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HomeMy WebLinkAbout343 Monroe Rd (rev) (a)13' Pltiinbing I Electrical Mechanical Life Safety ❑ Waste Water Department Utilities /Waste Water an Ing' Cp _gineernig Fire Prevention Bu - mg ROUTING INFORMATION `G -/ Y —/' l Approvals I ItJ. OLO J Lc�—” _ .ham ]`1'�N y � �'l'• .�.n �:, c .; � A S �." '--.+-a Revision City v► Response to Comments L71 in & Fire Prevention Division �- -- Ph407.688.5150 Fax: 407.688.515 -Email: building@sanfordfl.gov Permit # Submittal vats . Project Address:��y�2o6 1%nk,7 Contact: Ph: Fax: Email: -C- C,�,r-, Trades encompassed in revision: Genet -al description of revision: �Lf Butldtng„-� �,/t�to-. AC) rri�y�czS 13' Pltiinbing I Electrical Mechanical Life Safety ❑ Waste Water Department Utilities /Waste Water an Ing' Cp _gineernig Fire Prevention Bu - mg ROUTING INFORMATION `G -/ Y —/' l Approvals I ItJ. 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S �{ � f BAR C I � CTU R L [� M T A RA 1 G'� � 1111( � 3""y" � �>a� I k ? r Y F< (�+� f ISS1/ I Y } � pS A , y�ww• I kY ., 1 1 i yy t 1 -CVR 1 - CVR-2 1 -A0.1 PROJECT TEAM & DRAWINGS INDEX PROJECT TEAM & DRAWINGS INDEX 5 CODE INFORMATION 20 JULY 2016 ----- 20 JULY 2016 10 MAY 2017 10 MAY 2017 10 MAY 2017 1 -A0.2 U.L. ASSEMBLIES 20 JULY 2016 1 1 -A0.3 U.L. ASSEMBLIES 20 JULY 2016 1-A1.1 PARTIAL FIRST FLOOR LIFE SAFETY PLAN 20 JULY 2016 10 MAY 2017 1 - A1.2 PARTIAL FIRST & SECOND FLOOR LIFE SAFETY PLAN 20 JULY 2016 ----- 1 -A1.3 PARTIAL FIRST FLOOR LIFE SAFETY PLAN, & LEGENDS 20 JULY 2016 10 MAY 2017 1 - A1.4 CRA - FIRST FLOOR LIFE SAFETY PLAN ----- 10 MAY 2017 1 -A1.5 CRA- SECOND FLOOR LIFE SAFETY PLAN ----- 10 MAY 2017 1 - A2.0 5 GENERAL CONSTRUCTION AND KEY NOTES 20 JULY 2016 20 JULY 2015 20 JULY 2016 1 -A2.1 OVERALL BUILDING FLOOR PLAN 20 JULY 2016 10 MAY 2017 1 -A2.2 ENLARGED OFFICE FIRST FLOOR PLAN 20 JULY 2016 ----- 1 -A2.3 ENLARGED OFFICE SECOND FLOOR PLAN 20 JULY 2016 ----- 1 - A2.4 ENLARGED LOADING AREA FLOOR PLAN AND PIT PLAN 20 JULY 2016 1 -A2.5 ROOF PLAN 20 JULY 2016 10 MAY 2017 1 - A2.6 CRA - FIRST FLOOR PLAN ----- 10 MAY 2017 1 - A2.7 CRA - SECOND FLOOR PLAN ----- 10 MAY 2017 R<V ICI J £'{<.> F: :. •. CRA - ENLARGED FIRST & SECOND FLOOR PLANS ----- 10 MAY 2017 1 - A3.1 5 OVERALL BUILDING ELEVATIONS 20 JULY 2016 10 MAY 2017 1 -A3.2 ENLARGED EXTERIOR ELEVATIONS 20 JULY 2016 10 MAY 2017 1 - A3.3 ENLARGED EXTERIOR ELEVATIONS 20 JULY 2016 20 JULY 2016 1 - A3.4 ENLARGED EXTERIOR ELEVATIONS 20 JULY 2016 10 MAY 2017 1 -A3.5 ENLARGED EXTERIOR ELEVATIONS 20 JULY 2016 10 MAY 2017 1 - A3.6 ENLARGED EXTERIOR ELEVATIONS 20 JULY 2016 20 JULY 2016 1 -A4.0 WALL AND PARTITION KEY PLAN 20 JULY 2016 10 MAY 2017 1 - A4.1 EXTERIOR WALL SECTIONS 20 JULY 2016 20 JULY 2016 1 - A4.2 EXTERIOR WALL SECTIONS 20 JULY 2016 20 JULY 2016 1 -A4.3 EXTERIOR WALL SECTIONS & DETAILS 20 JULY 2016 ----- 1 -A4.4 INTERIOR WALL PARTITIONS 20 JULY 2016 - - 1 -A4.5 INTERIOR WALL PARTITIONS 20 JULY 2016 20 JULY 2016 1 - A4.6 CRA - WALL AND PARTITION KEY PLAN ----- 10 MAY 2017 1 - A4.7 CRA - EXTERIOR WALL SECTIONS ----- 10 MAY 2017 1 - A5.1 5 ENLARGED STAIR #1 PLANS & DETAILS 20 JULY 2016 20 JULY 2016 1 - A5.2 ENLARGED STAIR #2 PLANS & DETAILS 20 JULY 2016 20 JULY 2016 1 -A5.3 ENLARGED ELEVATOR PLANS & DETAILS 20 JULY 2016 20 JULY 2016 1 - A5.4 1 -A6.1 CRA - ENLARGED STAIR #5 PLANS & DETAILS 5 OVERALL REFLECTED CEILING PLAN -- -- 20 JULY 2016 10 MAY 2017 10 MAY 2017 1 -A6.2 REFLECTED CEILING PLAN - FIRST FLOOR 20 JULY 2016 ----- 1 - A6.3 REFLECTED CEILING PLAN - SECOND FLOOR 20 JULY 2016 ----- TI - A6.4 CRA - REFLECTED CEILING PLAN - FIRST FLOOR ----- 10 MAY 2017 I,- A6.5 CRA - REFLECTED CEILING PLAN - SECOND FLOOR ----- 10 MAY 2017 10 MAY 2017 5 LIFTING AND BRACING - P107 - P109 ----- 5 UILDIN awl F F ROA T RS A; 1ANC MONROE ROAD o SANFORD, FL o 132771 ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET ORLANDO, FL 32803 PH: 407 897 5461 ARCHITECT: BOGDA STARUSZKIEWICZ CONTACT: JOYCE L. PHIPPS EMAIL: ARCHSOLVE@AOL.COM CELL: 321 663 4981 CLEAR ENGINEERING, LLC 13651 CRYSTAL RIVER DRIVE ORLANDO, FL 32828 PH: 407 277 3431 FX: 407 277 8343 CONTACT: MATTHEW D. FENTON EMAIL: MATTHEW@CLEAR-ENGR.COM CELL: 407 414 8367 H! A N UMBER 3 z.R £ t 1 ERCT• ARCH. T UR R ! R k F T Y I [[ t � .,. ,, r. ,::. , ,.a?. ,r„ 1 , .. as ✓,.s<_ ...< ,.;.: ilr V A � r.Y , Ir 1 } V t 1 - A7.1 ENLARGED PLANS 20 JULY 2016 ull\ u1 1 - A7.2 ENLARGED PLANS 20 JULY 2016 1 1 - A7.3 INTERIOR ELEVATIONS 20 JULY 2016 1 -A7.4 INTERIOR ELEVATIONS & MILLWORK DETAILS CRA - ENLARGED PLANS & INTERIOR ELEVATIONS 20 JULY 2016 ----- 10 MAY 2017 1 -A7.5 CRA - MEZZANINE FRAMING DETAILS CRA - INTERIOR ELEVATIONS ----- 10 MAY 2017 1 -A8.1 5 DOOR & WINDOW SCHEDULES - FIRST FLOOR 20 JULY 2016 S5.08 1 - A8.2 DOOR & WINDOW SCHEDULES - SECOND FLOOR 20 JULY 2016 S6.01 1 - A8.3 DOOR AND WINDOW ELEVATIONS 20 JULY 2016 10 MAY 2017 1 -A8.4 1 -A8.5 1 -A9.1 DOOR AND WINDOW DETAILS CRA - DOOR SCHEDULE rj FINISH SCHEDULE - FIRST FLOOR 20 JULY 2015 20 JULY 2016 10 MAY 2017 1 -A9.2 FINISH SCHEDULE - SECOND FLOOR 20 JULY 2016 T1.02 1 - A9.3 CRA - FINISH SCHEDULE - FIRST & SECOND FLOOR ----- 10 MAY 2017 TILT -UP PANEL EDGE AND CORNER DETAILS CRA - EQUIPMENT SCHEDULE - FIRST & SECOND FLOOR ----- 10 MAY 2017 TILT -UP PANEL EDGE AND CORNER DETAILS 5 T1.04 TILT -UP PANEL ASSEMBLY DRAWING 20 JULY 2016 10 MAY 2017 T1.05 TILT -UP PANEL ASSEMBLY DRAWING 20 JULY 2016 10 MAY 2017 T2.01 a'} g{,?Y sHET;:STRl1CTURA,I.''DRA1111I NUMBER W49 GS, aar r�fS€<rx,G}�4TE x.t. 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R<V ICI J £'{<.> F: :. •. 50.01 STRUCTURAL GENERAL NOTES & DRAWING INDEX 20 JULY 2016 10 MAY 2017 S0.02 STRUCTURAL GENERAL NOTES 20 JULY 2016 T2.04 S0.03 WIND PRESSURE DIAGRAM 20 JULY 2016 T2.05 S1.01 PARTIAL FOUNDATION - SLAB ON GRADE PLAN 20 JULY 2016 T2.06 S1.02 PARTIAL FOUNDATION - SLAB ON GRADE PLAN 20 JULY 2016 10 MAY 2017 S1.03 PARTIAL FOUNDATION - SLAB ON GRADE PLAN 20 JULY 2016 10 MAY 2017 S1.04 ENLARGED TRUCK WELL FOUNDATION - SLAB ON GRADE PLAN 20 JULY 2016 T2.09 S1.05 ENLARGED MEZZANINE FOUNDATION -SLAB ON GRADE PLAN 20 JULY 2016 T2.10 S2.01 TRUCK CANOPY FRAMING PLAN 20 JULY 2016 T2.11 S2.02 MEZZANINE AND PARKING CANOPY FRAMING PLAN 20 JULY 2016 T2.12 32.03 CRA - MEZZANINE FRAMING PLAN ----- 10 MAY 2017 S2.04 ENLARGED TRUCK WELL CANOPY FRAMING PLAN - - 10 MAY 2017 S3.01 PARTIAL ROOF FRAMING PLAN 20 JULY 2016 T2.15 S3.02 53.03 PARTIAL ROOF FRAMING PLAN 5 PARTIAL ROOF FRAMING PLAN 20 JULY 201 20 JULY 2016 T2.16 84.01 FOUNDATION - SLAB ON GRADE DETAILS 20 JULY 2016 T2.17 S4.02 FOUNDATION - SLAB ON GRADE DETAILS 20 JULY 2016 T2.18 S4.03 FOUNDATION - SLAB ON GRADE DETAILS 20 JULY 2016 R1.01 S4.04 FOUNDATION - SLAB ON GRADE DETAILS 20 JULY 2016 R1.02 S4.05 FOUNDATION - SLAB ON GRADE DETAILS 20 JULY 2016 R1.03 S4.06 FOUNDATION - SLAB ON GRADE DETAILS ----- 10 MAY 2017 Q!,07FOUNDATION - SLAB ON GRADE DETAILS ----- 10 MAY 2017 TILT -UP PANEL REINFORCING - P24 - P29 20 JULY 2016 10 MAY 2017 R1.06 EIERMANN ENGINEERING, INC 1015 WEBSTER STREET ORLANDO, FL 32804 PHONE: 407 296 6991 CONTACT: TOM JAEGER EMAIL: EEIENG@AOL.COM CELL: 407 463 0112 SCHUCHMANN STRUCTURAL ASSOCIATES, LLC RED BUG LAKE ROAD, SUITE 2020 OVIEDO, FL 32765 PHONE: 407 542 1281 CONTACT: JON SCHUCHMANN EMAIL: DONS@SSA-ENGINEERS.C:OM CELL: 407 497 9347 �1 11 •3 EET b 3": 1{ £ f S-3 -'3 yf 5`UE 3.. 1r� 1 S5.02 r � T T •AU.0 URAC.. [)RA �I , ull\ u1 4*� M £ z ja1 ^,Jq 1 S5.04 i $_" of v1 ----- S5.01 MEZZANINE AND ROOF FRAMING DETAILS 20 JULY 2016 10 MAY 2017 S5.02 ROOF FRAMING DETAILS 20 JULY 2016 10 MAY 2017 S5.03 CRA - MEZZANINE FRAMING DETAILS --- 10 MAY 2017 S5.04 CRA - MEZZANINE FRAMING DETAILS ----- 10 MAY 2017 S5.05 CRA - MEZZANINE FRAMING DETAILS ----- 10 MAY 2017 S5.06 CRA - MEZZANINE FRAMING DETAILS ----- 10 MAY 2017 S5.07 CRA - MEZZANINE FRAMING DETAILS ----- 10 MAY 2017 S5.08 CRA - TRUCK WELL CANOPY FRAMING DETAILS ----- 10 MAY 2017 S6.01 STEEL PIECE DETAILSrj 20 JULY 2016 10 MAY 2017 S6.02 CRA - STEEL PIECE DETAILS 5 -- 10 MAY 2017 T0.01 T1.01 TILT -UP PANEL CASTING LAYOUT PLAN PARTIAL TILT -UP PANEL DIMENSIONAL CONTROL PLAN 5 --- - 20 JULY 2016 10 MAY 2017 T1.02 PARTIAL TILT -UP PANEL DIMENSIONAL CONTROL PLAN 20 JULY 2016 10 MAY 2017 T1.03 TILT -UP PANEL EDGE AND CORNER DETAILS 20 JULY 2016 10 MAY 2017 T1.03 TILT -UP PANEL EDGE AND CORNER DETAILS 20 JULY 2016 T1.04 TILT -UP PANEL ASSEMBLY DRAWING 20 JULY 2016 10 MAY 2017 T1.05 TILT -UP PANEL ASSEMBLY DRAWING 20 JULY 2016 10 MAY 2017 T2.01 TILT -UP PANEL LAYOUT - P01 - P05 20 JULY 2016 10 MAY 2017 T2.02 TILT -UP PANEL LAYOUT - P06 - P11 20 JULY 2016 T2.03 TILT -UP PANEL LAYOUT - P12 - P17 20 JULY 2016 T2.04 TILT -UP PANEL LAYOUT - P1.8 - P23 20 JULY 2016 T2.05 TILT -UP PANEL LAYOUT - P24 - P29 20 JULY 2016 T2.06 TILT -UP PANEL LAYOUT - P30 - P35 20 JULY 2016 10 MAY 2017 T2.07 TILT -UP PANEL LAYOUT - P36 - P41 20 JULY 2016 10 MAY 2017 T2.08 TILT -UP PANEL LAYOUT - P42 - P47 20 JULY 2016 10 MAY 2017 T2.09 TILT -UP PANEL LAYOUT - P48 - P53 20 JULY 2016 10 MAY 2017 T2.10 TILT -UP PANEL LAYOUT - P54 - P59 20 JULY 2016 10 MAY 2017 T2.11 TILT -UP PANEL LAYOUT - P60 - P65 20 JULY 2016 10 MAY 2017 T2.12 TILT -UP PANEL LAYOUT - P66 - P71 20 JULY 2016 10 MAY 2017 T2.13 TILT -UP PANEL LAYOUT - P72 - P77 20 JULY 2016 T2.14 TILT -UP PANEL LAYOUT - P78 - P83 20 JULY 2016 T2.15 TILT -UP PANEL LAYOUT - P84 - P89 20 JULY 2016 T2.16 TILT -UP PANEL LAYOUT- P90 - P95 20 JULY 2016 T2.17 TILT -UP PANEL LAYOUT - P96 - P102 20 JULY 2016 T2.18 TILT -UP PANEL LAYOUT P103 - P109 -- 10 MAY 2017 R1.01 i TILT -UP PANEL REINFORCING - P01 - P05 20 JULY 2016 R1.02 TILT -UP PANEL REINFORCING - P06 - P11 20 JULY 2016 R1.03 TILT -UP PANEL REINFORCING - P12 - P17 20 JULY 2016 R1.04 TILT -UP PANEL REINFORCING - P18 - P23 20 JULY 2016 R1.05 TILT -UP PANEL REINFORCING - P24 - P29 20 JULY 2016 10 MAY 2017 R1.06 TILT -UP PANEL REINFORCING - P30 - P35 20 JULY 2016 10 MAY 2017 10 MAY 2017 LB1.28 LIFTING AND BRACING - P107 - P109 ----- 5 10 MAY 2017 SANFORD B ILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY 'r0 VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TEEN-?ILCAL CODES, NOFi SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE CIVILCORP ENGINEERING, INC. 465 MAITLAND AVE ALTAMONTE SPRINGS, FL 32701 PH: 407 516 0437 EMAIL:SALLEN@CIVILCORPENG.COM CONTACT: STEVE ALLEN Y +N U MBEFt f ' I J Z I'.I�4 1 I P 3 >a fix, ry � 5 �+ d1CTU +� R Y rk V,TRlI, $ R ^I V!S .,ll, f ,rv'2 al Yp rao5l`rNdsi dr, rR ?r, W.aJ`,d,ua kY, n.r .,<!.A,I. pk, R tl 3 LJ rv•^•rur GII},„y I IQ k '3 4#` �Y x �a 1 / .v !r"k`p I, .,tlrll i R1.07 TILT -UP PANEL REINFORCING - P36 - P4120 JULY 2016 10 MAY 2017 81.08 TILT -UP PANEL REINFORCING - P42 - P47 20 JULY 2016 10 MAY 201 R1.09 TILT -UP PANEL REINFORCING - P48 - P53 20 JULY 2016 10 MAY 2017 R1.10 TILT -UP PANEL REINFORCING - P54 - P59 20 JULY 2016 10 MAY 2017 R1.11 TILT -UP PANEL REINFORCING - P60 - P65 20 JULY 2016 10 MAY 2017 R1.12 TILT -UP PANEL REINFORCING - P66 - P71 20 JULY 2016 10 MAY 2017 R1.13 TILT -UP PANEL REINFORCING - P72 - P77 20 JULY 2016 R1.14 TILT -UP PANEL REINFORCING - P78 - P83 20 JULY 20'16 10 MAY 2017 R1.15 TILT -UP PANEL REINFORCING - P84 - P89 20 JULY 2016 10 MAY 2017 81.16 TILT -UP PANEL REINFORCING - P90 - P95 20 JULY 2016 R1.17 TILT -UP PANEL REINFORCING - P96 - P102 20 JULY 2016 R1.18 TILT -UP PANEL REINFORCING - P103 -P109 ----- 10 MAY 2017 5 LB1.01 LIFTING AND BRACING - P01 - P02 20 JULY 2016 10 MAY 2017 LB1.02 LIFTING AND BRACING - P03 - P06 20 JULY 2016 LB1.03 LIFTING AND BRACING - P07 - P10 20 JULY 2016 LB1.04 LIFTING AND BRACING - P11 - P14 20 JULY 2016 L61.05 LIFTING AND BRACING - P15 - P18 20 JULY 2016 LB1.06 LIFTING AND BRACING - P19 - P22 20 JULY 2016 LB1.07 LIFTING AND BRACING - P23 - P26 20 JULY 2016 LB1.08 LIFTING AND BRACING - P27 - P30 20 JULY 2016 LB1.09 LIFTING AND BRACING - P31 - P34 20 JULY 2016 LB1.10 LIFTING AND BRACING - P35 - P38 20 JULY 2016 LB1.11 LIFTING AND BRACING - P39 - P42 20 JULY 2016 10 MAY 2017 LB1.12 LIFTING AND BRACING - P43 - P46 20 JULY 2016 LB1.13 LIFTING AND BRACING - P47 - P50 20 JULY 2016 10 MAY 2017 LB1.14 LIFTING AND BRACING - P51 - P54 20 JULY 2016 10 MAY 2017 LB1.15 LIFTING AND BRACING - P55 -P.58 20 JULY 2016 LB1.16 LIFTING AND BRACING - P59 - P62 20 JULY 2016 LB1.17 LIFTING AND BRACING - P63 - P66 20 JULY 2016 LB1.18 LIFTING AND BRACING - P67 - P70 20 JULY 2016 LB1.19 LIFTING AND BRACING - P71 - P74 20 JULY 2016 LB1.20 LIFTING AND BRACING - P75 - P78 20 JULY 2016 LB1.21 LIFTING AND BRACING - P79 - P82 20 JULY 2016 LB1.22 LIFTING AND BRACING - P83 - P86 20 JULY 2016 LB1.23 LIFTING AND BRACING - P87 - P90 20 JULY 2016 LB1.24 LIFTING AND BRACING - P91 - P94 20 JULY 2016 LB1.25 LIFTING AND BRACING - P95 - P98 20 JULY 2016 LB1.26 LB1.27 LIFTING AND BRACING - P99 - P102 LIFTING AND BRACING - P103 - P109 20 JULY 2016 -- - 10 MAY 2017 LB1.28 LIFTING AND BRACING - P107 - P109 ----- 5 10 MAY 2017 PERMIT ILD�NG SANFORr) O� REVISION 1 K .�- � �r # J Y'kth ,Rz€):,a EEb x'• A i. 4r d AE YSeCT y�}i.F-}�SEx4�� Y f�; °. Ik1 r RR �y_da."���'•`��''^'•�=Ep �. rk ...............t{ q �� x,l 11 jug yy Idlll tlylNl hqo1161plBlkalpIy 1411 �i ��gg �d NI,1111 III � ;� 1Ih 14iY'. glStl� ±111 I 1 t ��Yh�I I{Er41�MJ�lA'n�r� p' ���III�I k•A,�, k jrr A'1 n d I A I I�lwE4 a iIIIw11"kl� �.tA ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH4078975M1 ARCMMVE@AOL.COM lIIYYIrl®111 Ww w. a r c h d y n. c o m ARCHITECTURAL CORPORA RON REGISTRATION NUMBERAA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS PERMIT: 20 JULY 2016 REVISION: ADDITION OF COFFEE AREA /5 05 MAY 2017 REVISION: DATE J K a o 0 N O b, an�v� + C v J C 16 V') � Ly 15) u E L- m Q) 16 E� E-0 E " N • v 0 p V Q) 'E,473 73 0 u E ],U O� -+••' -- U b Q)•O vQ •r.. � on -p Q 4-J ru u vi � 4-J buvvi -- L- �� vJ l 4-)o�� +-j p O . 7. 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Ou ?, V O 0 u U ON C V 0 L)J) Q O Ln V, v �V) Tv� O -0 + � +' � -0 ' L p O L- E OQO`v fC3 U (0 -6j M N u 4-Jp - OV-�_ O • i N�Qov E 0- 4-J -U v' O �Nv� L Q• N�II.Nv j"0 4 -J O-0uOno V) U v (CS •.- 4-1 4- M U000,� u N c v O OD.- v) O+, c- U N N 0 Z3 N _. 0---- • a -J " O 0 n �Z7 i -p.0 �•-E N � �E O Q) in r 0 -r- (- � i -+� L c E o �-p p O OOnu c:w O VI v (Aa"' M V c ovL- E i a O N o.-0 Q) 4-) >✓ � o°E' GANESH INTERNATIONAL ADDRESS CONTACT: KIRAN NATHOO EMAIL: X CELL: X McKEE CONSTRUCTION CO. 790 MONROE RD SANFORD, FL 32771 PH: 407 323 1150 CONTACT: JOE NICHOLAS EMAIL: JOE@McKEEGC.COM CELL: 407 463 5824 1 - MIA HVAC PARTIAL OVERALL BUILDING FLOOR PLAN 20 JULY 2016 1 M1.2 HVAC PARTIAL OVERALL BUILDING FLOOR PLAN 20 JULY 2016 1 - M1.3 HVAC PARTIAL OVERALL BUILDING FLOOR PLAN 20 JULY 2016 & ENLARGED PLANS 1 MIA HVAC SCHEDULES AND DETAILS 20 JULY 2016 f7mi.5 CRA - PARTIAL & ENLARGED HVAC PLANS - - 10 MAY 2017 1 - M1.6 CRA - HVAC SCHEDULES AND DETAILS ----- A 10 MAY 2017 Ul DING 1, COFF ROAST RS A,l IANC 1 - P1.1 PARTIAL BUILDING PLUMBING PLAN 20 JULY 2016 R 1C k R, 1 - P1.2 PARTIAL BUILDING PLUMBING PLAN 20 JULY 2016 10 MAY 2017 1 - E0.2 PARTIAL BUILDING PLUMBING PLAN & ENLARGED 20 JULY 2016 10 MAY 2017 1 - P1.3 SANITARY PLANS 20 JULY 2016 10 MAY 2017 1 - E0.4 �RA - PA TIA B LD1 G U IN • PL N & NL R `D 20 JULY 2016 10 MAY 2017 1 - P1.4 ELECTRICAL PANEL SCHEDULES 3 1 MARCH 20 7 10 MAY 2017 1 - E1.1 SA IT Y PLANS 20 JULY 2016 10 MAY 2017 1 P2.1 PARTIAL BUILDING DOMESTIC WATER PLAN 5 20 JULY 2016 10 MAY 2017 1 - P2.2 PARTIAL BUILDING DOMESTIC WATER PLAN 20 JULY 2016 10 MAY 2017 1 - E2.3 PARTIAL BUILDING DOMESTIC WATER PLAN & ENLARGED 20 JULY 2016 10 MAY 2017 1 - P2.3 DOMESTIC WATER PLANS 20 JULY 2016 1 - E3.2 RA - PA TIA & NL RG D 10 MAY 2017 fl -**E 3. 3 PLUMBING PLANS ----- 10 MAY 2017 1 - _E3 4 GRA - DOMESTIC WATER, GAS & COMP AIR PLAN ----- 10 MAY 2017 1 - P3.1 PLUMBING SCHEDULES & NOTES 5 20 JULY 2016 1 - P3.2 PLUMBING SCHEDULES & NOTES 20 JULY 2016 1 - P3.3 CRA - PLUMBING SCHEDULES & NOTES 31 MARCH 20 7 10 MAY 2017 1 - P4.1 SANITARY ISOMETRICS 5 20 JULY 2016 10 MAY 2017 1 - P4.2 DOMESTIC WATER ISOMETRICS 20 JULY 2016 1 - P4.3 CRA - SANITARY ISOMETRICS 31 MARCH 201 1 - P4.4 CRA - DOMESTIC WATER ISOMETRICS ----- 10 MAY 2017 MONROE ROAD o SANFORD, FL o 32771 ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET ORLANDO, FL 32803 PH: 407 897 5461 ARCHITECT: BOGDA STARUSZKIEWICZ CONTACT: JOYCE L. PHIPPS EMAIL: ARCHSOLVE@AOL.COM CELL: 321 663 4981 CLEAR ENGINEERING, LLC 13651 CRYSTAL RIVER DRIVE ORLANDO, FL 32828 PH: 407 277 3431 FX: 407 277 8343 CONTACT: MATTHEW D. FENTON EMAIL: MATTHEW@CLEAR-ENGR.COM CELL: 407 414 8367 !'SHE�+E I� !,.7 �w.l 6t $ E iiy.;{!s�.�y Ye?. E49���";,s <$ a 1 , h„"1.' X..,tYi"h' �,; � ��w!■/� {/y µ'ry WI # ■/���+f� vd eaFx:F 2 .\,,,1 Rn M YF ©IA �, ■ ■ R Y MSE f 3 5� 2 =,., ISSUE 0 . DATE R 1C k R, 1 - E0.1 ELECTRICAL SYMBOLS, NOTES & LIGHTING FIXTURE SCHEDULE 20 JULY 2016 10 MAY 2017 1 - E0.2 UL DETAILS & FIRE ALARM DIAGRAM 20 JULY 2016 10 MAY 2017 1 - E0.3 ELECTRICAL RISER DIAGRAM, DETAILS & PANEL SCHEDULES 20 JULY 2016 10 MAY 2017 1 - E0.4 ELECTRICAL PANEL SCHEDULES 20 JULY 2016 10 MAY 2017 1 - E0.5 ELECTRICAL PANEL SCHEDULES 20 JULY 2016 10 MAY 2017 1 - E1.1 BUILDING #1 OVERALL ELECTRICAL PLAN 20 JULY 2016 10 MAY 2017 1 - E2.1 ENLARGED WAREHOUSE ELECTRICAL PLAN 20 JULY 2016 10 MAY 2017 1 - E2.2 ENLARGED WAREHOUSE ELECTRICAL PLAN 20 JULY 2016 10 MAY 2017 1 - E2.3 ENLARGED WAREHOUSE ELECTRICAL PLAN 20 JULY 2016 10 MAY 2017 1 - E3.1 ENLARGED OFFICE FIRST FLOOR LIGHTING PLAN 20 JULY 2016 1 - E3.2 ENLARGED OFFICE SECOND FLOOR LIGHTING PLAN 20 JULY 2016 fl -**E 3. 3 CRA - ENLARGED FIRST FLOOR LIGHTING PLAN ----- 10 MAY 2017 1 - _E3 4 CRA - ENLARGED SECOND FLOOR LIGHTING PLAN ----- 10 MAY 2017 1 - E4.1 ENLARGED OFFICE FIRST FLOOR POWER PLAN 20 JULY 2016 1 - E4.2 ENLARGED OFFICE SECOND FLOOR POWER PLAN 20 JULY 2016 1 - E4.3 CRA - ENLARGED FIRST FLOOR POWER PLAN ----- 10 MAY 2017 CRA - ENLARGED SECOND FLOOR POWER PLAN ----- 10 MAY 2017 5 NOTE: CIVIL DRAWINGS SUBMITTED SEPARATELY EIERMANN ENGINEERING, INC 1015 WEBSTER STREET ORLANDO, FL 32804 PHONE: 407 296 6991 CONTACT: TOM JAEGER EMAIL: EEIENG@AOL.COM CELL: 407 463 0112 SCHUCHMANN STRUCTURAL ASSOCIATES, LLC RED BUG LAKE ROAD, SUITE 2020 OVIEDO, FL 32765 PHONE: 407 542 1281 CONTACT: JON SCHUCHMANN EMAIL: JONS@SSA-ENGINEERS.COM CELL: 407 497 9347 CIVILCORP ENGINEERING, INC. 465 MAITLAND AVE ALTAMONTE SPRINGS, FL 32701 PH: 407 516 0437 EMAIL:SALLEN@CIVILCORPENG.COM CONTACT: STEVE ALLEN o O +-+ rC3.� O to O Tjr v c' m Q Ln D 4- �4-d� Lv')' �oQ,E C L v�Es E'v,os= E-0 E -0Eo,� Q O`' E c O O rd C.0 S=0 +-+ Q) 0--1-+ DOu u v E ^� Os u c ^" � 0Q) uv�o Q "'-' s ro U rt3 V) -p � 0 u Q) `n +J 4_1 v U 0 ru vol Q) O QJ ' 4-J a -.r s 4-1 o �m c - t N Q r� 0- -0 v)-Q - ^pv)-a c3:c- - -0 o 4--J vEm V m u T aru �vi s C N QJ 4-+ V) O C) Q) QJ ons E u rd O V1 c-0 cB E o L L N 4-J vi d -J Q o o 0 o n u u 0 Ln Q) L � n u :3 Q) QJ -O 4- w 0 - o0 4-JracNp OOQ0M C L L a -J o •0 L 4y �- cn '-' v-- •O oc'Fo- U,Ou �Qcv O N00 Q) V cuCWV) off, 3s Q)� L 4-3 0c0 4-1 0 LL'vi V) 0u Q) 0 0 u E� `'- 4- Q) W Q)W -00;c N N c o o 0- c., (a a. V) N +-+ (D a)0 uV, v cv 41 N i E � V, r[t O u0 7.u•r-• O -Q -04 c v � O v) =Us c On u o'- -1 UO N V) c Q) L.V) a Q1 s U 0 O O 000 � C- (D L_ 4-1 Q)o.c SUS °n Ln J L E O E 0- D�'srO N vi a0-+ 4-' C u c L Q L n Q) Q) � 0 4.1 O-0 u Ono Q) N c C ry v Q) M.- u 000•r' a) N o �, � i u xx..rc3 'V +� O V1 N V1 s o V) -0 u C V) 0 N O u CL vi -0 'L -0 u � m Z E N M c E VI.- � V)� � cEw-1 � 6ocv an O WO in 4- 0 s a--+ N Q) 0 an) L F_'% n Q E0�- a, o DO�+'ru �O.OQQ) Q) Q) 40 'Z_ 0 L !_ ��mu 2 CODE INFORMATION NEW OFFICE / WAREHOUSE OCCUPANCY CLASSIFICATION OCCUPANCY GROUP: B - BUSINESS FBC NEW BUILDING: 2014 FLORIDA BUILDING CODE : 2 EXITS REQUIRED PER FLOOR PER 1018.1 EGRESS REQUIREMENTS • GROUP S-1 - STORAGE, SECTION 311, MODERATE HAZARD (BASED ON OCCUPANT LOAD FOR 1-500 OCCUPANTS) JURISDICTION. SHOWERS 1 EXIT PERMITTED FOR TENANT WITH MAXIMUM 49 • GROUP B - BUSINESS E TION 30 C SSO Y P E) • GROUP F- INDUSTRIAL, SECTION 311, MEDIUM HA ARD 1 OCCUPANCY GROUP: S-1 -STORAGE FBC NFPA 101 BUILD 5 300' 300' MAXIMUM DEAD END CORRIDOR (SPRINKLERED) 50' 50' MAXIMUM COMMON PATH OF TRAVEL (SPRINKLERED) 100 100' ALLOWED, PER 2014 FLORIDA BUILDING CODE, TABLE 503: 32" 36" 44" 2 EXITS REQUIRED PER FLOOR PER 1018.1 (BASED ON OCCUPANT LOAD FOR 1-500 OCCUPANTS) 2 2 TENANT OCCUPANCY GROUP 5-1, TYPE II -B, SPRINKLERED = 17,500 S.F. PER FLOOR ALLOWED, 44" MINIMUM STAIR WIDTH (N/A) 44" EGRESS WIDTH PER PERSON (HORIZONTAL EGRESS) + 2 STORIES ALLOWED. ALLOWABLE BUILDING AREA INCREASE DUE TO STREET FRONTAGE AND .2" 1 EXIT PERMITTED FOR TENANT WITH MAXIMUM 49 1 1 AUTOMATIC SPRINKLER SYSTEM OF 200% (35,000 SF). SEE LIFE SAFETY PLANS FOR ACTUAL EGRESS PATHS & DISTANCES OCCUPANTS PER FBC AND W OCCUPANTS PER NFPA SPACE THEN AT LEAST TWO ACCESSIBLE MEANS OF EGRESS MUST BE PROVIDED. DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING 50 OR MAX. EXIT ACCESS TRAVEL DISTANCE (SPRINKLERED) 250' 250' ACTUAL NEW BUILDING SQUARE FOOTAGE: 161,128 TOTAL SQUARE FEET, 2 - STORY AT LEAST ONE -FOOT CANDLE & A MINIMUM AT ANY POINT OF .2 FOOT-CANDLE ALONG FIRST FLOOR = 161,128 SF (5,740 SF OFFICE + 155,388 SF WAREHOUSE) SECOND FLOOR = 4,862 SF (OFFICE) MEANS OF EGRESS SHALL BE MARKED BY SIGNS, EXCEPT WHERE A MAIN ENTRANCE - - - MAXIMUM DEAD END CORRIDOR (SPRINKLERED) 50' 50' 100 100' AS THE RESULT OF ADDITIONAL SCOPE IN REVISION N5 AUTHORITY HAVING JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN MAXIMUM COMMON PATH OF TRAVEL (SPRINKLERED) 7,700 SF OF NEW MEZZANINE WAS ADDED TO THE ORIGINAL AREA: 161,128 SF + 7,700 SF = 167,828 SF 20,162 SF OF WAREHOUSE (5-1) DE51GNED FOR 40 OCCUPANTS @ 500 SF/ PERSON WAS RECLASSIFIED MECHANICAL O.C, MINIMUM EGRESS DOOR CLEAR WIDTH 32" 32" APPROVAL OF SAID AUTHORITY, APPLICABLE CODES: MINIMUM AISLE 36" 36" TO OCCUPANCY F-1 (MEDIUM HAZARD INDUSTRIAL) REVISED BUILDING SQUARE FOOTAGE: 167,128 TOTAL SQUARE FEET, 2 - STORY FIRST FLOOR = 161,128 SF (5,740 SF OFFICE + 3,010 SF CRA OFFICE + 4,432 SF PRODUCTION 32" __.._.._-------- MINIMUM CORRIDOR 44" 44" 2014 FLORIDA BUILDING CODE, 5th EDITION FOR THE MINIMUM STAIR WIDTH (N/A) 44" 44" AREA + 147,946 SF WAREHOUSE) SECOND FLOOR = 12,562 SF (4,862 SF - OFFICE + 7,700 SF - CRA AREA MEZZANINE) 2" .2" BUILDING TYPE : 5 MINIMUM CORRIDOR _ ---- ----- EGRESS WIDTH PER PERSON (HORIZONTAL EGRESS) 44" 2014 FLORIDA BUILDING CODE, CHAPTER 6 : EGRESS WIDTH PER PERSON (VERTICAL EGRESS) 3" .3" TOILET PAPER DISPENSER NOTE: SEE LIFE SAFETY PLANS FOR ACTUAL EXIT WIDTHS TYPE TWO -B (11-13), UNPROTECTED, SPRINKLERED FIRE RESISTANCE RATINGS REQUIREMENTS PER FBC TABLE 601: MECHANICAL SEE LIFE SAFETY PLANS FOR ACTUAL EGRESS PATHS & DISTANCES ,2" - EGRESS WIDTH PER PERSON (HORIZONTAL EGRESS) BUILDING ELEMENT TYPE 11-13 STRUCTURAL FRAME WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED FROM ANY ACCESSIBLE INCLUDING COLUMNS, GIRDERS, TRUSSES 0 EGRESS WIDTH PER PERSON (VERTICAL EGRESS) SPACE THEN AT LEAST TWO ACCESSIBLE MEANS OF EGRESS MUST BE PROVIDED. .3" ® ENERGY CONSERVATION FLORIDA FIRE PREVENTION CODE 5th EDITION DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING 50 OR BEARING WALLS QUARRY TILE MORE OCCUPANTS, MEANS OF EGRESS SHALL BE ILLUMINATED TO AT LEAST ONE EXTERIOR 0 T. RG. FOOT-CANDLE, MEASURED AT THE FLOOR. INTERIOR 0 SPACE THEN AT LEAST TWO ACCESSIBLE MEANS OF EGRESS MUST BE PROVIDED. AMENDMENTS DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING 50 OR ENGINEERING STANDARDS MANUAL EMERGENCY LIGHTING SHALL BE PROVIDED FOR A PERIOD OF 1 1/2 HOURS IN THE NONBEARING WALLS AND PARTITIONS SEE TABLE 602 FOOT-CANDLE, MEASURED AT THE FLOOR. EVENT OF NORMAL LIGHT FAILURE, INITIAL ILLUMINATION MUST BE AN AVERAGE OF EXTERIOR UNIFORM TRAFFIC CONTROL DEVICE STANDARDS AT LEAST ONE -FOOT CANDLE & A MINIMUM AT ANY POINT OF .2 FOOT-CANDLE ALONG EVENT OF NORMAL LIGHT FAILURE. INITIAL ILLUMINATION MUST BE AN AVERAGE OF THE PATH OF EGRESS AT FLOOR LEVEL. NONBEARING WALLS AND PARTITIONS TRAFFIC DESIGN STANDARDS THE PATH OF EGRESS AT FLOOR LEVEL, INTERIOR 0 SL. MEANS OF EGRESS SHALL BE MARKED BY SIGNS, EXCEPT WHERE A MAIN ENTRANCE MEANS OF EGRESS SHALL BE MARKED BY SIGNS, EXCEPT WHERE A MAIN ENTRANCE TOP AND BOTTOM SERVES AS AN EXIT & IS VISIBLE TO THE OCCUPANTS. FLOOR CONSTRUCTION ANCH. FLORIDA ADMINISTRATIVE CODE NATIONAL ELECTRIC CODE NFPA-70 2011 INCLUDING SUPPORTING BEAMS AND JOISTS 0 TABLE 803.5 - INTERIOR WALL & CEILING FINISH REQUREMENTS BY OCCUPANCY: D,W. GROUP B, SPRINKLERED FIN, ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 0 CORRIDORS = C TABLE 803.9 - INTERIOR WALL & CEILING FINISH REQUREMENTS BY OCCUPANCY: ROOMS & ENCLOSED SPACES = C GROUPS -1, SPRINKLERED FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE - FBC TABLE 602 GROUP S-1 0 FIRE SEPARATION DISTANCE (FEET) TYPE OF CONSTRUCTION RADIUS EXIT ENCLOSURES AND EXIT PASSAGEWAYS = C > 30 II -B T,O,F, CORRIDORS = C W. P, WORK POINT ROOMS & ENCLOSED SPACES = C MAXIMUM AREA OF EXTERIOR WALL OPENINGS - FBC TABLE 704.8 C.O. CLEANOUT D.F. DRINKING FOUNTAIN CLASSIFICATION OF OPENING FIRE SEPARATION DISTANCE GREATER THAN 30 FEET FIRE EXTINGUISHER ADA STATEMENT HEIGHT I HEREBY CERTIFY TO THE BEST OF MY UNDERSTANDING THAT THE PLANS AND DRAWINGS FOR THIS PROJECT WERE DRAWN IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS, PROTECTED NO LIMIT UNPROTECTED NO LIMIT BUILDING HEIGHT: MOULDING INCLUDING, BUT NOT LIMITED TO, THE AMERICANS WITH DISABILITIES ACT (THE "ADA"), THE REF. REFERENCE ADA ACCESSIBILITY GUIDELINES AND ANY STATE OR LOCAL ACCESSIBILITY CODES, 2 -STORY, 55' MAXIMUM ALLOWABLE HEIGHT PER FBC: TABLE 503 T.O. MAS. REGULATIONS, OR STANDARDS ACTUAL HEIGHT: WATERPROOF ARCH. • 2 - STORY, 38'-0" +/-, UNLIMITED HEIGHT FOR ROOF STRUCTURES OF COL. 0_9d_ 16L"'k" NON-COMBUSTIBLE MATERIAL ARCHITECT'S SIGNATURE HERE FIRE SEPARATIONS H,M. HOLLOW METAL LB. POUND Date: 20 JULY 2016 1 HOUR AT VERTICAL SHAFTS (STAIRS, ELEVATOR) - UL 419 PRESSURE TREATED REINF. OCCUPANT LOAD : S.S. STD. STANDARD T.O,S. TOP OF STEEL OCCUPANCY PER 2014 FLORIDA BUILDING CODE, TABLE 1004.1.1 Fx NFPA 101 TABLE 7.3.1.2 OCCUPANT LOAD (CONT): FIRST FLOOR @ WAREHOUSE = 155,388 SF / 500 GROSS= 311 OCCUPANTS CONC, CONCRETE FIRST FLOOR @ OFFICE = 4,995 SF / 100 GROSS= 50 OCCUPANTS OFFICE (B) = 3,010 SF / 100 SF = 30 OCCUPANTS F. D. SECOND FLOOR OFFICE = 3,990 SF / 100 GROSS= 40 OCCUPANTS PRODUCTION AREA = 4,432 SF / 100 SF = 44 OCCUPANTS HIGH POINT L.IT, OBSERVATION ROOM = 750 SF (COMMERCIAL KITCHEN) / 200 5F = 3 OCCUPANTS MTG, TOTAL BUILDING OCCUPANT LOAD = 401 FIRST FLOOR WAREHOUSE = 12,720 SF / 500 SF = 25 OCCUPANTS 5 READ. AS THE RESULT OF ADDITIONAL SCOPE IN REVISION #5 MEZZANINE WAREHOUSE = 6900 SF / 500 SF = 13 OCCUPANTS STEEL 10,16"2 SF OF WAREHOUSE (S '1) DESIGNED FOR 40 OCCUPANTS C� 500 SF/ PERSON WAS R RECLASSIFIED AS F-1 (MEDIUM HAZARD INDUSTRIAL) AND OCCUPANCY FOR THAT AREA CHANGED TOTAL OCCUPANT LOAD FOR CRA AREA = 115 OCCUPANTS (ADDED 75 OCCUPANTS TO ORIGINAL OCCUPANCY COUNT) W.W,M, FROM (40) PERSONS TO (115) PERSONS WITH DETAILED COUNT AS FOLLOWS: TOTAL REVISED BUILDING OCCUPANT LOAD = 476 (401 - 40 + 115) BEARING PLUMBING FIXTURE REQUIREMENTS EGRESS REQUIREMENTS OCCUPANCY GROUP: B - BUSINESS FBC NFPA 101 2 EXITS REQUIRED PER FLOOR PER 1018.1 2 2 (BASED ON OCCUPANT LOAD FOR 1-500 OCCUPANTS) JURISDICTION. SHOWERS 1 EXIT PERMITTED FOR TENANT WITH MAXIMUM 49 1 1 OCCUPANTS PER FBC AND W OCCUPANTS PER NFPA ..............A 6/A3.1 ALL WORK SHALL CONFORM WITH DRAWINGS AND MAX. EXIT ACCESS TRAVEL DISTANCE (SPRINKLERED) 300' 300' MAXIMUM DEAD END CORRIDOR (SPRINKLERED) 50' 50' MAXIMUM COMMON PATH OF TRAVEL (SPRINKLERED) 100 100' MINIMUM EGRESS DOOR CLEAR WIDTH 32" 36" 44" 32" 36" MINIMUM AISLE MINIMUM CORRIDOR 44" 44" MINIMUM STAIR WIDTH (N/A) 44" EGRESS WIDTH PER PERSON (HORIZONTAL EGRESS) .2" .2" EGRESS WIDTH PER PERSON (VERTICAL EGRESS) .3" .3" NOTE: SEE LIFE SAFETY PLANS FOR ACTUAL EXIT WIDTHS SEE LIFE SAFETY PLANS FOR ACTUAL EGRESS PATHS & DISTANCES WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED FROM ANY ACCESSIBLE SPACE THEN AT LEAST TWO ACCESSIBLE MEANS OF EGRESS MUST BE PROVIDED. DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING 50 OR MORE OCCUPANTS. MEANS OF EGRESS SHALL BE ILLUMINATED TO AT LEAST ONE FOOT-CANDLE, MEASURED AT THE FLOOR. EMERGENCY LIGHTING SHALL BE PROVIDED FOR A PERIOD OF 1 1/2 HOURS IN THE EVENT OF NORMAL LIGHT FAILURE. INITIAL ILLUMINATION MUST BE AN AVERAGE OF AT LEAST ONE -FOOT CANDLE & A MINIMUM AT ANY POINT OF .2 FOOT-CANDLE ALONG THE PATH OF EGRESS AT FLOOR LEVEL. MEANS OF EGRESS SHALL BE MARKED BY SIGNS, EXCEPT WHERE A MAIN ENTRANCE SERVES AS AN EXIT & IS VISIBLE TO THE OCCUPANTS. TABLE 803.5 - INTERIOR WALL & CEILING FINISH REQUREMENTS BY OCCUPANCY: GROUP B, SPRINKLERED EXIT ENCLOSURES AND EXIT PASSAGEWAYS = B CORRIDORS = C ROOMS & ENCLOSED SPACES = C PLUMBING FIXTURE REQUIREMENTS CODE INFORMATION, GENERA. THRU-BUILDING SECTION CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK EGRESS REQUIREMENTS SHALL CONFORM TO THE ADOPTED CODES, STANDARDS LINES OF CEILING CHANGES at SOFFITS, BULKHEADS, OVERHANGS, ETC, AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING WATER CLOSETS JURISDICTION. SHOWERS DRINKING OTHER INT. INTERIOR ..............A 6/A3.1 ALL WORK SHALL CONFORM WITH DRAWINGS AND OCCUPANCY GROUP: F - FACTORY FBC NFPA 101 SPECIFICATIONS IN ACCORDANCE WITH THE SQUARE FEET, FOOTAGE TEL. CEILING HEIGHT X 9 0 CEILING MATERIAL or TYPE REQUIREMENTS OF ALL THE FOLLOWING WHERE REVISION 3 NUMBER REVISION CLOUD INDICATING REVISED ITEM OR AREA MEN WOMEN APPLICABLE: WOMEN MEN WOMEN 2 EXITS REQUIRED PER FLOOR PER 1018.1 2 2 (1) PER 100 = 3 (BASED ON OCCUPANT LOAD FOR 1-500 OCCUPANTS) ( 1) PER 100 = 3 ( 1 ) PER 100 = 3 - GOVERNING MUNICIPAL AND REGULATORY AGENCIES - NONE REQUIRED - ( 1 ) PER 1,000 = 1 (1) SERVICE SINK 5 - LOCAL, STATE AND FEDERAL BODIES 1 EXIT PERMITTED FOR TENANT WITH MAXIMUM 49 1 1 - 2014 FLORIDA BUILDING CODE, 5th EDITION OCCUPANTS PER FBC AND 'X' OCCUPANTS PER NFPA_ 1 (ADA) (3) HI -LO IT IS UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT (PUBLIC) (+2 UNISEX) TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE (+'1 UNISEX) MAX. EXIT ACCESS TRAVEL DISTANCE (SPRINKLERED) 250' 250' AUTHORITY HAVING JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN JOINT ADDITIONAL NOTES & CLARIFICATIONS MECHANICAL O.C, MAXIMUM DEAD END CORRIDOR (SPRINKLERED) 50' 50' APPROVAL OF SAID AUTHORITY, APPLICABLE CODES: MAXIMUM COMMON PATH OF TRAVEL (SPRINKLERED) 100 100' MINIMUM EGRESS DOOR CLEAR WIDTH 3211 32" CITY OF SANFORD, FLORIDA MINIMUM AISLE 36" 2014 FLORIDA BUILDING CODE, 5th EDITION FOR THE 36" EXT. --- -- GR. FOLLOWING DISCIPLINES: ---------- --- _. - - - - _--- -- MINIMUM CORRIDOR _ ---- ----- 44" 44" • BUILDING PLUMBING MINIMUM STAIR WIDTH (N/A) 44" 44" TOILET PAPER DISPENSER ------- -------------- -------- ALT. MECHANICAL ,2" ,2" - EGRESS WIDTH PER PERSON (HORIZONTAL EGRESS) • FLORIDA ACCESSIBILITY FOR BUILDING CONSTRUCTION _�_ ____... _ _ _-_ _ - - __ • STATE OF FLORIDA MODEL ENERGY EFFICIENCY EGRESS WIDTH PER PERSON (VERTICAL EGRESS) .3" .3" ® ENERGY CONSERVATION FLORIDA FIRE PREVENTION CODE 5th EDITION NOTE: SEE LIFE SAFETY PLANS FOR ACTUAL EXIT WIDTHS SEE LIFE SAFETY PLANS FOR ACTUAL EGRESS PATHS & DISTANCES QUARRY TILE SIM. NFPA 101 2012 EDITION LIFE SAFETY CODE with FLORIDA AMENDMENTS T. RG. WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED FROM ANY ACCESSIBLE NFPA 1 UNIFORM FIRE CODE 2012 EDITION with FLORIDA SPACE THEN AT LEAST TWO ACCESSIBLE MEANS OF EGRESS MUST BE PROVIDED. AMENDMENTS DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING 50 OR ENGINEERING STANDARDS MANUAL MORE OCCUPANTS. MEANS OF EGRESS SHALL BE ILLUMINATED TO AT LEAST ONE DWG. FOOT-CANDLE, MEASURED AT THE FLOOR. FLORIDA DEPARTMENT of TRANSPORTATION MANUAL on FIBERGLASS REINFORCED PANEL UNIFORM TRAFFIC CONTROL DEVICE STANDARDS EMERGENCY LIGHTING SHALL BE PROVIDED FOR A PERIOD OF 1 1/2 HOURS IN THE EVENT OF NORMAL LIGHT FAILURE. INITIAL ILLUMINATION MUST BE AN AVERAGE OF FLORIDA DEPARTMENT of TRANSPORTATION ROADWAY and AT LEAST ONE -FOOT CANDLE & A MINIMUM AT ANY POINT OF .2 FOOT-CANDLE ALONG TRAFFIC DESIGN STANDARDS THE PATH OF EGRESS AT FLOOR LEVEL, SL. NATIONAL ELECTRIC CODE 2011 EDITION MEANS OF EGRESS SHALL BE MARKED BY SIGNS, EXCEPT WHERE A MAIN ENTRANCE TOP AND BOTTOM SERVES AS AN EXIT & IS VISIBLE TO THE OCCUPANTS. FLORIDA STATUTES ANCH. FLORIDA ADMINISTRATIVE CODE NATIONAL ELECTRIC CODE NFPA-70 2011 C.T. TABLE 803.5 - INTERIOR WALL & CEILING FINISH REQUREMENTS BY OCCUPANCY: D,W. GROUP B, SPRINKLERED FIN, EXIT ENCLOSURES AND EXIT PASSAGEWAYS = C HDW. CORRIDORS = C LAM. ROOMS & ENCLOSED SPACES = C MISC. MISCELLANEOUS 0. D. 5 PLUMBING FIXTURE REQUIREMENTS OCCUPANTS DESIGN BASIS THRU-BUILDING SECTION �._• � 4 L • J DETAIL or ENLARGED PLAN REFERENCE -------------- LINES OF CEILING CHANGES at SOFFITS, BULKHEADS, OVERHANGS, ETC, STORAGE 401 OCCUPANTS WATER CLOSETS LAVATORIES SHOWERS DRINKING OTHER INT. INTERIOR ..............A 6/A3.1 U SECTION FULL WALL FOUNTAINS PLBG. (201 MEN, 201 WOMEN ASSUMED) DOOR NUMBER SQUARE FEET, FOOTAGE TEL. CEILING HEIGHT X 9 0 CEILING MATERIAL or TYPE CEILING NOTE ( TYPE, REFERENCE, HEIGHT) REVISION 3 NUMBER REVISION CLOUD INDICATING REVISED ITEM OR AREA MEN WOMEN MEN WOMEN MEN WOMEN EXIST, - REQUIRED FIXTURES (1) PER 100 = 3 ( 1 ) PER 100 = 3 ( 1) PER 100 = 3 ( 1 ) PER 100 = 3 - NONE REQUIRED - - NONE REQUIRED - ( 1 ) PER 1,000 = 1 (1) SERVICE SINK 5 FIXTURES PROVIDED 4 WCs & 4 URINALS 8 8 8 1 UNISEX (ADA) 1 (ADA) (3) HI -LO 1 (PUBLIC) (+2 UNISEX) DOOR (+'1 UNISEX) EXPANSION JOINT 1 (ADA) GENERAL CONTRACTOR JT. JOINT ADDITIONAL NOTES & CLARIFICATIONS MECHANICAL O.C, DRAWING SYMBOL LEGEND DETAIL NUMBER ........... 6/A3.1 6/A3.1 DETAIL WILL APPEAR ON THIS PAGE- THRU-BUILDING SECTION �._• � 4 L • J DETAIL or ENLARGED PLAN REFERENCE -------------- LINES OF CEILING CHANGES at SOFFITS, BULKHEADS, OVERHANGS, ETC, � j j A�-•-i-•-•-•-i- - Og-I-•_._,_j_._ I I COLUMN GRID REFERENCE VERTICAL by NUMBER H RIZONTAL by LETTER EXH. PARTITION TYPE DOOR NUMBER GALVANIZED INT. INTERIOR ..............A 6/A3.1 U SECTION FULL WALL NUMBER PLBG. D100-1 D130-� ROOM NUMBER DOOR NUMBER SQUARE FEET, FOOTAGE TEL. 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PAINTED READ. REQUIRED STL. STEEL T. TREAD W.W,M, WELDED WIRE MESH BRG. BEARING CONST. CONSTRUCTION E.W.C. ELECTRIC WATER COOLER FLR. FLOOR HORIZ. HORIZONTAL L. P. LOW POINT MULL. MULLION PNL. PANEL OR PANELING REV. REVERSE STRUCT. STRUCTURAL TYP, TYPICAL W/ WITH BM. BEAM C.J. CONTROL JOINT ELEV, ELEVATION FT. FOOT, FEET PART, PARTITION R. H. RIGHT HAND SUSP. SUSPENDED W/0 WITHOUT BTWN, BETWEEN CONT, CONTINUOUS EQ. EQUAL FTG. FOOTING INCAN. INCANDESCENT MFR. MANUFACTURER NOM. NOMINAL P. H. PHYSICALLY RM, ROOM SW. SWITCH UNFIN. UNFINISHED WD. WOOD BLK. BLOCK EQUIP. EQUIPMENT F.V, FIELD VERIFY 1. D. INSIDE DIAMETER MAS. MASONRY N. NORTH PLAS. HANDICAPPED PLASTER R.O. ROUGH OPENING SYS. SYSTEM U.0.N. UNLESS OTHERWISE NOTED BD. BOARD DET. DETAIL ETC. ET CETERA INSUL. INSULATION M.O. MASONRY OPENING N.I.C. NOT IN CONTRACT P. LAM. PLASTIC LAMINATE R.T.U. ROOFTOP UNIT N.T.S. NOT TO SCALE Cs, i. I� l N,,,:............ 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No. RA93459 t1to. (Dov? drawn: JLP BJ$ e reviewed: BJS project code: 2016 _ 25 Iman: 'Q I .4 SHEET INFORMATION BUILDING #1 CRA -FIRST FLOOR LIFE SAFETY PLAN SHEET NUMBER j N s � � AN m 44Z aM VO/ LL J z ■ - ■ u- 0 0 ML — Z 0 0 - u z a ARCHITECT SEAL / SIGNATURE ■ BOGDA STARUSZKIEWICZ, R.A. No. RA93459 t1to. (Dov? drawn: JLP BJ$ e reviewed: BJS project code: 2016 _ 25 Iman: 'Q I .4 SHEET INFORMATION BUILDING #1 CRA -FIRST FLOOR LIFE SAFETY PLAN SHEET NUMBER CL - 0 4-j ru .0) C rn L- 4- a O -6(1)C C � on c- Ln •LO��- 6u E L 'D 10 cE.� aOnLU E'0a a E-0 CC L V1 a04'V +=vL- �`(a C 00m>. cocm > N a'CL O�OU E>,ua C L ti - 0 . D 0on-0 lu O Q 4-j ro u LA Ln OVaV1 4.+ u >� a-COro i�0_ a L L aJ L 4-j Q 4--i a)00� 4� C C 0 IZm c a .r_ rC 10. c3�L -0 E Na;Oro U V >% E U fu 0a C Ln V1 a4� p � N N E L_ 4..j E- u =Sm A0 U'C 4.j � -- LL... 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TOP OF EXTINGUISHER SHALL NOT BE MORE THAN 5' AFF AND THE BOTTOM SHALL NOT BE LESS THAN 4" AFF FIRE EXTINGUISHER CABINET, WALL -MOUNTED FEC 5 LB, 2A-10B:C, MULTI-PURPOSE EXTINGUISHER. TOP OF EXTINGUISHER SHALL NOT BE MORE THAN 5' AFF AND THE BOTTOM SHALL NOT BE LESS THAN 4" AFF SD SMOKE DETECTOR, CEILING -MOUNTED INTRUSION / BURGLAR ALARM PANEL BA FIRE EXTINGUISHER CABINET, WALL -MOUNTED FEC K 5 LB, TYPE W EXTINGUISHER. TOP OF EXTINGUISHER SHALL NOT BE MORE THAN 5' AFF AND THE BOTTOM SHALL NOT BE LESS THAN 4" AFF COMBINATION EXIT LIGHT AND EMERGENCY LIGHT - SHADED AREA ® DENOTES DIRECTION OF SIGN FACE EXIT LIGHT -SHADED AREA DENOTES DIRECTION OF SIGN FACE ADDITIONAL 'E' DESIGNATES EXISTING EXIT LIGHT E [=],I SECURITY CAMERA -ff] MANUAL PULL STATION �l< COMBINATION AUDIBLE/VISUAL SIGNALLING LLJJ�� UNIT- CHIME/FLASHING "FIRE" LIGHT VISUAL SIGNALING UNIT - WALL MOUNTED FLASHING "FIRE" LIGHT ONLY (NO AUDIO DEVICE) FACP FIRE ALARM CONTROL PANEL FIRE ALARM ANNUNCIATOR PANEL, FLUSH MOUNTED FAAP 71 CEILING OUTLET BOX AND SMOKE DETECTOR 2 X 4 FLUORESCENT WITH BATTERY INVERTER BACK-UP SA SMOKE ALARM & ANNUNCIATOR FOR DUCT -MOUNTED SMOKE DETECTORS NOTES 1. FIRE EXTINGUISHERS TO BE LOCATED A MAXIMUM OF 75 FEET FROM ANY LOCATION. 2. REFER TO FIRE ALARM DRAWINGS BY OTHERS 3. REFER TO ELECTRICAL DRAWINGS FOR BALANCE OF LIFE SAFETY ITEMS. SHEETS 1-E2.1, 1-E2.2, 1-E2.2, 1-E3.1, 1-E3.2, 1-E4.1 & 1-E4.2. ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVE@AOLCOM I "sell w w w. a r c h d y n. c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS PERMIT: 20 JULY 2016 REVISION: ADDITION OF COFFEE AREA Q5 05 MAY 2017 REVISION: DATE ARCHITECT SEAL / SIGNATURE Is BOGDA STARUSZKIEWICZ, R.A. No.RA93459 lo. drawn: i JLP / BJS reviewed: I BJS project code: 2016- 25 lman: 1 -A1 , � SHEET INFORMATION BUILDING #1 CRA -SECOND FLOOR LIFE SAFETY PLAN SHEET NUMBER Y 'F9 � aM o � Z W D Z 0 O W z a U0 ARCHITECT SEAL / SIGNATURE Is BOGDA STARUSZKIEWICZ, R.A. No.RA93459 lo. drawn: i JLP / BJS reviewed: I BJS project code: 2016- 25 lman: 1 -A1 , � SHEET INFORMATION BUILDING #1 CRA -SECOND FLOOR LIFE SAFETY PLAN SHEET NUMBER A-0 L- O C ---O +� ru.13)CN - 04-o�v L- on >cOna crIn o ra .E-o3N N C L_O . voucE L ami cEL E•Noc E -va) E L N o��>. 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'OO Y U000,C W 4 -J C L N Ln 0 �-. N �-J > N z u .0 y N_C y l0 ^ 0 _ 40 -� y'0C>`U Ono ru CUcaaN � -0 —0 V Rs ,J• E -0 (A4 -J C cE 170 V, 0 N pn�o y C O CE'nQ)0 0:6o 8 u On C Q) O'in4) o .0 ,W 'n.— .M .— •M ,.J " ra V ar- E0'C .on <t E 0 CL0 aU :v w•. y oL- CO.oQ)Q) C C fu > U fO L L BUILDING #1 COFFEE AREA SEC ND FL 13 ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVE@AOLCOM IIIc■I Neill w w w. a r c h d y n. c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26007364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Ft REVISIONS PERMIT: 20 JULY 2016 REVISION: ADDITION OF COFFEE AREA A5 lllsm� 05 MAY2017 REVISION: DATE ............ CONSTRUCTION CO. - OEME IAL CONTFIACTOFFIS x r h L g 441- Q cN 0 Z W ILL. 0 00 .—I OC Z p 0 LLLLJ za ARCHITECT SEAL / SIGNATURE BOGDA STARUSZKIEWICZ, R.A. No. RA93459 n to. n,017 drawn: JLP BJS reviewed: B J S project code: 2016-25 [man: 1 -A2.7 SHEET INFORMATION BUILDING #1 CRA SECOND FL00 PLAN SHEET NUMBER mA2*7 a� 5 >."0 L O C O a..+ 4UP V) 4- 4- 0-0 --0-0 ca)(a C Q O E=o3N � L � NocE 4 C vCE� O�LU E'Lnoc E '00 E • L V) aa)) o — �� �ra c 0cM>, Coco a) .- '> tz � o'a4-i 0u E>,ua) � L rts 0= „u U 'o L (JJ 0o -q u -J 0 Q a..� m U— LA 'A (Q p U a) N ++ m�, 0 U 0 M L CCL � O �� to on 4-J c C p �.�C�± L Co L c t� 0- O F "0 a)E� Uu=3 Ln cNa)4.j ova an=E L-��- u O (a Vj O -0 -Q rt1 N o L L VI a.J N Qoc4-Vn � o p O Op LM 0) L a)ca-oma 0 4' M ..0 N -p Q L .L c OoQora L cL L 41 0,0O0a) C 4- Q- c '� Ln �U c 4-- .0 O c .0 O +' oU u u o +.+ Q C fuLA Oa)NO CUC()V) 0 = �: L V, Nrtpa-,o a'C�c 1-1 E'>,+, u c "oCOc0 a) fi3 > N V) V1 000.�(u E 4- u a)�cRs Q0D N 'A i> c:- V1 00-0L0 c-Q-roma O O O u L L Q a) Vil a) a) + Q .0 fC3 i N -v NSE C i cQ Q X02O 4--U -M J >ouOLLn.E c an �V u c -QD u o V) 0 N C p LN >+o.c p"aw ++ um0L'O LL E oO0'� U " u c Via) O ,c 01 teU; 0u=-LQn 'N�E'Eo � ra E� 4-J 'oa,'�c0 cu VI on ML L O- N d�a1 4-1 r- >0 4-jO"ouono a) o-O•c E N C C .0 m C .o 4-J J (� u o 0 p C a) Ln c Ln 0-3o"^ a� 0=,= N N = Vf �oc^o � :! V)-0 C (a 4.j CA bn 0 CA C C U to 0- y () L 'o H ��� l0 c N o m >. s o cE-6a):3 o'oocu .0 4-1V)*F L U ac) F'1:_0< o a- 0 a) cw c0.0a,o Q) i:, c ,,.it -0 4-+ c cc >uocm NORTH 2 BUILDING #1_ ENLARGED COFFEE AREA SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" NORTH BUILDING #1_ ENLARGED OFFICE AREA FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" li J D 42A / M 6-4" 3'-4' i A 4 I L Ks D142B I - II C) - En STAIR #2 "' 00 T-11" 143 9'-4" 7'-112" 3'-0" 4-0" OFFICE 146 D146 D147 OFFICE M 147 O �- LOBBY - 148 OFFICE IiQ: in OFFICE r - W( OFFICE 151 10'-7" one CORRI[ 145 D14 LOCKER ROOM 144 1 --46!-9" 5'-0" 1 00, CLOSET � � D163 165 1❑ :IV16 ORRIDOR - D164 162 0 b� MENS F SHOWER 163 164 , - II I I I I I I II i I I 4-0" I F -- r I D161 -- I JANITOR \ 161 I 159 WOMENS ----- I , 158 D159 I I ---- �D16 CLOSET I� r-- 160 D158 I I L - —0 Elo I I _ N o U I� QEF 25 24 i o iN --------------- - STAIR #3 1 228 A7.5 I i I I I , C) � I 21'-4" I I , BREAKROOM 157 I I � I Im ti Lo I Q , I , 60 7-7-7— I, � - - — - -—1,C,QR_ RI OR o in I�- I I D156 A5.3 I I I I D149 I I Lo � I I" I� v Ln D150 , - ��===ter 0' 01 I\ ' 7 I I OF ICE M ' -------- I 154 T - I N \BTI, ROOM// fi55 0 I I I M I Irr I 00 00 D153 Ln D151 A7.5 21'4" CONFERENCE ROOM 153 � C) N � � L %0 O � )M CLOSE 152 in �i- 10'-10" 6'-0" -11 „ 37'-4" >._oL_O C 0 a -d M .- C in y..• 4- (1) 0-0 L_ C rz Q) (Z L O O � 3 id L C L_ Q) O r E eo =v E� O On L_u E'in0C QJ E-0EU W O - ^ C 0Cru C .0 C D ".- -0 vni 0 C01- 4u- =3 =3 ETumL •- ^ 0= uC.o� .0 C C-0 VQJ�6 Q 4.0 -C ca u- 0 u Q) v1 'W L'C3 i O u 0 iLO.Q- N L.L- .a;°0ra on4-1� N ^o�-v E_ �ru U c u >. .E,o0-0 C N Q� 4 p � N C: on~jE E z; u 0 l0 O to V'C C� �� L4- OL LL Ln 4-d i -J Q �O O 'O O Q 0 0 —onu C� a --J '^ Q) o r0T N .0 � C— V'L. r- 0 OOQO1 Cis.a� 0004 Qu)or- oOo}' u.o u,-, u ,D^aC�' N O O CuCQ, •R�o o 0C L E-45Lj0 :p�000 a) rOL� N oin •u OOuEQJ0 � Lu -Q .2 .O 8 N y Ln 4-J C C 00 L o Q- Q_ C fl. L 2 C u H Q) O +-J E C N ru E E ��CQ� .0 -Z >+ V 0 -0 ��E� >0�c.� � L fCi ' V (�o O v10NC0 iN9+1 .ra 4 �E�� 000 Q) urLauC� HOC Ou=.N bJ1 to CLQ - au EuQ_ 0 C L 'Cu to •� .o L `4d Q) [2 0'~J O oano LOj �^ 'O •Q 113 Q) «s •� W 41 (u or- oo,c LJC�NQ) V3 CU O •: yd o L ,C to N L Ln 4-J L- 0 V) 0 LA C: U ro i 3 'o 'r -p u cc a) -y Q N (Q E t'•o W V, 4--J a) L0 CE_-o0C Oi50Con N C a) o '!n 4) oL— N a.d L r0 u E'�.QQ Ef CLO LA C: 0.0 Q)J ^d -r- -0 C ate.+ -0 ''-J C >uns� ¢� X DESCRIPTION COLOR m RUSKIN INTAKE LOUVER # - SIZE (SEE ELEVATION) — 2 b f'E �..,, . J "-0" '_�' " 0- " x• 1�4 3 2 25'.0" 25'-0" 25'-0" 25'-0" 7 25'-0" 7 25'-0" 25'-0" 7 25'-0" 7 25'-0" 7 25'-0" 25'-0" 25'-0" 25'-0" 7 25'-0" T 25'-0" IIS I�IIWI @�Illi�ll�nl lAII�II®IGi■I�II�III�IIW�I@iI�IIImIlE11116111A11�lil�ll�lll I i18111��911Allillll�llll I� ■ ��■ ISI ■��I■ I■■■II�I��I■I■�� �II� I �iIIIIIGIi�l�l�lt�l�llq.11 � I I I � I �I■�I■I■�II�I�I��II�■I■■II■� I■II�I� � ,�I�I�I��■■I��i� I � I I I I I I I I I I I I I I I Eli II I I 0 i I i i I II INA MINI I I I I I f I I I I I I I I I I I An n n n n n n NORTH 3 D SCAL3/64" = 1'-0" . n n n n n n SOUTH SCALE: 2 • 3/64" = 1'-0" BUILDING #1 - OVERALL EXTERIOR ELEVATIONS SCALE: 3/64" = V-0" VEST 5 SCALE: 3/64"='11-011 . 25'-0" 04 EAST SCALE: 3/64'= 1'-0" ELEVATION KEYNOTES ❑ X DESCRIPTION COLOR 1 RUSKIN INTAKE LOUVER # - SIZE (SEE ELEVATION) J 2 RUSKIN EXHAUST LOUVER # - SIZE (SEE ELEVATION) f'E �..,, . 3 CONCRETE TILT WALL WITH TEXTURED PAINT FINISH Emilio I ■ � �Iiii 4 KNOCK -OUT PANEL �III�IIIIII■III�II'I�I�II■III�II■Ill�lll�l�llllll�lllllll�llllll�ll�ll�ll�llllgq�llllllll�llll■Il�l�lll�llll��lllllllgll�ll�ll�lllll�llll■I■III�II�IIII � 5 STOREFRONT WINDOW, SINGLE PANE, TINTED, LOW -E 6 HOLLOW METAL DOOR - PAINTED 7 STOREFRONT DOOR 8 GALVANIZED STANDING SEAM METAL ROOF, 24 GAUGE 9 MECHANICAL PLATFORM, SCREENED WEST SIDE, RAILINGS NORTH AND SOUTH AND EAST SIDES W 10 PARKING STRUCTURE - SEE SHEET 1-A3.5 11 BLADE CANOPY - SEE DETAIL 3/A4.3 12 FLAT HUNG CANOPY - SEE DETAIL 7/A4.3 a 13 PANEL JOINT O 14 PANEL REVEAL (%4' X Y4", TYPICAL) M� W 15 TRUCK WELL 16 METAL RAILING a 17 EDGE OF DOCK LEVELER � I ►_III��I��II rs RUBBER DOCK BUMPER 19 Man 0 20 STUCCO FINISH ■■ R ■■■ 22 CONCRETE BOLLARD � C23 OVERHEAD VERTICAL PANEL DOOR 5 Nil l �■�■ ■ ■■■ ■ ■ _ ' ' ■ ■ � �ti7i9ii_ 'PAM � _ �.��.�. -_- �■�■ �■�■ _ _i_::i11 ■ . .�. . I � �II ���t�7i� � � i ..� . . ..... i� 1�4 3 2 25'.0" 25'-0" 25'-0" 25'-0" 7 25'-0" 7 25'-0" 25'-0" 7 25'-0" 7 25'-0" 7 25'-0" 25'-0" 25'-0" 25'-0" 7 25'-0" T 25'-0" IIS I�IIWI @�Illi�ll�nl lAII�II®IGi■I�II�III�IIW�I@iI�IIImIlE11116111A11�lil�ll�lll I i18111��911Allillll�llll I� ■ ��■ ISI ■��I■ I■■■II�I��I■I■�� �II� I �iIIIIIGIi�l�l�lt�l�llq.11 � I I I � I �I■�I■I■�II�I�I��II�■I■■II■� I■II�I� � ,�I�I�I��■■I��i� I � I I I I I I I I I I I I I I I Eli II I I 0 i I i i I II INA MINI I I I I I f I I I I I I I I I I I An n n n n n n NORTH 3 D SCAL3/64" = 1'-0" . n n n n n n SOUTH SCALE: 2 • 3/64" = 1'-0" BUILDING #1 - OVERALL EXTERIOR ELEVATIONS SCALE: 3/64" = V-0" VEST 5 SCALE: 3/64"='11-011 . 25'-0" 04 EAST SCALE: 3/64'= 1'-0" ELEVATION KEYNOTES ❑ X DESCRIPTION COLOR 1 RUSKIN INTAKE LOUVER # - SIZE (SEE ELEVATION) J 2 RUSKIN EXHAUST LOUVER # - SIZE (SEE ELEVATION) f'E �..,, . 3 CONCRETE TILT WALL WITH TEXTURED PAINT FINISH 4 KNOCK -OUT PANEL 5 STOREFRONT WINDOW, SINGLE PANE, TINTED, LOW -E 6 HOLLOW METAL DOOR - PAINTED 7 STOREFRONT DOOR 8 GALVANIZED STANDING SEAM METAL ROOF, 24 GAUGE 9 MECHANICAL PLATFORM, SCREENED WEST SIDE, RAILINGS NORTH AND SOUTH AND EAST SIDES W 10 PARKING STRUCTURE - SEE SHEET 1-A3.5 11 BLADE CANOPY - SEE DETAIL 3/A4.3 12 FLAT HUNG CANOPY - SEE DETAIL 7/A4.3 a 13 PANEL JOINT O 14 PANEL REVEAL (%4' X Y4", TYPICAL) M� W 15 TRUCK WELL 16 METAL RAILING a 17 EDGE OF DOCK LEVELER 18 RUBBER DOCK BUMPER 19 24"0 CONCRETE SONOTUBE COLUMN RUBBED OUT WITH TEXTURED PAINT FINISH u ram 20 STUCCO FINISH 21 ALUMINUM GUTTER AND DOWNSOUT 22 CONCRETE BOLLARD C23 OVERHEAD VERTICAL PANEL DOOR 5 ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVE@AOLCCM un■ MW3111 w w w. a r c h d y n. c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS PERMIT: 20 JULY 2016 REVISION: ADDITION OF COFFEE AREA Q5 05 MAY 2017 REVISION: DATE ARCHITECT SEAL / SIGNATURE ■ BOGDA STARUSZKIEWICZ, R.A. No. RA93459 drawn: JLP / BJS s reviewed: BJ S project code: 2016-25 ^' [man: 1 -A3.1 SHEET INFORMATION BUILDING #1 OVERALL ELEVATIONS SHEET NUMBER 1-A3.1 R J w f'E �..,, . J a r_ r z W �- a O ;a M� W LL - 7F a u ram ARCHITECT SEAL / SIGNATURE ■ BOGDA STARUSZKIEWICZ, R.A. No. RA93459 drawn: JLP / BJS s reviewed: BJ S project code: 2016-25 ^' [man: 1 -A3.1 SHEET INFORMATION BUILDING #1 OVERALL ELEVATIONS SHEET NUMBER 1-A3.1 R ��oo Mc (A 4- zr_ a) 0.0 w a) cM0>)On (0 co -0 L o M c=v3LM O L -ovE� N -L U EtA0c E-0 E L- E . N voo•U c oc�>. c.0 co -a '> 4-j 'E_.12 0-00u E>,ua) � L O u C L a)0OQ C - Q -ac nY U N N ra O v N H �) u Q) � 0 (aa CL N O O y. a --ion C C Ca..i�+ .v .0 c L m L -0 (A c�v� u};=� u m mu >, � ,o-0 cNN*' p�QJN E �~ u c raN o U,u Za-0 L C !N ra — Q) L L N +r tA 4-j Q�000 = U U -0 O N N L .Ln � mn :3 a) c a) -0 L'>,^00 c u •C c Ooaora O•Do2N L U r4- R C N .2, oc::E ' U L y, u HOC LW- N O coca) cN N�oa,0 E'>uc `'-Oc0 ra > N N N O.0 N E 4 �Nccra N N 00-OL� - . ra n Oca N 0 OO�+� c NSE c ra o .� ,� u >,U:p o-00 > C O N •� o c- an �VUrL O O L N >+ a) O -pL t!' U M O O E3 a) o�ra�� Lucra (Ara)0C c o_UcN�n N� i.E O 12 Q E(.4c,n �va)'3co N N L L C >o4-J� O,0uono a) C -E c..c`a•iac -0 4-1 VOoo,C Ha) O o 'C -r::3 ..0 N N� N is 0 . 0 �-0 C�yU WO _N., U�avi v 4-J cEa c N p ra >+ a)1,c0� L cE-0 ice 0:3ocu an c N O ac) E '0n Q Oa L a) .a0 co.0n a)�:!ptc .� —0 L 'S>ou s" 0 13 ----------- 9 ) (10 IF2-1] 13 13 13 1❑ 1❑ I I I T— 3❑ SEE SHEET 1—A3.1 FOR ELEVATION KEY NOTES N 11 M I I13 0 I I 11 I 12 17 15 18 0 I r-------� r---------IL� I I I 11 14 57 nBUILDING #1 - ENLARGED ELEVATION - WEST i SCALE: „a _, a L C -6 0 +-+ M .- C N 4- L OTi0� c 03 a) ra LLn 4-1 O 341rd C -63H �o=E -6CEL Q).onL U E�0s E-0 vi Q) O'- " 'u `�- 4- C cl .0 a: o .Q '> N N °' 'n o =you E�,ua� ^ ca o .E 41 U .D L C �� ra O -C.c m U Ln toj 0Ua)N 4-1 U 4 0 •0�0L a) u O ra i L o 0 Li O„C 4-J 0 0 4-J t (a onj C C .� L m L- a). a,la -c L ra 0- �o c��:E -0 4.j N4 ucau� r o'er CNQ)4-+ p � N N E L- 4-J~u :3(a o +' U -a u 'C c � � N .0 4- =3Ln .� 1u- L N4 -j41 Q41000 :3 uU ONa)L r- 41 ra .0 N -p C—'u'[:c ooQom o,-�C d U m !E O u .o u, u Q) .o Q ,� = (aCO ` > o CUCN o�3.CN Nca04"'0 ca) C U E'>.�'Uo p OO ` CU > n vi 'A �LO.V! ) 4OoUE faM— ONCCra -0- 4- -0 0 4-0 raN 0 0-0 L :3 L0 n• m 0- a) Q) 0 N � a� iJ .fir• � •n � fa i � N L E L Q rCf02,.0 >+u 0-p L - c: C ra O O =o0 0 N O N C L to >% cu o -a -- It u fa o c:0 0 ro L L E 0 0�40 0 - ra - u C v, � a) O C �_ C 0 in bf1 i^—LEO Q) Q) Ewa =v c:5co �Na;�� (aan�C: Ln Q) ani o >�o�� o -a u wo O N '� fa -p NC00,C u 3 N a) CL 3 W a) 0.-= N N = N 0. � 0 ra = .4- N -v 0 �+ u ns on 0 (A� � CU�Q•vi .� ,i .0 L � N L E -pNm ra E— r- a)- V1,- on�pT a)Nc0 4J (a cE-0a�i0 O�0oaui an C O o•U;40 O J-+-' N N yJ L fa u 'r -.o< E"00-0 a) 4- N.,j � C CTL CO. - Oaf Q),- ^ .0 C ra -o aj O L C >u a2' Al N BUILDING #1 - ENLARGED ELEVATION - NORTH a SCALE : 1/8" = 1'-0" SEE SHEET 1-A3.1 FOR ELEVATION KEY NOTES k / ) SCALE: 1/8" = 1'-0" BUILDING #1 — ENLARGED ELEVATION — SOUTH SCALE: 1/8" = 1'-0" n • 0 o +1 C N 4-- U L. p-pU� C�U(0 0 O� C=v�v A0�� �uoE L Ao =vcEL UMLU E'opc a, .E-0 y -vEo.� U O `' E +=4L- c`m C OCmj, -O '> N Na) Ln :3 0 U E>,ua, c L "ra OL Liao Q 4-J M U� m 41 C) u N N =u) YF� Q L uL- LLa �a)L-.�L- L L U a,o -.3pa � ' � 4-J 0 L m L a, V �u�, u 0-0 c Ln ��V,� o�E L 4-J ~ u o 4 v Lu p L L N .}J -,-J Qpp00 U u .0 N L p bpn L) :3 a, C v -0 +-+ o 4-0 fC .0 N 'p C U 's C O O Q O rC c O p 0 7 U CN.�4O O C O u.� U , U '0 "p c p C: L U C U C N o� 3s N .N o O C onUC U UCL i E— 75 Li O =p?oCO U �iODU oo�E°4 Q)� C fC 00- L QCLm fl. � � C Q, N m U Q, -pNNL.E �L=au � o o >.U•R p -op ��o�� >=uN.c: AUL p.on �-Q�uo V,:1 �N i Q, tJ'1U O -a m���o o�2�2 rg U C !� C0U NUlI L N'L N—iE0 �i2<a, E� a.L =va,'3c0 Q) � L � u Lin L Q N > 0 o > L O = o� u ana U � c rt U U fCf O p p C +� N N 0+�+-� N =01 N 0----z w +•� " c:mt u onO C .c: u cmL i 3-C -v.