARUP3 X 1'•11" r 3" Ir #0X8'•1" 2'•7" b J DETAIL E BOTT. NOTCH #4 8TIRRU P X Y-W 8" 4" 4" 3 y. 248X5 -4" 24" F-1 , '-/ r Ent O N 8' DETAIL F a R 112 0 , 270k STRANDS; PI =28,900# RELEASE STRENGTHS, STRAND PATTERN A - 3450 PSI STRAND PATTERN B - 3000 PSI STRAND PATTERN C - 3000 PSI STRAND PATTERN D - 3830 PSI STRAND PATTERN E • 3000 PSI STRAND PATTERN F - 3260 PSI STANb PATTERN G - 3490 PSI STRAND PATTERN H - 3000 PSI STRAND PATTERN J - 3870 PSI WAIL H 401ST LIENOTN V 1 f s FAVE STRANIA FXP, DETAIL. D 344 STIR RUPSX V -3" 0� 3" N 96 X 8'-10" 1'•7" CITY OF SOUTH MIAMI BUILDING DEPARTMENT APPROVED BY DATE " SUILOING STRUCTURAL_._, ELECTRICAL __. _ MECPANICAL,___ PLUMBING_._____ ____.___ t' U © N M r ccVV a � � i � N rvi w H � A•, N � N r r m r In z O 3 0. > w A Q � o � U r REYIEWEp ACID APPROVED AP REVI+EWEp, ORREC ED COPY OR IFILING FORMAT i RESUBMIT C It3 REVISE AND RESUBMIT E] NOT REVIEWED Z REVIEWED ONLY FOR THE LIMITED PURPOSE Of THE CHECKING fOR EN AX0 CONFORMANCE WITH THE HE FULL EO OF CCONTRACT OOCUtAENITO3. " OF 06TAI CONCEPT EXPRESSED IN T NOES IN THE CONTRACT SU14• REVIE 5 IT DOES NOT AUTHORIZE CHA to v F- OF SHOP OpAy1INa3 IS NOT CONDUCTED FOR DETEALtININa U �] ACCURACY AND COUPLET Alt04 S ALlAt10NOUINSTRUC110 f OR W w SUBSTANTIATING FABRIC ALL OF WHICH St1ALL _ �3 PERFORMANCE OF EQUTAESPONSI ®ILIIYTE 1SF THE CONTRACTOR. LL. C�3 0 z REMAIN THE SOLI: REVIEW, OF SHOP DRAWINGS OQE3 NOt CONSTITUTE APPROVAL 0 REV CONSTRCT10N MEANS, �tEtH0O8. SE* D. OF SAFETY PRECAUt10N8, NOR DOES IT INOtCATE CQ�R NATfON Q OUENCES OR PROCEDURES, ASSEMBLY OF WHICH THE IT1;11;;13 A CO' SOLE , w ALL TRADES SHALL REMAIN MUST REVIEW ALL OUANBTItIEY OF � N OF THE CONTRACTOR. CONTRACTO NO 0ImEN8 OHS AT THE SITE. �QNSULYING ENGINEERS, INC. o A` . 3 /� od rx r >' all Y: x ° r cVa " „• •• SEAL �1�ii�u..• � ir` ,.•... � :,_mss JOHN -P, `M"cRf ' + FLORIDA LICENtg- +2 41 j i v n SHEET NO. MAR 0 12006 1 0 JOB NO. GF CONSULTING ENGINEERS 104295 m U r Z0 C) s- N OW " 0 x Q � C] v x < o Q REYIEWEp ACID APPROVED AP REVI+EWEp, ORREC ED COPY OR IFILING FORMAT i RESUBMIT C It3 REVISE AND RESUBMIT E] NOT REVIEWED Z REVIEWED ONLY FOR THE LIMITED PURPOSE Of THE CHECKING fOR EN AX0 CONFORMANCE WITH THE HE FULL EO OF CCONTRACT OOCUtAENITO3. " OF 06TAI CONCEPT EXPRESSED IN T NOES IN THE CONTRACT SU14• REVIE 5 IT DOES NOT AUTHORIZE CHA to v F- OF SHOP OpAy1INa3 IS NOT CONDUCTED FOR DETEALtININa U �] ACCURACY AND COUPLET Alt04 S ALlAt10NOUINSTRUC110 f OR W w SUBSTANTIATING FABRIC ALL OF WHICH St1ALL _ �3 PERFORMANCE OF EQUTAESPONSI ®ILIIYTE 1SF THE CONTRACTOR. LL. C�3 0 z REMAIN THE SOLI: REVIEW, OF SHOP DRAWINGS OQE3 NOt CONSTITUTE APPROVAL 0 REV CONSTRCT10N MEANS, �tEtH0O8. SE* D. OF SAFETY PRECAUt10N8, NOR DOES IT INOtCATE CQ�R NATfON Q OUENCES OR PROCEDURES, ASSEMBLY OF WHICH THE IT1;11;;13 A CO' SOLE , w ALL TRADES SHALL REMAIN MUST REVIEW ALL OUANBTItIEY OF � N OF THE CONTRACTOR. CONTRACTO NO 0ImEN8 OHS AT THE SITE. �QNSULYING ENGINEERS, INC. o A` . 3 /� od rx r >' all Y: x ° r cVa " „• •• SEAL �1�ii�u..• � ir` ,.•... � :,_mss JOHN -P, `M"cRf ' + FLORIDA LICENtg- +2 41 j i v n SHEET NO. MAR 0 12006 1 0 JOB NO. GF CONSULTING ENGINEERS 104295 m