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06-762-001w, ., G .\ I FOURTH FLOOR JOIST SCHEDULE -- AREA 2 JOIST MARK QUANT. LENGTH HEIGHT SUB THICK. STRAND PATTERN SLL + SDL PSF SHORE CROWN BUILD UP BOT. NOTCH BEVEL END HANGER SHEAR FRICT. WOOD WELD ANGLE NOTES FEET INCHES TYPE LOC. LOAD INCHES AT 8J40 4 19 8 8 4 3/4 A 60 GS313-1 30 4.6 1/4 4 — — — -- — -- -°- 3 6" 2' 3 11 " REST 1 @6" 1 @6" 1 @5" 1 @7" 1/8 1 M716 G3SB -2 30 — 26 6 T -2 -OP 275 160 12J70 19 16 5 12 4 3/4 C 60 6" Z 5.9 1 /8 REST REVIEWED ONLY FOR THE LIMITED CONFORMANCE WITH THE INFORMATION GIVEN AND THE DE FULL SET OF CONTRACT DOCUMENTS. 1/4 TH -R TH -L — _ 30 — 12J71 7 23 0 12 4 3/4 B 60 -- 3 8.2 1/4 3 — -- — TH -R TH -L — 1/4 O 12J72 1 27 3 12 4 3/4 B 60 990 Z a.3 318 T- --- -- A -R TH -R TH -L — — — t 12J73 1 25 11 1/2 12 4 3/4 B 60 (Z 9.2 3/8 Z ---- — A -R TH -R TH -L — — — d 12J74 1 24 a 12 4 3/4 B 60 8.8 3/11 GSB -1 --- ---- A -R TH -R TH -L L -1 -OP --- — FLORIDA LICENSE # 26641 12J75 1 23 4 12 4 3/4 B 60 REST Q 8.3 1/4 Z — --- A -R TH -R TH -L — — — 23 12J76 5 22 4 12 4 3/4 B 60 3 Z 8.2 1/4 T- — — — TH -R TH -L — — — 1 D553 GSB -3 30 — 21 4 L --1 -OP 135 75 - - 2 2 3 6" 2' 3 8" 6' 3 13" 16J170 2 26 5 16 4 3/4 E 60 — 10 12.3 1/4 170 "` `- — TH--R TH -L — `— — 4' 16J171 1 28 0 16 4 3/4 D 60 Z 13.0 318 Z — — A -L TH -R TH-°-L 315 — ^' 2 16J172 1 29 9 16 4 3/4 D 60 3 15" 13.8 3/8 1/4 CAST 1 'A -L TH -R TH -L — — _ 5 16J173 1 31 6 16 4 3/4 D 60 6" 7' 14.7 1/2 REST — — A -L TH -R TH--L — -- 1 D512 16J174 3 32 1 16 4 3/4 D 60 — 2 14.7 1/2 Z -- — — TH -R TH -L — — — 16J175 7 31 5 16 4 3/4 D 60 14 8 14.7 1/2 z — 2 2 TH -R TH -L — 6" _ 3 13" REST 1/8 1 D514 GSB- -B 30 ---- 15 6 T -2 -OP 100 65 -- 2 2 3 6" 4' 3 13" REST 1/8 1 D515 GSB -9 30 — 27 2 T• -2 -OP 24J210 5 49 4 24 4 3/4 J B0 3' 3 23.0 7/11 z 13" REST GH -L 1 D516 GSB -10 30 — 26 4 T --2 -OP 235 85 ---- 2 2 ---- 3 6" 3' 3 8" 4' 3 13" REST A —R -- DET. A — RIGHT END A--L -- DET. A — LEFT END TH —R — T HANGER — RIGHT END TH —L — T HANGER — LEFT END CH —R — CAZALEY HANGER — RIGHT END CH —L — CAZALEY HANGER — LEFT END FOURTH FLOOR. SOFFIT -BEAM SCHEDULE — AREA 2 QUANTITY PSF MARK NO. ENGR. MARK NO. HEIGHT INCHES WELD PLATE LENGTH SHAPE DESIGN STRANDS MILD STEEL S T I R R U P S SHORING TYPE CROWN NOTES FEET INCHES Mu Vu Tu 0 TOP CAD BOT. BAR 0 FOR BAR c9 FOR BAR 9 FOR 1 M715 GS313-1 30 --- 15 4 T -1 -OP 110 90 — 2 2 -- 3 6" 2' 3 11 " REST 1 @6" 1 @6" 1 @5" 1 @7" 1/8 1 M716 G3SB -2 30 — 26 6 T -2 -OP 275 160 — 2 2 --- 3 3" 6' 3 6" 4' 3 11 " REST REVIEWED ONLY FOR THE LIMITED CONFORMANCE WITH THE INFORMATION GIVEN AND THE DE FULL SET OF CONTRACT DOCUMENTS. 