� Q, i [2 m }, E 'ov'EfC -- c 0 N, an � 4, N o ... C E -tea, 0-- 0 u cao'�}J L ate, E 'C a) a Ela -pa, -vac+' co.o�a, a, 41 + c ,f0� a-' =3 C c cu E >um, 26'-0" BUILDING #1 — PARKING ELEVATION — SOUTH SCALE: 1/8" = 1'-0" 26'-0" ;%'%\ BUILDING #1 — PARKING ELEVATION — NORTH 0 1 SCALE: 1/8" = 1'-0" BUILDING #1 — PARKING STRUCTURE REFLECTED. CEILING PLAN SCALE: 1/8" = 1'-0" N I I 13 , I .I J ti h � Q Q Lo I I 13 1 BUILDING #1 —PARKING ELEVATION — WEST 0 ) SCALE: 1/8" = 1'-0" BUILDING #1 — PARKING ELEVATION — EAST J 24'-6" 7 24'-6" (E.3 BUILDING #1 — PARKING STRUCTURE PLAN L SCALE: 1/8" = 1'-0" 13 �® 13 13 of o ElFig] D 10 Q I 12 � - ----ao - �o U) � oro I 16 11F]. SEE SHEET 1-A3.1 FOR ELEVATION KEY NOTES j: 12 SLOPE (2) TRUCK LOADING DOCK I �u�i�iO�i�i�i�i�� iii � • ��i'iOM ili!i!i!i!i! vmm BUILDING #1 — ENLARGED ELEVATION — NORTH SCALE: 1/8" = 1'-0" SHEET INFORMATION BUILDING #1 ENLARGED ELEVATIONS SHEET NUMBER 1 mA3,9 5 w w O O O BUILDING #1 — PARKING STRUCTURE REFLECTED. CEILING PLAN SCALE: 1/8" = 1'-0" N I I 13 , I .I J ti h � Q Q Lo I I 13 1 BUILDING #1 —PARKING ELEVATION — WEST 0 ) SCALE: 1/8" = 1'-0" BUILDING #1 — PARKING ELEVATION — EAST J 24'-6" 7 24'-6" (E.3 BUILDING #1 — PARKING STRUCTURE PLAN L SCALE: 1/8" = 1'-0" 13 �® 13 13 of o ElFig] D 10 Q I 12 � - ----ao - �o U) � oro I 16 11F]. SEE SHEET 1-A3.1 FOR ELEVATION KEY NOTES j: 12 SLOPE (2) TRUCK LOADING DOCK I �u�i�iO�i�i�i�i�� iii � • ��i'iOM ili!i!i!i!i! vmm BUILDING #1 — ENLARGED ELEVATION — NORTH SCALE: 1/8" = 1'-0" SHEET INFORMATION BUILDING #1 ENLARGED ELEVATIONS SHEET NUMBER 1 mA3,9 5 CL _ 04-1 (0-21 C N 4- L Q) Q) C (Z W rC tA L C Ln O c=v3� C L Q) NO Q) E C 0 E L N LU E'irloc E-0 E Ln -vE2u aT"0>E A� OC�>+ COCD > Q) NO 'Cl 4-+ V)-0 4-1 Ec�fo >Lu (u. Q) 4-1 u L) C -� L �OOQ O Q est (o u � OvUv1 +J�O,:3 4-1a i 0 (a d CL � a) La-' }' Q) O O Q) fa On 4-, cc0 m c t Q) 16- CL ^p�� cavi V) 4 UrCSUy. 0O-0 .O C IIA Cn Q) +' ?'�a)CU �On-cE � Z; u 0 1t A O u'C c-0 .-.n H �v- cZ L Ln 4-J .N Q o 0 0 0 =u u � on U N 4) c CU C Q) -0 4- 0) 0 --+NO (U N -0 c-'u'Cc 00<0ra NL L 4 -JN c 0.00 =3 4.J � -0 (1) c C CL,4-J�o O 04-' U.0 ua 4-, a) c -' N O N 0 N a) u C u c a) 0=3=H E'>.+'uc ��oC:o N Ln " L NN L. Q) 4- — v a) ��-0 HN� 0 0 -° 0Ln L 0- 0- �. C (Du N Q) Q) 4-J tj c ,n fa -r— Q) N LU, E _0 1- m00�u uo� > C O (1) .r– �Uq0.- r ---CS , U L = =3 u O to O C QJ LN >+OL O -p �_+' A -Ju 0 L 0 LLE3 C: 4-J 0 . U 170 LUC(a yCa) O,C OO - iron U ' N 'L NJLE0 a) E c -J aQ)'3C0 m Io1 Cr L •3 C- 0) J > � 0- = O t) ono UN�C(a N IV Y . c a 00,� 3N� on L N N 0' > a, -C Niau O LLA N Ln C: Ca+ 1` L^�3o v1 -p C A Cro4.+U b13 0 (A C U � n V �-0r u ),L L � E NE — c N•0�0 Q) cn C O rC •� a.., -- C: IE v � 0-0 0 8h u on C Q) O 'in 4-J 0.r_ 4-' Ln .m .1micu .0 E0fl-oar CO,0�Q) 4-J L C >u cam' R-19 INSULATION OVER OFFICE ACOUSTICAL CEILING TILE - R-19 INSULATION AREA OVER OFFICE 12 I %2 �— ROOF HEIGHT VARIES 12 R-19 INSULATION AREA OVER OFFICE 2 ROOF HEIGHT VARIES PROVIDE FIRESTOPPING WHERE RATED WALLS MEETS UNDERSIDE OF ROOFz" 6" TOP CHANNEL; SCREW BOTH SIDES OF TRACK TO EACH VERTICAL STUD WITH MIN (1) #8 SHEET METAL SCREWS 12 AREA ROOF HEIGHT VARIES PROVIDE FIRESTOPPING WHERE RATED WALLS MEETS UNDERSIDE OF ROOF 6" TOP CHANNEL; SCREW BOTH SIDES OF TRACK TO EACH VERTICAL STUD WITH MIN (1) #8 SHEET METAL SCREWS PLYWOOD R-9 INSULATION 3-5/8", 20 GA METAL STUD FRAMING @ 24" OC MAX 0 SEE FINISH SCHEDULE & 0 0 @ LANDING WHERE OCCURS LOBBY 102 RCP OFFICE WAREHOUSE 100 14'-0" ANGLE AT PERIMETER 14'-0" PRODUCTION 168 C:) i LOCKER ROOM PROVIDE VAPOR T 6" BOTTOM CHANNEL; 31-011 0 ACOUSTICAL CEILING TILE - O SEE PEMB DRAWINGS 0 ACOUSTICAL CEILING GYP BOARD SEE FINISH SCHEDULE & TRACKFAST PIN @ 24" TILE - SEE FINISH SOFFIT RCP 0 WALLS TRACKFAST PIN @ 24" SCHEDULE & RCP 0[CONCRETE O.C., TRACK TO SLAB. 0 BATT SOUND BATT SOUND INSULATION INSULATION 0 O 0 6", 20 GAUGE METAL 6", 20 GAUGE METAL p TRACK TO EACH VERTICAL STUDS @ 16" OC STUDS @ 16" OC iv BATT SOUND INSULATION TO BOTTOM OF ROOF TO BOTTOM OF ROOF STUD WITH MIN (1) #8 DECK TRACK TO EACH VERTICAL DECK 6", 20 GAUGE METAL STUD WITH MIN (1) #8 SEE FINISH SCHEDULESHEET METAL SCREW STUDS @ 16" OC STUD WITH MIN (1) #8 SHEET 1-A8.1 FOR WALL, TO BOTTOM OF ROOF 1-A8.1 FOR WALL, 1-A8.1 FOR WALL, 0 DECK 0 FLOOR & BASE FINISHES 0 FLOOR & BASE FINISHES MEZZANINE SLAB -SEEFLOOR OBSERVATION ROOM OFFICE I 0 CONCRETE SLAB - SEE BOTH SIDES 3Y2" CONCRETE OVER 1.00 �, 3%" CONCRETE OVER 1.00 BOTH SIDES 32" CONCRETE OVER 1.00 CONCRETE SLAB -SEE GALVANIZED DECKING GALVANIZED DECKING GALVANIZED DECKING 0 0 @ LANDING WHERE OCCURS 0 @LANDING WHERE STRUCTURAL FOR THICKNESS OCCURS 32" x 32" x X" EDGE THICKNESS ANGLE AT PERIMETER 14"-0", 14'-0" 14'-0" OF MEZZANINE Ilk � . •�__ ° ° " 2nd FINISH FLOOR - -.-.- - - ° ° - 2nd FINISH FLOOR kl- - _ "'- - - -"J'- - 2nd FINISH FL OR 01-01, ACOUSTICAL CEILING TILE - 01-01, UL ASSEMBLY U419 OILI {• i FLOOR SEE FINISH SCHEDULE & UL ASSEMBLY U419 OIL i H FLFINISH •• v r H FLOOR00RFINI FINIS FLOOR JOISTS BY SEE DETAILS ON RCP SEE DETAILS ON PEMB MFR. SHEETS 1-A0.2 & 1-A0.3 � SHEETS 1-A0.2 & 1- A0.3 NOTE: PARTITION "P26 SIM" HAS NO SEE PEMB DRAWINGS 2 HOUR RATED 2 HOUR RATED AREA 167. THERE IS NO CEILING FOR COLUMNS AND BEAM 0 0 C) 0 SUPPORTS HIDDEN IN - PERIMETER MEZZANINE 101-0.1 --- B.O. SOFFIT WALLS 31-611 GYP BOARD ACOUSTICAL CEILING SOFFIT ACOUSTICAL CEILING TILE - SEE FINISH TILE - SEE FINISH 0 SCHEDULE & RCP 0 0 SCHEDULE & RCP T 5/" PAINTED GYP.BRD. (2) LAYERS 5/" TYPE'X' (2) LAYERS 5/" TYPE 'X' BOTH SIDES PAINTED GYP. BOARD, BOTH PAINTED GYP. BOARD, BOTH SIDES SIDES PARTITION. P 3 SCALE: 1/2" - V ' PARTITION. P2 B ALE: 1/2" = 1'-0" SC . P2Ak)s PARTITION 2 3%2'x32"x%4'EDGE ANGLE AT PERIMETER OF LANDING UL ASSEMBLY U419 SEE DETAILS ON SHEETS 1-AO.2 & 1- AO.3 1 HOUR RATED WAREHOUSE 100 R-19 INSULATION OVER OFFICE AREA 12 %2 F— n 0 ROOF HEIGHT VARIES PROVIDE FIRESTOPPING WHERE RATED WALLS MEETS UNDERSIDE OF ROOF 6" TOP CHANNEL; SCREW BOTH SIDES OF TRACK TO EACH VERTICAL STUD WITH MIN (1) #8 SHEET METAL SCREWS BATT SOUND INSULATION 6", 20 GAUGE METAL STUDS @ 16" OC TO BOTTOM OF ROOF DECK R-19 INSULATION OVER OFFICE AREA 12 0 0 ROOF HEIGHT VARIES ACOUSTICAL CEILING TILE - SEE FINISH SCHEDULE & RCP BATT SOUND INSULATION 6", 20 GAUGE METAL STUDS @ 16" OC TO BOTTOM OF ROOF DECK 0 3Y2" CONCRETE OVER 1.00 GALVANIZED DECKING 0 0 0 0 @ LANDING WHERE OCCURS LOBBY 102 32"x32"x%4'EDGE OFFICE WAREHOUSE 100 14'-0" ANGLE AT PERIMETER 14'-0" PRODUCTION 168 WAREHOUSE 100 2nd FINISH FLOOR LOCKER ROOM PROVIDE VAPOR BARRIER 6" BOTTOM CHANNEL; MFR. SEE PEMB DRAWINGS 6" BOTTOM CHANNEL; FOR COLUMNS AND BEAM 0 TRACKFAST PIN @ 24" 6" BOTTOM CHANNEL; 0 WALLS TRACKFAST PIN @ 24" 0[CONCRETE O.C., TRACK TO SLAB. 0 TRACKFAST PIN @ 24" O.C., O.C., TRACK TO SLAB. SCREW BOTH SIDES OF TRACK TO SLAB. SCREW BOTH SIDES OF TRACK TO EACH VERTICAL SCREW BOTH SIDES OF TRACK TO EACH VERTICAL STUD WITH MIN (1) #8 TRACK TO EACH VERTICAL SEE FINISH SCHEDULE STUD WITH MIN (1) #8 SEE FINISH SCHEDULESHEET METAL SCREW SEE FINISH SCHEDULE STUD WITH MIN (1) #8 SHEET 1-A8.1 FOR WALL, SHEET METAL SCREW 1-A8.1 FOR WALL, 1-A8.1 FOR WALL, METAL SCREW FLOOR & BASE FINISHES FLOOR & BASE FINISHES SLAB -SEEFLOOR &BASE FINISHES BOTH SIDES 0 CONCRETE SLAB - SEE BOTH SIDES 0STRUCTURAL FOR BOTH SIDES 0 CONCRETE SLAB -SEE STRUCTURAL FOR THICKNESS STRUCTURAL FOR THICKNESS THICKNESS 01-0.1 01-01, 01-01, •r 4 OILI {• i FLOOR ., .._ ;. r y OIL i H FLFINISH •• v r H FLOOR00RFINI FINIS NOTE: PARTITION "P26 SIM" HAS NO SOFFIT IN PRODUCTION AREA 167. THERE IS NO CEILING IN THE PASSAGE 166. PARTITION. P 3 SCALE: 1/2" - V ' PARTITION. P2 B ALE: 1/2" = 1'-0" SC . P2Ak)s PARTITION 2 3%2'x32"x%4'EDGE ANGLE AT PERIMETER OF LANDING UL ASSEMBLY U419 SEE DETAILS ON SHEETS 1-AO.2 & 1- AO.3 1 HOUR RATED WAREHOUSE 100 R-19 INSULATION OVER OFFICE AREA 12 %2 F— n 0 ROOF HEIGHT VARIES PROVIDE FIRESTOPPING WHERE RATED WALLS MEETS UNDERSIDE OF ROOF 6" TOP CHANNEL; SCREW BOTH SIDES OF TRACK TO EACH VERTICAL STUD WITH MIN (1) #8 SHEET METAL SCREWS BATT SOUND INSULATION 6", 20 GAUGE METAL STUDS @ 16" OC TO BOTTOM OF ROOF DECK R-19 INSULATION OVER OFFICE AREA 12 0 0 ROOF HEIGHT VARIES ACOUSTICAL CEILING TILE - SEE FINISH SCHEDULE & RCP BATT SOUND INSULATION 6", 20 GAUGE METAL STUDS @ 16" OC TO BOTTOM OF ROOF DECK I ACOUSTICAL CEILING TILE - SEE FINISH SCHEDULE & 0 0 RCP TYPE'X' PAINTED GYP. %" PAINTED GYP.BRD. BOARD, BOTH SIDES BOTH SIDES 0 0 STAIRWAY #2 WAREHOUSE 100 OFFICE 6" BOTTOM CHANNEL; 6" BOTTOM CHANNEL; 0 TRACKFAST PIN @ 24" O.C., 0 TRACKFAST PIN @ 24" O.C., TRACK TO SLAB. TRACK TO SLAB. SCREW BOTH SIDES OF SCREW BOTH SIDES OF TRACK TO EACH VERTICAL TRACK TO EACH VERTICAL SEE FINISH SCHEDULE STUD WITH MIN (1) #8 SHEET SEE FINISH SCHEDULE STUD WITH MIN (1) #8 SHEET 1-A8.1 FOR WALL, METAL SCREW 1-A8.1 FOR WALL, METAL SCREW FLOOR & BASE FINISHES FLOOR & BASE FINISHES 0 CONCRETE SLAB -SEE 0 CONCRETE SLAB -SEE BOTH SIDES STRUCTURAL FOR THICKNESS BOTH SIDES STRUCTURAL FOR THICKNESS 0'-0. 0'-0" �. { y FINISH FLOOR •, IN F ISH FLOOR .71 4 C IminE SIM" WILL NOT HAVE SECOND FLOOR CRA AREA INSTALL METAL RAILING 5 THE TOP OF CONIC SLAB AT THE PERIMETE ANINE - SEE STRUCTURAL DRAWINGS FOR HMENT DETAILS. PARTITION. PARTITION. P2 pi SCALE: 8�SCALE: 1/211 - 11-011 ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVEVOLCOM 111■ ■�I11 w w w. a r c h d y n. c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS PERMIT: 20 JULY 2016 REVISION: ADDITION OF COFFEE AREA Q5 05 MAY 2017 REVISION: DATE Cq . # ' "' [==EMS fy e :{ r cV 44z a O z ILL. LLJ � J 0 0 aefZ 0 10 W Z a V) s� y ARCHITECT SEAL/ SIGNATURE -.y BOGDA STARUSZKIEWICZ, R.A. No. RA93459� y ar V �Vt(l / G drawn: JLP / BJS reviewed: B J S 7 project code: 2016 - 25 lman; A2.1 SHEET INFORMATION BUILDING #1 o WALLETI S C ONS Et DETAILS A w SHEET NUMBER "� 312" CONCRETE OVER 1.00 3Y2" CONCRETE OVER 1.00 GALVANIZED DECKING GALVANIZED DECKING 0 0 @ LANDING WHERE OCCURS 32"x32"x%4'EDGE 14'-0" ANGLE AT PERIMETER 14'-0" -"-"-"------- OF MEZZANINE 2nd FINISH FLOOR 2nd FINISH FLOOR PROVIDE VAPOR BARRIER FLOOR JOISTS BY PEMB MFR. SEE PEMB DRAWINGS 0 FOR COLUMNS AND BEAM 0 SUPPORTS HIDDEN IN PERIMETER MEZZANINE WALLS I ACOUSTICAL CEILING TILE - SEE FINISH SCHEDULE & 0 0 RCP TYPE'X' PAINTED GYP. %" PAINTED GYP.BRD. BOARD, BOTH SIDES BOTH SIDES 0 0 STAIRWAY #2 WAREHOUSE 100 OFFICE 6" BOTTOM CHANNEL; 6" BOTTOM CHANNEL; 0 TRACKFAST PIN @ 24" O.C., 0 TRACKFAST PIN @ 24" O.C., TRACK TO SLAB. TRACK TO SLAB. SCREW BOTH SIDES OF SCREW BOTH SIDES OF TRACK TO EACH VERTICAL TRACK TO EACH VERTICAL SEE FINISH SCHEDULE STUD WITH MIN (1) #8 SHEET SEE FINISH SCHEDULE STUD WITH MIN (1) #8 SHEET 1-A8.1 FOR WALL, METAL SCREW 1-A8.1 FOR WALL, METAL SCREW FLOOR & BASE FINISHES FLOOR & BASE FINISHES 0 CONCRETE SLAB -SEE 0 CONCRETE SLAB -SEE BOTH SIDES STRUCTURAL FOR THICKNESS BOTH SIDES STRUCTURAL FOR THICKNESS 0'-0. 0'-0" �. { y FINISH FLOOR •, IN F ISH FLOOR .71 4 C IminE SIM" WILL NOT HAVE SECOND FLOOR CRA AREA INSTALL METAL RAILING 5 THE TOP OF CONIC SLAB AT THE PERIMETE ANINE - SEE STRUCTURAL DRAWINGS FOR HMENT DETAILS. PARTITION. PARTITION. P2 pi SCALE: 8�SCALE: 1/211 - 11-011 ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVEVOLCOM 111■ ■�I11 w w w. a r c h d y n. c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS PERMIT: 20 JULY 2016 REVISION: ADDITION OF COFFEE AREA Q5 05 MAY 2017 REVISION: DATE Cq . # ' "' [==EMS fy e :{ r cV 44z a O z ILL. LLJ � J 0 0 aefZ 0 10 W Z a V) s� y ARCHITECT SEAL/ SIGNATURE -.y BOGDA STARUSZKIEWICZ, R.A. No. RA93459� y ar V �Vt(l / G drawn: JLP / BJS reviewed: B J S 7 project code: 2016 - 25 lman; A2.1 SHEET INFORMATION BUILDING #1 o WALLETI S C ONS Et DETAILS A w SHEET NUMBER "� L >%,a Oma+ (aCN 4- 0'a a) L () m L 0 0 .1 m L cu aOccE L �cE� cu on EEOC E ' L N 0) 0 E c C OC��+ C.0 CD IJ ••� �+ -0 ai N •Q4- E>,ua) � L fC Q .0 w u ccon-o u°��o - 4-1 ca u --• 0 u u N T CO N - m - a)) "D vooa) �*'4-J= cc+'� .� •c c L m L a) (0 L .Y cv Q O +J L c��.c N 4 u m U �. 'E 'c; 0.0 cCAa) Ln tA �-�E -3 C mVf O C-0 (u �� �� o� L a�0oo � U U .� on u = Q) -CA^OO *' (0= N-0 a- u •L C ooQo(o N L L� N Qu O C O 0 u.ou�u H0Q)�O CUCa)tA O= 3s N N (o O4 -J O on Q) C U E •>,— u O O O C u a) J N N ooO.Eo E 4- a) (u Q-0 00N NN .� C C� ; N 00-0"0 D. Q- (a =)0- aL)QiOuvi C a) }, C (� a) NSE ���Q� raO -10OU r C u �+ >CUH•E �U-c 0 C � U 'L =.6 O 0 N C N C a) L N >. Q) -C o -0 � t +� u 0 L 0 LL E o O o (o ra V1 o u N V•°n Ln—EE 0 a) L Q � 0 EQ)4a va�'3c0 N ,a; 4-J*c: a R on fC L C (T N d a) 0 j- 0 " 0 o-0uono U N 'r C fCf _0 fa U0 C 00, -.+ N Ln Q 3 c: N O•=+ .0 N N= N CO C4 -j LO >%U ono �► C u N .0 NM � M CE C N,0 onmp>` Q) N C O C C: L 4--J CE-oaa) O'ELOCu CA CO0V)4-J o .c N •N 4-1 L M u C i3O a) L- c: -0 < L -0Q L Q _ O Q) .Q C � �� CO,OQQ Q) d-� � i C 4-1 L C >Qu(La� NORTH BUILDING #1 - CRA - SECOND FLOOR WALL AND PARTITION KEY PLAN BUILDING #1 - CRA - FIRST FLOOR 1 1 O C 0 4.1 (z c N y_ (1) 0-0 L c (1)tA (O O O ruE�3LA 6 O L ft ia Ec On L U E 'Ln O O E -0 • E_ Vf O O.0 L_ 4- �= 00�>, c.2 co -Q '> N N Q) Q 4-1 O�0U E>,ua) c L (o 0 i uc-oi )oon--o U a) f p .0 M u- 0 --•0 U N 4--+ _ u Q) 'u O (0 L L Q 0 Q) -0 a)OON 4 4-1 mon a C c O CO c a) a) ru -O� aJ N aj E u m u >,, o-� o�a)a) ons E m u C CC o U '� c (u.0 o a) (a � i 4— L L N d•J � a�aOpO u u � jLnaL) a) c () -a .4-j s'5,^a)0 4' MN -0 c—'u'Cc 00 0M N L +-+ L N aj 0.��(0 Ucc _0 (D ocj__0.61 U.0U� u ,+Qct a) 0 cya 0 (D c�ca)LA O N M C) 4-0 O Oc: E'>,}'u0 0 c 0 �0 }'N V1 �L0-y a) -- a) N c c (o Q-QC)0aj N In c C� -(-� N d Q� : n (1) V) n a) _0 0 -p N N L E c L OQ R302i1-U > O O N •� �ULcon fL5 UOUr- .c -6 H 0 In c N L N >. a) .c o ra0 L 0 =- L 000�`a) is (a N ate.+ ,0 .0 OUL N on to E 0 �a) EC_4-a L6a)3co vn uczL CT L > C- a) ++ > 04-jc: 0-0uOno a)O-O•cE c��rtsc a..+ Y (a u00o.c Q) C 4-J a C.� �^ GJ 0.— ,c(Ay0ln ,0'� O ra ^-off In -0 c c ru U gn0cn�O O U '� CL 3-0'C-0 u CcaiL'.- L fCS '�'! •'-• E cE ILn,O On�� a) vl c 0 i c +� cE-°'v�� 0.- CA0 a u c a) o 'Z74- 0 a-_ 4-1 LA N +J L (C u a O O L a D�C�Q E0a) '0Cc : co.000 L c � � 2 i �4. i , i i PAINTED 94 (TYP.) CONCRETE TILT -UP PANEL - SEE STRUCTURAL _ 14'-0"___ _____ SECOND FLOOR 1-1/2", 25 GA METAL STUD CROSS -BRACING @ 48" OC MAX; PROVIDE 120 WIRE SUPPORT @ 48" MAX GRADE SEE CI\ 5 0'-0•' FINISH LOOR AROUND FOOTINGS AND UNDER SLAB OVER NEW, COMPACTED, TERMITE -TREATED FILL SEE STRUCTURAL FOR SIZE AND REINFORCING, TYP. WALL SECTION - NORTH -OFFICE SCALE: 1/2" = 1'-0" Nil PAINTED 94 (TYP.) CONCRETE TILT -UP PANEL - SEE STRUCTURAL ANGLE & FINAL 'LACEMENT OF ;UPPORT RODS TO iE DETERMINED BY AWNING MFR. FIXED WINDOWS - SEE ELEVATIONS, WINDOW SCHEDULE AND DETAILS AROUND FOOTINGS AND UNDER SLAB OVER NEW, COMPACTED, TERMITE -TREATED FILL SEE STRUCTURAL FOR SIZE AND REINFORCING, TYP. R-10 INSULATION @ WAREHOUSE ------------------------ ------- -•-•-•-•-•-•-• I' ,I 1 FA e a , ° A a etl • PAINTED A a 9 !'(TYP,) CONCRETE TILT -UP PANEL - SEE STRUCTURAL A MEZZANINE 225 1 e A " R-9 INSULATION @ PRODUCTION 11 4AREAS #167 & #168 r. a 14'-0" ------------------ SECOND ____SECOND FLOOR e AT I °. A�. ° a .J • ,a a ° • aA a 0 O 1 8 r f. PRODUCTION AREA 168 ° a r° 6" CONCRETE GRADE ✓e SLAB 0'-0" SEE CIVIL FINISH FLOOR a WALL SECTION- NORTH -OFFICE SCALE: 1/2" = 1'-0" .4 ° 10 MIL VAPOR BARRIER a14 ° AROUND FOOTINGS AND UNDER SLAB OVER NEW, COMPACTED, TERMITE -TREATED FILL SEE STRUCTURAL FOR SIZE AND REINFORCING, TYP. 14'-0" __ SECOND FLOOR GRADE O -01. SEE CIVIL FINISH FLOOR WALL SECTION - SOUTH -PRODUCTION SCALE: 1/2" = 1'-0" I I 2 ' ' �4. iir IFi 1 1 a � n ° II �' II . II II ° II A II II II ° PAINTED 9 4" (TYP.) CONCRETE I I TILT -UP PANEL - SEE II STRUCTURAL ti.II II ° :'' I I r11 II �, II w W A II Q I I II II ,, II I� VERTICAL PANEL I OVERHEAD DOOR II a II 0' -On _ FINISH FLOOR WAREHOUSE 101 �• ti�� a• Yy�p\�iiapaG`i`i . , • •- • ST STEEL BEAM - SEE RUCTURAL DWGS FOR TRUCK WELL CANOPY DESIGN AN TOD CONNECTIONS TILT -UP WALL — WALL SECTION- NORTH2 SCALE 1/2" V-0. SIDEWALK SEE CIVIL - C) I N WAREHOUSE 101 EXPANSION JOINT MATERIAL POUR -BACK STRIP 6" CONCRETE SLAB 10 MIL VAPOR BARRIER Id AROUND FOOTINGS AND UNDER SLAB OVER NEW, COMPACTED, TERMITE -TREATED FILL SEE STRUCTURAL FOR SIZE AND REINFORCING, TYP. WALL SECTION - WEST SCALE' 1/2" = 1'-0" . 1 1 1 R-10 INSULATION @ WAREHOUSE •`� i� 12 1 '2 i 1 SAVE HEIGHT EAVE GUTTER 1 1 1 1 1 1 i a 1 1 ® 1 1 1 1 1 1 1 1 a n 1 II DOWNSPOUT ,. 'J II II II PAINTED I I 9 4 (TYP.) CONCRETE •• I I TILT -UP PANEL - SEE II STRUCTURAL COUNTER FLASHING ° II I (BY OTHERS) RO[A OF -TO -MASONRY °II I FLASHING (RWM...) "a ° M'. L ROOF PANELS I I VERTICAL PANEL 10" PURLINS 4A I I 1 OVERHEAD DOOR 12 a II I 1 1 /2 . • �� II II ® A' II II ST STEEL BEAM - SEE RUCTURAL DWGS FOR TRUCK WELL CANOPY DESIGN AN TOD CONNECTIONS TILT -UP WALL — WALL SECTION- NORTH2 SCALE 1/2" V-0. SIDEWALK SEE CIVIL - C) I N WAREHOUSE 101 EXPANSION JOINT MATERIAL POUR -BACK STRIP 6" CONCRETE SLAB 10 MIL VAPOR BARRIER Id AROUND FOOTINGS AND UNDER SLAB OVER NEW, COMPACTED, TERMITE -TREATED FILL SEE STRUCTURAL FOR SIZE AND REINFORCING, TYP. WALL SECTION - WEST SCALE' 1/2" = 1'-0" . 1 1 1 L � Z O 4..+ fa.-Oy 4" 0-0 L c(ia(a N 0 L t c::6 3: c L � >%ocE c" 0EE a�Lu E'oc .E E L N 0) 0 4- �-4L-c:cEa c oc��, 5.5 c~nac� c�0u E>,ua C L .�- ra o .c 0 on -v ua �o N N fa O u U N aa)i-Eora Linn a00a ons, cco a ci� =3�r- -o E a V fmu E00ma tA oma a on.c E u c� O U.0 aN,-0 C c � N L L Ln Q 0 C in 0 o o O V V O O NA 4-1 N L on u O .0 .�C 'j, ^ N O o O Q O C fm ,A H O,DO:1a 4- C'^ aa.+ 4- ,0 O C .0 O .F, ou�u �^Qcv cMc �o O L a) cuc�' Q) 0=3.cN .Nfu0�0 on a u O Ev c O c O i•� N N L- 0u� 4-o 4- E N . Ln Oc:'Dfay 0 0 ca c, a,aou LLca� aa��c .0=u Q) - aNHLE cLca� �s 0 4- o Z% u0m-0" 7� '03�'�, L .6 ,O„ m >, 0 V, :1 ca, 'a� 4mJ C: m�0340- L- L E � O 0 10 Q) M UcLauc10 c O N Un 0u V.N•L Eo aa�a E c:5 c:5 =v a'^c0 a-0kD Na;� a ra [a Q 0 on L V)•3aaa > 0"-- c L0 o� V Ono c � "cO a •r- 0��� 0 0cpO,� a 3�,a S aO= oc Ono A cu 16fl-V �caLEL is +.+ •^ cE a'0co� s c .,..+ -0� H�Ocu R ca0'�� .2:5 ++ N 'A L fa V c0 a O'L.oQ E O co.oa)a W'— .cc 4-J >u cL' STAIR DETAIL 0 / SCALE: 3" = 1'-0" TOP OF THE WALL Z TREAD :ERS ETE FILL PLATE S & RISERS SER EQ EQ .. EQ 3,4, O.C. mAx. STL. WALL BRACKET, PROVIDE BLOCKING NECESSAR . �........ ..�. ...r..� .....TRAIL, TREAD n ivit 1 AL STUD FRAME WALL HANDRAIL DETAIL SCALE: 3" = 1'-0" MTL GUARDRAIL @ 42" AFF DESIGN TO BE DETERMINED SEE STRUCTURAL FOR POST ATTACHMENTS EQ 2'-811 EQ m r N EQ _ EQ E 5 A5. m WALL - PAINTED T 6•m I 120 LVA MTL 1 2" PIPE HANDRAIL @ 34" AFF ATTACHED TO THE WALL BY BRACKETS 141-011 4'-0" 2nd FLOOR SEE STRUCTURAL FOR MEZZANINE CONSTRUCTION DETAILS Ll I Al 1 if MOf I � 0 QQ W U_ _ v- � O Q V I <Z cl�p I— Z r r t"- I ST I R #3 - 0 z 0 �28 Q I NX J 2 U Q • W r v . � _1 0 Q �— W I � r- 1 3 A5.4 00 I i C 0 JANITOR 51 61 � .r—r---ri S�AIR #3 1228 d, g 3' 5.4 STAIR #3 - FIRST FLOOR PLAN- SCALE: 1/2" = 1'-0" c- O 4..+ fC .( Q N N-- 4- 0-0 -0-0 Q) i crua'» �p� L04_jc C 6 to QLa.) �,ucE L bcEL W.29 E'L V Ln -0 E L V1 a�io�'u .-4-- C OC��. c .0 c o .0--o t�'it 0'd 4-J o'Dou >,u a) L tj rtS o L V V C -a L ,-o^ a) a , an -0 i� CZ O Q �-'L.0 rt3 u N N ^ ra p U a) to a-+ u >% Xj O u 0 M L L Q Q — a)_0 Li Q1„C L 4-J0 a -J - � O O 113 On 4.j -w C O a) .0 LCD L v �Yra ^o 'A-2 -o E +� vi,-i0� U M U E0�-0 C V1 0 +-+ cl Q) 0 On -c E [2 15 H U L C L L to N +J a0 p LA O u u . nanu J oc() -oma c'5.tja)0 4' M -C N-0 r—U'Cc OOQOrt CA c L, L 4-J N 0.0O0a) L U 4- CL c C to.+0-'4-,O 0 0-C O}' u 4-1 C -0 a) p N0Q)�u C u C (U ,,A o= = to V;m0+j0 conoc-ocr� E + u 'OCOco a, r N N 000uua) �Nccc� -Q150>'O r- 0 0-0 :3 00-0L:3 o- o- m o 6- vcauiN .off a-aci co to u LE -c;"cac o 0 -o E r- > >c��•E On u Ou C O to Q N C Q LN >' (Ur o -v"^-+ urt90L0 L L O O O a Q) M V [2 c ,O ,c c Q 4-1 n 0 V u .tn 'C 'n LEO �j�a�o Era �O Q) c: 0 NV N�'Cc u c L 0' to a) 3 v L 3 0- a) +1 >o�� 0-0 u Ono U N 'r M C.Q x'10 Q .0 r0 UCOop.0 L Q N Q a3mn•`.V a)o'� + t .0 to 4_5 to O.c-L ra i; -0 4 - Ln u no LA 3-v'C-o u H m c � C N 0 tt a)tnco� .0 C L t 1L3 L cE-6a� 0:6ocu LA an Ca)0'U;a0+ a E'��a as ��C� a co.��� L C T > 0 M L 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ttta 0 0 0 0 0 t� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ell 0 0 0 0 0 0 a 0 0 0 stat o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o v 0 0 0 0 0 0 0 0 to 0 0 El. 0 0 0 0 0 0 0 0 0 0 0 0 ttta o 0 0 0 o tts o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o tts v 0 0 0 0 0 0 0 Ell 0 0 tts 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v 0 0 0 0 0 0 0 0 0 0 a to 0 0 0 0 0 0 0 0 0 0 �'� 0 0 0 0�� 0 � �i ii�� .. .. � �� ■ o 0 0 o ttta o 0 0 ■O OO O aw 1 -!! • NORTH O 0 BUILDING #1 - SECOND FLOOR REFLECTED CEILING PLAN SCALE: 3/64" = 1'-0" NORTH NORTH IF T p, 2 BUILDING #1 - SECOND FLOOR REFLECTED CEILING PLAN SCALE: 3/64" = 1'-0" REFLECTED CEILING PLAN LEGEND °1 �� ° LIGHTING FIXTURES 0 0 +.r 0 24” X 48" LAY -IN CEILING GRID WITH 3 -BULB FLUORESCENT FIXTURE 0 © 0 VX 4' SURFACE MOUNTED 2 -BULB FLUORESCENT FIXTURE 24" X 24" LAY -IN CEILING GRID WITH 3 -BULB FLUORESCENT FIXTURE Q O VP 0 RECESSED INCANDESCENT SPOT VAPORPROOF / WET AREA SPOT RECESSED DIRECTIONAL SPOT 0 ■®1 ® of ! PENDANT LIGHT 1 l n 8'2 -BULB, STRIP -TYPE FLUORESCENT 0 to 0 '''' 4'2 -BULB, STRIP -TYPE FLUORESCENT 0 Oo 0 METAL -HALIDE HIGH BAY 0 %# - 0 tir SURFACE MOUNTED INCANDESCENT o ,et O+ WALL MOUNTED INCANDESCENT D WALL MOUNTED SCONCE (UP -DOWN LIGHT) WALL -PACK TRACK LIGHT �I EMERGENCY FIXTURE BATTERY UNIT HVAC FIXTURES ® 24" X 24" DIFFUSER z24" X 24" RETURN AIR GRILLE ® 12" X 12" DIFFUSER ID 12" X 12" RETURN AIR GRILLE ® 12" X 12" RESTROOM EXHAUST FAN MISCELLANEOUS FIXTURES ® ® EXIT LIGHT, SHADED AREA DENOTES VISIBLE'EXIT' SIGN FACE SD CEILING -MOUNTED SMOKE DETECTOR OH HEAT DETECTOR OS OCCUPANCY SENSOR EDC CAMERA (CEILING MOUNTED) WAP - WIRELESS ACCESS POINT (IN CEILING) REFLECTED CEILING PLAN CLG FINISHES & HEIGHTS 1 GYPSUM BOARD FINISH SEE RCP 2 EIFS FINISH NOT USED 3 2X4 ACT LAY -IN TILE/GRID NOT USED 4 2X2 ACT LAY -IN TILE/GRID SEE RCP 5 BULKHEAD, PAINTED GYP BOARD - 6 6 OTD EXPOSED STRUCTURE, OPEN TO DECK NOT USED 7 SOFFIT PANEL SEE RCP 8 2X2 ACT LAY -IN TILE/GRID VINYL -FACED NOT USED 4 14° CEILING HGT, AFF CEILING MATERIAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ttta 0 0 0 0 0 t� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ell 0 0 0 0 0 0 a 0 0 0 stat o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o v 0 0 0 0 0 0 0 0 to 0 0 El. 0 0 0 0 0 0 0 0 0 0 0 0 ttta o 0 0 0 o tts o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o tts v 0 0 0 0 0 0 0 Ell 0 0 tts 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v 0 0 0 0 0 0 0 0 0 0 a to 0 0 0 0 0 0 0 0 0 0 �'� 0 0 0 0�� 0 � �i ii�� .. .. � �� ■ o 0 0 o ttta o 0 0 ■O OO O aw 1 -!! • NORTH O 0 BUILDING #1 - SECOND FLOOR REFLECTED CEILING PLAN SCALE: 3/64" = 1'-0" NORTH NORTH IF T p, 2 BUILDING #1 - SECOND FLOOR REFLECTED CEILING PLAN SCALE: 3/64" = 1'-0" °1 �� ° I 0 0 +.r 0 0 +1 0 0 w 0 1 1 0 w 0 ■®1 q of ! 0 0■1 1 l n o 0 to 0 '''' 0 0 0 0 0 0 %# 0 0 tir 0 o ,et 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ttta 0 0 0 0 0 t� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ell 0 0 0 0 0 0 a 0 0 0 stat o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o v 0 0 0 0 0 0 0 0 to 0 0 El. 0 0 0 0 0 0 0 0 0 0 0 0 ttta o 0 0 0 o tts o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o tts v 0 0 0 0 0 0 0 Ell 0 0 tts 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v 0 0 0 0 0 0 0 0 0 0 a to 0 0 0 0 0 0 0 0 0 0 �'� 0 0 0 0�� 0 � �i ii�� .. .. � �� ■ o 0 0 o ttta o 0 0 ■O OO O aw 1 -!! • NORTH O 0 BUILDING #1 - SECOND FLOOR REFLECTED CEILING PLAN SCALE: 3/64" = 1'-0" NORTH NORTH IF T p, 2 BUILDING #1 - SECOND FLOOR REFLECTED CEILING PLAN SCALE: 3/64" = 1'-0" BUILDING #1 - OVERALL REFLECTED CEILING PLAN SCALE: 3/64" = l'-0" 4 a °1 �� ° ��� � 11111!! o ttta � 1!!!=C. ■11 111■■ .,o��rro 11 n■::■■ to 0� tts .. In o 0 ■®1 q of ! 0 0■1 Ili1�� !s- 1® . BUILDING #1 - OVERALL REFLECTED CEILING PLAN SCALE: 3/64" = l'-0" 4 a C�0O J�tA0� E-v3� NuCE o E� L U E 'v+ 0 C E -vas E .E -0 L N oo 2'u �•= >`M C ucm>. c.o cm 4-J•-� >Q�i� V) iJ 0 Q.+O+ �� O u E�,ua) � L O .0 a) 0.D U .0 C i� O Q Z' -c -c (a U� to to fCf .c oua)to 4—J Q) U o u o m i L L L 0- Q LL a) _r L 4••J -0 '~ 4—J ." ca On4-, ;-J C c 0 T "o'A'0 -o E +J u Rf U .E o000 tn C toQ) 4-J Ln p N Q) E is .E c L .tJ u o rco u " �-0 L C .d i -0 fC N LL to .t -J .N Q0LA 0`00 u u O u -0_vftNL 0 {' �t N-0 C—' LL C ' O O Q 0 f0 r L L 4-J Q1 o,o�(a4- � CLU 0C_r_ 'Doi}'N Q C c� O o Nu ov� cuco Q) E'>4-'u p O C 0 O aA H to o0•V L. 0 E� oa�ccta Q. -•o0 (�u tA 0 0-0 L _ 0-0-m.61 0. 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Q) 0 � Q) a)' E-0 Q) o1 0 On C u Ln C a) O'in + O_r_+Jtn� N a -J L tQ U E'�.0Q E n 0- �c:C co.o N +� ) C .0 •� 'Q a.J L C >Ou(a \ E0.1 E0.2 - E3.5 - . __(: E7 ------------- r7. 777 SG SIDEWALK SIDEWALK I i NORTH COVERED TRUCK DOCK I TRUCK WELL BUILDING #1 - CRA - FIRST FLOOR PLAN SCALE: 1/8" = 1'-0" , , , REFLECTED CEILING PLAN LEGEND LIGHTING FIXTURES r I�J 24" X 48" LAY -IN CEILING GRID WITH 3 -BULB FLUORESCENT FIXTURE hi VX 4' SURFACE MOUNTED 2 -BULB FLUORESCENT FIXTURE ( L� 24" X 24" LAY -IN CEILING GRID WITH 3 -BULB FLUORESCENT FIXTURE 0 0 VP > RECESSED INCANDESCENT SPOT VAPORPROOF / WET AREA SPOT RECESSED DIRECTIONAL SPOT PENDANT LIGHT 8' 2 -BULB, STRIP -TYPE FLUORESCENT 4'2 -BULB, STRIP -TYPE FLUORESCENT o METAL -HALIDE HIGH BAY SURFACE MOUNTED INCANDESCENT 01 WALL MOUNTED INCANDESCENT > WALL MOUNTED SCONCE (UP -DOWN LIGHT) Fq WALL -PACK TRACK LIGHT E E EMERGENCY FIXTURE BATTERY UNIT HVAC FIXTURES ® 24" X 24" DIFFUSER 24" X 24" RETURN AIR GRILLE ® 12" X 12" DIFFUSER 12" X 12" RETURN AIR GRILLE ® 12" X 12" RESTROOM EXHAUST FAN MISCELLANEOUS FIXTURES EXIT LIGHT, SHADED AREA DENOTES VISIBLE'EXIT' SIGN FACE IS81 CEILING -MOUNTED SMOKE DETECTOR [, H) HEAT DETECTOR OCCUPANCY SENSOR ED CAMERA (CEILING MOUNTED) WAP - WIRELESS ACCESS POINT (IN CEILING) REFLECTED CEILING PLAN CLG FINISHES & HEIGHTS 1 GYPSUM BOARD FINISH SEE RCP 2EIFS FINISH NOT USED 3 2X4 ACT LAY -IN TILE/GRID NOT USED 4 t f- 2X2 ACT LAY -IN TILE/GRID SEE RCP 5 A BULKHEAD, PAINTED GYP BOARD - 6 6 OTD EXPOSED STRUCTURE, OPEN TO DECK - 7 SOFFIT PANEL SEE RCP 8 2X2 ACT LAY -IN TILE/GRID VINYL -FACED SEE RCP 4 14° �- - CEILING HGT, AFF CEILING MATERIAL , , , L C— O4-+ ru.�.) 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N Q) 0 4 c O >, c.0 co nmj E. aO+ O�OU E>,ua) "rt OL u C� i LOC -0 i O ra U= O U a) H 4�4J:3 a) 'c 0 ra - ��0 s (0 an +, c c o .L .-1 L CO L aJ � fLS "oaN,� u3�s vi 4.j 0 .0 r2 U E-0 0 cLn �^N+' p � N aI an c E L 4 + U o ca o U'C C 4-1 -0 fa y � � v L4- 0� LL Vf 4-1 4A Q0ooo U U ma 0 °t� n -� H o n +� 0 r0 .c N C U .— C 0oa0ns Ln o,oOOa) Lu�4- CL O C -c: H 4O+4 -,O O c,c 0�' c a) 0 H 0 a) u c u c 0 0­3=in .N(Z0410 c: onQ) c L c: >✓ E>,+-'uc -p' 000 a) � +, vi vi iOUa) ,2 10 u E,2 cc va)ccns -Q�ODN O C -a ra N oO-0L= CA 4-1 :a) -a�Maa) L - pycnE c to mo0�0 >.0 °-a �t c:c >0�c•On lu u ..0 -n O u O V) :3 LN 0 -0- F 4--+ 4-J c -0 .� L u (aO34- =- L E O 0 0040- 1, L U C RY ()o.c co L N . u OJ1 N— uE0 O�QLa) E��n =vv'3c0 4-+ V) (a'L u On L 0- VI.Ea)3a, 3 °- a) > 0 0-0 u Ono U h� C (Q U000,C 3Na) Li,n L V1 L (A V) r- 0---- `n -0 U oc nocntc cuiaa�„ C a) L •- '0 Vf fa a m NcEca>, 0 Ncn=Om ar L cE-Oac �"0ocu Ca)Oin4O+ O ..0 4-+ 'A.- 4-1 41 L M U 0 E'�.oQ E°o-a) 4-tA0�, co.pa,a) a)Z&:+sc 4-I,M4-' c C c > ou s C NORTH BUILDING #1 - CRA - SECOND FLOOR PLAN SCALE : 1/4" = 1'-0" REFLECTED CEILING PLAN LEGEND ® i LIGHTING FIXTURES 24" X 48" LAY -IN CEILING GRID WITH 3 -BULB FLUORESCENT FIXTURE COi VX 4' SURFACE MOUNTED 2 -BULB FLUORESCENT FIXTURE l 24" X 24" LAY -IN CEILING GRID WITH 3 -BULB FLUORESCENT FIXTURE 0 VP RECESSED INCANDESCENT SPOT VAPORPROOF / WET AREA SPOT RECESSED DIRECTIONAL SPOT PENDANT LIGHT —Ti- 8'2 -BULB, STRIP -TYPE FLUORESCENT 4'2 -BULB, STRIP -TYPE FLUORESCENT o METAL -HALIDE HIGH BAY Q SURFACE MOUNTED INCANDESCENT O WALL MOUNTED INCANDESCENT a WALL MOUNTED SCONCE (UP -DOWN LIGHT) ® WALL -PACK [SDI TRACK LIGHT .M .. J' EMERGENCY FIXTURE BATTERY UNIT HEAT DETECTOR HVAC FIXTURES , , , , , , , , , ® 24" X 24" DIFFUSER 24" X 24" RETURN AIR GRILLE ® 12" X 12" DIFFUSER —Ti- 12" X 12" RETURN AIR GRILLE ® 2" X 12" RESTROOM EXHAUST FAN MISCELLANEOUS FIXTURES EXIT LIGHT, SHADED AREA DENOTES VISIBLE'EXIT' SIGN FACE [SDI CEILING -MOUNTED SMOKE DETECTOR (H HEAT DETECTOR (OS) OCCUPANCY SENSOR =13C CAMERA (CEILING MOUNTED) WAP - WIRELESS ACCESS POINT (IN CEILING) REFLECTED CEILING PLAN CLG FINISHES & HEIGHTS 1 GYPSUM BOARD FINISH SEE RCP 2 EIFS FINISH NOT USED 3 j 2X4 ACT LAY -IN TILE/GRID NOT 4 2X2 ACT LAY -IN TILE/GRID SEE RCP 5 �'. BULKHEAD, PAINTED GYP BOARD - 6 6 OTD EXPOSED STRUCTURE, OPEN TO DECK - 7 SOFFIT PANEL SEE RCP $ 2X2 ACT LAY -IN TILE/GRID VINYL -FACED SEE RCP 4 14° CEILING HGT, AFF CEILING MATERIAL , , , , , , , , , L 04- 4- 4- 4- L C ro a) ra � 0 E=v3N �00cE L fill v CEs E'oc E -v E ' L N vo�'u �=4-- �`E C O C, N 'Ei.12 :3 0 U E C L �, u a) a J O U i4 -J ra o a 4-J ra U N N la 0 U IA }' U > -o'--v'C a� U o ra � L -CL a)ooa� i M an ==o a� •L = 4-1 L m L CU Ca. �o�-a �3Cs E }' a� � U M U Mo�In -0 In QLn N= a) v IllE +� u O M V; O U,U.IJ"O L = ?J -0 M N Qi L N+JL a�000 U U 'jNa� O L 0=a,-0 -='S.�a,o +' ra L t4 -0 ooioM .1--� N O,DOO() _ ,0 O=�+•' U.0 O � 0 N MC:o N O a) O N (a oa•-, o con11)C:o—t _ L L E'4-' u 0Co O 0 •u � 4O- 4- � a�a)r :E; C C-0 N O 0- Z� 0- N U O U L- L C a) V, -11 .Q ra v ag A L E CL =ate (ao04.-0 4-- O C>• � —C) C� >o°�.o, �vUOC o NDN=a7 LN >' a) -C o -o "� ; +� 4-., C -0 •� L U`a034o- L L E 0O�= --) vi C: = O of 'bJt OV2In'i N i E 0 2-[2a�a� E �2aZ �Iao a) M C) 3 Q >�o�� o,0UOno cu a) -1 a a) rtf � 4-J Ill v=oo,� U y a � C:4- C N H 0 N C t L c^ -3o ono_ rLa =UraOy C•- Lfra•_E N (a 5 C:CE Q) on�p aJV,=O =Eva,O 0�o=u on Ca)o'ina' O a ll N •N a..l L (a � 2E-0 C: E4-yo1aJ+ �._ _ ,ra •v a-' 0 L C >U�L 0 0 r 5'-511 , - 1'-9"A, _ 'K-611 51-811 rr+� CLOSET 0 0 165 4 3 A 1 7.5 SHOWER MEN'S 164 163 5 _ -- $ �y- -6--- /� r— \ 11 3011 -----\ A- 7.5 -4 30 60 7.5 7 190 1- 2 I0 ------------ 7611 i 4'-5" ' 11 1'-6' I I L ° /- II I U, 11611 I i 41-57�i 1 1 11 _611 5'-011 180 10 Xl I I 2 � 7.6 7.6 5 SHOWER 1 A 3 WO 58EN'S 159 7.6 4 5'-511 1'-911 3'-6" 1'-911 CLOSET 160 0 3'-3" 5'-811 61-111 14 BREAKROOM A 157 7.6 � First Floor Restrooms Men 163 •Women 158 ol Breakroom 157 NORTH oil SCALE: 8" = 1'4" CSO 3011 3011 _ I I A _ 1 �I 1 7.6 �I 21.0111 3 1 1 I 4 8 g- � / " CD i BATHROOM \� J/ BATHROOM --- 561'----- \ p1 ,so \\` SIX 7'-10" First Floor Restrooms 2 . 3 Bathroom 155 SCALE: .. = 1, -0" O O d- Wit' Q 0 0 0 0 M O CV Production Area / warehouse 3 Production Area 168 SCALE: /" = 1'-0" A d ° 37'-4" 00 P d 9 _ OBSERVATION ROOM 223 0 C:) 0 N 4° 16 A7.6 ° 15 d 21 011 171-411 29'-611 ° l - - EQ -11 [EQ- 13.1 ti 0 0 CV d 0 20'-711 61_011 21_011 31-011 1_01 C:) d 1 El d° r C) I co ad d d 4)_611 Second Floor 4 Observation Room 223 SCALE: 4" = 1'-0" ENLARGED RESTROOM PLANS - FIRST FLOORNORTH�2. 2 SCALE: 38 - 1'-0" 2)ENLARGED PLANS - SECOND FLOOR —SCALE �. 3/e =i.o ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVElpAOLCQM Ilion ■ 111 w w w, a r c h d y n, c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS PERMIT: 20 JULY 2016 REVISION: ADDITION OF COFFEE AREA Q5 IL05 MAY 2017 REVISION: DATE r ^- t 44FF r r O rn r J _Z w �- M 0 Z 0O a V I ARCHITECT SEAL_ / SIGNATURE ■ BOGDA STARUSZKIEWICZ, R.A. No.RA93459 1 f 0. rLo I' drawn: JLP / BJS reviewed: BJ S ti project code: 2016-25 lman: 1 -A7"5 SHEET INFORMATION BUILDING #1 CRA - ENLARGED (PLANS &. INTERIO ELEVATIONS 4 SHEET NUMBER BI -FOLD DOOR SEE SCHEDULE SHOWER CURTAIN ROD BY GC SHOWER CURTAIN ROD BY GC SHOWER CURTAIN ROD BY GC CURTAIN BY OWNER CURTAIN BY OWNER CURTAIN BY OWNER 7 MIRROR 48" H x 84" W; MIRROR 48"H x 84"W; BEVELED EDGE G G BEVELED EDGE O [71< --WALL SCONCE I E L H A %\ G -d� A I _ - _ A -- 0i 00 _ = f EE DETAIL- 5/1-A7.4 r5 — _- 7'-0" 31_1 3'-1 " 1 2 3 4 5 b 7 8 Men Restroom - Room 163 scale: 4° = 11-0° Men Shower - Room 164 scale: e = 1,-0° ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVElpAOLCQM Ilion ■ 111 w w w, a r c h d y n, c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS PERMIT: 20 JULY 2016 REVISION: ADDITION OF COFFEE AREA Q5 IL05 MAY 2017 REVISION: DATE r ^- t 44FF r r O rn r J _Z w �- M 0 Z 0O a V I ARCHITECT SEAL_ / SIGNATURE ■ BOGDA STARUSZKIEWICZ, R.A. No.RA93459 1 f 0. rLo I' drawn: JLP / BJS reviewed: BJ S ti project code: 2016-25 lman: 1 -A7"5 SHEET INFORMATION BUILDING #1 CRA - ENLARGED (PLANS &. INTERIO ELEVATIONS 4 SHEET NUMBER >` C O a-+ 4— 4- 0', cM(1)(c LA 0 C=v3N C L Q) NucE L E� EL ' Lo c -Op a) O `2 ._U 4— CE C: oc�>, Coco > Nru :3 o u E>,ua) CL�-- _ 1'u o -C 4-1 � O 0� �o M U V) N fCJ f6 j,d -p L 0 V a) VI U 0 ouora �Lac- vD �-C a)� i -0.6.j O HO ra a) C c � 4-J•r C 2 M L a) () L � c3�� V, -raj urau>, G 0-0 RS O H 0 Ln a)� p � th O On.c E +-+ ~ U uMNvo L C ;1U -/-Q N .E Q°000 �u u o0a-+1^O on Cj C O 4-+ fa .� C y 4-- >✓ oroa,L �_: (1)ns 0 E=v3� u E E,E� ELnOC E -0 . E _- -p -OE� v O 4- 4-4 �'rEa c 0 0 >1 C .� C D > � " N Q) •fl =1 0-� U E>,uv L w ra 0= r - CU 0.o� C� U a) O a -� M U —+ CA + 'vim O U U y vU0M >✓ L Q d — -� O Oa) a-• -a ra on, +� C C O qjCC�` Lm a)� Q) L ra a) o- �3 -v � :n i E uraU>, E�0M 0'0-0 QajLn Q) C a) a) E �4-J� U 0 ra A O u .,.., -0 Cc s - a) � 0� L L y 4-1 a�000 O U U y L OC(D0�+ .c'5, ^ Q) o +' ra L N -0 0 0< 0 ra Q _C CA L 4-jy O,0OON +� L V 4— -C d O C y .a; 4- O OCC0 L) 0 L �.J Q C= ro 0 L: > 0 cUco O7� 3L y •V;roo0 a) V E4^T4, V o 0 C O `aL> N N o.�v o �— Ev0- �fa >,ori C: C =p cn ca .00 0 - 0- M 3 a a) )OU LLca)4 a) _0 to a) y�E a -n ra0�,-o +j ra >oUtn•_ C0 U U ">„ L.6 0 O y = y r` a) L V)�+Q).0 0.0 ^ 4, -J (15� 0 0 E C Z 0 (v-. U 4-1 c cit C a) 0 C C0 vlon 0 U U •y 'L .N—LEO ai"aha) E (DCL 4-J 4-J '0 a)'- C O a)' Rf ._ • vi C O onm L Cr U •3 Qj 0. v L 7 > � 0 4-j O'0Uono V y C "C fa o ra Q) � +�+ vo oO,E 34-j in a 3 C•^ O,C�� (A N 0 y 0--C: � o �-0 N'oc�u C+' on 0 Ln C U ra Cl vi -v -0 U �ca)L•E L ra a Ln cE cu 0 VII.- N v1 C 0 ..1✓ •C -.J •-- O�Oon CU Q) O 'In - 0.r_ iJ 0.r_+' Ln' - 4 -J" M= Q).E'O�Q E L_ 0 a) r -oc;�M C.O.-0 a) j- 4.., Rs 4-0 0 Lc > O ru aL) PROVISIONS FOR BARRIER -FREE DOORS ADA DOOR COMPLIANCE REQUIREMENTS HAGER BB1191 4.5x4.5 626 O M <r CHANGES IN LEVELS IN LOCKSET / LATCHSET FLUSH A FRONT APPROACHES W EXIT DEVICE ACCESSIBLE ROUTES 1. 32" MINIMUM CLEAR OPENING WIDTH (404.2.3) 2. 90° OPENING FROM FACE OF DOOR TO STOP ON STRIKE JAMB - MEASURED WHEN DOOR IS ROCKWOOD 70 6" x 16" 630 PULL PLATE ROCKWOOD 110 x 70C 630 PUSH SIDE ROCKWOOD 8 x 2" LDW 630 MOP PLATE p WALL STOP ROCKWOOD 406 OR 409 630 OVERHEAD STOP OPEN (404.2.3) wo 18' MINIMUM, w Z o0o = '� 3. CLOSING SPEED OF 5 SECOND MINIMUM FROM OPEN POSITION OF 90° TO 12° REQUIRED iA z = 24" PREFERRED iA `r 11 �-2 1 �— FOR DOOR CLOSER. 1.5 SECOND MINIMUM FROM OPEN POSITION OF 70° TO CLOSED N POSITION REQUIRED FOR SPRING HINGES (404.2.8) O _j NOTE: x = 12" IF THE DOOR HAS BOTH A INTERIOR DOORS TO HAVE A MAXIMUM OPENING PRESSURE OF 5 POUNDS. LATCH AND A CLOSER. EXTERIOR DOORS TO HAVE A MAXIMUM OPENING PRESSURE OF 8.5 POUNDS. 1 -- B HINGE SIDE APPROACHES 4. DOOR HARDWARE MUST BE g•`r �+ ti 4J 54" MINIMUM,� , MOUNTED 34"" TO 48" I ABOVE FLOOR OR GROUND ' 11 (404.3)-----------� W N J PULL SIDE x a PUSH SIDE 5. NO PROJECTIONS INTO THE > > NOTES REQUIRED CLEAR OPENING ' n, a WIDTH LOWER THAN 34"' ABOVE THE FLOOR OR NOTE: x = 36 IN MINIMUM IF y = 60 IN NOTE: y = 48" MINIMUM IF THE DOOR HAS GROUND (404.2.3) x = 42 IN MINIMUM IF y = 54 IN. BOTH A LATCH AND A CLOSER. 1. ALL DOORS IN ALCOVES SHALL 6. BOTTOM 10" OF SWINGING COMPLY WITH THE CLEARANCES DOORS SHALL HAVE A C LATCH SIDE APPROACHES FOR FRONT APPROACHES. SMOOTH SURFACE ON THE PUSH SIDE (404.2.10) 2. FOR ACCESSIBILITY NOTES, PLEASE SEE BOTTOM OF DOOR SCHEDULE 7. 1/2" HIGH MAXIMUM FOR PULL SIDE tX PUSH SIDE AT RIGHT THRESHOLDS (404.2.5) w C � 24" MINIMUM w z z 8. CONTROLS AND OPERATING x o r MECHANISM SHALL BE OPERABLE WITH ONE HAND and MOUNTED 34"" - 48"" ABOVE GROUND (404.2.7). a 00 0- N (NUMBERS IN PARENTHESIS CORRESPOND TO SECTIONS OF THE NEW ADA 8 ABA NOTE: y = 54 IN MINIMUM IF THE DOOR NOTE: y = 48" IN MINIMUM IF THE DOOR ACCESSIBILITY GUIDELINES) HAS A CLOSER. HAS A CLOSER. X-5" 6'-4" 3'-2" T-2" 9'-6" 2 PER 2.. II SCHEDULE Tr fV � O HAGER BB1191 4.5x4.5 626 O M <r LCN 1460 SERIES SNB 689 LOCKSET / LATCHSET FLUSH SCHLAGE OR EQUAL 5 BOLTS W EXIT DEVICE MONARCH F -18-M 630 PUSH PLATE ROCKWOOD 70 6" x 16" 630 PULL PLATE ROCKWOOD 110 x 70C 630 Ln ROCKWOOD 8 x 2" LDW 630 MOP PLATE p WALL STOP ROCKWOOD 406 OR 409 630 OVERHEAD STOP GLYNN-JOHNSON 905 630 O PEMKO 303AV THRESHOLD PEMKO 2005AV RAIN DRIP PEMKO 346D 00 6'-4" 3'-2" T-2" 9'-6" 2 PER 2.. II SCHEDULE Tr fV � O HAGER BB1191 4.5x4.5 626 O M <r LCN 1460 SERIES SNB 689 4'-0" LOUVER ❑ E 7F L1 DOOR FRAME Ft EXTERIOR WINDOW ELEVATIONS SCALE: 1/4" = 1'-0" O O HAGER BB1191 4.5x4.5 626 HINGES, EXTERIOR DOORS M M LCN 1460 SERIES SNB 689 LOCKSET / LATCHSET FLUSH M-4 E 'A 6'-0" V 4'-0" 1-1 O O M E INTERIOR WINDOW ELEVATIONS SCALE: 1/4" = 1'-0" PER PER SCHEDULE SCHEDULE PER SCHEDULE PER SCHEDULE W J 0 W 2 U V) of W d TEMPERED PER GLASS PERSCHEDULE TEMPERED r_1 ACC --- _rrunrnrn HARDWARE SPECIFICATIONS (DESIGN BASIS) HINGES, INTERIOR DOORS HAGER BB1191 4.5x4.5 626 HINGES, EXTERIOR DOORS HAGER BB1199 NRP 4.5x4.5 630 CLOSER LCN 1460 SERIES SNB 689 LOCKSET / LATCHSET FLUSH SCHLAGE OR EQUAL 5 BOLTS ROCKWOOD 555 630 EXIT DEVICE MONARCH F -18-M 630 PUSH PLATE ROCKWOOD 70 6" x 16" 630 PULL PLATE ROCKWOOD 110 x 70C 630 KICK PLATE ROCKWOOD 8 x 2" LDW 630 MOP PLATE ROCKWOOD 4 x 2" LDW 630 WALL STOP ROCKWOOD 406 OR 409 630 OVERHEAD STOP GLYNN-JOHNSON 905 630 WEATHERSTRIPPING PEMKO 303AV THRESHOLD PEMKO 2005AV RAIN DRIP PEMKO 346D WINDOW NOTES (DESIGN BASIS) • EXTERIOR FIXED STOREFRONT WINDOWS • %Z' GLAZING • TINTED (GREY OR BRONZE) • LOW 'E' TEMPERED GLASS 1011.3 Tartlle exit signs. A t<'1Gtila sign stating EXIT And r_emplyinn with ICG Al 17,1 sht1,N L provided p6arprit to eich door to a,,1 arr.-)a of rt,fIujo, on exterior area for as> steej rescue, an eOt sta# ray, on ,tramp, ac enf r.zm M xrsvvly F nrl the 7 t 1011.4 Isntesrnally ilitlnsinated exit signs. Electria4y powered, self- timl arcs aro oo tr7lurr ir�es �r)t (4�fit ,tri _, shalt be fi1nd orad dib#,,l €t in nncor ?n. e -,th Ut 024 and Vs�Jll ba"' in:i:.41_0 In ort»rdance w'tl1 tf. YT1 tEa Ct6rrY i' ga�mtr d ADA Braille Acryfic Exit and Stairwell Signs Various Exit Signs are used In haltways and stairwells to where the exit and stags .are located. Signs can be manly various Colors, Sizes and ;shapes. Signs are ADA eamp4m 2 Bead Braille. All signs can he California Braille or National Bead Braille EXCERPTS FEtEdM [CC BUILDING CODE AS N 2007 FL f3TffA ICC 111011)) 10 COD WITH 200 ,1?tPP"L.FMr-,NT Ztl09 tCG �3 It sign 1006,14 Exit ntair door or tntife slonage. actllan sir na jc stating `EXIT and ro,,m,wlyinrx Ith 1CC (ANSI A111,1, ,rhaIo tie- lr,�.Tn nd e ,1 rnt to tl r 1', Mc h slde of thcs, door 00 40cs 1:524 mm) ot`,mTthd finished iipC+r to 0 e center' ono of the sign. y a n chars and Chap#er fir, i5vt sign, shall be illiminater., at ail times, PER SCHEDULE E FLUSH DOOR DF DOUBLE FLUSH DOOR SF STOREFRONT DSF DOUBLE STOREFRONT OH OVERHEAD ROLL -UP DOOR OV VERTICAL PANEL DOOR NL NARROW LITE DNL DOUBLE NARROW LITE BF BI -FOLD ) ) DOOR ELEVATIONS SCALE: 1/4" = 1'-0" ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVE@AOL.COM 111■ ■will w w w a r c h d y n. c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS PERMIT: IF20 JULY 2016 REVISION: ADDITION OF COFFEE AREA Q5 05 MAY 2017 REVISION: DATE ARCHITECT SEAL / SIGNATURE ■ BOGDA STARUSZKIEWICZ, R.A. No.RA93459 draw: JLP / BJS reviewed: BJS project code: 2016 _ 25 Iman: I 'A0.3 - SHEET INFORMATION BUILDING #1 ELEVATIONS SHEET NUMBER 1-A8.3 �-a 04-1 .� C ,n .- 4- 0,0 (L) C '-O'O(L)L C� an (1) rLA 0� i 0 +-+ C: N c,EL E'o Ev E L. N a)0`' -u 4- 4- c C 0C�>. COCD > 4J -a ��0u E>.uN Rs o -C u 4C�L ;.- OQ .E c on -0 La.-)�O M u CA O U tA 41 >. vLo(0 iiL-C- a N L-'0 L_ -C a) O 4t 41C cc0 L m L L c3c: N 4- : U r0 U E u fu 0,00.0 C tn N a)tA �' p fa a) On= E �++~ u u,U+N+� CC N C LL N�..ry_j QO 0 O Ln 4jO U U _0 0 Ln N L_ 0�uV)a) Q) C a) -0 4- _•>.:�j 0 0 R3 _C N -0 c — 'u•Cc O O Q 0 (6 L L_ .N a) 00)0=3 ) ++L_uc: C- C a�+°14_O 0CEo41 Uo"4J a�Q N� O NCO L_ U C C a) an o:. 3t N c0 0 a -J O O C.0 C J 0 c 0 N > in Ln vi LL_O.vO ooUE42) -a7P•20 0 . N tA oO-0"a L Q. 0- m � Q GJ C N H Q) a) .&.+ :!� Eli: -p HLE C i CQ C RfO2,u wru�6-C r- L r - c:{ -J i L C 0 4-1 c: (A 4- La) a� on v an C o 0=v3� ouCC) E -vcE� q).onLU E LA O C .E-0 E L N •oEO.0 a) O 4- E y--' 4L- >, m O C C .0 C .O > N � a)Q O�ou E>,Ua) "RSo_C U ur O on -0 U EO L N N ^ fa tzw O U O N � ! a) O M L�QO- - ai L a...+ .0Q N O 0 O ��'4D.0 m on,,, Cco L m L "OtA'O 3 QjL C 'o i.' Ln i � U RS U T E�,0.0 C � N � LA cf-C E 0•CE- C L +-+ U C fa O UV 4-J -0 i C 4-J -0 N a�04-0 C u 0 u '0 0 N L .� tm u : (D .0 a) -0 +�-J -C a) O 4' faS N-0 C 0oT0M N L L 1' N oo0=3 , +� Qu 0 0 '0 2 4-.- C O 0 _C O +' U.0ua+u 0 C= (a C >o N U C 0— V) N t 0 0�o0u E '>, c; =; 0 C 0 O N N 0 O 0U•U40- 4_4- � �- Oa)CCra 79.2 r_ v CN ;N C-0 to Ln 00-0"0 C - n - m 3 a Q�U0u L L 0) Ln -0 fa u 0 NSE C L C Q :3 fa 0.04_ O Z,t 0� .L .ILS � O (n •C Rau U �•� -C,6 o 0 N O N C 0 L N a1 .!✓ o -0 r a 4- L L E C O o C " u c M viu(u0C C0•4r'inon 0U-C•`^'C v'_,EE0 E � 4-1 0 v' 4.-j (a on L vui•3 Q0 N L >�04-'E o'ouono N N C RS u a) ca •.- a --J — fa u000,E 03�a� 0. Vl aI 0 '_ L L N y -C N CO •C a..' L � Z.03 c `n "� ca 4-J U on 0 to 0uraa(„ .3,o,L� u Rs L a}, a'LE _ra (a CN E L, 0 on 0 N in C O Q) 0E_v� 00U on C a1 O 0 C CA �u a0, E'�.0a E0°- v 4- A 4_, —0C a 0.- N +, +-+ ..0 0 � ta-E}'C L C > Ou m NOTE: FINAL COLORS AND FINISHES TO BE SELECTED BY OWNER ROOM FINISH FINISH SCHEDULE INSTALLED BY MANUFACTURER - COFFEE SHOP - FIRST FLOOR SHOP G.C. G.C. -SECOND TBD TBD FLOOR CPT -1 CARPET TILE ROOM ROOM FLOOR TBD TBD ROOM ROOM FLOOR CEILING WALLS WALLS REMARKS NUMBER NAME FLOOR MATERIAL FLOOR BASE CEILING TYPE G.C. CEILING HEIGHT CEILING FINISH WALL - NORTH WALL - EAST WALL - SOUTH SC -1 WALL - WEST G.C. CEILING HEIGHT 101 CEILING FINISH WAREHOUSE SC -1 VB -1 OTD VINYL TILE VARIES - TBD CONC -PTD CONC -PTD CONC -PTD CONC -PTD BASE AT DRYWALL WALLS ONLY OBSERVATION ROOM 144 CTB -1 LOCKER ROOM CT -1 CTB -1 ACT- 1 WB -1 9'-4" WHITE G.C. GWB -PTD GWB -PTD GWB -PTD GWB -PTD GWB -PTD - GWB -PTD 145 CORRIDOR CPT -1 WB -1 GWB -PTD ACT- 1 9'-4" WHITE GWB -PTD GWB -PTD GWB -PTD GWB -PTD MEZZANINE GWB -PTD - CT -2 146 G.C. OFFICE CPT -1 WB -1 VARIES ACT- 1 9'4" WHITE WALL PAINT GWB -PTD GWB -PTD GWB -PTD GWB -PTD GWB -PTD - J 147 - OFFICE CPT -1 WB -1 ACT- 1 - 9'4" WHITE - GWB -PTD GWB -PTD GWB -PTD VB -1 GWB -PTD - 148 P3 LOBBY CT -1 WB -1 G.C. ACT -1 TBD 9'-4" P2/ WHITE GWB -PTD GWB -PTD GWB -PTD G.C. GWB -PTD - CONC -PTD 149 OFFICE CPT -1 WB -1 - ACT- 1 9'-4" WHITE HVAC CLOSET #1 GWB -PTD GWB -PTD GWB -PTD G.0 GWB -PTD - TBD 150 OFFICE CPT -1 WB -1 (FLAT) ACT- 1 GWB -PTD 9'-4" WHITE GWB -PTD GWB -PTD GWB -PTD GWB -PTD GWB -PTD - 151 OFFICE CPT -1 WB -1 ACT -1 227 9'4" WHITE VB -1 GWB -PTD GWB -PTD GWB -PTD OTD GWB -PTD - 152 P-2 COMMUNICATION CLOSET SC -1 VB -1 GWB -PTD ACT- 1 GYPSUM WAIL BOARD 9'-4" WHITE - GWB -PTD GWB -PTD GWB -PTD GWB -PTD - G.0 153 TBD CONFERENCE CPT -1 WB -1 228 ACT- 1 SC -1 9'-4" WHITE GWB -PTD GWB -PTD GWB -PTD VARIES GWB -PTD - - 154 G.C. OFFICE CPT -1 WB -1 TBD ACT- 1 9'-4" WHITE GWB -PTD GWB -PTD GWB -PTD GWB -PTD - GR 155 - BATHROOM CT -1 CTB -1 TBD GWB 9'-4" P-2 3. KNOCK -DOWN FINISH TYPICAL ALL GYP BOARD CEILINGS CT-2/GWB -PTD CT-2/GWB -PTD CT-2/GWB -PTD CT-2/GWB -PTD PLAST LAM VANITY TOP -SEE INTERIOR ELEVATIONS 156 CORRIDOR CT -1 WB -1 ACT- 1 9'4" WHITE GWB -PTD GWB -PTD GWB -PTD GWB -PTD - 157 BREAKROOM CT -1 WB -1 ACT -1 9'-4" WHITE GWB -PTD GWB -PTD GWB -PTD GWB -PTD PLAST LAM COUNTERTOP -SEE INTERIOR ELEVATIONS 158 WOMEN'S RESTROOM CT -1 CTB -1 GWB 9'-4" P-2 WHITE CT-2/GWB -PTD CT-2/GWB -PTD CT-2/GWB -PTD GWB -PTD CT-2/GWB -PTD PLAST LAM COUNTERTOP -SEE INTERIOR ELEVATIONS 159 WOMEN'S SHOWER CT -1 CTB -1 GWB 9'-4" P-2 CT -2/ GWB -PTD CT -2/ GWB -PTD CT -2/ GWB -PTD CT-2/GWB -PTD - 160 CLOSET CT -1 CTB -1 GWB 9'-4" P-2 GWB -PTD GWB -PTD GWB -PTD GWB -PTD - 161 JANITOR SC -1 VB -1 GWB 9'-4" P-2 GWB -PTD GWB -PTD GWB -PTD GWB -PTD - 162 CORRIDOR CT -1 CTB -1 ACT -1 9'-4" WHITE GWB -PTD GWB -PTD GWB -PTD GWB -PTD - 163 MEN'S RESTROOM CT -1 CTB -1 GWB 9'-4" P-2 CT-2/GWB -PTD CT-2/GWB -PTD CT-2/GWB -PTD CT-2/GWB -PTD PLAST LAM COUNTERTOP -SEE INTERIOR ELEVATIONS 164 MEN'S SHOWER CT -1 CTB -1 GWB 9'-4" P-2 CT-2/GWB -PTD CT-2/GWB -PTD CT-2/GWB -PTD CT-2/GWB -PTD - 165 CLOSET CT -1 CTB -1 GWB 9'-4" P-2 GWB -PTD GWB -PTD GWB -PTD GWB -PTD - 166 PASSAGE SC -1 VB -1 OTD VARIES - GWB -PTD GWB -PTD GWB -PTD GWB -PTD - 167 PRODUCTION ROOM SC -1 VB -1 ACT- 2 11'-0" WHITE GWB -PTD GWB -PTD GWB -PTD GWB -PTD - 168 PRODUCTION ROOM SC -1 VB -1 GWB/ACT- 2 101-011/111-01, NOTE: FINAL COLORS AND FINISHES TO BE SELECTED BY OWNER ROOM MARK FINISH SCHEDULE INSTALLED BY MANUFACTURER I.D. - COFFEE SHOP G.C. G.C. -SECOND TBD TBD FLOOR CPT -1 CARPET TILE ROOM ROOM FLOOR TBD TBD CEILING O WALLS - Uui EC -1 CONCRETE W/ EPDXY PAINT G.C. G.C. REMARKS NUMBER NAME FLOOR MATERIAL FLOOR BASE SC -1 CEILING TYPE G.C. CEILING HEIGHT - CEILING FINISH - WALL - NORTH WALL - EAST VINYL TILE G.C. WALL - SOUTH TBD TBD WALL - WEST CTB -1 223 OBSERVATION ROOM CT -1 CTB -1 TBD TBD ACT- 2 WB -1 9'-4" G.C. G.C. WHITE TBD TBD GWB -PTD Cc GWB -PTD GWB -PTD VB -1 VINYL COVE BASE GWB -PTD G.C. PLAST LAM COUNTERTOP -SEE INTERIOR ELEVATIONS 224 MEZZANINE SC -1 VB -1 CT -2 CERAMIC TILE G.C. OTD TBD VARIES TBD - PTD WALL PAINT CONC -PTD G.C. TBD GWB -PTD TBD J - - 3 - 225 MEZZANINE SC -1 VB -1 TBD TBD OTD P3 VARIES G.0 G.C. - TBD TBD GWB -PTD ACT -1 CONC -PTD G.0 G.C. TBD TBD CONC -PTD (STANDARD 90°) - - 226 HVAC CLOSET #1 SC -1 VB -1 2'x 2' VINYL ACOUSTICAL LAY -IN TILES G.0 G.C. OTD TBD - z P-2 (FLAT) GWB -PTD GWB -PTD GWB -PTD GWB -PTD - 227 HVAC CLOSET #2 SC -1 VB -1 OTD OPEN TO DECK - P-2 GWB -PTD GWB GYPSUM WAIL BOARD GWB -PTD G.C. - - TBD GWB -PTD PL -1 PLASTIC LAMINATE G.0 GWB -PTD TBD TBD - 228 STAIR #3 SC -1 VB -1 OTD VARIES � GRT -1 - G.0 G.C. GWB -PTD TBD TBD - GRANITE COUNTER TOP - - GR (SOLID SURFACE OPTIONAL) - G.C. TBD TBD TBD NOTES: 1. NOT ALL ITEMS TO BE USED THIS PROJECT 2. ORANGE PEEL FINISH TYPICAL ALL GYP BOARD WALLS 3. KNOCK -DOWN FINISH TYPICAL ALL GYP BOARD CEILINGS 4. NOTE IN WAREHOUSE THAT VINYL BASE WILL OCCUR ONLY AT GYPSUM BOARD WALLS (NOT AT EXTERIOR TILT WALLS) WHITE GWB -PTD GWB -PTD GWB -PTD GWB -PTD BASE AT DRYWALL WALLS ONLY NOTE: FINAL COLORS AND FINISHES TO BE SELECTED BY OWNER ROOM MARK FINISH SCHEDULE INSTALLED BY MANUFACTURER I.D. - COFFEE SHOP G.C. G.C. -SECOND TBD TBD FLOOR CPT -1 CARPET TILE ROOM ROOM FLOOR TBD TBD CEILING O WALLS - Uui EC -1 CONCRETE W/ EPDXY PAINT G.C. G.C. REMARKS NUMBER NAME FLOOR MATERIAL FLOOR BASE SC -1 CEILING TYPE G.C. CEILING HEIGHT - CEILING FINISH - WALL - NORTH WALL - EAST VINYL TILE G.C. WALL - SOUTH TBD TBD WALL - WEST CTB -1 223 OBSERVATION ROOM CT -1 CTB -1 TBD TBD ACT- 2 WB -1 9'-4" G.C. G.C. WHITE TBD TBD GWB -PTD Cc GWB -PTD GWB -PTD VB -1 VINYL COVE BASE GWB -PTD G.C. PLAST LAM COUNTERTOP -SEE INTERIOR ELEVATIONS 224 MEZZANINE SC -1 VB -1 CT -2 CERAMIC TILE G.C. OTD TBD VARIES TBD - PTD WALL PAINT CONC -PTD G.C. TBD GWB -PTD TBD J - - 3 - 225 MEZZANINE SC -1 VB -1 TBD TBD OTD P3 VARIES G.0 G.C. - TBD TBD GWB -PTD ACT -1 CONC -PTD G.0 G.C. TBD TBD CONC -PTD (STANDARD 90°) - - 226 HVAC CLOSET #1 SC -1 VB -1 2'x 2' VINYL ACOUSTICAL LAY -IN TILES G.0 G.C. OTD TBD - z P-2 (FLAT) GWB -PTD GWB -PTD GWB -PTD GWB -PTD - 227 HVAC CLOSET #2 SC -1 VB -1 OTD OPEN TO DECK - P-2 GWB -PTD GWB GYPSUM WAIL BOARD GWB -PTD G.C. - - TBD GWB -PTD PL -1 PLASTIC LAMINATE G.0 GWB -PTD TBD TBD - 228 STAIR #3 SC -1 VB -1 OTD VARIES � GRT -1 - G.0 G.C. GWB -PTD TBD TBD - GRANITE COUNTER TOP - - GR (SOLID SURFACE OPTIONAL) - G.C. TBD TBD TBD NOTES: 1. NOT ALL ITEMS TO BE USED THIS PROJECT 2. ORANGE PEEL FINISH TYPICAL ALL GYP BOARD WALLS 3. KNOCK -DOWN FINISH TYPICAL ALL GYP BOARD CEILINGS 4. NOTE IN WAREHOUSE THAT VINYL BASE WILL OCCUR ONLY AT GYPSUM BOARD WALLS (NOT AT EXTERIOR TILT WALLS) 1 FINISH TYPE SCHEDULE MARK DESCRIPTION SUPPLIED BY INSTALLED BY MANUFACTURER I.D. COLOR CT -1 CERAMIC TILE G.C. G.C. TBD TBD TBD � CPT -1 CARPET TILE G.0 G.C. TBD TBD TBD O - Uui EC -1 CONCRETE W/ EPDXY PAINT G.C. G.C. - - TBD SC -1 SEALED CONCRETE G.C. G.C. - - - VCT -1 VINYL TILE G.C. G.C. TBD TBD TBD CTB -1 CERAMIC TILE COVED BASE G.C. G.C. TBD TBD TBD a WB -1 4" WOOD BASE -PAINTED G.C. G.C. TBD TBD TBD Cc VB -1 VINYL COVE BASE G.C. G.C. TBD TBD TBD CT -2 CERAMIC TILE G.C. G.C. TBD TBD TBD PTD WALL PAINT G.0 G.C. TBD TBD TBD J 3 P2 CEILING PAINT G.0 G.C. TBD TBD TBD P3 DOOR FRAME PAINT G.0 G.C. TBD TBD TBD ACT -1 2' x 2' ACOUSTICAL LAY -IN TILES TEGULAR G.0 G.C. TBD TBD (STANDARD 90°) WHITE � ACT -2 2'x 2' VINYL ACOUSTICAL LAY -IN TILES G.0 G.C. TBD TBD z (FLAT) WHITE OTD OPEN TO DECK GWB GYPSUM WAIL BOARD G.0 G.C. - - TBD PL -1 PLASTIC LAMINATE G.0 G.C. TBD TBD TBD u � GRT -1 EPDXY TILE GROUT G.0 G.C. TBD TBD TBD GRANITE COUNTER TOP GR (SOLID SURFACE OPTIONAL) G.C. G.C. TBD TBD TBD NOTES: 1. NOT ALL ITEMS TO BE USED THIS PROJECT 2. ORANGE PEEL FINISH TYPICAL ALL GYP BOARD WALLS 3. KNOCK -DOWN FINISH TYPICAL ALL GYP BOARD CEILINGS 4. NOTE IN WAREHOUSE THAT VINYL BASE WILL OCCUR ONLY AT GYPSUM BOARD WALLS (NOT AT EXTERIOR TILT WALLS) 1 C-OJj al.( C H 4- L O 10 a) i W V) L 0 j C c=v3H �cuuE 'EL.� U E aN o c E-18:1 E ' L N �Eo.� o E C O >+ C0c0 >-0 (1) :3 0 u E c>:, L. � � (v 0= Uc ,�^ L � O Q) -0Q U4�p Q tj -� (z U� H N ru-F,�� 0ua)Lei +-' U � a�J-COrcs �LQO- T'� L- L a) = L- A_j .0 4-J Wo cco .L C L m L n. " O -0 u mu 0 -0 C H a) p�MN� an= E L +� U C roO UU4�.r� C c LL. N 1'd ��0`'00 Q C U U 0p_v)NL on L) C (J C a) -0 4-1 ..0 '>. O O 4-1 ra .0 N -0 a— u•L c ooa0r0 N L L_ 4j N 0,000 au c 0 -C:Ha;4_o ocLo.&J u._oL�� a �= N0W�o c u c aJV 0= 3:=t, •Nrap., ,-o C:w ru a) c .a) — E, + u 0 'p .LOCO aJ ca 1.J N N L_"o.uO Ea a(D�cm --a:50>, Q O.. raLn fl. 4-1 L � a N C E C i CQ C rCO�4-UO 4�M"p o-0 LL C C ._. a i aj ra > c:O N •C--: CVs C ono - 6 U 'L. =. Q C O NO�^CO L Ln aJ L p -pert+ +-• C -p •L L fu u O 3 O 4b E O O 0 C� V M .�..j � ,A4-JaJ0C C on N.� -E0 QL-O Ec4a tea)' c0 Nit L0 L Q" u CLai " 0-0 u Ono U N C (0 aJ ra . - u C� (a C 'J.J Y 4-J m a)Cpp,r_ Q) C 3 H a) a3:C•-� a)0 — L >NM:u C N N� N 0 C LO "'-v�>.0 ra +.j Ln Con O (A ra C U m avi 'L -p u racaJL. E _0 N ra aC cE on•0 -C C � .4 L. J L cE-v°'(D O'0LpCU C QJ 0 '(A 4+ O = i.+ to a E'c.QQ 0 0. 