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11-831-0030— I XSPKK SECURELY NAI TIMBER ASS COMF PLYWOOD SPAN 0- [0.00) MIN 44• [12.001 MAX PROPHEAD SSK OR z COMBIHEAD SCK t w Fn X SECURELY NAIL FILLER TIMBER BEFORE ASSEMBLING COMPONENTS PLk 0' [1 2- [: r\ f � PROPHEAD SSK OR COMBIHEAD SCK SECURELY NAIL FILLER TIMBER BEFORE ASSEMBLING COMPONENTS O - -Q 1 X SI SECURELY TIM) C © O EDc cc TRANSVI BEAM AT EDGE BEAM SRT -2 (FLAT SIDE EDGE BEAM SRT -2 (NOTCH SIDE DOWN) DOWN) OR FILLER TIMBER SPH EDGE BEAM SRT2 (NOTCH SIDE DOWN) EDGE BEAM SRT 2 (NOTCH SIDE DOWN) EDGE BEAM SRT -2 (NOTCH SIDE DOWN) PLYWOOD BY CONTRACTOR SKYDECK PAN PANEL MAIN BEAM SLT MAIN BEAM SLT SKYDECK COLUMN DETAIL r— 2'-* [62.501 MIRK 62.5 *2' -5# [75.001 ;U MRK 75 * 2' -11 k [90.001 MIRK 90 +—X-111 . 4 [120.001 I ,-,I1 -- 4'-61-1137.501 T-6z [230.001 - --* T-// MIRK 137.5 MRK 230 *-- 4• -11- [150.00) r -9k 1237.001 —� Vz MIRK 150 MIRK 237 6' -7� [201.501 8'44-" [266.001 A, A MIRK 201.5 MIRK 266 * r-4.5-1225.001 — 9-8? [296.001 n n A MIRK 225 MIRK 2% MULTIPROP MRK FRAME LEGEND LEG SPACING IS CENTERLINE TO CENTERLINE OF MULTIPROP * -- 4'-11-[150-00] - -* *2' -54' [75.001+ + 12'-36 [375.00] 0 0 MAIN BEAM SLT 375 0 E G o F, T-46 [225.001 4-1 u m rn 0 1yOX60 �^> MAIN BEAM SLT 225 - ' N o ,�— 4-11 [150.001 �5x3� 5 n V @W 0 0 3-7727, 777 MAIN BEAM SLT 150 END SUPPORT SSL SKYDECK PANELS SDP' REVIEW OF ST TURAAL S - -- 4'-11-[150.001 - -,� {'�. P DY�CIALTY E q q (-+n �l EEPT7ON TAVdMq EDGE BEAM SRT -2150 EDGE BEAM SRT2 75 PROPHEAD SSK DRO WAR"QRRE E,Df3EPJ,B'j1=_$CK ❑ REJECTED / RESUBMITi1V1J1(:�A..t1 C�$uD a SKYDECK LEGEND DATE. REVt 5�' [15.001 �D MP 50 MP 0 0 Ln L W] EWE" B REVIEW CONSISTS OF. I- THAT THE SPECIFIED STRUCTURAL SUBMITTAL HAVE BEEN.FURNISHED. 2- THAT T>IE SUBMITTAL HAVE BEEN SIGNED AND SEALED BYA FLORIDA REGISTERED PROFESSIONAL. 3- THAT THE SPECIALTY ENGINEER HAS UNDERSTOOD OUR INTENT AND USED THE SPECIFIED CRITERIA PNO DETAILED CHECK OF CALCULATIONS WAS ERFORMED). 4- THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTAL IS CONSISTENT WrrH THAT ON THE STRUCTURAL, CONSTRUCTION DOCUMENTS (NO CHECI* OF DIMENSIONS WAS PERFORMED EXCEPT AT INTERFACr, AREA). Zk49305.Vd 74TH COURT (4iiAML, FL33155 rw(^- 0U•`(6t6'0c711 t� 1-"PV1 \3�} t70� 5G5� 500 SO. FT. -- 1000 SO. FT. SKYDECK PANEL 9 2 � o 0 Y� w 800 SQ. FT. Z gz $N to to9 N PROPHEAD 3SK 3 Q 700 SQ. FT. W� LU O ►- > Orw•1 N � '�•� T � � CV co 7 Co (0 A MP 120 MP 250 MP 8S0 MP 480 MP 625 MULTIPROP LEGEND L W] EWE" B REVIEW CONSISTS OF. I- THAT THE SPECIFIED STRUCTURAL SUBMITTAL HAVE BEEN.FURNISHED. 2- THAT T>IE SUBMITTAL HAVE BEEN SIGNED AND SEALED BYA FLORIDA REGISTERED PROFESSIONAL. 3- THAT THE SPECIALTY ENGINEER HAS UNDERSTOOD OUR INTENT AND USED THE SPECIFIED CRITERIA PNO DETAILED CHECK OF CALCULATIONS WAS ERFORMED). 4- THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTAL IS CONSISTENT WrrH THAT ON THE STRUCTURAL, CONSTRUCTION DOCUMENTS (NO CHECI* OF DIMENSIONS WAS PERFORMED EXCEPT AT INTERFACr, AREA). Zk49305.Vd 74TH COURT (4iiAML, FL33155 rw(^- 0U•`(6t6'0c711 t� 1-"PV1 \3�} t70� 5G5� 500 SO. FT. -- 1000 SO. FT. SKYDECK PANEL 900 SO. FT. Y� w 800 SQ. FT. �w IX N PROPHEAD 3SK 3 Q 700 SQ. FT. W� LU O ►- > 600 SQ. FT. O> W L W] EWE" B REVIEW CONSISTS OF. I- THAT THE SPECIFIED STRUCTURAL SUBMITTAL HAVE BEEN.FURNISHED. 2- THAT T>IE SUBMITTAL HAVE BEEN SIGNED AND SEALED BYA FLORIDA REGISTERED PROFESSIONAL. 3- THAT THE SPECIALTY ENGINEER HAS UNDERSTOOD OUR INTENT AND USED THE SPECIFIED CRITERIA PNO DETAILED CHECK OF CALCULATIONS WAS ERFORMED). 4- THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTAL IS CONSISTENT WrrH THAT ON THE STRUCTURAL, CONSTRUCTION DOCUMENTS (NO CHECI* OF DIMENSIONS WAS PERFORMED EXCEPT AT INTERFACr, AREA). Zk49305.Vd 74TH COURT (4iiAML, FL33155 rw(^- 0U•`(6t6'0c711 t� 1-"PV1 \3�} t70� 5G5� 500 SO. FT. -- 0 6' 8' 10• 12' 14' 16' 18' 20' MULTIPROP HEIGHT SKYDECK STABILITY CHART SOUTH CITY OF BUILDING 1 STRUCTURAL i1 W7jt#_44 DESIGN CONCRETE PRESSURE = N/A PSF It Is the contractors responsibility to place concrete in an appropriate manner such that the actual concrete use of�w rplasddzte regrd design adco pressure signcariUyfla�ffect presure.ba ire, ACI 347 and SP-4 for guidlrhes. PERT IS NOT RESPONSIBLE FOR THE PERFORMANCE OF THE FORMWORK SYSTEM IF THE CONTRACTOR EXCEEDS THE DESIGN CONCRETE PRESSURE. Revision,l Revision 3 Revision 2 Revision 7 PER® PERT Formwork Systems, Inc. I Baltimore Office Phone: (410) 712 -7225 7135 Dorsey Run Rd. Fax: (410) 796 -6363 Elkrldge, MD 21075 entail: Ini'60PER11- USA.Imm Comparq FORMCRETE LLC by Date drawn 29 W1Y2007 SMH - CLINICAL EXPANSION checked SKYDECK SAFETY DETAILS AND NOTES Subject 4 copyright ®, 2000, PERT Formwork Systems, Ina This document may r of be used or utilized in whole or kn pan by rW partite wiCiad express prior written consent 3rwg.No. SKYDEt2(1.1 12 SKYDECK PANEL MAIN BEAM SLT C9 z N PROPHEAD 3SK x w y PROPHEAD SSK DETAIL 0 6' 8' 10• 12' 14' 16' 18' 20' MULTIPROP HEIGHT SKYDECK STABILITY CHART SOUTH CITY OF BUILDING 1 STRUCTURAL i1 W7jt#_44 DESIGN CONCRETE PRESSURE = N/A PSF It Is the contractors responsibility to place concrete in an appropriate manner such that the actual concrete use of�w rplasddzte regrd design adco pressure signcariUyfla�ffect presure.ba ire, ACI 347 and SP-4 for guidlrhes. PERT IS NOT RESPONSIBLE FOR THE PERFORMANCE OF THE FORMWORK SYSTEM IF THE CONTRACTOR EXCEEDS THE DESIGN CONCRETE PRESSURE. Revision,l Revision 3 Revision 2 Revision 7 PER® PERT Formwork Systems, Inc. I Baltimore Office Phone: (410) 712 -7225 7135 Dorsey Run Rd. Fax: (410) 796 -6363 Elkrldge, MD 21075 entail: Ini'60PER11- USA.Imm Comparq FORMCRETE LLC by Date drawn 29 W1Y2007 SMH - CLINICAL EXPANSION checked SKYDECK SAFETY DETAILS AND NOTES Subject 4 copyright ®, 2000, PERT Formwork Systems, Ina This document may r of be used or utilized in whole or kn pan by rW partite wiCiad express prior written consent 3rwg.No. SKYDEt2(1.1 12