1/4 1 M717 G3SB -5 30 — 26 10 T -2 -OP 100 85 — 2 2 -- 3 6" 2' 3 11" REST 1 -*5X33' 2" Lo 0 1/4 O 1 M71 S G3SB -6 36 ---- 30 11 T -2--OP 990 240 --- 5 5 1-- #9X21' TOS DBL 4 4" 7' DBL 4 12" REST t U � Li 3/3 REVIEW OF SHOP DRAWING6 OF SAFETY PRECAUTIONS, CONSTRUCTION MEANS, METHOD£ SE w 0.' 0 QUENCES OR PROCEDURES, NOR DOES IT INDICATE APPROVAL RTIO A. COMPONENT, CL H m 'r d i1] ASSEMILY OF WHICH THE ITEM IS ALL TRADES SHALL REMAIN THE SOLE RESPONSI ILIT a w 0 W 1 D551 GSB -1 30 --- 14 4 L -1 -OP 105 60 FLORIDA LICENSE # 26641 2 2 — 3 6" 4' 3 13" REST 104295 1/8 1 D552 GSB -2 30 -- 23 6 L- -1--OP 225 80 .J� ^.TE:1 2 2 3 6" 2' 3 8" 6' 3 13" REST 1/4 1 D553 GSB -3 30 — 21 4 L --1 -OP 135 75 - - 2 2 3 6" 2' 3 8" 6' 3 13" REST 1/4 1 D554 GSB -12 30 — 10 1 T -2 -OP 170 70 — 2 2 -- - 3 6" 4' 3 15" REST 1/4 {� FREE END 1 D510 , GSB.t12 30 — 28 7 T -1 -OP 315 90 — 2 2 3 6" 4' 3 8" 2' 3 15" REST 1/4 CAST 1 D511 GSB -5 30 -- 15 5 T- 1 -OP 75 65 — 2 2 -- - 3 6" 7' 3 15" REST 1/8 CAST 1 D512 GSB -6 30 -T- 16 0 L -1 -OP 130 60 — 2 2 "-» . 3 6" 4' 3 13" REST 1/8 1 D513 GSB -7 30 — 14 8 L -1 -OP 120 60 — 2 2 3 6" 4' 3 13" REST 1/8 1 D514 GSB- -B 30 ---- 15 6 T -2 -OP 100 65 -- 2 2 3 6" 4' 3 13" REST 1/8 1 D515 GSB -9 30 — 27 2 T• -2 -OP 260 90 2 2 3 6" 3' 3 8" 4' 3 13" REST 1/4 1 D516 GSB -10 30 — 26 4 T --2 -OP 235 85 ---- 2 2 ---- 3 6" 3' 3 8" 4' 3 13" REST 1/4 1 D517 GSB -11 30 — 22 5 T -2 -OP 170 75 2 2 — 3 6" 4' 3 13" REST 1/4 1 D518 GSB -12 30 — 17 4 T -2 -OP 170 70 2 2 3 6" Jr' 3 13" REST 1/8 1 D538 G3SB -3 30 23 9 L -1 -OP 170 95 --- 2 2 — 3 6" 4' 3 13" REST 1/4 1 D539 G3SB -4 30 - -- 17 10 L -1 -OP 100 70 ----- 2 2 3 6" 4' 3 13" REST 1/8 1 D540 G3SB -13 26 ---- 14 4 L"O"OP 125 75 --- 2 2 3 6" 6' 3 11" REST 1/8 1 D541 G3SB -14 26 — 23 6 L -1 -OP 375 140 - ° 3 3 --- - 4 4" 5' 4 6" 5' 3 11" REST 1/4 D542 NOT USED 1 D543 G3SB -15 26 — 15 11 L -O -OP 110 75 2 2 --- 3 6" 4' 3 11" REST 1/8 1 D544 G3S8-16 26 --- 32 4 L -1 -0P 440 95 — 3 4 ---- 3 4" 3' 3 6" 3' 3 11" REST 3/8 STRAND PATTERNS U A B C D E J 16" No OF STRANDS 2 3 2 5 4 S UV N• OF PT DEP -& 1 -9- 1 1 1 LPL' LOCATION OF TOP _ 6" -- 6 3/4" 7 1/4" 7 1/2" 0 OF TOP STRAND m a'' Ld W I 1 @2" 1 @2" 1 @2" 1 @3" 1 @3" 2@2° 0 LOCATION OF 1 @4" 1 @6" 1 @6" 1 @5" 1 @7" 1 @6" U 1 @=„ 1 @7. 1 @91 1 @„ w STRAND © O 1 @9" 1 @11 " 1 @10" OR Y u in z Q . 47 u 1@11'. LL- 1 @12" REVIEWED ONLY FOR THE LIMITED CONFORMANCE WITH THE INFORMATION GIVEN AND THE DE FULL SET OF CONTRACT DOCUMENTS. END +.. V/ l_ w ,j 1 @14" 0 o j< W 0 o w 1 @16" Z ADD RENIRS -- w Q V) a 1 -*5X33' 2" Lo 1/2" 0, 270k STRANDS; P1= 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 J - 3870 PSI 18" 3/4 "x2x8 "P 2 1 J2" TOP OF JOIST * � (2) #5 x 18" O.A.