4- 4-1 c C �" C O.O N a) (u L C >uo aL_ , , , , - EQUIPMENT BY OWNER GANESH COFFEE SHOP - EQUIPMENT LIST ITEM NUMBER QTY MACHINE DESCRIPTION, MANUFACTURER, MODEL NO DIMENSIONS & WEIGHT ELECTRIC GAS DUCTING OR WATER DRAIN VACUUM AIR PROVIDED INSTALLED CONNECTED REMARKS EXCHAUST BY BY BY EQ -1 2 PROBAT BURNS ROASTER - G120 16.51 x 7.2'W x 9.3'H 3 -PH 208-240/480/600V 8,500,000 BTU/ HR OD: 1-18" & 1-14" s EQ -2 2 MILL GRINDER-700FX 67"L x 26"W x 82.75"W "3 PH 230V/54A & 460V/27A 10 HP (7.5Kw) WATER-COOLED @ 50 or 60hz" EQ -3 2 K -CUP MACHINE 151 x 12'W x 5.5'H 1 -PH 240V/60A EQ -4 2 All -FILL (FORM, FILL & SEALING) 61 x 6'W x 10'H 3 -PH 240V/30A EQ -5 1 GREEN COFFEE SILO/ BLENDER 12' DIAMETER SILO 18' HIGH 240V 30Amp HORIZONTAL TANK MODEL; 80 -GAL EQ -6 1 FLAVORED COFFEE MIXER 31 x 6'W x 5'H 1 -PH 240V/30A MODEL # EQ -7 1 AIR COMPRESSOR 6.5'L X 2.5'W X 4.5'H; 1078 LBS 1 -PH 230V/10A EQ -8 3 DRAG MOTOR -CONVEYOR 6.51 X 25W X 4.5'H 3 -PH 460V/10A EQ -9 2 WEIGHT FILLER 3'L x 4'W x'6'H 1 -PH 120V/20A EQ -9 ALT 1 WEIGHT FILLER 3'L x 6'W x 5'H 3 -PH 230V/30A EQ -9 ALT 1 WEIGHT FILLER 3'L x 6'W x 5H ' 3 -PH 230V / 30A EQ -10 1 CASE ERECTOR 61 x 3'W x 5'H 1 -PH 230V/30A EQ -11 1 ESPRESSO MACHINE 22"L x 22"W x 21"H 1 -PH 220V/20A - EQ -12 1 ESPRESSO MACHINE 23"L x 33"W x 23"H 1 -PH 220V/30A EQ -13 2 ESPRESSO GRINDER 4"L x 8"W x 16"H 1 -PH 120V/20A EQ -14 1 PALLET WRAPPER 52%x 52"W x 110"H NOT CONFIRMED , , , , c_0 o0 ,/, 4-, a) 0-00Q) c�0))� CtA cV� � o= N v08 E 42 �cL E= �u E tAoc -0 E ' L cu01-u 4 Tm c ocM5, c .0 c � 0 0- 4-1 E�a" u) c L ^mou u oc.oL -1 �4.j tA 0 u a) in =3 Z, a -vi :c o a L - n. CL a) 0 0 a) 4-Jres on, -, F. ^� o ,� c3(u Un3u�, m.o 0 0 4-1 nn -c E �~ u 4 -J -v u'C c w� cc a a) L 0 4-J Q4-1 o00 c uu .° �L'v c o N-0 c _.U•Cc O o< O c0 In a� Oc O •ro o 0 C C3. U C 'n 24- •� oc:Eot u .0 U 4-1U 'co: :a< (cu: :8 (ZoL>o N u a) c c (D 4-J 0=- :_a 0 .N M O y-' O on 0 c -� c E-:5uc oco �O n3 N N L Q U a) �� E� a)J m o -Q -Q •° o a-J'i c0-p�pN 0 -c -m a ca)N M -C HLE a=3 cao°4-o >.u•^ 0-p Cf2_20-c'-' >cUN.- -0con fLS U=oc u 0 m�so�:o 1 -LE aj o"o� r.11 U c N 4cj: O C co.�v►Nan 0 u -c'c N�LEO Q L- a) Ern =vwt; kD ';co uc` 0. L 0 3 - o -� > 00 4-j O'0uOno u-O'c_ro OL ��cLf C vc-41 ooE uc3Na) 6=0= .c ,m.0 N Cc: -E�o c a co " a cuj80-N ?�-0,c: u Nfa fCS Nco: c •on a) 'A 0 =c`Ji c E -v Q) :3 �'.pcu on c a) .o '� °) O L t! v •-- i E'�.o< E0 �_n 4-Ho°�' :v c c f00 a 0.o 0) +-c L -c 'S >°c`" 1000 GENERAL NOTES: 1. STRUCTURAL CONTRACT DOCUMENTS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. REVIEW ALL DOCUMENTS FOR OPENINGS, DEPRESSIONS, EQUIPMENT WEIGHTS AND LOCATIONS, EMBEDDED ITEMS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL CONTRACT DOCUMENTS. 2. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER OF RECORD BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. 3. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. 4. DO NOT SCALE DRAWINGS. 5. DETAILS LABELED "TYPICAL DETAILS" ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE DRAWINGS CAN BE DETERMINED BY THE TITLE OF DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT THEY ARE REFERENCED AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL DETAILS SHALL BE DETERMINED BY THE ENGINEER OF RECORD. 6. STRUCTURAL CONSTRUCTION DETAILING NOT SPECIFICALLY SHOWN SHALL BE PERFORMED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIALS. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS. 7. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL AND STRUCTURAL CONTRACT DOCUMENTS AND REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS. 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE AND SAFETY. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. THE STRUCTURAL ENGINEER'S OBLIGATIONS TO REVIEW SHOP DRAWINGS AND OTHER SUBMITTALS AND TO RETURN THEM IN A TIMELY MANNER ARE CONDITIONED UPON THE PRIOR REVIEW AND APPROVAL OF THE SHOP DRAWINGS OR SUBMITTALS BY THE CONTRACTOR AS REQUIRED IN THE CONSTRUCTION CONTRACT. 10. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF SCHUCHMANN STRUCTURAL ASSOCIATES IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN GENERAL ACCORDANCE WITH THE DESIGN INTENT OF THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHALL NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK PERFORMED. 11. A FIELD REPRESENTATIVE OF EACH DELEGATED ENGINEER SHALL PERFORM SITE OBSERVATIONS (ONE MINIMUM) AS REQUIRED TO DETERMINE IF THE WORK OF THE DELEGATED ENGINEER IS PROCEEDING IN GENERAL CONFORMANCE WITH THE INTENT OF THE SHOP DRAWINGS PREPARED AND SUBMITTED BY THE DELEGATED ENGINEER. A WRITTEN FIELD OBSERVATION REPORT SHALL BE SUBMITTED TO THE ENGINEER OF RECORD NOTING CONDITION OF WORK. 12. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO OBTAIN LIFESPAN AND TO ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED PROGRAM OF MAINTENANCE SHALL BE ESTABLISHED BY THE OWNER. THIS PROGRAM SHALL INCLUDE ITEMS SUCH AS, BUT NOT LIMITED TO, PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATINGS FOR CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE, AND PRESSURE WASHING OF EXPOSED STRUCTURAL ELEMENTS EXPOSED TO A CORROSIVE (SALT) ENVIRONMENT OR OTHER HARSH CHEMICALS, 13. FINISH FLOOR ELEVATION (FIRST FLOOR) OF 0"-0" IS USED AS A REFERENCE ELEVATION. SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION. 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS AND USE OF CAD FILES BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR OR MATERIAL SUPPLIER IN LIEU OF INDEPENDENT PREPARATION OF SHOP DRAWINGS IS PROHIBITED. 1060 DESIGN LOADS: 1. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2014 EDITION AS SUPPLEMENTED BY LOCAL AMENDMENTS. 2. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED IN ACCORDANCE WITH THE AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2010 EDITION (ASCE 7-10): ROOF LOAD: LIVE LOAD..............................................20 PSF COLLATERAL LOAD ALLOWANCE............ 5 PSF METAL ROOF PANELS AND PURLINS..... 4 PSF 1060 DESIGN LOADS (CONT'D.): MEZZANINE FLOOR LOAD: LIVE LOAD.............................................100 PSF COLLATERAL LOAD ALLOWANCE............ 5 PSF PARTITION LOAD ALLOWANCE............ 5 PSF FLOOR DEAD LOAD................................50 PSF ALL ADDITIONAL LIVE AND DEAD LOADS SHALL BE DETERMINED AND SPECIFIED BY THE METAL BUILDING MANUFACTURER AND THE OWNER. WIND: WIND SPEED: Vult = 140MPH, Vasd = 108MPH RISK CATEGORY = II IMPORTANCE FACTOR = 1.0 EXPOSURE "C" ENCLOSURE CLASSIFICATION = ENCLOSED (MAIN BUILDING) GCpi = t0.18 (MAIN BUILDING) WIND DIRECTIONALITY FACTOR Kd = 0.85 SEE SHEET SO.03 FOR COMPONENTS AND CLADDING PRESSURES 1330 SHOP DRAWING REVIEW: 1. SHOP DRAWINGS SHALL ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN ON THE CONTRACT DOCUMENTS. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. REVIEW OF SUBMITTALS AND SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THE SHOP DRAWINGS. 2. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND MARKED "APPROVED" PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. NON -CONFORMING DRAWINGS SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 3. SHOP DRAWING SUBMITTALS SHALL BE SUMITTED IN A DIGITAL, PDF FORMAT ONLY. ONE REVIEWED AND COMMENTED DIGITAL SET WILL BE RETURNED FROM WHICH THE CONTRACTOR SHALL MAKE PRINTS AS REQUIRED FOR DISTRIBUTION. 4. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER OF RECORD. 5. CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS SHALL BE CLEARLY FLAGGED AND NOTED. THE PURPOSE OF THE RE -SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER OF RECORD REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE -SUBMITTAL. CONTRACTOR IS RESPONSIBLE FOR COSTS CAUSED BY MULTIPLE RE -SUBMITTALS (MORE THAN ONE) AT ARCHITECTS/ENGINEERS CURRENT HOURLY RATES. 1331 SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS: 1. THE FOLLOWING SYSTEMS AND COMPONENTS AS A MINIMUM REQUIRE FABRICATION AND ERECTION DRAWINGS PREPARED BY A DELEGATED REGISTERED PROFESSIONAL ENGINEER: A. PRE-ENGINEERED METAL BUILDINGS OR ASSEMBLIES B. PRE-ENGINEERED METAL HAND RAILS 2. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND DRAWINGS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY THE SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED. 3. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION AND CONTROL OF THE DELEGATED REGISTERED PROFESSIONAL ENGINEER. 4. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. COMPUTER PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR PROPER EVALUATION. SUCH DESCRIPTIVE INFORMATION SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT AS AN INDICATION THAT HE/SHE HAS ACCEPTED RESPONSIBILITY FOR THE RESULTS. THE STRUCTURAL ENGINEER OF RECORD WILL RETAIN ONE SIGNED AND SEALED SET FOR THEIR RECORDS. 5. DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION AND INSTALLATION (SUCH AS REINFORCING STEEL SHOP DRAWINGS OR STRUCTURAL STEEL ERECTION DRAWINGS) AND REQUIRING NO ENGINEERING, DO NOT REQUIRE THE SEAL OF A REGISTERED PROFESSIONAL DELEGATED ENGINEER. 6. CATALOG INFORMATION ON STANDARD PRODUCTS DO NOT REQUIRE THE SEAL OF A DELEGATED REGISTERED PROFESSIONAL ENGINEER. 7. REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS LIMITED TO VERIFYING THE FOLLOWING: A. THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED. B. THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED BY THE DELEGATED REGISTERED PROFESSIONAL ENGINEER. C. THAT THE DELEGATED REGISTERED PROFESSIONAL ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AND HAS USED THE SPECIFIED STRUCTURAL CRITERIA. (NO DETAILED CHECK OF CALCULATIONS WILL BE MADE). 1331 SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS (CONT'DA D. THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS IS CONSISTENT WITH THE CONTRACT DOCUMENTS. (NO DETAILED CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE). 8. SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE REVIEWED. 1333 SUBMITTALS: 1. ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL. 2. THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS: A. STRUCTURAL STEEL FRAMING B. STRUCTURAL STEEL CONNECTIONS C. LIGHT GAUGE METAL FRAMING D. LIGHT GAUGE METAL MEMBER CONNECTIONS E. CONCRETE MIX DESIGNS F. FOUNDATION REINFORCING STEEL G. PRE-ENGINEERED METAL BUILDINGS (*) H. PRE-ENGINEERED METAL HAND RAILS (*) ITEMS MARKED (*) SHALL HAVE SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT. 2310 FOUNDATIONS - W/SOIL REPORTS: SEE THE FOLLOWING REPORT FOR COMPLETE GEOTECHNICAL RECOMMENDATIONS AND INSTALLATION PROCEDURES. SITE PREPARATION AND FOUNDATION INSTALLATION SHALL COMPLY WITH: REPORT No.: G15144 PREPARED BY: BECHTOL ENGINEERING AND TESTING, INC. TITLE: PRELIMINARY GEOTECHNICAL STUDY GANESH NORTH COMMERCIAL/INDUSTRIAL DEVELOPMENT DATE: NOVEMBER 19, 2015 FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF. 1. NO CONCRETE FOR SLABS -ON -GRADE SHALL BE PLACED WITHOUT AN INSPECTION OF THE SUBGRADE AND A WRITTEN AUTHORIZATION BY THE ARCHITECT OR SOILS ENGINEER TO PROCEED WITH THE PLACEMENT OF THE SLAB. 2. EARTHWORK OPERATIONS SHALL BE PERFORMED UNDER THE DIRECTION OF A PROFESSIONAL TESTING AGENCY TO ASSURE COMPLIANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORT. 3. EXCAVATIONS FOR FOOTINGS SHALL BE CUT TRUE TO LINE AND GRADE. THE SIDES OF ALL FOOTINGS SHALL BE FORMED. WHERE SOIL CONDITIONS ARE SUCH THAT THE SIDES OF THE EXCAVATION WILL STAND FIRM, VERTICAL AND SQUARE, THE SIDES OF THE FOOTING MAY BE CAST DIRECTLY AGAINST THE EARTH PROVIDED OVERALL FOOTING WIDTH IS INCREASED BY ONE INCH IN EACH HORIZONTAL DIRECTION. 3302 CONCRETE: 1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 (CURRENT EDITION), "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS BELOW. 2. CONCRETE SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: LOCATION STRENGTH SLUMP MAX AGGREGATE FOUNDATIONS 3,000 PSI 4-6" #57 (3/411) RETAINING WALL 4,000 PSI 4-6" #57 (3/411) SLABS ON GRADE 4,000 PSI 4-6" #57 (3/411) TILT -UP PANELS 4,000 PSI 4-6" #57 (3/411) OTHER STRUCTURAL CONCRETE 4,000 PSI 4-6" #57 (3/411) 3. CONCRETE FOR THE SLAB ON GRADE SHALL DEVELOP A MINIMUM FLEXURAL STRENGTH OF 570PSI. THIS SHALL BE DETERMINED BY TESTING STANDARD BEAMS IN ACCORDANCE WITH ASTM C78-64 CURED AT FIELD CONDITIONS. 4. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION AND SHALL IDENTIFY ITS INTENDED USE WITHIN THE PROJECT. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. 5. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. 6. THE MAXIMUM TIME ALLOWED FROM THE TIME MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THAT NOTED ABOVE. REV. 5 - UPDATED SHEET REV.5 UPDATED SHEET REV. 5 - UPDATED SHEET REV. 5 - NEW SHEET REV. 5 • NEW SHEET REV. 5 - UPDATED SHEET REV. 5 - NEW SHEET REV. 5 - UPDATED SHEET REV. 5 - NEW SHEET REV. 5 - NEW SHEET REV. 5 - NEW SHEET REV. 5 - NEW SHEET REV. 5 - NEW SHEET REV. 5 - NEW SHEET REV. 5 - UPDATED SHEET ZEV. 5 - NEW SHEET REV. 5 - UPDATED SHEET ZEV. 5 - UPDATED SHEET ZEV. 5 - UPDATED SHEET ZEV. 5 - UPDATED SHEET ZEV. 5 • UPDATED SHEET ZEV. 5 - UPDATED SHEET ZEV. 5 - UPDATED SHEET ZEV. 5 - UPDATED SHEET ZEV. 5 - UPDATED SHEET ZEV. 5 - UPDATED SHEET tEV. 5 - UPDATED SHEET tEV. 5 - UPDATED SHEET ;EV. 5 • NEW SHEET ,EV. 5 - UPDATED SHEET ,EV. 5 - UPDATED SHEET ,EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - NEW SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET :V. 5 - NEW SHEET -V. 5 - NEW SHEET , , , , STRUCTURAL DRAWING INDEX SHEET NUMBER SHEET TITLE S0.01 STRUCTURAL GENERAL NOTES AND DRAWING INDEX S0.02 STRUCTURAL GENERAL NOTES S0.03 WIND PRESSURE DIAGRAM 51.01 PARTIAL FOUNDATION - SLAB ON GRADE PLAN S1.02 PARTIAL FOUNDATION - SLAB ON GRADE PLAN 51.03 PARTIAL FOUNDATION - SLAB ON GRADE PLAN S1.04 ENLARGED TRUCK WELL FOUNDATION - SLAB ON GRADE PLAN 51.05 ENLARGED MEZZANINE FOUNDATION - SLAB ON GRADE PLAN S1.06 ENLARGED MEZZANINE FOUNATION - SLAB ON GRADE PLAN 52.01 TRUCK CANOPY FRAMING PLAN S2.02 MEZZANINE AND PARKING CANOPY FRAMING PLAN S2.03 MEZZANINE FRAMING PLAN S2.04 ENLARGED TRUCK WELL CANOPY FRAMING PLAN S3.01 PARTIAL ROOF FRAMING PLAN S3.02 PARTIAL ROOF FRAMING PLAN S3.03 PARTIAL ROOF FRAMING PLAN 54.01 FOUNDATION - SLAB ON GRADE DETAILS 54.02 FOUNDATION - SLAB ON GRADE DETAILS S4.03 FOUNDATION - SLAB ON GRADE DETAILS 54.04 FOUNDATION - SLAB ON GRADE DETAILS 54.05 FOUNDATION - SLAB ON GRADE DETAILS 54.06 FOUNDATION - SLAB ON GRADE DETAILS S4.07 FOUNDATION - SLAB ON GRADE DETAILS 55.01 MEZZANINE AND ROOF FRAMING DETAILS 55.02 ROOF FRAMING DETAILS 55.03 MEZZANINE FRAMING DETAILS S5.04 MEZZANINE FRAMING DETAILS 55.05 MEZZANINE FRAMING DETAILS 55.06 MEZZANINE FRAMING DETAILS S5.07 MEZZANINE FRAMING DETAILS S5.08 TRUCK WELL CANOPY FRAMING DETAILS 56.01 STEEL PIECE DETAILS 56.02 STEEL PIECE DETAILS T0.01 TILT -UP PANEL CASTING LAYOUT PLAN T1.01 PARTIAL TILT -UP PANEL DIMENSIONAL CONTROL PLAN T1.02 PARTIAL TILT -UP PANEL DIMENSIONAL CONTROL PLAN T1.03 TILT -UP PANEL EDGE AND CORNER DETAILS T1.04 TILT -UP PANEL ASSEMBLY DRAWING T1.05 TILT -UP PANEL ASSEMBLY DRAWING T2.01 TILT -UP PANEL LAYOUT - P01 -P05 T2.02 TILT -UP PANEL LAYOUT - P06 -P11 T2.03 TILT -UP PANEL LAYOUT - P12 -P17 T2.04 TILT -UP PANEL LAYOUT - P18 -P23 T2.05 TILT -UP PANEL LAYOUT - P24 -P29 T2.06 TILT -UP PANEL LAYOUT - P30 -P35 T2.07 TILT -UP PANEL LAYOUT - P36 -P41 T2.08 TILT -UP PANEL LAYOUT - P42 -P47 T2.09 TILT -UP PANEL LAYOUT - P48 -P53 T2.10 TILT -UP PANEL LAYOUT - P54 -P59 T2.11 TILT -UP PANEL LAYOUT - P60 -P65 T2.12 TILT -UP PANEL LAYOUT - P66 -P71 T2.13 TILT -UP PANEL LAYOUT - P72 -P77 T2.14 TILT -UP PANEL LAYOUT - P78 -P83 T2.15 TILT -UP PANEL LAYOUT - P84 -P89 T2.16 TILT -UP PANEL LAYOUT - P90 -P95 T2.17 TILT -UP PANEL LAYOUT - P95 -P102 T2.18 TILT -UP PANEL LAYOUT - P103 -P109 111.01 TILT -UP PANEL REINFORCING - P01 -P05 111.02 TILT -UP PANEL REINFORCING - P06 -P11 111.03 TILT -UP PANEL REINFORCING - P12 -P17 R1.04 TILT -UP PANEL REINFORCING - P18 -P23 111.05 TILT -UP PANEL REINFORCING - P24 -P29 I 111.06 TILT -UP PANEL REINFORCING - P30 -P35 I R1.07 TILT -UP PANEL REINFORCING - P36 -P41 I R1.08 TILT -UP PANEL REINFORCING - P42 -P47 I 111.09 TILT -UP PANEL REINFORCING - P48 -P53 I 111.10 TILT -UP PANEL REINFORCING - P54 -P59 I 111.11 TILT -UP PANEL REINFORCING - P60 -P65 I 111.12 TILT -UP PANEL REINFORCING - P66 -P71 f 111.13 TILT -UP PANEL REINFORCING - P72 -P77 R1.14 TILT -UP PANEL REINFORCING - P78 -P83 f 111.15 TILT -UP PANEL REINFORCING - P84 -P89 f 111.16 TILT -UP PANEL REINFORCING - P90 -P95 111.17 TILT -UP PANEL REINFORCING - P96 -P102 R1.18 TILT -UP PANEL REINFORCING - P103 -P109 f LB1.01 LIFTING AND BRACING P01 -P02 f LB1.02 LIFTING AND BRACING P03 -P06 LB1.03 LIFTING AND BRACING P07 -P10 LB1.04 LIFTING AND BRACING P11 -P14 LB1.05 LIFTING AND BRACING P15 -P18 LB1.06 LIFTING AND BRACING P19 -P22 LB1.07 LIFTING AND BRACING P23 -P26 LB1.08 LIFTING AND BRACING P27 -P30 LB1.09 LIFTING AND BRACING P31 -P34 LB1.10 LIFTING AND BRACING P35 -P38 LB1.11 LIFTING AND BRACING P39 -P42 F LB1.12 LIFTING AND BRACING P43 -P46 LB1.13 LIFTING AND BRACING P47 -P50 F LB1.14 LIFTING AND BRACING P51 -P54 F LB1.15 LIFTING AND BRACING P55 -P58 LB1.16 LIFTING AND BRACING P59 -P62 LB1.17 LIFTING AND BRACING P63 -P66 LB1.18 LIFTING AND BRACING P67 -P70 LB1.19 LIFTING AND BRACING P71 -P74 LB1.20 LIFTING AND BRACING P75 -P78 LB1.21 LIFTING AND BRACING P79 -P82 LB1.22 LIFTING AND BRACING P83 -P86 LB1.23 LIFTING AND BRACING P87 -P90 LB1.24 LIFTING AND BRACING P91 -P94 LB1.25 LIFTING AND BRACING P95 -P98 LB1.26 LIFTING AND BRACING P99 -P102 LB1.27 LIFTING AND BRACING P103 -P106 R LB1.28 LIFTING AND BRACING P107 -P109 R REV. 5 - UPDATED SHEET REV.5 UPDATED SHEET REV. 5 - UPDATED SHEET REV. 5 - NEW SHEET REV. 5 • NEW SHEET REV. 5 - UPDATED SHEET REV. 5 - NEW SHEET REV. 5 - UPDATED SHEET REV. 5 - NEW SHEET REV. 5 - NEW SHEET REV. 5 - NEW SHEET REV. 5 - NEW SHEET REV. 5 - NEW SHEET REV. 5 - NEW SHEET REV. 5 - UPDATED SHEET ZEV. 5 - NEW SHEET REV. 5 - UPDATED SHEET ZEV. 5 - UPDATED SHEET ZEV. 5 - UPDATED SHEET ZEV. 5 - UPDATED SHEET ZEV. 5 • UPDATED SHEET ZEV. 5 - UPDATED SHEET ZEV. 5 - UPDATED SHEET ZEV. 5 - UPDATED SHEET ZEV. 5 - UPDATED SHEET ZEV. 5 - UPDATED SHEET tEV. 5 - UPDATED SHEET tEV. 5 - UPDATED SHEET ;EV. 5 • NEW SHEET ,EV. 5 - UPDATED SHEET ,EV. 5 - UPDATED SHEET ,EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - NEW SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET EV. 5 - UPDATED SHEET :V. 5 - NEW SHEET -V. 5 - NEW SHEET , , , , c"oo0 o-05� c: � CA -a �0+_� N -0 Ln aoLa� o OU E E� N L U E'(i^oC .E -a C- L N A) -a 4-4 �ra C 0 c: C.0 Co '> (D ��ou E>,ua) C L •'" ^ 0= UC.vi .CCwo L�mO Q4-J ra u Ln LA 0UUv' -1 4-1 L L Q Q v�(u"a L4� a)oo(u 4-1 pj� cC0 4-1 .� .� .a'c��n c��:E -v u u UOru '0.Q C.O v, C o�a�a OCT E m m O a-' u + -0 -J V, ALN a0o oo �u o U=v C= -o -0- N-0 0- N -0 c-' u•c C 00<0M N L L Vf C000a' o.cu�a� a 0 OC:Eo+1 4-1 (D a c� m' �o>u o N0 C U C (D N O� 3JZ (AN •MD�O an 1_ E'S,+� u n ' a� N y fa i 0.V 42oE42 PCru CC-v«S oo-a,�C' 0-. 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FOUNDATION SCHEDULE FOUNDATION MARK FOUNDATION SIZE SEE PLAN 575,_0» DEPTH LENGTH x WIDTH SPF -2.5 12" 2'-6" x 25,_0„ 25,_0„ 25'_0» ?5'-0" �5'-n" TO GRID LINE 1 ��'-n" ��'..n" ��,_�„ ,,�,_,,,, �f a, not x TO GRID 13 2 4 S1.02 S4.01 - - WF -3.0 WF- 3.0 - - - WF -3.0 -------------- - - - - - - -------------------------------------- -------------------- I olo I I I I 1 Y I ww I I Iw Q� I I I I Iw Q I 4 I I I JIJ I I I oma I I I I I CD M0- 2z I I Id-ZDcn I I I I I-� o I I I I I o I 1 < I I I n - I I I I I I I I I 1 11 r2, ------�--------I--------f---------�.-----------------1-------- ----- ----- ----- ---- -I- - - --I - - f-- - - + - 11111 s1.02 I I I I I I Io I I I I I I 1 I I I I i 1-I I I I I I I I I I II ---+--------i--------I---------}---------- 1--------I-'---------I----------I--------I---------}----- -- i 2 I I I I I I I I I s1.oLS4.64 I I I I I I 1 II I I I I I I I I i �_1.._.� r--i••-� r--I--� r--r-� r r--}--� I I I I I I I I I I I I I I I I I I I II ----- ®-�-----1--1-----1- --1--- 1- ® -1 ---1- � -1--- I- ®--1----�-- ® -1----1- ®--�----i- ® --1----1- ® �----- 1- I I I I I I I I I I I I I I I I I I I II J L_J L_.L_J _ L_.L_J L_1_J L_.L_J L_1_J LJ L_.L_J F-12.5 1 F-12.5 1 F-12.5 1 F-12.5 1 F-12.5 1 F-12.5 1 F-12.5 1 F-12.5 1 F-12.5 I F-12.5 I (_1,_0») I (_1,_0„) I (_1,_o„) I (_1,_0») I (_1,_0») 1(_1,_0„) I (_1)_o») 1(_1,_0„) 1(_1,_0») 1(_1,_0„) i i I I I I I II I II II. 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SEE PLAN FOR REVISED JOINT LAYOUT. FOUNDATION/SLAB ON GRADE PLAN NOTES: 1. REFER TO SHEET S1.01 FOR FOUNDATION/SLAB ON GRADE PLAN NOTES. 2. REFER TO SHEET S1.02 FOR FOUNDATION SCHEDULE. NOTE: PLACE ALL SETTING PAD FOUNDATIONS (SPF-) AT T/FOUNDATION EL: (-) 6'-4" BELOW TYPICAL FINISHED FLOOR ELEVATION OF 0'-0". SETTING PAD FOUNDATIONS USED FOR INITIAL PLACEMENT AND ALIGNMENT OF TRUCK WELL PANELS. FOUNDATION/SLAB ON GRADE PLAN SCALE: 1/16 $)4 -oft BUILDING KEY PLAN SCALE: 1/128"=l' -O" EL: 0'-0" (REF.) FOUNDATION SCHEDULE FOUNDATION MARK FOUNDATION SIZE SEE PLAN FOUNDATION REINFORCEMENT DEPTH LENGTH x WIDTH SPF -2.5 12" 2'-6" x 2'-6" NOT REQUIRED SPF -2.5x4.0 12" 4'-0" x 2'-6" NOT REQUIRED F-4.0 12" 4'-0" x 4'-0" (4)-#4 EACH WAY BOTTOM F-4.5 12" 4'-6" x 4'-6" (5)-#5 EACH WAY BOTTOM F -4.5x7.5 16" 7'-6" x 4'-6" (6)-#5 LONGITUDINAL BOTTOM (9)-#5 TRANSVERSE BOTTOM F-5.5 14" 5'-6" x 5'-6" (6)-#5 EACH WAY BOTTOM F-6.5 14" 6'-6" x 6'-6" '.8)-t5 EACH WAY BOTTOM F -6.5A 16" 6'-6" x 6'-6" (8)-#5 EACH WAY BOTTOM F-7.5 16" 7'-6" x 7'-6" (10)-#5 EACH WAY BOTTOM F-8.0 20" 8'-0" x 8'-0" (7)-#5 EACH WAY TOP AND BOTTOM F-10.0 30" 10'-0" x 10'-0" (8)-#6 EACH WAY TOP AND BOTTOM F -10.0x13.0 30" 13'-0" x 10'-0" (8)-#6 LONGITUDINAL TOP & BOTTOM (10)-#6 TRANSVERSE TOP & BOTTOM F-11.0 30" 11'-0" x 11'-0" (9)-#6 EACH WAY TOP AND BOTTOM F-12.5 30" 12'-6" x 12'-6" (10)-#6 EACH WAY TOP AND BOTTOM TDS-1.0 12" CONT. x 1'-0" (2)-#4 LONGITUDINAL BOTTOM #4 ®36" O.C. TRANSVERSE BOTTOM WF -3.0 20" CONT. x 3'-0" (7)-#5 LONGITUDINAL TOP & BOTTOM #4 CLOSED STIRRUPS @48" O.C. TRANSV. WF -3.5 16" CONT. x 3'-6" (4)-#5 LONGITUDINAL BOTTOM #4 ®36" O.C. TRANSVERSE BOTTOM WF -6.0 20" CONT. x 6'-0" (11)-#5 LONGITUDINAL TOP & BOTTOM (9)-#5 TRANSVERSE TOP & BOTTOM NOTE: PLACE ALL SETTING PAD FOUNDATIONS (SPF-) AT T/FOUNDATION EL: (-) 6'-4" BELOW TYPICAL FINISHED FLOOR ELEVATION OF 0'-0". SETTING PAD FOUNDATIONS USED FOR INITIAL PLACEMENT AND ALIGNMENT OF TRUCK WELL PANELS. FOUNDATION/SLAB ON GRADE PLAN SCALE: 1/16 $)4 -oft BUILDING KEY PLAN SCALE: 1/128"=l' -O" EL: 0'-0" (REF.) T/ FINISH FLOOR EL: SEE PLAN T/ FOUNDATION NORTH 180° n cv0Oo rv.vcv, 4- ``- a 0-0 on c c „N on rn o° 3�s N ,E-v3N c L a �aiccE 4-1L ami onE� E0a E� E ' L N a0�'u 4- 4-J c.o cc A > N L c�0u E>,ua cL m41 o .c u -J - (U on -a La;ra0 a4-1-o-r- mu- 0 r- rou0 u a N a-' >` 4-1 a�•v au2rC L�-no- �4-J.0 �� °C cco .` c 4-1 L m a L .c Y ra n . o 'A -v c��:c urcu>, E o0-0 c N a praNN on= E 4-ju4-1-0 cc a L L N r a°000 cu u 0 on y =3 c -c .acj,.,--'wo 4-J ro N -0 OOL•0M �a� coLo�a, O.CU�Lf.- a .o arc C: N�4-.•� oc_co� U.0 O c-0 a 0 rO c L > u N o a a cucav^ CA mo"',0 a u E 4-Ju� '.LOCO a N N f0 ` D u a 40 0 � a �acCM -Q�•°o u c�N 00-0L0 CL V) Lna. a Cc: vN aa4a:~c .o�raua NLE "Cc LaQC to02�.0 �.u.0 o -o c �� 1 >c:ULn -"!v=con rt3u 0•C r.6 o o 0 - -w 0 2 L L E 00o wo V) c: c O 'N on N�LE0 oa EcaL =va•3co � N -J uon L L Q Cl 41 >�0 O '0 u Ono u N-O•c E cac•� mr acoo,= ` C Ln a3�^� ,c o to = N � 0 .- .- 0 -v 3 4- Ln -0 tA c(�+�u oAONE� c u rCf f� Vf _u tz c Z^ •0 on 0Nco cEiSwo O�OCN on cao'V; O t }' N •'- N 4 L u N E'�:aQ O . p_ E oa coa�ia) a *4-J+' s c Cc mw ■k 20 21 150'-0" W 23 1 1 251-011 25 -0 of25 -0 25-01f 251-011 251-01' 24 I I •1 I I � � � 1 1 1 I 1 I I 1CD (-1'-0") 'SF, (_3,_0„) --'0-1)-S' -5-0-' ---- ------- .---(-5- 0„) ,SF(- 1_0») _ J oWF-3.0 I I . . 'i L------------------ o ----------------------------------------------------------- r - ----------•-r --- ------------------------- 1 -- -- r_---� - I S1.0354.07 I ------ ---------- ----------� I WF11--3.5 5 -0 1 4 1.0S4.S 03 I S 1.03 S4.03 l� `��+ I I �� ?s+ o I I I �� o s J6, 6, 6 I I J s o I `st- I I `s�-6 I I `Q,,O I I I ' I o� o C) - I I I I I 1 I I I I N i-------{ -------4--------I------ I-------�}------- -- - I 2 O I I O M I I 51.03S4.67 LL_ tK F' ' ' ? I I I I +'` � ,r11�• � I I ,�1,• � s � �Q .�'� 1 I �Q`� . ,1 I 15Q� .�'� 6\ ��6 I I I ,h+ hP �p F • �6 s+s+ I 4 �- I ��,• I I �` I I ��,• Q, I I I 5`� �o h •S i I S1.o3 54.07 Wf -3.5 (-5'-0") 1 o I �- r` r-------I--------I---_---L--------I -- - _-------- r- - - ---j------1-TDS --- j- ---r- - _J ________ L J L. _ J 3 L J o 6" 2'-0" 2,_0» 2,_0» 2,_O„ 2'-O» 21_6» 1,_6„ s1.o3S4.o7 it 26'-7 5/811 26'-8" 26'-8 3/8" I 23,_0„ 38'-0" 801_011 0 25,_0» 1 -0 71_0» FOUNDATION/SLAB ON GRADE PLAN NOTES: 1. REFER TO SHEET S1.01 FOR FOUNDATION/SLAB ON GRADE PLAN NOTES. 2. REFER TO SHEET S1.02 FOR FOUNDATION SCHEDULE. 3. THE HSS COLUMNS SHALL BE HOT DIP GALVANIZED. REFER TO STRUCTURAL GENERAL NOTES SECTION 5120/NOTE 7 FOR ADDITIONAL INFORMATION. FOUNDATION/SLAB _ON GRADE PLAN SCALE: 1/8"=l' -O" BUILDING KEY PLAN ,i,za" EL: 0'-0" (REF.) T/ FINISH FLOOR EL: SEE PLAN T/ FOUNDATION NORTH 180° 2.8 23. II 4 I I MATCH--I+IE S .02 1 I I MACH LINE S1.02 I! S1.03S1.06 0� I MATT03E S'.-�_�_ 1 ------_ 1---_---_ 1 ---_- - MATCH LINE S- Iil LTJ 4 I L�.J I LTJ I LTJ y ' `o r _I_ r -I- o II II I I I I ! I I ! I I I I I I F� .0 L I F-11.0 L I F-11.0 F-11.0 L -I F-11.0 (_1,_o») I (-1,-0„) I (-1'-0») I (-1,-0„) I (4-0») I I r'�I I r1 I I I I I LJ I LTJ I I 2 2/4 I I I s1.o3S4.o4 1 1 I I;"2'4 S1.03 mr S4.01( I I I 1 I I 151.03 S4.01 1 ------ ----------I•---------1--------•I--------4----- - f - �I ( 41_01, I I I I I 41_0» I I� 00 POUR -BAC I j A OUR -BACK I o ! I STRIP FLOOR CONSTRUCTION OR U I STRIP ! I ® I I CONTRACTION JOINTS (TYP). o m REFER TO DETAIL 4/S4.05. II w i i I oCL-� 1.03 S4.03 a- ---- - - - --- 1,- - - - - -- - or o"F(1WF-3.0 3,_�„� 7'0 _013) ,S (-3-o) ,) - +�o)'-1" 10'_0» '-6" 10,_0„ 0 oWF-3.5 (-1'-0") o �1 -r---_ QLu r----- �" mm:�I 1 - a1 s o1 I o o ` ,I I a71- CDP CD I I I �r� I I �• LQ I I I N } I� ;I N IS- �I �J1 -0 N G _SI I-- co CtK41 w C) COZ n 9 A FOUNDATION/SLAB ON GRADE PLAN NOTES: 1. REFER TO SHEET 51.01 FOR FOUNDATION/SLAB ON GRADE PLAN NOTES. 2. REFER TO SHEET S1.02 FOR FOUNDATION SCHEDULE. 3. REFER TO DETAILS 3/S4.03 AND 4/54.03 FOR SECTIONS THROUGH THE TILT -UP PANELS AND FOUNDATION AT AND AWAY FROM THE SETTING PAD FOUNDATIONS. 4. REFER TO CIVIL DRAWINGS FOR DUMPSTER SLAB ON GRADE THICKNESS AND REINFORCING. DUMPSTER FOUNDATION PLAN SCALE: 1/8 11=1 I-011 D NOTE - REV. 3 - 03/14/2017: DUE TO THE REVISED SLAB ON GRADE REINFORCING PROVIDED, THE SLAB CONTRACTION/CONSTRUCTION JOINT SPACING HAS BEEN BEEN ROUGHLY DOUBLED. SEE PLAN FOR REVISED JOINT LAYOUT. FOUNDATION/SLAB ON GRADE PLAN NOTES: 1. REFER TO SHEET S1.01 FOR FOUNDATION/SLAB ON GRADE PLAN NOTES. 2. REFER TO SHEET S1.02 FOR FOUNDATION SCHEDULE. FOUNDATION/SLAB ON GRADE PLAN SCALE: I/16"=1'-0" EL: 0'-0" (REF.) T/ FINISH FLOOR I S 1.01 � Sl. 02 EL: SEE PLAN (B 37'-6" 50'-0" 50'-0" 12'-6" T/ FOUNDATION NORTH 180° 25,_011 pe 25,_011 oe 251_011 oe 251_011 oe 251_x» oe 25,_0„ . ........ . BUILDING KEY PLAN SCALE: i/iza.-r_a. c-ojj ra .� 0 N �� a)ru oac >1 0 (3) ouc: L .Q c noil E .mac Lu E'Lan) 0c .E-0 E E� v'U `+= 4- ro c Oct?. 0 � o'CL4 c�ou E>.ua� c L Rs o s U0"Oi 4o^ c-. u �0 cts u 0ua)'^ 4 0c a� UL LLao- 4-J.0 4-J 01 0 0 0 on j � c .0 c LC�OI- I- It I-n c3�s E }' E�0-0 0Q)'0 �0� pIn iaNN on= E u 4-J ~ u =3m A0 4-Jc-0 I,J5 N J .0 4- 0 a°000 �u u 0 N 0 L �NaU u O.c 0 41N-0 c-'u•Cc 00,<0 M N L L•� Vf o.c°�a� 0-u0c CV1 di 4_ ,0 oc:co� u.ou4-Ju + + L c N c: -a a) 0 0 vU 0 N O cUc:Qj O� 3s H N r� .o ,, o �on �� E'-.4-' u� c O c O � V Vf OOO•u0 E4-' � N O C;� Ln '0�•01� N c c 00--000 aaM=�. L L- c N H ON4+4-,C .0 M E N -o�,InLE c: c< MO:2o 4-u0 >,, u ..-. � C � -c: cQv >) 0 C O11 c-ouuo'C =_6 o o N 0 N c N L Ln ?, dl jr o -0 tj 4 - m M O 3:40 - " :OL L E pOo�40- V u c m Ou 1N 0A 0 Ewa 'ONc0 N a; 4 i c:3 u r 0- In. - L3: ru c c >"0-6, 0 o-0uOno � v,c'ccEc 0 .0 uaOo,c �c3:Na� � L N N 0.- b, .0 3 u .0 N - ,0 H �cO-.-o L�.0 3:4-- c: 9.0 cucac.� u L L E -0 N cE Noon 4-J CU L (0 aE-6a)= O'OOCU O .c +-i N •N �L R! u ai E'C.0Q _E°Qoau .o c c ,_+ f2 co.o�o N 4-J ^ = c 4-J ,t0 -0 4-j c >u ate' 0 r -- E.3 :.3� d - E.6 E.9 F 0o F.2 a W � e Lu � r- 4 z \ C14 I� Z (EXTENTS OF MEZZANINE) Q \ O N \ � � I N c DC3) V MEZZANINE FRAMING PLAN NOTES: 0 Ln N1. O 1. FLOOR CONSTRUCTION: 3 1/2" (TOTAL THICKNESS) N PROVIDE SUPPLEMENTAL MISCELLANEOUS ANGLE - - N \ � DECK PERIMETER ANGLE W U . ........ . . .. .. . .I oo - O 00 C) AROUND PEMB COLUMNS AT MEZZANINE LEVEL. (n F- z CN \ _ CU Q CONFORM METAL DECK. PROVIDE 1 1/4" TALL i� I ......... . . ....... . I I CIO BOLSTERS TO CENTER WELDED WIRE FABRIC WITHIN °' co u) NOTE: � N � w� F�- CONCRETE THICKNESS. I I ¢ L -6x3 1/2x5/16 x CONT. U `j 1 W Q DOCUMENTS FOR MEZZANINE FRAMING LAYOUT. v 0- V) U) - CVLi - 3314 "WELDED WIRE FABRIC" FOR ADDITIONAL 8. W :-I V _ ZR n �n� n S2.031S5.03 I 16'-3 1 4" 8'-8 3 4" 12'-5 1 4" 12'-6 3/4 " 17'-7 3 4" 7'-4 1 4" 13'-1 3 4" 11'-10 1 /4" 8'-7 3/4" 16'-4 1 /411 F-1 3/4 20'-10 1 /4" 01.# "d 9 1/4" I I 9 1/4" 1 148'-5 1/2" 116 (EXTENTS OF MEZZANINE) 15,_6" 21'-2" 30'-2 1/219 20'_6„ 7e 20,_6„ 201_611 2014" 1 1 3'-2 1/2" 3'-0' 1 2'-11 1/2" 2'-11 1/2" I 2'-11 1/ 12 11 2'-11 1 /2" I 2'-11 1/2 1' 2'-11 1/2" I 2'-11 1/2" 2'-6 1/2 1 15_6„ 21,-2" 24'-0" 14'-7" vi LFv14,_7„1 Fv 14'_7„ 14'_7„ I*,] L F L#'I (8) SPACES AT 3'-0"O.C. 1 1 1(5) SPACES AT 2'-11 "O.C. 1 (5) SPACES AT 2)_11100. Cl 1 1(5) SPACES AT 2'-11 "O.C. (5) SPACES AT 2'-11"04 1I VAI 1 1 II r,3 DECK PERIMETER ANGLE DIAPHRAGM CHORD REINF: DECK PERIMETERANGLE1 2 L -10x3 1 /2x14GA. x CONT (5)-#5 x CONT. SPACED L-3 1/20 1 2x1 4 x ONT. S2. 3 S51.05 S2.03 S5.05 S251.05I sT 7" I I -T I I I T I I 4 ,o • ft 'o •. 0 ` �•_mAft ir ::. W � e 28-11 1/2 r- 4 C14 I� Z (EXTENTS OF MEZZANINE) Q Q ON N \ W N V MEZZANINE FRAMING PLAN NOTES: W :71 Ln N1. O 1. FLOOR CONSTRUCTION: 3 1/2" (TOTAL THICKNESS) N PROVIDE SUPPLEMENTAL MISCELLANEOUS ANGLE t N DECK PERIMETER ANGLE W FRAMING TO SUPPORT METAL DECK AS REQUIRED . ........ . . .. .. . .I oo - - 00 C) AROUND PEMB COLUMNS AT MEZZANINE LEVEL. (n F- z CN \ _ CU Q CONFORM METAL DECK. PROVIDE 1 1/4" TALL W ......... . . ....... . W^ BOLSTERS TO CENTER WELDED WIRE FABRIC WITHIN 7. I ^ CV NOTE: � N � w� F�- CONCRETE THICKNESS. I I ¢ L -6x3 1/2x5/16 x CONT. TO STRUCTURAL CONSTRUCTION `j 1 W r - DOCUMENTS FOR MEZZANINE FRAMING LAYOUT. v 0 S2.0 V) - CVLi - 3314 "WELDED WIRE FABRIC" FOR ADDITIONAL 8. - O - N INFORMATION. LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OFFIC PRODUCTI ON E3. Y FRAMING LAYOUT PLAN 0 o FOR INTERIOR NON-BEARING PARTITION WALLS NOT SHOWN ON PLAN. N C-4 I � Q s2. 3 s .ob 5316 "NON -COMPOSITE STEEL FORM DECK" FOR DECK Q _ _ _ _ = = = INDICATES (5)-#5 x CONTINUOUS DIAPHRAGM s2. 3 0- V) .06 EL: 13'-6" (REF.) INFORMATION AND FASTENING REQUIREMENTS. UD - s2. 31s S2.031S5.03 I 16'-3 1 4" 8'-8 3 4" 12'-5 1 4" 12'-6 3/4 " 17'-7 3 4" 7'-4 1 4" 13'-1 3 4" 11'-10 1 /4" 8'-7 3/4" 16'-4 1 /411 F-1 3/4 20'-10 1 /4" 01.# "d 9 1/4" I I 9 1/4" 1 148'-5 1/2" 116 (EXTENTS OF MEZZANINE) 15,_6" 21'-2" 30'-2 1/219 20'_6„ 7e 20,_6„ 201_611 2014" 1 1 3'-2 1/2" 3'-0' 1 2'-11 1/2" 2'-11 1/2" I 2'-11 1/ 12 11 2'-11 1 /2" I 2'-11 1/2 1' 2'-11 1/2" I 2'-11 1/2" 2'-6 1/2 1 15_6„ 21,-2" 24'-0" 14'-7" vi LFv14,_7„1 Fv 14'_7„ 14'_7„ I*,] L F L#'I (8) SPACES AT 3'-0"O.C. 1 1 1(5) SPACES AT 2'-11 "O.C. 1 (5) SPACES AT 2)_11100. Cl 1 1(5) SPACES AT 2'-11 "O.C. (5) SPACES AT 2'-11"04 1I VAI 1 1 II r,3 DECK PERIMETER ANGLE DIAPHRAGM CHORD REINF: DECK PERIMETERANGLE1 2 L -10x3 1 /2x14GA. x CONT (5)-#5 x CONT. SPACED L-3 1/20 1 2x1 4 x ONT. S2. 3 S51.05 S2.03 S5.05 S251.05I sT 7" I I -T I I I T I I 4 ,o • ft 'o •. 0 ` �•_mAft ir ::. 2 18x 18x 18x 8x3 100 x " N CME 4 3 2 DECK PERIMETER ANGLE N I 1 ;, oL-601 /2x5/16 x CONT. LO S .03 S5.64 S2.03 S5.04 S2.03 S5.04 W - 1 1 3 T T •T S2.03S5.T6I I S2.03 S5.04 I I I I Y z I I Mx 00 N 4 2x19 (11p, 8-1/2") W12xh 9 13'-$ 2" 2.03S5.04 5 4 DECK PERIMETER ANGLE S2.03 S5.04 S2.03 S5.05 L -6x3 1/2x5/16 x CONT. 0 cn c NC,4O \ \ rn r� I r- 4 S2.03 S5.03 °O d - N N W 37'-4" 28-11 1/2 Z Z (EXTENTS OF MEZZANINE) (EXTENTS OF MEZZANINE) VA Q N MEZZANINE FRAMING PLAN NOTES: 1. FLOOR CONSTRUCTION: 3 1/2" (TOTAL THICKNESS) 6. PROVIDE SUPPLEMENTAL MISCELLANEOUS ANGLE t DECK PERIMETER ANGLE FRAMING TO SUPPORT METAL DECK AS REQUIRED . ........ . . .. .. . oo O 6x6-W2.9xW2.9 WWF OVER 1.00 (1") 26 GAUGE AROUND PEMB COLUMNS AT MEZZANINE LEVEL. CONFORM METAL DECK. PROVIDE 1 1/4" TALL ......... . . ....... . BOLSTERS TO CENTER WELDED WIRE FABRIC WITHIN 7. JOIST MANUFACTURER SHALL PROVIDE JOIST BRIDGING .... NOTE: w� F�- CONCRETE THICKNESS. AS REQUIRED TO COMPLY WITH SJI AND OSHA L -6x3 1/2x5/16 x CONT. TO STRUCTURAL CONSTRUCTION W DOCUMENTS FOR MEZZANINE FRAMING LAYOUT. v 2. REFER TO STRUCTURAL GENERAL NOTES SECTION cD 3314 "WELDED WIRE FABRIC" FOR ADDITIONAL 8. O - N INFORMATION. LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OFFIC PRODUCTI ON E3. Y FRAMING LAYOUT PLAN o FOR INTERIOR NON-BEARING PARTITION WALLS NOT SHOWN ON PLAN. x w s2. 3 s .ob 5316 "NON -COMPOSITE STEEL FORM DECK" FOR DECK 9• _ _ _ _ = = = INDICATES (5)-#5 x CONTINUOUS DIAPHRAGM s2. 3 ss .06 EL: 13'-6" (REF.) INFORMATION AND FASTENING REQUIREMENTS. - s2. 31s .os CHORD REINFORCING SPACED AT 3"O.C. PROVIDE A JOIST BEARING w 36" MINIMUM LAP SPLICE WHERE REQUIRED. REFER S CHUCH1\ 00 EL: 14'-0" (REF.) AT ALL EXTERIOR EDGES OF MEZZANINE AND AROUND z Z TO DETAILS FOR ADDITIONAL INFORMATION. N T/ FINISH FLOOR ALL MEZZANINE PENETRATIONS. 'M} 7560 RED BUG LAKE RO, A OVIEDO. FLORIDA 32765 TEL: 407.542.1280 o \� I I N 00 20K7 " 0 ;I 2 mv I d- L,_ O N - Y I S2.03 S5.04 `V C/)� a' N Z N r,�- - - --- - - - - - - - - - - - - - - - - - ---- I I x S2. 3ba04 _ 2 18x 18x 18x 8x3 100 x " N CME 4 3 2 DECK PERIMETER ANGLE N I 1 ;, oL-601 /2x5/16 x CONT. LO S .03 S5.64 S2.03 S5.04 S2.03 S5.04 W - 1 1 3 T T •T S2.03S5.T6I I S2.03 S5.04 I I I I Y z I I Mx 00 N 4 2x19 (11p, 8-1/2") W12xh 9 13'-$ 2" 2.03S5.04 5 4 DECK PERIMETER ANGLE S2.03 S5.04 S2.03 S5.05 L -6x3 1/2x5/16 x CONT. 0 cn c NC,4O \ \ rn r� I r- 4 S2.03 S5.03 °O d - N N \ I \ NI o 00 0 r - W z J CD 0 ��.�;-CE -\,-- .0 .3 W W Z J a Of U 0 F W 37'-4" 28-11 1/2 Z Z (EXTENTS OF MEZZANINE) (EXTENTS OF MEZZANINE) VA Q N MEZZANINE FRAMING PLAN NOTES: 1. FLOOR CONSTRUCTION: 3 1/2" (TOTAL THICKNESS) 6. PROVIDE SUPPLEMENTAL MISCELLANEOUS ANGLE t NORMAL WEIGHT CONCRETE SLAB REINFORCED WITH FRAMING TO SUPPORT METAL DECK AS REQUIRED . ........ . . .. .. . oo O 6x6-W2.9xW2.9 WWF OVER 1.00 (1") 26 GAUGE AROUND PEMB COLUMNS AT MEZZANINE LEVEL. CONFORM METAL DECK. PROVIDE 1 1/4" TALL ......... . . ....... . BOLSTERS TO CENTER WELDED WIRE FABRIC WITHIN 7. JOIST MANUFACTURER SHALL PROVIDE JOIST BRIDGING .... NOTE: w� F�- CONCRETE THICKNESS. AS REQUIRED TO COMPLY WITH SJI AND OSHA NEW SHEET ADDED TO STRUCTURAL CONSTRUCTION W DOCUMENTS FOR MEZZANINE FRAMING LAYOUT. v 2. REFER TO STRUCTURAL GENERAL NOTES SECTION cD 3314 "WELDED WIRE FABRIC" FOR ADDITIONAL 8. O - N INFORMATION. LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OFFIC PRODUCTI ON E3. AREA MEZZANINE FRAMING LAYOUT PLAN \ I \ NI o 00 0 r - W z J CD 0 ��.�;-CE -\,-- .0 .3 W W Z J a Of U 0 F ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO,FL - 32803 PH 407 897 5461 ARCHSOLVE@ADLCOM 1111■ ■mill w w w. a r c h d y n c 0 m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT __._._.._.___.___�.__....._...__..... �� 20 JULY 2016 REV.: SLAB ON GRADE REINFORCING 03 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.® 77777 22 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD. A5 10 MAY 2017 .� CONSTRUCTION CO. GEMERAL CONTRACTOR r Z N � Q M J_ Q Q 0 Lu 0 w 0 Ln W Z 00W W �17 :�E w O Q z t ^ t� V I %Moe ENGINEER SEAL / SIGNATURE ■ JONATHON T. SCHUCHMANN FL P.E. 60256 ,�rrrrul u►���� Y. Scy 1•,, , ve NO 0 66 ' Z0 • • Y ^ S TE OF00 designed: CO /JTS drawn: KRG / JTS reviewed: JTS `e project code: 20-16-1197 SHEET INFORMATION MEZZANINE FRAMING A k PLAN 37'-4" 28-11 1/2 82'-2" (EXTENTS OF MEZZANINE) (EXTENTS OF MEZZANINE) VA (EXTENTS OF MEZZANINE) MEZZANINE FRAMING PLAN NOTES: 1. FLOOR CONSTRUCTION: 3 1/2" (TOTAL THICKNESS) 6. PROVIDE SUPPLEMENTAL MISCELLANEOUS ANGLE NORMAL WEIGHT CONCRETE SLAB REINFORCED WITH FRAMING TO SUPPORT METAL DECK AS REQUIRED . ........ . . .. .. . 6x6-W2.9xW2.9 WWF OVER 1.00 (1") 26 GAUGE AROUND PEMB COLUMNS AT MEZZANINE LEVEL. CONFORM METAL DECK. PROVIDE 1 1/4" TALL ......... . . ....... . BOLSTERS TO CENTER WELDED WIRE FABRIC WITHIN 7. JOIST MANUFACTURER SHALL PROVIDE JOIST BRIDGING .... NOTE: CONCRETE THICKNESS. AS REQUIRED TO COMPLY WITH SJI AND OSHA NEW SHEET ADDED TO STRUCTURAL CONSTRUCTION SPECIFICATIONS. DOCUMENTS FOR MEZZANINE FRAMING LAYOUT. 2. REFER TO STRUCTURAL GENERAL NOTES SECTION 3314 "WELDED WIRE FABRIC" FOR ADDITIONAL 8. REFER TO ARCHITECTURAL DRAWINGS FOR - INFORMATION. LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OFFIC PRODUCTI ON E3. AREA MEZZANINE FRAMING LAYOUT PLAN FOR INTERIOR NON-BEARING PARTITION WALLS NOT SHOWN ON PLAN. REFER TO STRUCTURAL GENERAL NOTES SECTION BUILDING KEY PLAN • "_ I-011 SCALE. 1 /8 1_ NORTH 180° 5316 "NON -COMPOSITE STEEL FORM DECK" FOR DECK 9• _ _ _ _ = = = INDICATES (5)-#5 x CONTINUOUS DIAPHRAGM -0 SCALE: 1/128"=V-0" EL: 13'-6" (REF.) INFORMATION AND FASTENING REQUIREMENTS. - CHORD REINFORCING SPACED AT 3"O.C. PROVIDE A JOIST BEARING 5. REFER TO PLAN AND DETAILS FOR PERIMETER ANGLE 36" MINIMUM LAP SPLICE WHERE REQUIRED. REFER S CHUCH1\ EL: 14'-0" (REF.) AT ALL EXTERIOR EDGES OF MEZZANINE AND AROUND TO DETAILS FOR ADDITIONAL INFORMATION. STRUCTURAL As: T/ FINISH FLOOR ALL MEZZANINE PENETRATIONS. 'M} 7560 RED BUG LAKE RO, A OVIEDO. FLORIDA 32765 TEL: 407.542.1280 ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO,FL - 32803 PH 407 897 5461 ARCHSOLVE@ADLCOM 1111■ ■mill w w w. a r c h d y n c 0 m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT __._._.._.___.___�.__....._...__..... �� 20 JULY 2016 REV.: SLAB ON GRADE REINFORCING 03 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.® 77777 22 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD. A5 10 MAY 2017 .� CONSTRUCTION CO. GEMERAL CONTRACTOR r Z N � Q M J_ Q Q 0 Lu 0 w 0 Ln W Z 00W W �17 :�E w O Q z t ^ t� V I %Moe ENGINEER SEAL / SIGNATURE ■ JONATHON T. SCHUCHMANN FL P.E. 60256 ,�rrrrul u►���� Y. Scy 1•,, , ve NO 0 66 ' Z0 • • Y ^ S TE OF00 designed: CO /JTS drawn: KRG / JTS reviewed: JTS `e project code: 20-16-1197 SHEET INFORMATION MEZZANINE FRAMING A k PLAN coo° 4... 0 O'DNi fa N M Cain 3 O� ra c=v3� C L N ° Q) cE 16 NcPC Eo 'Cn 0C E v°J E w o 4 'u M c ocM>, c.0 ccs ) °''ate -v � 0 E>,uv aL- o .c .O u NOOQ OAS 4-1 uaiMo ra u -r ouQN a�u2fa Las - Li NL L -04j 0)0oo Cco ^ L coL Qi -C Y fCS C- ^LO�-D C��.0 .D N N 4a •E•O'0� Q NC N N E L- 4-J ~ u O ft1 0 u .� 'C7 4 H N L N 4-J Q O 0 0 O u u .r V N 0 LO C C =>+.4-JQJO {''fC=N-0 C-'u'CC O O Q O f� L L- O,0O41 ON a 0C 0 04-J U.- a,,, v �roQ ra0`NO CuCNN O 3L N N fao� 0 O C.0 C i E.- , u 0 =p40 C0 4-1 Vf N �LO.vN `'0'`Oro ru� ONCCf� -O O.0 N N v, J CC-0«SN 00-0L0 a'�f0 = 0 4-1 C N N N QJ 4--- C N i E C LN. CQC «3004 U >.u•^ 0-v 1-JlCS >a8CA•- �Vu�C O N N C LLn >+0L 0 .a ^ 4.."j 4.1 0 L 0 E ai oo4-1 0�au V ua vi 4'w .o C o • u; V q 011 0 - .N 'c 'z;; :: Q) EQ a� -aQ)*3c0 N }; C0 L Q >[2o� � 0,0uOno aj N 'C fa C 0 ff3 •.- v4 -1Y4-1 a)coO,E a 03Na, L�3on•^� 0 0= ,.0 > N O u N N o N '0 .0 - O � =�'c3 N.6 C >,Lj C M t'' Oo��— fCi a N �-cr . u CNL•- . fLa fo ,., , E 'Z3N�'a''C N•O LCC 6 C E-0 ci o:LO- cu - On C W,o'N 0=+-' N'- N 4.JL n3 u c E'c�Q Ela - a 4- N o �cc Co.oQ)o rr- 'aauE > u M 2 In • 016 20 21 22 23 1 ?5'-0" 1 95'-n" I 9�'-n" I r)l;'-n" I r)r,-n„ I r)w-n„ 24 TRUCK WELL CANOPY FRAMING LAYOUT PLAN SCALE: 1/8"=l' -O" EL: 0'-0" (REF.) T/ FINISH FLOOR EL: SEE PLAN T/ FOUNDATION NORTH 180' TRUCK WELL CANOPY FRAMING PLAN NOTES: THE BRIDGING, FASCIA, AND ROOF SYSTEM SHALL BE PROVIDED BY THE METAL BUILDING MANUFACTURER. REFER TO APPROVED SHOP DRAWINGS FOR ADDITIONAL INFORMATION. 2. PROVIDE DIAGONAL BRIDGING AT 5'-6" O.C. MAX. FASTENED TO THE PURLINS PER THE METAL BUILDING MANUFACTURER'S SPECIFICATIONS. 5. ALL STRUCTURAL STEEL FRAMING SHALL BE HOT DIP GALVANIZED. REFER TO STRUCTURAL GENERAL NOTES SECTION 5120/NOTE 7 FOR ADDITIONAL INFORMATION. 6. PROVIDE DIAGONAL BRACING AT BOTTOM CHORD OF THE W12x26 STEEL BEAMS WHERE SHOWN ON PLAN. REFER TO DETAIL X/S5.OX FOR ADDITIONAL INFORMATION. 7. PROVIDE 4x4x14GA x CONT. CLOSURE ANGLES AT TOP AND BOTTOM OF PURLINS. 8. PROVIDE 1/2" DIA. THREADED ROD CROSS -BRACING WITH MATCHING HILLSIDE WASHER AND NUT AT EACH END. Q co ro 2 CO W Z J D O:f QD OO NOTE - REV. 5: NEW SHEET ADDED TO STRUCTURAL CONSTRUCTION DOCUMENTS FOR CANOPY FRAMING LAYOUT. 3. MINIMUM SECTION PROPERTIES FOR THE 10.Ox3.OZ14 SHALL BE AS FOLLOWS: DEPTH= 10" GAGE = 14GA (0.070 IN) AREA = 1.186 IN BUILDING KEY PLAN MOMENT OF INERTIA: SECTION MODULUS: Ix = 17.368 IN SxE POSITIVE = 2.917 IN3 SCALE: 1/128"=1'-0" IY = 2.058 IN SxE NEGATIVE = 2.964 IN3 SYE = 0.485 IN3 4. MINIMUM SECTION PROPERTIES FOR THE 10.ODSE14 SHALL BE AS FOLLOWS: DEPTH = 10" GAGE = 14GA (0.070 IN) AREA = 1.326 IN MOMENT OF INERTIA: SECTION MODULUS: Ix = 20.877 IN SxE POSITIVE = 2.788 IN 3 IY = 2.675 IN SxE NEGATIVE = 2.863 IN3 SYE = 0.802 IN3 5. ALL STRUCTURAL STEEL FRAMING SHALL BE HOT DIP GALVANIZED. REFER TO STRUCTURAL GENERAL NOTES SECTION 5120/NOTE 7 FOR ADDITIONAL INFORMATION. 6. PROVIDE DIAGONAL BRACING AT BOTTOM CHORD OF THE W12x26 STEEL BEAMS WHERE SHOWN ON PLAN. REFER TO DETAIL X/S5.OX FOR ADDITIONAL INFORMATION. 7. PROVIDE 4x4x14GA x CONT. CLOSURE ANGLES AT TOP AND BOTTOM OF PURLINS. 8. PROVIDE 1/2" DIA. THREADED ROD CROSS -BRACING WITH MATCHING HILLSIDE WASHER AND NUT AT EACH END. Q co ro 2 CO W Z J D O:f QD OO NOTE - REV. 5: NEW SHEET ADDED TO STRUCTURAL CONSTRUCTION DOCUMENTS FOR CANOPY FRAMING LAYOUT. >%voo ra ,a? 0-0 �� ��� C 0 c03� �OU cE ra vvE. E'aaj oc E -0 • Ey -z) 0 0CR3T c .0 C: 0 •-J •.- —. (A (D m�ou Eua) 7+1�OU u c -y o - E.w (0 O (a u 0ua)fn Zi a.) u v-c0cc i L -0. 42 Wo OOOa) 'E, 'I` c L CO L .c ru 0. �o�•o c��:c 0a c"'aj+ t�fl� E �a O 42 a) L L N v <0o00 C U u �OV1a)L Cu c a) -o +� 4-' fa N -p 0o<0(a �L_L.+3t'A' Ooo� 4- •� C U cN 4 oc:co+., ��U °u' c-v`� o 0 cn0a)Ou CUCa)� of fo .0 +r o C:ej r- L E'S,�-' u o 0coco a) J N V1 OOO'� E 40 - a� I m- 0 o o v V; � • � CC-O�t/t O 0-0 >✓ 0 C. o- m n �2SO- au) .o�ra=a) -0Nf^i-E c>`cac ra024-0 4>-� Uo -a >Uo.- p c on favUo.r P-6 = 0 to O H C aJ `N COs O -0 +� um030 SLE 000°-) v(0uc�a NO'C CO�NOn OVL•�'C EO N�QEN E�;�a co >` S. Cr � •3 n. N a, >O+J o 'U u Ono cu-O.E E uo�cra N o 0 o c 4.J N L- (L) (L) P::; s 0=3 L- 0---- O -0 3:4- E5 :4- 5 !_ c�;-'u on O fn c u is n vi u � QJ (0 4.J E •° LA fu cE N,Opn�� O N C O L cE-�'vaai _u ca)o'�a�) o .0 of 4-J L_ U c0a)L J O'C-0Q E "-CLO a) 'v - lan a co.0vv v +� a-' .c c � .�.o 4- c c >uum" A (4)-3/4 0 F1554 GR. 36 — ANCHOR RODS x 1'-3" LONG. ANCHOR RODS MAY BE CUT HSS- COLUMN DOWN SUCH THAT TWO i THREADS REMAIN INTACT FILL-IN SLAB AT SLAB BLOCKOUT ABOVE THE TOP OF THE NUT. I 1/8" EXPANSION JOINT 1 1 /2" ALLOWANCE MATERIAL AROUND BLOCKOUT. EL: 0'-0" FOR SHIM AND GROUT T/ SLAB ON GRADE o d .•. d I d:< 4 a A d . EL: (-)1'-0" d T/ FOOTING, a d. a.• e e d' COMPACTED SUBGRADE. REFER TO z w . . Q v-, FOUNDATION/SLAB ON GRADE NOTES AND GEOTECHNICAL i I REPORT FOR REQUIREMENTS. PROVIDE 10 MIL POLY SLIP SHEET 6" MAX.BETWEEN SLAB ON GRADE AND TURN -DOWN CONCRETE ENCASING COLUMN TYPICAL COLUMN FOUNDATION DETAIL SLAB EDGE BLOCKOUT. NOTE: COORDINATE WITH CIVIL DRAWINGS AND GENERAL CONTRACTOR FOR EXTENTS OF SITE RETAINING WALLS. GALVANIZED STEEL RAILING:--.,,,, COORD. WITH GC FOR RAILING PROFILE, LAYOUT, AND EXTENTS. FASTEN TO CIP CONCRETE WALL WITH (4)-1/2" DIA. x 3 3/4" HILTI KWIK BOLT III EXPANSION ANCHORS (OR EQUIVALENT) AT EACH POST. 8" THICK CONCRETE WALL REINF.- WITH #4's ® 12" O.C. VERT. AND #4's @ 12" O.C. HORIZ. CENTERED WITHIN WALL THICKNESS. PROVIDE #4 x 4'-5" LONG DOWEL - W/ 8" STANDARD HOOK SPACED AT 12" O.C. CONTINUOUS 6" DIA. CORRUGATED PVC PIPE WITH WEEP HOLES SPACED AT 36" O.C. MAX. 0 Q CL Z C -D 8" 8" THICK CAST -IN-PLACE CONCRETE SITE WALL E CO Lu Z Er - �' 13/4 CLR. LIJ —III=111= w W/2 W/2 COVER MIN. 11—I II—I15 COVER MIN. COLUMN .. dLLJ d ca a z Q � Q • FOUNDATION LiJ = J5 I 1 1/2" Q Q, 1 1/2" �v 3 <o� POUR -BACK STRIP FURNISH HEAVY HEX TILT -UP WALL N ------- -' -------- COLUMN FOUNDATION: REFER 00 0 SEE PLAN d. NUT W/ FLAT WASHER M I I I TO PLAN AND FOUNDATION o nl ¢ HEAVY ;' :"'.' HEX MACROSYNTHETIC FIBER HOOK AROUND I I SCHEDULE FOR SIZE AND o J. SLAB -ON -GRADE BAR. SEE PANEL DRAWINGS FOR LEVELING NUT REINFORCEMENT LOCATIONS. I ��03 REINFORCING. :;,•. LOCATION. 2f_011 \ �_ i i PROVIDE #4 SLAB TIE BARS x 11'-0" EXISTING WF -3.0 SUPPLEMENTAL DRILL & EPDXY (4)-#5x2'-9" LONG @ 14" O.C. TOP FOUNDATION f ff FOUNDATION AND BOTTOM TRANSVERSE EACH SIDE OF EXISTING "coz HEAVY HEX NUT -TACK WF -3.0 FOUNDATION. USE HILTI HIT RE -500 F14ADHESIVE 7,-0„ I ANCHORING SYSTEM AND PROVIDE 12" Q WELD UNDERSIDE OF EMBEDMENT. PROVIDE (3)-#5x3'-8" LONG TOP AND I - 3/167 / z NUT TO ANCHOR ROD WF -3.0 FOUNDATION. R WALL FOOTING DETAIL AT 6" SLAB I HSS-5x5x1 /4 BASE PLATE: R -3/4"x11 "x0'-11" W/ I I (4)-1 1/16" DIA. HOLES. aQ W N \ I I I HSS-6x6x1 /4 BASE PLATE. ct ZD R-3/4"x12"x1'-opt W/ UJ CY (4)-1 1/16" DIA. HOLES. ANCHOR ROD DETAIL J _______TYPICAL SLAB BLOCKOUT:L----------�-- PROVIDE A 2'-0" DIAMETER - BLOCKOUT. SC: 1 1/2" = 1'-0" � COLUMN FOUNDATION (4)-3/4 0 F1554 GR. 36 — ANCHOR RODS x 1'-3" LONG. ANCHOR RODS MAY BE CUT HSS- COLUMN DOWN SUCH THAT TWO i THREADS REMAIN INTACT FILL-IN SLAB AT SLAB BLOCKOUT ABOVE THE TOP OF THE NUT. I 1/8" EXPANSION JOINT 1 1 /2" ALLOWANCE MATERIAL AROUND BLOCKOUT. EL: 0'-0" FOR SHIM AND GROUT T/ SLAB ON GRADE o d .•. d I d:< 4 a A d . EL: (-)1'-0" d T/ FOOTING, a d. a.• e e d' COMPACTED SUBGRADE. REFER TO z w . . Q v-, FOUNDATION/SLAB ON GRADE NOTES AND GEOTECHNICAL i I REPORT FOR REQUIREMENTS. PROVIDE 10 MIL POLY SLIP SHEET 6" MAX.BETWEEN SLAB ON GRADE AND TURN -DOWN CONCRETE ENCASING COLUMN TYPICAL COLUMN FOUNDATION DETAIL SLAB EDGE BLOCKOUT. NOTE: COORDINATE WITH CIVIL DRAWINGS AND GENERAL CONTRACTOR FOR EXTENTS OF SITE RETAINING WALLS. GALVANIZED STEEL RAILING:--.,,,, COORD. WITH GC FOR RAILING PROFILE, LAYOUT, AND EXTENTS. FASTEN TO CIP CONCRETE WALL WITH (4)-1/2" DIA. x 3 3/4" HILTI KWIK BOLT III EXPANSION ANCHORS (OR EQUIVALENT) AT EACH POST. 8" THICK CONCRETE WALL REINF.- WITH #4's ® 12" O.C. VERT. AND #4's @ 12" O.C. HORIZ. CENTERED WITHIN WALL THICKNESS. PROVIDE #4 x 4'-5" LONG DOWEL - W/ 8" STANDARD HOOK SPACED AT 12" O.C. CONTINUOUS 6" DIA. CORRUGATED PVC PIPE WITH WEEP HOLES SPACED AT 36" O.C. MAX. 0 Q CL Z C -D 8" 8" THICK CAST -IN-PLACE CONCRETE SITE WALL E CO Lu Z Er - �' 13/4 CLR. LIJ —III=111= w . ,:: COVER MIN. 11—I II—I15 COVER MIN. 2'-0" LAP (MIN.) .. dLLJ d ca a z Q � Q • .d LiJ = J5 I cn W °°. �v 3 <o� POUR -BACK STRIP CONST. JOINT, TILT -UP WALL N d.° ''; 00 0 SEE PLAN d. °• a a M TYP. SLAB REINF. : g #4 WALL TIES AT 4'-0" C/7 O ...d A WALL FOUNDATION (WF-3.OA): N o 1 � d' 3'-0 WIDE x 1'-4" THICK m ° REINFORCED WITH (3)-#4 TOP AND BOTTOM AND #4 STIRRUPS T4 o. SPACED AT 12" O.C. M 3'-0" 3'-0" MAX. RETAINED HEIGHT SITNEWE DETAIL WALL AND FOUNDATION DETAIL 3 ITE RETAINING WALL DETAIL 54.06 3/4"=1'-0" FAI EL: 0'-0" F T/ CONC. SLAB _ 0 I EL: (-)1'-0" T/ FOOTING 1 1/2" ALLOWANCE FOR - SHIMS & GROUT. GROUT FULL WIDTH AND LENGTH OF PANEL AFTER PANEL IS SET AND ALIGNED TILT -UP PANEL FOUNDATION 2 EXTERIO S1.06 S4.06 3/4"=1'-0" GALVANIZED STEEL RAILING: COORD. WITH GC FOR RAILING8» PROFILE, LAYOUT, AND EXTENTS. 8" THICK CAST -IN-PLACE FASTEN TO CIP CONCRETE WALL CONCRETE SITE WALL WITH (4)-1/2" DIA, x 3 3/4" HILTI KWIK BOLT III EXPANSION ANCHORS (OR EQUIVALENT) AT = z M EACH POST.1711 ='23 III—I jLl—i�--r ISI—I�I_T � 8" THICK CONCRETE RAMP WALL _1111 IIIII��IIIII�IIZIr REINF. WITH #4's © 12" O.C. VERT. =111- AND #4's @ 12 O.C. HORIZ. ° ' I_TII. CENTERED WITHIN WALL THICKNESS. ° �T IN 5E -� Z PROVIDE# 4 x 6'-11" LONG DOWEL _ d < e. CL W/ 8" STANDARD HOOK SPACED IIlI w J = AT 12" O.C. ° IIIIIIII: I v e Q C� FW - CONTINUOUS 6" DIA. CORRUGATED ���' Lr- = PVC PIPE WITH WEEP HOLES 4 . U �- SPACED AT 36" O.C. MAX. ° d IIIIIII "' rT11L j��l II — I d d _II- d1TT- 13/4 CLR. 9 1/4" '- INSIDE FACE OF TILT -UP PANEL 3/4" CLR. Z . ,:: COVER MIN. ME COVER MIN. 2'-0" LAP (MIN.) .. dLLJ d ca _ d n z Q • .d % d � •. . f_0» 446 cn W °°. N 3 I POUR -BACK STRIP CONST. JOINT, TILT -UP WALL PANEL d.° ''; PROVIDE REINF. TO MATCH SEE PLAN d. °• a a w'• TYP. SLAB REINF. : g #4 WALL TIES AT 4'-0" O.C. MAX. ;' :"'.' 6" #4's x CONT. 6" MACROSYNTHETIC FIBER HOOK AROUND HORIZ. REINFORCINGLOCATED AS SHOWN J. SLAB -ON -GRADE BAR. SEE PANEL DRAWINGS FOR . REINFORCEMENT LOCATIONS. :;,•. LOCATION. 2f_011 8„ �_ PROVIDE #4 SLAB TIE BARS x 11'-0" EXISTING WF -3.0 SUPPLEMENTAL DRILL & EPDXY (4)-#5x2'-9" LONG @ 14" O.C. TOP FOUNDATION f ff EL: 0'-0" F T/ CONC. SLAB _ 0 I EL: (-)1'-0" T/ FOOTING 1 1/2" ALLOWANCE FOR - SHIMS & GROUT. GROUT FULL WIDTH AND LENGTH OF PANEL AFTER PANEL IS SET AND ALIGNED TILT -UP PANEL FOUNDATION 2 EXTERIO S1.06 S4.06 3/4"=1'-0" GALVANIZED STEEL RAILING: COORD. WITH GC FOR RAILING8» PROFILE, LAYOUT, AND EXTENTS. 8" THICK CAST -IN-PLACE FASTEN TO CIP CONCRETE WALL CONCRETE SITE WALL WITH (4)-1/2" DIA, x 3 3/4" HILTI KWIK BOLT III EXPANSION ANCHORS (OR EQUIVALENT) AT = z M EACH POST.1711 ='23 III—I jLl—i�--r ISI—I�I_T � 8" THICK CONCRETE RAMP WALL _1111 IIIII��IIIII�IIZIr REINF. WITH #4's © 12" O.C. VERT. =111- AND #4's @ 12 O.C. HORIZ. ° ' I_TII. CENTERED WITHIN WALL THICKNESS. ° �T IN 5E -� Z PROVIDE# 4 x 6'-11" LONG DOWEL _ d < e. CL W/ 8" STANDARD HOOK SPACED IIlI w J = AT 12" O.C. ° IIIIIIII: I v e Q C� FW - CONTINUOUS 6" DIA. CORRUGATED ���' Lr- = PVC PIPE WITH WEEP HOLES 4 . U �- SPACED AT 36" O.C. MAX. ° d IIIIIII "' rT11L j��l II — I d d _II- d1TT- 5'-6" MAX. RETAINED HEIGHT SITE WALL AND FOUNDATION DETAIL -1 I . IIT-ua Z X. I 111=11 ME D 2'-0" LAP (MIN.) .. dLLJ d ca _ d n z Q • .d % d � •. . I cn W °°. N 3 I ° d. e e O A. d.° m 4 e d d. °• a a : g 10-011 81 1'-6" 1'-6" 3" CLR AND SCHEDULE FOR FOOTING TYP. 5'-6" MAX. RETAINED HEIGHT SITE WALL AND FOUNDATION DETAIL WALL FOUNDATION (WF-5.OA): 5-0" WIDE x 1'-4" THICK REINFORCED WITH (5)-#4 TOP AND BOTTOM AND #4 STIRRUPS SPACED AT 12" O.C. ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVE@AOLCOM w w w. a r c h d y n, c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT 20 JULY 2016 REV.: SLAB ON GRADE REINFORCING 33 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD. 4Q 22 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.Q5 10 MAY 2017 r:� r M ee CK CONSTRUCTION CO.� GMERAL CONTRACTORS N � 0 M J < 00 w 0 LLQ 0 J � Ln � U. Z ..1 0 0 W Q W LL � Z Q a Vi r% %ma ENGINEER SEAL / SIGNATURE ■ JONATHON T. SCHUCHMANN FL P.E. 60256 � E :��,t`�� � � C N SF•�Cy��� NO 0 56 16 7 .*o: �Z ��: EOF JAVA designed: CO / JTS drawn: KRG /JTS reviewed: JTS project code: 20-16-197 SHEET INFORMATION FOUNDATION - SLAB ON GRADE DETAILS LONG SPACED AT 4 -0 O.C. EXTEND X. BARS 3'-6" INTO POUR -BACK STRIP. "I 2'-0" LAP (MIN.) _ d n • .d % d � •. . .. cn W ° ° ° a ; i. d d ' 4 d: a V. 00 o COMPACTED m Iii SUBGRADE _ A. 4 e d t4 : g REFER TO FOUNDATION PLAN 1'-6" 1'-6" 3" CLR AND SCHEDULE FOR FOOTING TYP. SIZE, REINFORCEMENT AND LOCATION. 2f_011 3f-0» 2f_off SUPPLEMENTAL EXISTING WF -3.0 SUPPLEMENTAL DRILL & EPDXY (4)-#5x2'-9" LONG @ 14" O.C. TOP FOUNDATION FOUNDATION AND BOTTOM TRANSVERSE EACH SIDE OF EXISTING WF -3.0 FOUNDATION. USE HILTI HIT RE -500 F14ADHESIVE 7,-0„ ANCHORING SYSTEM AND PROVIDE 12" EMBEDMENT. PROVIDE (3)-#5x3'-8" LONG TOP AND BOTTOM LONGITUDINAL AT EACH SIDE OF EXISTING WF -3.0 FOUNDATION. R WALL FOOTING DETAIL AT 6" SLAB WALL FOUNDATION (WF-5.OA): 5-0" WIDE x 1'-4" THICK REINFORCED WITH (5)-#4 TOP AND BOTTOM AND #4 STIRRUPS SPACED AT 12" O.C. ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVE@AOLCOM w w w. a r c h d y n, c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT 20 JULY 2016 REV.: SLAB ON GRADE REINFORCING 33 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD. 4Q 22 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.Q5 10 MAY 2017 r:� r M ee CK CONSTRUCTION CO.� GMERAL CONTRACTORS N � 0 M J < 00 w 0 LLQ 0 J � Ln � U. Z ..1 0 0 W Q W LL � Z Q a Vi r% %ma ENGINEER SEAL / SIGNATURE ■ JONATHON T. SCHUCHMANN FL P.E. 60256 � E :��,t`�� � � C N SF•�Cy��� NO 0 56 16 7 .*o: �Z ��: EOF JAVA designed: CO / JTS drawn: KRG /JTS reviewed: JTS project code: 20-16-197 SHEET INFORMATION FOUNDATION - SLAB ON GRADE DETAILS CL p 4_j co .a) C `+- N O -0 WM�� COLh O � ,c-v3v f. au �cuE :vvE.c E'Noc E" . 'o- a)4 - N a) 4— 4 - 4t-- �` (EU C 00 C— CL] >v� Na''a4=1 E>,0v c L :!:' ^� Oi U o -y -v P pUa)cn Zou� v-com Lac`. CL 0)000, C OO .L c L m L .cY�a �3(5s U u T E'v O -0 Q m vOi O (, au E Lam~ u u�� 4 � a, u a°000 cu u .�tmu�a� CU c Q)•p 4--+ = 5, O 0 ' rq _C •N -0 oo�o(a 0,p00u + j L •1••J ru 4- Ciccc OO.CO�' Ulu ,.,� C 0 Q) 0 NCO N N U a — 0) " '��so�0 N U 0 OL C L {J �LOc0 1 t V " oO'ua o E 4- NE)cCry n:9•Op N N N _, O c •p t0 Vf a oa-a L_:3 Lc�OUv Vi a)0'jt-jc„, M=ua) �yNL_E CLOQO M -Z 4- o >, (-uC " 0.0 `GCU . = O v)._ � voprl P u v1 :3 C 0 LLn >,(u 0.0 '-j (�0 40.. L_f_E o�°(a4- U 1'2 u C p Vf j p .0 pC,L.N•C .N�on `EO (uE2¢�a� E0C 0q) co 76 an m cc L_ CT N �: Ia. a) >L_Q-W� p•0 u Ono uN�'Co cOrt•.- x UO0O•C �c3Na� a 0 0 .0 N IIA L N X30 c: ca on p !n C cumdv -a -c-0 u ��Qa)E , — y E ` c N0��� .c c - -- cE-va,c �,OOU an C: (U . o 'G •� 0L+, cn .N L (A E c0a)L a, E'C.0< E 2-0--o au '0�00 Co.200) a, ecc 4-J. -o 4-+ c C c >� av 1 /4,f INSIDE FACE OF TILT -UP PANEL EL: 1'-6” T/ TILT -UP PANEL MACROSYNTHETIC FIBER SLAB -ON -GRADE REINFORCEMENT (1)-#4xCONTIN000S EL: 0'-0" T/ CONC. SLAB " ,x :d a e ° _00 — I I—III-1 11- :• I—I I—III— APRON III III—II COMPACTED PAVEMENT '- I� I+� +� I I- SUBGRADE EXPANSION 6ff JOINT MATERIAL TURNED DOWN SLAB EDGE NOTE: REFER TO DETAILS 3 & 4/S4.03 FOR ADDITIONAL INFORMATION ON PANEL TO FOUNDATION EL: (-)5'-0"INTEGRATION. f.. ° T/ FOOTING _ • q v a q o , d a ° Lf7 . EMBED TILT -UP PANEL A .dam. a , : a I I II II MINIMUM OF 1 1/2" INTO ° 1 I r `- CONTINUOUS FOUNDATION. INCREASE FOUNDATION DEPTH AS REQUIRED TO MAINTAIN EMBEDMENT. TILT -UP PANEL FOUNDATION 1 f -got I 1'-g' NEW le 3'-6.. DETAIL 4q � ILT-UP PANEL AT T S1.03 S4.07 3/4"=1'-0" 3" CLR REFER TO FOUNDATION PLAN AND SCHEDULE FOR FOOTING SIZE, TYP. REINFORCEMENT AND LOCATION. RUCK WELL DETAIL EL: 0'-0" T/ CONC. SLAB EL: (-)1'-0" T/ TILT -UP PANEL MACROSYNTHETIC FIBER SLAB -ON -GRADE REINFORCEMENT (1)-#4xCONTIN000S (2)-#4xCONTIN000S #4x0'-11 "@36" 0. C. r7 a• e a ° d a CC) J � I1==1�1=I�IIIaI.II _ iJl .Ill Mi 1—_III_I LCOMPACTED U "+ k 1 I11 1I- II I^ SUBGRADE T T-1 1/4" TURNED DOWN SLAB EDGE EXPANSION 7 1 /4" JOINT MATERIAL { INSIDE FACE OF APRON TILT -UP PANEL NOTE: PAVEMENT A REFER TO DETAILS 3 & 4/S4.03 FOR ADDITIONAL INFORMATION ON PANEL TO FOUNDATION EL: (-)5'-0" ' '' ' INTEGRATION. T/ FOOTING d . _ a c e EMBED TILT -UP PANEL A .d . a , a IN d- ►� MINIMUM OF 1 1/2" INTO Al' - CONTINUOUS FOUNDATION. ° - INCREASE FOUNDATION DEPTH AS REQUIRED TO MAINTAIN EMBEDMENT. TILT -UP PANEL FOUNDATION i NEW DETAIL l� I LT -UP PANEL S1.03JS4.07� 3/4"=1'-0" S1.03IS4.07� 3/4f,=1, -0,f CD LO c):: 0 z v z •d Z o Q o C-0 z � REFER TO FOUNDATION PLAN AND 3" CLR SCHEDULE FOR FOOTING SIZE, TYP. REINFORCEMENT AND LOCATION. 3'-6" AT TRUCK WELL DETAIL FURNISH HEAVY HEX NUT W/ FLAT WASHER HEAVY HEX LEVELING NUT HEAVY HEX NUT -TACK WELD UNDERSIDE OF NUT TO ANCHOR ROD LIJ � p TYPICAL ANCHOR ROD DETAIL SC: 1 1/2" = 1'-0" COLUMN (4)-3/4"0 F1554 GR. 36 FOUNDATION ANCHOR RODS x 1'-5" LONG. HSS-5x5x1 /4 COLUMN-----, 3/16 V HSS-5x5x1 /4 BASE PLATE: R -3/4"x11 "x0'-11" W/ 1 1/2" ALLOWANCE (4)-1 1/16" DIA. HOLES. FOR SHIM AND GROUT REFER TO DETAIL 1/S406 EL: 0'-0" I FOR BASE PLATE LAYOUT. T/ CONC. SLAB lid db , a Agk EL:( -)1 f -Off e o o. d T FOUNDATION ° ' ° d d a ° A q ° 4 - I I- o d 3" CLR I— REFER TO FOUNDATION PLAN 3'-3" 3'-3" TYP. AND SCHEDULE FOR FOOTING SIZE, REINFORCEMENT AND 6'-6" LOCATION. NEW DETAIL n OLUMN DETAIL TRUCK WELL LANDING 51.0354.07 3/4"=1'-0" ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL 32803 PH 407 897 5461 COM um wuu w w w. a r c h d y n c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER 1826001339 PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT 20 JULY 2016 REV.: SLAB ON GRADE REINFORCING 33 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.® 22 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.A 10 MAY 2017 r kee," MV c K CONSTRUCTION CC1. GENERAL CONMRACTORS r c� �8} v Z b?' N M 00 W cl . W w0 W 0 .JU Ln W U. Z 0 0 =::�E 0 W U. a z a N r% %mj ENGINEER SEAL / SIGNATURE ■ JONATHON T. SCHUCHMANN FL P.E. 60256 0 11%1111 111,,,00, ' ♦ bN �� SC,y ♦♦♦♦ •• � G E N S••�C '�; • .. F •.,yam-,, • NO. 56 :�. Z- �. ��• 0 E OF fi**44p 10NAL��ol- 11111' designed: CO / JTS drawn: KRG / JTS reviewed: JTS d project code: 20-16-1197 SHEET INFORMATION FOUNDATION - SLAB ON GRADE DETAILS COLUMN (4)-3/4"0 F1554 GR. 36 PANEL PILASTER ANCHOR RODS x 1'-5" LONG. FOUNDATION HSS-5x5x1 /4 COLUMN 1 1/2" ALLOWANCE FOR SHIM AND GROUT EL: 1 f_6,f I 4 BASE PLATE: T/ TILT -UP PANEL 0'-11"W/ FREFER DIA. HOLES. TAIL 1/S406 EL: 0'-0LATE Y• LAYOUT. Alk T CONC. SLAB / d A. ,d q— _d -fie EL: (-)1,-off a T/ TILT -UP PANEL :y IL 1=III=III=III=III=III- .•.i' 'r. . .. ., •i. :.r _' :r :- I I= I I=1I IT COMPACTED -L1I=III- SUBGRADE • •;� .' .;: REFER TO FOUNDATION PLAN - :r l AND SCHEDULE FOR FOOTING • '- •. ' t 'G.•, Y•. ti• . ` SIZE REINFORCEMENT AND LOCATION. EMBED TILT -UP PANEL A MINIMUM OF 1 1/2" INTO CONTINUOUS FOUNDATION. INCREASE FOUNDATION = • r';. 1�,;.• r DEPTH AS REQUIRED TO MAINTAIN EMBEDMENT. EL: (-)5f-off s` . .. _ _ T/ FOOTING _ d Q 8 e CO EL: (-)6'-410 Iq ° a :, _ e d. a T/ SETTING PAD FTG ° A. q e •d C-4 4. 1 1/2" ALLOWANCE FOR uL d ° REFER TO FOUNDATION PLAN SHIMS & GROUT. GROUT N AND SCHEDULE FOR FOOTING FULL WIDTH AND LENGTH SIZE, REINFORCEMENT AND OF PANEL AFTER PANEL TILT -UP PILASTER ---#-� 3" CLR LOCATION. IS SET AND ALIGNED FOUNDATION TYP. 3'-3" REFER TO FOUNDATION PLAN AND SCHEDULE FOR FOOTING SIZE, 6'-6" REINFORCEMENT AND LOCATION. NEW DETAIL 3 ILT UP PANEL AT TRUCK WELL DETAIL S1.03IS4.07� 3/4f,=1, -0,f CD LO c):: 0 z v z •d Z o Q o C-0 z � REFER TO FOUNDATION PLAN AND 3" CLR SCHEDULE FOR FOOTING SIZE, TYP. REINFORCEMENT AND LOCATION. 3'-6" AT TRUCK WELL DETAIL FURNISH HEAVY HEX NUT W/ FLAT WASHER HEAVY HEX LEVELING NUT HEAVY HEX NUT -TACK WELD UNDERSIDE OF NUT TO ANCHOR ROD LIJ � p TYPICAL ANCHOR ROD DETAIL SC: 1 1/2" = 1'-0" COLUMN (4)-3/4"0 F1554 GR. 36 FOUNDATION ANCHOR RODS x 1'-5" LONG. HSS-5x5x1 /4 COLUMN-----, 3/16 V HSS-5x5x1 /4 BASE PLATE: R -3/4"x11 "x0'-11" W/ 1 1/2" ALLOWANCE (4)-1 1/16" DIA. HOLES. FOR SHIM AND GROUT REFER TO DETAIL 1/S406 EL: 0'-0" I FOR BASE PLATE LAYOUT. T/ CONC. SLAB lid db , a Agk EL:( -)1 f -Off e o o. d T FOUNDATION ° ' ° d d a ° A q ° 4 - I I- o d 3" CLR I— REFER TO FOUNDATION PLAN 3'-3" 3'-3" TYP. AND SCHEDULE FOR FOOTING SIZE, REINFORCEMENT AND 6'-6" LOCATION. NEW DETAIL n OLUMN DETAIL TRUCK WELL LANDING 51.0354.07 3/4"=1'-0" ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL 32803 PH 407 897 5461 COM um wuu w w w. a r c h d y n c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER 1826001339 PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT 20 JULY 2016 REV.: SLAB ON GRADE REINFORCING 33 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.® 22 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.A 10 MAY 2017 r kee," MV c K CONSTRUCTION CC1. GENERAL CONMRACTORS r c� �8} v Z b?' N M 00 W cl . W w0 W 0 .JU Ln W U. Z 0 0 =::�E 0 W U. a z a N r% %mj ENGINEER SEAL / SIGNATURE ■ JONATHON T. SCHUCHMANN FL P.E. 60256 0 11%1111 111,,,00, ' ♦ bN �� SC,y ♦♦♦♦ •• � G E N S••�C '�; • .. F •.,yam-,, • NO. 56 :�. Z- �. ��• 0 E OF fi**44p 10NAL��ol- 11111' designed: CO / JTS drawn: KRG / JTS reviewed: JTS d project code: 20-16-1197 SHEET INFORMATION FOUNDATION - SLAB ON GRADE DETAILS c -a 0 fa C 4~- .� y L � OZ70� C � QJ fCf �o4 N Q)Uc: L L u E'NoC E •0 ' E L. N N 040 .0 oo�>, c.- co �•�� a� .o '> N °' •Q o�ou E>,va� CLQ 0= U '� - o oQ u�(ao QruU Ln O u (u N 4-J u� ami L o v L L ��0 � on,., �a0>. 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" EL: SEE PANEL LAYOUT T/PL-5 m U-) LO EL: 15'-4" 'TB/BEAM AT 14'-0" 04 TRUCK DOORS TACK WELD BOLTS EL: 11'-4" TO PLATE AFTER W B/BEAM AT RECESSED FINAL INSTALLATION ; TRUCK WELL (4) 1/2"0 F-43 PLAIN FERRULE INSERTS AND 1 /2"Ox2 1/4" LONG A325 BOLTS FOR ATTACHMENT OF CANOPY RAFTER BEAM. PEMB CANOPY RAFTER TO TILT—UP PANEL CONNECTION S2.01 IS5.01 1 1/2"=l'—O" CONNECTION TO EMBED PLATE BY KBS TYPICAL MEZZANINE JOIST TILT—UP PANEL CONNECTIO S2.02IS5.01 3/4"=V-0" 9 1/4 10 CONTINUOUS WIND GIRT BY KBS. REFER TO SHOP DRAWINGS FOR SIZE AND CONNECTION INFORMATION. EL: 31'-10" (GRID A & E) N rn TO N VARIES INSIDE FACE OF DECK CLOSURETILT—UP PANEL ANGLE BY KBS 2 1/2" CONCRETE OVER EL: 14'-0" .'.:_':: _' 1.00 METAL DECK BY KBS T/ MEZZANINE Ile) EL: 13 IT T/ PL -7 T/ W18x35 WELD PLATE PL -7: ® N SEE PLANS/PANEL LAYOUT DRAWINGS FOR LOCATION "•. W18x35 STEEL BEAM AND CONNECTION TO EMBED PLATE BY KBS TYPICAL MEZZANINE BEAM TO TILT—UP PANEL CONNECTION S2.02 S5.01 3/4"=1'-0" VARIFS EL: VARIES INSIDE FACE OF TILT—UP PANEL METAL BUILDING ROOF PURLIN BY KBS. CONTINUOUS WIND GIRT BY KBS. REFER TO SHOP DRAWINGS FOR SIZE AND CONNECTION INFORMATION. T/ TILT—UP PANEL ��21 M I O WELD PLATE PL -3 SEE PANEL LAYOUT DRAWINGS FOR PEMB RAFTER AND--/ LOCATION CONNECTION TO EMBED PLATE BY KBS. TEMPORARY ERECTION SEAT BY KBS. PEMB RAFTER AT TILT—UP PANEL S3.01—S3.03 IS5.01 3/4"=1'-0" INSIDE FACE OF TILT—UP PANEL 6 3/4" METAL BUILDING ROOF PL -4 PURLIN BY KBS. 12 T/ TILT—UP PANEL I 1/21 EL: /21EL: 26'-2 1/2" (GRID G) T/ TILT—UP PANEL N "' ~ LO 7 1/4" ;:• CONTINUOUS PURLIN SUPPORT INSIDE FACE OF DECK CLOSURE TILT—UP PANEL DECK CLOSURE TILT—UP PANEL ANGLE BY KBS • v . •:'..::..�; 2 1/2" CONCRETE OVER „ ='-�- 1.00 METAL DECK BY KBS 2 1/2" CONCRETE OVER EL: 14'-0 1.00 METAL DECK BY KBS T/ MEZZANINE IT T/ MEZZANINE EL: 13,-8" 4 s a a a' T/ PL -1 TYPICALLY, PROVIDE A PL-1/2"x4"x7 1/2" SEE PLANS/PANEL STEEL SHIM PLATE BETWEEN EMBED PLATE WELD PLATE PL -1: ~ M x. AND WIND GIRT. WHERE GAP WIDTH SEE PLANS/PANEL VARIES, ADJUST PLATE THICKNESS IN 1/8" LAYOUT DRAWINGS INCREMENTS. STEEL SHIM PLATE SHALL FOR LOCATION BE A MINIMUM OF 1/4" THICK. 1/2" GAP FOR SHIM PLATE MEZZANINE JOIST FRAMING, JOIST SEAT ANGLE AND PEMB SIDEWALL WIND GIRT AT END WALL CONNECTION TO EMBED PLATE BY KBS TYPICAL MEZZANINE JOIST TILT—UP PANEL CONNECTIO S2.02IS5.01 3/4"=V-0" 9 1/4 10 CONTINUOUS WIND GIRT BY KBS. REFER TO SHOP DRAWINGS FOR SIZE AND CONNECTION INFORMATION. EL: 31'-10" (GRID A & E) N rn TO N VARIES INSIDE FACE OF DECK CLOSURETILT—UP PANEL ANGLE BY KBS 2 1/2" CONCRETE OVER EL: 14'-0" .'.:_':: _' 1.00 METAL DECK BY KBS T/ MEZZANINE Ile) EL: 13 IT T/ PL -7 T/ W18x35 WELD PLATE PL -7: ® N SEE PLANS/PANEL LAYOUT DRAWINGS FOR LOCATION "•. W18x35 STEEL BEAM AND CONNECTION TO EMBED PLATE BY KBS TYPICAL MEZZANINE BEAM TO TILT—UP PANEL CONNECTION S2.02 S5.01 3/4"=1'-0" VARIFS EL: VARIES INSIDE FACE OF TILT—UP PANEL METAL BUILDING ROOF PURLIN BY KBS. CONTINUOUS WIND GIRT BY KBS. REFER TO SHOP DRAWINGS FOR SIZE AND CONNECTION INFORMATION. T/ TILT—UP PANEL ��21 M I O WELD PLATE PL -3 SEE PANEL LAYOUT DRAWINGS FOR PEMB RAFTER AND--/ LOCATION CONNECTION TO EMBED PLATE BY KBS. TEMPORARY ERECTION SEAT BY KBS. PEMB RAFTER AT TILT—UP PANEL S3.01—S3.03 IS5.01 3/4"=1'-0" INSIDE FACE OF TILT—UP PANEL 6 3/4" METAL BUILDING ROOF PL -4 PURLIN BY KBS. 12 T/ TILT—UP PANEL I 1/21 EL: /21EL: 26'-2 1/2" (GRID G) T/ TILT—UP PANEL N "' ~ LO 0--' ;:• CONTINUOUS PURLIN SUPPORT TILT—UP PANEL DECK CLOSURE ANGLE BY KBS. REFER TO • v . •:'..::..�; 2 1/2" CONCRETE OVER SHOP DRAWINGS FOR SIZE AND ='-�- 1.00 METAL DECK BY KBS CONNECTION INFORMATION. EL: 14'-0" 3/1fi 4 IT T/ MEZZANINE 3/16 4 TYPICALLY, PROVIDE A PL-1/2"x4"x7 1/2" SEE PLANS/PANEL STEEL SHIM PLATE BETWEEN EMBED PLATE LAYOUT DRAWINGS ~ AND WIND GIRT. WHERE GAP WIDTH VARIES, ADJUST PLATE THICKNESS IN 1/8" MEZZANINE JOIST INCREMENTS. STEEL SHIM PLATE SHALL BE A MINIMUM OF 1/4" THICK. 1/2" GAP FOR SHIM PLATE PEMB SIDEWALL WIND GIRT AT END WALL S3.01 -S3.03 IS5.01 3/4"=1'-0" TYPICAL DECK SUPPORT ANGLE TO TILT—UP PANEL CONNECTION S2.02 IS5.01 3/4"=V-0" 0" ARIES 1 ri . %lAnirc, INSIDE FACE OF TILT—UP PANEL 1/2" GAP FOR SHIM PLATE TYPICALLY, PROVIDE A PL -1 /2"x4"x7 1/2" STEEL SHIM PLATE BETWEEN EMBED PLATE AND WIND GIRT. WHERE GAP WIDTH VARIES, ADJUST PLATE THICKNESS IN 1/8" INCREMENTS. STEEL SHIM PLATE SHALL BE A MINIMUM OF 1/4" THICK. METAL BUILDING ROOF T/ TILT—UP PANEL PURLIN BY KBS. CONTINUOUS WIND GIRT BY KBS. REFER TO SHOP DRAWINGS FOR WELD PLATE PL -2: '? ' SIZE AND CONNECTION SEE PANEL LAYOUT r f INFORMATION. . w DRAWINGS FOR LOCATION .• 3/16 4 -• ' " 3/16 4 PEMB WIND GIRT AT TILT—UP PANEL S3.01 -S3.03 IS5.01 3/4"=1'-0" 9 1/4" INSIDE FACE OF TILT—UP PANEL METAL BUILDING ROOF PURLIN BY KBS. EL: VARIES --------------- T/ PLT—UP PANEL N � J d n �— �`'"'."' CONTINUOUS PURLIN SUPPORT ANGLE AND CONNECTION TO EMBED PLATE BY KBS. REFER TO SHOP DRAWINGS FOR SIZE AND CONNECTION INFORMATION. 8 PEMB PURLIN AT TILT—UP PANEL S3.01 -S3.03 S5.01 3/4"=1'-0" (2) 5/8"0 x 6" LONG SIMPSON TITEN HD ANCHOR BOLTS PER L (4 ANCHORS PER CON PROVIDE A 6" DEEP I - DRILLED WITH A 5/8"s BIT. NOTE: REFER TO PANEL LAYOUT DRAWINGS FOR LOCATIONS AND ELEVATIONS OF CORNER ANGLE CONNECTIONS. • VARIES , 6" w CORNER ANGLE L-2: L8x8x1/2 x 1'-0" LONG FASTENED TO PANEL W/ (4) 5/8"4 CORNER ANGLEx 6" LONG SIMPSON L_2, TITEN HD ANCHORS. CONCRETE TILT—UP CORNER ANGLE (L-2) WALL PANEL BUTT JOINT 3 1 TYPICAL CORNER ANGLE DETAIL VARIES INSIDE FACE OF TILT—UP PANEL DECK CLOSURE • v . ANGLE BY KBS 2 1/2" CONCRETE OVER EL: 14'-2" ='-�- 1.00 METAL DECK BY KBS EL: 14'-0" IT T/ MEZZANINE WELD PLATE PL -1: SEE PLANS/PANEL LAYOUT DRAWINGS FOR LOCATION +' MEZZANINE JOIST FRAMING BY KBS TYPICAL DECK SUPPORT ANGLE TO TILT—UP PANEL CONNECTION S2.02 IS5.01 3/4"=V-0" 0" ARIES 1 ri . %lAnirc, INSIDE FACE OF TILT—UP PANEL 1/2" GAP FOR SHIM PLATE TYPICALLY, PROVIDE A PL -1 /2"x4"x7 1/2" STEEL SHIM PLATE BETWEEN EMBED PLATE AND WIND GIRT. WHERE GAP WIDTH VARIES, ADJUST PLATE THICKNESS IN 1/8" INCREMENTS. STEEL SHIM PLATE SHALL BE A MINIMUM OF 1/4" THICK. METAL BUILDING ROOF T/ TILT—UP PANEL PURLIN BY KBS. CONTINUOUS WIND GIRT BY KBS. REFER TO SHOP DRAWINGS FOR WELD PLATE PL -2: '? ' SIZE AND CONNECTION SEE PANEL LAYOUT r f INFORMATION. . w DRAWINGS FOR LOCATION .• 3/16 4 -• ' " 3/16 4 PEMB WIND GIRT AT TILT—UP PANEL S3.01 -S3.03 IS5.01 3/4"=1'-0" 9 1/4" INSIDE FACE OF TILT—UP PANEL METAL BUILDING ROOF PURLIN BY KBS. EL: VARIES --------------- T/ PLT—UP PANEL N � J d n �— �`'"'."' CONTINUOUS PURLIN SUPPORT ANGLE AND CONNECTION TO EMBED PLATE BY KBS. REFER TO SHOP DRAWINGS FOR SIZE AND CONNECTION INFORMATION. 8 PEMB PURLIN AT TILT—UP PANEL S3.01 -S3.03 S5.01 3/4"=1'-0" (2) 5/8"0 x 6" LONG SIMPSON TITEN HD ANCHOR BOLTS PER L (4 ANCHORS PER CON PROVIDE A 6" DEEP I - DRILLED WITH A 5/8"s BIT. NOTE: REFER TO PANEL LAYOUT DRAWINGS FOR LOCATIONS AND ELEVATIONS OF CORNER ANGLE CONNECTIONS. • VARIES , 6" w CORNER ANGLE L-2: L8x8x1/2 x 1'-0" LONG FASTENED TO PANEL W/ (4) 5/8"4 CORNER ANGLEx 6" LONG SIMPSON L_2, TITEN HD ANCHORS. CONCRETE TILT—UP CORNER ANGLE (L-2) WALL PANEL BUTT JOINT 3 1 TYPICAL CORNER ANGLE DETAIL coo 0-0 (o � c 4d Oa L O �+ c 3:.4 _, ,_ ,E-v3N N cL a) ou E L aai c E L U E'Lnoc .E-0 E N L cu 0U 41__ >, 00 �?. C.0 cD V)a O'aaO+ =3O U E >, V a) cL� �rao.c c L 4a 0 ra U LA o ua ora iLQQ a o L� L4 -J.04 -J aooa, �0 o .` 4-J L m L a� n. ^o -0 � c3�:c y E la V m U >, •B'O'O .Q "'n cu o�E �- L c a3 LL N y a°000 � U u O Ln oco-o� 4-' r<i .c N -p cU'c:c ooaora 1, L 5 N c0OOa) 0. u r a N 4-j4_,0 oc.Eo� u.ou4U "D^aca) N O O 0= 3 s N (ao�0 concu 0 Coco oo�•Eao) w a �r�� �-Q•�o a N ''A c c a nsa :Ln 4j c a L 1 Cc Q) N a) aD 4-1 c .Q1-ra.cN a N N L E cL�Qc rao��u >. u o .oD ra > 0 c'o, =.6 u0 N : N c LN ?,Ns o4'aj� a+ O'Q,C L ru 0 0 °� J racr<s 4-(u. GV u'E,o a Lazo E��a� =va�'3co + rt u an L L_ a v v >O 4-j= a U o ono uw�'cE � m uo0-c o• 2 a 'Aon L N >N��u iNNsN o.=-0 s^a� N -o c >. ��y,�V on0-g m =UraO-y 3a'C-Q U L'E •� Nraj _ cE N,Oon 0 Q) N c (uva►- �Eav� Oa0�N c a) O 'in 4-+ 0 t +'J In � E.0 0 :o a c>'[2 co,000 a�E L C >ou ate' 3/16 4 2 1/2" CONCRETE OVER 1.00 WELD PLATE 3METAL DECK REINFORCED /16 4 SEE PLANS/PANEL WITH 6x6-W2.9xW2.9 WWF r' :' . LAYOUT DRAWINGS FOR LOCATION ; K -SERIES JOIST: SEE PLAN FOR SIZE AND SPACING NEW DETAIL � ECK SUPPORT ANG S2.03 S5.03 1 "=1'-0" 2 1/2" CONCRETE INSIDE FACE OF W18x35 INSIDE FACE OF 3 4>3\ '` ... EL: 14'-0" Xl'_/4 -- TILT -UP PANEL PL -10 Y. LLJ L-3 1/2x3 1 2x1 4" x INV- 2 1/2" DECK Lij CONT. DECK CLOSURE ANGLE 2 1/2" CONCRETE OVER 1.00 . ` ai ; ' IV BEARING (MIN. EL: 14'-2 1/4 WITH 6x6-W2.9xW2.9 WWF 'T T/ PL -1 JOIST GIRDER SEAT 1 1/4" MIN. EDGE STABILIZER ANGLES: EL: 14,-0» 2-1_60 1/20/8 x DIST. TO WELD TACK WELD ANGLES TOGETHER . ' FASTEN TO L-3 1/2"x3 1 /2"x1 /4" x WALL W/ (2)-5/8"0 x 6" LONG HILTI KWIK BOLT 3 EXPANSION CONT. DECK CLOSURE ANGLE. ANCHORS IN 5/8"0 x 4 3/4" DEEP HOLE. PROVIDE 4" MIN. ; EMBEDMENT. r 11/16 0 HOLES IN ' STABILIZER ANGLES EL: 14'-2 1/4" �' 5 8 4 ENDWALLS T/ PIL Vi . T/ MEZZANINE 3/16 4 2 1/2" CONCRETE OVER 1.00 WELD PLATE 3METAL DECK REINFORCED /16 4 SEE PLANS/PANEL WITH 6x6-W2.9xW2.9 WWF r' :' . LAYOUT DRAWINGS FOR LOCATION ; K -SERIES JOIST: SEE PLAN FOR SIZE AND SPACING NEW DETAIL � ECK SUPPORT ANG S2.03 S5.03 1 "=1'-0" 2 1/2" CONCRETE INSIDE FACE OF W18x35 TILT -UP PANEL 3 4>3\ '` ... EL: 14'-0" Xl'_/4 -- T/MEZZANINE_ PL -10 Y. LLJ L-3 1/2x3 1 2x1 4" x INV- Lij CONT. DECK CLOSURE ANGLE 2 1/2" CONCRETE OVER 1.00 -' ` ai ; ' METAL DECK REINFORCED EL: 14'-2 1/4 WITH 6x6-W2.9xW2.9 WWF 'T T/ PL -1 JOIST GIRDER SEAT (WA - STABILIZER ANGLES: 3/16 4 2 1/2" CONCRETE OVER 1.00 WELD PLATE 3METAL DECK REINFORCED /16 4 SEE PLANS/PANEL WITH 6x6-W2.9xW2.9 WWF r' :' . LAYOUT DRAWINGS FOR LOCATION ; K -SERIES JOIST: SEE PLAN FOR SIZE AND SPACING NEW DETAIL � ECK SUPPORT ANG S2.03 S5.03 1 "=1'-0" 6"L L 6„ BEARING 6 .112" POCKET LE AT TILT -UP PANEL INSIDE FACE OF TILT -UP PANEL 2 1/2" CONCRETE OVER 1.00 METAL DECK REINFORCED WITH 6x6-W2.9xW2.9 WWF JOIST GIRDER 1 1/4 00 N NOTE: DO NOT WELD BOTTOM CHORD OF JOIST GIRDER TO STABILIZER ANGLES. NEW DETAIL n G BEARING AT TILT -UP PANEL.03 IS 5. 0,3) 1 111=1 $—Op$ S2 . 3 EL: 14 -0 " T/ MEZZANINE 3/16 4 WELD PLATE PL -1: SEE 3/16 4 PLANS/PANEL LAYOUT DRAWINGS FOR LOCATION : •;t ° I NEW DETAIL V) V �m �_ cV HORIZONTAL JOIST BRIDGING NOTE: BRIDGING ANCHOR SHALL BE INSTALLED 6" CLEAR OF PANEL JOINTS, TYP. TYP. 1 /8 2 1/8 2 oO CV I BRIDGING ANCHOR ANGLE: LENGTH EQUALS JOIST DEPTH (TYP.) BRIDGING ANCHOR: �L 11/16 0 HOLES IN BRIDGING ANCHOR L3x3x1 /4 x JOIST K -SERIES JOIST: SEE FOR (2)-5/8"0 x 6" LONG HILTI KWIK N DEPTH PLAN FOR SIZE AND BOLT 3 EXPANSION ANCHORS IN 5/8"0 SPACING x 4 3/4" DEEP HOLE. PROVIDE 4" MIN. 1/2" CLEAR MAX. TO EMBEDMENT. ervo OF aeiomrvc ( 2 1 �iORIZONTAL BRIDGING AT TILT -UP PANEL CONNECTION 52.03 55.03) 1"=1'-0" INSIDE FACE OF TILT -UP PANEL 1/2 to CLEAR " 1 1/2" 3/4"0 A325 BOLTS & - SHORT HORIZ. SLOTTED HOLES IN BEAM WEB 2 1/2" CONCRETE W18x35 3 4>3\ '` ... EL: 14'-0" Xl'_/4 -- T/MEZZANINE_ PL -10 LLJ INV- REINFORCED WITH O EL: 12'-10 1/2 �- �— JOIST GRIDER BRG. JOIST GIRDER SEAT (WA - STABILIZER ANGLES: EL: 14,-0» 2-1_60 1/20/8 x 0'-6" LONG. TACK WELD ANGLES TOGETHER TOP AND BOTTOM, FASTEN TO WALL W/ (2)-5/8"0 x 6" LONG HILTI KWIK BOLT 3 EXPANSION r• ANCHORS IN 5/8"0 x 4 3/4" DEEP HOLE. PROVIDE 4" MIN. ; EMBEDMENT. r 11/16 0 HOLES IN ' STABILIZER ANGLES 6"L L 6„ BEARING 6 .112" POCKET LE AT TILT -UP PANEL INSIDE FACE OF TILT -UP PANEL 2 1/2" CONCRETE OVER 1.00 METAL DECK REINFORCED WITH 6x6-W2.9xW2.9 WWF JOIST GIRDER 1 1/4 00 N NOTE: DO NOT WELD BOTTOM CHORD OF JOIST GIRDER TO STABILIZER ANGLES. NEW DETAIL n G BEARING AT TILT -UP PANEL.03 IS 5. 0,3) 1 111=1 $—Op$ S2 . 3 EL: 14 -0 " T/ MEZZANINE 3/16 4 WELD PLATE PL -1: SEE 3/16 4 PLANS/PANEL LAYOUT DRAWINGS FOR LOCATION : •;t ° I NEW DETAIL V) V �m �_ cV HORIZONTAL JOIST BRIDGING NOTE: BRIDGING ANCHOR SHALL BE INSTALLED 6" CLEAR OF PANEL JOINTS, TYP. TYP. 1 /8 2 1/8 2 oO CV I BRIDGING ANCHOR ANGLE: LENGTH EQUALS JOIST DEPTH (TYP.) BRIDGING ANCHOR: �L 11/16 0 HOLES IN BRIDGING ANCHOR L3x3x1 /4 x JOIST K -SERIES JOIST: SEE FOR (2)-5/8"0 x 6" LONG HILTI KWIK N DEPTH PLAN FOR SIZE AND BOLT 3 EXPANSION ANCHORS IN 5/8"0 SPACING x 4 3/4" DEEP HOLE. PROVIDE 4" MIN. 1/2" CLEAR MAX. TO EMBEDMENT. ervo OF aeiomrvc ( 2 1 �iORIZONTAL BRIDGING AT TILT -UP PANEL CONNECTION 52.03 55.03) 1"=1'-0" INSIDE FACE OF TILT -UP PANEL 1/2 to CLEAR " 1 1/2" 3/4"0 A325 BOLTS & - SHORT HORIZ. SLOTTED HOLES IN BEAM WEB 1/2" RETURN 1/4 N 12 AT T/ANGLE 1/4 V 12 NEW DETAIL 4 TEEL BEAM SUPPORT A S2.03 IS5.03 1 "=1'-0° T TILT -UP PANEL INSIDE FACE OF TILT -UP PANEL 1/2" CLEAR " 1 1/2" 3/4"0 A325 BOLTS & - SHORT HORIZ. SLOTTED HOLES IN BEAM WEB 2 1/2" CONCRETE :.. OVER 1.00 METAL DECK REINFORCED WITH " I 6x6-W2.9xW2.9 WWF EL: 14'-0" 'A T/ MEZZANINE N EL: 13'-8 1/2$1 T/PL-9IM - - T/W12x19 : ,....... WELD PLATE PL -9: " SEE PANEL .LAYOUT ; DRAWINGS FOR LOCATIONS. NOTE: W12x STEEL BEAM (2)-1_4x3 1/2 SHALL BE : (2)-L4x3 1/2x5/1601-61) INSTALLED PRIOR TO FLOOR DECK PLACEMENT, 1/2" RETURN 1 /4 12 AT T/ANGLE 1 4 12 NEW DETAIL 5 TEEL BEAM SUPPORT A S2.03 S5.03 1 "=1'-0" W12x19 PL -9 5„ 15„ T -TILT -UP PANEL 2 1/2" CONCRETE W18x35 OVER 1.00 METAL DECK PL -10 REINFORCED WITH 5" 15" 6x6-W2.9xW2.9 WWF EL: 14,-0» T MEZZANIN ;`. .. • .d. :.. ; T/PL-10, T/W18x35 WELD PLATE PL -10: " SEE PANEL LAYOUT DRAWINGS FOR LOCATIONS. NOTE:7. , "• {.' (2)-L4x3 1/2 SHALL BE INSTALLED PRIOR TO W18x STEEL BEAM r FLOOR DECK PLACEMENT. (2)-L4x3 1/2x5/16x1 -0 • ' ;' _�,;'.. : 1/2" RETURN 1/4 N 12 AT T/ANGLE 1/4 V 12 NEW DETAIL 4 TEEL BEAM SUPPORT A S2.03 IS5.03 1 "=1'-0° T TILT -UP PANEL INSIDE FACE OF TILT -UP PANEL 1/2" CLEAR " 1 1/2" 3/4"0 A325 BOLTS & - SHORT HORIZ. SLOTTED HOLES IN BEAM WEB 2 1/2" CONCRETE :.. OVER 1.00 METAL DECK REINFORCED WITH " I 6x6-W2.9xW2.9 WWF EL: 14'-0" 'A T/ MEZZANINE N EL: 13'-8 1/2$1 T/PL-9IM - - T/W12x19 : ,....... WELD PLATE PL -9: " SEE PANEL .LAYOUT ; DRAWINGS FOR LOCATIONS. NOTE: W12x STEEL BEAM (2)-1_4x3 1/2 SHALL BE : (2)-L4x3 1/2x5/1601-61) INSTALLED PRIOR TO FLOOR DECK PLACEMENT, 1/2" RETURN 1 /4 12 AT T/ANGLE 1 4 12 NEW DETAIL 5 TEEL BEAM SUPPORT A S2.03 S5.03 1 "=1'-0" W12x19 PL -9 5„ 15„ T -TILT -UP PANEL L C O !CJ 4- C N 4- L 0.00 C C 0-0 fa 3:.-. .c 5�'v3LA C L a) Q)oucE ZjL c E_c Lu E'Nc o E-a) _ E V; o'o .� v= 4- m oc(ac c.0 cc n W• .» 4-J o'a� E�o� cL ._ 4-1 uc,�L -1 `moo ra u Ln N4-1 fC3 0ua)un 4-j a) -c o a LCL °°.� ttan�,� c c 0 W .OcYru(a. c��:c !� 401)= fa urau� 'E1o-0 -o cook a ans E L-A~ om o 4-j u 4-1 •v -1 -a v L LVI q o 0 0 � on o _ u (U•c a)4-1 .c>,:�joo M=N -0 c-'u'Cc ooQora C L L 4 N C .o J 4 - Qu) Q = CH 4-j 4- 5 4- 0 O C ..0 O •+-' U.- ` 4.1 c:a`z a J M c ' > o o a) L) Q) o�3.cN �tt.o4-o C a) J 41 E5,�3uc �COco aj 4,N V1 f(f 0.V aJ 40-40-- � fC3-. Ncc(a .n _N .0 > on Qi N V, LJ Cc-p�V1 00-0L0 Ca. � n L or u V1 mr-C v .0 LA u_E ,✓Lao `aoa"'o >, u 0 -0 C��c� >0 v u o•c t-6 ou 0 Vf = @ LN AN.0 o-0 ;4- EO�Lo LLE41 0 3``- C: °0 42 M "Ca"'JC� 2V-c•o'C 'nct, E o va)a-- E�4-1 n =va) co NHa;+��is rCtin�Cc L cT L.3 0- o a) > 0 '-' � o'ouono a) E u��ccc c ,_ .0 .Y a�cooE v�3Na� a. 3 �'^ = a)0�s >N�cu L N N,0 N �0----0 c� 3w' h -0 c >, U on 0 0 c vj 0 V �cr0 L; •o an a�Hco �a,WQ� cEva)c � -0 0 u ca)o'' o�4-JH� •N .r... L V v E'�.n Q E v- vcCc: >,m C0•- aJ a) a)'- ' CC: 'r c >UML INSIDE FACE OF TILT -UP PANEL L-3 1/2x3 1 /2x1 /4 .' 3/16 x CONT. DECK 3/16 2 CLOSURE ANGLE L-4x4x1 /2 x 0'-8" w JOIST SUPPORT ANGLE T/ PL -8 I ' EL: 13'-6' JOIST BEARING WELD PLATE PL -8: SEE PLANS/PANEL 1/4 N8 LAYOUT DRAWINGS 1/4 8 FOR LOCATION t ,... 2 1 2" MIN. BRG. •A: N MEZZANINE JOIST FRAMING: SEE PLAN FOR SIZE AND SPACING. oErA�L YPICAL MEZZANINE JOIST TO n ILl-UP PANEL CONNECTION S2.0,3IS5.04) 1 91=1 I_00$ L -6x3 1/2x5/16 x CONT. DECK CLOSURE ANGLE. CANTILEVER 8" FROM CENTER LINE OF W18x35. EXTEND TOP CHORD OF JOIST 3" PAST CENTER LINE OF W18x35. GUARD RAIL SUPPORT SLEEVE (BY OTHERS) MAY BE WELDED TO DECK CLOSURE ANGLE. EL: 14'-0" T/ MEZZANINE gl-� EL: 13'-6" JOIST BEARING 3/162 3/16 2 NEW DETAIL 8„ 5" 3" q W18x35 3/16 [/ 2 \ PROVIDE #424" LONG A706 WELDABLE REBAR SPACED AT 24" O.C. WELDED TO DECK CLOSURE ANGLE. N d- w 2 1/2" CONCRETE OVER 1.00 J METAL DECK REINFORCED m WITH 6x6-W2.9xW2.9 WWF MEZZANINE JOIST FRAMING: SEE PLAN FOR SIZE AND SPACING. L -6x3 1 /2x5/16 x CONT. DECK CLOSURE ANGLE. CANTILEVER 8" FROM CENTER LINE OF W18x35. EXTEND TOP CHORD OF JOIST 3" PAST CENTER LINE OF W18x35. GUARD RAIL SUPPORT SLEEVE (BY OTHERS) MAY BE WELDED TO DECK CLOSURE ANGLE. EL: 14'-0» T/ MEZZANINE I EL: 13'-6" JOIST BEARING CV R r r� ^ TAB R-3/8"x4"x1'-0" W/ -� (4)-13/16" x 1 1/4" SHORT SLOTTED HOLES FOR (4)-3/4"0 A325 BOLTS. NEW DETAIL 2 YPICAL ME S2.03 S5.04 1 "=1'-0" L -6x3 1/2x5/16 x CONT. DECK CLOSURE ANGLE. CANTILEVER 8" FROM CENTER LINE OF W1805. EXTEND TOP CHORD OF JOIST 3" PAST CENTER LINE OF W18x35. GUARD RAIL SUPPORT SLEEVE (BY OTHERS) MAY BE WELDED TO DECK CLOSURE ANGLE. EL: 14'-0" T/ MEZZANINE EL: 13'-6" � 8'19- � W18x35 HSS-5x5x1/4 5" 3„ I. 3/16 (/ 2 \ PROVIDE #424" LONG A706 WELDABLE REBAR SPACED AT 24" O.C. WELDED TO DECK CLOSURE ANGLE. c 2 1/2" CONCRETE OVER 1.0C N METAL DECK REINFORCED m WITH 6x6-W2.9xW2.9 WWF 3/16 2 � 3/16 2 N A LMEZZANINE JOIST FRAMING: d SEE PLAN FOR SIZE AND SPACING. 3/162 3/16 >2 PL-6x6x1 /2" THICK CAP PLATE 3/16 TAB R-3/8"x4"x1'-0" W/ - (4)-13/16" x 1 1/4 SHORT SLOTTED HOLES FOR (4)-3/4"0 A325 BOLTS STEEL JOIST HSS-5x5x1 /4 4" 1/21 3 1/2" 1 1/2" t 111.2" - COPE TOP FLANGE AS REQUIRED. C14 i I _ \ o L- W18x35 STEEL BEAM 1/4 12 R TO 1/4 12 HSSx VIEW "A" BEAM TO COLUMN CONN. ZZANINE JOIST BEARING AT HSS COLUMN 8" W18x35 HSS-5x5x1 /4 5" .3" I_ 3/16 V 2 \ S CHUCHMANN 3/16 2 cn WELDABLE REBAR SPACED AT 7560 RED BUG LAKE ROAD. STE 2020 24" O.C. WELDED TO DECK O REDO. FLORIDA 32765 CLOSURE ANGLE. cn 2 1/2" CONCRETE OVER 1.00 - N EL: 14'-0" METAL DECK REINFORCED m T/ MEZZANINE ,� WITH 6x6-W2.9xW2.9 WWF T/ PL -8 I ' EL: 13'-6' JOIST BEARING WELD PLATE PL -8: SEE PLANS/PANEL 1/4 N8 LAYOUT DRAWINGS 1/4 8 FOR LOCATION t ,... 2 1 2" MIN. BRG. •A: N MEZZANINE JOIST FRAMING: SEE PLAN FOR SIZE AND SPACING. oErA�L YPICAL MEZZANINE JOIST TO n ILl-UP PANEL CONNECTION S2.0,3IS5.04) 1 91=1 I_00$ L -6x3 1/2x5/16 x CONT. DECK CLOSURE ANGLE. CANTILEVER 8" FROM CENTER LINE OF W18x35. EXTEND TOP CHORD OF JOIST 3" PAST CENTER LINE OF W18x35. GUARD RAIL SUPPORT SLEEVE (BY OTHERS) MAY BE WELDED TO DECK CLOSURE ANGLE. EL: 14'-0" T/ MEZZANINE gl-� EL: 13'-6" JOIST BEARING 3/162 3/16 2 NEW DETAIL 8„ 5" 3" q W18x35 3/16 [/ 2 \ PROVIDE #424" LONG A706 WELDABLE REBAR SPACED AT 24" O.C. WELDED TO DECK CLOSURE ANGLE. N d- w 2 1/2" CONCRETE OVER 1.00 J METAL DECK REINFORCED m WITH 6x6-W2.9xW2.9 WWF MEZZANINE JOIST FRAMING: SEE PLAN FOR SIZE AND SPACING. L -6x3 1 /2x5/16 x CONT. DECK CLOSURE ANGLE. CANTILEVER 8" FROM CENTER LINE OF W18x35. EXTEND TOP CHORD OF JOIST 3" PAST CENTER LINE OF W18x35. GUARD RAIL SUPPORT SLEEVE (BY OTHERS) MAY BE WELDED TO DECK CLOSURE ANGLE. EL: 14'-0» T/ MEZZANINE I EL: 13'-6" JOIST BEARING CV R r r� ^ TAB R-3/8"x4"x1'-0" W/ -� (4)-13/16" x 1 1/4" SHORT SLOTTED HOLES FOR (4)-3/4"0 A325 BOLTS. NEW DETAIL 2 YPICAL ME S2.03 S5.04 1 "=1'-0" L -6x3 1/2x5/16 x CONT. DECK CLOSURE ANGLE. CANTILEVER 8" FROM CENTER LINE OF W1805. EXTEND TOP CHORD OF JOIST 3" PAST CENTER LINE OF W18x35. GUARD RAIL SUPPORT SLEEVE (BY OTHERS) MAY BE WELDED TO DECK CLOSURE ANGLE. EL: 14'-0" T/ MEZZANINE EL: 13'-6" � 8'19- � W18x35 HSS-5x5x1/4 5" 3„ I. 3/16 (/ 2 \ PROVIDE #424" LONG A706 WELDABLE REBAR SPACED AT 24" O.C. WELDED TO DECK CLOSURE ANGLE. c 2 1/2" CONCRETE OVER 1.0C N METAL DECK REINFORCED m WITH 6x6-W2.9xW2.9 WWF 3/16 2 � 3/16 2 N A LMEZZANINE JOIST FRAMING: d SEE PLAN FOR SIZE AND SPACING. 3/162 3/16 >2 PL-6x6x1 /2" THICK CAP PLATE 3/16 TAB R-3/8"x4"x1'-0" W/ - (4)-13/16" x 1 1/4 SHORT SLOTTED HOLES FOR (4)-3/4"0 A325 BOLTS STEEL JOIST HSS-5x5x1 /4 4" 1/21 3 1/2" 1 1/2" t 111.2" - COPE TOP FLANGE AS REQUIRED. C14 i I _ \ o L- W18x35 STEEL BEAM 1/4 12 R TO 1/4 12 HSSx VIEW "A" BEAM TO COLUMN CONN. ZZANINE JOIST BEARING AT HSS COLUMN 8" W18x35 HSS-5x5x1 /4 5" .3" I_ 3/16 V 2 \ S CHUCHMANN PROVIDE #424" LONG A706 STRUCTURAL. ASSOCIATES WELDABLE REBAR SPACED AT 7560 RED BUG LAKE ROAD. STE 2020 24" O.C. WELDED TO DECK O REDO. FLORIDA 32765 CLOSURE ANGLE. cn uu WvR. SSA-E.NGINFr.RS.COr4 2 1/2" CONCRETE OVER 1.00 clq METAL DECK REINFORCED m WITH 6x6-W2.9xW2.9 WWF r- . F--� JOIST BEARING cV I _ - - N '- Ir LW12xl9 STEEL BEAM: COPE AND EXTEND TOP FLANGE 3" (,3 1 �'YPICAL JOIST BEARING AT STEEL BEAM 52.03 S5.04 1"=1'-0" TAB R-3/8"x4"x1'-0" W/ (4)-13/16" x 1 1/4" SHORT PAST CENTER LINE OF W18x35 SLOTTED HOLES FOR TAB �'-3/8"x4"x0'-6" W/ (4)-3/4"0 A325 BOLTS I I (2)-13/16" x 1 1/4" SHORT SLOTTED HOLES FOR HSS-5x5x1 /4 W/ 6"x6"x1 /2 I I (2)-3/4"0 A325 BOLTS THICK CAP PLATE. I I 1/4 � TO T(*' -4 1/4 HSSx EAM CONNECTION AT HSS COLUMN S2.03IS5.04) 1 "=1'-0" L -6x3 1/2x5/16 x CONT. DECK CLOSURE ANGLE. CANTILEVER 7" FROM CENTER LINE OF W12x19. GUARD RAIL SUPPORT SLEEVE (BY OTHERS) MAY BE WELDED TO DECK CLOSURE ANGLE. EL: 14'-0" T/ MEZZANINE SEL: 13'-8 1/2" DECK BEARING TAB t-3/8"0110'-4" TYP 3/16 4 3/16 V 4 NEW DETAIL 5 ORIZO S2.03 IS5.04 1"=1'-0" W12x19 7" 3/16 2 5" „ l. PROVIDE #424" LONG A706 I WELDABLE REBAR SPACED AT 24" O.C. WELDED TO DECK CLOSURE ANGLE._ � w 2 1/2" CONCRETE OVER 1.00 N METAL DECK REINFORCED CD WITH 6x6-W2.9xW2%if r.9 WWF .. CV 1/8 2 1/8 2 HORIZONTAL `V JOIST BRIDGING K -SERIES JOIST: SEE PLAN FOR SIZE AND SPACING 1/8 7-1/-2-"\ PrP. NTAL JOIST BRIDGING AT W12x BEAM S CHUCHMANN STRUCTURAL. ASSOCIATES 7560 RED BUG LAKE ROAD. STE 2020 � A O REDO. FLORIDA 32765 TEL 407.542.1280 uu WvR. SSA-E.NGINFr.RS.COr4 FL CA No. 27082 L C 4- i 0100 a+ Oyu L O 4_; C E=v3H � L � NICE L SEL LU E'N0C E vo EN aJOp'u E 0 COLD .I- - .... y' Q. a-+ =0 u E c L UC.Oi �OOU11�Q u4�o L "Mi U= O uQ) y A a� U o ca LL20- aj a) ��_Q� a)ooQ) an+' CC0 4_j L m a) a) L rt C 3 �.0 0 4-+ a u �o.o o"o nsyo-w T�a�aCi oLE 4 -Ju .� -°o ;4_j N L L yyJ� Q -J 0 0 C u u .� t -vi,a) NCa1.0L �r��NO � ooaon3 y L -J �oz.04- Cn-aui y C 4- O 0 CIE OZ "2 E, au) y 0 U 0 0 U y o- 3� Q)a�C E' - Ln -0�oco 0 vi vi �i0•VO oaEE°_' NNOn •��•Oo N 'y oo- P CL L m a 0) cwuv a)"tec -0 M .0 a) yu-E i CQ 0 `�0°4-0 2,u.^ o.0 CL_CC75 � >0 Q) my or =-acU o y C y C O LN ,a).0 o -v ^� �0> 4-- LLE o o�ou U C fC 14 c 2 ,o ,C V.y 'C y�LE0 E3aZ i5Co o4")cr� � y �•L � u3:CL a) >LZ 04-J 0,0 u Ono Uyc'CE a)CooE auio3Nau N O= 4- -C � U .0 0 �o.E->o 4— y-vC�. cu oyno.D C u f6 d Vj 2 -0y��'C �; opo Co �cr a C E -E Q) '0 o c u CQ)O'in+O-+ o .c +-+ y- F= N y.d y_ fCf cu Eoa a� 'A 'vCC Co.��Q, -1 a r c � L C >0 ate' 1,_0., W18x35 CONT. DECK CLOSURE 1,_0,� �. W18x35 L-3 1/2x3 1 2x1 4 x �. HSS-5x5x1 4 / LEG 3" FROM CENTER L-3 1 /2x3 1 /2x1 /4 x CONT. DECK CLOSURE LINE OF HSS -5x5. 1/4 3 � STEEL JOIST CONT. DECK CLOSURE ANGLE.,, SET VERTICAL „ 10 3 7 3 v -PROVIDE (5)—#5 x CONT. EL: 14'-0" HSS-5x5x1 /4 ANGLE.,, SET VERTICAL 1, „ 10 3 3 3 3 PROVIDE (5)—#5 x CONT. T/ MEZZANINE LEG 12 FROM CENTER 1„ ,� °. •: DIAPHRAGM CHORD REINF. JOIST BEARING c`4 o a 1 - COLUMN CAP PLATE. LEG 12 FROM CENTER 1 �� j i j W/ (2)-13/16" DIA. HOLES. I DIAPHRAGM CHORD REINF. LINE OF W18x35. 11 PLACED ON TOP OF WWF. 4 LINE OF W18x35. 11 PLACED ON TOP OF WWF. 1/2' Z 3 1/2 PROVIDE TOP CHORD JOIST I-7 3/16 2 w 1 1 /Q" I PROVIDE TOP CHORD JOIST, -3/16 2 EXTENSION 11 PAST 2 1/2 CONCRETE OVER 1.00 J , 3/16 2 EXTENSION 11" PAST 2 1/2" CONCRETE OVER 1.0C N CENTER LINE OF W18x35. METAL DECK REINFORCED r m � 3/16 2 CENTER LINE OF W18x35. METAL DECK REINFORCED -- m EL: 14'-0" WITH 6x6—W2.9xW2.9 WWF "' EL: 14'-0" WITH 6x6—W2.9xW2.9 WWF r- PL-6x6x1 /2" THICK I COPE TOP FLANGE K' T/ MEZZANINE e ° .. CAP PLATE I AS REQUIRED. T/ MEZZANINE a • ° ° ,° EL: 13'-6" EL: 13'-6" JOIST BEARING \ JOIST BEARING N 4 I I 3/16 2 T- I I 41 I I ; �, N 3/16>12Z o 3/16 2 �" �3/16 N TAB —3/8„x4„x10_011 W/ I I I I (4)-13/16” x 1 1/4” SHORT I I A I I I W18x35 SLOTTED HOLES FOR I 1 MEZZANINE JOIST FRAMING: TAB F�-3/8"x4"x1'-0" W/ I I STEEL BEAM MEZZANINE JOIST FRAMING: (4)-3/4"0 A325 BOLTS I I SEE PLAN FOR SIZE AND (4)-13/16" x 1 1/4" SHORT I I SEE PLAN FOR SIZE AND SPACING. SLOTTED HOLES FOR I I I I 1/4 12 RTO SPACING. (4)-3/4"0 A325 BOLTS I I I 1 /4 12 HSSx NEW DETAIL VIEW °A° BEAM TO COLUMN CONN. 1 YPICAL MEZZANINE JOIST BEARING AT HSS COLUMN 52.03 IS5.05 1 "=1'-0" 8 1/2" 10" 3" V3 " 3" 3" to 7„ L-100 1 /2x14 GA. x CONT. DECK CLOSURE ANGLE. SET VERTICAL LEG 3" FROM CENTER LINE OF HSS -5x5. 1/4 3 1/4 3 EL: 14'-0" T/ MEZZANINE °. •: EL: 13'-6" JOIST BEARING c`4 o a - COLUMN CAP PLATE. \1/2"\ PL -3/4 x 8 1/2 01 x 0'-8" j i j W/ (2)-13/16" DIA. HOLES. I PROVIDE (5)—#5 x CONT. DIAPHRAGM CHORD REINF. PLACED ON TOP OF WWF. 1/204 d -w 2 1/2" CONCRETE OVER 1.00 w METAL DECK REINFORCED m 04 WITH 6x6—W2.9xW2.9 WWF r� . a N (2) 3/4" DIA. A325 I �� BOLTS (GA. = 5") STABILIZER PLATE: I I NOTE: DO NOT WELD PL -3/4 x 6" x 0'-6" I BOTTOM CHORD OF NEW DETAIL 3 OIST GIRDER BEARING S2.03 S5.05 1"=1'-0" JVIJI IrIRUt1C IU STABILIZER PLATE. � 3/16 6 PLATE TO 3/16 6 COLUMN � HSS-5x5x1/4 AT HSS COLUMN NEW DETAIL 12 YPICA S2.03 S5 .055 1"=l'—O" W12x19 HSS-5x5x1 /4 7„ L-60 1/2x5/16 x CONT. 3/16 2 DECK CLOSURE ANGLE. 5" » CANTILEVER 7" FROM I PROVIDE #424" LONG A706 CENTER LINE OF W12x19. WELDABLE REBAR SPACED AT 24" GUARD RAIL SUPPORT O.C. WELDED TO DECK CLOSURE SLEEVE (BY OTHERS) ANGLE. MAY BE WELDED TO DECK I N 2 1/2 " CONCRETE OVER 1.00 CLOSURE ANGLE. METAL DECK REINFORCED EL: 14,_0WITH 6x6—W2.9xW2.9 WWF „ I T/ MEZZANINE EL: 13'-6" JOIST BEARING CN o 0 Il- CD N COLUMN CAP PLATE: PL -3/4 x 8 1/2 $1 x 0'-8" 1 1/2" W/ (2)-13/16" DIA. HOLES. SEE DETAIL 3/S3.05. W12x19 SEAT ANGLE: L-5x5x3/4" x 5" LONG W/ (2)-9/16" DIA. HOLES. I I STABILIZER PLATE: PL -3/4 x 6" x 0'-6" ANGLE TO 1/4 4 I I I 1„ NOTE: DO NOT WELD BOTTOM COLUMN 1/4 4 I I CHORD OF JOIST GIRDER TO STABILIZER PLATE. (2) 1/2" DIA. A325 3/16 6 PLATE TO BOLTS (GA. 2 1/4 COLUMN 1 1/8" 1 1/81, 3/16 6 i HSS-5x5x1 /4 NEW DETAIL L JOIST BEARING AT STEEL BEAM 9— W12x19 HSS-5x5x1 /4 2 1/2" I 2 1/2" (2) 3/4" DIA. A325 BOLTS (GA. = 5") d- w COLUMN CAP PLATE: cn PL -3/4 x 8 1/2" x 0'-8" Q W/ (2)-13/16" DIA. HOLES. SEE DETAIL 3/S3.05. r� ... • a c__4_ 1 1 /2"I 1 1/2 N e - flmm 'n, e 6 # / 4 \ OIST GIRDER BE/ RING AT HSS COLUMN. S2.03 S5.05 1 "=1'-0" W12x19 SEAT ANGLE:--' L-5x5x3/4 x 5" LONG W/ (2)-9/16" DIA. HOLES. (2) 1/2" DIA. A325 BOLTS (GA. = 2 1/4 01) 15" 1 1/2" I 3 1/2" I 1/4 4 ANGLE TO 1/4 4 COLUMN NOTE: DO NOT WELD BOTTOM CHORD OF JOIST GIRDER TO r-, 1/2" STABILIZER PLATE. 3 1/2 it VIEW "B" JG/BEAM TO COLUMN CONN. >,-v o c O +� 4- 4 ^ a1 0.0 ma>fC C O Ch O .c: C L N �u�E L U E'i^Oc a, E-0 L V O f N `'- 'U 4- AM c ocM>. coco tA0'C.� O'�OU E>,va� � L lCf O -� uc.o� �on-0 ua;�o Q a u� y y n3 Ou a y 4-J aJ :3 -0-cot `L2 vCL 4-J.04-1 a)OOO a -J 4-J L .►.J eco .3.r c 4-1 L m L (1) (a ^ o L; c3v:c cu E ra y -- ,o�tA � cy0+' otAa�v ons E c ra A o u 'C c � �H r- L L y N 4-J a0o4-0 cuou O�v�N a) ,� a) -0 � * =4 5" ai 0 '' r0 .0 N -0 C—'u'Cc AOQOm G � LO m, N (5 aucc 0 CO: 0 4J U.--L4� .�,Q aj-6 0 N 0 O U CUCa)y o =:: j uj M ,O 0 c:�scL E>,�-'u� �c0c0 a1 •~ y y �0 cu o o E4 .2•2o a 6 y 0- o- ria v v O a N auj aJ 0 a-+ � C .0 CU y y U E cL- aQo c00�4.0 �0� >CU'n.E �O�Con Noor ,- -a c o y C o 41 + 4- -0 u 0 �-�E o o�0`+ O - u,Lu�� OV -c `y^'C y— L O c: [2 EQc): 3b- =va'3c0 Q)�o4-JM as n 'C Q L M 0� >LO}'o O-0uOno U y -CO E m 0 0 o C �C3A Q �•^ y N 0'� 4�-C > N O u .a y N 0 y �oc` C y� V pn0� C U m O. V1 '3 •'v 'C -o _u L N i E -vyE�c Cc: aJ in c O 4,J E0 -2 on °:0 0 c u ca)o'��' OL a-+ y'^ N,.,cau ai E'ccwQ E ° o - 4o CO.ONN 0 +-J tj 4-j M .D 4-J O � C >OUCCs� 4" GIRDER CLEARANCE 3/8" DIA. ERECTION BOLTS FOR ALL JOISTS AT COLUMNS JOIST SHOE EL: 14'-0" T/ MEZZANINE EL: 13'-6" JOIST BEARING \ o 0 r� ca N 1'-0" COLUMN CAP PLATE: --�' 1 1/2" 1 1/2" PL -3/4 x 12" x 0'-8" 1 1/2" 41/2" 41/2" Lv LoW/ (4)-13/16" DIA. HOLES. NEW DETAIL � OIST S2.03 S5.06 1"=1'-0" STABILIZER PLATE: — PL -3/4 x 6" x 0'-6" HSS-6x6x1 /4 JOIST 1/4 it GIRDER CLEARANCE I� � 1/4 3 __j _ 1 /4 3 '- m II so N JOIST GIRDER 1 1/2" (2) 3/4" DIA. A325 BOLTS (GA. = 5") 77��_� NOTE: DO NOT WELD BOTTOM CHORD OF JOIST GIRDER TO 1» STABILIZER PLATE. 3/16 6 PLATE TO 3/16 6 COLUMN GIRDER BEARING AT HSS COLUMN COPE BEAM WEB AS REQUIRED. TAB R-3/8"x4"x1'-0" W/ - (4)-13/16" x 1 1/4" SHORT SLOTTED HOLES FOR (4)-3/4"0 A325 BOLTS W24x55 STEEL BEAM EL: 14'-0" T/ MEZZANINE EL: 13'-6" JOIST BEARING co CO W12x19 SEAT ANGLE:---/ L-5x5x3/4" x 5" LONG W/ (2)-9/16" DIA. HOLES. PLATE TO 1/4 12 COLUMN 1/4 12 ANGLE TO 1/44 COLUMN 1/4 4 (2) 1/2" DIA. A325 BOLTS (GA. = 2 1/4") � HSS-6x6x1 /4 W12x19 JOIST 1/4" GIRDER 1/4" GIRDER CLEARANCE CLEARANCE 4" I 1/211 3/8" DIA. ERECTION BOLTS 3 1/2 FOR ALL JOISTS AT COLUMNS " II � 1 1/2 I 1 A N3 `r NEW DETAIL 3 OIST GIRDER S2.03 55.06 1"=1'-0° „ 1/4 3 m N W LTJ N Mm O N I JOIST GIRDER . I 1 /21, _ i I (2) 3/4" DIA. A325 BOLTS (GA. = 5") NOTE: DO NOT WELD BOTTOM j I I I CHORD OF JOIST GIRDER TO 1 ► STABILIZER PLATE. I STABILIZER PLATE: j l I I A PL -3/4 x 6" x 0'-6" 3/16 6 PLATE TO 3/16 6 COLUMN BEARING AT HSS COLUMN. 2 1/2" CONCRETE OVER 1.00 METAL DECK REINFORCED WITH 6x6-W2.9xW2.9 WWF EL: 14'-00" T/ MEZZANINE EL: 13'-6" JOIST BEARING JOIST GIRDER BOTTOM CHORD - BRACE. SIZE AND CONNECTION BY JOIST GIRDER SUPPLIER. q JOIST GIRDER 1/4" JOIST 1/4" JOIST CLEARANCE CLEARANCE 2 1/2" MIN. 2 1/2" MIN. 3/16 2 BEARING BEARING 3/16 V 2 A MEZZANINE JOIST FRAMING: SEE PLAN FOR SIZE AND SPACING. NEW DETAIL —SERIES JOIST BEARING ON JOIST GIRDER. S2 . 03IS5.0'6) 1 ))=l)_0fl � W24x55 JOIST GIRDER HSS-5x5x1 /4 2 1/2" Fv 2 1/2" (2) 3/4" DIA. A325 9 1/29' BOLTS (GA. = 5") I I I N COLUMN CAP PLATE: V IV 2 1/2" MIN, w 3 1/2 1 1/2" PL -3/4 x 9 1/2" x 0'-8" BEARING 3/16N2 __j w 41/2 \ W/ (2)-13/16" DIA. HOLES. 3/16 2 m I I I r L-Lh t 2" ` N N W12x19 --�� STEEL BEAM W12x19 SEAT ANGLE: L-5x5x3/4" x 5" LONG W/ (2)-9/16" DIA. HOLES. ANGLE TO 1 /4 4 __D>__ COLUMN J/ /4 4 (2) 1/2" DIA. A325 BOLTS (GA. = 2 1/4") 1 1/2" 3 1/2 �—MEZZANINE JOIST FRAMING: 31 SEE PLAN FOR SIZE AND SPACING. NOTE: DO NOT WELD BOTTOM CHORD OF JOIST GIRDER TO STABILIZER PLATE. 6" I. VIEW "A" JG BEAM TO COLUMN CONN. 04 N L-4x3x1 /4 (LLH) x CONT. DECK --� TRANSITION SUPPORT ANGLE. TURN VERTICAL LEG DOWN. PLATE TO!/4 BEAM WEB 1/4 W24x55 STEEL BEAM EL: 14'-0" T/ MEZZANINE a JOIST BEARING 00 `t - _N r TAB R-3/8"0"xFULL DEPTH W/ (4)-13/16" x 1 1/4" SHORT SLOTTED HOLES FOR (4)-3/4"0 A325 BOLTS NEW DETAIL 4" 3 1/2" 1/211 W18x40 2 1/2" CONCRETE OVER 1.00 METAL DECK REINFORCED „ 1 1/2 WITH 6x6-W2.9xW2.9 WWF w O N m \ 3/16 2 i 3/16 2 �- 3 i6 2 N MEZZANINE JOIST FRAMING: SEE PLAN FOR SIZE AND SPACING. / a 1 TEEL TRANSFER BEAM CONNECTION DETAIL. 52.03 55.06 1"=1'-0" A >%-a 0 R3.�CN 0-0 a) C c ft N m Cc V) 3�c c=v3� �L _Q cu a��E L ca M '0cE Q.onLu ENOc E a)— E_ N 4- >� m 0Cru c.o C0 o�0u E>,u C L •w -(a 0= h U u=.OL on -o - fCf U H N YO QuNcn N o� Q. c- v(U,� L i N :.c w00� c +j 'C c ,, L M L N .NCY��a N E u - rts n�u>, o"n C Ln a) LA Ckn-c E a._�_ =) o u•u +N.+'O 0 a°000 O u u Q Q V1N L- on U L•T�,� O 0 '�"' fC3 � N •� c�u•Cc 00ao� N L Lam+ N CQ O C N 'C +j ru C w wu __ OC.CO�-' u�i�-'v 0 mac`> o a, �ucN� o�3.cv, (a. 0 N onU E A:5 L; :5L; '0 N N y Q Q O'u N 4-4.2� E� N C � C1 g gn ca. n NL�0uvi N L Ce m0.0, -u >, o 0.0 C m'O4-1 �� >Cuy._ c on _ O m u � •C -c .a O O N O N C w LLn NL O.O A�+ um 0•C�O L L E 3 o"o� a� uara vi�NOC C Qom- 'cn 'bn .OUL•�'C V) -.DEQ CU LZ Easn.� -0Cu c0 U 0 N 4J mon :3 u c L Cr vi3Q(uN >L_0-w� o,0uOno NN'D.CE �c �N�•Crts v o 0 o c a) c N Cu o. N 0.—c >==,= u _C LM A In —, O C L+ L M-z.o 3 4- H =v C >, c�„u ono n � C cU— CL 3T1'C-O u H M C N ,Q_ on N v1 C 0 LCC,., L cE-vaa) 'Docu on a (v 0 U; o c .N 4.J L u N E'C•Q EL_CL 00 .0 C0.0�4J {4.+ .M -0 4-J C Cc >UraC W18x35 HSS-5x5x1 /4 2 1/2" CONCRETE OVER 1.00 1 /2" - Cn METAL DECK REINFORCED - w WITH 6x6-W2.9xW2.9 WWF 1 1/2" F -- J m 3/16 2 "' \ 3116V2 L-4x3x1 /4 (LLH) x CONT. DECK 4» TRANSITION SUPPORT ANGLE. TURN VERTICAL LEG DOWN. 3 1/2" 1/4 PLATE TO 1/4 BEAM WEB W24x55 STEEL BEAM EL: 14'-0" T/ MEZZANINE EL: 13'-6" JOIST BEARING I _ MEZZANINE JOIST FRAMING: —� 1 SEE PLAN FOR SIZE AND i I I 11" SPACING. it II TAB R-3/8"x4"xFULL DEPTH COLUMN CAP PLATE: I I W/ (4)-13/16" x 1 1/4" 1 1 /2" 1 1 /2" PL -3/4 x 6 1 /2" x 0'-11" 1 1 i SHORT SLOTTED HOLES FOR 41 4 W/ (4)-13/16" DIA. HOLES. II 11 (4)-3/4 A325 BOLTS 41 (4) 3/4" DIA. A325 BOLTS (GA. = 3 1/2") 1 3/4" 1 3/4" NEW 3/16 DETAIL 01ST GIRDER S2.03 S5.07 1 "=1'-0" BEARING AT HSS COLUMN J c -off L 0"0 (L) v (aa� oth'a ` 0 c: C: ` a) �ucE 6ccEc L_ U E'Hoc E '; NO `- 4-- 4-- >. m c oc�>, .0tnj o o'E.� c�ou E>,ua) ^� Os u o-0 Q) Wo u(Ufu0 4-1 Q 4-+ s .c ra b= Ln 0ua)cn Z 2-i L a CL 4-j 0)000 .61 ' 4—+c cr-o C om o -cx�a c3�:c 0 4 'Enos �o-� o(A �on=E L_+;~ u :3rav;0 4-1 u 'C c "O .0 f a N 42 - sw- OL L Ln a°000 = u u O0Y�Na) r cm = .c c s�^a,0 *' ra s N -0 c—u'[c ooQo(a Vf L L V) 0.0o�a, J C 4— ca cc LA4- o oc�o �tj ��+Jv a c rcaoL>ou c u c 0 N cu O- 3-L H N ra . o 4-+ O c on cu � cs ES,��� �0 oco 0 V vi � L_ 0.v2 o 0- E42 ��cr-a aa" a ca)�, 00++;c -0 u E ��oQ� rao9,-o >, u —00 [42� >o��• myuo[ s -O � O snC3Nc0 LL0 As 4J r— r 0 40- L- E L -`E o2�fu =° Lm. ucra LAC.c_ O c O En an .0(.j�N•[ N�LE0 � E Qc): a� 0�'3c0 N � •[ O ca On vw OJ L�aa)41 > °o�E 0-0uOno U (u 0c , c U O 0 4 c N 0 4— H��' ra '� c ^ 40•- L -0 N'DU C cAtOno_ c �_ "a a Vf "ru[-pu L fa a) L y.j •_ ' E �cEra>. a)�co � _m E'Oa_ (A 0 1� ca)O'in.Sj O = +' Ln 4-1"m oa,� �o[.0< E 0 -p (u _'°� co.o�a, a)Z^sc 4-J 0 L c >OuR3L INSIDE FACE OF TILT -UP PANEL w•' FASTEN EAVE STRUT TO TILT -UP PANEL WITH (2) 1/4" x 1 1/4 TAPCON SCREWS SPACED AT 24" O.C. Y EL: 14'-3 3/4" CNN B/ EAVE STRUT NEW DETAIL le"�1 EMB S2.041S5.08) 1 "=1'-0" 10" DEEP "C" EAVE PURLIN: SEE PLAN FOR SIZE. 10" DEEP "Z" PURLIN. SEE PLAN FOR SIZE. 12 1 /2 PROVIDE DIAGONAL BRIDGING SPACED AT 5-6" O.C. MAX. SIZE AND ATTACHMENT SHALL BE PER METAL BUILDING MANUFACTURERS REQUIREMENTS. METAL BUILDING ROOF PANELS: - REFER TO PLANS AND APPROVED SHOP DRAWINGS FOR TYPE AND ATTACHMENT REQUIREMENTS. CANOPY FRAMING AT TILT—UP PANEL W10x12 HSS-5x5x1/4 1 1 /2„ 9/16" x 1 1/4" SLOTTED HOLE IN BEAM Vol WEB FOR 1/2" DIA. CROSS -BRACING. PROVIDE HILLSIDE WASHER AND NUT AT EACH END. Z PURLIN: SEE PLAN FOR SIZE. - FASTEN TO STEEL BEAM WITH (2)-1/2" DIA. A325 BOLTS (GA. = 3 1/2") (USE THE SAME CONNECTION BETWEEN 'C' EAVE STRUT AND STEEL BEAM.) N 11 2'-0" W12x26 CANTILEVERED END I 12 71/2 NEW DETAIL 3 EMB CANOPY FRAM S2.04S5.08 1 1/2"=1'-0" 11" INSIDE FACE OF TILT -UP PANEL FASTEN EAVE STRUT TO TILT -UP PANEL WITH (2) 1/4" METAL BUILDING ROOF PANELS: x 1 1/4" TAPCON SCREWS 't REFER TO PLANS AND APPROVED SPACED AT 24" O.C. SHOP DRAWINGS FOR TYPE AND ATTACHMENT REQUIREMENTS. 12 EMBED PLATE PL -11: HOT DIP 1 /2 GALV. PL -1 /2"x10"XO'-10" W/—\.* / (6) 1/2 06" LONG HEADED 1 1 1/211 STUDS AND (4) 1/2"0 F-43 HILLSIDE WASHER (AT FAR PLAIN FERRULE INSERTS SIDE OF BEAM) FOR 1/2" DIA. EL: 14'-3 3/4" N CROSS -BRACING. B/ EAVE STRUT T/ W1 2x26 \ F s�— K CV TACK WELD BOLTS (4) 1/2"0 F-43 PLAIN FERRULE 4„ TO PLATE AFTER INSERTS AND 1 /2"Ox2 1/4" LONG FINAL INSTALLATION A325 BOLTS FOR ATTACHMENT OF 1/2" Z PURLIN: SEE PLAN FOR SIZE. CANOPY RAFTER BEAM. FASTEN TO STEEL BEAM WITH A (2)-1/2" DIA. A325 BOLTS (GA. = 3 1/2") (USE THE SAME CONNECTION BETWEEN 'C' EAVE STRUT AND STEEL BEAM.) ci ni oL EMB CANOPY FRAMING AT TILT—UP PANEL. sz.oass.ae i i/7.—Y_o.. W1 2x26 HSS-5x5x1 /4 IV 411 JIV 1/21! 3 1/2', 9/16 x 1 1/4" SLOTTED 1/4 HOLE IN BEAM WEB FOR 1 1/2" 1 /4 1/2" DIA. CROSS -BRACING. " PROVIDE HILLSIDE WASHER W10x12 AND NUT AT EACH END. STEEL BEAM - s V__ — cm=== r % g I METAL BUILDING ROOF PANELS: — REFER TO PLANS AND APPROVED _ , M SHOP DRAWINGS FOR TYPE AND \ I Y, ATTACHMENT REQUIREMENTS. — � o0 0 e— EL: 12'-0" 1 1/2" I 4„ 4„ 1 1 1/201 \ CV— r- I \ M 3/16 ING AT HSS COLUMN PLATE TO BEAM WEB B/ W1 2x26 r TAB R-3/8%4%0'-8 1/8" W/ (2)-13/16" x 1 1/4" SHORT COLUMN CAP PLATE: I i I I SLOTTED HOLES FOR PL -3/4 x 6 1/2" x 0'-11" 1I 1 (2)-3/4"0 A325 BOLTS W/ (4)-13/16" DIA. HOLES. I I (4) 3/4" DIA. A325— BOLTS 325—BOLTS (GA. = 3 1/2") 1 3/4" J L1 3/4" V1 E W V R-1 /2"x8"x0'-6" W/ (4)-9/16" DIA. HOLES ^ E C:) — TAB R -1/2"x4 x0'-6" W/ (2)-13/16" DIA. HOLES TAB PLATE TO 1/46 PERP PLATE 1/4 6 10" 40 8" 1 1 1/2' I 5„ 1 1/2" \ r - E 13/4-13 3/4" 9/16" x 1 1/4" SLOTTED HOLE IN BEAM WEB FOR 1/2" DIA. 1/2" CROSS -BRACING. PROVIDE HILLSIDE WASHER AND NUT AT EACH END. � (2)-13/16" DIA. HOLES FOR 3/4" DIA. A325 BOLTS VIEW W - W1 2x26 Z PURLIN: SEE PLAN FOR SIZE. FASTEN TO STEEL BEAM WITH (2)-1/2" DIA. A325 BOLTS (GA. = 3 1/2") (USE THE SAME PURLIN CANTILEVERED END CONNECTION BETWEEN 'C' EAVE SEE PLAN FOR LENGTH STRUT AND STEEL BEAM.) PROVIDE L-4x4x14GA x CONT. I I KICKER ANGLE L2x2x3/16 CLOSURE ANGLE AT TOP AND FASTENED TO TAB PLATE AND BOTTOM OF PURLIN ENDS. FASTEN Z PURLIN WITH 1/2" DIA. A325 TO PURLINS PER METAL BUILDING I BOLT AT EACH END. SEE PLAN MANUFACTURERS REQUIREMENTS. FOR KICKER LOCATIONS. (2) 1/2" DIA. A325 3/16 BOLTS (GA. = 3 1/2") - 3/16 1 3/4" 1 3/4" TAB PLATE PL-4x4x1 /4 WITH 9/16" DIA. HOLE FOR 1/2" DIA. A325 BOLT. ALIGN TAB PLATE WITH PURLIN. NEW DETAIL 4 EMB S2.04 S5.08 1)$=1'-0" CANOPY PURLIN OVERHANG ........... e; Y d E ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET • ORLANDO, FL . 32803 PH 407 897 5461 ARCHSOLVE@AOL.COM nrw,■ ■nrr w w w. a r c h d y n. c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT 20 JULY 2016 REV.: SLAB ON GRADE REINFORCING 3 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.® 22 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.A 10 MAY 2017 5 Z %woo; pv N D p M Q Q � 0 CO Lu 0 w 0 j Cn c.00 V) 00 O W ar.00 U.4 ton r% a Q ENGINEER SEAL / SIGNATURE ■ JONATHON T. SCHUCHMANN FL P.E. 60256 S . .`��ON••... .y�/���i E Ny NO 2 �• •zc • �-;3 : STA E OF .-�ip��s o,� d designed: CO / JTS draw: KRG / JTS reviewed: JTS project code: 20-16-1197 a SHEET INFORMATION TRUCK WELL CANOPY FRAMING DETAILS c_0O� rc 4' c ,n1,_ O„ o-OQ)nLO) E /4» c ru 1 1 /2" g" 1 1 /2 3 5» c(A� 3°Lro C L N \ L ra toot- -o r- E s I I 1 1 2" " 3/4" Q) •on L_/ g 1 1 /2 5„ ���0* v � •0 E o .� 4" Q) o E „ _ 4= L >, 4 " r- 4 = — » „ 1/2 » ARCHITECTURAL DYNAMICS, INC PH 4078975461 ARCHSOLVE@AOL.COM O C cC > 1 /2" 4 p— —�j �— I I 2816 PICKFAIR STREET • ORLANDO, FL • 32803 C.0 CD " » » o W 4 Inu■ ■nu �.; 0 cL6 w w w, a r c h d y n, c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 .IJ a) •r- N Z% o U N \ P 2 2o I INTERIOR DESIGN REGISTRATION NUMBER IB26001339 E`^ \ I I N I I OF PLATE LO OL „ d)-- PLAN SUBMISSIONS ft REVISIONS U = L .. _,-. ..._.._ v°.v a _ _ - 4-0 on -0 I LO SUBMITTAL: ISSUED FOR PERMIT Q) co i��O --f-- -- --- OF PLATE aJ o 0 --�— 20 JULY 2016 F PLAT Ln�, " � oo � ----� OF PLATE E c M v H I I in I I REV.. SLAB ON GRADE REINFORCING S 0 N u o r`a %14 MARCH 2017 � .c Q) -0 I N N I REV.: COFFEE PRODUCTION/GEN. COORD.® a WELD t -1/2"0»x0,_8» W/ WELD �'-1/2»x4"xo'-10" \ WELD -3 4"x 2»x '- » zz MAR ° �.� OF PLATE 2 -1 2" DIA '� R / 1 2 3 W/ WELD -3 4"x12» '- » cH zo17 �, O / x 4 LONG OF PLATE - R / x1 6 W/ ons, W 2 1 2 DIA. x 4 OF PLATE (10)-1/2 DIA. x 5" LONG OF PLATE (8)-1/2" DIA. x 5" LONG HEADED STUDS WELDED TO REV.: COFFEE PRODUCTION/GEN. COORD. 5 .@.r � LONG HEADED STUDS HEADED STUDS WELDED TO ru PLATE WELDED TO PLATE PLATE HEADED STUDS WELDED TO o N PLATE 10 MAY zo17 U 3 Q•C WELD PLATE PL -1 WELD PLATE PL -2 E WELD PLATE PL -3 WELD PLATE PL -4 5 49 EQUIRED(467 REQUIREoo.y ,(44 REQUIRED 8 REQUIRED H SCALE: 1 1 /2 1 0_» �' SCALE: 1 1 /2" = 1 -0 , „ , C v - - SCALE: 1 1/2" - l' - SCALE: 0 - - 0 CONSTRUCTION CO. H CONTRACTORS 3/41'5 0 rC N 0 U L_ NOTE: STRUCTURAL STEEL FABRICATOR SHALL 1 1/ 5 2" 1 1 / 2" " :E �L COORDINATE WITH KIRBY BUILDING SYSTEMS FOR " THE REQUIRED SPACING OF THE FERRULE INSERTS. 00 0 8„ C140 L VI .{.J j x u u 10" .00 tA 41 4o (UC W -0 o 1 1 /2 3 1/2 3 1/2 1 1 /21/2"5» 1 1 /2 5 1 1/2" 5 ^.., N -o NOTE: - - c u •C c _ " 0 CA o a rNa OF LATE t'-1 /2"x10"x0'-11" HOT DIP SHIP W/ (4) 1 /2"0 x 2 1 /4" A325�' ° GALVANIZED W/ (6)-1/2" DIA. BOLTS & (2) HARDENED WASHERS Z N 0= x 5" LONG HEADED STUDS I I - Q M oo c o WELDED TO PLATE o, U . U ." - ►� 3 16 - --� OF PLATE c c o N °O in OF PLATE - - -- OF PLATE Cn o� 3� " Nfa•0�O 3 1/2" _ _ _ _ co I I I w O C: on U Eu 'j,L w�oco „ /2 CN >o 214-JNN \ N LL -0.— \ " ,2,2 E,2 N ' N ,� � � T � FERRULE INSERTS „ � » � I � Z C� v ,. q 9/16 DIA. HOLES IN WELD " -a ° o v `� 2 1 2" » 2 9/16 HOLES AT PLATE AND 1 2"-13NC �' „1 /2 x8 x1„-0 W/ WELD t-3/4%8 „„x1'_9„ W/ O N N / 5 1 /2 FERRULE INSERTS / OF PLATE (4)-1 /2 DIA. x 5 LONG OF PLATE (8)-1/2” DIA. x 5" LONG 0 0 I _" '� F-43 FERRULE INSERTS O HEADED STUDS WELDED TO LI J HEADED STUDS WELDED TO RL � � ° a AND F-45 CAP PLUG BY PLATE PLATE a��ou DAYTON -SUPERIOR. .O"(a= W Q �L =ate WELD PLATE PL 5 WELD PLATE PL -6 WELD PLATE PL -7 Q r1o�O-4 (20 REQUIRED 2 RE UIRED �� - Q (6 REQUIRED v ` o v � N SCALE: 1 1 /2" = 1'-0" SCALE: 1 1 2 = 1'-01' " _ ' " >=uv,.0 \ o / o �, N SCALE: 1 1 /2 - l'- - -� c U L -OOVO16— C14 8 N \ } O.0 ENGINEER SEAL / SIGNATURE O „ „ JONATHON T. SCHUCHMANN +�+ p E -0 N 6 ,� FL P.E. 60256 ' o 2 v MARK THIS LEG "T/PANEL O u +-'4— `��lll l l l►��� u u c » ���`N T. S 9y' C 0.