\ 4„ Ifl illl o I I /2 "x4 "x4 "R- �) #5 x 3' -0" O.A.. - �3" 3" 3" 1 1 2„ LOCATION OF CONFINEMENZ 1 2' STEEL #3 • 3" END 1' -0 SIDE VIEW 3/4 "x2 "x8" It 1 /2 "x4 "x4" IS'_ FRONT VIEW REBAR GR.60 R- FY = 36 HANGER DETAIL 12 JOIST ULTIMATE CAPACITY 21 k (TYPE)12HR5 10" 4 (1) 4 x 2' -0 " 21 -) TOP OF JOIST -, 4 "x 24" x 37=" P- -- = 36KSI) R (2) #6 x 3ry(2) #6 x 15=- WELD ALL AROUND 3 1 " /2 x 3 1 " /2 X 1' "° (Fy �SKSI #4 x 24" 24" x 3/$" P (Fy = 6 0 k FOR ALL REBARS, WELDABLE) SIDE VIEW FRONT VIEW 24" HANGER DETAI L ULTIMATE CAPACITY 58k a x�u N (D (V T 2 h- Z w O SHEAR STEEL DETAIL SKEWED ENDS DETAIL A 18" 1 "x2 "x8t- 1 "x2 "x81t r A, k 2 „ k. 3 4'x4 "x4' TOP OF JOIST (2) #5 x 18" 0. TT / 4„ z 2) #6 x 3'--0" O.A. I I I I 3/4 "x4 "x4' LP 3" 3" 3" LIL 1/2' LOCATION OF g0NFINEMEN� 1 FRONT VIEW STEEL 13 • 3 END 1 O "- SIDE VIEW REBAR GR.60 R FY 36 HANGER DETAIL. 16" JOIST ULTIMATE CAPACITY 30 k (TYPE) 16H6 HANGER U 12" T HANGERS - 35 12" SEATS - 28 16" Z 16" SEATS - 30 i. CAZALEY HANGERS -- 10 24" SEATS - 10 ♦ IiV UV 1 IL ❑ REVIEWED AND APPROVED Uy Y L C V �I LPL' .J • 0 Ei,REVIEWED, MARKED AND APPROVED m a'' Ld W I CORRECTED COPY FOR PILING Q ED N � 0 W 1 Y E RESUBMIT I.,.I W ❑ REVISE AND RESUBMIT • U " �V ❑ NOT REVIEWED ���WW w © O d cn E OR Y u in z Q . 47 u U LL- z REVIEWED ONLY FOR THE LIMITED CONFORMANCE WITH THE INFORMATION GIVEN AND THE DE FULL SET OF CONTRACT DOCUMENTS. +.. V/ l_ w ,j U 0 o j< W 0 o w Z N w. w Q V) a U] Lo 0 ACCURACY AND COMPLETENESS OF DETAILS, INSTALLATION INSTRUCTION O to to ro a m w r � O Ld w CJ I PERFORMANCE REMAIN THE SOLE RE:PONSISiILITY OF THE CONTRACTOR DOES NOT CONSTITUTE ARPR VA 0 t U � Li W REVIEW OF SHOP DRAWING6 OF SAFETY PRECAUTIONS, CONSTRUCTION MEANS, METHOD£ SE w 0.' 0 QUENCES OR PROCEDURES, NOR DOES IT INDICATE APPROVAL RTIO A. COMPONENT, CL H m 'r d i1] ASSEMILY OF WHICH THE ITEM IS ALL TRADES SHALL REMAIN THE SOLE RESPONSI ILIT a w 0 W OF OF THE CONTRACTOR. CONTRACTOR MUST REVIEW ALL OUAN ITIE JOHN a AND DIMENSIONS AT THE SITE. FLORIDA LICENSE # 26641 a 18" 1 "x2 "x8t- 1 "x2 "x81t r A, k 2 „ k. 3 4'x4 "x4' TOP OF JOIST (2) #5 x 18" 0. TT / 4„ z 2) #6 x 3'--0" O.A. I I I I 3/4 "x4 "x4' LP 3" 3" 3" LIL 1/2' LOCATION OF g0NFINEMEN� 1 FRONT VIEW STEEL 13 • 3 END 1 O "- SIDE VIEW REBAR GR.60 R FY 36 HANGER DETAIL. 