— ,o � I L-6x6x3/8 x l' -O" �,�`��`Z;��,\C E N's'FG�y'., f OU.0 N•c N . ���� s N O " — --- — NO.6 :-9' E o�aLN CV I II 'sz- Eto O.O N \ O " i_] •0 @u C 0C,4 I -O i "Wes 11 JQ. • u o OR I 1011 •••NAI. �••• G`,,, o' -0 ° O1 o \ I 1 /2„ DIA. x 6" a� °-O•� E 3 4"� HOLES " 4" HEADED STUDS (HORIZ.) designed: CO /JTS �, I / U o � •� � �, 3„ 6„ 3" O.c r0 c drawn: -0 O O ,— N \ Q) 0 N H 11 /2" DIA. x 6" KRG /JTS CL 3 ° N - HEADED STUDS (VERT.) reviewed: JTS 690 > V ra o I '� N - INSIDE FACE OF 1 -0 .0 t tn•= to " \ O " Project code: 20-16-1197 o.E o N "I TILT -UP PANEL ^� 34— NOTE: SHIP W/ (4)-5/8"0 x 6» H� 0 ,r, I LONG SIMPSON TITEN HD ANCHORS SHEET INFORMATION on °u Q �; - (PRODUCT NO. THD62600H) • � Q) •v - L3 1/20 1 /2x1 /4 x 4'-O» , » STEEL PIECE DETAILS -0 I) (0 M LONG HOT DIP GALVANIZED L8x8x1 /2 x l' -O" LONG W/ o o > W/ (8)-1/2" DIA. x 3" LONG (4) 3/4" DIA. HOLES. �' HEADED STUDS WELDED TO r - WELD ANGLE WA -1 �oL rc o E� �4 ANGLE. 4 5 65 REQUIRED 0 4_1° ons CORNER GUARD ANGLE L-1 CORNER ANGLE L-2 1 1/2" = 1'-0" ca)o'inZ5 .N � L u E'c.aa 45 2�I=R X26 REQUIRED + SHEET NUMBER 0 LM °, AL :1 /2 1-0" 2 HOT DIP GALVANIZED) ScxucxMANN CA -2 _ .0 „ , » STRUCTURAL, ASSOCIATES •� '0 +� SCALE. 1 1 /2 = 1 —� �' h,� 7560 RRD BLIG LAKE ROAD, STE 2020 •c I` C O E _ �" OVIEDO, FLORIDA 32765 a ,,,�nys„t'•+' WEB: SSA-ENGINEERS.COM n > U � � TEL: 407.542.1280 S60 PL CA N0. 27082 Y . .. �-oo f6.9-1 C y 4- 0-0(3)2 on=> o C 0 0 � 3 '4M -C C L a) 6U aE L U E'NoC a) — E -0 E ' L N O 0 o'U 4�m oc�>. 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T/ FINISH FLOOR EL: SEE PLAN T/ WALL FOUNDATION NORTH 180° BUILDING KEY PLAN SCALE: 1/128"=l' -O" + + + + n I r-- 4,_o„ N Ln POUR -BACK + + STRIP ® e ® ® 00 (D =-ht- •— LO 14 N N T1.02 71.03 + `-' 41_011 ® Q 1 �� w i 010 POUR -BACK STRIP " oma Q N 4 i- "' 3Lnoo 00 T1.02 T1.03 71.'3 72T1 a" T1.02 T1.03 CD 47 P46 P45 P44 P43P42 P41 I N M `J (-3'-0„) V' (-5'-0") (-5'-0") 'To (-1'- ,12-6" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 61' `- (12'-51„) (24,_114„) (24,-114„) J. (24'-114») (24,_114„) ,1211- rn (24,_114„) 150, _ O„ __0 18 T 20 TTGRID 22 23 575'-0" LINE 1 25'-0" 25'-0" �, 25,_0„ 25'-0» �, 25,_0„ �, 25,-0" .11 38,_o„ 801_01) 32,_0„ 01 26'-7 5/8" 26,_8„ 26'-8 3/8" 7 1/4" (26'-74") (26'-74") (26'-74") P47 P46 E 381_0„ --- __T P45 P44 P43 P42 P41 P104 P105 P106 I� P109 P108 P107 26'-7 5/8" 26,_8„ 26'-8 3/8" (26'-7411) (26'-74") (26'-74") 2,_O„ 80'-011 39'-n„ o c c� C) c c 00 I C::, LC Q, « C) o C cV ^ c� t7 � n t� 0 I TILT -UP PANEL DIMENSIONAL CONTROL PLAN SCALE: 3/64”=1'-0” EL: 0'-0” (REF.) T/ FINISH FLOOR EL: SEE PLAN T/ WALL FOUNDATION NORTH 180° BUILDING KEY PLAN SCALE: 1/128"=l' -O" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 575,_0„ P22 25'-0" 25'-0" 25'-011 25'-0" 25'-0" 25'-0" 25'-O» 25'-0» 25'-0" 25'-0» 25'-0" 25'-0" 25'-0" 25'-0» 25'-0" 25'-0" " 9 1/4" v If 25'-0" 25'-0 0 GRID 19 11'-8 3/4° 25,_0» 25,_0" 25,_0„ 25'-0" 25'-0" 25'-0" 25'-0" 25f_0f, 25'-0" 25'-0" 25'-0" 25'_0" 25'-0" 25,_0„ 25'-0" 25'-0" 25'-0" Ak�EL: 31'-10" TILT—UP Ou a) v, 25-0" 25'-0" � a)=3 25'-0" 25'-0" a) 7 TO GRID 1A L2 11 0- oe Q I 1A - ��ou 4T .(u = EL: 31'-10" H�2 E T/PANEL T/ PANEL EL: O,_0„ -- — — — — — — — — -- ------- — — — — — — N -- ------- — — — — — — — -- ------- — — — — — - - - - - - - — — — — — — — — -- ----- — — — — — — m ------- — — — — — — — — — ------- — — — — — I ------- — — — — — — — — -- - ----- — — — — — — m -- ------- — — — — — — — -- ------t------------ — — — — — — — — — — — — — -- — — — — — ------- — — — — — — — — -- ------- — — — — — F] - - - - - - - — — — — — — — — p 7 -- ------- Eoa T/SLAB ON GRADE V1 = fC u>, 0-0_ P01 P02- P03- PO4- P05- P06- P07- P08- P09- P10 P11 P12 EAST INTERIOR TILT—UP PANEL ELEVATION- 20 is nn n23 n24 P21- P22 �--oru EAST INTERIOR TILT—UP Ou a) v, 25-0" 25'-0" � a)=3 25'-0" 25'-0" a) 7 TO GRID 1A L2 11 0- oe Q I 1A - ��ou 4T .(u = EL: 31'-10" H�2 E T/PANEL - - ° °c - ---�-�--- w" 4-1 ------- ---�-�--- c c 0 .v •L. C 41 L m L �`'° T SLAB ON GRADE / PANEL 0 . ^off Eoa V1 = fC u>, 0-0_ Oa 0,0 N _ _ _ _ — .--K_y_. C N H u o E EL: 31'-10" "J) , w ---- — — — — — — — �u — — — — — — — T/PANEL cM o — — — — — — — +-' U -00 — — — — — — — — � N fCi () i 4- -------- ------- �i — — — — — — — — — — — — — — a0o00 •� L 0 2 L �u u ------- ------- 00�-�tOi,� 0� ------- ----- Q).c: a) -o , aj ------- �>%- N -C ------- ------- ca= 000of ------- EL: 0'-0" � L L 0.,j ON GRADE Oo �-, L u 4- .� �, 0 o ° �'a' -Ca oc Ha;4-o oc-Eot -vo`'�o a Cc=) -' M� 0 N a) ------- Vf c�CO11A O=3.cH ------ EL: 0'-0" M e-% 0 v�ucr�a N a) a N°� � � .N .0 P01 P02- P03- PO4- P05- P06- P07- P08- P09- P10 P11 P12 EAST INTERIOR TILT—UP PANEL ELEVATION- 20 is nn n23 n24 25'-0" V 25-0" 25'-0" 25'-0" 259_001 1 I 3/4"I, V ------------------------------------------------ ------------------------------------------------ ------------------------------------- P19 P20 P21- P22 575'-0" EAST INTERIOR TILT—UP PANEL 25-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 7 TO GRID 1A EL: 37'-0 1/210 141-911 25 -0 25 -0 25 -0 11 lir oe Q I 1A - 25'-0" V 25-0" 25'-0" 25'-0" 259_001 1 I 3/4"I, V ------------------------------------------------ ------------------------------------------------ ------------------------------------- P19 P20 P21- P22 P23 P24 EAST INTERIOR TILT—UP PANEL ELEVATION QJ°"_U A � = L Y 150'-0" Oc0 INTERIOR L 25'-0" (� > Vf H Vf O •v 0 F-�F� a _ E4-_ 86,_0„ o ' an 7 .n y cc '=A EL: 37'-0 1/210 141-911 25 -0 25 -0 25 -0 0 °- a o t a T/PANEL @ RIDGE ��ou .(u = EL: 31'-10" H�2 E T/PANEL P1 3 P1 4 P15 B c D E F 385'-0" op 85'-0» 60,_0„ 19,_0» 641_411 70,_8» 25 I-011201-611 25 -0PI Y 25 -001 y 25-0 it v 25 -0 25 -0 u.25'-0 25 -0 25 $-oil25I-Ogg P16 9 1/4 23'-11 3/4" G P17 o , o oT P43- �X� Y 150'-0" FXVFX INTERIOR L 25'-0" 25'-0" F-�F� 25,-0" 25'-0" 25'-0" T/PANEL f t Ono_'.. CUraavi EL: 26'_2 1/2"- /2„------- L L 0 C - - - - - - - -- - - - - - - - - - - - - - - - - ---�-�--- a)LAC0� ------- ---�-�--- --- - - - -'T o . a ca)oM �`'° T SLAB ON GRADE / PANEL 0 . a E'��a Eoa 0 a) a) ra co. -a) a., C .M 4- _ _ _ _ — .--K_y_. L C E "J) , w ---- — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----- — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------- ------- ------- — — — — — — — — — — — — — — ------ •� L 0 2 L EL: 0,_0„ --- ------- ------- ------- ------- ----- ------- ------- ------- ------- -- --- ------- ------- .� �, 0 o ° �'a' ------- ------- ------ EL: 0'-0" T/SLAB ON GRADE v�ucr�a N a) a N°� � � .N .0 P25- P26 P27 P28 P29 P30 P31 P32 P33 P34 P35 P36 P37 P38 P39 P40.o T/SLAB ON GRADE —� y, a)La�O E _ 0 � SOUTH INTERIOR TPANEL ELEVATION C: 1w A ,aj 4-1 ra L Q L '3 a w 24 n23 22 21 n2O n19 18 n n >L_0}'� O '0 u Ono v�^m'cr� a)coo,� wr-, Na) ll C- 3 - m 12'-611 25'_0 a) O _. 4-1.c >V,10 P43- P44 Y 150'-0" WEST INTERIOR L 25'-0" 25'-0" 25'-0" 25,-0" 25'-0" 25'-0" T/PANEL � Ono_'.. CUraavi a) O _. 4-1.c >V,10 P43- P44 P45 P46 P47 WEST INTERIOR L PANEL ELEVATION EL: 26'-2 1/2 TEL: 407.542. 1'280 WEn: SSA-ENGINEERS.COM ,a a� Nz T/PANEL � Ono_'.. CUraavi L Q1 L E N•pc Era >. a)LAC0� .c c •� 4 , a E •� '(uEL: 0'-0" o . a ca)oM �`'° T SLAB ON GRADE / 'N •,•- L ro U a E'��a Eoa 0 a) a) ra co. -a) a., C .M 4- L C E >um or;, -o„ 12'-6" P 41 P 42 P43- P44 P45 P46 P47 WEST INTERIOR TILT—UP PANEL ELEVATION TEL: 407.542. 1'280 WEn: SSA-ENGINEERS.COM FL CA NO. 27082 ------------- B F71 P 41 P 42 P43- P44 P45 P46 P47 WEST INTERIOR TILT—UP PANEL ELEVATION EL: 26'-2 1/2" T/PANEL EL: 0'-0" T/SLAB ON GRADE P 48 P49 P50 P 51 P52 P53 P54- NORTH INTERIOR TILT—UP PANEL ELEVATION 9 1/4 $1 EL: 31'-10" T/PANEL EL: 0'-0" T/SLAB ON GRADE P18 S CHUCHMANN STRUCTURAL ASSOCIATES ' 7560 RED BUG LAKE ROAD, STE 2020 OviEDo, FLORIDA 32765 TEL: 407.542. 1'280 WEn: SSA-ENGINEERS.COM FL CA NO. 27082 r-00 R3.Q) C y W 0-0 L a) c' a) 0.0 LO+-�� E=v3� � L NuCE v E� Lu E'Ooc E -v - vEo.^ c oc10>. c.- c� � a''fl.o -a 00� E >, C: L +�ru0u •N ,0 O Q L+;�o ca u 0u0v, +J : QLo(z Lr) � <L -.-o Lt v a,0°�, On 4' CC ,L CCc L Co L cu � O � c3v:E -oE� 0ra u u a E u0' 0 'u ctn yo.'-' ons E [24-J~ u C u J O L) c � o� L�►- C� L y }J tn, Q�Ooo .O O U u 00"+y.+yN ^onu C� rt1.0 N 'D C�L'CC 0oQora Ln L C o O N Q.uCC Cy+O+�0 oc�ou U.- 0u�L C N c:�Q cc,: o L ° Q) a C: U M 0 o u QC) CL—L E •j,+� u c a�oc0 �N N ouau o2uE4- C:Cft cc-vRSy y y0. d.� Ls ._�.. Q Q)a�0_u -� Ln cLCQC RS o 4. u0 �+ U O 'd CCC-' >CuLn u=Can (0 =3 ..a O Ln O C N L N A (3) s 0 'p wu �-' ( O O L L E o°°�°�' (2uc�s Cou° in 0J1 L c in�iE0 NLmQs O E��a �a)'3Co .4+ N u C: L CT �•� ao a� >L0�c �u 0 0 on o U y c fCS a, max. a) co v°3-L'N . n.3�•o a) O == c u y N 0 y �0•�0 u 4_ y C L _C: on ° C_uf2CL 3�'L•U_ fSi L r4- L E ,D ^ y(a cE on OJ in C .2 O L C � )'OL- cE_-va)0 O:OCN do C a) O 'in 4- 0 4- v, ••- aci E'a E°a a, 0 :oqo> cO,000 (JZ3^sc a)E ��°ucu" n18 n17 EL: 31'-10" T/PANEL 16 15 n n 12 EL: 0'-0" T/SLAB ON GRADE P55 P56 P57 149'-5 1/4" P59 1,-4„ WEST 9 1/4' 25,_0» 25'-0" 25'-0" 25'-0" 25'-0" 23'-8" 13'-61/4" LO 22'_8» 29'-2" 22'-8" 16'-11" V 20'-0" 24'-6" _ ]XI L/ "L "LIXL- > -F _� T7JXC I', 1�7 — _ ----- ._ - - — — — — — — — - - + # ♦ + ♦ # ♦ # ♦ # + # + ♦ + ♦— x 5 J- 1�7 _D7 _ EL: 0'-0" T/SLAB ON GRADE P55 P56 P57 P58 P59 I —a P60 P 61 WEST INTERIOR TILT—UP PANEL ELEVATION- 25'-0" 25'-0» E 1'-0"D 19'-0" 9 1/4" 1. 181_2 3/4"1 EL: 32'-7 1 /2"I I) EL: 31'-10" T/PANEL T/ PANEL EL: 0'-0" - - - EL: 0'-0" T/SLAB ON GRADE T/SLAB ON GRADE P69 SOUTH INTERIOR TILT—UP PANEL ELEVATION EL: 37'-0 T/PANEL 0 EL: 31'-10" T/PANEL EL: 0'-0" T/SLAB ON GRADE IF EL: 31'-10" / T PANEL EL: 0'-0" T/SLAB ON GRADE E D 1'-0" 19'-0" 9 1/4 " 4" F18'-2 3/4„ 3 EL: 32'-7 1/2" T/PANEL Y12 2 -1 1/4" 25,-0„ _2j_ 14'-7 1/411 EL: 32'-7 1/2" `fy' T/ PANEL EL: 0'-0" EL: 0'-0" T/SLAB ON GRADE T/SLAB ON GRADE P62 NORTH INTERIOR TILT—UP PANEL ELEVATION n n C+� n n n, EL: 31'-10" T/PANEL EL: 0'-0" T/SLAB ON GRADE 24'-6" 20,-0" 16'-8" 25,_0„ 25-0" 25'-0" 12'-6" - - - - - - -- - - - - - - - - - - - -- - - - - N --------- 1-7 P70 P 71 P72 P73 P74 P75 P76 WEST INTERIOR TILT—UP PANEL ELEVATION P77 P78 P79 P80 1._4» P82 148'-8" P84 NORTH 23'-8" 25,-0" 25'-0„ 25-0" 25'-0" 25'-0» EL: 31'-10" T/PANEL EL: 0'-0" T/SLAB ON GRADE 24'-6" 20,-0" 16'-8" 25,_0„ 25-0" 25'-0" 12'-6" - - - - - - -- - - - - - - - - - - - -- - - - - N --------- 1-7 P70 P 71 P72 P73 P74 P75 P76 WEST INTERIOR TILT—UP PANEL ELEVATION P77 P78 P79 P80 P81 P82 P83 P84 NORTH INTERIOR TILT—UP PANEL ELEVATION 212mem �i• EL: 31'-10" T/PANEL EL: 0'-0" T/SLAB ON GRADE 11 10 9 7 129'-2 1/21, 8 2'-1 1/4" 25,_0„ 25'-0" 25-0" 25,_0" 25'_0» 25,_0„ 25,-0" 25'-011 .114'-7 1/4" P63 P64 P65 P66 P67 P68 WEST INTERIOR TILT—UP PANEL ELEVATION- o a -+ cN 0-0cl)C C 0 CL,a) �ocE 4-J :6cE-� a1 On L U E'Noc a) .E -0 E L, Vf Eo .�)_ 24 00�?, c0cD .6j.- > t.i••-> aJ L_ (n W.- (n CL -1= Q..4=J =3 %W0U E>.uW L ^ o .c Uc�i 4-J *' on.0 u�Co a 4-J rC u ru 'W -v _ ODUv' {-+ a' => ;J a)or0 4- 0 0.>✓ 4-+ c c 0 � L � a ^o"-2 3G)= `0 4.� a,E� urtsu>, � j 0-0 o�a�c: Ong E +:+ ~ U u,�•U U'C c 4-+ -0 c0ii �. L L V1 4 ao000 0u u 0 Cu W 0 M= N-0 C- -'L'Cc o .a0ra C: L L� N 0 0 'C .a-+ C � 0-U0c tA'U-'4..-.- OCGO4-' .0 L4-' N Q c� N0��o c u c 0 N 0_ctA NMo4.,o ,✓on cu 4j E•s,4 �L,o�o a� tJ V) Vf L O•u a) 40UE� 0a�ccra -O J5 0 N N•� ^ J n. o0-0:30 a C: Q) N a-Ev UE LL �L0Q0 X004_0 L C 4L.+ r � >cUN•- 0 c On iou= u0`= .2 .0 0 0 LA0L^co t- N A a) L o-0 ^+' u ((f 0 L O LLE34_. 0�0-a �Uc«s c: 0• cn On .0 V v .!D; -n LEO " aj Eca �, '0N'3c0 .0 t� EN4'Cc ra On L Q `3c-0+) > L_ 0 4..► 0"o u Ono a,aj-v.0 E Ucp c:aiM,cr6 .D 4-' -� n ro U O 0 0 C �c3Nv > N 0 U V1 N� N r � •:� L M.0 0 Ln -0C M 4-1 0V1�� cU -0.0 L�a)LE C '0 y1 E4 C c Ln'_OnMO acnc0_ .0 c •r 4.' ft1 aE-a'0a) o.00onOnu c a) O.N +-+ o L 4-+ to •V1 4-J L rC U c0ajL- a� o 'C _c Q ELS- a, :vac>[2 co,o�cu a� a=.+ C'��a)E L c >our'c�' ACTUAL PANEL WIDTH 11'-7 5/8" 2'-0 5/8" PEMB WIND GIRT -3" 4'-2" 4'-2" EMBED PLATE P- (U.N.O.) ACTUAL PANEL WIDR q PEMB RAFTER BEAM - EMBED PLATE PL -3 (U.N.O.) Ii PEMB WIND GIRT - EMBED PLATE PL -2 (U.N.O.) Q°P0 o T L2 M I LOI PL- STRUCTURAL REVEAL cV DIAGONALS CONC. DESIGN I CONCRETE NEI' PANEL PANEL NOTES: TL to BR 1 34'-8 5/8" WYTHE LOI I DEPTH WEIGHT STRENGTH VOLUME AREA I STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" O M fit, to TR 1 34'-8 5/8" 4,000 PSI 10.4 CY 366 SF o v STRUCTURE IS COMPLETE AND CAPABLE OF PROVIDING PERMANENT cli 5" SUPPORT FOR THE WALL PANELS. A MINIMUM OF TWO BRACES PER PANEL FACE OF THE PANEL. T RVL SHALL BE USED. 1/2 x 10 x 11 N Z 14. "SF" DENOTES STEPPED FOUNDATION LOCATION AT PANEL JOINT INDICATED. 00 5'-6" 4'-2" iU-) I T RVL �* n- \ cV P99 -P102 14.3.T/FOUNDATION EL: (-) 3'-0" AT PANELS P44 -P45 _ T RVL (OPNG) 6. I P93 -P98 T L2 LO 1/2x 8 x 8 M AS REQUIRED TO PROVIDE A SMOOTH FACE FINISH WITHOUT VOIDS OR T RVL T RVL CL V) \ l'li N a T RVL E ui �- (2) ® 7"O.C. of N J W 6.1. WALL PANELS PO1-P102 SHALL DEVELOP A MINIMUM 28 DAY <V �' = CL (n\ N H = I OAd W It 00 7. #4 WALL TIES I (2) 0 7"O.C. CONCRETE. AT PANEL JOINTS, HORIZONTAL DIMENSIONS PLUS THE DEEP REVEALS. `14 R T RVL a SEE DETAIL 18. TYPICAL PANEL THICKNESS AT PANELS P63 -P68 SHALL BE 12" WITH A � I MINIMUM STRUCTURAL THICKNESS OF 11-1/4" AT 1/2" DEEP REVEALS. 9. ALL EMBEDDED ITEMS SHOWN ARE TO BE CAST INTO THE INSIDE (UP) FACE I OF THE PANELS, UNLESS NOTED OTHERWISE. ALL REVEALS SHOWN ARE TO I (8) x 1/2"0 HSA BE CAST INTO THE OUTSIDE (DOWN) FACE OF THE PANELS, UNLESS NOTED a LO OTHERWISE. L-2 CORNER ANGLE T RVL (4) x 5/8"0 SIMPSON 11TEN HD T RVL SEE DETAIL SEE DETAIL SHEET S4.01, HOT DIP GALV. WHERE REQUIRED a \ CV cn ----- NJ T L2 a = F- En 0- 0 V) \ N O J Wr O W I #4 WALL TIES 00 I lz M M T RVL CV I C14 \ M \ I CV \ c0 I � I J W z F_ O Z N O Lu �r- #4 WALL TIES N T RVL T L2 It LO o T/RVL 00 I 8"_ r '- cn ih uj N W Q O_ C9 c~ ¢ J \ LJi to O \ •--1 = Zai L,QIN n= F O p LNC W 1- W > (4)TIES03'-0"=9'-0" '_4"r=lj L`I °- #4 WALL TIES 1'-3 5/8" ACTUAL PANEL WIDR q PEMB RAFTER BEAM - EMBED PLATE PL -3 (U.N.O.) Ii PEMB WIND GIRT - EMBED PLATE PL -2 (U.N.O.) Q°P0 1 FACE WYTHE M I LOI FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN I CONCRETE NEI' PANEL PANEL NOTES: TL to BR 1 34'-8 5/8" WYTHE WYTHE I DEPTH WEIGHT STRENGTH VOLUME AREA I STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" 1 3le-I 41.9 K fit, to TR 1 34'-8 5/8" 4,000 PSI 10.4 CY 366 SF ACTUAL PANEL WIDR q PEMB RAFTER BEAM - EMBED PLATE PL -3 (U.N.O.) Ii PEMB WIND GIRT - EMBED PLATE PL -2 (U.N.O.) 24'-11 1/4' 12'-5 5/8" 12'-5 5/8" 2'-0 5/8" 2'-0 5/8- .1 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" -5 5/8" 1.4A (7)TIES03'-8"=22'-0" 1'-5 5/8 CV d n .d � PEMB RAFTER BEAM - EMBED PLATE PL -3 (U.N.O.) � PEMB WIND GIRT - EMBED PLATE PL -2 (U.N.O.) :t \ 75P02 I FACE WYTHE M I LOI FACE cn IREVEAL PANEL LO T RVL R NET PANEL T RVL WYTHE R DEPTH WEIGHT \ r � C I AREA STEEL TROWEL FINISH - INSIDE (UP) FACE to R 3/4" T RVL I BL to TR 1 41'-1 5/8" 1 4,000 PSI 23.3 CY 00 o v STRUCTURE IS COMPLETE AND CAPABLE OF PROVIDING PERMANENT cli 5" SUPPORT FOR THE WALL PANELS. A MINIMUM OF TWO BRACES PER PANEL FACE OF THE PANEL. T RVL SHALL BE USED. 1/2 x 10 x 11 si- I I 14. "SF" DENOTES STEPPED FOUNDATION LOCATION AT PANEL JOINT INDICATED. 00 ALL WALL PANEL AND OPENING DIMENSIONS, REVEALS, BEARING POCKET iU-) I T RVL 14.2.T/FOUNDATION EL: (-) 1'-0" AT PANELS P01 -P41, P46 -P60, P71-87, L \ cV P99 -P102 14.3.T/FOUNDATION EL: (-) 3'-0" AT PANELS P44 -P45 PL -7 T RVL 14.4.T/FOUNDATION EL: (-) 5'-0" AT PANELS P42 -P43, P61 -P70, 6. I P93 -P98 I LO 1/2x 8 x 8 M AS REQUIRED TO PROVIDE A SMOOTH FACE FINISH WITHOUT VOIDS OR T RVL T RVL CL V) \ l'li N a J Q C=O +L¢J p N E ui �- (2) ® 7"O.C. of N J W 6.1. WALL PANELS PO1-P102 SHALL DEVELOP A MINIMUM 28 DAY <V �' = CL (n\ N H = I OAd W It 00 7. #4 WALL TIES I (2) 0 7"O.C. 24'-11 1/4' 12'-5 5/8" 12'-5 5/8" 2'-0 5/8" 2'-0 5/8- .1 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" -5 5/8" 1.4A (7)TIES03'-8"=22'-0" 1'-5 5/8 CV d n .d � PEMB RAFTER BEAM - EMBED PLATE PL -3 (U.N.O.) � PEMB WIND GIRT - EMBED PLATE PL -2 (U.N.O.) :t \ 24'-11 1/4" 12'-5 5/8" 12'-5 5/8" 2'-0 5/8" 2'-0 5/8- 11 4* -2" 4'-2" 4'-2" 4'-2" 4'-2" co (7)TI ES03'-8"=22'-0" -5 5/8" 1'-5 5/8 M I CV to n� mcn< W� 75P02 I FACE WYTHE STRUCTURAL WYTHE LOI FACE r I IREVEAL PANEL LO CONC. DESIGN R NET PANEL T RVL WYTHE R DEPTH WEIGHT \ 1 STRENGTII C I AREA STEEL TROWEL FINISH - INSIDE (UP) FACE to 9 1/4" 3/4" 94.2 K I BL to TR 1 41'-1 5/8" 1 4,000 PSI 23.3 CY I o v STRUCTURE IS COMPLETE AND CAPABLE OF PROVIDING PERMANENT 00 5" SUPPORT FOR THE WALL PANELS. A MINIMUM OF TWO BRACES PER PANEL FACE OF THE PANEL. T RVL SHALL BE USED. 1/2 x 10 x 11 5. I 14. "SF" DENOTES STEPPED FOUNDATION LOCATION AT PANEL JOINT INDICATED. (2) 0 8"O.C. ALL WALL PANEL AND OPENING DIMENSIONS, REVEALS, BEARING POCKET iU-) I a 14.2.T/FOUNDATION EL: (-) 1'-0" AT PANELS P01 -P41, P46 -P60, P71-87, L T/RVL P99 -P102 14.3.T/FOUNDATION EL: (-) 3'-0" AT PANELS P44 -P45 PL -7 T RVL 14.4.T/FOUNDATION EL: (-) 5'-0" AT PANELS P42 -P43, P61 -P70, 6. �M P93 -P98 I on I 1/2x 8 x 8 M AS REQUIRED TO PROVIDE A SMOOTH FACE FINISH WITHOUT VOIDS OR W T RVL CL V) \ l'li N O J Q C=O +L¢J p N E ui �- (2) ® 7"O.C. of N #4 WALL T1ES-� 6.1. WALL PANELS PO1-P102 SHALL DEVELOP A MINIMUM 28 DAY 24'-11 1/4" 12'-5 5/8" 12'-5 5/8" 2'-0 5/8" 2'-0 5/8- 11 4* -2" 4'-2" 4'-2" 4'-2" 4'-2" co (7)TI ES03'-8"=22'-0" -5 5/8" 1'-5 5/8 M I CV to n� mcn< W� � PEMB RAFTER BEAM EMBED PLATE PL -3 (U.N.O.) � PEMB WIND GIRT - EMBED PLATE L-2 (U.N.O.) 75P02 I FACE WYTHE STRUCTURAL WYTHE LOI FACE STRUCTURAL IREVEAL PANEL I DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT I TL to BR 1 41'-1 5/8" 1 STRENGTII VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" 3/4" 94.2 K I BL to TR 1 41'-1 5/8" 1 4,000 PSI 23.3 CY 818 SF 1 � PEMB RAFTER BEAM EMBED PLATE PL -3 (U.N.O.) � PEMB WIND GIRT - EMBED PLATE L-2 (U.N.O.) 24'-11 1/4n 12'-5 5/8" 12'-5 5/8" 2'-0 5/8„ 2,-0 5/8" 40-2" 4'-2" 4 -2 49-2" 40-2" R J co � ~ 1'-11 18'-9 5/8" 4'-2" (OPNG) (7)TIES03'-8"=22'-0" 1'-5 5/8" 1'-5 5/8 I CV M CV I FACE WYTHE STRUCTURAL WYTHE LOI Lo cn-� R J J cn Q PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE \ N/A I � W d I m Q 22.8 CY 800 SF w O z .%t a I st cV CD � THE STRUCTURAL STEEL ROOF FRAMING. (2) 0 9"O.C. ERECTION BRACES TO SAFELY SUPPORT THE WALL PANELS UNTIL THE I � o v STRUCTURE IS COMPLETE AND CAPABLE OF PROVIDING PERMANENT 13. ALL PANELS SHALL RECEIVE A STEEL TROWEL FINISH ON THE INSIDE (UP) 5" SUPPORT FOR THE WALL PANELS. A MINIMUM OF TWO BRACES PER PANEL FACE OF THE PANEL. T RVL SHALL BE USED. 1/2 x 10 x 11 5. I 14. "SF" DENOTES STEPPED FOUNDATION LOCATION AT PANEL JOINT INDICATED. (2) 0 8"O.C. ALL WALL PANEL AND OPENING DIMENSIONS, REVEALS, BEARING POCKET iU-) 1/2 x 8 x 12 a 14.2.T/FOUNDATION EL: (-) 1'-0" AT PANELS P01 -P41, P46 -P60, P71-87, (2) 0 5"O.C. T/RVL P99 -P102 14.3.T/FOUNDATION EL: (-) 3'-0" AT PANELS P44 -P45 PL -7 i 14.4.T/FOUNDATION EL: (-) 5'-0" AT PANELS P42 -P43, P61 -P70, 6. STRUCTURAL CONCRETE FOR WALL PANELS SHALL BE NORMAL WEIGHT P93 -P98 LO on I 1/2x 8 x 8 R AS REQUIRED TO PROVIDE A SMOOTH FACE FINISH WITHOUT VOIDS OR M T RVL \ LAYOUT DRAWINGS. 1/2 x 10 x 12 ITEMS. 5" (2) ® 7"O.C. (2) 0 9"O.C. N r- 00 6.1. WALL PANELS PO1-P102 SHALL DEVELOP A MINIMUM 28 DAY a \ I C-4 DET. 4/S5.03 It 00 7. ALL VERTICAL AND HORIZONTAL PANEL DIMENSIONS ARE TO EDGE OF I (2) 0 7"O.C. CONCRETE. AT PANEL JOINTS, HORIZONTAL DIMENSIONS PLUS THE DEEP REVEALS. `14 R T RVL SEE DETAIL SEE DETAIL 18. TYPICAL PANEL THICKNESS AT PANELS P63 -P68 SHALL BE 12" WITH A � I MINIMUM STRUCTURAL THICKNESS OF 11-1/4" AT 1/2" DEEP REVEALS. 9. ALL EMBEDDED ITEMS SHOWN ARE TO BE CAST INTO THE INSIDE (UP) FACE 00 OF THE PANELS, UNLESS NOTED OTHERWISE. ALL REVEALS SHOWN ARE TO I (8) x 1/2"0 HSA BE CAST INTO THE OUTSIDE (DOWN) FACE OF THE PANELS, UNLESS NOTED (1) 0 0-O.C. EACH LEG LO OTHERWISE. L-2 CORNER ANGLE `V (4) x 5/8"0 SIMPSON 11TEN HD T RVL SEE DETAIL SEE DETAIL SHEET S4.01, HOT DIP GALV. WHERE REQUIRED a \ CV cn NJ J W a = F- En 0- 0 V) \ N O J Wr O W I #4 WALL TIES in T RVL \ M I J W z to O Z N O Lu #4 WALL TIES 24'-11 1/4n 12'-5 5/8" 12'-5 5/8" 2'-0 5/8„ 2,-0 5/8" 40-2" 4'-2" 4 -2 49-2" 40-2" R J co � ~ 1'-11 18'-9 5/8" 4'-2" (OPNG) (7)TIES03'-8"=22'-0" 1'-5 5/8" 1'-5 5/8 I CV M ,CTUAL PANEL MDR Ii PEMB RAFTER BEAM EMBED PLATE PL -3 (U.N.O.) q PEMB WIND GIRT - EMBED PLATE PL -2 (U.N.O.) W I FACE WYTHE STRUCTURAL WYTHE LOI Lu cn-� R J J cn Q PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE \ N/A I � W d duj m Q 22.8 CY 800 SF w O z .%t a ,CTUAL PANEL MDR Ii PEMB RAFTER BEAM EMBED PLATE PL -3 (U.N.O.) q PEMB WIND GIRT - EMBED PLATE PL -2 (U.N.O.) 24'-11 1 /4" 12'-5 5/8" 12'-5 5/8" 2'-0 5/8" 2'-0 5/8" ,. 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" I-1'-5 5/8" 18'-9 5/8" 4'-2"" 10 (OPNG) (7)TIES03'-8"=22'-0" 1'-5 5/8 M C-4 n \ lV I FACE WYTHE STRUCTURAL WYTHE LOI Lu cn-� CONC. DESIGN STRENGTH CONCRETE VOLUME cn Q PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE I TL to BR 1 41'-1 5/8" N/A I � W d BL to TR 1 41'-1 5/8" .. cn 22.8 CY 800 SF cV O z (2) 0 7"O.C. DET. 6,7,8/S5.01 I O v - THE STRUCTURAL STEEL ROOF FRAMING. (2) 0 9"O.C. ERECTION BRACES TO SAFELY SUPPORT THE WALL PANELS UNTIL THE T RVL PL -4 STRUCTURE IS COMPLETE AND CAPABLE OF PROVIDING PERMANENT 13. ALL PANELS SHALL RECEIVE A STEEL TROWEL FINISH ON THE INSIDE (UP) 5" SUPPORT FOR THE WALL PANELS. A MINIMUM OF TWO BRACES PER PANEL FACE OF THE PANEL. r- SHALL BE USED. 1/2 x 10 x 11 5. I 14. "SF" DENOTES STEPPED FOUNDATION LOCATION AT PANEL JOINT INDICATED. (2) 0 8"O.C. ALL WALL PANEL AND OPENING DIMENSIONS, REVEALS, BEARING POCKET iU-) 1/2 x 8 x 12 a 14.2.T/FOUNDATION EL: (-) 1'-0" AT PANELS P01 -P41, P46 -P60, P71-87, (2) 0 5"O.C. T/RVL P99 -P102 14.3.T/FOUNDATION EL: (-) 3'-0" AT PANELS P44 -P45 PL -7 i 14.4.T/FOUNDATION EL: (-) 5'-0" AT PANELS P42 -P43, P61 -P70, 6. STRUCTURAL CONCRETE FOR WALL PANELS SHALL BE NORMAL WEIGHT P93 -P98 S5.01 DET. LS- on I 1/2x 8 x 8 (4) x 1/2"0 HSA AS REQUIRED TO PROVIDE A SMOOTH FACE FINISH WITHOUT VOIDS OR M \ LAYOUT DRAWINGS. 1/2 x 10 x 12 ITEMS. 5" (2) ® 7"O.C. (2) 0 9"O.C. N � 6.1. WALL PANELS PO1-P102 SHALL DEVELOP A MINIMUM 28 DAY A MINIMUM STRUCTURAL THICKNESS OF 6-1/2" AT 3/4" DEEP REVEALS. \ I (3) 0 71"O.C. DET. 4/S5.03 PL -11 00 7. ALL VERTICAL AND HORIZONTAL PANEL DIMENSIONS ARE TO EDGE OF I (2) 0 7"O.C. CONCRETE. AT PANEL JOINTS, HORIZONTAL DIMENSIONS PLUS THE DEEP REVEALS. `14 APPROPRIATE JOINT HOLDBACK WILL GIVE THE NOMINAL PANEL DIMENSIONS. T RVL SEE DETAIL SEE DETAIL 18. TYPICAL PANEL THICKNESS AT PANELS P63 -P68 SHALL BE 12" WITH A 8. ALL EXPOSED EDGES SHALL HAVE A 3/4" CHAMFER, UNLESS NOTED. MINIMUM STRUCTURAL THICKNESS OF 11-1/4" AT 1/2" DEEP REVEALS. 9. ALL EMBEDDED ITEMS SHOWN ARE TO BE CAST INTO THE INSIDE (UP) FACE OF THE PANELS, UNLESS NOTED OTHERWISE. ALL REVEALS SHOWN ARE TO I (8) x 1/2"0 HSA BE CAST INTO THE OUTSIDE (DOWN) FACE OF THE PANELS, UNLESS NOTED (1) 0 0-O.C. EACH LEG LO OTHERWISE. L-2 CORNER ANGLE 8x8x1/2 x12 (4) x 5/8"0 SIMPSON 11TEN HD T RVL SEE DETAIL SEE DETAIL SHEET S4.01, HOT DIP GALV. WHERE REQUIRED cn NJ J W a = F- En 0- 0 V) \ N O J Wr O W ? o= o 1 #4 WALL TIES 24'-11 1 /4" 12'-5 5/8" 12'-5 5/8" 2'-0 5/8" 2'-0 5/8" ,. 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" I-1'-5 5/8" 18'-9 5/8" 4'-2"" 10 (OPNG) (7)TIES03'-8"=22'-0" 1'-5 5/8 M C-4 n \ °P03 I FACE WYTHE STRUCTURAL WYTHE IRFVEAL DEPTfi Lu cn-� CONC. DESIGN STRENGTH CONCRETE VOLUME cn Q PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE I TL to BR 1 41'-1 5/8" N/A 9 1/4" � W d TILT °P03 EMBED PLATE SCHEDULE FACE WYTHE STRUCTURAL WYTHE IRFVEAL DEPTfi PANEL WEIGHT DIAGONALS CONC. DESIGN STRENGTH CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE I TL to BR 1 41'-1 5/8" N/A 9 1/4" 1 3/4" 92 2 K BL to TR 1 41'-1 5/8" 4,000 PSI 22.8 CY 800 SF TILT -UP WALL PANEL NOTES: EMBED PLATE SCHEDULE 1. ALL EXTERIOR WALL PANELS ARE SHOWN OUTSIDE FACE CAST DOWN. THE 10. NO OPENINGS SHALL BE MADE IN THE TILT -UP WALL PANELS, EXCEPT AS STUD LENGTH NUMBERS ON THE DIMENSIONAL CONTROL PLAN ARE SHOWN ON THE SIDE SHOWN ON THE DRAWINGS, WITHOUT PRIOR APPROVAL OF SCHUCHMANN NOTES - SEE SHEET S6.01 FOR STEEL PIECE DETAILS OF THE PANEL TO BE CAST FACE UP. STRUCTURAL ASSOCIATES, LLC. 2. ALL PANEL JOINTS SHALL BE FORMED AND SHALL BE 3/4". 11. FILL IN SLAB (POUR -BACK STRIP) SHALL BE CONSTRUCTED AND AT DESIGN 3. DET. 3,4/S5.01, 1,2 S5.03 5 DENOTES A #4 WALL TIE LOCATION. SEE PANEL LAYOUT DRAWINGS STRENGTH BEFORE WALL PANEL BRACES ARE REMOVED FROM THE PANELS FOR ALL DOCK HIGH WALL PANELS. (2) x 1/2"0 HSA FO LOCATIONS OF WALL PANEL TIEBACKS. (1) 0 O"O.C. (2) 0 7"O.C. DET. 6,7,8/S5.01 12. ALL TILT -UP PANELS SHALL BE FULLY GROUTED PRIOR TO ERECTION OF 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY THE STRUCTURAL STEEL ROOF FRAMING. (2) 0 9"O.C. ERECTION BRACES TO SAFELY SUPPORT THE WALL PANELS UNTIL THE DET. 5/S5.01 PL -4 STRUCTURE IS COMPLETE AND CAPABLE OF PROVIDING PERMANENT 13. ALL PANELS SHALL RECEIVE A STEEL TROWEL FINISH ON THE INSIDE (UP) 5" SUPPORT FOR THE WALL PANELS. A MINIMUM OF TWO BRACES PER PANEL FACE OF THE PANEL. DET. 7/S5.01 SHALL BE USED. 1/2 x 10 x 11 5. THE GENERAL CONTRACTOR AND ARCHITECT SHALL VERIFY AND APPROVE 14. "SF" DENOTES STEPPED FOUNDATION LOCATION AT PANEL JOINT INDICATED. (2) 0 8"O.C. ALL WALL PANEL AND OPENING DIMENSIONS, REVEALS, BEARING POCKET 14.1. T/FOUNDATION EL: (-) 0'-0" AT PANELS P88 -P91 1/2 x 8 x 12 AND WELD PLATE LOCATIONS AND ALL OTHER EMBEDDED ITEM LOCA11ONS WITH THE ARCHITECTURAL, ENGINEERING AND MECHANICAL DRAWINGS. ANY 14.2.T/FOUNDATION EL: (-) 1'-0" AT PANELS P01 -P41, P46 -P60, P71-87, (2) 0 5"O.C. DISCREPANCIES SHALL BE REPORTED BY NOTATION ON THE APPROVAL DRAWINGS BEFORE THE CASTING OF ANY WALL PANELS. P99 -P102 14.3.T/FOUNDATION EL: (-) 3'-0" AT PANELS P44 -P45 PL -7 3/4 x 8x 21 14.4.T/FOUNDATION EL: (-) 5'-0" AT PANELS P42 -P43, P61 -P70, 6. STRUCTURAL CONCRETE FOR WALL PANELS SHALL BE NORMAL WEIGHT P93 -P98 S5.01 DET. LS- STONE AGGREGATE. THE CONCRETE SHALL BE MECHANICALLY VIBRATED 1/2x 8 x 8 (4) x 1/2"0 HSA AS REQUIRED TO PROVIDE A SMOOTH FACE FINISH WITHOUT VOIDS OR 15. THE TILT -UP WALL PANEL THICKNESS SHALL BE AS NOTED ON THE PANEL (2) 0 5"O.C. HONEYCOMB AREAS AND TO INSURE FULL EMBEDMENT OF ALL EMBEDDED LAYOUT DRAWINGS. 1/2 x 10 x 12 ITEMS. 5" (2) ® 7"O.C. (2) 0 9"O.C. 16. TYPICAL PANEL THICKNESS AT PANELS P88 -P102 SHALL BE 7-1/4" WITH PL -10 6.1. WALL PANELS PO1-P102 SHALL DEVELOP A MINIMUM 28 DAY A MINIMUM STRUCTURAL THICKNESS OF 6-1/2" AT 3/4" DEEP REVEALS. 5" COMPRESSIVE STRENGTH OF 4.000 PSI. (3) 0 71"O.C. DET. 4/S5.03 PL -11 17. TYPICAL PANEL THICKNESS AT PANELS P01 -P62 AND P69 -P87 SHALL BE 7. ALL VERTICAL AND HORIZONTAL PANEL DIMENSIONS ARE TO EDGE OF 9-1/4" WITH A MINIMUM STRUCTURAL THICKNESS OF 8-1/2" AT 3/4" (2) 0 7"O.C. CONCRETE. AT PANEL JOINTS, HORIZONTAL DIMENSIONS PLUS THE DEEP REVEALS. 6x6_3/8 x 12" APPROPRIATE JOINT HOLDBACK WILL GIVE THE NOMINAL PANEL DIMENSIONS. 6" SEE DETAIL SEE DETAIL 18. TYPICAL PANEL THICKNESS AT PANELS P63 -P68 SHALL BE 12" WITH A 8. ALL EXPOSED EDGES SHALL HAVE A 3/4" CHAMFER, UNLESS NOTED. MINIMUM STRUCTURAL THICKNESS OF 11-1/4" AT 1/2" DEEP REVEALS. 9. ALL EMBEDDED ITEMS SHOWN ARE TO BE CAST INTO THE INSIDE (UP) FACE OF THE PANELS, UNLESS NOTED OTHERWISE. ALL REVEALS SHOWN ARE TO 31010/4 x 4'-0" (8) x 1/2"0 HSA BE CAST INTO THE OUTSIDE (DOWN) FACE OF THE PANELS, UNLESS NOTED (1) 0 0-O.C. EACH LEG (4) 0 141"O.C. OTHERWISE. L-2 CORNER ANGLE ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVEWL-COM limps ■ 1111 w w w a r c h d y n c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS 8t REVISIONS SUBMITTAL: ISSUED FOR PERMIT 7•'.`•..'`.'`. `. •..�` .. •.�.' '' 20 JULY 2016 REV.: SLAB ON GRADE REINFORCING 33 T:_::..:..'.. �'......:'. 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD, A4 22 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.Q5 10 MAY 2017 IOU CONSTRUCTION CO GENERAL Cblll TRACTORS ` r��. `Z ,•.�N Q �Qa 'Oef�W cy 1..� 1 W O UJ 0 J Ln r Z) Z 1 1 u ooa =::* o EMENT71 W U. ryZ Q Ill m Q N ENGINEER SEAL / SIGNATURE ■ JONATHON T. SCHUCHMANN FL P.E. 60256 A�. E IVsF ;0am'0 •' NO 02 6 116-7 f •z� S EOF h. � .0 40 t designed: CO / JTS drawn: KRG / JTS reviewed: JTS project code: 20-16-1197 SHEET INFORMATION TILT -UP PANEL LAYOUT -' P01 -P05 k SHEET NUMBER T2.01 EMBED PLATE SCHEDULE EMBED PLATE MARK EMBED PLATE SIZE (txWxD) QUANTITY OF HEADED STUDS STUD LENGTH COLUMNS/ SPACING ROWS/ SPACING NOTES - SEE SHEET S6.01 FOR STEEL PIECE DETAILS PL -1 1/2 x 4 x 8 (2) x 1/2"0 HSA 4" (1) 0 0-O.C. (2) 0 5-O.C. DET. 3,4/S5.01, 1,2 S5.03 5 PL -2 1/2 x 4 x 10 (2) x 1/2"0 HSA 4" (1) 0 O"O.C. (2) 0 7"O.C. DET. 6,7,8/S5.01 PL -3 3/4 x 12 x 27 (10) x 1/2"0 HSA 5" (2) 0 9"O.C. (5) 0 6-O.C. DET. 5/S5.01 PL -4 3/4 x 12 x 18 (8) x 1/2"0 HSA 5" (2) 0 8"O.C. (4) 0 5-O.C. DET. 7/S5.01 PL -5 1/2 x 10 x 11 (6) x 1/2"0 HSA 5" (3) 0 31"O.C. (2) 0 8"O.C. DET. 1/S5.01, HOT DIP GALV. PL -6 1/2 x 8 x 12 (4) x 1/2"0 HSA 5" (2) 0 5"O.C. (2) 0 9-O.C. PL -7 3/4 x 8x 21 (8 x 1 2"0 HSA 5" (2 0 4"O.C. (4 0 6"O.C. S5.01 DET. LS- 5 PL -8 1/2x 8 x 8 (4) x 1/2"0 HSA 4" (2) 0 5"O.C. (2) 0 5"O.C. DET. 1/S5.04 PL -9 1/2 x 10 x 12 (4) x 1/2"0 HSA 5" (2) ® 7"O.C. (2) 0 9"O.C. DET. 5/S5.03 PL -10 1/2 x 10 x 18 (6) x 1/2"0 HSA 5" (2) 0 7"0•C• (3) 0 71"O.C. DET. 4/S5.03 PL -11 1/2 x 10 x 10 (6) x 1/2"0 HSA 5" (3) 0 3rO.C. (2) 0 7"O.C. DET. 2/S5.08, HOT DIP GALV. WA -1 6x6_3/8 x 12" (4) x 1/2"O HSA 6" SEE DETAIL SEE DETAIL DET. 5/S4.03, 17S_5. '02, 3/S5.03 L-1 (HDG) 31010/4 x 4'-0" (8) x 1/2"0 HSA 3" (1) 0 0-O.C. EACH LEG (4) 0 141"O.C. SHEET S6.01, HOT DIP GALV. L-2 CORNER ANGLE 8x8x1/2 x12 (4) x 5/8"0 SIMPSON 11TEN HD 6" SEE DETAIL SEE DETAIL SHEET S4.01, HOT DIP GALV. WHERE REQUIRED ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVEWL-COM limps ■ 1111 w w w a r c h d y n c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS 8t REVISIONS SUBMITTAL: ISSUED FOR PERMIT 7•'.`•..'`.'`. `. •..�` .. •.�.' '' 20 JULY 2016 REV.: SLAB ON GRADE REINFORCING 33 T:_::..:..'.. �'......:'. 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD, A4 22 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.Q5 10 MAY 2017 IOU CONSTRUCTION CO GENERAL Cblll TRACTORS ` r��. `Z ,•.�N Q �Qa 'Oef�W cy 1..� 1 W O UJ 0 J Ln r Z) Z 1 1 u ooa =::* o EMENT71 W U. ryZ Q Ill m Q N ENGINEER SEAL / SIGNATURE ■ JONATHON T. SCHUCHMANN FL P.E. 60256 A�. E IVsF ;0am'0 •' NO 02 6 116-7 f •z� S EOF h. � .0 40 t designed: CO / JTS drawn: KRG / JTS reviewed: JTS project code: 20-16-1197 SHEET INFORMATION TILT -UP PANEL LAYOUT -' P01 -P05 k SHEET NUMBER T2.01 >✓ coo m Cur- Z;- ,n c(aa)m o -a o 4-J faa �,uuE E� O,On� u EviOc E-0 E vi N O u E 4 �m C Oa(a>% COar� > CLI (6a In o 'a-.� :3 0 u E>,ua) c L m oL .a (-p L� 0 0 a. mUc — a -Ln -v o u (1) cn 4-J �_J_j NU O rts L_ L �- dCL I- LL (u -a ` r +.0 0) 0 C) 4_jca On ate-' C C 0 "M L- a ra ^ O c�a:E CAQj 4�� U � U ^� •E •0 .tA in 4-J CA cu ^am a fJ a) On -a E fLa aC�+ ~ U a ra A o -J 4 • -1 mtOif m E a) `.' =3 .0 U L. QC)VI 0`'-00 � U V Vf a) L- O on OL N c aJ -a 4- 0 _c N 'a c--'L'Cc 000Om an ca L_ L_ 4-J 00= O.CU4- o- m ° a c c �+ �' 4- o a :,E o U.2 U� U ��Qav ca 0 L_ > oU ���0,� 0— _c 'V, ra _O 4-J o a) C a C E'>,+� U O c 0 a) m inLn CA L_ L 0.V a) 42 -- am 7o�•O0 N v;- 00-� 0 In. a- a n L_ L- a CU Vf a,a)�,�� .a m R3 U a) aL,NL_E C L_ aQ C rt0240 U. �L_ac— Qj >00con• Uu0'C •6 N o N 0 C a) L+ N >' 0) .a ruam0342 L_ L E 0 O o r ns � U m y�a)o,a .2uLEo Q EQj aCly c0 (u�� Ln�•C� m an ` 0- In CL aa) j L 0 4-J o-0uOno ai u H�'� m a� .0 u0oc o, 0c3Nai L+ Vf c I- a� o ' .c 0 ,� Vf y J_- Vf pCa"' LO - �-0 �� to 'a C J C L_ On O .D au(a�-a u o-�„ �-a' c(DC- r`a IV — E °" E� c a;Erc>. on a)mao J_CC}+ ++ Qj aE-aoa (n'a0av On C a). O .N 4-+ O _C 4-' to `�u a E'oc�<`t Eo°- a, -vim=�4�j ao.0- 0)­�o ^ - c -a a-•, a ACTUAL PANEL WIDTH 20'-5 1/4" PANEL RIDGE 10'-2 5/8" 10'-2 5/8" 2'-0 5/8" 2'-0 5/8" 1 R 1 R 1 R / 11 , " PEMB PURLIN 4'-2 2 -6 3 -0 2 -6 4 -2 EMBED PLATE PL -2 (U.N.O.) (DIST. FROM T7 TO T/PLATE) v r7----71 I\ /I 7'-7 5/8" ( \5'-2"/ I 7'-7 5/8" (FUTURE / OPNG) \ (6)TIES®3'-8"=18'-4" 1'-0 5/8" 1'-0 5/8" R L LO I M J CL � J = Ld o .-a Q°P30 T RVL FACE WYTHE LO REVEAL DEPTH PANEL WEIGHT DIAGONALS CONC. DESIGN STRENGTH r NET PANEI, AREA PANEL NOTES: STEEL TROWEL, FINISH - INSIDE (UP) FACE '1L to BR 42'-8 3/8" M 9 1/4" I 89.0 K I 90 22.0 CY 773 SF 0 111) = #4 WALL TIES O I LO T RVL T RVL �r I it z 04 *C-4 Cl - O T RVL ILo R \ 40 r T RVL d' I ._, T RVL ib 00 �` J w T RVL \N\j � R \ d NU' J I� .Z N 0 ¢ LO wQ O Z T RVL C i� � aw uj N I— = O 2 �A \ N � N \ � I #4 WALL 11ES C) IL �R 00 J w � e}- 00 \�j N =Q RVL r7----71 I\ /I 7'-7 5/8" ( \5'-2"/ I 7'-7 5/8" (FUTURE / OPNG) \ (6)TIES®3'-8"=18'-4" 1'-0 5/8" 1'-0 5/8" R L LO I M J CL � J = Ld o .-a Q°P30 T RVL FACE WYTHE STRUCTURAL WYTHE REVEAL DEPTH PANEL WEIGHT DIAGONALS CONC. DESIGN STRENGTH r NET PANEI, AREA PANEL NOTES: STEEL TROWEL, FINISH - INSIDE (UP) FACE '1L to BR 42'-8 3/8" N/A 9 1/4" I 89.0 K BL to TR 42'-8 3/8" 4,000 PSI 22.0 CY 773 SF 0 I = #4 WALL TIES LO T RVL T RVL z I it i� 04 N T RVL I Tn R \ 40 T RVL d' I M ib 00 T RVL J w T RVL \N\j � R \ d NU' J � \ LLL_ .Z N O ¢ Z wQ O Z "N C ow aw uj T RVL I— = O 2 N � z T/RVL #4 WALL 11ES C) IL �R r7----71 I\ /I 7'-7 5/8" ( \5'-2"/ I 7'-7 5/8" (FUTURE / OPNG) \ (6)TIES®3'-8"=18'-4" 1'-0 5/8" 1'-0 5/8" R L LO I M J CL � J = Ld o ACTUAL PANEL WIDTH 24'-11 1/4" 2'-0 5/8" 2'-0 5/8" PEMB PURLIN 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" EMBED PLATE ELS (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) v .-a Q°P30 T RVL FACE WYTHE STRUCTURAL WYTHE REVEAL DEPTH PANEL WEIGHT DIAGONALS CONC. DESIGN STRENGTH CONCRETE VOLUME NET PANEI, AREA PANEL NOTES: STEEL TROWEL, FINISH - INSIDE (UP) FACE '1L to BR 42'-8 3/8" N/A 9 1/4" 3/4" 89.0 K BL to TR 42'-8 3/8" 4,000 PSI 22.0 CY 773 SF ACTUAL PANEL WIDTH 24'-11 1/4" 2'-0 5/8" 2'-0 5/8" PEMB PURLIN 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" EMBED PLATE ELS (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) v I— = m .- #4 WALL TIES ---'7 -5 5/8" (7)TIES®3'-8"=22'-0" 1'-5 5/8" 0 d - I J d .- J = � O ACTUAL PANEL WIDTH 24'-11 1/4" 2'-0 5/8" 2'-0 5/8" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" PEMB PURLIN _ EMBED PLATE PL -2 v (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) to ¢ T RVL FACE WYTHE STRUCTURAL WYTHE REVEAL DEPTH I PANEL WEIGHT � r CONCRETE VOLUME NET PANEL AREA r � I TL to BR 1 45'-0 1/4" a LO R oo 1 106.5 K BL to TR 44'-2" T RVL 26.3 CY �r 5 I = #4 WALL TIES LO 1'-5 5/8" 1'-5 5/8 T RVL z I � i� 04 N T RVL I Tn R \ 40 T RVL d' I in ib 00 T RVL T RVL \N\j R \ R I LO J W � Q N r � (= 13- J \_ O O Q � a r � I ~o w w '- Li r - d I— = m .- #4 WALL TIES ---'7 -5 5/8" (7)TIES®3'-8"=22'-0" 1'-5 5/8" 0 d - I J d .- J = � O ACTUAL PANEL WIDTH 24'-11 1/4" 2'-0 5/8" 2'-0 5/8" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" PEMB PURLIN _ EMBED PLATE PL -2 v (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) to (7)TIES®3'-8"=22'-0" 1'-5 5/8" 1'-5 5/ R \ ¢ T RVL FACE WYTHE STRUCTURAL WYTHE REVEAL DEPTH I PANEL WEIGHT � It CONCRETE VOLUME NET PANEL AREA P C5 TL to BR 1 45'-0 1/4" a ILLJ R oo 1 106.5 K BL to TR 44'-2" L 26.3 CY 924 SF 5 .- (7)TIES®3'-8"=22'-0" T RVL #4 WALL TIES LO 1'-5 5/8" 1'-5 5/8 T RVL z I � i� 04 N � I Tn � \ 40 T RVL I I ib 00 T RVL R \ R I LO N I r � T RVL LOI r � I c0 M u = T RVL \ N � z T/RVL C) IL �R J w � d \ M 00 \�j N =Q d J Ly ¢ N N Q O Z T RVL \ �j S N CL O J J ~ Z ¢ r #4 WALL TIES ¢� Z w O Z N(�� (7)TIES®3'-8"=22'-0" 1'-5 5/8" 1'-5 5/ R \ ¢ d FACE WYTHE STRUCTURAL WYTHE REVEAL DEPTH I PANEL WEIGHT � J = CONCRETE VOLUME NET PANEL AREA P C5 TL to BR 1 45'-0 1/4" a ILLJ 1 3/4" 1 106.5 K BL to TR 44'-2" L 26.3 CY ACTUAL PANEL WIDTH 24'-11 1/401 2'-0 5/8" 2'-0 5/8" PEMB PURLIN 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" EMBED PLATE PL- N N N N N N (U.N.O.) (DIST. FROM \ T/PANEL TO T/PLATE) v v LOCIrn i1� \ CD b =N 0 9'-10 5/8" I �5'-2"� I 9'-10 5/8" 01 in I (FUTURE / OPNG) \ \_ N 'sF TO 1;0 \ T RVL — — .c} N 00 I \ M N � I N TRVL TO T RVL Q°P31 \I� FACE WYTHE STRUCTURAL WYTHE REVEAL DEPTH I PANEL WEIGHT DIAGONALS CONC. DESIGN STRENGTH CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 1 45'-0 1/4" N/A 9 1/4" 1 3/4" 1 106.5 K BL to TR 44'-2" 4,000 PSI 26.3 CY 924 SF ACTUAL PANEL WIDTH 24'-11 1/401 2'-0 5/8" 2'-0 5/8" PEMB PURLIN 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" EMBED PLATE PL- N N N N N N (U.N.O.) (DIST. FROM \ T/PANEL TO T/PLATE) v v LOCIrn i1� \ CD b =N 0 9'-10 5/8" I �5'-2"� I 9'-10 5/8" 01 in I (FUTURE / OPNG) \ \_ N 'sF TO 1;0 \ T RVL — — .c} N 00 I \ M N � I N TRVL TO T RVL ACTUAL PANEL WIDTH 24'-11 1/4" 2'-0 5/8R " 1, a 2'-0" 5/8" PEMB PURLIN 4 -2 4 -2 4 -2 4 -2 41-2- EMBED PLATE PJB (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) v v ��_IJP32 \I� FACE WYTHE STRUCTURAL WYTI-IE REVEAL DEPTH PANEL WEIGHT DIAGONALS W _O NET PANEL AREA �- 0 II J F- N = Q=Z 1 3/4" 1 103.5 K c� = O w 25.5 CY 898 SF 5 .- (7)TIES®3'-8"=22'-0" T RVL #4 WALL TIES 1'-5 5/8" 1'-5 5/8 ACTUAL PANEL WIDTH 24'-11 1/4" 2'-0 5/8R " 1, a 2'-0" 5/8" PEMB PURLIN 4 -2 4 -2 4 -2 4 -2 41-2- EMBED PLATE PJB (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) v v 9'-10 5/8 I, 5 -2 9'-10 5/8 (FUTURE (/ OPNG) \ -5 5/8" (7)TIES®3'-8"=22'-0" 1'-5 5/8" ��_IJP32 Z FACE WYTHE STRUCTURAL WYTI-IE REVEAL DEPTH PANEL WEIGHT DIAGONALS CONC. DESIGN STRENGTH _O NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 44'-2" I � 1 3/4" 1 103.5 K BL to TR 43'-3 3/4" O I 25.5 CY 898 SF 5 M T RVL I.7 � Z z I � CL N � I Tn � 40 T RVL I 00 M R \ I LO N I T RVL LOI c0 M = �a \ z T/RVL C) IL �R I 00 d \ M 00 N T RVL \ �j S N CL O J J ~ Z ¢ r p ¢� Z w O Z N(�� r � I O C1_ www w� T RVL R d cq \ 1\7 r � h7 W Q= Z ¢ O Z N 0 iD 0 w3 �= a � #4 WALL TIES 9'-10 5/8 I, 5 -2 9'-10 5/8 (FUTURE (/ OPNG) \ -5 5/8" (7)TIES®3'-8"=22'-0" 1'-5 5/8" ACTUAL PANEL WIDTH 24'-11 1/4" 2'-0 5/8" 1'-1 1/4' 2'-0 5/8" PEMB PURLIN 4'-2" 4'-2" S-0 3/4' 4'-2" 4'-2" EMBED PLATE PL -2 (U.N.O.) (DIST. FROM c T/PANEL TO T/PLATE) Rco -. C II v O LO 0 1 o� ��_IJP32 Z FACE WYTHE STRUCTURAL WYTI-IE REVEAL DEPTH PANEL WEIGHT DIAGONALS CONC. DESIGN STRENGTH CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 44'-2" N/A 9 1/4" 1 3/4" 1 103.5 K BL to TR 43'-3 3/4" 4,000 PSI 25.5 CY 898 SF ACTUAL PANEL WIDTH 24'-11 1/4" 2'-0 5/8" 1'-1 1/4' 2'-0 5/8" PEMB PURLIN 4'-2" 4'-2" S-0 3/4' 4'-2" 4'-2" EMBED PLATE PL -2 (U.N.O.) (DIST. FROM c T/PANEL TO T/PLATE) Rco -. C II v O LO 0 1 o� #4 WALL TIES -7 \ M N I =====5=====—===5==== 15'-41/8' 3'-6" 3'-6" 2'-71/8' /PL -1 CO i' _11 T/PL-10 5 3'-5 3/8" N 8'-6 5/8" 3'-4" 13'-0 5/8" (OPNG) 3'-8" 858 3'-8" 4'-4" (4)T1ES®4'-0"=12'-0" 6 5, 0- T n - Tn c� s l W _ O I ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVE@AOL.COM 111■ ■VIII w w w. a r c h d y n c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS 8t REVISIONS SUBMITTAL: ISSUED FOR PERMIT 20 JULY 2016 REV.: SLAB ON GRADE REINFORCING 33 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.® 22 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD. 55 10 MAY 2 r < f /f Z N a. D ® M �QQ 0 w O w 0 �00 V) z OOa Z :::E ummomp O W u a Q ENGINEER SEAL / SIGNATURE JONATHON T. SCHUCHMANN FL P.E. 60256 c E N CHC'�((�♦♦ qi� S F %N 0 56 '�z9 0S TE OF : �� O•1. •� designed: CO JTS w drawn: KRG / JTS reviewed: JTS project code: 20-16-197 At SHEET INFORMATION TILT -UP PANEL LAYOUT P30 -P35 A A Z a N \ d N r ' w OO .a S #4 WALL TIES -7 \ M N I =====5=====—===5==== 15'-41/8' 3'-6" 3'-6" 2'-71/8' /PL -1 CO i' _11 T/PL-10 5 3'-5 3/8" N 8'-6 5/8" 3'-4" 13'-0 5/8" (OPNG) 3'-8" 858 3'-8" 4'-4" (4)T1ES®4'-0"=12'-0" 6 5, 0- T n - Tn c� s l W _ O I ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVE@AOL.COM 111■ ■VIII w w w. a r c h d y n c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS 8t REVISIONS SUBMITTAL: ISSUED FOR PERMIT 20 JULY 2016 REV.: SLAB ON GRADE REINFORCING 33 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.® 22 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD. 55 10 MAY 2 r < f /f Z N a. D ® M �QQ 0 w O w 0 �00 V) z OOa Z :::E ummomp O W u a Q ENGINEER SEAL / SIGNATURE JONATHON T. SCHUCHMANN FL P.E. 60256 c E N CHC'�((�♦♦ qi� S F %N 0 56 '�z9 0S TE OF : �� O•1. •� designed: CO JTS w drawn: KRG / JTS reviewed: JTS project code: 20-16-197 At SHEET INFORMATION TILT -UP PANEL LAYOUT P30 -P35 A A OC24 N r I O e 5 T RVL I.7 � Z R I � � 40 I 00 M T RVL N I \ z T/RVL C) IL �R I 00 d \ M W \ �j S N CL O J J ~ Z ¢ Iy R p ¢� Z w O Z N(�� O C1_ www w� #4 WALL TIES -7 \ M N I =====5=====—===5==== 15'-41/8' 3'-6" 3'-6" 2'-71/8' /PL -1 CO i' _11 T/PL-10 5 3'-5 3/8" N 8'-6 5/8" 3'-4" 13'-0 5/8" (OPNG) 3'-8" 858 3'-8" 4'-4" (4)T1ES®4'-0"=12'-0" 6 5, 0- T n - Tn c� s l W _ O I ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVE@AOL.COM 111■ ■VIII w w w. a r c h d y n c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS 8t REVISIONS SUBMITTAL: ISSUED FOR PERMIT 20 JULY 2016 REV.: SLAB ON GRADE REINFORCING 33 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.® 22 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD. 55 10 MAY 2 r < f /f Z N a. D ® M �QQ 0 w O w 0 �00 V) z OOa Z :::E ummomp O W u a Q ENGINEER SEAL / SIGNATURE JONATHON T. SCHUCHMANN FL P.E. 60256 c E N CHC'�((�♦♦ qi� S F %N 0 56 '�z9 0S TE OF : �� O•1. •� designed: CO JTS w drawn: KRG / JTS reviewed: JTS project code: 20-16-197 At SHEET INFORMATION TILT -UP PANEL LAYOUT P30 -P35 A A CL 'O O �O 4 - on Q-0 C a) ra h Ln 0 c to O� H >,0 E -o c ACTUAL PANEL WIDTH �Oca� 24'-11 1/4" 2'-0 5/8" 2'-0 5/8" : E L L E oc E a)q PEMB PURLIN E 4'-2" J 'a ami m C7 �_ cC a (U.N.O.) (DIST. FROM y EMBED PLATE PL -2 �EO� (U.N.O.) (DIST. FROM .a) 0 4- Li it O�0u w ,-. N E 0T/PANELTO T/PLATE) STRUCTURAL IREVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL Q 51P36 a EAu() C L tj T RVL 0 a \ .C-QOU0 WYTHE N/A WYTHE Q .0 WEIGHT c ..-. c o STRENGTH VOLUME AREA PANEL NOTES: STEEL TROWEL FINISH -INSIDE ,w . - 4>0- L 1ra 5/8° 2'-0 5/8" 2'-0 5/8" L Q Q ra 0.0 4- o PEMB PURLIN a U ° EMBED PLATE PP- J 'a ami m C7 �_ cC a (U.N.O.) (DIST. FROM DIAGONALS Li it O�0u w STEEL TROWEL FINISH -INSIDE U.- 4-10 -a •-- c --- C: -Q Q a) oFACE STRUCTURAL IREVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL Q 51P36 a EAu() C L tj T RVL STRENGTH a \ .C-QOU0 WYTHE N/A WYTHE Q .0 WEIGHT TL to BR 40' 9 112" STRENGTH VOLUME AREA PANEL NOTES: STEEL TROWEL FINISH -INSIDE a -I u C 0 Na .- N C) a 89.5 K BL to TR 39'-11 5/8" LC�'Q 22.1 CY 777 SF (UP) FACE N r i+7 u a) 0 w TRVL 00 y a J i� I F - p N Ln y (� _ Lu L Cr tVif • a) ^ r I a ai N r a \ >�0`'O I -5Cvi Uu 0 O = O'a u ono NI LO r a)'C O fa y �j Z r ai "0 4-J x - LQ N C QQ #4 WALL TIES--• r O TRVL ao v d3 C4.- `N TRVL Q Z W p Z N a� 0-- .>~ >Nf� u 7 �= O L a) .0 �- as M � N Q)1 d �p•0 C C a-+ 4-j TRVL y cc u on0vi�� R �M rn r I a U L m L Lco I �ca)L•^ M ^off n U3c•-- c E " c >+ 4-1� cC3 N Qon w T/RVL . � 'C .1..J a_ Cn L Cn OC E"0 a) a� ¢ pz N� er o.n O yLA �S i �N y'0OonN C a). O Q �3 N LnJ r� #4 WALL TIES > N a a P= o•c-0a nils E ~ LO -1m� , L� u TRVL c ma o u V C c �= a) ^ � - ^ � d a0C%,-y r' (4)1IES®3'-4"=10'-0" .1..i 0 0 0 W .C10 a) L W -y 4-1 4-5 �- c� J \ N o a-+ M . L C C -'u O W ui d p r� o 0 L- i- = o r CA `- 0 =3 S CHUCHMANN #4 WALL TIES U�2 1'-11 5 " 18'-9 5/8" 4'-2n (OPNG) I 1 -------- ------ J 3'-6"3'-6" S-6" 3'-2"4'-0" 4'-0" 2'-51/8M /PL -1 r N T/WA-1 cl Q N 5 513'-41/8" 11'-71/8 (7)TIES03'-8"=22'-0" ACTUAL PANEL WIDTH 24'-11 1/4" 2'-0 5/8" 2'-0 5/8" PEMB PURLIN 4'-2" EMBED PLATE L-2 (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) v r r R 'Q 4-'-5 L 1ra 5/8° 2'-0 5/8" 2'-0 5/8" L Q Q ra 0.0 4- o PEMB PURLIN a U ° EMBED PLATE PP- J a m C7 �_ cC a (U.N.O.) (DIST. FROM DIAGONALS Li it KOO Wa w ACTUAL PANEL WIDTH 24'-11 1/4" 2'-0 5/8" 2'-0 5/8" PEMB PURLIN 4'-2" EMBED PLATE L-2 (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) v r r R 'Q 4-'-5 L 1ra 5/8° 2'-0 5/8" 2'-0 5/8" L Q Q ra 0.0 4- o PEMB PURLIN a U ° EMBED PLATE PP- 1'-5 5/8" a Q ~ cC a (U.N.O.) (DIST. FROM DIAGONALS oCM 4-J c�ou it C co L E w STEEL TROWEL FINISH -INSIDE U.- 4-10 -a •-- c --- C: -Q Q a) oFACE STRUCTURAL IREVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL Q 51P36 a 7-1 T RVL STRENGTH H oc u u vi .C-QOU0 WYTHE N/A WYTHE DEPTH WEIGHT TL to BR 40' 9 112" STRENGTH VOLUME AREA PANEL NOTES: STEEL TROWEL FINISH -INSIDE C C O o� 3s N .- 9 1/4" 3/4" 89.5 K BL to TR 39'-11 5/8" 4,000 PSI _ 22.1 CY 777 SF (UP) FACE 'inra04-'0 C onC u CD -pC0C0 a) !a > in L L 0•V a) 7Q •Q . in Cu Vf y C -'0 M 00-0L0 0- d m 4-1 =) tn L c a) .N ACTUAL PANEL WIDTH 0a)a+^c .>� L fa -C N -o H y u E C 24'-11 1/4" 2'-0 5/8" 2'-0 5/8" L Q Q ra 0.0 4- o PEMB PURLIN f n f n f n r n f n 4 -2 4 -2 4 -2 4 -2 4 -2 U ° EMBED PLATE PP- N .- R a Q ~ cC a (U.N.O.) (DIST. FROM DIAGONALS - it C co L E > o u Ln T/PANEL TO T/PLATE) STEEL TROWEL FINISH -INSIDE > u ca L_ 9 1/4" 3/4" 82,5 K BL to TR 37'-7" 4,000 PSI 20.4 CY 1 716 SF I (UP) FACE C.O O� 7-1 T RVL STRENGTH VOLUME .C-QOU0 STEEL TROWEL FINISH - INSIDE `n 9 1/4" - Vf Q (n C 0 L Ln 1'-5 5/8" op39 a r-o.0>,� N .- R a Q ~ v +� .cc c �, c �ca034- DIAGONALS F- Lj PANEL, NOTES: C co L E L L E STEEL TROWEL FINISH -INSIDE > u ca L_ 9 1/4" 3/4" 82,5 K BL to TR 37'-7" 4,000 PSI 20.4 CY 1 716 SF I (UP) FACE C.O O� 7-1 T RVL STRENGTH VOLUME U.+ �. STEEL TROWEL FINISH - INSIDE `n 9 1/4" 3/4" Lucrt3 LA Q) 0 TR 39'-2" N LO 768 SF OU.,C N•C .- \ rT y_,EE0 a r I\ '-�a) Eccnt, N r i+7 0 w TRVL 00 y a J i� I F - p N CD _ Lu L Cr tVif • a) ^ r I a ai N r a \ >�0`'O I N 0 O = O'a u ono NI LO r o3 y Co T RVL r ai "0 4-J x - LQ #4 WALL TIES--• r �o3•E TRVL I v d3 C4.- `N M Q Z W p Z N a� 0-- .>~ >Nf� u 7 �= O �\ � y +-+ O N y d �p•0 in TRVL y cc u on0vi�� R �M rn r I a U I �ca)L•^ M c E " c >+ cC3 N Qon w . � 'C .1..J a_ Cn L Cn OC E"0 a) a� ¢ pz N� �S r� y'0OonN C a). O Q �3 N LnJ N #4 WALL TIES a a P= o•c-0a (7)TIES®3'-8"=22'-0" \ co N Z \� d r J Aj n� o� \ O I E4- �-O+� 1'-5 5/8" op39 a r-o.0>,� N .- R a Q ~ v +� .cc c �, c FACESTRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL WYTHE DIAGONALS F- Lj PANEL, NOTES: C co L E WYTHE DEPTH WEIGHT TL to BR 38'-4 3/8" STRENGTH VOLUME AREA N/A STEEL TROWEL FINISH -INSIDE > u ca L_ 9 1/4" 3/4" 82,5 K BL to TR 37'-7" 4,000 PSI 20.4 CY 1 716 SF I (UP) FACE R R, � N 1'-5 5/8" r a 1� N .- R ui Q ~ REVEAL DEPTH PANEL#BL DIAGONALS F- Lj CONCRETE NET PANEL I _ PANEL NOTES: 00 9 1/4" DEPTH 7-1 T RVL STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE 9 1/4" 3/4" r � TR 39'-2" 4,000 PSI LO 768 SF (UP) FACE T RVL \ rT r I\ r � 1 N r i+7 •a. I w 00 a J i� I F - p N CD _ Lu 0 r Q_ I \N N #4 WALL TIES (7) TIES®3'-8"=22'-0" T zo T/PL-1 ao n r� N N T/PL-10 o I M si- L 1'-5 5/8" 1'-5 5/8" r a 1� 1P37 ui Q ~ REVEAL DEPTH PANEL#BL DIAGONALS F- Lj CONCRETE NET PANEL W a- _ L 1'-5 5/8" 1'-5 5/8" r T RVL Q ° 1P37 FACE WYTIIE STRUCTURAL WYTHE, REVEAL DEPTH PANEL#BL DIAGONALS CONC. DESIGN CONCRETE NET PANEL i� PANEL NOTES: N/A 9 1/4" DEPTH WEIGH BR 39'-11 5/8" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE 9 1/4" 3/4" 88.5 Ko TR 39'-2" 4,000 PSI 21.8 CY 768 SF (UP) FACE ACTUAL PANEL WIDTH 23'-10 5/8" 2'-0 5/8" 4'-2" 4'-2" 3'-0" '-81 PEMB PURLIN EMBED PLATE PPL -2_ ^ ,r (U.N.O.) (DIST. FROM �I T/PANEL TO T/PLATE) v v v v u 1 5/8 \4'-2" 17$-911 (OPNG) ______________________=,� T \ r T RVL \ r T RVL C3 a CV CONC. DESIGN CD k . - i� \N N I DEPTH WEIGHT CD ui VOLUME 1 1 N C7 z 9 1/4" I moi- o . LO 20.6 CY 725 SF RVL \ rT r I\ N r i 0 •a. I N 00 i� I J W z T RVL 0 Q_ I \N N ~ Q CD N 0 O = O W LO r o3 T RVL T RVL r N � \ P7 #4 WALL TIES--• r ti I J W � �� N M Q Z W p Z N C9 7 �= O � #4 WALL TIES 1 5/8 \4'-2" 17$-911 (OPNG) ______________________=,� T -T- - (7)TIES®3'-8"=22'-0" O I r T RVL \ r T RVL N I PANEL CV CONC. DESIGN CONCRETE NET PANEL i� \N -T- - (7)TIES®3'-8"=22'-0" 11 5/8" 7,,;�,45NO FACE STRUCTURAL REVEAL, PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 36'-10 5/8" STRENGTH VOLUME AREA STEEL TROWEL FINISH -INSIDE N/A 9 1/4" 3/4" 74.2 K BL to TR 36'-1 5/8" 4,000 PSI 18.3 CY 645 SF (UP) FACE ACTUAL PANEL WIDTH q PEMB PURLIN EMBED PLATEL�- (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) k T/1-2 T RVL °P38 FACE WYTHEJ T RVL REVEAL PANEL CL CONC. DESIGN CONCRETE NET PANEL I \N N/A DEPTH WEIGHT TL to BR 39'-2" ui VOLUME 1 1 AREA STEEL TROWEL FINISH - INSIDE 11 5/8" 7,,;�,45NO FACE STRUCTURAL REVEAL, PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 36'-10 5/8" STRENGTH VOLUME AREA STEEL TROWEL FINISH -INSIDE N/A 9 1/4" 3/4" 74.2 K BL to TR 36'-1 5/8" 4,000 PSI 18.3 CY 645 SF (UP) FACE ACTUAL PANEL WIDTH q PEMB PURLIN EMBED PLATEL�- (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) 24'-11 1/4" \ Q CL n C=7 k T/1-2 T RVL °P38 FACE WYTHEJ T RVL REVEAL PANEL C) CONC. DESIGN CONCRETE NET PANEL I \N N/A DEPTH WEIGHT TL to BR 39'-2" STRENGTH VOLUME 1 1 AREA STEEL TROWEL FINISH - INSIDE 9 1/4" 3/4" 83.5 K BL to TR 1 38'-4 3/8" LO 20.6 CY 725 SF (UP) FACE T RVL r r � I i� I J W z LO Q_ N A N ~ Q CD N 0 O = O W r r o3 � T RVL r #4 WALL TIES--• 24'-11 1/4" \ Q CL n C=7 kCTUAL_PANEL WIDTH - 12'-5 5/8- 2--0 5/8" � PEMB WIND GIRT -1n 4'-2" 4'-2" EMBED PLATE P (U.N.O.) T L2 \ 5 K' RETURN REVEALS CV co i R AT THIS EDGE OF M EAREL T L2 T RVL R 5 R MQWN IFA ai o oo N 00 I o ¢ ao 5 r 8'-0 3/8" 4'-51/4" T/1-2 T RVL °P38 FACE WYTHEJ STRUCTURAL WYTHE REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: N/A DEPTH WEIGHT TL to BR 39'-2" STRENGTH VOLUME 1 1 AREA STEEL TROWEL FINISH - INSIDE 9 1/4" 3/4" 83.5 K BL to TR 1 38'-4 3/8" 4,000 PSI 20.6 CY 725 SF (UP) FACE kCTUAL_PANEL WIDTH - 12'-5 5/8- 2--0 5/8" � PEMB WIND GIRT -1n 4'-2" 4'-2" EMBED PLATE P (U.N.O.) T L2 \ 5 K' RETURN REVEALS CV co i R AT THIS EDGE OF M EAREL T L2 T RVL R 5 R MQWN IFA ai o oo N 00 I o ¢ ao 5 r 8'-0 3/8" 4'-51/4" T/1-2 T RVL — 5 I LO T RVL \ I\ rn r I M J �y Q �3 N N �LL- N I— O a P= -1m� a li �= d� � r ^ � ^ � d -3 (4)1IES®3'-4"=10'-0" W #4 WALL TIES 1'-2 3/4" S CHUCHMANN Q Z P4 STRUCTURAL ASSOCIATES FACE STRUCTURAL REVEAL PANEL, DIAGONALS CONC. DESIGN CONCRETE NET PANEL a �� A 7560 RSD Buc LAKE Roan, STE 2020 2765 PANEL WYTHE WYTHE DEPTH WEIGHT TL to BR 29'-9 3/4" STRENGTH VOLUME AREA NOTES: STEEL TROWEL FINISH INSIDE ~.'- TEL: TEL: 407,542.1280 ,542.1LORIDA 80 i 280 SSA WEB: SSA-ENcmrEEas.coM N/A 9 1/4" 3/4" 39.0 K BL to TR 29'-9 3/4" 4,000 PSI 9.6 CY 339 SF - I (UP) FACE FL CA No. 27082 ! -E2. c�o� 4-- L QJ a) fo +-' C ON -0 L o - a 3 z, s 0 mN ,E1v3Ln c L aS NO 6c:E aJ ,99 L u ENoc aJ E -v E • L N -aaJ o ° 4- 'u a c oc��. c.0 co Nn.� -a O O U Ec>r� +-+you .- O Q a on -0 ua)�o aM 0u4-1 aj uv' O 0 L �d NOL aJ 0 0 aJ � 4, 4-1 c C O LmoL O aNr c�c.c N 2v Ewo 1 urtsu>. 'EUo-0 �°o4J E L- 4-J u MONO u 'C c QJ V. L Ln ,F Q�oo o cu u oon��o ;'' fL5 L N -0 00 Ora u.yQu =H r L- 4-J c�.4 O-U� uOc0�c�-O o= 0a'u4-J C'a 0 0 ro Q s - c : �> + u u Lm o� 3ma LA" y(o00 aJ cu c: E'j,+ Lj o =000cO -- 0.61 fo L O N v) •V a) cu O 0 (a— aJa)ccfa O > QJ oo-0Lc L- m TCS a,vou aJaJ+��c (aL QJ NLE 1: aQ c roo0,-o >• u .- o -0 M��46J4-0� >cu0•� v� c on io u0 -r- =3 O N O C N O.0 y� 030 ►- L. E O00cQ) co _ uL- ucra N C ,O.C: OV ..0 •14 .Ln N L E O C�Q�aJ Ec 0-61 =v (u a 0 0� Q,L4 -, � m on L vVi•� aN aJ >L_ O*J O Omo u ono u Lh Y'6j ra u o 0o E `c3Na) n. 3 C aJL:=+a,� N � � u C N NL to 0 = Zi 0 NfC a�'i V C curoay •�'n'C-p u �M4JLE -0LnM=rac cE 0 .2 on QJ in c 0 4-0 o006hu an c aJ O .N 4.1 N a, L (a U CJ E'c�a E2ci- aJ :vc� r c0.0Qj aJ 4- 4-0 _ .c c >U(aC ACTUAL PANEL WIDTH 24'-11 1/4" 12'-5 5/8" 12'-5 5/8" PEMB RAFTER BEAM EMBED PLATE PL -3 2'-0 5/8" 2'-0 5/8" (U.N.O.) 4'-2" 4'-2" V 4'-2" L, 4'-2" L, 4'-2" � PEMB WIND GIRT EMBED PLATE PL -2 (U.N.O.) 77P —L- I - -•w- -- I I I ACTUAL PANEL WIDTH 24'-11 1/4" 12'-5 5/8" 12'-5 5/8" � PEMB RAFTER BEAM EMBED PLATE PL -3 2'-0 5/8" 2'-0 5/8" R d \ 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" PEMB WIND GIRT R M . I J �!cN �� 5 �C- m 5 w J Mi O w I � O I d Cn OW m¢ = o I � "' 17 _ Cp [L -1 5 " = O N m 1 51''-2i " R `1 0- (OPNG) r I o c °N #4 WALL TIES T RVL a �i- \ M 1 M CV W FACE TRVL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE I PANEL NOTES: I N I 0 DEPTH I WEIGHT STRENGTH VOLUME AREA 1 TRVL TL to BR 39'-10 1/4" I (UP) FACE N/A \ N 1 3/4" 1 86.5K IBLtoTRI39'-101/4"I 4,000 PSI 5 750 SF '-117x8n 18'-7 5/8" 3'-4" R �� IO Z TRVL E T L-11 HDG 5 cli OWN FACE rri 1 1 1 1 1 - - - - - - - - - - I I I 1 Cn- LO I I .I e_ I 00 M TRVL 1-11 5 10'-0" ====T=—�==_ 12 -11 578 N R t-co—lol 5 w 5CL \O u ,� I TRVL — —==-- ----- 7�%m - \- I'7 m\ce a - - U- Q W I I - N JIQQ O_ Z N I � t/) CD En ui pLd CL w �� 5 d �FJ- ~ o cl� 3'-8" 3'-8" 3'-8" (4)TIES®3'-8"=11'-0" #4 WALL TIES e.0- 5 5/8" 1'-0" 1'-5 5/8" I�XJP42 a FACE STRUCTURAL I REVEAL I PANEL I DIAGONALS ICONC. DI,.SIGN I CONCRETE I NET PANEL PANEL NOTES: WYTHE WYTHE I DEPTH I VZIPHT I TL to BR 39'-10 1 I STRENGTH I pFA STEEL TROWEI, FINISH - INSIDE N/A 9 1/4" 1 3/4" r 75.0 K 1131, to TR 39'-10 1/4" 1 4,000 PSI 18.5 CY 1 648 SF (UP) FACE ACTUAL PANEL WIDTH 24'-11 1/4" 12'-5 5/8" 12'-5 5/8" � PEMB RAFTER BEAM EMBED PLATE PL -3 2'-0 5/8" 2'-0 5/8" (U.N.O.) 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" PEMB WIND GIRT EMBED PLATE PL -2 (U.N.O.) �!cN �� �C- m �U w J O w i I � O I d Cn OW m¢ = o I � "' 17 _ Cp [L -1 5 " N N J = O N m 1 51''-2i " R `1 0- (OPNG) r I U- , o 1'-5 5/8" #4 WALL TIES T RVL a �i- \ M M CV W FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE I PANEL NOTES: I N I 0 DEPTH I WEIGHT STRENGTH VOLUME AREA 1 TRVL TL to BR 39'-10 1/4" I (UP) FACE N/A \ N 1 3/4" 1 86.5K IBLtoTRI39'-101/4"I 4,000 PSI 1 21.3 CY 750 SF '-117x8n 18'-7 5/8" 3'-4" R �� IO Z TRVL (OPNG) i i� a o a cli rri 1 1 1 1 1 - - - - - - - - - - I I I 1 Cn- LO I I .I w 11 00 00 N z � I C7 1 4:�� N o M J �!cN �� �C- m �U w J O w n_� � L I d Cn OW m¢ = o I � "' I� _ Jld (7)TIES®3'-8"=22'-0" N N J = O N m CL R .- (5)TIES@4'-0"=16'-0" 4'-10" r I 1'-5 5/8" LO 1'-5 5/8" #4 WALL TIES T RVL a �i- -7 5/8" 1'-6" 11 5/8 ACTUAL PANEL WIDTH 24'-11 1/4" 12'-5 5/8" 12'-5 5/8" .PEMB RAFTER BEAM EMBED PLATE PL -3 2'-0 5/8" 2'-0 5/8" (U.N.O.) E 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" � PEMB WIND GIRT EMBED PLATE PL -2 (U.N.O.) I , I I I i �l111 N \ I I 1 •. I I Ibll 0 \ I CD � „ L, o (OPNG) T RVL — ____--______--___ •a- I M TRVL______04 _______ � N o 1 N LO TRVL d. I I I I I I 1 I I, O Z I � O U N a j M J �!cN C3 �C- m TRVL W 0. O w n_� � L \ :2 ►- z o U-) (7)TIES®3'-8"=22'-0" N N J = O CL T RVL �Uj #4 WALL TIES R #4 WALL TIES r I 1'-5 5/8" LO 1'-5 5/8" a°P43 T RVL a �i- \ M M W FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE 1 DEPTH I WEIGHT STRENGTH VOLUME AREA 1 STEEL TROWEL FINISH - INSIDE TL to BR 39'-10 1/4" I (UP) FACE N/A 9 1/4" 1 3/4" 1 86.5K IBLtoTRI39'-101/4"I 4,000 PSI 1 21.3 CY 750 SF 24'-11 1/4' � PEMB RAFTER BEAM 12'-5 5/8" 12'-5 5/8" EMBED PLATE PL -3 2'-0 5/8" 2'-0 5/8" (U.N.O.) PEMB WIND GIRT LO4'-2" 4'-2" L, 4'-2" v 4'-2" 4'-2" EMBED PLATE PL -2 (U.N.O.) to (7)TIES®3'-8"=22'-0" '-5 5/8" 1'-5 5/8" - N w 04 N a j M 3 �!cN C3 �C- m TRVL W 0. L \ d - N U-) 00 N N J = O Q O Z_ N T RVL O = LJ cV R #4 WALL TIES r I LO T RVL a �i- \ M M W < N =Q CL J \ (J7 O O S � •-- w •-- � #4 WALL TIES to (7)TIES®3'-8"=22'-0" '-5 5/8" 1'-5 5/8" - N w 04 N a j r � 3 �!cN C3 �C- m TRVL W ICTUAL PANEL WIDTH 24'-11 1/4" 12'-5 5/8" 12'-5 5/8" � PEMB RAFTER BEAM EMBED PLATE PL -3 2'-0 5/8" 2'-0 5/8" (U.N.O.) „ r „ „ „ � PEMB WIND GIRT 4'-211 4 -2 4 -2 4 -2 4'- 2 11 EMBED PLATE e� (U.N.O.) r` co I J d i CP TRVL N •- a N \ RI � � O co N N TRVL (7)TI ES@3'-8"=22'-0" I -5 5/8" 1'-5 5/I I w N J F, CL CTUAL PANEL WIDTH 12'-5 5/8" 2'-0 5/8" 2'-1" PEMB WIND GIRT v 4'-2" L, 4'-2" EMBED PLATE PL -2 (U.N.O.) I " T RVL al � N I 00 T RVL I LO TRVL \ M M W Q �' O Z 0 =w #4 WALL TIES- I I I - 4sJ RETURN REVEALS AT THIS EDGE OF PANEL -2 5/8 �I R I � I iD 00 N �1 � 04 N N r � 3 D LO TRVL W Q- 0. M C7) U-) N N J = O Q O Z_ N Gc.7 O = LJ cV #4 WALL TIES (7)TI ES@3'-8"=22'-0" I -5 5/8" 1'-5 5/I I w N J F, CL CTUAL PANEL WIDTH 12'-5 5/8" 2'-0 5/8" 2'-1" PEMB WIND GIRT v 4'-2" L, 4'-2" EMBED PLATE PL -2 (U.N.O.) I " T RVL al � N I 00 T RVL I LO TRVL \ M M W Q �' O Z 0 =w #4 WALL TIES- I I I - 4sJ RETURN REVEALS AT THIS EDGE OF PANEL -2 5/8 �I R I � I iD 00 N �1 � N N cn 3 D ? En W Q- 0. >N000 r- 4- 4--, 4- a) L 0-0 Q) C M a) R7 LA 0 L Ch 0 (cu: j L c0 CLa) cu N Ov C E on E ' .0 L u ELnOc -vEo.v a) 2E �•= 4 m oc�>. c.o co &a.— J .04-3 �aim Ln '0-4-1 0�ou Eua) L ttS o L 4-1 U 'o 0 L amiu� LA :N 0 u U y _ >- Q) om aOm L L d Q L L � L4-J.0a-+ 0000) 4a � on 0 c c .� .0 L m L CL 'o CA -0 c3c:E Q). � (au>, •E 'O 0-0 C y 4-J tn p M a �-c E 4-J ~ u O (0 O y U•L C-0 .0 (u M J a) .c 4- c L y .{J 'A Q°000 =u u y (u L O a--' M= L 'C C L00Qom a L L -J y 00O0cu 4-J C a-' C 4- OC.CO4-' U.ou,,v a.+ L 0 CO i Ntn O C U C O ' Ln o c�Ocu v ct 1 E•-4-1 c 0c0 a) w V1 Vi ,_ Lo a) 00Ea4-) ON�CitS >%N c •C •^ J y QOfl� y y 4-J -5. oa)0u .n�resv LA y i E c: 6- m - m004 - J0 oU-p>+(--0 Lc: c uVI>•Eo �VuOC .c .Q o N V) C a1 N a) o�c~ �c:0.30 LLE o 0r°R a L_ J U N -J O o C .Du=•y'r- Lm—EE0 �faQL-a) a) Ea41a.4-J (u 0 N m onm" L L CT vui•3 aN a) L 41L_ 0 4-J o-0uOno (OjyOCfC c a) co •� ai 45 u00o,c y 0.3 on.^ C 4- ai 0. 4-J� 9 y M 0 u V1 N .c y o•C y'pFOCLTiV y C L = on0.in t�— CUrO-y 3-v-Lu -o L�()LE E ,�, ,^ �y(*'c cE N ,0 a)c;cO_ .0 C C:4-Jf0 }'Oa)-OL- cE-va)O O:6OCN an O .0 +.j Ln L N L rz u aci E'°ca)<C ESQ a) 0 �r��' a co.0aj (D -_Z; r-'c:awE >raLUL. ACTUAL PANEL WIDTH 24'-11 1/4" ACTUAL PANEL WIDTH 18'-1 5/8" 5 5/8" 5 5/8" 5/8" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" " '-8" 3'-0" 4'-2" 4'-2" 4'-2" PEMB PURLIN ^ ^ ^ ^ r; PEMB PURLIN EMBED PLATE P l l �' /-\ /\ i\ /\ /'\ EMBED PLATE PL -2 !,I N N N N iv (U.N.O. DIST. FROM M M M ro rn r� (U.N.O.) (DIST, FROM " T/PANEL TO T/PLATE) -- T/PANEL TO T/PLATE) v v _ --• Ilii�r _- __ r , _-}- I o cn T L2 N CV N ; cD O O in Ln in T RVL T R'A- T I) 00 N °O 5 1'-11 T L2 T RVL (OPNG) e 04 5 R �r L_1 COR GUARD ANGLE OT D GALV, d T RVL %AT E FACE 0 ANEL. I Cn e O N R O I I 4m o 0 W N 7 \ r a s 04 O O n C4 I nl N � T RVL (OPNG) 5 5 R 04 II \ CD CD a o_ t -C-4 1 COR GUARD I I o �, LE OTD GALV.) CV N T RVL FACE 0 ANEL. R Ocn0 Z d\U 00 Z Q Q- N=p en UJ I \¢ C7 n- i- <CD Z ow R N O i O I ^ sF Z W J ~ C9 CV (7)TIES®3r -8n =22r -0n Li N CD Z J I CSD Li p W a r- T RVL 15 '-0" CD " I d- � #4 WALL TIES � a e Q I \ � N � p I �t I 8" LO 1'-0" 5 5/8" T RVL J W °P48 FACE STRUCTURAL REVEALI PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH 1 T TL to 13 32'-7 1/2" STRENGTH O U E E STEEL TROWEL FINISH - INSIDE N/A 71/4" 3/4" 38.2 K BL to TR 33'-3" 4,000 PSI 9.4 CY 330 SF I (UP) FACE 5 5 ACTUAL PANEL WIDTH 17'-11 1/4" 2'-1 5/8" 3'-3 5/8" 4'-2" 4'-2" 4'-2" PEMB PURLIN 00 EMBED PLATE PL -2 (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) v v 2'4�5/$/ 4'-2" 10'-10 5/8" (OPNG) '-2 5/8" 1'-1 5/8 2'-10 1/2' 2'-11 1/2" 2'-11" ._ 2'-11" ._ 2'-11" -5 3/8' 2'-5 3/8" 1'-0 1/ "(OPNG 5 2' 1 5/8" 2-11 8" 4'-0" 4'-0" 4'-0" (OPNG) (OPNG) (5)TIES®4'-0"=16'-O" 11 5/8" 11 5/8" N I iz LO 00 I CD n R N \ 00 Z Q Q- Z n en UJ I LLJ - ¢ t` I`� M ow - 11 5/8" i O I I- = \ r CV (7)TIES®3r -8n =22r -0n M N CD Z J I CSD Li p W a W — T RVL R C7 � " I d- o r'� � a e Q I \ � N � p I �t I LO 00 T RVL J W STRUCTURAL � RVL I O CONC. DESIGN CONCRETE NET PANEL � tLO5T z Cn sf I DEPTH I WEIGHT STRENGTH 00 AREA - o T RVL (UP) FACE N � N/A 9 1/4" 3/4" T RVL I BI. to TR 1 39'-2 3/8" 4,000 PSI a \ N M \ P\7 I a_ in JJ W � O d, ed T RVL #4 WALL TIES F'314 W � Z a_ CD \ lJi N O wJ O E O W G�9 �c" ►¢- > = o #4 WALL TIES 2'4�5/$/ 4'-2" 10'-10 5/8" (OPNG) '-2 5/8" 1'-1 5/8 2'-10 1/2' 2'-11 1/2" 2'-11" ._ 2'-11" ._ 2'-11" -5 3/8' 2'-5 3/8" 1'-0 1/ "(OPNG 5 2' 1 5/8" 2-11 8" 4'-0" 4'-0" 4'-0" (OPNG) (OPNG) (5)TIES®4'-0"=16'-O" 11 5/8" 11 5/8" N I iz LO 00 I CD n R N \ I Z Q Q- Z n en UJ ¢ _ LLJ - ¢ t` �� ow - 11 5/8" i w a- I- = 8'-11 5/8" ai 00 N ACTUAL PANEL WIDTH 25-310 1/4" /8"3'9 5/8- 3'- 7 -7 5/8" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" PEMB PURLIN ^ ^ ^ EMBED PLATE PL -2 lcilj (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) v v k LO O \ I _o e MCO i 0 N C' I Z � O T./RVL \ RI � \ N Cao I Z Q Q- •- en UJ ¢ _ O-. w 0 0 r. a - 11 5/8" i \\ O UN \ r r- (7)TIES®3r -8n =22r -0n M CI �— -a - J #4 WALL TIES CSD Li p W a W — li N C7 � \ 8'-11 5/8" ai 00 N ACTUAL PANEL WIDTH 25-310 1/4" /8"3'9 5/8- 3'- 7 -7 5/8" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" PEMB PURLIN ^ ^ ^ EMBED PLATE PL -2 lcilj (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) v v k LO O \ I _o e MCO i 0 N C' I Z � O T./RVL \ RI � \ N Cao #4 WALL TIES 15-0" 3'-6" 3'-6" 5 5/8"-f1'-0" 1'-5 5/8" �11(jJP49 a FACE STRUCTURAL REVEAL I PANEL DIAGONALS CONC. DESIGN CONCRETE I NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH I HT TL to BR 37'-4 7/8" STRENGTH O U E E STF,EI. TROWEL FINISH -INSIDE N/A 9 1/4" 1 3/4" r 61.0 K BL to TR 38'-2 1/4" 4,000 PSI r 15.1 CY 1 528 SF I (UP) FACE ACTUAL PANEL WIDTH „ 16'-7 1/4" 1'-11 5/8" 2'-1 5/8" PEMB PURLIN 4'-2" 4'-2" 4'-2" EMBED PLATE PL -2 N N N N (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) Z Q Q- •- en UJ ¢ _ O-. T RVL 0 0 r. a - 11 5/8" i \\ �= O r r- (7)TIES®3r -8n =22r -0n M CI �— -a - \ #4 WALL TIES in M C'4 r T RVL N C7 � \ I d- \ I\7 P50 rn T RVL M \_ LO T RVL J W STRUCTURAL � PANEL I O CONC. DESIGN CONCRETE NET PANEL � #4 WALL TIES 15-0" 3'-6" 3'-6" 5 5/8"-f1'-0" 1'-5 5/8" �11(jJP49 a FACE STRUCTURAL REVEAL I PANEL DIAGONALS CONC. DESIGN CONCRETE I NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH I HT TL to BR 37'-4 7/8" STRENGTH O U E E STF,EI. TROWEL FINISH -INSIDE N/A 9 1/4" 1 3/4" r 61.0 K BL to TR 38'-2 1/4" 4,000 PSI r 15.1 CY 1 528 SF I (UP) FACE ACTUAL PANEL WIDTH „ 16'-7 1/4" 1'-11 5/8" 2'-1 5/8" PEMB PURLIN 4'-2" 4'-2" 4'-2" EMBED PLATE PL -2 N N N N (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) � #4 WALL TIES 6'-2 5/8" 4'- 2" 6'-2 5/8" (OPNG) V-8 5/8' 5"- 2'-11 1/2' 2'-11 1/2" 2'-11" 2'-8 5/8' 2'-115/8" X10'-8'1.1 2'-115/8` (OPNG) Q 2'-1 3/ " 6'-4 1/2" '-1 3/4 — — (OPNG) 8'-8" 1'-6' O I zo a N \ Z Q Q- •- en UJ ¢ _ O-. mQJ 0 w CL r. a - 11 5/8" iz 5 �= O a0 (7)TIES®3r -8n =22r -0n M CI \ M \ #4 WALL TIES m M C'4 r N C7 � \ I d- o P50 _ T RVL \_ LO T RVL 0o STRUCTURAL R PANEL I O CONC. DESIGN CONCRETE NET PANEL � I z Cn sf I DEPTH I WEIGHT STRENGTH 00 AREA STEEL TROWEL FINISH - INSIDE T RVL (UP) FACE N � N/A 9 1/4" 3/4" 1 83.9 K I BI. to TR 1 39'-2 3/8" 4,000 PSI 20.7 CY 1 729 SF M j I a_ in JJ W � 04 ed T RVL #4 WALL TIES F'314 cp I it cq -,, � � w � Q_ � N \_ J N p Q 2 C.7 Z J ¢ O Z N Of 0 � #4 WALL TIES 6'-2 5/8" 4'- 2" 6'-2 5/8" (OPNG) V-8 5/8' 5"- 2'-11 1/2' 2'-11 1/2" 2'-11" 2'-8 5/8' 2'-115/8" X10'-8'1.1 2'-115/8` (OPNG) Q 2'-1 3/ " 6'-4 1/2" '-1 3/4 — — (OPNG) 8'-8" 1'-6' O I zo a N \ Z Q Q- •- en UJ ¢ _ O-. mQJ ow w CL r. a - 11 5/8" 5 10'-6 5/8" �4'-2"' 10'-6 5/8" (OPNG) n 513'-2 1/8' S 2'-10 1/2" 2'-10 1 2' 2'-10 1/2 2� 1 1/2" 5 rn I 10'-3 1 /13 "15�-C�l LO N � \ LO (T/PL-8 i N q PEMB PURLIN EMBED PLATE &-- (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) R cr) 5 (n = J cn O-. Q O Zui N r. a 5 �= O d- (7)TIES®3r -8n =22r -0n M in \ #4 WALL TIES PO I M \ 1'-7 5/8" 1'-7 5/8" \ co I P50 _ it 00 T RVL FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: z WYTHE WYTHE 1 DEPTH I WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE TL to BR 38'-47/8" (UP) FACE N � N/A 9 1/4" 3/4" 1 83.9 K I BI. to TR 1 39'-2 3/8" 4,000 PSI 20.7 CY 1 729 SF q PEMB PURLIN EMBED PLATE &-- (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) R cr) 5 T RVL 5 \ N r. a 5 fC"- I d- �+ M in C-0 \ PO I 17'-11 1/4" 11 5/8" 5 T RVL 5 a N N \\ N r. a LnT RVL CV in C-0 \ M \ \ co I _ it 00 T RVL \ M e I z I Ln 0- o 5 T RVL a \ N � M JJ W � Q Z aLiJ O Z_ N u ed #4 WALL TIES 17'-11 1/4" 11 5/8" c-0-1 ra .�, C ,, 4- 4- ^ L 0'a0� (L) rr3 Co0'a ,E =a � L =E c: E L U E'Hoc E -0v ' EN �04-U C� or- M>% / W {tA 0�ou Eua) C: L ^(� 0= ui 0.0,0< on -a u��o L aw 0 u U T a) 0 M6 a) NOL L�4-j a)oo0 4D c rCs tin j 0c:0 'C c ,,1 L Co a) L- 0 0 c; -o E r0 u U0-0 c: Ln a (a a) a) �-�E F- u o ra N 0 u,U 4J-0 (U-0 M H ra 4-� u aL Ooo �u u 00 - V1 a1 L u 0 RSA N-0 oOLFom +., = H L L bJ N �C��4- :�o-roc 0C::E04-j U i 4-J Q)i :0 v0 r0OL>U � u c a) tn 0=3.cv, •�,ra04-10 c:on00u a) c +� :6c0c0 a) ~ H N i 0.0 o Oou�E— u M .y - ONCc(a .n�.0 N !P1 ^ .� � 0 (� y 00-0 :3 o- n- mLn Val 4- 0 n 0 U a) - p�,NLE s... C:.< O rt3OO4-u >.u•- o 0 .0 C c c >cU�•on� r0 u 0 V 'C =-6 N O V1 O C N V 1a)t o ma.+ O 40- E E o„0c0) f� [2 NC )o.c = 0 N on cn� L E 0 NcL6aL'q� Ec: 4-0ns V) 4-J + rt c� on `- �• LMOLC +� >._04 -JC O-0uOno N ' U � ru 0a)M•^ ,a).X.4Q v�00.E L) N 0 o •- .c u fa N N.0 N 0-E-0 =v):6 ^T 3 � V c Ln C t✓ C on o U ry nom; �(NL'E Q) 4 E �N c (N,O on�Q O H c 0 t C •-4-, L L_ '�a)vaL 0E-va)0 O6OonN C a)_ O 'in +-+ 0= +-' N ra ac: 0E '0a,L a) Eon 0 a) vrC: a co.o�a, CU ^t c ry -o .- 0 �>Our`isL' ACTUAL PANEL WIDTH 12'-10 7/8" 7 5/8" Lp 4'-2" lw 4'-2" 3'-11 1/4" � PEMB PURLIN EMBED PLATE PP- (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) v '-5 00 I � PEMB RAFTER BEAM - EMBED PLATE PL -3 (U.N.O.) � PEMB WIND GIRT - EMBED PLATE PL -2 (U.N.O.) \ _ AV -------- 11 3/4 ' Z N \ N v =lN r �i 4'-1 1/4" 6'-4" 3'-0 5/8° 2'-81/8" 3'-1" 3'-1" ' 3 -1" O LO I rn 0D CN (OPNG) 3'-2 5/8" R /PL -8 U o M N00 f 04 T RVL iU-) I (FUTURE d- '-5 00 I � PEMB RAFTER BEAM - EMBED PLATE PL -3 (U.N.O.) � PEMB WIND GIRT - EMBED PLATE PL -2 (U.N.O.) 13'-5 7/8- 9 1/4” 12'-8 5/8" F2'-10 1/4" 2'-3 5/8" F _ 4'-2" 4'-2" 8 1/2" REVEAL 'HOLDBACK TYP. N \ _ AV -------- 11 3/4 ' N \ N i 4'-1 1/4" 6'-4" 3'-0 5/8° 2'-81/8" 3'-1" 3'-1" ' 3 -1" 5 rn 0D CN (OPNG) 3'-2 5/8" T RVL /PL -8 U o - N N00 f T RVL iU-) I (FUTURE OPNG) I (OPNG) I Ln 11 T RVL I / \ 3'-2 5/8' 3'-5" 2'-7" T RVL / 4 7/8" (OPNG) co 04 3'-6" 4'-0" 4'-0" '-7 o � 4 N = 4'-0" 4'-0" 4'-0" 4'-0" N \ °O 00 5 -3 1 T PL -1 r 4 1/2" T PL -7 3'-4" d 00 'n OPNG) 00 12'-2 5/8" N z T RVL tw I � 00 a. 00 lc -T RVL R 00 1'-3 1/4' c== N � � M f r- C) j N \ \ U cn 4'-1 1/4-69-4" 3'-0 5/8' `r CL U N \ N z Lo o J Z ¢ O Z (OPNG) jC14 H S O � �! f- = o Q�: in #4 WALL TIES R T RVL z Cn J w Z 35/8"60-4" N N N N R \ N � \ r� N Q= Z . o Z N u ~0W W .- �' (OPNG) w P,J `�CD OW a ►- = o '-�3 3)T1ES®3'-5"=6'-10' ;E w ►- _ j ', #4 WALL TIES WCL N F 11 5/8" 5 71 4" u \ N � J= Z Q Z N(if O C7_ 5 W m Q la�xIP54 Li CA- U-iO \ M Q Wa �W � �-� FACE STRUCTURAL Mrn I DIAGONALS #4 WALL TIES CONC. DESIGN I CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE 1 IREVEALPANEL DEPTH I T 1 STRENGTH O U E A E STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 34'-8" N/A 9 1/4" 1 3/4" 45.3 K BL to TR 1 35'-2" 1 4,000 PSI f 11.2 CY 392 SF 13'-5 7/8- 9 1/4” 12'-8 5/8" F2'-10 1/4" 2'-3 5/8" F _ 4'-2" 4'-2" 8 1/2" REVEAL 'HOLDBACK TYP. N ACTUAL PANEL WID q PEMB RAFTER BEAM - EMBED PLATE (U.N.O.) q PEMB WIND GIRT - EMBED PLATE PL -2 (U.N.O.) 22'-7 1/4" 12'-2 5/8" 10'-4 5/8" 1'-9 5/8" 2'-10 5/8" 4'-2" 4'-2" 4'-7" 5'-0" - M N �� \6'-4"/ a z I C 4'-1 1/4" 6'-4" 3'-0 5/8° rn rn M I 3'-0 5/8" I (OPNG) 3'-2 5/8" T RVL U o a f T RVL iU-) I (FUTURE OPNG) I (OPNG) — Ln 11 T RVL I / \ 3'-2 5/8' 3'-5" 2'-7" T RVL / 4 7/8" (OPNG) co 04 3'-6" 4'-0" 4'-0" '-7 o � 4 4'-0" 4'-0" 4'-0" 4'-0" T PL -1 °O 00 I co T RVL T PL -1 r 4 1/2" T PL -7 _ 00 a 00 12'-2 5/8" N o I � 00 0 00 lc -T RVL R 00 1'-3 1/4' c== N � 00 f r- C) j N \ \ U J 4'-1 1/4-69-4" 3'-0 5/8' `r CL U N \ N z Lo o J Z ¢ O Z (OPNG) jC14 H S O � �! f- = o Q�: in #4 WALL TIES R T RVL z M z-0 35/8"60-4" 34" R \ N � \ r� o (OPNG) LO CD o Lo CD (OPNG) (OPNG) j ', `10 r' WCL N F T RVL — — u \ N � J= Z Q Z N(if O C7_ W m to Li CA- U-iO \ M Q Wa �W � �-� (4)TIES®3, -6n =10'-6" Mrn #4 WALL TIES % CH OQ (nchCD u to N N = ¢� Z Z W O 1:1'-6 1/4" 1'-5 5/8" Lu o 0 r w = (4)T1ES®3'-0"=9'-0" W CL �j u 0 i d P55 Q Z O Z N FACE STRUCTURAL REVEALI PANEL DIAGONALS I CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE 1 DEPTH 1 WEIGHT STRENGTH VOLUME AREA STEEL TROWEL, FINISII - INSIDE (UP) FACE TL to BR 35'-4 5/8" N/A 9 1/4" 3/4" 42.9 K 1131, to TR 1 35'-4 5/8" 4,000 PSI 10.6 CY 373 SF ACTUAL PANEL WID q PEMB RAFTER BEAM - EMBED PLATE (U.N.O.) q PEMB WIND GIRT - EMBED PLATE PL -2 (U.N.O.) 22'-7 1/4" 12'-2 5/8" 10'-4 5/8" 1'-9 5/8" 2'-10 5/8" 4'-2" 4'-2" 4'-7" 5'-0" - M N ,CTUAL PANEL WIDTH 29'-1 1/4" ACTUAL PANEL WIDTH 22'-7 1/4" ACTUAL PANEL WIDTH 14'-6 5/8" 14'-6 5/8"10'-4 5/8" 12'-2 5/8" PEMB RAFTER BEAM � PEMB RAFTER BEAM � PEMB RAFTER BEAM - EMBED PLATELE--3 2' F-0 5/8" 2'-0 5/8" EMBED PLATE PL -3 2' F-10 5/8" 1'-9 5/8" EMBED PLATE PL -3 (U.N.O.) (U.N.O.) „ „ (U.N.O.) PEMB WIND GIRT 51-01' 5 -0n L. 5 -0n 5 -0n 5 -0 PEMB WIND GIRT 5 -0 4#-7" 4 -2 4 -2 q PEMB WIND GIRT - EMBED PLATE PL -2 EMBED PLATE PL -2 EMBED PLATE P1 (U.N.O.) (U.N.O.) (U.N.O.) \6'-4"/ I C M I rn rn M I 3'-0 5/8" I 6'-4"' I 3'-8" 3'-2 5/8" T RVL a f T RVL In O `' I (FUTURE OPNG) I (OPNG) — Ln __ � I / \ 3'-2 5/8' 3'-5" 2'-7" T RVL / \ (OPNG) 00I o �n o � 4 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 00 I co T RVL T PL -1 r 4 1/2" = _ 00 a cli N o I � 00 0 00 �TR R 00 - N � 00 r- C) j � I \ J '- T RVL W CL U N \ N = O J Z ¢ O Z Cf U jC14 H S O � �! f- = o Q�: T RVL #4 WALL TIES R z M z-0 35/8"60-4" 34" 3-2 5/8" o (OPNG) LO CD o Lo CD (OPNG) (OPNG) j ', `10 r' v T RVL — — — \ N � N \ to OC -4d \ 1\ \ M Q O cn Mrn % CH OQ (nchCD u to N N = ¢� Z Z W O w Lu o 0 r w = (4)T1ES®3'-0"=9'-0" W CL �j u 0 Q Z O Z N ^ En m Q ui LL 0 w Z .- (6)TIES®4'-0"=20'-0" w n_ #4 WALL TIES 1'-3 5/8" 1'-3 5/8" Q ° P56 a FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTIIE 1 DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE TL to BR 39'-9 1/8" (UP) FACE N/A 9 1/4" 1 3/4" 1 73.3 K I BL to TR 1 39'-9 1/8" 4,000 PSI 18.1 CY 637 SF ,CTUAL PANEL WIDTH 29'-1 1/4" ACTUAL PANEL WIDTH 22'-7 1/4" ACTUAL PANEL WIDTH 14'-6 5/8" 14'-6 5/8"10'-4 5/8" 12'-2 5/8" PEMB RAFTER BEAM � PEMB RAFTER BEAM � PEMB RAFTER BEAM - EMBED PLATELE--3 2' F-0 5/8" 2'-0 5/8" EMBED PLATE PL -3 2' F-10 5/8" 1'-9 5/8" EMBED PLATE PL -3 (U.N.O.) (U.N.O.) „ „ (U.N.O.) PEMB WIND GIRT 51-01' 5 -0n L. 5 -0n 5 -0n 5 -0 PEMB WIND GIRT 5 -0 4#-7" 4 -2 4 -2 q PEMB WIND GIRT - EMBED PLATE PL -2 EMBED PLATE PL -2 EMBED PLATE P1 (U.N.O.) (U.N.O.) (U.N.O.) a P.M. X10'-8" 2'-7" 3'-5" 3'-2 5/8' ,-,(OPNG) (OPNG) 28'-4 1/4" 4 1/2" T/PL-7 10'-8" (OPNG) -13/" 6'-41/2" '-1 (OPNG) 8'-2" 1\ A I N \ 2'-7" 3'-5" 3'-2 5/8" L.d (OPNG) N a LjHQ ' g J (4)TIES®3'-0"=9'-0" w a 1'-5 5/8" I C M I rn rn M I T RVL a f T RVL — — — Ln __ Na 3'-2 5/8' 3'-5" 2'-7" ca co .- (OPNG) 00I o �n o � 4 LO 00 I co T RVL 04 4 1/2" = _ 00 a cli N o LO 0 00 �TR - N � 00 C) j � I \ J W CL U N \ N = O J Z ¢ O Z Cf U jC14 H S O � �! f- = o Q�: T RVL #4 WALL TIES z ■ 3'-2 5/8' 3'-5" 2'-7" (OPNG) LO CD o z j ', o in v T RVL — — — N \ to OC -4d \ 1\ Q Mrn - - - - CH OQ (nchCD u to N N = ¢� Z Z W O Lu o 0 r w = (4)T1ES®3'-0"=9'-0" � #4 WALL TIES 1'-5 5/8" a P.M. X10'-8" 2'-7" 3'-5" 3'-2 5/8' ,-,(OPNG) (OPNG) 28'-4 1/4" 4 1/2" T/PL-7 10'-8" (OPNG) -13/" 6'-41/2" '-1 (OPNG) 8'-2" 1\ A I N \ 2'-7" 3'-5" 3'-2 5/8" L.d (OPNG) N a LjHQ ' g J (4)TIES®3'-0"=9'-0" w a 1'-5 5/8" � #4 WALL TIES----� -2 1 ME M N I 3'-2 5/8" 6'-4" 3'-8" I '6'-4"' 13'-0 5/8" (OPNG) I (FUTURE OPNG) - 3" 2'-4 1/4" 4'-0" 4'-0" 4'-0" 4' -On 4'-0" i i i i i 3'-2 5/8' " 3'-0 5 8" of / 6 -4 3 -8 6 -4 / ,(OPNG), (OPNG), (6) T1 ES@4'-0"= 20'-0" I'-3 5/8" 1'-3 5/8" I C M I a� T RVL a f d Ln o I LO as T RVL 00I M � 4 00 I co f 00 04 T RVL a z I LO o LO T RVL �TR a \ N � \ I\ C) j � I W CL U N \ N = O J Z ¢ O Z Cf U jC14 H S O � �! f- = o Q�: � #4 WALL TIES----� -2 1 ME M N I 3'-2 5/8" 6'-4" 3'-8" I '6'-4"' 13'-0 5/8" (OPNG) I (FUTURE OPNG) - 3" 2'-4 1/4" 4'-0" 4'-0" 4'-0" 4' -On 4'-0" i i i i i 3'-2 5/8' " 3'-0 5 8" of / 6 -4 3 -8 6 -4 / ,(OPNG), (OPNG), (6) T1 ES@4'-0"= 20'-0" I'-3 5/8" 1'-3 5/8" 16'-10 1/4- 12'-8 /4"12'-8 5/8" 4'-1 5/8" 2'-3 5/8" 2'-0 5/8" 4'-2" 4'-2" 4'-2" }} T/PL-2 M ' N 3'-0 5/8' 6'-4" 7'-5 5/8" j z (OPNG) \L '-7" le 4'-0" le 4'-0" it 3'-6" 3'-9 1/4" /PL -1 I - - T/PL-7 12'-3 5/8" 4'-6 5/8" e- 3 -0 5/8" 6'_4" 7'-5 5/8" (OPNG) -5 1/8" (5)TIES03'-6"=14'-0" 00 I b� M I o� T/RVL R Ln o I in R T RVL 00N I I co I a co T RVL R Ln o in �TR 04 \ N \ r� o j � � I J � W CL c7 J \_ N p Q= Z ¢ O p w aa.. w �! f- = o Q�: #4 WALL TIES 16'-10 1/4- 12'-8 /4"12'-8 5/8" 4'-1 5/8" 2'-3 5/8" 2'-0 5/8" 4'-2" 4'-2" 4'-2" }} T/PL-2 M ' N 3'-0 5/8' 6'-4" 7'-5 5/8" j z (OPNG) \L '-7" le 4'-0" le 4'-0" it 3'-6" 3'-9 1/4" /PL -1 I - - T/PL-7 12'-3 5/8" 4'-6 5/8" e- 3 -0 5/8" 6'_4" 7'-5 5/8" (OPNG) -5 1/8" (5)TIES03'-6"=14'-0" 00 L c— O 4-1 f0 A) C In 0 -0 Q) On N c Zcn0� E�v3� CLQ) to�E L vcE� E-00Lc E-0 E ' L N Q)Ot'U E `m-4- 0 C C.0 CD 5a)- a) 'a =3 0u E>,uv C L MoL ua,Di O on -0 uaci�o Q *' L rtu ra -ra 41 -c 0uOv, 4-1 u�, a)u0M L L L- C - fl. (uL-� L��41 )00.0 M on 4_0 4-J C C 0 aj 'C C a) � C LA -o E .4., 0 U U E0.0 •0 CON N4-1 Ln iA Q) Q) an -c E O (ii O v•C 4a .fl m QJ 23 Ln V L N 4-J �A Q41u000 0 u u 0 0 inN L �onu ms T^ O a••' �6 .0 N 'p u'C C OOQOm L L N c 0O�a) 0.enJ n• O C C Ln to 0 u.0L+-r Q) c: 0 v� 0 N0�a) cucotA O=r- 10 in (a 0 c 1` E '>, � u i �pCOCO > n H Ln LL- O•�a E di004- cu a) Q-Q•c0 c C Ln 4-J C :6 7� V1 aam�o- �cvtA 4-1 ra UQ) N L E � r✓ cQ O fCO0y,uO ? U O -0 C � >+r-UvOi.0 �V=con uO'C L .a :3 ZLn cu LN >.Q)= o -o ^ + +� .1.., c -0 .� L Mra03,° L- L E 000c40- n3 _ V L- u C (0 V) c: .O C C� OHbn .OVL•In'C N L -EO Q) L- Q Q) (U= -0 Q)' CO 1.., N N y0j fC Lon � L CT �•�fl.O4.1N > L- O O O-0uOno uN�'CM c�Mroa � �Y' 4 o c LO 0 c: ai (U n.3on•-� O a.0 ry J0•C—L L�"O3o In -0 C fCS +.J on0NL- c u fCf Q. Vj 3 -a -0 u f0L -J L •E a) ,L- N m c N 0�0 N'Inc0 � CC 4-J L aE-6(u= � 0 0 c u On C Q)• O O .0 +•+ cn •- Q) �'C.pQ E L- c- o a� :0 4- 0 a0o L) 0) .4-14-1 C c -0 4-1 >UML' ACTUAL PANEL WIDTF q PEMB WIND GIRT - EMBED PLATE PL -2 (U.N.O.) ..., .. . ,.R CL o i T/RVL a J ~ z Q Q Z W _ N u \ 00 •-� �a w n- o 1'-0" 5 5/8" (4)TIE PANEL NOTES: #4 WALL TIES WYTHE DEPTH 10 5/8" 10'-8" 8'-4 5/8" 1/4 2'-0" FACE STRUCTURAL REVEAL PANEL Ld WYTHE WYTHE 1 DEPTH 1 WEIGHT R N/A LO T RVL C-0 1 63—.5-K-1 BL to TR 407-3 = 5 5/8" c%, co Q 1�4 T/PL-5 00 \ °P 6 2 ? 'MELEE 10 (OPNG) 5 T RVL STRUCTURAL REVEAL R N n CONC. DESIGN �R N \ T RVL PANEL NOTES: TL to BR M WYTHE O DEPTH 1 p STRENGTH VOLUME AREA Ld LJj �< \ 9 1/4" 3/4" 1 BL to TR 41'-7 5/8" 4,000 PSI N 677 SF I R 1 24'-11 1/4" J \ U') ro R cn C¢7 T RVL T RVL o z N N — ¢ D O O — z N S-5 5/8" 14'-0" '-5 5/80 6'-2 5/8" 12'-6" 6'-2 5/8" w m w w t � \ (OPNG) J J H Z Z ¢ Q Z Z N CSD CD z w m � ORNERARD NG 5 5/8" 1'-6" AN (HOT DIPV.) T RVL — A ACH FACE OF PA L — T/PL-5 N\ R O R � \ I -- ` s --Lp- rn. I a o r- ir7 w Q N � N _~CL \ LLL- N w s J N ¢= Z C7 J WQ O Z_ N C�7 ` CSN W aZ �S O > ALL � � ui mQ 3 o 21'-0" V-11 5/ ?, > (OPNG) #4 WALL TIES o 8 5/8„ a 1 5 5/8" a o o P60 m Q T RVL ANGL T GALV.) CH FACE OF L. FACE STRUCTURAL IREVEAL PANEL I DIAGONALS I CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: TL to BR 38'-35/8" WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 9 1/4" 3/4" 51.3 K I BL to TR 1 38'-3 5/8" 4,000 PSI 12.7 CY 446 SF (UP) FACE ACTUAL PANEL WIDTH 14'-6 7/8" 2'-1 1/4- 12'-5 5/8" � PEMB RAFTER BEAM EMBED PLATE PL -3 \ 0) \ (U.N.O.) 2'-0 5/8" t` LL O Z 4'-21/4" 4'-2" 4'-2" N 1 � PEMB WIND GIRT d- EMBED PLATE PL -2 w O \ N (U.N.O.) w 3 OW �W uJ ow a w •-�i d ►- o � mQ w � (7)TIES®3'-8"=22'-0" CL CND N - N = a J ~ z Q Q Z W _ N u \ pLi = O •-� �a w n- o 1'-0" 5 5/8" (4)TIE PANEL NOTES: #4 WALL TIES WYTHE DEPTH _ IP 6 3 1'-1 1/4 2'-0" FACE STRUCTURAL REVEAL PANEL DIAGONALS WYTHE WYTHE 1 DEPTH 1 WEIGHT TL to BR 40'-2 3 N/A 12" 3/4" 1 63—.5-K-1 BL to TR 407-3 _j RI Q rj J p-, a U u - o a O CD 1LU 0 o `tea CDw JIQQ ACTUAL PANEL WIDTH 24'-5 5/8" 9 5/8" PEMB RAFTER BEAM 23'-8" EMBED PLATE PP -3 2' F-10 5/8" (U.N.O.) 1'-5" � PEMB WIND GIRT 4'-2" 4'-2" 4'-2" 4'-2" 3'-6" EMBED PLATE PL -2 (U.N.O.) K, c° a RETURN REVEALS - AT THIS EDGE OF PANEL 0 i T RVL = R N =n tll4 2'-2 5/8"10'-8" 10'-8"-10 T RVL -. R 5P61 _ I _ a a \ =10' -On it �a w n- o 1'-0" 5 5/8" NET PANEL PANEL NOTES: WYTHE 1 WYTHE DEPTH _ IP 6 3 TL to BR 1 44'-1 3/8" STRENGTH VOLUME a )NC. DESIGN CONCRETE NET PANEL PANEL NOTES: STRENGTH VOLUME 1 AREA STEEL TROWEL FINISH - INSIDE (UP) FACE 4,000 PSI 15.7 CY 425 SF ACTUAL PANEL WIDTH 24'-5 5/8" 9 5/8" PEMB RAFTER BEAM 23'-8" EMBED PLATE PP -3 2' F-10 5/8" (U.N.O.) 1'-5" � PEMB WIND GIRT 4'-2" 4'-2" 4'-2" 4'-2" 3'-6" EMBED PLATE PL -2 (U.N.O.) K, c° a RETURN REVEALS - AT THIS EDGE OF PANEL 0 i T RVL = R N =n tll4 2'-2 5/8"10'-8" 10'-8"-10 T RVL -. R 5P61 _ I _ a a \ STRUCTURAL IREVEALl PANEL DIAGONALS CONC. DESIGN 00 NET PANEL PANEL NOTES: WYTHE 1 WYTHE DEPTH I WEIGHT TL to BR 1 44'-1 3/8" STRENGTH VOLUME AREA ISTEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" 3/4" 00 BL to TR 1 44'-1 3/8" 4,000 PSI 1 18.9 CY 665 SF � #4 WALL TIES T RVL = 5 5/8" c%, co Q �\ Lo °P 6 2 ? 10 (OPNG) 5 T RVL STRUCTURAL REVEAL R DIAGONALS CONC. DESIGN Ln Z T RVL PANEL NOTES: TL to BR 40'-11 1/2" WYTHE O DEPTH 1 p STRENGTH VOLUME AREA 0 N \ 9 1/4" 3/4" 1 BL to TR 41'-7 5/8" 4,000 PSI 19.2 CY 677 SF I (UP) FACE 1 24'-11 1/4" U') ro R L- T RVL o z N N — � --T 6'-2 5/8" 12'-6" 6'-2 5/8" w < cn En 1- u C7 En W O J J H Z Z ¢ Q Z Z N CSD CD z o a ` #4 WALL TIES 5 5/8" 1'-6" 14'-0" 2'-6": (OPNG) 3'-4" 2'-2" ORNERARD (OPNG) E (HOT DIP G V.) :ACH FACE OF PA L. O (5)TIES®3'-9"=15'-0" 1p-6" ACTUAL PANEL WIDTH 18'-1 1/4" 2'-1 1/4' PEMB PURLIN R " 3'-0" 4'-2" 4'-2" 4'-2 EMBED PLATE PL -2 (U.N.O.) (DIST. FROM n T/PANEL TO T/PLATE) -2 0 0) T/1-2 = T L2 a C? o CD I M N ~ f1 \ 00 T1-2 TL2 T RVL '- I F --- F_ J �n T/PL-5 T RVL TL2 TL2 M Q J N 00 r07 w=> M cfl vI V)__j C) CnC< C) � 0 Jmo T RVL 0oTL2 TL2 _________________ S R m zwm oLn N I _ = T RVL \ R 0 0 T I rn 4 I� O W U, ai SOL F- W 4'-4" Q- 6" 1'-2" V7 N Q U d ACTUAL PANEL WIDTH 24'-11 1/4" PEMB RAFTER BEAM 12'-5 5/8" 12'-5 5/8" EMBED PLATE L-3 (U.N.O.) 2'-0 5/8" 2'-0 5/8" q PEMB WIND GIRT 4'-2" 6. 4'-2" 4'-2" 4'-2" 4' -2 - EMBED PLATE PL -2 (U.N.O.) 5P61 _ I _ a FACE STRUCTURAL IREVEALl PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE 1 WYTHE DEPTH I WEIGHT TL to BR 1 44'-1 3/8" STRENGTH VOLUME AREA ISTEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" 3/4" r 76.6 K BL to TR 1 44'-1 3/8" 4,000 PSI 1 18.9 CY 665 SF ACTUAL PANEL WIDTH 24'-11 1/4" PEMB RAFTER BEAM 12'-5 5/8" 12'-5 5/8" EMBED PLATE L-3 (U.N.O.) 2'-0 5/8" 2'-0 5/8" q PEMB WIND GIRT 4'-2" 6. 4'-2" 4'-2" 4'-2" 4' -2 - EMBED PLATE PL -2 (U.N.O.) 1CTUAL PANEL WIDTF � PEMB RAFTER BEAM - EMBED PLATE PL -3 (U.N.O.) � PEMB WIND GIRT - EMBED PLATE PL -2 (U.N.O.) W Q cn � � _ I _ M d N J V) =) _ J Q FJ¢- 4� o= ct� ow 0 (5)TIES®3'-8"=14'-8" � #4 WALL TIES O 1'-8 5/8" c%, 9'-10 5/8" 5'-2" 9'-10 5/8" Lo °P 6 2 (OPNG) T RVL STRUCTURAL REVEAL R DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: TL to BR 40'-11 1/2" WYTHE WYTHE DEPTH 1 L STRENGTH VOLUME AREA 0 N N/A 9 1/4" 3/4" r BL to TR 41'-7 5/8" 4,000 PSI 19.2 CY 677 SF I (UP) FACE 1 24'-11 1/4" U') a T RVL — N \ 6'-2 5/8" 12'-6" 6'-2 5/8" T/PL-5 a 00 --Lp- DOWN FACE T RVL ;J� 21'-0" V-11 5/ ?, > (OPNG) o ao a 1 a o o L-1 C UARD Q T RVL ANGL T GALV.) CH FACE OF L. A m= o R o w ;� Z W m \ 0) \ t` LL O Z N 1 � d- w O \ N F- Z Q� Z W NCa I� w 3 OW �W uJ ow a w •-�i d ►- o � mQ w � (7)TIES®3'-8"=22'-0" �' a � #4 WALL TIES 5 5/8" 6" 6"5 5/8" 6 Q° P64 a FACE STRUCTURALREVEAL PANEL DIAGONALS I CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: TL to BR 1 45'-0 3/8" WYTHE WYTHE DEPTH WEIGHT I 1 STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 12" 3/4" 102.6K IBLtoTRI 45-03/8" 1 4,000 PSI 25.3 CY 687 SF I (UP) FACE 1CTUAL PANEL WIDTF � PEMB RAFTER BEAM - EMBED PLATE PL -3 (U.N.O.) � PEMB WIND GIRT - EMBED PLATE PL -2 (U.N.O.) W Q cn � � _ I _ e W ``' d N J V) =) J Q FJ¢- 4� o= ct� ow (5)TIES®3'-8"=14'-8" � #4 WALL TIES 1'-8 5/8" 1'-8 5/8" °P 6 2 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: TL to BR 40'-11 1/2" WYTHE WYTHE DEPTH 1 WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 9 1/4" 3/4" 77.6 K BL to TR 41'-7 5/8" 4,000 PSI 19.2 CY 677 SF I (UP) FACE 24'-11 1/4" 12'-5 5/8" 12'-5 5/800 2'-0 5/8" 2'-0 5/8" _V-4'-2" „ 4'-2" 4'-2" 4'-2" 4'-2" . _ � •.t cD O_ J \ 0 0 z 9'-10 5/8" 5'-2" 9'-10 5/8" � o (OPNG) T RVL 0 \_ CV N U-) T RVL N \ 6'-2 5/8" 12'-6" 6'-2 5/8" i M \� I iF_ re) T/PL-5 N � \ T RVLo QJ Z N " 1 -11 5/8" 21'-0" V-11 5/ `` N Q \ (OPNG) o CD 00 z � C UARD J C) C in ¢ o ANGL T GALV.) k m o a T - R A CH FACE OF L. o O p Z W m Ni R N Z I I LL CL. C > J 14 Cn \ Nr L� Lu a w �3 d m eo ~ o #4 WALL TIES(7)TIES®3'-8"=22'-0" w 5 5/8° 6" 6" 5 5/8" 6"6 " S CHUCHMANN ¢ P 65 STRUCTURAL ASSOCIATES ' 7560 RED BUG LAKE ROAD, STE 2020 w TFLORIDA IDA x2765FA E STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NETPANELPANEL NOTES: TrE,:407.542,12e0 WYTHE WYTHE DEPTH WEIGHT TL to BR 45'-0 3/8" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE WEB: SSA ENGINEERS.COM N/A 12" 3/4" 102.6 K BL to TR 45'-0 3/8" 1 4,000 PSI 1 2.5.3 CY 1 687 SF (UP) FACE I Fl, CA No, 27082 c"o0� r- IA 4- 4- 0 -0 -0-0 c�a) ++c:CA L (] 4-J ca E'v3N a'UaL- ate' cE� E'in0a cu •E -0 E L V1 -a Eo .Y 4-4 ru c oCca;, C .- am +-1 - a''a� 'v Eat°' C L u U 4-1 0 a(au= : -c 0uuV) 4-1 A a -0t a'U0m ;✓Lao- ��_a+j OOa' a-+ 4-1 C C o .� .0 L CO a) >✓ � L � ..C�cad w 0 -j C cur- -0 a -J V1 .FJ :3 ca urau>, 0,x.0 �pn=Ln LnE a .- U O fa N 0 u'C C� � .0N m� 1 = 4- O = U L 1J a�oo0 U U N a' L O Onu O= O C Q' -D4-1 a i M N-0 C -'u'Cc 00. 0 0.00=o' L 4 - CL 0 0 4u, U.— 4-J a,0 a0i) O ca c: L) cuca'N 0 3 .c n 0�00U a' ��- 0 E '�, 4-oc0 'L-4- - U J > �n N N �Loua 00uE-) a�a'�c a o -n °n�a) N'H.�� CC-D�tn on. Q.(a 0 a'a)oU L L c a' LA -o (AA E CLCQo ca02"u >+ U O.0 C L - '0 C fa > C O V) •C =u=CO_n la u 0 . - .s✓ „Q O N N O C N L- N >, a' _ o -0 � E-0 (D os4-1 o0a�' L-ucrs �;oa'0,a Co�'intan E0 aLa' E � 4-J =vN'3c0 u c L L7 Q. a) 4-J >L-0+'0 0-0 Ono Tu W .^ 04-JiJ UO00.0 v" 4- a) O '- +, .0 U .0 N NL H 0 .a 4- A-a0au C (a oA 0 A tcf = U fa CLV; -0 U_ c: Q) 'E a Nom a a' CE 0 N.- = C.�4O� +' a' 05-0 0E-aa'� O6OCu U11 C a' o o = a--1 H N y.d L Ca U Q) E'c.DQ E00. a' O 'O+� CC2 CO,0-a)a) a' +- +-' = C c'(0 C w i. >OUCLa� AL PANEL WIDTH 24'-11 1/4" 12'-5 5/8" 12'-5 5/8" � PEMB RAFTER BEAM EMBED PLATE PL -3 2'-0 5/8" 2'-0 5/8" (U.N.O.) n n � PEMB WIND GIRT 4 -2" 4'-2" ._ 4'-2" ._ 4'-2- .. 4'- 2 ._ EMBED PLATE PP -2 (U.N.O.) r M O I N CD I a � O T RVL \R d' I LO a T RVL cD I R R N \ co I N �r I R 00 T RVL 0 -d- I Z I G p O T RVL \ Sv- M a N \ cn ` u- r O N Z I I � W = Q M- U cn N O Q = Z ¢ It Ckf 1�- 0 Cauim o 'm.3 #4 WALL TIES 5 5/8" 6" 6" (7)TIES®3'-8"=22'-0" is I 0 N T/PL-5 GO U N �Qz OQ w C-0 F-- Q uO z3m ACTUAL PANEL WIDTH ol 18'-1 1/4" 2'-1 1/4- PEMB PURLIN 4'-2" 4'-2" 4'-2" 3'-0" EMBED PLATE \ \ !,) (U.N.O.) (DIST. FROM -- °- T/PANEL TO T/PLATE)114 \ M \R N a = I-- O N N I fJ) O W J :a �} m Q W 8 m a m � d R cD 6" 5 5/8" AREA I N \ 6" M - 63.5 K ACTUAL PANEL WIDTH ol 18'-1 1/4" 2'-1 1/4- PEMB PURLIN 4'-2" 4'-2" 4'-2" 3'-0" EMBED PLATE \ \ !,) (U.N.O.) (DIST. FROM -- °- T/PANEL TO T/PLATE)114 \ M w Z d \R N a = I-- O N N I fJ) O LO J CONCRETE T RVL o T m � ^ R cD � AREA I N \ N/A M r- 63.5 K n (7)TIES®3r -8n =22r -0 eh I 15.7 CY 425 SF 00 #4 WALL TIES Q T RVL 5 5/8" 8 5/f 5 5/8" 6" O I W L i� 6" Z T RVL 611 � ° N \ N 3'-10 5/8" 51_2" 5'-6 1/4" a cn FACE STRUCTURAL f� PANEL w Z d W N a = I-- O N N \ fJ) O w< N O J CONCRETE m F- o T m U'S CLe ^ �S I AREA W cnbi �g N/A q #4 WALL TIES I'-8 5/8" (5)TIES03'-8"=14'-8" 1'-8 5/8" T/1-2 po 0o R to M TL2 Cl i —�L ACTUAL PANEL WIDTH PEMB RAFTER BEAM EMBED PLATE PL -3 (U.N.O.) q PEMB WIND GIRT EMBED PLATE PL -2 (U.N.O.) a� d- \ O N Z O in O T RVL \R L a T RVL co 04 I a N � r s R � T RVL a \ �f 00 Z I 40 i1) T RVL M a cn C14 Z: N O 24'-11 1/4" 12'-5 5/8" 12'-5 5/8" 2'-0 5/8 2-0 5/8" . _ 4'-210 41 -21' r -2n 40-2- 4'-2- 4'-2- It I 0 N RI T/PL-5 DN FACE O Lu Lu to > J 25 a J a O m O I zw m 1 —L V I —V T/PL-5 DOWN FACE o Ipn Q Z Co wQ¢ M N J CD (n O J p Q� 00 m CO 0 O mW ZWm a0 p N W N PEMB RAFTER BEAM EMBED PLATE PL -33 2'-0 5/8" N V � PEMB WIND GIRTLL N O I� w< N O CONC. DE.,SIGN CONCRETE I m F- m W �S U'S CLe 7 w o O I AREA W cnbi �g N/A O r- 63.5 K n (7)TIES®3r -8n =22r -0 4,000 PSI 15.7 CY 425 SF � #4 WALL TIES #4 WALL TIES Q CL 5 5/8" 8 5/f 5 5/8" 6" O 6" 5 5/8" W i� 6" Z O I 611 � ° P67 N 3'-10 5/8" 51_2" 5'-6 1/4" a FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTI-IE WYTHE DEPTIT 1 1 WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE TL to BR 45'-0 3/8" a (UP) FACE C7 N N/A 12" 3/4" 102.6 K BL to TR 45'-0 3/8" 4,000 PSI 25.3 CY 687 SF ACTUAL PANEL WIDTH 24'-5 5/8" 9 5/8" 8 1/2" REVEAL 23'- 8" In RVL _ HOLDBACK TYP_ PEMB RAFTER BEAM - - - - to r EMBED PLATE PL -3 1,_5n 2'-10 5/8" CV ^ (U.N.O.) CD 3'-6" 4'-2" 4'-2" 4'-2" 4'-2" � PEMB WIND GIRT T PL -5 EMBED PLATE PL -2 oCL Q DOWN FACE (U.N.O.) Rco 1 —L V I —V T/PL-5 DOWN FACE o Ipn Q Z Co wQ¢ M N J CD (n O J p Q� 00 m CO 0 O mW ZWm a0 p N ACTUAL PANEL WIDTH 14'-6 7/8- W 12'-5 5/8" PEMB RAFTER BEAM EMBED PLATE PL -33 2'-0 5/8" N V � PEMB WIND GIRTLL N (U.N.O.) I� � CONC. DE.,SIGN CONCRETE s1 V- m Q m W WYTHE 5 5/8" W d w o O I ACTUAL PANEL WIDTH 14'-6 7/8- 2'-1 1/4' 12'-5 5/8" PEMB RAFTER BEAM EMBED PLATE PL -33 2'-0 5/8" (U.N.O.) F 4'-2" 4'-2" 4'-21/4" V � PEMB WIND GIRTLL EMBED PLATE PL -2 (U.N.O.) PANEL DIAGONALS CONC. DE.,SIGN CONCRETE NET PANEL PL -2 WYTHE WYTHE DEPTH N � STRENGTH I AREA STEEL TROWEL, FINISH - INSIDE (UP) FACE TL to BR 40'-2 3/4" N/A 12" 3/4" 63.5 K Co J CL 4,000 PSI 15.7 CY 425 SF � #4 WALL TIES Q CL 5 5/8" 8 5/f InO m= O W i� Z O I m N 3'-10 5/8" 51_2" 5'-6 1/4" Z CL (OPNG) T RVL a C7 N \a \ 8 1/2" REVEAL RT In RVL _ HOLDBACK TYP_ - - - - to r CV ^ CD J a i-� T PL -5 oCL Q DOWN FACE Rco CD Q O p O U 6 T RVL =� z Ow Q Jz -X1/8" g'_O„ 3'-7 1/4" ��x o � w w=¢ v' a J I En pw O (OPNG) 00 u '� ¢ Q < �Jo o Z I p�DO Q n- I- R O uJ O It —= zWm r sl\ U. M a A.,P :ffs It -t C"N O_ Z N J W g (!) N cV � to <_ _ Z ¢ CVU Z 3 mW �1¢i F- ¢ O W �L&J CL2 >� e 3 aCL G�Jc O (4)TIES®3r -4n =10r -0n #4 WALL TIES 5 5/8"-f1'-0" 2'-0" 1'-1 1/4" ACTUAL PANEL WIDTH 19'-11 1/4" 1'-2 5/8" 2'-0 5/8" F` 4'-21r 40_2" 4'-2r1 41_2rr PEMB WIND GIRT EMBED PLATE PL -2 (U.N.O.) Lr - T RVL \� 8'-4 5/8" 10'-811 10 5/8'- LO /8"-Ln J J T RVL -Ep- •�r R 00 \ T RVL _ N N '-5 5/8 14'-0" S-5 5/8" Z o (OPNG) �i —L=L/CORNER ARD LO /AACH (HOT DIP V.) T RVIL = FACE OF PA L.0 0 O I F-) IP 6 8 M FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DE.,SIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL, FINISH - INSIDE (UP) FACE TL to BR 40'-2 3/4" N/A 12" 3/4" 63.5 K BI, to TR 40'-2 3/4" 4,000 PSI 15.7 CY 425 SF ACTUAL PANEL WIDTH 19'-11 1/4" 1'-2 5/8" 2'-0 5/8" F` 4'-21r 40_2" 4'-2r1 41_2rr PEMB WIND GIRT EMBED PLATE PL -2 (U.N.O.) Lr - T RVL \� 8'-4 5/8" 10'-811 10 5/8'- LO /8"-Ln J J T RVL -Ep- •�r R 00 \ T RVL _ N N '-5 5/8 14'-0" S-5 5/8" Z o (OPNG) �i —L=L/CORNER ARD LO /AACH (HOT DIP V.) T RVIL = FACE OF PA L.0 0 O 00 I I F-) M CV M W U Q Z J ¢ N U LL-= ¢ P O Z_ 0 = o ww -d 15'-3" '-� J � #4 WALL TIES Q CL 5 5/8" 8 5/f 00 I r co .41 1 Wo T/PL-5 M CV M N U Q J J — LL-= Q 0 N U) J C J CL p Q CL InO m= O W i� Z m r co .41 1 Wo c°o° fo .� c: to 4.-. 4-a) L O'ppv cMNto LO 0 C 3 .M c-v�N � 0 Q)cu �ucE E� On Lu E'-0� E -v E �o Q•v ��4-1 �m O f o A c.0 CD 13 > N W•I_i.d-� •a E�0Q) c >✓ Oa � - 0) an -a L+OJra0 Q �u� ro4�s 0 u U "' +� p� Q-co(a LCL 4-1 L-1 N:C a)Opo at 4j an }'4-1c c p it m O s✓ �o4-o a,Eru urau>, E'j O.n .0 m Ln Ln O p >'MNN �mnlsE cH c 4-j U -Op U •r c Q 4.j ' ate, H :.E 4- p .c L L V) 4-J a�ooLn o pu u .0apn�=a� a) c a) .p L'T^p0 ML N-0 cL'cc: 00 Q O tC N L. L_ 4-1 N 0.0 ) L .FJ 4- _6 Q. U c: C: to +.j 4- .� O 1= s p Z; U.O U� U �"0a a 0 N0�a)V cUcoN (ao�o c: on °' c: a) E• 4 u .5:3 �c oco Q) V) Vf Op�Eal4- 03 Q) c fo :a o on t%1 LA'__ ^_� C C -p to 0 0-0 a Ln a- to s a n)a)0u -�-CN In cu4.j-0mra) NLE pL�QO to004-Up .C?. uU :.o c 'C7 >te cut'•= �ve-con u O C .c _p H O to p C () L_ Ln >,a) r O wo 03� Lt_E O O 0�4- ...i Mucm �;aa)O,c c p *' v1 on tA U O N �•E' Q L- a) a) E�4-1Q- -003�0 ;; t, a LA to on to C c L CT Q) 0.c >04-J O 6-0 u ono U�O.�� c "0_ fL3 C ��. u000.O � c3Wa) CL >- v" a) 0.�,L N ra O U V1 W.pr N �.Zj 0.� ^ Q V) -0 �. U (at on0.!n r = U m C -V; 3 -0 'Ir -0 u c a) tr � fo c E c ,n.— ckn a)tnc0 _c c•c+-j +'oa)-aLw cE-va)c 0.- 0 monu C a) 1 O 'tn 4-J •N .NL_ to u N E'O�Q Eoa a) 0 � c: co.0>' v 4.i._.c c •to -p +•+ S>um 00 Q a = ~ N� 31'-11 1/4" O R W = W I J I J ACTUAL PANEL WIDTH STRUCTURAL PANEL LIFTING/ Z d SETTING LEG =p LOCATIONS I W _ 1 W 26'-4 3/4" I W 5-6 1/2" DEPTH PANEL EDGE - CV t� AREA rZ rZ < d TL to BR 27'-8 3/8" PROFILE 7 1/4" N/A JH i2i C7 R N it (� 4.0 CY rZ rZ d CL STEP AT TOP _ _ '- OF PANEL 11'-0 5/8" 11'-0 5/8" = r 11'-0 5/8" 11'-0 5/8" k R PANEL LIFTING/le d- 00 R O F= PANEL LIFTING/ Ike I _ U bw v It r SETTING LEG r 1r -6n (LEG) 1:1' -6 -(LEG) 1 -6n (LEG) SETTING LEG 1r -6n (LEG) 1r -6n (LEG) 1 -6n LEG LOCATIONS SETTING LEG 1/4" ICKui SETTING LEG 1'-6" (LEG) 1'-6" (LEG) 1'-6" (LEG) LOCATIONS LOCATIONS Lb W 0 _I W wl W wl W W W Q� Wm �� N 0 ckfr_ r <a. r pw ¢� �w n- ZO 12'-5 5/8" r n 12'-5 5/8" PANEL LIFTING/ SETTING LEG 1'-6" (LEG) 1'-6" (LEG, LOCATIONS 29'-11 1/4" TILT -UP PANEL PILASTER PANEL PILASTER 2 -0 WIDEx2 -0 TOTAL DEPTH NOTE: REFER TO DETAIL 3/S4.07 FOR ANCHOR BOLT SIZE AND CONFIGURATION REQUIRED .� AT TOP OF WALL PILASTER. ¢ � P 103 a FACE STRUCTURAL REVEAL I PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE 1 DEPTH I WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE TL to BR 1 30'-4 5/8" (UP) FACE N/A 7 1/4" 1 N/A I 15.8K jBLtoTRj32'-101/4"j 4,000 PSI 1 3.9 CY 1 151 SF 00 Q a = ~ N� = O R W = W I J I J R I _I STRUCTURAL PANEL LIFTING/ Z d SETTING LEG =p LOCATIONS I W _ 1 W 26'-7 1/4" ACTUAL PANEL WIDTH 26'-7 1/4" ACTUAL PANEL WIDTH_., � � - , W V) = R W = W I J I J R I _I STRUCTURAL REVEAL Z d top =p CONCRETE I W _ 1 W PANEL NOTES: I W WYTHE DEPTH 0-�„_ - CV t� AREA rZ rZ < d TL to BR 27'-8 3/8" rZ d 7 1/4" N/A JH i2i C7 R N it (� 4.0 CY rZ rZ d CL rZ d _ _ '- 11'-0 5/8" 11'-0 5/8" = r 11'-0 5/8" 11'-0 5/8" k PANEL LIFTING/le PANEL LIFTING/ Ike IV v It r SETTING LEG r 1r -6n (LEG) 1:1' -6 -(LEG) 1 -6n (LEG) SETTING LEG 1r -6n (LEG) 1r -6n (LEG) 1 -6n LEG LOCATIONS SETTING LEG 1'-6" (LEG) 1'-6" (LEG) 1'-6" (LEG) SETTING LEG 1'-6" (LEG) 1'-6" (LEG) 1'-6" (LEG) LOCATIONS LOCATIONS P104 FACE STRUCTURAL IREVEAL I PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 27'-8 3/8" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 1 7 1/4" N/A 16.4 K 1131, to TR 1 27'-8 3/8" 4,000 PSI 4.0 CY 181 SF I (UP) FACE !°P4 105 01 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 27'-8 3/8" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 1 7 1/4" 1 N/A 1 16.4 K BL to TR 27'-8 3/8" 1 4,000 PSI 4.0 CY 181 SF (UP) FACE 26'-7 1/4" v ACTUAL PANEL WIDTH 26'-7 1/4' ACTUAL PANEL WIDTH 7K 26'-7 1/4" 1'-6" (LEG) 11'-0 5/8" 1'-6" (LEG) 11'-0 5/8" 1'-6" (LEG) P106 FACE STRUCTURAL REVEALI PANEL, DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 27'-8 3/8" STRENGTH VOLUME AREA STEEL TROWEL FINISII -INSIDE N/A 1 7 1/4" 1 N/A 16.4 K BL to TR 27'-8 3/8" 4,000 PSI 1 4.0 CY 181 SF (UP) FACE PANEL WIDTH 26'-7 1/4" CL N= .I w .1 w I w � _ 11'-0 5/8" 11'-0 5/8" PANEL LIFTING/ I In SETTING LEG 1'-6" (LEG) 1'-6" (LEG) 1'-6" (LEG) LOCATIONS co I it 00 ti W Z :7R N J R J _ _ I W I W R J w STRUCTURAL REVEAL Z d DIAGONALS =p CONCRETE I w w PANEL NOTES: I w WYTHE DEPTH CL J= C9 CV p �U AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 27'-8 3/8" wl CL 7 1/4" N/A Q= C7 Ncr- 4,000 PSI 4.0 CY wl r Z rQ Q d tZ r Z Q a- _ _ '- d 11'-0 5/8" 11'-0 5/8" t- = r 11'-0 5/8" 11'-0 5/8" PANEL LIFTING/ PANEL LIFTING/ Ike v It r SETTING LEG r 1r -6n (LEG) 1:1' -6 -(LEG) 1 -6n (LEG) SETTING LEG 1r -6n (LEG) 1r -6n (LEG) 1 -6n LEG LOCATIONS LOCATIONS <%P108 0. FACE STRUCTURAL, REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 27'-8 3/8" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 1 7 1/4" 1 N/A 1 16.4 K BL to TR 27'-8 3/8" 1 4,000 PSI 4.0 CY 181 SF I (UP) FACE NOTE -REV. 5: NEW SHEET ADDED TO STRUCTURAL CONSTRUCTION DOCUMENTS FOR TRUCK WELL TILT -UP PANELS. TILT -UP PANEL LAYOUT P103 -P109 , ZOP107 FACE STRUCTURAL REVEAL I PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 27'-8 3/8" N/A 7 1/4" N/A 16.4 K BL to TR 27'-8 3/8" 4,000 PSI 4.0 CY 181 SF <%P108 0. FACE STRUCTURAL, REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 27'-8 3/8" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 1 7 1/4" 1 N/A 1 16.4 K BL to TR 27'-8 3/8" 1 4,000 PSI 4.0 CY 181 SF I (UP) FACE NOTE -REV. 5: NEW SHEET ADDED TO STRUCTURAL CONSTRUCTION DOCUMENTS FOR TRUCK WELL TILT -UP PANELS. TILT -UP PANEL LAYOUT P103 -P109 , c°LO° m.�) c N 0 -c) oni M cu lu 4-' NO -0 L o U � a ►.c N Ec3a) voc uE L c E L U E0� ' L E vE N Q) E ,2 .' 2 L 00M�, c .0 c ,-., 7 Q) 4-J CU EAuN CL--- uc,�� +O+ 0 N a c- Ri u Lm 0ua)N � 4-j �-c0m as a)-2 L -= L 4-, , 4-- C c o L m L a) _r_ CL ^o0w c3�� �E� a) U 4-J u E,0-0 c LA (1) a) Ln ant E �+�^+~ u c ns o +'UN -0 LL N ,.., a0000 c u u OO_tAHL �c�cc �'�,,'�0 .w �t N-0 c-'u'c ooQCo(s t c O O :3a) o'CUC� Q- c c CC4- 0 0c:co�-' u�L4,v a �= 0L) ` O cuca)�^ o�3.cH .N(aO,,,O a) C E '>, a••, u o ��Oco a) N y Lti•-O•v0 '4 0-- EM147 a)(Dccm 0>o aQ�=� a � ��a)LA a)o 4-1 .t� � m -r- N L u E L c Q :3 eco°"- o Au•- O.0 r :.... 4-1� >ouLn. �Uvu'C on t .n c o N =N C a) LN >+0t +' 0 -0 •� L O O L L E cu C: 4-1 U its 41 � L u c 75 on 'OUt,N'C N�LE0 EC 4-J �30+- i5 mOngC0 L Q N�0-0a) 0 r - >O 4-10 'a u Ono Oa)-0.EE N C c 0 c U000,� 0 3 J a Q 3 on•�= ::3 a) 0 ,-,..c N 0 u 4-1 to r N o c � c N '� fQ iii V on O cura6-V -O u �E�,^E rar- i7NE-w N 0 a) in c 0 t c •C a-+ L 0 L- c � N'OOonu ca)0'U; O m a-+ to E.0 '�-0Q E L- 0- o a) 4- N 4.j .i-+ :EccT� co.00a) a) � 4 -pr c .ca -p +-' O L C >ou�� M 23-#4x11'-4"®17 3/8" O.C.(EA.FACE) i M J Q 3 " , " d 1 - (4)11ES®3'-0" l'-3 9' 3/8 05 c-11 1-#5x11'-4"(EA.FACE) R 11'-1 5/8" 3" 3" 10-#4x32'-4"®14 7/8" O.C.(EA.FACE)J REBAR CUT LIST STRAIGHT BARS #4 WALL TIES 46 #4 x 11'-4" 4 #4 x 3'-6" W/8" HOOK ONE END 20 #4 x 32'-4" 2 #5 x 11'-4" REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4' CHAIRS AT TOP FACE HORIZONTAL REINF. PO 1-#4x24'-7"(EA.FACE) \' 24-#4x24'-7"017 1/2" O.C.(EA.FACE) rnrn 1 - #6x24'- 7"(EA. FACE) REBAR CUT LIST STRAIGHT BARS 50 #4 x 24'-7" 54 #4 x 35'-0" 2 #6 x 24'-7" PO 24'-5 1/4' 27-#4x35'-0"®11 1/4" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END M 1-#4x14'-5"(EA.FACE) 4:14I 23-#4x14'-5"®17 3/8" O.C.(EA.FACE) M 1-#5x14'-5"(EA.FACE) REBAR CUT LIST STRAIGHT BARS 48 #4 x 14'-5" 28 #4 x 32'-11" 2 #5 x 14'-5" 14'-2 5/8" 3" 3" 14-#4x32'-11"(MAX)013 1/8" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 4 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. a°P24 P 2 5 FACE WYTHE STRUCTURAL WYTHE REVEAL DEPTH FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRE'T'E NET PANEL PANELNOTES: TL to BR 34'-8 5/8" WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME I AREA I STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" 3/4" 43.9 K BL to TR 1 34'-8 5/8" 4,000 PSI 10.9 CY I 384 SF PO 1-#4x24'-7"(EA.FACE) \' 24-#4x24'-7"017 1/2" O.C.(EA.FACE) rnrn 1 - #6x24'- 7"(EA. FACE) REBAR CUT LIST STRAIGHT BARS 50 #4 x 24'-7" 54 #4 x 35'-0" 2 #6 x 24'-7" PO 24'-5 1/4' 27-#4x35'-0"®11 1/4" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END M 1-#4x14'-5"(EA.FACE) 4:14I 23-#4x14'-5"®17 3/8" O.C.(EA.FACE) M 1-#5x14'-5"(EA.FACE) REBAR CUT LIST STRAIGHT BARS 48 #4 x 14'-5" 28 #4 x 32'-11" 2 #5 x 14'-5" 14'-2 5/8" 3" 3" 14-#4x32'-11"(MAX)013 1/8" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 4 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. 1 -#4x24'-7"(EA. FACE) 5-#4x24'-7"®16" O.C.(EA.FACE) ;; ro rn L_ 1-#5x24'-7"ABOVE OPNG(EA.FACE) 4-#4x24'-7"®16" O.C.(EA.FACE) bi d- . 1-#5x24'-7"BELOW OPNG(EA.FACE) "7! I-, �r 15-#4x24'-7"®18" O.C.(EA.FACE) N 1-#6x24'-7"(EA.FACE) REBAR CUT LIST STRAIGHT BARS 50 #4 x 24'-7" 28 #4 x 35'-5" REFER TO DETAIL 2/131.015 3 # x 36'-1" 1. PROVIDE 1 1/2" CHAIRS AT x - BOTTOM FACE VERTICAL REINF. 4 #5 x 24'-7" 2. PROVIDE 7 1/4" CHAIRS AT 2 #6 x 24'-7" TOP FACE HORIZONTAL REINF. 5x4'-0"(EA.FACE) '.(4 PLACES) to 9'-1 5/8" '-3 3'-8" ,_3 9'-1 5/8" 3-1 3" 14-#4x35'-5"08 3/8" O.C.(EA.FACE) J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x35'-8"®14 5/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 15-#4x36'-1"®7 7/8" O.C.(EA.FACE) 7 #4 x 3'-6" W/8" HOOK ONE END TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE REFER TO DETAIL 2/131.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2, PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. i� 1-#4x24'-7"(EA.FACE) 00 1-1 3-#4x24'-7"®18" O.C.(EA.FACE) o C:,i 1-#5x24'-7"ABOVE OPNG(EA.FACE) 4-#4x24'-7"®16" O.C.(EA.FACE) c R ' 1-#5x24'-7"BELOW OPNG(EA.FACE) N 'sF 11 15-#4x24'-7"®18" O.C.(EA.FACE) c N 1-#6x24'-7"(EA.FACE) REBAR CUT LIST STRAIGHT BARS 46 #4 x 24'-7" 24 #4 x 33'-4" 8 #4 x 33'-7" 26 #4 x 34'-0" 8 #5 x 4'-0" 4 #5 x 24'-7" 2 #6 x 24'-7" x4'-0"(EA.FACE) 4 PLACES) 9'-1 5/8" �i'-3 , 3'-8" �'-3j 9'-1 5/8" 3„ �-- 12-#4x33'-4"®10" O.C.(EA.FACE) J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x33'-7"®14 5/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 13-#4x34'-0"@9 1/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2/ 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. a ° P 2 5 FACE WYTHE STRUCTURAL WYTHE REVEAL DEPTH I PANEL WEIGHT DIAGONALS CONC. DFSIGNJ STRENGTH CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE I TL to BR 35'-10 3/8" N/A 9 1/4" 3/4" 56.1 K BL to TR 36'-5 1/8" 4,000 PSI 13.9 CY 487 SF I 1 -#4x24'-7"(EA. FACE) 5-#4x24'-7"®16" O.C.(EA.FACE) ;; ro rn L_ 1-#5x24'-7"ABOVE OPNG(EA.FACE) 4-#4x24'-7"®16" O.C.(EA.FACE) bi d- . 1-#5x24'-7"BELOW OPNG(EA.FACE) "7! I-, �r 15-#4x24'-7"®18" O.C.(EA.FACE) N 1-#6x24'-7"(EA.FACE) REBAR CUT LIST STRAIGHT BARS 50 #4 x 24'-7" 28 #4 x 35'-5" REFER TO DETAIL 2/131.015 3 # x 36'-1" 1. PROVIDE 1 1/2" CHAIRS AT x - BOTTOM FACE VERTICAL REINF. 4 #5 x 24'-7" 2. PROVIDE 7 1/4" CHAIRS AT 2 #6 x 24'-7" TOP FACE HORIZONTAL REINF. 5x4'-0"(EA.FACE) '.(4 PLACES) to 9'-1 5/8" '-3 3'-8" ,_3 9'-1 5/8" 3-1 3" 14-#4x35'-5"08 3/8" O.C.(EA.FACE) J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x35'-8"®14 5/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 15-#4x36'-1"®7 7/8" O.C.(EA.FACE) 7 #4 x 3'-6" W/8" HOOK ONE END TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE REFER TO DETAIL 2/131.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2, PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. i� 1-#4x24'-7"(EA.FACE) 00 1-1 3-#4x24'-7"®18" O.C.(EA.FACE) o C:,i 1-#5x24'-7"ABOVE OPNG(EA.FACE) 4-#4x24'-7"®16" O.C.(EA.FACE) c R ' 1-#5x24'-7"BELOW OPNG(EA.FACE) N 'sF 11 15-#4x24'-7"®18" O.C.(EA.FACE) c N 1-#6x24'-7"(EA.FACE) REBAR CUT LIST STRAIGHT BARS 46 #4 x 24'-7" 24 #4 x 33'-4" 8 #4 x 33'-7" 26 #4 x 34'-0" 8 #5 x 4'-0" 4 #5 x 24'-7" 2 #6 x 24'-7" x4'-0"(EA.FACE) 4 PLACES) 9'-1 5/8" �i'-3 , 3'-8" �'-3j 9'-1 5/8" 3„ �-- 12-#4x33'-4"®10" O.C.(EA.FACE) J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x33'-7"®14 5/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 13-#4x34'-0"@9 1/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2/ 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. PO 1-#4x24'-7"(EA.FACE) 25-#4x24'-7"®17 3/4" O.C.(EA.FACE) rn I LO n 2-#5x24'-7"03" O.C.(EA.FACE) REBAR CUT LIST STRAIGHT BARS 52 #4 x 24'-7" 62 #4 x 37'-1" 4 #5 x 24'-7" M 24'-5 1/4" 31-#4x37'-1"@9 3/4" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. IP 2 6 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: TL to BR 41'-7 1/2" WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 i/4" 3/4" 97.5 K BL to TR 42'-5 1/2" 4,000 PSI 24.1 CY 846 SF PO 1-#4x24'-7"(EA.FACE) 25-#4x24'-7"®17 3/4" O.C.(EA.FACE) rn I LO n 2-#5x24'-7"03" O.C.(EA.FACE) REBAR CUT LIST STRAIGHT BARS 52 #4 x 24'-7" 62 #4 x 37'-1" 4 #5 x 24'-7" M 24'-5 1/4" 31-#4x37'-1"@9 3/4" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. L c- 04-1 ra.�)cy w 0 -0 cm�m 4-J 0 -J c 3 �-L ca y ,E=v3y � L � N O C L E� LU E'v,0c E"a E L y NO5'u c o C A .0 C >a�im =3 0 u E >, u a, L u u C 0'0.<L :c c on -o L aJ .0 tA 0 N u y N rC O ra � CL o. 4f O O= C C , 4.J L m L Q) cu ra -� ra o- w 0 4"A c3r - r°E o mU o U A E•Ooa -v LA Dy C 00 Ong E 4-1 � O ra ; O u'C ca Q; N U L y4 -J yyj a�oo0 .00 y a) On U o f 6 o a' ra= N-0 c'-' u'C c 00Q0(a L L 4-1 (U o.c0oc u�a� a C v, +0, 0 0 c s 0 4-J U.- i*' N Q c > O y0NaJU CUCa)y o:::� 3-c .NM0,-,0 o c: - E'>,4-'uo �.coco � 0 4-J ra>oLn Ln uo O O E,2 QJ C C ra CC -p y 00-0L= Q. 0- mQ. �'�'cay -pyyUE c: < =; ca094-U uo -00J +� >�UV, myuo'C ,C .0 7 0 0 -0 ^ 44-J, +� m O C> O 12 L E > o�°c m_ V 4-1 C la inoNo,C CV�`' 'in On o=.`^'C N�Lu- EO Eu4a =va�'3co �ya;� i C L Q' L -CL (u +' > o -w 0.0uOno u ^��cE c a) ra •.- N D 0 0 C �c3Na� n.3 a^^V=;, a) o• -"t >NM0u .0 y y 0 L- 0 .E ^ o .mac^�34' c �^ U c anOtn�� u C' Vf ,0 u 112 m - E In ra m H ,o an N vi c 0 .c C •C 4-J L aE-5a�,o 0.- 0o u On 'A. - mc u E ' o " -0 a Q E 4-.. y o .a; cc>%12 c0.2uo OC, -.-c �.cg-0 - o LC >U�r�' 6-#4x20'-1"018" O.C.(EA.FACE) M Do 1-#5x20'-1"ABOVE OPNG(EA.FACE) r� 4-#4x20'-1"016" O.C.(EA.FACE) o 1-#5x20'-1 "BELOW OPNG(EA.FACE) 7! f N d- 15 -#4x20'-1"018" O.C.(EA.FACE) of N 1-#6x20'-1 "(EA.FACE) REBAR CUT LIST STRAIGHT BARS 50 #4 x 20'-1" 52 #4 x 37'-5" 8 #4 x 37'-6" 8 #5 x 4'-0" 4 #5 x 20'-1" 2 #6 x 20'-1" 1-#4x24'-7"(EA.FACE) O I x4'-0"(EA.FACE) 4 PLACES) 25-#4x24'-7"017 3/4" O.C.(EA.FACE) coi LO M 6'-10 5/8" '-3 3'-8" '-3 6'-10 5/8" 3" 13-#4x37'-5"06 7/8" O.C.(EA.FACE) J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x37'-6"014 5/8" O.C.(EA.FACE) 13-#4x37'-5"06 7/8" O.C.(EA.FACE) #4 WALL TIES TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 6 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. 1-#4x24'-7"(EA.FACE) L R iz 24-#4x24'-7"017 1/2" O.C.(EA.FACE) 1-#6x24'-7"(EA. FACE) REBAR CUT LIST STRAIGHT BARS 50 #4 x 24'-7" 54 #4 x 35'-0" 2 #6 x 24'-7" to 24'-5 1/4" 3" 1 27-#4x35'-0"011 1/4" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END 3" 2-#5x24'-7"03" O.C.