16" JOIST ULTIMATE CAPACITY 30 k (TYPE) 16H6 HANGER QUANTITIES; 12" T HANGERS - 35 12" SEATS - 28 16" T HANGERS - 30 16" SEATS - 30 24" CAZALEY HANGERS -- 10 24" SEATS - 10 ♦ IiV UV z ❑ REVIEWED AND APPROVED Uy Y L C V W V• LPL' .J • 0 Ei,REVIEWED, MARKED AND APPROVED m ' Ld W m CORRECTED COPY FOR PILING ED t 0 1 Y E RESUBMIT I.,.I W ❑ REVISE AND RESUBMIT • U " �V ❑ NOT REVIEWED ���WW Qy. © cn PURPOSE OF THE CHECKING OR Y u in z LJv . 47 u LL- z REVIEWED ONLY FOR THE LIMITED CONFORMANCE WITH THE INFORMATION GIVEN AND THE DE FULL SET OF CONTRACT DOCUMENTS. IGN V/ l_ w t U 0 CONCERT EXPRESSED IN THE CHANGES IN THE CONTRACT SUDS. REVIEW j< t9 iz Z N IT DOES NOT AUTHORIZE OF SHOP DRAWINGS IS NOT CONDUCTED FOR DETERMINING QUANTITIES OR THE FOR 0 ACCURACY AND COMPLETENESS OF DETAILS, INSTALLATION INSTRUCTION O a m w SUISTANTIATING FAMRICATION OF EQUIPMENT OF SYSTEM, ALL OF WHICH S iALL O Ld w U ry PERFORMANCE REMAIN THE SOLE RE:PONSISiILITY OF THE CONTRACTOR DOES NOT CONSTITUTE ARPR VA 0 t U � Li O REVIEW OF SHOP DRAWING6 OF SAFETY PRECAUTIONS, CONSTRUCTION MEANS, METHOD£ SE QUENCES OR PROCEDURES, NOR DOES IT INDICATE APPROVAL RTIO A. COMPONENT, CL m d i ASSEMILY OF WHICH THE ITEM IS ALL TRADES SHALL REMAIN THE SOLE RESPONSI ILIT w 0 G. OF OF THE CONTRACTOR. CONTRACTOR MUST REVIEW ALL OUAN ITIE JOHN ao AND DIMENSIONS AT THE SITE. FLORIDA LICENSE # 26641 a LLj Jas No. GF CONSULTING ENGINEERS, iN 104295 Y /C. t .J� ^.TE:1 18" 1 "x2 "x8t- 1 "x2 "x81t r A, k 2 „ k. 3 4'x4 "x4' TOP OF JOIST (2) #5 x 18" 0. TT / 4„ z 2) #6 x 3'--0" O.A. I I I I 3/4 "x4 "x4' LP 3" 3" 3" LIL 1/2' LOCATION OF g0NFINEMEN� 1 FRONT VIEW STEEL 13 • 3 END 1 O "- SIDE VIEW REBAR GR.60 R FY 36 HANGER DETAIL. 16" JOIST ULTIMATE CAPACITY 30 k (TYPE) 16H6 HANGER QUANTITIES; 12" T HANGERS - 35 12" SEATS - 28 16" T HANGERS - 30 16" SEATS - 30 24" CAZALEY HANGERS -- 10 24" SEATS - 10 RECEIVED APR 12 20C-5 GF CONSULTING ENGINEERS O u Ci U " W V U�WV V t /I� �/ V ♦ IiV UV z LL ♦ Uy Y L C V W V• LPL' .J • 0 m ' Ld W r= Z ED t 0 1 Y E I.,.I W • U " �V 2 zJ Q,Y � ���WW Qy. © J Y u in z LJv . 47 u LL- w W 0 U <W V/ l_ w t U j< t9 iz Z h \ t t c�a O Ld w U u -- 0 t U � O 0 CL m d i o w 0 G. JOHN ao FLORIDA LICENSE # 26641 a LLj Jas No. Ld 104295 W t r� 0 h V) • V G tV W V V V V V U V U . V VVW• 4 u•u.u• • W VYWVW• V V • • u ti r ♦ u �+ Y Y V •♦YVV V u Ci U " W V U�WV V t /I� �/ V ♦ IiV UV z LL ♦ Uy Y L C V W V• .J • 0 m ' Ld W r= ED t LLJ 1 Y E I.,.I W • ct " �V 2 zJ Q,Y � ���WW Qy. © J Y u in z LJv . 47 u 4 w W 0 U <W V/ l_ t U j< t9 Z h a O Ld w u -- 0 z 0 U O SEAL i G. JOHN P.,'Mc� P.E. FLORIDA LICENSE # 26641 SHEET NO, 23 OF 24 Jas No. 104295 • V G tV W V V V V V U V U . V VVW• 4 u•u.u• • W VYWVW• V V • • u ti r ♦ u �+ Y Y V •♦YVV V