(EA.FACE) REBAR CUT LIST STRAIGHT BARS 52 #4 x 24'-7" 62 #4 x 37'-1" 4 #5 x 24'-7" to 24'-5 1/4" 3" J 31-#4x37'-1"09 3/4" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END 3" REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. °P30 1-#4x24'-7"(EA.FACE) FACE WYTHE 3-#4x24'-7"018" O.C.(EA.FACE) N• \ �i FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 42787-3/7"1 STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" 3/4" 89.0 K BL to TR 1 42'-8 3/8" 1 4,000 PSI 22.0 CY 773 SF 1-#4x24'-7"(EA.FACE) L R iz 24-#4x24'-7"017 1/2" O.C.(EA.FACE) 1-#6x24'-7"(EA. FACE) REBAR CUT LIST STRAIGHT BARS 50 #4 x 24'-7" 54 #4 x 35'-0" 2 #6 x 24'-7" to 24'-5 1/4" 3" 1 27-#4x35'-0"011 1/4" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END 3" 2-#5x24'-7"03" O.C.(EA.FACE) REBAR CUT LIST STRAIGHT BARS 52 #4 x 24'-7" 62 #4 x 37'-1" 4 #5 x 24'-7" to 24'-5 1/4" 3" J 31-#4x37'-1"09 3/4" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END 3" REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. 15-#4x24'-7"018" O.C.(EA.FACE) N 1 - #6x24'- 7"(EA. FACE) REBAR CUT LIST STRAIGHT BARS 46 #4 x 24'-7" 24 #4 x 33'-4" 8 #4 x 33'-7" REFER TO DETAIL 2/R1.01 26 #4 x 34'-0" 1. PROVIDE 1 1/2" CHAIRS AT 8 #5 x 4'-0" BOTTOM FACE VERTICAL REINF. 4 #5 x 24'-7" 2. PROVIDE 7 1/4" CHAIRS AT 2 #6 x 24'-7" TOP FACE HORIZONTAL REINF. "' 9'-1 5/8" '-3 3'-8" '-3 9'-1 5/8" Y 13-#4x34'-0"09 1/8" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x33'-7"014 5/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 12-#4x33'-4"010" O.C.(EA.FACE) #4 WALL TIES TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 7 #4 x 3'-6" W/8" HOOK ONE END 11 L_ 1 - #4x24'- 7"(EA. FACE) F- O 5-#4x24'-7"016" O.C.(EA.FACE) ;r, PO rn L_ 1-#5x24'-7"ABOVE OPNG(EA.FACE) 4-#4x24'-7"016" O.C.(EA.FACE) "I 1-#5x24'-7"BELOW OPNG(EA.FACE) F- N d - I 15-#4x24'-7"018" O.C.(EA.FACE) N 1 - #6x24'- 7"(EA. FACE) 724P31 1-#4x24'-7"(EA.FACE) FACE WYTHE 3-#4x24'-7"018" O.C.(EA.FACE) N• \ �i FACE STRUCTURAL REVEAM • • DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: to BR 45'-01/4" WYTHE WYTHE DEPTTL .� STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" 3/4"BL to TR 44'-2" 4,000 PSI 26.3 CY 924 SF 15-#4x24'-7"018" O.C.(EA.FACE) N 1 - #6x24'- 7"(EA. FACE) REBAR CUT LIST STRAIGHT BARS 46 #4 x 24'-7" 24 #4 x 33'-4" 8 #4 x 33'-7" REFER TO DETAIL 2/R1.01 26 #4 x 34'-0" 1. PROVIDE 1 1/2" CHAIRS AT 8 #5 x 4'-0" BOTTOM FACE VERTICAL REINF. 4 #5 x 24'-7" 2. PROVIDE 7 1/4" CHAIRS AT 2 #6 x 24'-7" TOP FACE HORIZONTAL REINF. "' 9'-1 5/8" '-3 3'-8" '-3 9'-1 5/8" Y 13-#4x34'-0"09 1/8" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x33'-7"014 5/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 12-#4x33'-4"010" O.C.(EA.FACE) #4 WALL TIES TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 7 #4 x 3'-6" W/8" HOOK ONE END 11 L_ 1 - #4x24'- 7"(EA. FACE) F- O 5-#4x24'-7"016" O.C.(EA.FACE) ;r, PO rn L_ 1-#5x24'-7"ABOVE OPNG(EA.FACE) 4-#4x24'-7"016" O.C.(EA.FACE) "I 1-#5x24'-7"BELOW OPNG(EA.FACE) F- N d - I 15-#4x24'-7"018" O.C.(EA.FACE) N 1 - #6x24'- 7"(EA. FACE) rn 1-#4x24'-7"(EA.FACE) FACE WYTHE 3-#4x24'-7"018" O.C.(EA.FACE) N• \ �i PANEL WEIGHT O n 1-#5x24'-7"ABOVE OPNG(EA.FACE) • • NET PANEL AREA c Is- TL to BR 44'-2" N/A 4-#4x24'-7"016" O.C.(EA.FACE) o ITP. BL to TR 1 43'-3 3/4" 1-#5x24'-7"BELOW OPNG(EA.FACE) .� 898 SF 15-#4x24'-7"018" O.C.(EA.FACE) N 1 - #6x24'- 7"(EA. FACE) REBAR CUT LIST STRAIGHT BARS 46 #4 x 24'-7" 24 #4 x 33'-4" 8 #4 x 33'-7" REFER TO DETAIL 2/R1.01 26 #4 x 34'-0" 1. PROVIDE 1 1/2" CHAIRS AT 8 #5 x 4'-0" BOTTOM FACE VERTICAL REINF. 4 #5 x 24'-7" 2. PROVIDE 7 1/4" CHAIRS AT 2 #6 x 24'-7" TOP FACE HORIZONTAL REINF. "' 9'-1 5/8" '-3 3'-8" '-3 9'-1 5/8" Y 13-#4x34'-0"09 1/8" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x33'-7"014 5/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 12-#4x33'-4"010" O.C.(EA.FACE) #4 WALL TIES TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 7 #4 x 3'-6" W/8" HOOK ONE END 11 L_ 1 - #4x24'- 7"(EA. FACE) F- O 5-#4x24'-7"016" O.C.(EA.FACE) ;r, PO rn L_ 1-#5x24'-7"ABOVE OPNG(EA.FACE) 4-#4x24'-7"016" O.C.(EA.FACE) "I 1-#5x24'-7"BELOW OPNG(EA.FACE) F- N d - I 15-#4x24'-7"018" O.C.(EA.FACE) N 1 - #6x24'- 7"(EA. FACE) 1-#5x4'-0"(EA.FACE) TYP.(4 PLACES) W J J 9 d - °PO 9'-1 5/8" '-3 3'-8" '_3 9'-1 5/8" 3" Y 15-#4x36'-1"07 7/8" O.C.(EA.FACE) J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x35'-8"014 5/8" O.C.(EA.FACE) REBAR CUT LIST TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE STRAIGHT BARS #4 WALL TIES 14 -#4x35' -5"@S 3/8" O.C.(EA.FACE) 50 #4 x 24'-7" 7 #4 x 3'-6" W/8" HOOK ONE END TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 28 #4 x 35'-5" l &I # x 36'-1° REFER TO DETAIL 2/131.01 4 #5 x 24'-7" 1. PROVIDE 1 1/2" CHAIRS AT 2 #6 x 24'-7" BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. W IP 3 2 FACE WYTHE STRUCTURAL WYTHE REVEAL DEPTH PANEL WEIGHT 3 CONC. DESIGN STRENGTH CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 44'-2" N/A 9 1/4" 3/4" ITP. BL to TR 1 43'-3 3/4" 4,000 PSI 25.5 CY 898 SF Ev 14= 4= --- 1-#5x4'-0"(EA.FACE) TYP.(4 PLACES) W J J 9 d - °PO 9'-1 5/8" '-3 3'-8" '_3 9'-1 5/8" 3" Y 15-#4x36'-1"07 7/8" O.C.(EA.FACE) J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x35'-8"014 5/8" O.C.(EA.FACE) REBAR CUT LIST TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE STRAIGHT BARS #4 WALL TIES 14 -#4x35' -5"@S 3/8" O.C.(EA.FACE) 50 #4 x 24'-7" 7 #4 x 3'-6" W/8" HOOK ONE END TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 28 #4 x 35'-5" l &I # x 36'-1° REFER TO DETAIL 2/131.01 4 #5 x 24'-7" 1. PROVIDE 1 1/2" CHAIRS AT 2 #6 x 24'-7" BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. L 1 -#4x24'-7"(EA. FACE) r •I 9 P7 0 5 0 13-#4x24'-7"018" O.C.(EA.FACE) � 00 r-- �x4'-0"(EA.FACE) ,4 PLACES) r- 3'1 REFER TO DETAIL 2/131.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. W IP 3 2 FACE WYTHE STRUCTURAL WYTHE REVEAL DEPTH PANEL WEIGHT DIAGONALS CONC. DESIGN STRENGTH CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 44'-2" N/A 9 1/4" 3/4" 103.5 K BL to TR 1 43'-3 3/4" 4,000 PSI 25.5 CY 898 SF L 1 -#4x24'-7"(EA. FACE) r •I 9 P7 0 5 0 13-#4x24'-7"018" O.C.(EA.FACE) � 00 r-- �x4'-0"(EA.FACE) ,4 PLACES) r- 3'1 REFER TO DETAIL 2/131.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. A - ) '� 1 -#5x24' -7 -ABOVE OPNG(EA.FACE) M Ln • F- 04 PO 6-#4x8'-3"LEFT LEG018" O.C.(EA.FACE) 6-#4x12'-9"RIGHT LEG018" O.C.(EA.FACE) 1-#6x8'-3"LEFT LEG(EA.FACE) 1-#6x12'-9"RIGHT LEG(EA.FACE) '- " FACE) 6 PLACES) 5 to v v V V V v 8'-0 5/8" L l-10• (7'-6 3" 1'-0" 1'-0' 1'-0 1/4" 3" 5 10-#4x32'-11"010 3/4" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 3-#4x24'-6"ABOV79fti4 CE)REBAR CUT LIST "ABOVE OPNG EA.FACE) S "ABOVE OPNG EA.FACE) 2 #4 x 3-2 5 6 �24- 32'-5" 11 3/4" O.0 (EA.FACE A S F ED PANEL EDGE #4 x 10'-9" 2 #6 x 12'-9" REFER TO DE�/R1.01 2 #4 x 19'-3 #4 WALL TIES PROVIDE 1 1/2" CHAIRS AT 2 4 1 '- " 7 #4 x 3'-6" W/8" HOOK ONE END 1. BOTTOM FACE VERTICAL REINF. 30 4 x 24'-7, 2. PROVIDE 7 1/4" CHAIRS AT 32 #4 x 2'-5" TOP FACE HORIZONTAL REINF. is 1Z #5 x 4-0' z0 DQ r, �o 1-#5x24'-7"ABOVE OPNG(EA.FACE) C) L 1-#4x19'-7"LEFT LEG(EA.FACE) - 1-#4x3'-2"RIGHT LEG(EA.FACE) �-- L 1-#5x24'-7"BELOW OPNG(EA.FACE) - 1- 4 4' 7" EA ACE A - ) '� 1 -#5x24' -7 -ABOVE OPNG(EA.FACE) M Ln • F- 04 PO 6-#4x8'-3"LEFT LEG018" O.C.(EA.FACE) 6-#4x12'-9"RIGHT LEG018" O.C.(EA.FACE) 1-#6x8'-3"LEFT LEG(EA.FACE) 1-#6x12'-9"RIGHT LEG(EA.FACE) '- " FACE) 6 PLACES) 5 to v v V V V v 8'-0 5/8" L l-10• (7'-6 3" 1'-0" 1'-0' 1'-0 1/4" 3" 5 10-#4x32'-11"010 3/4" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 3-#4x24'-6"ABOV79fti4 CE)REBAR CUT LIST "ABOVE OPNG EA.FACE) S "ABOVE OPNG EA.FACE) 2 #4 x 3-2 5 6 �24- 32'-5" 11 3/4" O.0 (EA.FACE A S F ED PANEL EDGE #4 x 10'-9" 2 #6 x 12'-9" REFER TO DE�/R1.01 2 #4 x 19'-3 #4 WALL TIES PROVIDE 1 1/2" CHAIRS AT 2 4 1 '- " 7 #4 x 3'-6" W/8" HOOK ONE END 1. BOTTOM FACE VERTICAL REINF. 30 4 x 24'-7, 2. PROVIDE 7 1/4" CHAIRS AT 32 #4 x 2'-5" TOP FACE HORIZONTAL REINF. is 1Z #5 x 4-0' z0 DQ r, L C-'O� io .v C: 4- 0-0 C a) ra N O a ' O N T7 °P37 o0 r,3 3:.o _c M C N 1-#4x24'-7"(EA.FACE) (- cL_O L- u C Rf vi1�N00 >' v V) v • Qi O Cu E 3.. 5 1-0 -0„ 11-013 3" co M Cu 5 - 4 31'-11"® 4" 0• .(E .F C O =vcE 3-#4x5'-7"ABOVE OPNG®16" O.C.(EA.FACE) I A •� o c u .N 7-#4x24'-7"®16" O.C.(EA.FACE) R I E -o - /8' C. EA FA E) •u 0 L4 J.0 c 0 1. PROVIDE 1 1/2" CHAIRS AT O I B A Q bLUPED PANEL EDGE EL O 4- �� BENT BARS 3-#4x9'-1"ABOVE OPNG®16""O.C.(EA.FACE) 1 C ra 0 ��-0 o C: 1- 5x24'-7"ABOVE OPNG(EA.FACE) co L- •o ^ .� -a BENT BARS 4 #5 x 24'-7" W/0"HOOK RIGHT END o oo'�a, 6#4x9-1 3-#4x18'-6"LEFT LEG®18„ O.C. EA.FACE � o In -c C ^ u .c a) 0 -o a.-� 3-#4x1 -8 RIGHT LEG®18 O.C.(EA.FACE #4 WALL TIES LO STRUCTURAL •c .c•>, ^ 0 O r U •C •� 6 #4 x 18 -6 40 #4 x 24�-7"" . " R 7 #4 x 3 -6 W/8 HOOK ONE END REFER TO DETAIL 2/131.01 1- 5„24'-7"BELOW OPNG(EA.FACE) o au) 0 < ;-, +� 0 E) -�, CD 0 POCKET(EA.FACE) =1-#4x24' WYTHE a Z L uN POCKET(EA.FACE)Ri o N M y 'O VOLUME _C� -.�• O u N N EiaQ)0 =� M tj to BR 36'-10 5/8" TOP FACE HORIZONTAL REINF. N v O m L L L_ CL a 0 v .a E L 0 5 a) O o 9-#4x24'-7"C�18" O.C.(EA.FACE m on" C C O L m L N � � u3C: 0cu 1-#6x24'-7"(EA.FACE) c� L0 I cV R to #4x24'- 7"(EA. FACE) L r 3x4'-0"(EA.FACE) CP (4 PLACES) 21-#4x24'-7"®17 5/8" O.C.(EA.FACE) 'as CV •� o .Q .c °P37 o0 O 0 u o (a v- ' 2,-8„ M C N 4-1 2 #6 x 24'-7" I L- u C Rf vi1�N00 >' v V) v N 21.8 CY 3.. 5 1-0 -0„ 11-013 3" E 6 #4 x 17'-613 5 - 4 31'-11"® 4" 0• .(E .F C 1'-5 5/8" 124-J v 3-#4x5'-7"ABOVE OPNG®16" O.C.(EA.FACE) I A BOTTOM FACE VERTICAL REINF. u .N 3-#4x17'-6"BELOW OPNG®16" O.C.(EA.FACE) REFER TO DETAIL 2/131.01 5 14-# x3 '- 1" /8' C. EA FA E) •u 0 L4 J.0 c 0 1. PROVIDE 1 1/2" CHAIRS AT 8 #5 x 4'-0" I B A Q bLUPED PANEL EDGE EL 4 #5 x 24'-7" BENT BARS 3-#4x9'-1"ABOVE OPNG®16""O.C.(EA.FACE) u o -C= L N +► REBAR CUT LIST ��-0 o C: 3-#4x17 -6 BELOW OPNG®16 O.C.(EA.FACE) Q O c �.- 4-1 uu O ou STRAIGHT BARS 6 #4 x 1 � 8" BENT BARS 4 #5 x 24'-7" W/10"HOOK ONE END 4-#4x30'-11"05 7/8" O.C.(EA.FACE) oo'�a, 6#4x9-1 FACE STRUCTURAL 1REVEAL1 PANEL DIAGONALS ^ u .c a) 0 -o a.-� 6 #4 x 17'-6" . " #4 WALL TIES FACE STRUCTURAL •c .c•>, ^ 0 O r U •C •� 6 #4 x 18 -6 40 #4 x 24�-7"" . " R 7 #4 x 3 -6 W/8 HOOK ONE END REFER TO DETAIL 2/131.01 0 0 `- o In a -�i30 1 PANEL NOTES: �'-' '� C C o a) E 3 C 1. PROVIDE 1 1/2" CHAIRS AT CA L 5 44 #4 x 31'-11' WYTHE DEPTH BOTTOM FACE VERTICAL REINF. o STRENGTH VOLUME AREA 2. PROVIDE 7 1/4" CHAIRS AT EiaQ)0 =� 2#6x24'-7" S CHUCI-IMANN to BR 36'-10 5/8" TOP FACE HORIZONTAL REINF. o N�.o o c :c o a-' 82.5 K BL to TR 37'-7" 4,000 PSI Q ° P36 U.0 .0 u u O Q c 0 c� 0 0 (UP) FACE FACE STRUCTURAL REVEALI PANEL I DIAGONALS CONC. DESIGN a 77 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE N 'T PANEL PANEL NOTES: N o > u AREA WYTHE WYTHE DEPTH WEIGHT 1'L to BK 40'-9 1/2" STRENGTH VOLUME AREA STEEL TROWEL FINISII -INSIDE N/A 9 1/4" 3/4" 89.5 K 1131, to TR 39'-11 5/8" 4,000 PSI 22.1 CY _777-71 o 3 � (UP) FACE N in rt3 O _1 O C: (u L E -4-5 u �coco 0 f[I > N y N LLO•VO OOUEvO- JNCCCCf C: q:6 -;5 N 1-#4x24'-7"(EA.FACE) 00-0In 4,J L� In C1 ra O a � � C U .0 L C 0 _0 E �L=ate m0_0 •uo �+ U •. O -0 � _ C: OV, • C =U O O on iauuO'- O u O N =3 N C LN a0t 0 -0 4- utto 0 to r �LE>4- 'C7 °P37 o0 O 0 u o (a v- ' WYTHE WYTHE DEPTH WEIGHT TL to BR 139'-11 5/8" STRENGTH VOLUME AREA I 20-#4x24'-7"®17 1/4" O.C.(EA.FACE) 4-1 2 #6 x 24'-7" I L- u C Rf vi1�N00 c E'o N OOH'- NoD E 0 a) E Ed., CCU co 0 -v 0 4-J Chi� C L O- vUi •3 c- , 10 >L_ 0 4-J 0'a u on o a)0-vEE (u � 'm c 0 4.� � v o 0 0 •c 1-#6x24'-7"(EA.FACE) F CL 3 °f'•^ r� U L N y� N C: C 4-1 L r� }, .o •3 0 C:rca�v on O _N ra CUmCL 3 -0 •C: a u REBAR CUT LIST fruO 0 L ^ L M a••' •^ E STRAIGHT BARS #4 WALL TIES c E T42 #4 x 24'-7„ 7 #4 x S-6" W/8" HOOK ONE END 24'-5 1/4" 3" " I� 3 21-#4x28'-9"®14 5/8" O.C.(EA.FACE)-� TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE N'O on p o °P37 42 #4 x 28 -9 PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 139'-11 5/8" STRENGTH VOLUME AREA I .0c � •E N/A 2 #6 x 24'-7" 3/4" 88.5 K c E'o 4,000 PSI 21.8 CY REFER TO DETAIL 2/131 01 O •- L +' C In -0 O on u O ai O 'N a.-+ 6 #4 x 17'-613 1 - PROVIDE 1 1/2" CHAIRS AT O 3-#4x5'-7"ABOVE OPNG®16" O.C.(EA.FACE) BOTTOM FACE VERTICAL REINF. � L 0 3-#4x17'-6"BELOW OPNG®16" O.C.(EA.FACE) REFER TO DETAIL 2/131.01 2. PROVIDE 7 1/4 CHAIRS AT c o 0 0 0 'C .O Q 1. PROVIDE 1 1/2" CHAIRS AT 8 #5 x 4'-0" REBAR CUT LIST TOP FACE HORIZONTAL REINF. EL 4 #5 x 24'-7" BENT BARS TO DETAIL 2/131.01 2. PROVIDE 7 1/4" CHAIRS AT 2 #6 x 24'-7" ��-0 o C: 6 #4 x 5-7" TOP FACE HORIZONTAL REINF. 1. W °P39 36- C: 0 .! 10.;R�dP38 --117" FACE STRUCTURAL 1REVEAL1 PANEL DIAGONALS 4-1 0 +� -04 c o PANEL NOTES: TO DETAIL 2/131.01 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: �'-' '� C C o a) E 3 C N/A 9 1/4" WYTHE N/A WYTHE DEPTH WEIGHT TL to BR 38'-4 3/8" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE > u ru I S CHUCI-IMANN to BR 36'-10 5/8" 9 1/4" 3/4" 82.5 K BL to TR 37'-7" 4,000 PSI 20.4 CY 716 SF (UP) FACE 1 -#6x24'- 7"(EA. FACE) REBAR CUT LIST STRAIGHT BARS 4 " 5 44 #4 tx - 10 24'-5 1/4- 313 A 3" 5 22-#4x30'-10"®14" O.C. EA.FACE) PED PANEL EDGE #4 WALL TIES 7 #4 x S-6" W/8" HOOK ONE END REFER TO DETAIL 2/131 01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. L 1-#4x23'-7"(EA.FACE) 4-#4x23'-7"®16" O.C.(EA.FACE) 1-5x23'-7"ABOVE OPNG(EA.FACE) W70"HOOK LEFT END 3-#4x1' - 8"LEFT LEG018" O.C.(EA.FACE) o 3-#4x17 -5 RIGHT LEG®18 O.C.(EA.FACE) 1-#5x23'-7"BELOW OPNG(EA.FACE) b! W/110 -HOOK LEFT END RF' - 12 -#4x23'-7"®18" O,C.(EA.FACE10 )I co 1 -#5x23'- 7"(EA. FACE) M 1-#4x24'-7"(EA.FACE) L- - R 5-#4x24'-7"®18" O.C.(EA.FACE) cV � 00 1-#5x24'-7"ABOVE OPNG(EA.FACE) Q 3-#4x10'-1 "LEFT LEG®18" O.C.(EA.FACE) o 3-#4x10'-1"RIGHT LEG®18" O.C.(EA.FACE) ' 1-#5x24'-7"BELOW OPNG(EA.FACE) o r-' 12-#4x24'-7"®18" O.C.(EA.FACE) `o 1 - #6x24'- 7"(EA. FACE) "'9'-10 5/8" 2'-8" 9'-10 5/8" 3„ 9-#4x29'-10"®14 7/8" O.C.(EA.FACE) J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 3-#4x7'-4"ABOVE OPNG®16" O.C.(EA.FACE) 3-#4x17'-6"BELOW OPNG®16" O.C.(EA.FACE) 9-#4x29'-2"Ct14 7/8" 0 C (EA FACE) 3" ix4'-0"(EA.FACE) ;4 PLACES) REBAR CUT LIST °P37 FACE STRUCTURAL. REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 139'-11 5/8" STRENGTH VOLUME AREA I I STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" 3/4" 88.5 K BL to TR 11 4,000 PSI 21.8 CY _768-S& I L 1-#4x23'-7"(EA.FACE) 4-#4x23'-7"®16" O.C.(EA.FACE) 1-5x23'-7"ABOVE OPNG(EA.FACE) W70"HOOK LEFT END 3-#4x1' - 8"LEFT LEG018" O.C.(EA.FACE) o 3-#4x17 -5 RIGHT LEG®18 O.C.(EA.FACE) 1-#5x23'-7"BELOW OPNG(EA.FACE) b! W/110 -HOOK LEFT END RF' - 12 -#4x23'-7"®18" O,C.(EA.FACE10 )I co 1 -#5x23'- 7"(EA. FACE) M 1-#4x24'-7"(EA.FACE) L- - R 5-#4x24'-7"®18" O.C.(EA.FACE) cV � 00 1-#5x24'-7"ABOVE OPNG(EA.FACE) Q 3-#4x10'-1 "LEFT LEG®18" O.C.(EA.FACE) o 3-#4x10'-1"RIGHT LEG®18" O.C.(EA.FACE) ' 1-#5x24'-7"BELOW OPNG(EA.FACE) o r-' 12-#4x24'-7"®18" O.C.(EA.FACE) `o 1 - #6x24'- 7"(EA. FACE) "'9'-10 5/8" 2'-8" 9'-10 5/8" 3„ 9-#4x29'-10"®14 7/8" O.C.(EA.FACE) J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 3-#4x7'-4"ABOVE OPNG®16" O.C.(EA.FACE) 3-#4x17'-6"BELOW OPNG®16" O.C.(EA.FACE) 9-#4x29'-2"Ct14 7/8" 0 C (EA FACE) 3" ix4'-0"(EA.FACE) ;4 PLACES) REBAR CUT LIST PO TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE STRAIGHT BARS #4 WALL TIES R . STRAIGHT BARS 6 #4 x 7'-4" 7 #4 x S-6" W/8" HOOK ONE END 3 " 12 #4 x 10'-1" 1'-5 5/8" 38 #4 x 12'-2" 4 #4 x 3'-6" W/8" HOOK ONE END 6 #4 x 17'-613 36 #4 x 24'-7" 3-#4x5'-7"ABOVE OPNG®16" O.C.(EA.FACE) 18 #4 x 29'- 3-#4x17'-6"BELOW OPNG®16" O.C.(EA.FACE) REFER TO DETAIL 2/131.01 18 #4 x 29'-1010" 15-#4x27'-6"®14 3/4" O.C.(EA.FACE) 1. PROVIDE 1 1/2" CHAIRS AT 8 #5 x 4'-0" REBAR CUT LIST TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE BOTTOM FACE VERTICAL REINF. 4 #5 x 24'-7" BENT BARS TO DETAIL 2/131.01 2. PROVIDE 7 1/4" CHAIRS AT 2 #6 x 24'-7" 6 #4 x 5-7" TOP FACE HORIZONTAL REINF. 1. 6 #4 x 17'-5" 36- 10.;R�dP38 --117" FACE STRUCTURAL 1REVEAL1 PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: TO DETAIL 2/131.01 WYTHE, WYTHE DEPTH I WEIGHT 717713R. 1 39'-2" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE 2 #5 x 23'-7" N/A 9 1/4" 1 3/47-F8 3-5 K BI, to TR 1 38'-4 3/8" 4,000 PSI 20.6 CY 725 SF I (UP) FACE VIDE (2)-#4 HAIRPINS UND HEADED STUDS =MBED PLATE PL -4. ix4'-0"(EA.FACE) ;4 PLACES) In Wt - 19 -#4x12'-2"®17 1/2" O.C.(EA.FACE)I co CV 1-#5x12'-2"(EA.FACE) 1'-3" 1'-2 3/4" (4)T1ES®3'-4"=10'-0" I- -lc R l `n 11'-11 5/8" 390 3" 11-#4x26'-9"®14 3/8" O.C.(EA.FACE)-� REBAR CUT LIST PO 2'-8" 17'-3" R . STRAIGHT BARS 3" 1'-0" Elf -On 3 " 1'-5 5/8" 38 #4 x 12'-2" 4 #4 x 3'-6" W/8" HOOK ONE END 3-#4x27'-9"®8 3/4" O.C.(EA.FACE)J J 3-#4x5'-7"ABOVE OPNG®16" O.C.(EA.FACE) 3-#4x17'-6"BELOW OPNG®16" O.C.(EA.FACE) 2#5 x 12'-2" 15-#4x27'-6"®14 3/4" O.C.(EA.FACE) REBAR CUT LIST TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE STRAIGHT BARS BENT BARS TO DETAIL 2/131.01 6 #4 x V-8" 4 #5 x 23'-7" W/10"HOOK ONE END 6 #4 x 5-7" 2 #4 x 17" x S-0" HAIRPIN 1. 6 #4 x 17'-5" 36- 6 #4 x 17'-6" --117" 34 #4 x 23'-7" REFER TO DETAIL 2/131.01 30 #4 x 27'-6" 1. PROVIDE 1 1/2" CHAIRS AT 6 #4 x 27'-9" #4 WALL TIES BOTTOM FACE VERTICAL REINF. 8 #5 x 4'-0" 7 #4 x S-6" W/8" HOOK ONE END 2. PROVIDE 7 1/4" CHAIRS AT 2 #5 x 23'-7" TOP FACE HORIZONTAL REINF. TOP FACE HORIZONTAL REINF. a°P40 FACESTRUCTURAL WYTHE REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL WYTHE DEPTH WEIGHTLBL PANEL, NOTES: I S CHUCI-IMANN to BR 36'-10 5/8" STRENGTH VOLUME AREA 1 STEEL TROWEL FINISH - INSIDE N/A 9 1/4" 3/4" FACE STRUCTURAL REVEALI PANEL I DIAGONALS CONC. DESIGN CONCRETE NET PANEL 77 Ak 7560 RED BUG LAKE ROAD, STE 2020 Ovmr)o, FLORIDA 32765 WYTHE 74.2 K to TR 36'-1 5/8" 4,000 PSI 18.3 CY 645 SF (UP) FACE In Wt - 19 -#4x12'-2"®17 1/2" O.C.(EA.FACE)I co CV 1-#5x12'-2"(EA.FACE) 1'-3" 1'-2 3/4" (4)T1ES®3'-4"=10'-0" I- -lc R l `n 11'-11 5/8" 390 3" 11-#4x26'-9"®14 3/8" O.C.(EA.FACE)-� REBAR CUT LIST STRAIGHT BARS #4 WALL TIES 38 #4 x 12'-2" 4 #4 x 3'-6" W/8" HOOK ONE END 22 #4 x 26'-9" 2#5 x 12'-2" REFER TO DETAIL 2/131.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. I S CHUCI-IMANN Zd dO P 41 STRUCTURAL ASSOCIATES FACE STRUCTURAL REVEALI PANEL I DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: Ak 7560 RED BUG LAKE ROAD, STE 2020 Ovmr)o, FLORIDA 32765 WYTHE WYTHE DEPTH WEIGHT I 1'L to BR 1 29'-9 3/4" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE WT}'I•. 407.542.1280 EB: SSA F,NGINERRS COM N/A 9 1/4" 3/4" 39.0 K BL to TR 149'-9 3/4" 1 4,000 PSI 9.6 CY 339 SF (UP) FACE FL CA No. 27082 ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 4078975461 ARCHSOLVECRAOL.COM un■ ■nn w w w. a r c h d y n. c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER 1526001339 PLAN SUBMISSIONS &t REVISIONS SUBMITTAL: ISSUED FOR PERMIT 20 JULY 2016 REV.: SLAB ON GRADE REINFORCING 33 14 MARCH 2017 .... , REV.: COFFEE PRODUCTION/GEN. COORD.® 22 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD. A5 �� 10 MAY 2017 cKee :` � CONSTRUCTION CO.' GE-HEPaAL C®N'TRACTOnS l 9 e r= � ! w Ou. -' Q 00LI � _ ::*.: 0 mmmmp 1.1..1 U. Q Q N ENGINEER SEAL / SIGNATURE ■ JONATHON T. SCHUCHMANN FL P.E. 60256 ENs*-.i . Q.:.•y�,,,, O' NO. 25 ,-P zt S OF '0.-.4 R p •. designed: CO / JTS drawn: KRG / JTS ,4 reviewed: JTS Project code: 20-16-1197 SHEET INFORMATION 6 TILT -UP PANEL REINFORCING - P36 -P41 W SHEET NUMBER L C:- O a-+ ra.�) C y 4- o'O�LJ E O N ra 4-1 0� > O ru > .4 - kA vn c L N N O E L v c�E.c LU E'Q)oc E -v E_ N oo o.0 .4- m oc170�, ~+• ra N' C1.4�-+-+ E u Qi E C L Rs o s tj 4-0 Uc0) o,D L Lcon-a L_J m amu r - 0 u a) v► a-+ 4.1 = o�oro `LLa Q. OL E���� a00(u �.6.,L +� �on 0 .Fj.0 c L m L LA c 3 c E }' v; }; c umu� . 0' c0 '^ a) p N N ans E Co4-J ~ u U -v °� .tea cca �m� v 4- c� L L N+- a4. �000 =u u 00, " N(u c� -c - 5,-'O,','o O 4-1f0=N-0 C- u 'C c 00QOra L L 4-Jv) 0r.00 C:)U c c -r- ',n; 0 4-,o 0 rt� L) O L 4-' -D•�a c� C -0 a)0 0 L. > U cuco� Nmo„0 N�L J E>,+uc �pCoc0 a) 4 N vi �LO.va) � � E42 NNcaO o-Qoov cc-p�tn n CL u,a)0u L L V1 Nc - ca-r-pu -v Nu -E c L C: Cs rCf 0 9 4--, 0 >,u:6 o-0 C MW� +� >0 C: on (C vu .C.6Ouo v) :3 N c aJ L Ln �(a00 3� L- L E C:01) ura &.J`� L- U c viteN_O,c on VI N�LEC acirua`'o E a)= ELI, va�'3co mCr �Cc H3a.Na) >�0E 010 u Ono u Ln C '� m ccum .o -Y .�00 u000.c �O3Na) VI a)0� ;C >�o=u � Vf W.UCN 0 c Z L cc 4-J V,�c 10.�.>'i U on 0 tn m - c Ll .3 -0 r u 12 ra -E -0 M c oma N 0 .c in C: o- +�ra L c Ego c � '0 n 0 an o C: a) 0 '4A O.0 4-' (A•N W L f0 U a o'C:0< ELaN �a4-- (A 4-J co.o�� LC �>0"0' M tlO-#�42 cD7"018" O.C.(EA.FACE) 1-#6x2 OPNG(EA.FACE) R W/1122 HOOK LEFT END 8-#4x1' - 8"LEFT LEG018" O.C.(EA.FACE) `ni 8-#4x12 -8 RIGHT LEG018 O.C.(EA.FACE) 4-1,Z.- 1- 5x24'-7"BELOW OPNG(EA.FACE) W0"HOOK LEFT END 3-#4x24'-7"014" O.C.(EA.FACE) 10-N 1 - #6x24'- 7"(EA. FACE) M 3-#4x24'-7"016" O.C.(EA.FACE) °O CV 1-#5x24'-7"ABOVE OPNG(EA.FACE) R 4-#4x1'-9"LEFT LEG018" O.C.(EA.FACE) o 4-#4x17'-5"RIGHT LEG018" O.C.(EA.FACE) -� 1-#5x24'-7"BELOW OPNG(EA.FACE) 1 - #4x24'- 7"(EA. FACE) R 1-#5x4'-0"(EA.FACE) TYP.(4 PLACES) o 5 14-#4x24'-7"018" O.C.(EA.FACE) 1-#6x24'-7"(EA.FACE) R 4 FACE WYTHE 3" Ul-5 5 8" 5 V-0" TYP. /8" 31- 3'-8" '-8" REVEAL PANEL (4)11ES 1'-5 5/8" + + + PANEL NOTES: 5 7- 4x30'-9" 09 1 /4" REBAR CUT LIST WYTHE RUG" BENT BARS x 1'-8" 2 #5 x 24'-7" W/10"HOOK ONE END > 14 #4 x 3'-10" 2 #6 x 24'-7" W/12"HOOK ONE END M 3-#4x24'-7"016" O.C.(EA.FACE) °O CV 1-#5x24'-7"ABOVE OPNG(EA.FACE) R 4-#4x1'-9"LEFT LEG018" O.C.(EA.FACE) o 4-#4x17'-5"RIGHT LEG018" O.C.(EA.FACE) -� 1-#5x24'-7"BELOW OPNG(EA.FACE) 1 - #4x24'- 7"(EA. FACE) R 1-#5x4'-0"(EA.FACE) TYP.(4 PLACES) o 5 14-#4x24'-7"018" O.C.(EA.FACE) 1-#6x24'-7"(EA.FACE) R 8'-6" FACE WYTHE 3" Ul-5 5 8" 5 5- 4x30'-9"04 3/8" O.C. EA.FACE -� REVEAL PANEL opo 7-#4x13'-10"ABOVE OPNG017" O.C.(EA.FACE) 5 CONIC. DESIGN CONCRETE 7- 4x3'-10"BELOW OPNG017" O.C.(EA.FACE PANEL NOTES: 5 7- 4x30'-9" 09 1 /4" REBAR CUT LIST WYTHE RUG" BENT BARS x 1'-8" 2 #5 x 24'-7" W/10"HOOK ONE END > 14 #4 x 3'-10" 2 #6 x 24'-7" W/12"HOOK ONE END � 16 #4 x 12'-8" 9 1/4" 14 #4 x 13'-10" #4 26 #4 x 24'-7" 6 #4 x 3 -6 W/8 HOOK ONE END 38 4 0'-9" 2 4 x 3'-6" W 16" HOOK ONE END 8#5x4-0 -5 2 #6 x 24'-7" M 3-#4x24'-7"016" O.C.(EA.FACE) °O CV 1-#5x24'-7"ABOVE OPNG(EA.FACE) R 4-#4x1'-9"LEFT LEG018" O.C.(EA.FACE) o 4-#4x17'-5"RIGHT LEG018" O.C.(EA.FACE) -� 1-#5x24'-7"BELOW OPNG(EA.FACE) 1 - #4x24'- 7"(EA. FACE) R 1-#5x4'-0"(EA.FACE) TYP.(4 PLACES) o 5 14-#4x24'-7"018" O.C.(EA.FACE) 1-#6x24'-7"(EA.FACE) 3'-g" 9'-4 1 /2" �j 7'-4 1/8" 3" 3":T] L 1 _OnLis-on 1'-6 5/8" 3-#4x30'-9"09 1/4" O.C.(EA.FACE)J 4-#4x3'-8"ABOVE OPNG014 5/8" O.C.(EA.FACE) 4-#4x21'-6"BELOW OPNG014 5/8" O.C.(EA.FACE) 8-#4x30'-9"016 1/8" O.C.(EA.FACE) 3/4" O.C.(EA.FACE) REBAR CUT LIST 7-#4x30'-9"014 3/4" O.C.(EA.FACE) STRAIGHT BARS #4 WALL TIES 8 #4 x 1'-9" 7 #4 x 3'-6" W/8" HOOK ONE END 8 #4 x 3'-8" 8 #4 x 17'-5" REFER TO DETAIL 281.01 8 #4 x 21'-6" REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT 36 #4 x 24'-7" 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 36 #4 x 30'-9" BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT 8 #5 x 4'-0" 2. PROVIDE 7 1 4" CHAIRS AT TOP FACE HORIZONTAL REINF. 4 #5 x 24'-7" / 2 #6 x 24'-7" TOP FACE HORIZONTAL REINF, 1-#5x4'-0"(EA.FACE) TYP.(4 PLACES) _ 3" <% P42 FACE WYTHE STRUCTURAL WYTHE REVEAL DEPT FACE STRUCTURAL REVEAL PANEL DIAGONALS CONIC. DESIGN CONCRETE TYP. PANEL NOTES: TL to BR 39'-10 1/4" WYTHE WYTHE DEPTH IC'ITT STRENGTH O U E A E STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" 3/4" 75.0 K BL to TR 39'-10 1/4" 4,000 PSI 18.5 CY 648 SF 1 F Lol -5 5/8" (7)TIES03'-8"=22'-0" 1'-5 5/8" ++ + + + + 3'-g" 9'-4 1 /2" �j 7'-4 1/8" 3" 3":T] L 1 _OnLis-on 1'-6 5/8" 3-#4x30'-9"09 1/4" O.C.(EA.FACE)J 4-#4x3'-8"ABOVE OPNG014 5/8" O.C.(EA.FACE) 4-#4x21'-6"BELOW OPNG014 5/8" O.C.(EA.FACE) 8-#4x30'-9"016 1/8" O.C.(EA.FACE) 3/4" O.C.(EA.FACE) REBAR CUT LIST 7-#4x30'-9"014 3/4" O.C.(EA.FACE) STRAIGHT BARS #4 WALL TIES 8 #4 x 1'-9" 7 #4 x 3'-6" W/8" HOOK ONE END 8 #4 x 3'-8" 8 #4 x 17'-5" REFER TO DETAIL 281.01 8 #4 x 21'-6" REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT 36 #4 x 24'-7" 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 36 #4 x 30'-9" BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT 8 #5 x 4'-0" 2. PROVIDE 7 1 4" CHAIRS AT TOP FACE HORIZONTAL REINF. 4 #5 x 24'-7" / 2 #6 x 24'-7" TOP FACE HORIZONTAL REINF, 1-#5x4'-0"(EA.FACE) TYP.(4 PLACES) _ 3" 3-#4x24'-7"016" O.C.(EA.FACE) 00 04 1-#5x24'-7"ABOVE OPNG(EA.FACE) R 4-#4x17'-5"LEFT LEG018„ O.C.(EA.FACE) `1 4-#4x1 -9 RIGHT LEG018 O.C.(EA.FACE) '14- 1-#5x24'-7"BELOW OPNG(EA.FACE) IUD 6-#4x24'-7"018" O.C.(EA.FACE) r` 1-#5x24'-7"ABOVE OPNG(EA.FACE)CD • 5-#4x18'-4"LEFT LEG018" O.C.(EA.FACE) 5-#4x2'-8"RIGHT LEG018" O.C.(EA.FACE) R LO N 1-#5x24'-7"BELOW OPNG(EA.FACE) 1-#4x24-7:(EA.FACE) <% P42 FACE WYTHE STRUCTURAL WYTHE REVEAL DEPT FACE STRUCTURAL REVEAL PANEL DIAGONALS CONIC. DESIGN CONCRETE NET PANEL PANEL NOTES: TL to BR 39'-10 1/4" WYTHE WYTHE DEPTH IC'ITT STRENGTH O U E A E STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" 3/4" 75.0 K BL to TR 39'-10 1/4" 4,000 PSI 18.5 CY 648 SF 3-#4x24'-7"016" O.C.(EA.FACE) 00 04 1-#5x24'-7"ABOVE OPNG(EA.FACE) R 4-#4x17'-5"LEFT LEG018„ O.C.(EA.FACE) `1 4-#4x1 -9 RIGHT LEG018 O.C.(EA.FACE) '14- 1-#5x24'-7"BELOW OPNG(EA.FACE) IUD 6-#4x24'-7"018" O.C.(EA.FACE) r` 1-#5x24'-7"ABOVE OPNG(EA.FACE)CD • 5-#4x18'-4"LEFT LEG018" O.C.(EA.FACE) 5-#4x2'-8"RIGHT LEG018" O.C.(EA.FACE) R LO N 1-#5x24'-7"BELOW OPNG(EA.FACE) 1-#4x24-7:(EA.FACE) 1 -#5x4'- 0"(EA. FACE) TYP.(8 PLACES) W F I lV J 3 1-#6x24-7 EA.FACE 7'-4 1/81f 9'-4 1/2" 1' '-3 '-4" '-3 1• 3" I 1'-6 5/8" 3" 7-#4x28'-9"014 3/4" O.C.(EA.FACE) J 8-#4x28'-9"016 1/8" J O.C.(EA.FACE) 1-#4x19'-6"BELOW OPNG(EA.FACE) 4-#4x3'-8"ABOVE OPNG014 5/8" O.C.(EA.FACE) 2-#4x9'-5"BETWEEN OPNG016' O.C.(EA.FACE) REBAR CUT LIST 2-#4x1'-10"BELOW OPNG016" O.C.(EA.FACE) STRAIGHT BARS 20 #4 x 24'-7" 1-#4x19'-6"BELOW OPNG�EA.FACE) 8 #4 x 1'-9" 36 #4 x 28'-9" 3-#4x28'-9"09 1/4' O.C.(EA.FACE) 4 #4 x 1'-10" 16 #5 x 4'-0" 10 #4 x 2'-8" 8 #5 x 24'-7" 8 #4 x 3'-8" 2 #6 x 24'-7" REFER TO DETAIL 2/R1.01 4 #4 x 9'-5" 8 #4 x 1T-5" #4 WALL TIES 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 10 #4 x 18'-4" 7 #4 x 3'-6" W/8" HOOK ONE END 2. PROVIDE 7 1/4" CHAIRS AT 4 #4 x 19'-6" TOP FACE HORIZONTAL REINF. °P43 1'-5 5/8" FACE WYTHE STRUCTURAL WYTHE REVEAL DEPT PANEL WEIGHT' DIAGONALS CONC. DESIGN STRENGTH CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 39'-10 1/4" N/A TYP. 4H 3/" 86,5 K BL to TR 39'-10 1/4" 4,000 PSI 21.3 Cy 750 SF VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" 3/4" 83.8K BL to TR 38'-3 3/4" 4,000 PSI 20.7 CY 727 SF T" 11 4' 10 1'-7 5/8" (5)T E 04'-0"=16'-0" 5 1' " 6' 1 -#5x4'- 0"(EA. FACE) TYP.(8 PLACES) W F I lV J 3 1-#6x24-7 EA.FACE 7'-4 1/81f 9'-4 1/2" 1' '-3 '-4" '-3 1• 3" I 1'-6 5/8" 3" 7-#4x28'-9"014 3/4" O.C.(EA.FACE) J 8-#4x28'-9"016 1/8" J O.C.(EA.FACE) 1-#4x19'-6"BELOW OPNG(EA.FACE) 4-#4x3'-8"ABOVE OPNG014 5/8" O.C.(EA.FACE) 2-#4x9'-5"BETWEEN OPNG016' O.C.(EA.FACE) REBAR CUT LIST 2-#4x1'-10"BELOW OPNG016" O.C.(EA.FACE) STRAIGHT BARS 20 #4 x 24'-7" 1-#4x19'-6"BELOW OPNG�EA.FACE) 8 #4 x 1'-9" 36 #4 x 28'-9" 3-#4x28'-9"09 1/4' O.C.(EA.FACE) 4 #4 x 1'-10" 16 #5 x 4'-0" 10 #4 x 2'-8" 8 #5 x 24'-7" 8 #4 x 3'-8" 2 #6 x 24'-7" REFER TO DETAIL 2/R1.01 4 #4 x 9'-5" 8 #4 x 1T-5" #4 WALL TIES 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 10 #4 x 18'-4" 7 #4 x 3'-6" W/8" HOOK ONE END 2. PROVIDE 7 1/4" CHAIRS AT 4 #4 x 19'-6" TOP FACE HORIZONTAL REINF. 19-#4x24-7"017 1/2" O.C.(EA.FACE) �1 (V 1-#6x24'-7"(EA.FACE) M 1'-5 5/8" °P43 1'-5 5/8" FACE WYTHE STRUCTURAL WYTHE REVEAL DEPT PANEL WEIGHT' DIAGONALS CONC. DESIGN STRENGTH CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 39'-10 1/4" N/A 9 1/4" 4H 3/" 86,5 K BL to TR 39'-10 1/4" 4,000 PSI 21.3 Cy 750 SF 19-#4x24-7"017 1/2" O.C.(EA.FACE) �1 (V 1-#6x24'-7"(EA.FACE) M 1'-5 5/8" (7)TTES03'-8"=22'-0" 1'-5 5/8" + + + + + + 7'-4 1 /8" 8'-9" 3" J 7-#4x26'-9"014 3/4" O.C.(EA.FACE) J 8-#4x26'-9"015" O.C.(EA.FACE)J REBAR CUT LIST STRAIGHT BARS #4 WALL TIES 38 #4 x 24'-7" 7 #4 x 3'-6" W/8" HOOK ONE END 44 #4 x 26'-9" 2 #6 x 24'-7" N W R 7'-4 1 /8" 3" L 7-#4x26'-9"014 3/4" O.C.(EA.FACE) REFER TO DETAIL 2 f R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. o- 20 -#4x24'-7"017 7/8" O.C.(EA.FACE)1 00 CV 1 -#6x24'- 7"(EA. FACE) 1'-5 5/8" (7)TI ES03'-8"=22'-0" 1'-5 5/8" + + + + + + 7'-41/8" 89_9" 3" 7-#4x28'-9"014 3/4" O.C.(EA.FACE)J 8-#4x28'-9"015" O.C.(EA.FACE)J REBAR CUT LIST STRAIGHT BARS #4 WALL TIES 40 #4 x 24'-7" 7 #4 x 3'-6" W/8" NOOK ONE END 44 #4 x 28'-9" 2 #6 x 24'-7" 1 7'-4 1/8" 3" L 7-#4x28'-9"014 3/4" O.C.(EA.FACE) REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. 1� R 19-#4x12'-2"017 1/2" O.C.(EA.FACE) 1 10 04 1-#5x12'-2"(EA.FACE) 1'-2 3/4" (4)TIES03'-4"=10'-0" ' I- r R 11'-11 5/8" 3" 3" 11-#4x26'-9"014 3/8" O.C.(EA.FACE)J REBAR CUT LIST STRAIGHT BARS #4 WALL TIES 38 #4 x 12'-2" 4 #4 x 3'-6" W/8" HOOK ONE END 22 #4 x 26'-9" 2 #5 x 12'-2" REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. i3 r� r ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVEVOL-COM films ■��11 w w w. a r c h d y n. c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT REV.: SLAB ON GRADE REINFORCING 33 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.® 22 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD. A5 .' �_ 10 MAY 2017 m, CK In r CONSTRUCTION CO. dP A C T'nnnn cx� .nn... 0 Q Q M Q Q (D co ry LLQ uJ 0p W ® R J V) L 1. O 0 croo � O h a ENGINEER SEAL / SIGNATURE ■ JONATHON T. SCHUCHMANN FL P.E. 60256 �����u rI r►rr� '; Js NO. 2 6 1.7 : ?; r � �1JZ EOF :[V ` ��i t�S •.� O R 1 0 •�G� ��. designed: CO /JTS drawn: KRG / JTS reviewed: JTS project code: 20-16-1197 SHEET INFORMATION TILT -UP PANEL REINFORCING - P42 P47 SHEET NUMBER K"' Row 08 °P44 FACE STRUCTURAL REVEAL I PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: I TL to BR 1 38-3 3/4" WYTIIE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" 3/4" 83.8K BL to TR 38'-3 3/4" 4,000 PSI 20.7 CY 727 SF 1� R 19-#4x12'-2"017 1/2" O.C.(EA.FACE) 1 10 04 1-#5x12'-2"(EA.FACE) 1'-2 3/4" (4)TIES03'-4"=10'-0" ' I- r R 11'-11 5/8" 3" 3" 11-#4x26'-9"014 3/8" O.C.(EA.FACE)J REBAR CUT LIST STRAIGHT BARS #4 WALL TIES 38 #4 x 12'-2" 4 #4 x 3'-6" W/8" HOOK ONE END 22 #4 x 26'-9" 2 #5 x 12'-2" REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. i3 r� r ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVEVOL-COM films ■��11 w w w. a r c h d y n. c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT REV.: SLAB ON GRADE REINFORCING 33 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.® 22 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD. A5 .' �_ 10 MAY 2017 m, CK In r CONSTRUCTION CO. dP A C T'nnnn cx� .nn... 0 Q Q M Q Q (D co ry LLQ uJ 0p W ® R J V) L 1. O 0 croo � O h a ENGINEER SEAL / SIGNATURE ■ JONATHON T. SCHUCHMANN FL P.E. 60256 �����u rI r►rr� '; Js NO. 2 6 1.7 : ?; r � �1JZ EOF :[V ` ��i t�S •.� O R 1 0 •�G� ��. designed: CO /JTS drawn: KRG / JTS reviewed: JTS project code: 20-16-1197 SHEET INFORMATION TILT -UP PANEL REINFORCING - P42 P47 SHEET NUMBER K"' Row 08 >%voo 0 -0 a) c�ai� C 0 Ln c 3:.zj E=v3Ln �ocE ru 42 6 SEL LU E'IAoc E-0 Ec L Vf N O`' -,V c Oc��+ c.0 cp cu ".- .042 (D 'a4 --J E�,ou°' L -.- 0 ^04-0U UC,OL 0cn-0 L�(aO Q 4-J -c .c fr3 U fCf a-,, c 0uNv) +'.4±�>' o�oM L as �.n� 4-1 � J- ,-J 0 c on, im �t a c3�:c -n E +.. ca U Mi (.0�� LA Nc p NN ani E � Gt--u u' C C ..0c� a� L v) �d a�000 U U 0on��v c N N -p 4.5 c-'u'cc 0OQo(s Ni � H ca) 0 0.0- r0 4-j 4- c v, °�c �,0 O c C 0+:+ °U a =� 0 N CO N U cu4-1 cd) ov, .y(a0+-,0 concu a_ �coc0 CU 76 H N L O ,u a) 0 2 E,2 a)wPc:tO � Q 0 o -0 RS Q. c - M ? o. 2LouN c a, „ aa)4-,^c .0L -M= -vr,CAEE C: ` CQ O moo04-.o C(0oo� c >oUN•E uc c 'on �0C -cu .Q c o v, 0 H c a) `N a(1)s 0.0 �- 4, +� c -o �uns03o L-�E 0 0 0o � U�u_ ct 4-J C 0.- Ln on .OU-c•�Q'C Nor L E a, o Cu E��a �(D co o ro on ` cr oc >+- O +J o-0uOno u H E RS vco0� a�uu C: a� o •� �- .c N M = U L of N„C N CO -c4- C fC�+U on O D cu(aa�; �fa0i-E NpcEca>. (U Ln LC ••- +-J E-0 0) -0 o c u On c a). o'Z 0 _r +- .1 E'C.0a E 0 0. 4-�,°ate' �cc rLc c0,o�v Q) +:+ +J .c c E L C > 0u p 1-#4x17'-9"(EA.FACE) 9-#4x17'-10"018" O.C.(EA.FACE) 2-#6x17'-10"ABOVE OPNG03" O.C.(EA.F W/12"HOOK RIGHT END b4X1'-10LEFT LEG018" O.C. EA.FACE 4x1'-8"RIGHT LEG018" O,C. EA.FAC� Ix1'-10"LEFT LEG(EA.FACE x1'-8"RIGHT LEG EA.FACE x1'-10"LEFT LEG�EA EA.FACE x1'-8"RIGHT LEG.FACE 1n 12'-6" -0 3" 5 d5lv'-5 5/8" 3" -10"04" O.C.(EA.FACE 10-#4x14'-7"016 5/8" O.C.(EA.FA(I TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 6-#4x27'-6"03 1/2" 0.C.(EA.FACE) REBAR CUT LIST °P50 w BARS FACE WYTHE 4 #6 x 17'-10"W/12"HOOK ONE END REVEAL DEPTH 2 #4 x 17" x 3'-0" HAIRPIN zBENT 36" CONCRETE U E 17" 4 „ TL to BR 32'-7 1/2" 451 # x 1'-8" 2 5 x 1'-10"5 W/8" HOOK ONE END 0W6. 5 x V-8" 38.2 K 2 4,000 PSI x4'-0"(EA.FACE) ,2 PLACES) 1 - #4x24'-7"(EA. FACE) 10-#4x24'-7"018" O.C.(EA.FACE) 2-#6x24'-7"ABOVE OPNG03" O.C.(EA.F W/12"HOOK LEFT END C x1'-8"LEFT LEG018' O,C.(EA.FACE'x8'-8"RIGHT LEG018" O.C,(EA.FACI 5 1-#5x1'-8"LEFT LEG(EA.FACE) 1-#5x8'-8"RIGHT LEG(EA.FACE) 1-#6x1'-8"LEFT LEG(EA.FACE) 1-#6x8'-8"RIGHT LEG(EA.FACE) REBAR CUT LIST 3" -J 7-#4x27'-7"03" O.C.(EA.FACE) 20-#4x15'-4"016 5/8" �F06R .FACE) TRIM BARS AS REQUIREDLOPED PANEL EDGE 11-#4x28'-6"010 1/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE V4x BENT BARS 4 #6 x 24'-7" W/12"HOOK ONE END #4 TIES REFER TO DETAIL 2/131.01 5 #4 x '-6" W/8" HOOK ONE END 1. PROVIDE 1 1/2 CHAIRS AT BOTTOM FACE VERTICAL REINF.5 2 - 2. PROVIDE 7 1/4" CHAIRS AT 5 1'-8" TOP FACE HORIZONTAL REINF. 2 #5 x 8'-8 2 #6 x 1'- 2 8'- w k 1-#4x17'-7"(EA.FACE) I-- 0 5-#4x17'-7"018" O.C.(EA.FACE) Ors 1-#5x17'-7"ABOVE OPNG(EA.FACE) :- 0 3-#4x2'-7"LEFT LEG018" O.C.(EA.FACE) o 3-#4x10'-7"RIGHT LEG018" O.C.(EA.FACE) 1-#5x17'-7"BELOW OPNG(EA.FACE) .I 0 5-#4x17'-7"018" O.C.(EA.FACE) O 1-#5x17'-7"ABOVE OPNG(EA.FACE) 4-#4x2'-8"LEFT LEG018" O.C.(EA.FACE) 4-#4x3'-8"CENTER LEG018" O.C.(EA.FACE) 4-#4x2'-8"RIGHT LEG018" O.C.(EA.FACE) 1-#5x17'-7"BELOW OPNG(EA.FACE) 3-#4x17'-7"015" O.C.(EA.FACE) `I N 1-#57'-7"(EA.FACE) x1 3" 2'-4 5 - - - - - - - Z5� °P50 w 5 5- 4x2�-I"1017 1/8" O.C.(EA.FACE FACE WYTHE STRUCTURAL WYTHE REVEAL DEPTH PANEL I HT DIAGONALS CONC. DESIGN STRENGTHO CONCRETE U E I NET PANEL AEA PANEL NOTES: STEEL TROWEL FINISH -INSIDE (UP) FACE TL to BR 32'-7 1/2" N/A 9 1/4" 3/4" 38.2 K 1 BL to TR 33'-3" 4,000 PSI 9.4 CY 11330 SF j w k 1-#4x17'-7"(EA.FACE) I-- 0 5-#4x17'-7"018" O.C.(EA.FACE) Ors 1-#5x17'-7"ABOVE OPNG(EA.FACE) :- 0 3-#4x2'-7"LEFT LEG018" O.C.(EA.FACE) o 3-#4x10'-7"RIGHT LEG018" O.C.(EA.FACE) 1-#5x17'-7"BELOW OPNG(EA.FACE) .I 0 5-#4x17'-7"018" O.C.(EA.FACE) O 1-#5x17'-7"ABOVE OPNG(EA.FACE) 4-#4x2'-8"LEFT LEG018" O.C.(EA.FACE) 4-#4x3'-8"CENTER LEG018" O.C.(EA.FACE) 4-#4x2'-8"RIGHT LEG018" O.C.(EA.FACE) 1-#5x17'-7"BELOW OPNG(EA.FACE) 3-#4x17'-7"015" O.C.(EA.FACE) `I N 1-#57'-7"(EA.FACE) x1 3" 2'-4 5 - - - - - - - Z5� REFER TO DETAIL 2/131.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. 3" 1-#4x24'-11 "(EA.FACE) 5-#424'-11"017" O.C.(EA.FACE) c c 1-#5x24'-11"ABOVE OPNG(EA.FACE) 3-#4x10'-3"LEFT LEG018" O.C.(EA.FACE) 3-#4x10'-3"RIGHT LEG018" O.C.(EA.FACE 1-#5x24'-11"BELOW OPNG(EA.FACE) I'-0"(EA.FACE) PLACES) r REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4' CHAIRS AT TOP FACE HORIZONTAL REINF, 8'911 8 °P50 .� ¢z °P49 5 5- 4x2�-I"1017 1/8" O.C.(EA.FACE a - 4 A. A FACE 3-#4x8'-1 "BETWEEN OPNG016" O.C.(EA.FACE) FACE WYTHE 3-#4x3'-6"BELOW OPNG016" O.C.(EA.FACE) REBAR CUT LIST 7-#4x30'-1"06 7/8" O.C.(EA.FACE) STRAIGHT BARS EEOMW 6 #4 x 2'-7" 3-#4x3'-6"BELOW P "16 A=3 #4 x 2'-8"5 5- 4x30'-4' 07 3 8' t12 #4 x 3'-6" 8 #4 x 3'-8" 61.0 Kto 6 #4 x 7'-9" _ -m�m� 5 #4 x 3'-6" W/8" HOOK ONE END 6 #4 x 10'-7" 83.9 K 28 #4 x 17'-7" , n 4,000 PSI oil 772-977-1 Q \ ,1-#4x11'-10"RIGHT LEG(EA.FACE) TYP. 5 1- 5x1T-7"BELOW OPNG(EA.FACE) o " 0 1-#5x4'-0"(EA.FACE) 1-# x1 - 'A 0 P G A. AC \ " LP TYP.(16 PLACES) nm, Im■zmufpiw C1•�s�mml !�� . �i��w�■�virir�■i -------------- REFER TO DETAIL 2/131.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. 3" 1-#4x24'-11 "(EA.FACE) 5-#424'-11"017" O.C.(EA.FACE) c c 1-#5x24'-11"ABOVE OPNG(EA.FACE) 3-#4x10'-3"LEFT LEG018" O.C.(EA.FACE) 3-#4x10'-3"RIGHT LEG018" O.C.(EA.FACE 1-#5x24'-11"BELOW OPNG(EA.FACE) I'-0"(EA.FACE) PLACES) r REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4' CHAIRS AT TOP FACE HORIZONTAL REINF, 8'911 8 °P50 .� ¢z °P49 5 5- 4x2�-I"1017 1/8" O.C.(EA.FACE a - 4 A. A FACE 3-#4x8'-1 "BETWEEN OPNG016" O.C.(EA.FACE) FACE WYTHE 3-#4x3'-6"BELOW OPNG016" O.C.(EA.FACE) REBAR CUT LIST 7-#4x30'-1"06 7/8" O.C.(EA.FACE) STRAIGHT BARS 2-#4x20'-9"ABOVE OPNG015" O.C.(EA.FACE) 6 #4 x 2'-7" 3-#4x3'-6"BELOW P "16 A=3 #4 x 2'-8"5 5- 4x30'-4' 07 3 8' t12 #4 x 3'-6" 8 #4 x 3'-8" 61.0 Kto 6 #4 x 7'-9" #4 WALL TIES 6 #4 x 8'-1" 5 #4 x 3'-6" W/8" HOOK ONE END 6 #4 x 10'-7" 83.9 K 28 #4 x 17'-7" , n 4,000 PSI 5 104 x 772-977-1 REFER TO DETAIL 2/131.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. 3" 1-#4x24'-11 "(EA.FACE) 5-#424'-11"017" O.C.(EA.FACE) c c 1-#5x24'-11"ABOVE OPNG(EA.FACE) 3-#4x10'-3"LEFT LEG018" O.C.(EA.FACE) 3-#4x10'-3"RIGHT LEG018" O.C.(EA.FACE 1-#5x24'-11"BELOW OPNG(EA.FACE) I'-0"(EA.FACE) PLACES) r REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4' CHAIRS AT TOP FACE HORIZONTAL REINF, 8'911 8 °P50 .� ¢z °P49 a FACE STRUCTURAL FACE WYTHE STRUCTURAL WYTHE I REVEAL DEPTH I Tto PANELFBBL DIAGONALS CONC. DESIGN STRENGTH CONCRETE O U E NET PANEL AEA PANEL NOTES: STEEL TROWEL FINISH - INSIDE i (UP) FACE BR 37'-4 7/8" N/A 9 1/4" 3/4" 61.0 Kto TR 1 38'-2 1/4" 4,000 PSI 15.1 CY 528 SF U 00 1-#4x16'-3"(EA.FACE) 6-#4x16'-3"018" O.C.(EA.FACE) cD r` 1-#5x16'-3"ABOVE OPNG(EA.FACE) o 3-#4x5'-11"LEFT LEG018" O.C.(EA.FACE) o 3-#45-11"RIGHT LEG018" O.C.(EA.FACE) o ;1 1-#5x16'-3"BELOW OPNG(EA.FACE) �j o 5-#4x16'-3"018" O.C.(EA.FACE) of 0 1-#6x16'-3"ABOVE OPNG(EA.FACE) 5\ ,x4'- 0"(EA. FACE) ;8 PLACES) 5-#4x2'-8"LEFT LEG018" O.C.(EA.FACE) o F 5-#4x2'-8"RIGHT LEG018" O.C.(EA.FACE) It 11 5 T 11 5/8" 6'01 8$-8n , ip (J - 2-#4x4'-10"LEFT LEG09 1/2" O.C.(EA.FACE) 2-#4x4'-10"RIGHT LEG09 1/2" O.C.(EA.FACE) 1-#5x4'-10"LEFT LEG(EA.FACE) 1-#5x4'-10"RIGHT LEG(EA.FACE) '-5 5/8 2'_3" 2'_g" 2'_3„ �---5 5/8 q � 3" 1'-0" 1'-0" 1'-0" 1'-0" 3" 5 8- 4 30'-5"04 1 4" 0..(E .FREA.FACE) -� J 3-# x2 - A 0 2 2-#4x1'-2"BELOW OPNG014" O.C.(EA.FACE) 3-#4x8'-7"ABOVE OPNG016" O.C.(EA.FACE) 3-#4x8'-2"BETWEEN OPNG016" O.C,(EA.FACE REBAR CUT LIST 3-#4x21'-6"ABOVE OPNG013 1/2" O.C.(EA.FACE) STRAIGHT BARS 5 V3 #4 x 31 -0 2-#4x1 -2 BELOW OP G 8 #4 x 1'-2" x - 5 9- 4x31 -0 03 3/4" O.C.(EA.FACE 20 #4 x 2'-8" 4 #5 x 4'-10" 8 #4 x 4'-10" 4 #5 x 16'-3" 12#4 x 5'-11" 2 #6 x 16'-3" REFER TO DETAIL 2/131.01 6 #4 x 8'-2" 1. PROVIDE 1 1/2" CHAIRS AT 6 #4 x 8'-7" #4 WALL TIES BOTTOM FACE VERTICAL REINF. 24 #4 x 16'-3" 6 #4 x 3'-6" W/8" HOOK ONE END 2. PROVIDE 7 1/4" CHAIRS AT 6 #4 x 21'-2" TOP FACE HORIZONTAL REINF. , n � 5 164 x 3 0'-5" W ri Tl r' rl 12-#4x24'-11"018" O.C.(EA.FACE) 1-#6x24'-11 "(EA.FACE) REBAR CUT LIST STRAIGHT BARS 6 #4 x 7'-0" 12 #4 x 10'-3" 6 #4 x 17'-6" 3��22 #4 x 29 -0 ( 4 x 8#5 x 4-0 4 #5 x 24'-11" 2 #6 x 24'-11" 00 I °P50 a FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: TL to BR 38'-4 7/8" [13L WYTHE WYTHE DEPTH 1 1 WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE D 91/4" 3/4" 83.9 K to 1'R 39'-2 3/8" 4,000 PSI 20.7 CY 772-977-1 Q ,1-#4x11'-10"RIGHT LEG(EA.FACE) TYP. 5 1- 5x1T-7"BELOW OPNG(EA.FACE) o " 0 1-#5x4'-0"(EA.FACE) 1-# x1 - 'A 0 P G A. AC \ " TYP.(16 PLACES) M 4-#4x2'-8"LEFT LEG018" O.C.(EA.FACE) 0 = 4-#4x3'-8"CENTER LEG018" O.C.(EA.FACE)' 1- r _ w co 4-#4x2'-8"RIGHT LEG018" O.C.(EA.FACE) J 1-#5x17'-7"BELOW OPNG(EA.FACE) 3-#4x17'-7"015" O.C.(EA.FACE) � `D -7.5/8" 1'-7 5/8" Fl" (7) IE 03'-8" 22' 0" LAI M 2'-6" J;j 3" 1'-0" L 1'-0" 1'-0" L 1 11' Af 5'-1 1/2" 4'-5 1/8" 2'-8" 10'-0 5/8" 3" -J 1'-0" J 1'_D" J 5 4x29'-0"015 3 8" O.C. EA.FACE) I A 5 6 �4 x29'-0"010 5- /8"- O.C. EA..FACE) �E PANEL EDGE 3-#4x7'-0"ABOVE OPNG016" O.C.(EA.FACE) 3-#4x17'-6"BELOW OPNG01 " #4 WALL TIES 5 10-#4x29'-7' 013 3 ar 7 #4 x 3'-6" W/8" HOOK ONE END I P (4 PLACES) FACE) 3" D PANEL EDGE REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. N M 1-#4x17'-7"(EA.FACE) t3-� 17-7"018" O.C.(EA.FACE) E o 5 0 1-#5x17'-7 "ABOVE OPNG(EA.FACE) 1-#4x3'-11"LEFT LEG(EA.FACE) „ L-- 1-#4x11 -10 RIGHT LEG(EA.FACE) � F N! 1- 5x17'-7"BELOW OPNG(EA.FACE) o 5 7- 4x17-7"018" O.C.(EA.FACE) °P50 a FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: TL to BR 38'-4 7/8" [13L WYTHE WYTHE DEPTH 1 1 WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 91/4" 3/4" 83.9 K to 1'R 39'-2 3/8" 4,000 PSI 20.7 CY 772-977-1 N M 1-#4x17'-7"(EA.FACE) t3-� 17-7"018" O.C.(EA.FACE) E o 5 0 1-#5x17'-7 "ABOVE OPNG(EA.FACE) 1-#4x3'-11"LEFT LEG(EA.FACE) „ L-- 1-#4x11 -10 RIGHT LEG(EA.FACE) � F N! 1- 5x17'-7"BELOW OPNG(EA.FACE) o 5 7- 4x17-7"018" O.C.(EA.FACE) �1-�,45x17'-�7rAEB oOVE OPNG(EA.FACE) I ' �1-#4x3'-11"LEFT LEG(EA.FACE) ,1-#4x11'-10"RIGHT LEG(EA.FACE) 5 1- 5x1T-7"BELOW OPNG(EA.FACE) o 1-#5x4'-0"(EA.FACE) 1-# x1 - 'A 0 P G A. AC \ " TYP.(16 PLACES) M 4-#4x2'-8"LEFT LEG018" O.C.(EA.FACE) 0 = 4-#4x3'-8"CENTER LEG018" O.C.(EA.FACE)' T w 4-#4x2'-8"RIGHT LEG018" O.C.(EA.FACE) J 1-#5x17'-7"BELOW OPNG(EA.FACE) 3-#4x17'-7"015" O.C.(EA.FACE) � `D 1-#5x17'-7"(EA.FACE) ^ N M 2'-6" 3'-5" 2'-8" 3" 1'-0" L 1'-0" 1'-0" L 3" 2'-5 5/8" 1-0 2'-4 5/8- /8"5-#4x31'-2"07 5 -#4x31' -2"@73/8" O.C.(EA.FACE)J 6-#4x21'-10"ABOVE OPNG015" O.C.(EA.FACE) 3-#4x3'-6"BELOW N " 8-#4x31'-5 05 7/8" O.C.(EA.FACE) REBAR CUT LIST 3- 2 '-"A 0 P G0 6" 0.. F C STRAIGHT BARS '- " - 4x - A 0 P 0 6 0. A. AC 16 #4 x 31'-5' 5-#4x31'-9"07 1/8" O.C.(EA.FACE) 6 #4 x 3'-6" x - - 5 2 5x4-0 4 #4 x 3'_11" 14 5 7'-7° REFER TO DETAIL 2/131.01 4 #4 x 1'-10 #4 WALL TIES 28 4 x 7'-7" 5 #4 x 3'-6" W/8" HOOK ONE END 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4' CHAIRS AT 6 #4 x 22'-2' TOP FACE HORIZONTAL REINF. C�O� (Z.�) c n 4- `�-a1 0-0LQ) 0 C�Nr� C 0 � 3 � .mac c�30 >%uuE L 'acE� O�Lu E'inOc a, E -v o�'U µ-4 �m c oc�>, c.0 co a� >�� H O •CL 0�ou E>,uN C L o -c uc.a"U :cco-a Q* LL ���s 0uQ) 4-1 Q) = Q) LLO ra �aa (uOv� LL �� 00� CC0 .0 c 4-1 L0o0L � L � c3c::c 4J U R u Eu0-LA 0 ra N aj A..1 >,V)NC p ai O On= E L-:-~ u 4' u� ai .0 rC m E a� L%- CL LL N a.d .1j a°000 cu u o ajN� L'00 +'R7LN-0 c-'u'Cc 00-e0M c L l- 4J Q) o 0 0 ,Cua- a c 0 aH°;,-o OC:CO+-' a c c -� N p H CO N u C u C N 0= 3 .c V, N (a JO O Q) C L E' - a) ,+� u O oc0 J J 4-J N N1 �LO,VO �� _u; Ew ONCCra �O•0pN .N N JJ CC'p�N 00-0 0 0- a- m n. L aj 0 au.1 N mL a) •�yrU"E cLCQc rao�4- o Au •! 0-p m'aCLc: �ooc 'on my -a0 .0 c o N C V, C aJ L- Ln �a�L o -0 u�030 -�E o�0cW J �ucra Ln e- OU..0 `,4'C N-.EE0 ai�aL-a) Eua� =va)'3c0 r� on C 0 LQ" vui•3 Qo a) > L_ o � � O-0uOno u�^CEm M16 ocooc 2r3a) Q �•^ N a� ams >Lv,roOu � cn 0 �o•E�o NR7 4 -Ju ono -!n �6c 'curaav 3'v'c-p u L O L E cE on�� Q) Vt C 0 L c•C+�J E -6 a) 0 O C u On L +' � •- ' •ON {.,,1 L Ri u a o'c-0Q E ao a) c0.oa>)"� -I-J.- .4-J.( c � .ra -o -j 0 L- C >urLa� 1-#4x12'-7"SLOPED(EA.FACE) 4-#4x12'-7"®18" O.C.(EA.FACE) CO 12-#4x12'-7"®17" O.C.(EA.FACE) M 0 1- 5x12'-7"ABOVE OPNG(EA.FACE) W 0"HOOK RIGHT END " 00 6-#4x8'-0"LEFT LEG®17" O.C.(EA.FACE) 6-#4x0'-11"RIGHT LEG@17" O.C.(EA.FACE) 1-#5x8'-0"LEFT LEG(EA.FACE) 1-#5x0'-11"RIGHT LEG(EA.FACE) fl 15x4'- 0"(EA. FACE) '.(5 PLACES) 7'-9 5/8" 3" 1'-0" 1'-0" 3" 10 -#4x32' -4"@1O 3/8" O.C.(EA.FACE) J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 3-#4x24'-2"@11" O.C.(EA.FACE) 4-#4x32'-4"®3 1/8" O.C.(EA.FACE) REBAR CUT LIST STRAIGHT BARS BENT BARS REINFORCING AT THIS PANEL HAS 12 #4 x 0'-11" 2 #5 x 12'-7" W/10"HOOK ONE END BEEN REVISED IN FULL TO 12 #4 x 8'-0" ACCOMMODATE THE NEW MAN DOOR. 34 #4 x 12'-7" #4 WALL TIES 6 #4 x 24'-2" 4 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2�R1.01 28 #4 x 32'-4" 1 1. PROVIDE 1 1/2" CHAIRS AT 2 #5 x 0'-1" 10 #5 x 4'-11 BOTTOM FACE VERTICAL REINF. 2 #5 x 8'-0" 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. I M 11 6-#4x28'-9"®18" O.C.(EA.FACE) 1-#5x28'-9"ABOVE OPNG(EA.FACE) 4-#4x2'-11"LEFT LEG@18" O.C.(EA.FACE) 4-#4x2'-3"CENTER(1)®18" O.C. EA.FACE 4-#4x2'-3"CENTER(2)®18"O.C.(EA.FACE) 4-#4x2'-11"RIGHT LEG@18, O.C.(EA.FACE) 0 1-#5x28'-9"BELOW OPNG(EA.FACE) 5-#4x28'-9"@18" O.C.(EA.FACE) ed P.FACE a, WYTHE STRUCTURAL WYTHE REVEALI DEPTH PANEL I VyZlg_TIT I DIAGONALS JCONC.DESIGN 1 STRENGTH CONCRETE VOLUME I NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE rTL to BR 1 34'-8" N/A 9 1/4" 3/4" L 45.3 K j BL to TR 1 35'-2" 4,000 PSI 11.2 CY 392 SF I M 11 6-#4x28'-9"®18" O.C.(EA.FACE) 1-#5x28'-9"ABOVE OPNG(EA.FACE) 4-#4x2'-11"LEFT LEG@18" O.C.(EA.FACE) 4-#4x2'-3"CENTER(1)®18" O.C. EA.FACE 4-#4x2'-3"CENTER(2)®18"O.C.(EA.FACE) 4-#4x2'-11"RIGHT LEG@18, O.C.(EA.FACE) 0 1-#5x28'-9"BELOW OPNG(EA.FACE) 5-#4x28'-9"@18" O.C.(EA.FACE) of io a, Ff FACE WYTHE 0 1-#5x28'-9"ABOVE OPNG(EA.FACE) o DIAGONALS CONC. DESIGN STRENGTH 4-#4x2'-11 "LEFT LEG@18" O.C.EA.FACE NET PANEL AREA 4-#4x2'-3"CENTER 1®18" O.C. EA.FACE TL to BR 35'-4 5/8" 4-#4x2'-3"CENTER�2 @18" O.C. EA.FACE -d 4-#4x2'-11"RIGHT LEG018" O.C.(EA.FACE) 42.9 K .FACE 1-#5x8'-11"BELOW OPNGRYACE 4,000 PSI 1-#5x8'-11"BELOW OPNG� a 1-#4x8 -11 LEFT LEG(EA.FACE) co 1-#4x8'-11"RIGHT LEG(EA.FACE) I' 2-#4x11'-1"LEFT LEG@6 1/2" O.C.(EA.FACE) L-4=7 2- 4 11'-1"RIGHT LEGC�D6 1 " - - - M 11 6-#4x13'-2"®18" O.C.(EA.FACE) 1-#5x13'-2"ABOVE OPNG(EA.FACE) 4-#4x3'-9"LEFT LEG@18" O.C.(EA.FACE) lo 4-#4x2'-9"RIGHT LEG@18" O.C.(EA.FACE) 0 1-#5x13'-2"BELOW OPNG(EA.FACE) 0 5-#4x13'-2"018" O.C.(EA.FACE) 0 1-#5x4'-0"(EA.FACE) 1-#5x13'-2"ABOVE OPNG(EA.FACE) I TYP.(8 PLACES) 4-#4x3'-9"LEFT LEG@18" O.C.(EA.FACE) 'o 4-#4x2'-9"RIGHT LEG@18" O.C.(EA.FACE) 1-#5x13'-2"BELOW OPNG(EA.FACE) R R I11 wv -V - IV - 3-#4x13'-2"®15" O.C.(EA.FACE) �_ `b 1-#6x13'-2"(EA.FACE) N 3'-7 1/4" 4'-10" 1?' -6 5/8" 3" 1'-0" 1'-0" 3n 8-#5x32'-4"®6 1/8" O.C.(EA.FACE) J 5-#4x8'-11 "ABOVE OPNG®14 1 2" O.C.(EA.FACE) 5-#4x8'-1 "ABOVE OPNG®14 1/22" O.C.(EA.FACE) 5-#4x3 -6 BETWEEN OPNG®14 1/2" O.C.(EA.FACE) 4-#5x32'-4"@10 1/4 O.C.(EA.FACE) REBAR CUT LIST STRAIGHT BARS #4 WALL TIES 16 #4 x 2'-9" 4 #4 x 3'-6" W/8" HOOK ONE END 10 #4 x 3'-6" 16 #4 x 3'-9" 10 #4 x 8'-1" 10 #4 x 8'-11" 28 #4 x 13'-2" 16 #5 x 4'-0" 8 #5 x 13'-2" 94 ,$5 Y .TY -4n REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. 5-#4x22'-3"®18" O.C.(EA.FACE) a, Ff FACE WYTHE i 1111111 JREVEALJ DEPTH PANEL WEIGHT DIAGONALS CONC. DESIGN STRENGTH CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 35'-4 5/8" N/A 9 1/4" 3/4" 42.9 K BL to TR 35'-4 5/8" 4,000 PSI 10.6 Cy 373 SF "� � " 2-8 5/8 Owl [2'-6 5/8 �I P\\ 3" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3" 3" hil ME c° M! 0011 cV 4-#5x32'-4"®10 7/8" O.C.(EA.FACE)J TYP.(24 PLACES) HAIRPINS PROVID13K, 0 STUDS AROUND f 3-#4x8'-11"ABOVE OPNGC�11 1/2" O.C.(EA.FACE) 3-#4x8'-1"ABOVE OPNG®11 1/2" O.C.(EA.FACE) r 5-#4x8 -11 ABOVE OPNG®14 1/2"O.C.(EA.FACE) 3-#4x3'-6"BETWEEN OPNG@11 1/2" O.C.(EA.FACE) TYP. r WOW 01M. MINIM. No m l REBAR CUT LIST �� REBAR CUT LIST 7-#5x32-4 @6 1/4 O.C.(EA.FACE) 5-#4x22'-11"ABOVE OPNG®14 1/2" O.C.(EA.FACE) STRAIGHT BARS 8 #4 x 1'-2" 48 #5 x 32'-4" 8-#4x8 -11 ABOVE OPNG®15 3/4 O.C.(EA.FACE) 8 #6 x 11'-1" 8-#4x8'-1"BETWEEN OPNG®15 3/4" O.C.(EA.FACE) 11 6-#4x13'-2"®18" O.C.(EA.FACE) 1-#5x13'-2"ABOVE OPNG(EA.FACE) 4-#4x3'-9"LEFT LEG@18" O.C.(EA.FACE) lo 4-#4x2'-9"RIGHT LEG@18" O.C.(EA.FACE) 0 1-#5x13'-2"BELOW OPNG(EA.FACE) 0 5-#4x13'-2"018" O.C.(EA.FACE) 0 1-#5x4'-0"(EA.FACE) 1-#5x13'-2"ABOVE OPNG(EA.FACE) I TYP.(8 PLACES) 4-#4x3'-9"LEFT LEG@18" O.C.(EA.FACE) 'o 4-#4x2'-9"RIGHT LEG@18" O.C.(EA.FACE) 1-#5x13'-2"BELOW OPNG(EA.FACE) R R I11 wv -V - IV - 3-#4x13'-2"®15" O.C.(EA.FACE) �_ `b 1-#6x13'-2"(EA.FACE) N 3'-7 1/4" 4'-10" 1?' -6 5/8" 3" 1'-0" 1'-0" 3n 8-#5x32'-4"®6 1/8" O.C.(EA.FACE) J 5-#4x8'-11 "ABOVE OPNG®14 1 2" O.C.(EA.FACE) 5-#4x8'-1 "ABOVE OPNG®14 1/22" O.C.(EA.FACE) 5-#4x3 -6 BETWEEN OPNG®14 1/2" O.C.(EA.FACE) 4-#5x32'-4"@10 1/4 O.C.(EA.FACE) REBAR CUT LIST STRAIGHT BARS #4 WALL TIES 16 #4 x 2'-9" 4 #4 x 3'-6" W/8" HOOK ONE END 10 #4 x 3'-6" 16 #4 x 3'-9" 10 #4 x 8'-1" 10 #4 x 8'-11" 28 #4 x 13'-2" 16 #5 x 4'-0" 8 #5 x 13'-2" 94 ,$5 Y .TY -4n REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. CD 7-#4x22'-3"015 7/8" O.C.(EA.FACE) 1-#5x22'-3"ABOVE OPNG(EA.FACE) 4-#4x2'-11"LEFT LEG@18" O.C.(EA.FACE) , 4-#4x12'-9"RIGHT LEG@18" O.C.(EA.FACE) -� O I ! 1-#5x22'-3"BELOW OPNG(EA.FACE) j 5-#4x22'-3"®18" O.C.(EA.FACE) a, Ff FACE WYTHE STRUCTURAL WYTHE JREVEALJ DEPTH PANEL WEIGHT DIAGONALS CONC. DESIGN STRENGTH CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 35'-4 5/8" N/A 9 1/4" 3/4" 42.9 K BL to TR 35'-4 5/8" 4,000 PSI 10.6 Cy 373 SF CD 7-#4x22'-3"015 7/8" O.C.(EA.FACE) 1-#5x22'-3"ABOVE OPNG(EA.FACE) 4-#4x2'-11"LEFT LEG@18" O.C.(EA.FACE) , 4-#4x12'-9"RIGHT LEG@18" O.C.(EA.FACE) -� O I ! 1-#5x22'-3"BELOW OPNG(EA.FACE) j W-0"(EA.FACE) 16 PLACES) It A 2-#6x11-1„LEFT 5-#4x22'-3"®18" O.C.(EA.FACE) 0 FACE WYTHE STRUCTURAL WYTHE 0 --- 1-#5x22'-3"ABOVE OPNG(EA.FACE) 1-#5x22 -3 (EA.FACE) I CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 39'-9 1/8" rn 4-#4x2'-11"LEFT LEG@18" O.C.(EA.FACE) �2'-8 5/8` '-11" '-1" 4-#4x3'-4"CENTER LEG@18" O.C.(EA.FACE) '-2" a 4-#4x2'-9"RIGHT LEG@18" O.C.(EA.FACE) "� � " 2-8 5/8 r n 4 -10 3'-2- 4'-1 0 [2'-6 5/8 1-#5x22'-3"BELOW OPNG(EA.FACE) P\\ 3" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3" 3" 1 "-0" 1'-0" 1'-0" 3-#4x22'-3"@15" O.C.(EA.FACE) c° 5-#5x32'-4"08 1/8" O.C.(EA.FACE) J I 7 cV W-0"(EA.FACE) 16 PLACES) It A 2-#6x11-1„LEFT /2 O.C.(EA.FACE) LEG®3""O.C.(EA.FACE) � P 5 6 FACE WYTHE STRUCTURAL WYTHE REVEAL DEPTH --- DIAGONALS 1-#5x22 -3 (EA.FACE) I CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 39'-9 1/8" N/A -#6x11 -1 RIGHT LEG®3 O.C.(EA.FACE).- �2'-8 5/8` '-11" '-1" '-2" 6'-10" '-2" '-1" '-11" [2'-85/8' � "� � " 2-8 5/8 r n 4 -10 3'-2- 4'-1 0 [2'-6 5/8 i2 P\\ 3" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3" 3" 1 "-0" 1'-0" 1'-0" 4-/ 5-#5x32'-4"08 1/8" O.C.(EA.FACE) J I 7 4-#5x32'-4"®10 7/8" O.C.(EA.FACE)J 3-#4x8'-11"ABOVE OPNGC�11 1/2" O.C.(EA.FACE) 3-#4x8'-1"ABOVE OPNG®11 1/2" O.C.(EA.FACE) 5-#4x8 -11 ABOVE OPNG®14 1/2"O.C.(EA.FACE) 3-#4x3'-6"BETWEEN OPNG@11 1/2" O.C.(EA.FACE) TYP. r rr 5-#4x8'-1"ABOVE OPNG®14 1/2" O.C.(EA.FACE) 5- #4x3'-6 "BETWEEN OPNG®14 1/2" O.C.�EA.FACE) REBAR CUT LIST 7-#5x32'-4"®4 1/8" O.C.(EA.FACE " 2-#4x1'-2"BELOW OPNG®14" O.C.�EA.FACE) REBAR CUT LIST 7-#5x32-4 @6 1/4 O.C.(EA.FACE) 5-#4x22'-11"ABOVE OPNG®14 1/2" O.C.(EA.FACE) STRAIGHT BARS 8 #4 x 1'-2" 48 #5 x 32'-4" 8-#4x8 -11 ABOVE OPNG®15 3/4 O.C.(EA.FACE) 8 #6 x 11'-1" 8-#4x8'-1"BETWEEN OPNG®15 3/4" O.C.(EA.FACE) STRAIGHT BARS 8 #4 x 2'-9" 10 #4 x 22'-11" 5-#4x3'-6"BELOW OPNG®14 1/2" O.C.(EA.FACE) 32 #5 x 4'-0" 4-#5x32'-4"@10 32 #4 x 2'-3" 32 #4 x 2'-11" 2-#4x1'-2"BELOW OPNG®14" O.CA.FACE) BENT BARS 'A " 16 #4 x 2'-11" 1/4" 10 #5 x 22'-3" O.C.(EA.FACE) 12 #4 x 3 -6 " �� 7-#5x32'-4"@4 O.C.(EA.FACE) 4 #4 x 20 x 3P -O" HAIRPIN 3-#4x8 -11 ABOVE OPNG®11 1/2 O.C.(EA.FACE) 8 #4 x 3'-4" 20 #4 x 3'-6" 30 #5 x 32'-4" 28 #4 x 8'-1" 32 #4 x 8'-11" -11 36" 3 -#4x8' -,"ABOVE OPNG®11 1/2" O.C.(EA.FACE) 20" 3-#4x3-6, n n BETWEEN OPNG®11 1/2 O.C.(EA.FACE) 10 #4 x 8'-1" 10 #4 x 8'-11" REFER TO DETAIL 2/R1.01 #4 WALL TIES 6 #4 x 3'-6" W/8" HOOK ONE END 1. PROVIDE 1 1/2n CHAIRS AT 8 #4 x 11'-1" 22 #4 x 28'-9" REFER TO DETAIL 2/R1.O1 5-#5x32'-4"@8 1/8" O.C.(EA.FACE) 8 #4 x 12'-9" BOTTOM FACE VERTICAL REINF. „ 48 #5 x 4'-0" #4 WALL TIES 1. PROVIDE 1 1/2" CHAIRS AT 8 #4 x 3'-6" W/8" HOOK ONE END BOTTOM FACE VERTICAL REINF. 30 #4 x 22'-3" 2. PROVIDE 7 1/4 CHAIRS AT TOP FACE HORIZONTAL REINF: 4 #5 x 8'-11" 6 #5 x 28'-9" 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. w z O ¢ z IP57 w w z O 1p ri Q M 7-#4x22'-3"®15 7/8" O.C.(EA.FACE) 1-#5x22'-3"ABOVE OPNG(EA.FACE) 4-#4x12'-9MLEFT LEG@18" O.C.(EA.FACE) 'o 4-#4x2 -11 RIGHT LEG@18"O.C.(EA.FACE) - 0 I 1-#5x22'-3"BELOW OPNG(EA.FACE) 0 5-#4x22'-3"®18" O.C.(EA.FACE) O I 1-#5x22'-3"ABOVE OPNG(EA.FACE) " 4-#4x2'-9"LEFT LEG@18" O.C.(EA.FACE) 4-#4x3'-4"CENTER LEG@18" O.C.(EA.FACE) 4-#4x2'-11"RIGHT LEG@18" O.C.(EA.FACE) 1-#5x22'-3"BELOW OPNG(EA.FACE) " 3-#4x22'-3"®15" O.C.(EA.FACE) 1-#5x22'-3"(EA.FACE) ^ N 1-#5x4'-0"(EA.FACE) TYP.(16 PLACES) c w F 2'-6 5/8"11 4'-10" 3'-2" 4'-10" 1.1?' -8 5/8-11 r Ono, 3" 1'-0" 1'-0" 1'-0" ,'-0" 3" r` 4-#5x32'-4"@10 1/4" O.C.(EA.FACE)J 5-#4x22 -11 ABOVE OPNG®14 1/2 O.C,(EA.FACE)J 5-#4x3'-6"BELOW OPNG®14 1/2" O.C.(EA.FACE) 7-#5x32'-4"@6 1/4" O.C.(EA.FACE) 5-#4x8'-11"ABOVE OPNG®14 1 2" O.C.(EA.FACE) REBAR CUT LIST 5-#4x8'-1°ABOVE OPNG®14 1/22" O.C.(EA.FACE) STRAIGHT BARS 10 #4 x 22'-11" 5-#4x3 -6 BETWEEN OPNG®14 1/2" O.C.(EA.FACE) 8 #4 x 2'-9" 32 #5 x 4'-0" 4-#5x32'-4"®10 7/8" O.C.(EA.FACE) 16 #4 x 2'-11" 10 #5 x 22'-3" 8 #4 x 3'-4" 30 #5 x 32'-4" 20 #4 x 3'-6" REFER TO DETAIL 2/R1.01 10 #4 x 8'-1" #4 WALL TIES 1. PROVIDE 1 1/2" CHAIRS AT 10 #4 x 8'-11" 6 #4 x 3'-6" W/8" HOOK ONE END BOTTOM FACE VERTICAL REINF. 30 #4 x 4 x 22'-3 2. PROVIDE 7 1/4" CHAIRS AT # n TOP FACE HORIZONTAL REINF. a P 5 6 FACE WYTHE STRUCTURAL WYTHE REVEAL DEPTH PANEI, WEIGHT DIAGONALS CONC. DESIGN STRENGTH CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 39'-9 1/8" N/A 9 1/4" 3/4" 73.3 K BL to TR 39'-9 1/8" 4,000 PSI 18.1 CY 637 SF 4-7 �T P\\ 4-/ NX 7 TYP. r rr 1-#5x4'-0"(EA.FACE) TYP.(16 PLACES) c w F 2'-6 5/8"11 4'-10" 3'-2" 4'-10" 1.1?' -8 5/8-11 r Ono, 3" 1'-0" 1'-0" 1'-0" ,'-0" 3" r` 4-#5x32'-4"@10 1/4" O.C.(EA.FACE)J 5-#4x22 -11 ABOVE OPNG®14 1/2 O.C,(EA.FACE)J 5-#4x3'-6"BELOW OPNG®14 1/2" O.C.(EA.FACE) 7-#5x32'-4"@6 1/4" O.C.(EA.FACE) 5-#4x8'-11"ABOVE OPNG®14 1 2" O.C.(EA.FACE) REBAR CUT LIST 5-#4x8'-1°ABOVE OPNG®14 1/22" O.C.(EA.FACE) STRAIGHT BARS 10 #4 x 22'-11" 5-#4x3 -6 BETWEEN OPNG®14 1/2" O.C.(EA.FACE) 8 #4 x 2'-9" 32 #5 x 4'-0" 4-#5x32'-4"®10 7/8" O.C.(EA.FACE) 16 #4 x 2'-11" 10 #5 x 22'-3" 8 #4 x 3'-4" 30 #5 x 32'-4" 20 #4 x 3'-6" REFER TO DETAIL 2/R1.01 10 #4 x 8'-1" #4 WALL TIES 1. PROVIDE 1 1/2" CHAIRS AT 10 #4 x 8'-11" 6 #4 x 3'-6" W/8" HOOK ONE END BOTTOM FACE VERTICAL REINF. 30 #4 x 4 x 22'-3 2. PROVIDE 7 1/4" CHAIRS AT # n TOP FACE HORIZONTAL REINF. M 6-#4x16'-6"®18" O.C.(EA.FACE) i� 1-#5x16'-6"ABOVE OPNG(EA.FACE) 4-#4x2'-9"LEFT LEG@18" O.C.(EA.FACE) 4-#4x7'-2"RIGHT LEG@18" O.C.(EA.FACE) O 1-#5x16'-6"BELOW OPNG(EA.FACE) j 5-#4x16'-6"®18" O.C.(EA.FACE) io O 1-#5x4'-0"(EA.FACE) TYP.(8 PLACES) 1-#5x16'-6"ABOVE OPNG(EA.FACE) 4-#4x2'-9"LEFT LEG@18" O.C.(EA.FACE) cD Tom' w 4-#4x7'-2"RIGHT LEG@18" O.C.(EA.FACE) J 1-#5x16'-6"BELOW OPNG(EA.FACE) "CIS 3-#4x16'-6"®15" O.C.(EA.FACE) 1-#6x16'-6"(EA.FACE) ^ N 2'-6 5/8-11 4'-10" 6'-11 5/8" 3" 1'-0" 1' -On 3rr 4-#5x32'4"010 1/4" O.C.(EA.FACE)J 5-#4x8-11 ABOVE OPNG®14 1/2 O.C.(EA.FACE) 5-#4x8'-1 "BETWEEN OPNG@14 1/2" O.C.(EA.FACE) 5-#4x3'-6"BELOW OPNG@114 1/2" O.C.(EA.FACE) REBAR CUT LIST 9-#5x32'-4"@10 1/2" O.C.(EA.FACE) STRAIGHT BARS #4 WALL TIES 16 #4 x 2'-9" 5 #4 x 3'-6" W/8" HOOK ONE END 10 #4 x 3'-6" 16 #4 x 7'-2" 10 #4 x 8'-1" REFER TO DETAIL 2/R1.01 10 #4 x 8'-11" 1. PROVIDE 1 1/2" CHAIRS AT 28 #4 x 16'-6" BOTTOM FACE VERTICAL REINF. 16 #5 x 4'-0" 2. PROVIDE 7 1/4' CHAIRS AT 8 #5 x 16'-6" TOP FACE HORIZONTAL REINF. 26#5 x 32'-4" 2 #6 x 16'-6" r ... . a P 5 6 FACE WYTHE STRUCTURAL WYTHE REVEAL DEPTH PANEI, WEIGHT DIAGONALS CONC. DESIGN STRENGTH CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 39'-9 1/8" N/A 9 1/4" 3/4" 73.3 K BL to TR 39'-9 1/8" 4,000 PSI 18.1 CY 637 SF M 6-#4x16'-6"®18" O.C.(EA.FACE) i� 1-#5x16'-6"ABOVE OPNG(EA.FACE) 4-#4x2'-9"LEFT LEG@18" O.C.(EA.FACE) 4-#4x7'-2"RIGHT LEG@18" O.C.(EA.FACE) O 1-#5x16'-6"BELOW OPNG(EA.FACE) j 5-#4x16'-6"®18" O.C.(EA.FACE) io O 1-#5x4'-0"(EA.FACE) TYP.(8 PLACES) 1-#5x16'-6"ABOVE OPNG(EA.FACE) 4-#4x2'-9"LEFT LEG@18" O.C.(EA.FACE) cD Tom' w 4-#4x7'-2"RIGHT LEG@18" O.C.(EA.FACE) J 1-#5x16'-6"BELOW OPNG(EA.FACE) "CIS 3-#4x16'-6"®15" O.C.(EA.FACE) 1-#6x16'-6"(EA.FACE) ^ N 2'-6 5/8-11 4'-10" 6'-11 5/8" 3" 1'-0" 1' -On 3rr 4-#5x32'4"010 1/4" O.C.(EA.FACE)J 5-#4x8-11 ABOVE OPNG®14 1/2 O.C.(EA.FACE) 5-#4x8'-1 "BETWEEN OPNG@14 1/2" O.C.(EA.FACE) 5-#4x3'-6"BELOW OPNG@114 1/2" O.C.(EA.FACE) REBAR CUT LIST 9-#5x32'-4"@10 1/2" O.C.(EA.FACE) STRAIGHT BARS #4 WALL TIES 16 #4 x 2'-9" 5 #4 x 3'-6" W/8" HOOK ONE END 10 #4 x 3'-6" 16 #4 x 7'-2" 10 #4 x 8'-1" REFER TO DETAIL 2/R1.01 10 #4 x 8'-11" 1. PROVIDE 1 1/2" CHAIRS AT 28 #4 x 16'-6" BOTTOM FACE VERTICAL REINF. 16 #5 x 4'-0" 2. PROVIDE 7 1/4' CHAIRS AT 8 #5 x 16'-6" TOP FACE HORIZONTAL REINF. 26#5 x 32'-4" 2 #6 x 16'-6" r ... . CL O 4.+ ra.a)cN - 0-0 on on � c:LA C O c 3 c rQ N OV O E L E� E'N0c E E�; aj 4-- r4-- A� C o��>, �.0 co i1 ` cn '0 •a4J c'O0u E>,uaJ C ".- ra o .0 U O L '0 �con -0 L4Co M u N N ra 0uvH 4-J UU �-�0m L- a) ,j0� ra on,,., a-' �Co .0 c ra L m L L c30:c E 4-J .0 .0 -0 -v coa,+ ��a)NLn in ons E r -La COP ~ u c ra 0 C C L L N'4 -J ,,,A Q0O4ONO O V U 'o0 N L .� �U 0� a) c Q) -0 00. o0 m s c000�v 0,r�r CL c c �rna;�0 oCco+-j c - c�a v o N 0 (1) O U O O N 0 � 3 .0 �'i► .Nrt04-'0 O c c 4-JE'>,4-' u o =000c0 �o > LnN (/j O O O V E 4Q- -- "`�-;�ra a) cora -0 .- 0 N•NOn +J J C c'p(zcn 00-0L=3 c- C- (b=3 o- �'cua�N rusv - vNC,LE cL=Qc (aO-4..� >.V•r- O.0 i L c : a)c0N� >0Vr•on uuo.F _c -GCVO � =3 L V) O -0N u ra O C 0 L L E p O 0 C: �_ V LUcra y � O O C O'�' 'in 'bJ1 pV-r-'C '14 E0 Cu L- Q) Ec�°Ja� =v a) r- 0 N� N�ia N L CT a. a) >0�0 0-0 V Ono U N : C M a, ra 0.a Y J 00 u 0 aL�iO3Nv � o- ia i N H� N E•c+.� L >, L; on 0 LA curt20-V 3'0'C -m U ruCvLE cE4J E 0�o � c •C j cEmEaj0 o:00cu CA on cwo'�a�' _OL4-1 cn y +� L ra U N E'C�Q Eos -a, 4- rn 0,.&j c0.o0v Q):C .c c *M:6 +-Jra O >uu ate' 11 12-#4x19'-7"®18" O.C.(EA.FACE) 2-#6x19'-7"ABOVE OPNG®3" O.C.(EA.FACE) i 10-#4x3'-2„LEFT LEG018"O.C.(EA.FACE) cD 10-#4x2 -2 RIGHT LEG®18"O.C.(EA.FACE) M 1-#5x3'-2"LEFT LEG(EA.FACE) 1-#5x2 -2 RIGHT LEG(EA.FACE) 12-#4x24'-2"®18" O.C.(EA.FACE) ro 2-#6x24'-2"ABOVE OPNG®3" O.C.(EA.FACE) o 5 " 4-#4x7'-8"RIGHT LEG®18" O.C.(EA.FACE) cn 5x4 -0 (EA.FACE) d .(2 PLACES) 1-#5x7'-8"ABOVE OPNG(EA.FACE) a 12' -Il 5/8" 12'-6" r` 3" L 11-0" 11-0„ q 4L3" " 8-#5x32'-4"®5 1/8" O.C.�EA.FACE)J 1'-11 5/8 10-#4x17'-5 ABOVE OPNG®16 5/8" O.C.(EA.FACE)J REBAR CUT LIST 7-#5x32'-4"®4" O.C.(EA.FACE) STRAIGHT BARS #4 WALL TIES 20 #4 x 2'-2" 4 #4 x 3'-6" W/8" HOOK ONE END 20 #4 x S-2" 20 #4 x 17'-5" 1 " 24 #4 x 19 -7 72-)61 REFER TO DETAIL 2/31.01 2 #5 x 2'-2" 2 #5 x 3'-2" 1. PROVIDE 1 1/2" CHAIRS AT 4 #5 x 4'-0" PANEL DIAGONALS BOTTOM FACE VERTICAL REINF. 30 #5 x 32'-4" NET PANEL 2. PROVIDE 7 1/4" CHAIRS AT 4 #6 x 19'-7" DEPTH TYP. (5)TIES®3'-9"=15'-0" TOP FACE HORIZONTAL REINF. STRENGTH VOLUME AREA a°P60 N/A 9 1/4" 3/4" 1 11-6' LA " 11 ,-4' " • 18.9 CY FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT 1 TL to BR 38'-3 5/8" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 9 1/4" 3/4" 51.3 K BL to TR 1 38'-3 5/8" 4,000 PSI 12.7 CY 446 SF (UP) FACE 4-#4x14'-3"®14" O.C.(EA.FACE) `D M 1-#5x14'-3"ABOVE OPNG(EA.FACE) ra CV O 4-#4x5'-2"LEFT LEG®16" O.C.(EA.FACE) = o 4-#4x3'-7"RIGHT LEG016" O.C.(EA.FACE) 1-#5x14'-3"BELOW OPNG(EA.FACE) 1-#4x14'-3"(EA.FACE) ' Rd - 8 -#4x14'-3"®16" O.C.(EA.FACE) a, 1- 6x14'-3"ABOVE OPNG(EA.FACE) /2"HOOK RIGHT END I 8-#4x3'-3"LEFT LEG®16"O.C.(EA.FACE) 8-#4x1 -8 RIGHT LEG®16"O.C.(EA.FACE) a, 1- 5x14'-3"BELOW OPNG(EA.FACE) W/0"HOOK RIGHT END a e 3-#4x14'-3"®16" O.C.(EA.FACE) O) CV 1-16x14'-3"(EA FACE) 10-#4x2'-2"LEFT LEG@18" O.C.(EA.FACE) 6-#4x2'-2"CENTER LEG®18" O.C.(EA.FACE) cO 6-#4x1'-10"RIGHT LEG®18" O.C.(EA.FACE) " 1-#5x24'-2"BELOW OPNG(EA.FACE) 3-#4x24'-2"018" O.C.(EA.FACE) 6i 1 - #6x24'- 2"(EA. FACE) LO REBAR CUT LIST STRAIGHT BARS 12 #4 x 1'-10" 32 #4 x 2'-2" 26 #4 x 3'-10" 8 #4 x 7'-8" 20 #4 x 17'-5" 6 #4 x 23'-3" 30 #4 x 24'-2" 1-#5x4'-0"(EA.FACE) TYP.(8 PLACES) V) W r` i a 12'-6n 3" 1'-0" 1'-0" 1'-0" 1'-0" 3" Ll --ll 5/8- 8-#5x36'-4"@3 3/8" O.C.(EA.FACE) J 10-#4x17'-5"ABOVE OPNG016 5/8" O.C. EA.FACE J 10-#4x3'-10"BELOW OPNG®16 5/8" O.C.�EA.FACE� 16 #5 x 4'-0" 9-#5x36'-4"®3" O.C.(EA.FACE) 2 #5 x 7'-8" 3-#4x23'-3"ABOVE OPNG®11" O.C.EA.FACE 2 #5 x 24'-2" 3-#4x3'-10"BELOW OPNG®11" O.C.EA.FACE) 40 #5 x 36'-4" 3-#5x36'-4"®10" O.C.(EA.FACE) 6 #6 x 24'-2" REFER TO DETAIL 2/31.01 #4 WALL TIES 1. PROVIDE 1 1/2" CHAIRS AT 6 #4 x 3'-6" W/8" HOOK ONE END BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT 3 #4 x 3'-6" W/16" HOOK ONE END TOP FACE HORIZONTAL REINF. 72-)61 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN 5 5 1'-6' NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH TYP. (5)TIES®3'-9"=15'-0" TL to BR 44'-1 3/8" STRENGTH VOLUME AREA 144 N/A 9 1/4" 3/4" 1 11-6' LA " 11 ,-4' " • 18.9 CY 665 SF 7 1-#5x4'-0"(EA.FACE) TYP.(8 PLACES) V) W r` i a 12'-6n 3" 1'-0" 1'-0" 1'-0" 1'-0" 3" Ll --ll 5/8- 8-#5x36'-4"@3 3/8" O.C.(EA.FACE) J 10-#4x17'-5"ABOVE OPNG016 5/8" O.C. EA.FACE J 10-#4x3'-10"BELOW OPNG®16 5/8" O.C.�EA.FACE� 16 #5 x 4'-0" 9-#5x36'-4"®3" O.C.(EA.FACE) 2 #5 x 7'-8" 3-#4x23'-3"ABOVE OPNG®11" O.C.EA.FACE 2 #5 x 24'-2" 3-#4x3'-10"BELOW OPNG®11" O.C.EA.FACE) 40 #5 x 36'-4" 3-#5x36'-4"®10" O.C.(EA.FACE) 6 #6 x 24'-2" REFER TO DETAIL 2/31.01 #4 WALL TIES 1. PROVIDE 1 1/2" CHAIRS AT 6 #4 x 3'-6" W/8" HOOK ONE END BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT 3 #4 x 3'-6" W/16" HOOK ONE END TOP FACE HORIZONTAL REINF. 11 4-#4x24'-7"®14" O.C.(EA.FACE) 1-#5x24'-7"ABOVE OPNG(EA.FACE) o, 4-#4x9'-7„LEFT LEG®16"O.C.(EA.FACE) o 4-#4x9 -7 RIGHT LEG®16"O.C.(EA.FACE) d a ' 1-#5x24'-7"BELOW OPNG(EA.FACE) �= 8-#4x24'-7"®16" O.C.(EA.FACE) 1-#5x4'-0"(EA.FACE) :+ TYP.(8 PLACES) 2-#6 HOOK "EABOVE ACH END NG®3" O.C.(EA.FACE) 1-#4x17'-9 3/8"(EA.FACE) 25-#4x17'-9"®18" O.C.(EA.FACE) i �n r7 1-#5x17'-9"(EA.FACE) REBAR CUT LIST STRAIGHT BARS 52 #4 x 17'-9" 34 #4 x 37'-1" 2 #5 x 17'-9" a 4-#4x24'-7"®14" O.C.(EA.FACE) i� SIC- 1-#5x24'-7"ABOVE OPNG(EA.FACE) a N � 4-#4x9'-7"LEFT LEG®16"O.C.(EA.FACE) o 4-#4x9 -7 RIGHT LEG®16"O.C.(EA.FACE) d 1-#5x24'-7"BELOW OPNG(EA.FACE) 8-#4x24'-7"®16" O.C.(EA.FACE) i oil YP (8 P ACES) FACE) 2-#6x24'-7"ABOVE OPNG®3" O.C.(EA.FACE) W/12"HOOK EACH END 17'-7 1/4' 3" 3" 17-#4x37'-1"®13 1/4" O.C.(EA.FACE} BENT BARS 2 #4 x 17" x 3'-0" HAIRPIN 3611 17"� #4 WALL TIES 5 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. 72-)61 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH g76.K TL to BR 44'-1 3/8" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" 3/4" 1 77.6 K BL to TR 44'-1 3/8" 4,000 PSI 18.9 CY 665 SF 7 11 4-#4x24'-7"®14" O.C.(EA.FACE) 1-#5x24'-7"ABOVE OPNG(EA.FACE) o, 4-#4x9'-7„LEFT LEG®16"O.C.(EA.FACE) o 4-#4x9 -7 RIGHT LEG®16"O.C.(EA.FACE) d a ' 1-#5x24'-7"BELOW OPNG(EA.FACE) �= 8-#4x24'-7"®16" O.C.(EA.FACE) 1-#5x4'-0"(EA.FACE) :+ TYP.(8 PLACES) 2-#6 HOOK "EABOVE ACH END NG®3" O.C.(EA.FACE) 1-#4x17'-9 3/8"(EA.FACE) 25-#4x17'-9"®18" O.C.(EA.FACE) i �n r7 1-#5x17'-9"(EA.FACE) REBAR CUT LIST STRAIGHT BARS 52 #4 x 17'-9" 34 #4 x 37'-1" 2 #5 x 17'-9" a 4-#4x24'-7"®14" O.C.(EA.FACE) i� SIC- 1-#5x24'-7"ABOVE OPNG(EA.FACE) a N � 4-#4x9'-7"LEFT LEG®16"O.C.(EA.FACE) o 4-#4x9 -7 RIGHT LEG®16"O.C.(EA.FACE) d 1-#5x24'-7"BELOW OPNG(EA.FACE) 8-#4x24'-7"®16" O.C.(EA.FACE) i oil YP (8 P ACES) FACE) 2-#6x24'-7"ABOVE OPNG®3" O.C.(EA.FACE) W/12"HOOK EACH END 17'-7 1/4' 3" 3" 17-#4x37'-1"®13 1/4" O.C.(EA.FACE} BENT BARS 2 #4 x 17" x 3'-0" HAIRPIN 3611 17"� #4 WALL TIES 5 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. W (n 8-#4x1'-8"LEFT LEGC�16" O.C.(EA.FACE) w w Q 8-#4x1'-8"RIGHT LEG®16" O.C.(EA.FACE) 8-#4x1-8„LEFT LEG®16""O.C.(EA.FACE) d F a, 8-#4x1 -8 RIGHT LEG®16 O.C.(EA.FACE) 3 5 5f8"-5 /8" 5 8" • ' (7)T1ES®3'-8"=22'-0" • ' ' (7)TIES®3'-8"=22'-0" • • a 1-#5x24-7'"BELOW OPNG(EA.FACE) 1- 5x24'-7"BELOW OPNG(EA.FACE) W0"HOOK EACH END NW 0"HOOK EACH END : acli 3-#4x24'-7"@16" O.C.(EA.FACE) a, i N 3-#4x24'-7"®16" O.C.(EA.FACE) 00 2-#5x24'-7"®3" O.C.(EA.FACE) 2-#5x24'-7"®3" O.C.(EA.FACE) N F1 E*EE�4 a 4 3'-1 1/4" '-6" 4'-6" '-6" �' 6'-0" '-6" 4'-6" '-6" 6'-0" I 11 1_ " " " �'-6"[ 1_"6 0 6 4 66'-0- 3" 0I l 3" 1'-0" 1'_0" 3" " l-01, 1 " " " " " „ J I 1'-5 5/8" 3 1'-5 5/8" 1�-5 5/8" 3 4-#5x37'-2"®12 3/8" O.C.(EA.FACE J 3 1'-5 5/8" 1-5 5/8" 3 1-#4x22'-3"ABOVE OPNG�EA.FACE) 7-#5x37'-2"®2 7/8" O.C.(EA.FACE)J 7-#5x37'-2"@27 J 4-#4x4' - 7"ABOVE OPNG@18" O.C.(EA.FACE) 5-#4x22 -3 ABOVE OPNG®18" 0.C.(EA.FACE) J - /8 O.C.(EA.FACE), J 5 #4x22 -3 ABOVE OPNG®18 O.C.(EA.FACE) REBAR CUT LIST 4-#4x12 -1 BETWEEN OPNG®18 O.C.(EA.FACE) REBAR CUT LIST 4-#4x4'-7"ABOVE OPNG®18" O.C.(EA.FACE) REBAR CUT LIST " 4-#4x4' � 7"ABOVE OPNG®18° O.C.(EA.FACE) STRAIGHT BARS 16 #5 x 4'-0" 6-#4x3'-10"BELOW OPNG®18" O.C.(EA.FACE) STRAIGHT BARS 30 4 x 24'-7" 4- 4x12'-1"BETWEEN OPNG®18" O.C.(EA.FACE) "' �, # # ( ) STRAIGHT BARS 30 #4 x 24-7" 4-#4x12-1 BETWEEN OPNG®18 O.C.(EA.FACE) 16 #4 x l'-8" 4 #5 x 14'-3"1-#4x22 -3 ABOVE OPNG(EA.FACE) 32 #4 x 1'-8" 16 #5 x 4'-0" 14-#4x3'-10"BELOW OPNG®18" O.C.(EA.FACE) 32 #4 x l'-8" 16 #5 x 4'-0" 14-#4x3 -10 BELOW OPNG®18 O.C.(EA.FACE) 16 #4 x 3'-3" 14 #5 x 37'-2" 3-#5x37'-2"@8 3/4" O.C.(EA.FACE) 28 #4 x 3'-10" 8 #5 x 24'-7" 5-#4x22'-3"ABOVE OPNG®18" O.C.(EA.FACE) 28 #4 x 3'-10" 8 #5 x 24'-7" 5-#4x22'-3"ABOVE OPNG®18" O.C.(EA.FACE) 8 #4 x 3'-7" 2 #6 x 14'-3" 8 #4 x 4'-7" 28 #5 x 3T-2" 7-#5x37-2"®2 7/8" O.C.(EA.FACE) 8 #4 x 4'-7" 28 #5 x 3T-2" - 7-#5x37-2"®2 7/8" O.C.(EA.FACE) 12 #4 x 3'-10" REFER TO DETAIL 3 R1.01 16 4 x 9'-7" 8 #4 x 4'-7" BENT BARS /" # " BENT BARS REFER TO DETAIL 3/R1.01 16 #4 x 9'-7" 8 #4 x 5'-2" 2 #5 x 14'-3" W/10"HOOK ONE END 1. PROVIDE 1 1/2 CHAIRS AT 8 #4 x 12 -1 BENT BARS REFER TO DETAIL 3/31.01 BOTTOM FACE VERTICAL REINF. # 1. PROVIDE 1 1 2 CHAIRS EI 8 #4 x 12'-l" 20 4 x 22'-3" 2 #5 x 24'-7" W/10"HOOK BOTH ENDS / � �� " 1. PROVIDE 1 1 2" CHAIRS AT 8 4 x 12 -1 2 #6 x 14'-3" W/12"HOOK ONE END � �� " BOTTOM FACE VERTICAL REINF. 20 #4 x 22'-3" 2 #5 x 24 -7 W/10 HOOK BOTH ENDS / # "" 4 #6 x 24 -7 W/12 HOOK BOTH ENDS " " BOTTOM FACE VERTICAL REINF. 32 #4 x 14 -3 2, PROVIDE 10 CHAIRS AT TOP 2. PROVIDE 10" CHAIRS AT TOP 4 #6 x 24 -7 W/12 HOOK BOTH ENDS 4 WALL TIES FACE HORIZONTAL REINF. 2. PROVIDE 10" CHAIRS AT TOP 4 #4 x 22'-3" # #4 WALL TIES FACE HORIZONTAL REINF. 4 #4 x 3 -6 W/8 HOOK ONE END .4 "" " #4 WALL TIES FACE HORIZONTAL REINF. „ w 6 #4 x 3 -6 W/8 HOOK ONE END 2 #4 x 3 -6 W/16 HOOK ONE END ¢ P 6 3 5 #4 x 3'-6" W/16" HOOK ONE END z p 6 #4 x 3'-6" W/8" HOOK ONE END N a ¢ z P 6 `t 5 #4 x 3'-6" W/16" HOOK ONE END O I]--) -#5x4'-0"(EA.FACE) YP.(8 PLACES) a°P62 FACE, STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN ITONCRETE NET PANEL PANEL NOTES: I TL to BR 40'-11 1/2" WYTHE WYTHE 1 DEPTH WEIGHT STRENGTH I VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" 3/4" 1 77.6 K 1131, to TR 1 41'-7 5/8" 1 4,000 PSI 1 19.2 CY 677 SF W (n 8-#4x1'-8"LEFT LEGC�16" O.C.(EA.FACE) w w Q 8-#4x1'-8"RIGHT LEG®16" O.C.(EA.FACE) 8-#4x1-8„LEFT LEG®16""O.C.(EA.FACE) d F a, 8-#4x1 -8 RIGHT LEG®16 O.C.(EA.FACE) 3 5 5f8"-5 /8" 5 8" • ' (7)T1ES®3'-8"=22'-0" • ' ' (7)TIES®3'-8"=22'-0" • • a 1-#5x24-7'"BELOW OPNG(EA.FACE) 1- 5x24'-7"BELOW OPNG(EA.FACE) W0"HOOK EACH END NW 0"HOOK EACH END : acli 3-#4x24'-7"@16" O.C.(EA.FACE) a, i N 3-#4x24'-7"®16" O.C.(EA.FACE) 00 2-#5x24'-7"®3" O.C.(EA.FACE) 2-#5x24'-7"®3" O.C.(EA.FACE) N F1 E*EE�4 a 4 3'-1 1/4" '-6" 4'-6" '-6" �' 6'-0" '-6" 4'-6" '-6" 6'-0" I 11 1_ " " " �'-6"[ 1_"6 0 6 4 66'-0- 3" 0I l 3" 1'-0" 1'_0" 3" " l-01, 1 " " " " " „ J I 1'-5 5/8" 3 1'-5 5/8" 1�-5 5/8" 3 4-#5x37'-2"®12 3/8" O.C.(EA.FACE J 3 1'-5 5/8" 1-5 5/8" 3 1-#4x22'-3"ABOVE OPNG�EA.FACE) 7-#5x37'-2"®2 7/8" O.C.(EA.FACE)J 7-#5x37'-2"@27 J 4-#4x4' - 7"ABOVE OPNG@18" O.C.(EA.FACE) 5-#4x22 -3 ABOVE OPNG®18" 0.C.(EA.FACE) J - /8 O.C.(EA.FACE), J 5 #4x22 -3 ABOVE OPNG®18 O.C.(EA.FACE) REBAR CUT LIST 4-#4x12 -1 BETWEEN OPNG®18 O.C.(EA.FACE) REBAR CUT LIST 4-#4x4'-7"ABOVE OPNG®18" O.C.(EA.FACE) REBAR CUT LIST " 4-#4x4' � 7"ABOVE OPNG®18° O.C.(EA.FACE) STRAIGHT BARS 16 #5 x 4'-0" 6-#4x3'-10"BELOW OPNG®18" O.C.(EA.FACE) STRAIGHT BARS 30 4 x 24'-7" 4- 4x12'-1"BETWEEN OPNG®18" O.C.(EA.FACE) "' �, # # ( ) STRAIGHT BARS 30 #4 x 24-7" 4-#4x12-1 BETWEEN OPNG®18 O.C.(EA.FACE) 16 #4 x l'-8" 4 #5 x 14'-3"1-#4x22 -3 ABOVE OPNG(EA.FACE) 32 #4 x 1'-8" 16 #5 x 4'-0" 14-#4x3'-10"BELOW OPNG®18" O.C.(EA.FACE) 32 #4 x l'-8" 16 #5 x 4'-0" 14-#4x3 -10 BELOW OPNG®18 O.C.(EA.FACE) 16 #4 x 3'-3" 14 #5 x 37'-2" 3-#5x37'-2"@8 3/4" O.C.(EA.FACE) 28 #4 x 3'-10" 8 #5 x 24'-7" 5-#4x22'-3"ABOVE OPNG®18" O.C.(EA.FACE) 28 #4 x 3'-10" 8 #5 x 24'-7" 5-#4x22'-3"ABOVE OPNG®18" O.C.(EA.FACE) 8 #4 x 3'-7" 2 #6 x 14'-3" 8 #4 x 4'-7" 28 #5 x 3T-2" 7-#5x37-2"®2 7/8" O.C.(EA.FACE) 8 #4 x 4'-7" 28 #5 x 3T-2" - 7-#5x37-2"®2 7/8" O.C.(EA.FACE) 12 #4 x 3'-10" REFER TO DETAIL 3 R1.01 16 4 x 9'-7" 8 #4 x 4'-7" BENT BARS /" # " BENT BARS REFER TO DETAIL 3/R1.01 16 #4 x 9'-7" 8 #4 x 5'-2" 2 #5 x 14'-3" W/10"HOOK ONE END 1. PROVIDE 1 1/2 CHAIRS AT 8 #4 x 12 -1 BENT BARS REFER TO DETAIL 3/31.01 BOTTOM FACE VERTICAL REINF. # 1. PROVIDE 1 1 2 CHAIRS EI 8 #4 x 12'-l" 20 4 x 22'-3" 2 #5 x 24'-7" W/10"HOOK BOTH ENDS / � �� " 1. PROVIDE 1 1 2" CHAIRS AT 8 4 x 12 -1 2 #6 x 14'-3" W/12"HOOK ONE END � �� " BOTTOM FACE VERTICAL REINF. 20 #4 x 22'-3" 2 #5 x 24 -7 W/10 HOOK BOTH ENDS / # "" 4 #6 x 24 -7 W/12 HOOK BOTH ENDS " " BOTTOM FACE VERTICAL REINF. 32 #4 x 14 -3 2, PROVIDE 10 CHAIRS AT TOP 2. PROVIDE 10" CHAIRS AT TOP 4 #6 x 24 -7 W/12 HOOK BOTH ENDS 4 WALL TIES FACE HORIZONTAL REINF. 2. PROVIDE 10" CHAIRS AT TOP 4 #4 x 22'-3" # #4 WALL TIES FACE HORIZONTAL REINF. 4 #4 x 3 -6 W/8 HOOK ONE END .4 "" " #4 WALL TIES FACE HORIZONTAL REINF. „ w 6 #4 x 3 -6 W/8 HOOK ONE END 2 #4 x 3 -6 W/16 HOOK ONE END ¢ P 6 3 5 #4 x 3'-6" W/16" HOOK ONE END z p 6 #4 x 3'-6" W/8" HOOK ONE END N a ¢ z P 6 `t 5 #4 x 3'-6" W/16" HOOK ONE END O I]--) -#5x4'-0"(EA.FACE) YP.(8 PLACES) C�L O�+ �.� O y 4- a) L O-0Ov C ra a% ra LOo� � L cu wu�E ra =v�E� oo'L- E 0c .E-0 E L y �o- 2 aE c 0cru�. c.0 an -Q'>� 0 E>,oua) c L ra o .c .a 40 u L c u0�o Q4-1 4 'c ra U � 4-1 c 0ua)y +'.0 aJ -c O m �LaO- vo�� L {C'.n.j a)ooa) L L raOn j A -i c c O .N L m L cu ; ra ^ o �-v c3r:E .o E Ln O 'Euo.n c 00 �a)� �ra)aci On -c E 4-J ~ u O ra ,,; 0 CA) L L y .,J d000LA0 �U u 00 n u c: a) ~'r(aiNO c U .r 'a .-. 00. 0 LA L L � y 0.0 -,M dU cu O c C: y a'a 4- O O U.Oo UU a�a a) O C: 0 V cuca)N •0ru9�0 Con r U ucc- -J E'>,+ u :"3 a) +) >ouaJ ,24- u E w M cr- 0ra 0 0 p�� oo-0L-� C- a ra =) EL oa)u Lno 1] � rt$ y y L E c L OQ O ra 0 Z 4-.. UO c m :E , cu +J > c 0 y•� rav U u•C L ,p o V, H c 0 a) 0-v`� � mo•rorri L. L E o�° urLauaM Lolc: . c 0 t!'D; on o u u .`n 'c N-LE0 � raQL-4) E� a�o- c0 c N�,+�' m monmc- vUi• aN a) >"o�-1 O-0UOno u L��E M Q) ra ..- ,�Y� uo0o,c a) 3ta) L y Or 4-Jc ro ra c U iyc~nL� 0 C 4-J L =��30 cn � ra 4-0 U On 0 In �6 cU(aaCLy �-a'c-o•u E CcE~' N•0 pn�� L C r 4-J cE-6aia,� o6Oc N On c a)_ o 'in �J O L 4-1 y •- N 4L u v E'�-0Q CLv O 4- y 4.J c0•Oa)N N++�.Cc 4-J a..+ O >oura� M it 4-#4x24'-7"®14" O.C.(EA.FACE) 1-#5x24'-7"ABOVE OPNG(EA.FACE) F" O 4-#4x9'-7"LEFT LEG®16"O.C.(EA.FACE) = o 4-#4x9 -7 RIGHT LEG®16"O.C.(EA.FACE) 1-#5x24'-7"BELOW OPNG(EA.FACE) 8-#4x24'-7"®16" O.C.(EA.FACE) o� 2-#6x24'-7"ABOVE OPNG®3" O.C.(EA.FACE) W/12"HOOK EACH END I8-#4x1'-8"LEFT LEG®16"O.C.(EA.FACE) 8-#4x1 -8 RIGHT LEG®16"O.C.(EA.FACE) 1- 5x24-7,BELOW OPNG(EA.FACE) W/0"HOOK EACH END 3-#4x24'-7"®16" O.C.(EA.FACE) � °I 10 tV 2-#5x24'-7"®3" O.C.(EA.FACE) " M L� 10 4-#4x24'-7"®14" O.C.(EA.FACE) I M 1-#5x24'-7"ABOVE OPNG(EA.FACE) o 4-#4x9'-7"LEFT LEG®16" O.C.(EA.FACE) 4-#4x9'-7"RIGHT LEG®16" O.C.(EA.FACE) 1-#5x24'-7"BELOW OPNG(EA.FACE) .P d- 8 -#4x24'-7"®16" O.C.(EA.FACE) ¢ (P.(8 P ACES) FACE) " 2-#6x24'-7"ABOVE OPNG®3" O.C.(EA.FACE) W/12"HOOK EACH END 8-#4x1'-8"LEFT LEG®16" O.C.(EA.FACE) d 8-#4x1'-8"RIGHT LEG@16 O.C.(EA.FACE) o 1- 5x24'-7"BELOW OPNG(EA.FACE) W/10 -HOOK EACH END 3-#4x24'-7"®16" O.C.(EA.FACE) - I N 2-#5x24'-7"®3" O.C.(EA.FACE) M (P.(8 P ACES)FACE) 6 #4 x 3'-6" 5 #4 x 3'-6" W/8" HOOK ONE END W/16" HOOK ONE END N' Q P, 6'-0" '-6" 4'-6" '-6" 6'-0" L L I CONC. DESIGN STRENGTH CONCRETE VOLUME NET PANEL AREA I L L 6'-0" '-6" 4'-6" 3/4" '-6" 6'-0" BL to TR 45'-0 3/8" 4,000 PSI 25.3 CY 687 SF 3" Elf -On 1'-0" 3" 3" 1'-0" 1'-0" 3" 1'-5 5/8" 1'-5 5/8" 1'-5 5/8" 1'-5 5/8" 7-#5x37'-2"02 7/8" O.C.(EA.FACE) JJ I 7-#5x37'-2"®2 7/8" O.C.(EA.FACE) -1 J I 5-#4x22'-3"ABOVE OPNG®18" O.C.(EA.FACE) 5-#4x22'-3"ABOVE OPNG®18" O.C.(EA.FACE) REBAR CUT LIST4-#4x4' - 7"ABOVE OPNG®18" O.C.(EA.FACE) REBAR CUT LIST 4-#4x4' - 7"ABOVE OPNG®18" O.C.(EA.FACE) STRAIGHT BARS 30 #4 x 24'-7" 4-#4x12 -1 BETWEEN OPNG®18 O.C.(EA.FACE) STRAIGHT BARS 30 #4 x 24'-7" 4-#4x12 -1 BETWEEN OPNG®18 O.C.(EA.FACE) 32 #4 x l'-8" 16 #5 x 4'-0" fr n 14-#4x3, -10 BELOW OPNG@18 O.C.(EA.FACE) 1 , n 32 #4 x 8 , u 16 #5 x 4 0 , n n 14-#4x3 -10 BELOW OPNG®18 O.C.(EA.FACE) 28 #4 x 3,-10 " 8 #5 x 24'-7�� » 5-#4x22 -3„ABOVE OPNG®18 O.C.(EA.FACE) �� 28 #4 x 3f-10 8 #5 x 24,-7" r, 5-#4x22 -3 ABOVE OPNG®18 O.C.(EA.FACE) 8 #4 x 4 -7 28 #5 x 37 -2 " 7-#5x37'-2"02 7/8 O.C.(EA.FACE) 8 #4 x 4 -7 28 #5 x 37 -2 7-#5x37'-2"@2 7/8, O.C.(EA.FACE) 16 #4 x 9'-7" 8 4 x 12'-1" #» BENT BARS REFER TO DETAIL 3/R1.Q1 " 1. PROVIDE 1 1/2 CHAIRS AT 16 #4 x 9'-7" 8 4 x 12'-1" # BENT BARS » REFER TO DETAIL 3/R1.01 » 1. PROVIDE 1 1/2 CHAIRS AT 20 #4 x 22'-3" 2 #5 x 24'-7"W/10 4 #6 x 24'-7" HOOK BOTH ENDS W/12"HOOK BOTH ENDS BOTTOM FACE VERTICAL REINF. 20 #4 x 22'-3" 2 #5 x 24'-7"W/10 4 #6 x 24'-7" HOOK BOTH ENDS W/12"HOOK BOTH ENDS BOTTOM FACE VERTICAL REINF. 2. PROVIDE 10" CHAIRS AT TOP 2. PROVIDE 10" CHAIRS AT TOP 44 wal I nFC FACE HORIZONTAL REINF. .44 wAI i 11F� FACE HORIZONTAL REINF. 6 #4 x 3'-6" 5 #4 x 3'-6" W/8" HOOK ONE END W/16" HOOK ONE END Q P, P 6 6 FACE WYTHE STRUCTURAL WYTHE REVEAL DEPTH I PANEL WEIGHT DIAGONALS CONC. DESIGN STRENGTH CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 45' 0 3/8" N/A 12" 3/4" 1 102.6 K BL to TR 45'-0 3/8" 4,000 PSI 25.3 CY 687 SF ih L 1-#4x17'-9 3/8"(EA.FACE) "F cm 25-#4x17'-9"®18" O.C.(EA.FACE) of co r7 1-#5x17'-9"(EA.FACE) "ROVIDE (2)-#4 HAIRPINS ROUND HEADED STUDS T EMBED PLATE PL -4. PO 17'-7 1/4' 3n 13- 17 -#4x37' -1"013 n17 -#4x37'-1"®13 1/4" O.C.(EA.FACE� REBAR CUT LIST STRAIGHT BARS BENT BARS 52 #4 x 17'-9" 2 #4 x 17" x 3'-0" HAIRPIN 34 #4 x 37'-1" 36" 2 #5 x 17'-9" 17" REAR TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT #4 WALL TIES BOTTOM FACE VERTICAL REINF. 5 #4 x 3'-6" W/8" HOOK ONE END 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. 6 #4 x 3'-6" 5 #4 x 3'-6" W/8" HOOK ONE END W/16" HOOK ONE END ¢ O P FACE WYTHE STRUCTURAL WYTIIE 1 REVEAL DEPTH I PANEL WEIGIIT DIAGONALS CONC. DESIGN STRENGTH CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 45'-03/8" N/A 12" 1 3/4" 1 102.6 K I BL to TR 1 45'-0 3/8" 4,000 PSI 25.3 CY 687 SF PO 11 12-#4x24'-2"®18" O.C.(EA.FACE) . M 2-#6x24'-2"ABOVE OPNG®3" O.C.(EA.FACE) 5 0; 4-#4x7'-8"LEFT LEG®18" O.C.(EA.FACE) 1-#5x7'-8"ABOVE OPNG(EA.FACE) 6 #4x1'-10"LEFT LEG®18" O.C.(EA.FACE) 6-#4x2'-2"CENTER LEG®18" O.C.(EA.FACE) 10-#4x2'-2"RIGHT LEG®18" O.C.(EA.FACE) io 1-#5x24'-2"BELOW OPNG(EA.FACE) �; 3-#4x24'-2"®18" O.C.(EA.FACE) "i LO 1 - #6x24'-2"(EA. FACE) A 1-#5x4'-0"(EA.FACE) TYP.(8 PLACES) M '-U". '-10" '-0" 12'-6" 3" 1'-0" r 1'-0" 1'-0" 1'-0" 3" 3-#5x36'-4"®10" O.C.(EA.FACE)J 1-11 5/8" 3-#4x23'-3"ABOVE OPNG®11" O.C.(EA.FACE)J 3-#4x3'-10"BELOW OPNG@11" O.C.�EA.FACE) REBAR CUT LIST 9-#5x36'-4 ®3" O.C.(EA.FACE STRAIGHT BARS 16 #5 x 4'-0" 10-#4x17'-5"ABOVE OPNG®16 5/8" O.C.(EA.FACE)_ 12 #4 x 1, 10" 2 #5 x 7'-8" 10-#4x3'-10"BELOW OPNG®16 5/8" O.C.(EA.FACE) 32 #4 x 2'-2" 2 #5 x 24'-2" 8-#5x36'-4"@3 3/8 O.C.(EA.FACE) 26 #4 x 3'-10" 40 #5 x 36'-4" 8 #4 x 7'-8" 6 #6 x 24'-2" REFER TO DETAIL 2/R1.01 20 #4 x 17'-5" 1. PROVIDE 1 1/2" CHAIRS AT 6 #4 x 23'-3" #4 WALL TIES BOTTOM FACE VERTICAL REINF. 30 #4 x 24'-2" 6 #4 x 3'-6" W/8" HOOK ONE END 2. PROVIDE 7 1/4" CHAIRS AT 3 #4 x 3'-6" W/16" HOOK ONE END TOP FACE HORIZONTAL REINF. M L 4-#4x14'-3"®14" O.C.(EA.FACE) `D 1-#5x14'-3"ABOVE OPNG(EA.FACE) " 7 0 4-#4x3'-7"LEFT LEG®16" O.C.(EA.FACE) 4-#4x5'-2"RIGHT LEG®16" O.C.(EA.FACE) cp 1-#5x14'-3"BELOW OPNG(EA.FACE) 1-#4x14'-3"(EA.FACE) 8-#414'-3"016" O.C.(EA.FACE) a 1- 6x14'-3"ABOVE OPNG(EA.FACE) /2"HOOK RIGHT END 8-#4x1 8pLEFT LEG®16" O.C.(EA.FACE) 8-#4x3 -3 RIGHT LEG®16"O.C.(EA.FACE) o, 1- 5x14'-3"BELOW OPNG(EA.FACE) W 0"HOOK RIGHT END 3-#4x14'-3"016" O.C.(EA.FACE) N 1-#6x14'-3"(EA.FACE) '-6" 4'-6" -6" 3' 3 n , n , n n 1 -5 5/8 I L 1 L4 -#5x37'-2"012 3/8" O.C.(EA.FACE) 1-#4x22'-3"ABOVE OPNG(EA.FACE) 4-#4x4'-7"ABOVE OPNG®18" O.C.(EA.FACE) REBAR CUT LIST 4-#4x12'-1"BETWEEN OPNG®18" O.C.(EA.FACE) STRAIGHT BARS 16 #5 x 4'-0" 6-#4x3'-10"BELOW OPNG@18" O.C.(EA.FACE) 16 #4 x 1'-8" 4 #5 x 14'-3" 1-f4x22'-3"ABOVE OPNG(EA.FACE) 16 #4 x 3'-3" 14 #5 x 37'-2" 3-#5x37 -2"®8 3/4" O.C.(EA.FACE) 8 #4 x 3'-7" 2 #6 x 14'-3" 12 #4 x 3'-10" REFER TO DETAIL 3/R1.01 84 x 4'-7" BENT BARS 8 #4 x 5'-2" 2 #5 x 14'-3" W/10"HOOK ONE END 1. BOTTOM PROVIDE 1 CE CHAIRS REIVERTICAL NF. 8#4 x 12'-1" 2 #6 x 14'-3" W/12"HOOK ONE END 2. PROVIDE 10" CHARS AT TOP 32#4 x 14'-Y FACE HORIZONTAL REINF. � u� .. nn, -z"44 WAI I 11FS YP.(8 PLACES)FACE) 4 #4 x 3'-6" 2 #4 x 3'-6" W/8" HOOK ONE END W/16" HOOK ONE END O IP.;��JP68-- FACE' WYTHE STRUCTURAL WYTIIE REVEAL DEPTH PANEL WEIGIiT DIAGONALS CONC. DESIGN STRENGTH CONCRETE I VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 40'-2 3/4" N/A 12" 1 3/4" 1 63.5 K I BL to TR 1 40'-2 3/4" 1 4,000 PS[ 15.7 CY 425 SF I rn 12-#4x19'-7"®18" O.C.(EA.FACE) `D In s 2-#6x19'-7°ABOVE OPNG®3" O.C.(EA.FACE) L-1:1 10-#4x2-2„LEFT LEG@18" O.C.(EA.FACE) 10 10-#4x3 -2 RIGHTT LEG®18 O.C.(EA.FACE) to 1-#5x2'-2"LEFT LEG(EA.FACE) 1-#5x3'-2"RIGHT LEG(EA.FACE) 5x4'-0"(EA.FACE) ,(2 PLACES) 12'-6" 2'-115/8" t` 3" L, -o" 1'-0" 3" Ll' -ll 5/8" 7-#5x32'-4"04" O.C.(EA.FACE) J REBAR CUT LIST 10-#4x17'-5"ABOVE OPNG®16 5/8" O.C.(EA.FACE STRAIGHT BARS #4 WALL TIES 8-#5x32'-4"05 1/8" O.C.(EA.FACE) 20 #4 x 2'-2" 4 #4 x 3'-6" W/8" HOOK ONE END 20 #4 x 3'-2" 20 #4 x 17'-5" 24 #4 x 19'-7" REFER TO DETAIL 2/R1.01 2 #5 x 2'-2" 1. PROVIDE 1 1/2" CHAIRS AT 2 #5 x 3'-2" BOTTOM FACE VERTICAL REINF. 4 #5 x 4'-0" „ 2. PROVIDE 7 1/4" CHAIRS AT 30 #5 x 32'-4TOP FACE HORIZONTAL REINF. 4 #6 x 19'-7" L- 0 C - o4-1 rO.N C to a- 0-0�, clz�� CC0� Oc c�v3H �oa� L -0 ft3 }J �aE.c owL- u E - O c E-0 E n°,o2•u ^4- �m c 0 >. C .0 !_ .n twnO d� :3 0u E>,ua cam^ O.c ^u U0.O f- .cCo �'� lC U 0UNtn �4 QJ U O M C a �- .0 L= N� 1r 4-J.0 i.j 0�� fLf on, -j a-.+ O O ^ L m L Qi .c .,� Rs a ^o�-o cQ:c vE� u rt u >, E cl -0 Lm cNaj4-' (u on.c E F' u o - u 00 +OJ -0 m H W L L = c a0000 00 -CA U O N O N -0 O O N -0 0o<0(a 00�o�0 a c c0 to (u v-. ,D oc-c04J U O L 4-1 �C a>O N O N O U cucQ 0= 3-.E to 'ycOQ4-�O ON O U N E'j,+-jUO 'p oCo O lei > N to N 000'ua 4-- 4- - fid �a�ccrts N •N � cc-ptA 0'0-f64 0. L N 4-1 (UNL4-J C Q1 L C >n CQ rao2t�o �. u- 0.0 >���• m.n�Uo tnOtAaO LN >, CU .tJ -0 .L L- u mcco3o L. >` E a4.1 W U 4-j C NaNO.0 O U t t`ni► EO v Ezra =a (u c 0 4-1 0ya;+4JM C o L 0- v,•3 �o v >L.0�� 0,0 Ono Ucp rEa C N m •.- .c ��m c ..o �ro UOOO,C L C 3 N O n 3 �4- N0 -=;s= > N � 0 U CA N c to ,a •E o v) -0 a u on o C Ura 0-y ��°�'•^E ns s m �0E o>. tn.- o Q) r- o .c c �-, 12 aE-Dvcu� 0OCU 'O on c 0).0'� a' o=+J t„•- •y +.+ L f0 L u E o. a- a� 4-- 4-J �aC (a C.2.2 cu o :C +J t c c'� c E � .>u 1 - #4x24'- 7"(EA. FACE) 0� M R 3-#4x24'-7"018" O.C.(EA.FACE) o 0 1-#5x24'-7"ABOVE OPNG(EA.FACE)it ^' 4-#4x24'-7"016" O.C.(EA.FACE) 0�i 02 1-#5x24'-7"BELOW OPNG(EA.FACE) -' � -- !I , N \ 11 15-#4x24'-7"018" O.C.(EA.FACE) of N 1- #6 x24'-7"(EA. FACE) REBAR CUT LIST STRAIGHT BARS 46 #4 x 24'-7" 24 #4 x 33'-4" 8 #4 x 33'-7" 26 #4 x 34'-0" 8 #5 x 4'-0" 4 #5 x 24'-7" -1 1 ," 1-#4x24'-7"(EA.FACE) ,x4'-0"(EA.FACE) 4 PLACES) M 9'-1 5/8" ,-3 3'-8„ ,-3 9'-1 5/8" 31, 3" 12-#4x33'-4"010" O.C.(EA.FACE) J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x33'-7"014 5/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 13-#4x34'-0"09 1/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4' CHAIRS AT TOP FACE HORIZONTAL REINF. 1-#4x24'-7"(EA.FACE) \ 25-#4x24'-7"017 3/4" O.C.(EA.FACE) I, LO M 2-#5x24'-7"03" O.C.(EA.FACE) REBAR CUT LIST STRAIGHT BARS 52 #4 x 24'-7" 62 #4 x 37'-1" 4 #5 x 24'-7" M 24'-5 1/4" 3„ J 31-#4x37'-1"09 3/4" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2/131.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. iz 24-#4x24'-7"017 1/2" O.C.(EA.FACE) I ih r� 1 - #6x24'-7"(EA. FACE) REBAR CUT LIST STRAIGHT BARS 50 #4 x 24'-7" 54 #4 x 35'-0" 2 #6 x 24'-7" `o 24'-5 1/4" 3" J 27-#4x35'-0"011 1/4" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. Q°P79 a°P78 a FACE WYTHE STRUCTURAL WYTHE REVEAL DEPTH PANEL WEIGHT DIAGONALS CONC. DESIGN 1 STRENGTH I CONCTRTETTJ I VOLUME NET PANEL I AREA PANEL NOTES: STEEL TROWEL, FINISH - INSIDE (UP) FACE TL to BR 41I-71/2" N/A 9 1/4" 1 3/4" 1 97.5 K I BL to TR 1 42'-5 1/2" 4,000 PSI 24.1 CY 1 846 SF 1-#4x24'-7"(EA.FACE) \ 25-#4x24'-7"017 3/4" O.C.(EA.FACE) I, LO M 2-#5x24'-7"03" O.C.(EA.FACE) REBAR CUT LIST STRAIGHT BARS 52 #4 x 24'-7" 62 #4 x 37'-1" 4 #5 x 24'-7" M 24'-5 1/4" 3„ J 31-#4x37'-1"09 3/4" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2/131.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. iz 24-#4x24'-7"017 1/2" O.C.(EA.FACE) I ih r� 1 - #6x24'-7"(EA. FACE) REBAR CUT LIST STRAIGHT BARS 50 #4 x 24'-7" 54 #4 x 35'-0" 2 #6 x 24'-7" `o 24'-5 1/4" 3" J 27-#4x35'-0"011 1/4" O.C.(EA.FACE)J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2/R1.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. M 6-#4x20'-1"018" O.C.(EA.FACE) i� 00 M 00 1-#5x20'-1"ABOVE OPNG(EA.FACE) �I 4-#4x20'-1"016" O.C.(EA.FACE) ci 'd- 1-#5x20'-1"BELOW OPNG(EA.FACE) RN 15-#4x20'-1"018" O.C.(EA.FACE) of N 1-#6x20'-1 "(EA.FACE) REBAR CUT LIST STRAIGHT BARS 50 #4 x 20'-1" 52 #4 x 37'-5" 8 #4 x 37'-6" 8 #5 x 4'-0" 4 #5 x 20'-1" 2 #6 x 20'-1" rn L 6'-10 5/8" '-3 3'-8" '-3 6'-10 5/8" 3" 13-#4x37'-5"06 7/8" O.C.(EA.FACE) J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x37'-6"014 5/8" O.C.(EA.FACE)- 13-#4x37'-5"@6 7/8" O.C.(EA.FACE) #4 WALL TIES TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 6 #4 x 3'-6" W/8" HOOK ONE END 3" x4'-0"(EA.FACE) 4 PLACES) REFER TO DETAIL 2/131.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. L✓ 1-#4x24'-7"(EA.FACE) d- 5 -#4x24'-7"016" O.C.(EA.FACE) LO to rn L_ 1-#5x24'-7"ABOVE OPNG(EA.FACE) 4-#4x24'-7"016" O.C.(EA.FACE) 1-#5x24'-7"BELOW OPNG(EA.FACE) R I ' 1 I 15-#4x24'-7"018" O.C.(EA.FACE) N 1 - #6x24'- 7"(EA. FACE) REBAR CUT LIST STRAIGHT BARS 50 #4 x 24'-7" 28 #4 x 35'-5" 3 #mx- 4 #5 x 24'-7" 2 #6 x 24'-7" 5x4'-0"(EA.FACE) '.(4 PLACES) It "' 9'-1 5/8" '-3 3'-8" '-3 9'-1 5/8" 3" -3n 14-#4x35'-5"08 3/8" O.C.(EA.FACE) J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x35'-8"014 5/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 15-#4x36'-1"07 7/8" O.C.(EA.FACE) 7 #4 x 3'-6" W/8" HOOK ONE END TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE REFER TO DETAIL 2/131,01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. Q°P79 a FACE STRUCTURAL REVEAL I PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: TL to BR 42'-51/2" WYTHE WYTHE DEPTH WEIGHT STRENGTH I VOLUME AREA I STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" 3/4" 100.5 K BL to TR 1 43'-3 5/8" 4,000 PSI 24.8 CY 872 SF M 6-#4x20'-1"018" O.C.(EA.FACE) i� 00 M 00 1-#5x20'-1"ABOVE OPNG(EA.FACE) �I 4-#4x20'-1"016" O.C.(EA.FACE) ci 'd- 1-#5x20'-1"BELOW OPNG(EA.FACE) RN 15-#4x20'-1"018" O.C.(EA.FACE) of N 1-#6x20'-1 "(EA.FACE) REBAR CUT LIST STRAIGHT BARS 50 #4 x 20'-1" 52 #4 x 37'-5" 8 #4 x 37'-6" 8 #5 x 4'-0" 4 #5 x 20'-1" 2 #6 x 20'-1" rn L 6'-10 5/8" '-3 3'-8" '-3 6'-10 5/8" 3" 13-#4x37'-5"06 7/8" O.C.(EA.FACE) J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x37'-6"014 5/8" O.C.(EA.FACE)- 13-#4x37'-5"@6 7/8" O.C.(EA.FACE) #4 WALL TIES TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 6 #4 x 3'-6" W/8" HOOK ONE END 3" x4'-0"(EA.FACE) 4 PLACES) REFER TO DETAIL 2/131.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. L✓ 1-#4x24'-7"(EA.FACE) d- 5 -#4x24'-7"016" O.C.(EA.FACE) LO to rn L_ 1-#5x24'-7"ABOVE OPNG(EA.FACE) 4-#4x24'-7"016" O.C.(EA.FACE) 1-#5x24'-7"BELOW OPNG(EA.FACE) R I ' 1 I 15-#4x24'-7"018" O.C.(EA.FACE) N 1 - #6x24'- 7"(EA. FACE) REBAR CUT LIST STRAIGHT BARS 50 #4 x 24'-7" 28 #4 x 35'-5" 3 #mx- 4 #5 x 24'-7" 2 #6 x 24'-7" 5x4'-0"(EA.FACE) '.(4 PLACES) It "' 9'-1 5/8" '-3 3'-8" '-3 9'-1 5/8" 3" -3n 14-#4x35'-5"08 3/8" O.C.(EA.FACE) J TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x35'-8"014 5/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 15-#4x36'-1"07 7/8" O.C.(EA.FACE) 7 #4 x 3'-6" W/8" HOOK ONE END TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE REFER TO DETAIL 2/131,01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. iO 1-#4x24'-7 1 /2"(EA.FACE) L r - M i 19-#4x24'-7"018" O.C.(EA.FACE) �i I� N 1- 5x24'-7"ABOVE OPNG(EA.FACE) fD W/0"HOOK LEFT END R 6-#4x1'-8"LEFT LEG018" O.C.(EA.FACE) 6-#4x19'-4"RIGHT LEG018" O.C.(EA.FACE) 1-#6x1'-8"LEFT LEG(EA.FACE) 1-#6x19'-4"RIGHT LEG(EA.FACE) ML 1'-10" L L 19'-1 5/8" 3" 1-0 1-0 1'-5 5/8" 5-#4x37'-1"04 3/8" O.C.(EA.FACE)J 3-#4x28'-11"ABOVE OPNG011" O.C.(EA.FACE) REBAR CUT LIST 26-#4x36'-11"09 1/8" O.C.(EA.FACE) STRAIGHT BARS 4 #5 x 4'-0" 12 #4 x 1'-8" 2 #6 x 1'-8" 12 #4 x 19'-4" 2 #6 x 19'-4" 38 #4 x 24'-7" 2 #4 x 24'-7 1/2" BENT BARS 6 #4 x 28'-11" 2 #5 x 24'-7" W/10"HOOK ONE END 52 #4 x 36'-11" 10 #4 x 37'-1" #4 WALL TIES 8 #4 x 3'-6" W/8" HOOK ONE END 3" #5x4'-0"(EA.FACE) :).(2 PLACES) REFER TO DETAIL 2.jRl.Ol 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. a°P80 FACE STRUCTURAI, REVEAL I PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL. PANEL NOTES: TL to BR 43'-3 3/4" WYTHE WYTHE DEPTH WEIGHT STRENGTH 1 VOLUME 1 AREA 1 STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" 3/4" 1 103.5 K BL to TR 1 44'-2" 4,000 PSI 25.5 CY 898 SF iO 1-#4x24'-7 1 /2"(EA.FACE) L r - M i 19-#4x24'-7"018" O.C.(EA.FACE) �i I� N 1- 5x24'-7"ABOVE OPNG(EA.FACE) fD W/0"HOOK LEFT END R 6-#4x1'-8"LEFT LEG018" O.C.(EA.FACE) 6-#4x19'-4"RIGHT LEG018" O.C.(EA.FACE) 1-#6x1'-8"LEFT LEG(EA.FACE) 1-#6x19'-4"RIGHT LEG(EA.FACE) ML 1'-10" L L 19'-1 5/8" 3" 1-0 1-0 1'-5 5/8" 5-#4x37'-1"04 3/8" O.C.(EA.FACE)J 3-#4x28'-11"ABOVE OPNG011" O.C.(EA.FACE) REBAR CUT LIST 26-#4x36'-11"09 1/8" O.C.(EA.FACE) STRAIGHT BARS 4 #5 x 4'-0" 12 #4 x 1'-8" 2 #6 x 1'-8" 12 #4 x 19'-4" 2 #6 x 19'-4" 38 #4 x 24'-7" 2 #4 x 24'-7 1/2" BENT BARS 6 #4 x 28'-11" 2 #5 x 24'-7" W/10"HOOK ONE END 52 #4 x 36'-11" 10 #4 x 37'-1" #4 WALL TIES 8 #4 x 3'-6" W/8" HOOK ONE END 3" #5x4'-0"(EA.FACE) :).(2 PLACES) REFER TO DETAIL 2.jRl.Ol 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. c"a o 0 c f0 (j) r0 1-J 0 D L O c 34– c =0 (A vuc:E L 42 a c: E .c L U E'0c E-0 E L y N04-'U_ 4-- 4-- >'c r0 O c c.0 cL] .w.— > w•r-> (A '0-.' 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DESIGN STRENGTH CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 43'-3 5/8" N/A 9-1/4" 3/4" 100.5 K BL to TR 42'-5 1/2" 4,000 PSI 24.8 CY 872 SF I °P86 a FACE STRUCTURAL REVEAL I PANEL DIAGONALS CONC. DESIGN CONCRETE NL;T PANEL PANEL NOTES: TL to BR 427-5-7/7"1 WYTHE WYTHE 1 DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 9 1/4" 3/4"_t 97.5 K 1131, to TR 1 41'-7 1/2" 1 4,000 PSI 24.1 CY 846 SF C— 04J ra.21 0 N 4- 4 n N 0-0 a) M N ra coo ra ,E-v3N N � L � -6 du E a10ccE� E Ln •E -0 E L N vo�'U �= �^ c oc�>. C.0 co -05 N - 4-J N'a E�,oa) cL 42 ra 0j_- uc �oNQ.oL an -v `4�o ra U 'p L O v N N -J a 4 LLU-CL N L' n4 -J Q) o O N 4t ra on„ +' c c 0 .a 'C c > L m N L s.Y�o- �o-o c:a)r- .D +� E tz UraU�, .r o�-0 OtA NN+j mNai E c ra O a�uiaj ra N U L- NSA .Qo000 O U U 'u r" N c O N.vL 00 Oma },ate N " L 4-j cuN �Nrry„-,O 00-c0 ' a� 0 ra O Q1 U y c�cN4 of 3i N •v, ra 0 +-J 0 O U (u c: OL E '>,+ u c �coco J II. J W rn N O ,U OON E 4- "'`'-gra �NCcra -o � •o o on cu c•c16 N 0 c CL 0- ns c n `(VLI)cuy c N +,, N N +•+ � C .Q�raLN y".E c�c<= rt O ,,,._ AU•... 0-p C�c`'J c >_ULn JS can my Ov C L •p o N N D c N LN ANL U (a O 3 0 ��.E p " 0r�.N- U 1U c J N 2.2 C �V�•N tin y J L -E 0 ro Q L_ N E � Na m 'a a) c: 0 CU a) a) r -a raanUCC- �3fl•N° ; - CO0 rt3.�cy 4- 0-0�L) C N r� c:o� o ra Ev3H c L N �ouaE cE� E'in0a E-0 E- ' ` y N O - ,2 rEo O C m T C .o c o •» Chou E>%ua) C L_ --. ^m O= U La;�o < -w U= Ln y fCS 0 u a) cn ,.+ :A �-c0rLv LLa a - L .Q4 -J a) 00� con.,, +� o vm �� c��:c V UU m,o a.fl tA Q m tA a) N on= E M .E F- o L- .L-+ u C ra of O u'C c� �+-o ,aN LL_y4� Q0000 cu u 00 cn N L_ Ir -n 41 mu N c N 4-J *�•rC C a) O c - u r c: o .Q0m LA CA L L_ � p o c o,CUm �a c y.4i40 0 = 0 4-' u -u a -c :0 a a =0 O N0c: OC 0) N U c�ca)CA O-- 3t y Hmp+,o �c �U E c: 4-J -7 =v�oc0 N c_iOuN 0ouE,2 `�- ``' mm - 0 a)ccra 0.no>.o oo-0L. L� aQ.m c a. vwcQ)N ^N Ni..+ tj-^C, y ma N - vyyiE C L CQ rtso�,-uo 0) 4-j 0 cu >O�Cvn svu0c z.ncuo L_N ANL O -0 J C-a•L L u�030 L. L E O O O ro C� U (a .,.., L- u c 75 N�N•oa aot-jinon E0 ��Q'_N E� � n "a cu a0 4 -JN �- yo u onm'C L Q L_ 0= j L 0 4-J o-auono NN -cE utnaEm C L � •fC C N Q O p = v C h N on y N 0. c: u .0 y N= y C .- L_ M ,, .0 3 4- y 'a Cul >. V on 0 LA M U d V 3 -o ';_ -o u .� 'E Ln n3 N0Era�. y0bn o L C J L cE-0a) °vocu on C 0.0 O ..0 +-+ y •N F, ` rC U N E'�jaQ O p �CO12 C CO.ONN N, NE L_ c �m0 a) L TILT -UP WALL PANEL LIFTING NOTES: PANEL IS REDESIGNED OR CHANGED IN ANY WAY. ACTUAL PANEL 11'-7 5/8" 1. THE WALL PANELS SHALL NOT BE LIFTED UNTIL THE CONCRETE HAS TILT -UP ALL PANEL ERE BRAC NOTES WIDTH 1.-1" ATTAINED A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AND A 1. DENOTES DAYTON -SUPERIOR T6A BRACING INSERT LOCATIONS. -0 5/8" MINIMUM FLEXURAL STRENGTH OF 550 PSI AS DETERMINED BY BREAKING DAYTON -SUPERIOR T21 LOCATOR PLUG AND B14 COIL BOLT SHALL BE TILT -UP BRACE 9' STANDARD BEAMS IN ACCORDANCE WITH ASTM C78-64 CURED AT FIELD PROVIDED AT EACH BRACING INSERT. INSERT DEPTH SHALL EQUAL WALL INSERT LOCATIONS CONDITIONS, UNLESS A HIGHER STRENGTH REQUIREMENT IS NOTED ON THE PANEL THICKNESS, UNLESS NOTED OTHERWISE. WHERE BRACES ARE 2'-3" 6'-11 5/8" 2'-5" PANEL LAYOUT DRAWINGS. ATTACHED TO THE OUTSIDE FACE OF TILT -UP PANEL AFTER LIFTING THE DS T110 SUPERIOR PANEL, A 3/4" x 6" LONG T13 COIL ANCHOR (TANG BOLT) MAY BE USED LIFT INSERT LOCATIONS 2. NO LIFTING INSERT SHALL BE PLACED CLOSER THAN 1'-3" TO ANY PANEL IN LIEU OF THE T6A BRACING INSERT. SEE BRACING DRAWINGS FOR INSERT EDGE, BLOCKOUT OR OPENING, UNLESS SPECIFICALLY SHOWN OTHERWISE. TYPE AND LOCATIONS. z 3. DENOTES DAYTON T110 FACE LIFTING INSERT ANDDENOTES 2. SEE BRACING DRAWINGS FOR BRACE TYPE AND LENGTH REQUIRED AT EACH 00 PANEL. SEE PANELS FOR ATTACHMENT LOCATIONS AND NUMBER OF BRACES REQUIRED. USE ONE BRACE AT EVERY T6A OR T13 COIL ANCHOR DAYTON T110E EDGE LIFTING INSERT LOCATIONS. INSERT DEPTH SHALL LOCATION. EQUAL PANEL THICKNESS. SEE PANEL LAYOUT DRAWINGS FOR LOCATIONS. - PANEL THICKNESS NUMBER OF LIFT INSERTS REQUIRED PANEL BRACE TYPE LENGTH NUMBER REQUIRED PD1-P72 DS T14 (612) 32'-0" 2 %4-P 9 1/411 8 (T110 - 9 1/4") P73 DS T14 (B12) 32'-0" 3 9 1/41/ 4 (T110 9 1/4") P74 DS T14 (812) 32'-0" 2 0O 9 1/4 8 (T110 - 9 1/4) P75 DS T14 (B12) 32'-0" 3 9 1/4" 4 (T110 - 9 1/4") P76 -P87 DS T14 (B12) 32'-0" 2 P50 9 1/4 " 8 (T110 9 1/4") P88 -P89 DS T14 (138) 22'-0" 2 P51 -P56 9 1/4" 4 (T110 - 9 1/4") P90 DS T14 (1312) 32'-0" 2 P57 9 1/4" 8 (T110 - 9 1/4") P91 DS T14 (68) 22'-0" 2 P58 -P62 9 1/4 4 (T110 - 9 1/4') P99 -P102 DS T14 (81 A) 8'-0" 2 " P63 12" 4 (T110 - 12") P64 -P67 12" 8 (T110 - 12") 3. BRACES MUST BE INSTALLED AT 90±5 DEGREES TO THE PLANE OF THE 00 CG P68 12" 4 (T110 - 12") WALL. 04 PP73-P87 9 69-P72 9 1/4" 4 (T110 - 9 1/4") 4. BRACES SHALL BE ATTACHED TO THE WALL PANELS PRIOR TO BEGINNING P88 -P92 7 1/ 4 8 ( Tl 1 9 1/4") WALL PANEL ERECTION. PANEL SHALL BE PLUMB AND THE BRACE BOLTED /4" 4 (T1 10 - 7 1/4) TO THE FLOOR SLAB -ON -GRADE, CONCRETE DEADMAN, OR CONCRETE cm P900 P99 7 1/4" 4 (T110E - 7 1/4) FOUNDATION BEFORE RELEASING THE TILT -UP PANEL FROM THE CRANE. 04 /") 5. BRACES SHALL BEATTACHED TO THE FLOOR SLAB USING DAYTON -SUPERIOR 3/4" x 6 LONG T13 COIL ANCHOR (TANG BOLT) OR MB 4. THE MAXIMUM STATIC WORKING LOADS TO THE LIFTING INSERTS ARE: BRACE BOLTS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. MINIMUM FLOOR SLAB THICKNESS AT BRACE BOLTS SHALL DAYTON -SUPERIOR SHEAR TENSION BE 6". 7 1/4" INSERT 6,050 LBS 4,500 LBS 6. WHERE REQUIRED, BRACES SHALL BE ATTACHED TO CONCRETE DEADMAN OR 9 1/4" INSERT 20,900 LBS 17,900 LBS WALL FOUNDATIONS USING DAYTON -SUPERIOR 3/4" x 6" LONG T13 COIL o = f=_ _ _ _ - - _ - 12" INSERT 15,900 LBS 14,000 LBS ANCHOR (TANG BOLT). INSTALL IN ACCORDANCE WITH MANUFACTURER'S EDGE INSERT 3,450 LBS 6,900 LBS SPECIFICATIONS. THESE ARE THE MINIMUM WORKING CAPACITIES REQUIRED. THE LIFTING 7, MAXIMUM APPLIED BRACE WIND LOAD IS 1,800 POUNDS PER T14-B1A, INSERTS SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURERS 3,950 POUNDS PER T14-88 AND 12,500 POUNDS PER T14-1312. cn SPECIFICATIONS. 0 8. INSTALL AND USE WALL PANEL ERECTION BRACES IN CONFORMANCE WITH z ¢ 5. USE A 1 -HIGH x 2 -WIDE (RE2) RIGGING ON PANELS P93 -P99, P101-P102ALL REQUIREMENTS OF THE MANUFACTURER, DAYTON -SUPERIOR. REFER TO o - DAYTON -SUPERIOR LITERATURE FOR GENERAL LIFTING INFORMATION AND a a -� w USE A 1 -HIGH x 4 -WIDE (RE48) RIGGING ON PANELS P100, P1 3- 1 9 INSTALLATION INSTRUCTIONS. CONSULT DAYTON -SUPERIOR FOR SPECIFIC < O_U �H 1 °- 0° �' "' �¢ O 1 5 REQUIREMENTS (977) 866-0711. a _ o z w USE A 2 -HIGH x 2 -WIDE (R22) RIGGING ON PANELS P38 -P42, P47 -P49, W �- w P51 -P56, P58 -P63, P68 -P72, P88 -P92 9. BRACING DESIGNS ARE BASED ON A CONSTRUCTION PERIOD WIND SPEED OF um JZ N `` Q 84 M.P.H. (0.8*105MPH), EXPOSURE C, ASCE 7-10 AND BRACING g O V L USE A 2 -HIGH x 4 -WIDE (R24B) RIGGING ON PANELS P57 INFORMATION SUPPLIED BY DAYTON -SUPERIOR. MAJOR BEAM LEFT MINOR BEAM RIGHTMINOR BEAM NOTES: DS T6A (9 1/4") BRACE INSERT W/ T21 LOCATOR PLUG AND 3/4" B14 COIL BOLT O X 5 LENGTH 20'-0" LENGTH N/A LENGTH N/A MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P" PANEL WEIGHT LIFT INSERT USE A 4 -HIGH x 2 -WIDE (R42) RIGGING ON PANELS P01 -P37, P43 -P46 10. PANEL BRACE ANCHORS SHALL BE POSITIONED A MINIMUM OF 1'-0" FROM LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT T110-9 1/4" P50, P64 -P67, P73 -P87 ANY OPENING, LIFTING INSERT LOCATION, OR SLAB EDGE. OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR COMP. IFLEXURAL INITIAL LIFT QUANTITY 3'-5 7/8" 3'-5 7/8" N/A N/A N/A N/A 30'-0" 30'-0" 30'-0" 3,000 PSI 550 PSI 41.9 K 4.2 K 37.7 K g 6• THE MINIMUM UPPER AND LOWER CABLE LENGTH USED SHALL BE 30'-0" 11. A MINIMUM OF 2 BRACES IS REQUIRED FOR ALL PANELS. BRACE TYPE TOTAL BRACE lHORIZONTAL BRACE BRACE BRACE SUPPORT CGx: 5'-8 3/4" RIGGING C/C OF THIMBLE FOR ALL CABLES. THE MINIMUM MIDDLE CABLE LENGTH REQUIRED LENGTH 'L' OFFSET 'X' ANGLE 'A' LOAD SUPPORT ELEVATION CG : 15'-11" DETAIL USED SHALL BE 30'-0" C/C OF THIMBLE FOR ALL CABLES. THE MINIMUM 12. CHECK TIGHTNESS OF BRACE BOLTS INTO TILT -UP PANEL ON A DAILY T14 - MODEL 1312 2 32'-0" 19'-3" 53.0 4,700 LBS SLAB o' -o" CLy: 17'-8 5/8" R42 CABLE LENGTH IN ALL OTHER CASES SHALL BE 30'-0" C/C OF THIMBLE BASIS. FOR ALL CABLES. FOR THE U2 RIGGING, THE MAXIMUM STATIC WORKING LOAD TO THE CABLES IS 3,100 POUNDS. ACTUAL PANEL 24'-11 1/4" FOR THE READ RIGGING, THE MAXIMUM STATIC WORKING LOAD TO THE WIDTH CABLES IS 4,500 POUNDS. TILT -UP BRACE 0. 6'-3" 12'-5 1/4" 6'-3" FOR THE R22 RIGGING, THE MAXIMUM STATIC WORKING LOAD TO THE INSERT LOCATIONS CABLES IS 20,900 POUNDS. DS T110 SUPERIOR 5-0 FOR THE R24B RIGGING, THE MAXIMUM STATIC WORKING LOAD TO THE LIFT INSERT LOCATIONS UPPER AND LOWER CABLES IS 10,850 POUNDS. THE MAXIMUM STATIC WORKING LOAD TO THE MIDDLE CABLE IS 21,700 POUNDS. A FOR THE R42 RIGGING, THE MAXIMUM STATIC WORKING LOAD TO THE UPPER AND LOWER CABLES IS 13,350 POUNDS. THE MAXIMUM STATIC WORKING LOAD TO THE MIDDLE CABLE IS 26,700 POUNDS. io M A MINIMUM FACTOR OF SAFETY OF 5 TO 1 SHALL BE USED IN DETERMINING THE SIZE OF THE CABLES. POSITION THE BLOCKS ON THE LIFTING BEAM SUCH THAT THE DISTANCE BETWEEN THE BLOCKS VARIES NO MORE THAN 2 FEET FROM THE AVERAGE SPREAD BETWEEN LIFTING INSERTS IN THE PANEL. 7, WALL PANEL LIFTING ANALYSIS ASSUMES TRIM BARS AROUND ALL OPENINGS AND AT LEAST MINIMUM CODE STEEL IN ALL TILT -UP PANELS. 8. ALL CALCULATIONS ARE BASED ON CONCRETE WITH A UNIT WEIGHT OF 150 POUNDS PER CUBIC FOOT. 9. THE LAYOUT AND ANALYSIS ASSUMES NO ADHESION TO THE FLOOR SLAB i' OR DYNAMIC LOADING DURING LIFTING. 00 10. ADDITIONAL REINFORCING STEEL REQUIRED FOR LIFTING MUST BE PROVIDED AS NOTED ON THE LIFTING DRAWINGS. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. 11. INSTALL AND USE LIFTING INSERTS AND RIGGING CONFIGURATION IN CONFORMANCE WITH ALL REQUIREMENTS OF THE MANUFACTURER, i N DAYTON -SUPERIOR. REFER TO DAYTON -SUPERIOR LITERATURE FOR i GENERAL BRACING INFORMATION AND INSTALLATION INSTRUCTIONS. CONSULT DAYTON -SUPERIOR FOR SPECIFIC REQUIREMENTS (937) 866-0711. 12. SCHUCHMANN STRUCTURAL ASSOCIATES, LLC SHALL BE NOTIFIED IF ANY d' I� RE2 R22 R42 ■ lc:) � w OU _a U U --� F7 O Q � ¢ H a mcq J N� W cn Ld rn f= U W Q 2 _j F Z E RE2 R22 R42 ■ >%_o ° oL 4- c -0 (3) C ­O'p(3)L C�NrII C4Ao� O L Q% 0u c E vcE� 0°nLu ELAOc EE^ N L, Q)Oo•U � A� c 0c�>, �.0 co >�� Ln EAoa ^� OL U C� L ic�-v LQ�'�O fd U o u N N *' o : 4-1 'oL'o L Q� U L O rC L L n n L 7;.o y, ° �s cc0 LCD L N ' r��a L H u � +•� L cao.c c, E H4-JOm U f0 U >% EI1O.0 � LA QJ� E L_�Fu 0mo +-r U N 'p u 'C C cu 4- L- L N L 431 Q� 0 0 0 u u 00 Ln •,��U O- 0 4' M -C N-0 c -'u'Ca ooa0(o CL, L 4-J O O O O 1 4_ a cc a OO.CO+-j U.Ouu 'o-�Q o O H 0 N � U cuca)LA o- 3� N V; It ' 0 Cona) O U Q% cc L u 0 =pCOco Q) ^ (t > N N N O O O D U E� _0_0o�v N •N .,_ V) 00-0 00-0Lo a–o-m = 1L c N LA .aim=0 0 oyV+LE cLcQc m o 04- UO .LLcc� �auuvi.� L C On lif V U OU L� O o N N c N L N >+ Q) .0 O 4-J u L O C O E� Q 0 �O 42) U M 4-J L. u C y (� N 0 0 � u-E.N'c 0- -LEo oE2QL_O E C 4.1 �a'3c0 �� coO on�L=� L Q � 3av� L_ >O''''� O-0Uono UNCC�G � � � •R1 C 4-J ,x 4-J ctf Uoc 00, 4-00 N0 >N M U iNv.CH 0•C – L cif i. �p `- N'OOAV C (0;'' on 0 CA curcn�; 3 'v -n u E N E !� N •0 on Q) vA C o .� C 4-J L cE-6w- NO'ppon CU CN.O •N �v+ O .0 +-J H U QJ E'ca)Q O p- E� N 0 =v 12 co.0�� Uz;t'L c +,�v+-'c Lc >0u ate' ACTUAL PANEL 24'-11 1/4" WIDTH ACTUAL PANEL 23'-10 5/8" TILT -UP BRACE 6'-3" 12'-5 1/4" 6'-3" WIDTH INSERT LOCATIONS TILT -UP BRACE 6'.3" 11'-7 5/8" 6'_0" DS T110 SUPERIOR 1" 14'-11 1/2" 5'-0 3/4" INSERT LOCATIONS LIFT INSERT LOCATIONS DS T110 SUPERIOR 4'-11" 14'-4" 4'-7 5/8" LIFT INSERT LOCATIONS MT M rn II N — — _ N ih CG R N T M CG N d i I ('V to co N O I sh N co 12'-5 5/8" ACTUAL PANEL N Z Z 3'-3" TILT -UP BRACE 5'-11 5/8" 3'-3" INSERT LOCATIONS z 2'-6" DS T110 SUPERIOR ip \ I Ali N CV � N CG i \ N O st N 0 I 12'-5 5/8" ACTUAL PANEL N Z Z 3'-3" TILT -UP BRACE 5'-11 5/8" 3'-3" INSERT LOCATIONS z 2'-6" DS T110 SUPERIOR 7'-5 5/8" 2'-6" LIFT INSERT LOCATIONS O 0 z of Z ¢ Z O U Lu 0 U Z O NQf W moi_ CL m OJ 0 ui W i W O z m� co-) Cr V)_j J cn Z JF•- W ¢= QU =f. o� W ;4Lu a- ocw aO P40 Z p39 ¢ o O Z a S2 W~ W f- U W .J N U) ¢ F= Z o n U cx V 1�kMAJOR O MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM 9 � BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: DS T6A (9 1/4") BRACE INSERT W/'T21 LOCATOR PLUG AND 3/4" B14 COIL BOLT `� Q X LENGTH 20'-0" LENGTH N/A LENGTH N/A MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P" PANEL WEIGHT LIFT INSERT LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT T110-9 1/4" OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR COMP. IFLEXURAL INITIAL LIFT QUANTITY 7'-5 3/4" 7'-5 3/4" 1 N/A N/A N/A N/A 30'-0" N/A N/A 3,000 PSI 1 550 PSI 82.5 K 14.0 K 68.5 K 4 BRACE BRACE SUPPORT BRACE TYPE I TOTAL BRACE HORIZONTAL BRACE BRACE BRACE SUPPORT CGx: 12'-4 3/4" RIGGING DETAILT14-MODEL CGy: 13'-7 3/4" REQUIRED LENGTH 'L' OFFSET 'X' ANGLE 'A' LOAD 1 SUPPORT 1 ELEVATION DETAIL CG 14'-3 7/8" SLAB I 0'-0" CLv: 17'-10" 1 T14 MODEL B12 2 32'-0" 19'-3" 1 53.0 6,800 LBS SIAB I 0'4" CLy: 17'-3" R22 \ I Ali N CV � N CG i \ N O st N 0 I 12'-5 5/8" ACTUAL PANEL WIDTH Z 3'-3" TILT -UP BRACE 5'-11 5/8" 3'-3" INSERT LOCATIONS z 2'-6" DS T110 SUPERIOR 7'-5 5/8" 2'-6" LIFT INSERT LOCATIONS \ I Ali N CV � N CG i \ N O st N 0 I ACTUAL PANEL WIDTH TILT -UP BRACE INSERT LOCATIONS DS T110 SUPERIOR— LIFT INSERT LOCATIONS r N I `a N i C) I 00 N O I ro cn I 00 N Z 0 z En CF ) 0 z of Z ¢ Z O U Lu 0 U a mo J NQf W moi_ CL m OJ 0 ui W U W ¢ = J cn Z JF•- ACTUAL PANEL WIDTH TILT -UP BRACE INSERT LOCATIONS DS T110 SUPERIOR— LIFT INSERT LOCATIONS r N I `a N i C) I 00 N O I ro cn I 00 IN z Z ic 0 Z O U Z O U Lu 0 U W O0 zOf� moi_ CL m OJ 0 Q U JF•- W ¢= QU =f. o� W a- ocw aO P40 S2 W~ W U W .J N U) O MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: DS T6A (9 1/4") BRACE INSERT W/ T21 LOCA'T'OR PLUG AND 3/4" B14 COIL BOLI' LENGTH 20'4" LENGTH N/A LENGTH N/A MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P" PANEL WEIGHT LIFT INSERT LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT T110-9 1/4" OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR COMP. I FLEXURAL INITIAL LIFT QUANTITY 7'-2" 7'-2" N/A N/A N/A N/A 30'-0" N/A N/A 3,000 Sli 550 PSI 74.2 K 17.4 K 56.8 K 4 BRACE TYPE TOTAL BRACE IIORIZONTAL BRACE BRACE BRACE SUPPORT CGx: 12'-1" RIGGING REQUIRED LENGTH 'L' OFFSET 'X' ANGLE 'A' LOAD SUPPORT JELEVATION DETAILT14-MODEL CGy: 13'-7 3/4" B12 2 32'-0" 21'-2" 48.6 5,900 LBS SLAB I 0'-0" CLv: 17'-10" 1 R22 ACTUAL PANEL WIDTH TILT -UP BRACE INSERT LOCATIONS DS T110 SUPERIOR— LIFT INSERT LOCATIONS r N I `a N i C) I 00 N O I ro cn I 00 24'-11 1/4- 5 T-2" 6'-�3/1' CGi 4- IN z 0 Z O U W Lu 0 U W O0 zOf� moi_ CL m OJ N W Q U JF•- W ¢= �? o� 24'-11 1/4- 5 T-2" 6'-�3/1' CGi 4- L C� Oo C N 4- w � C � aJ fii L C Ln 0� O� E=v3H � L �oE =v E� Eoc E-0 E L N a)O2'V 4- C 0 c: m C .0 C •0 42 _ N m'0- =3-0 E>%uv C L 41 ai w (Cf (] U w .0 c� C Q 4-+ .0 .0 N N ra M ,a 'v .0 O U O N F i 4-J �= o m L L Q Q L : N L a"r -0 +j � O o A -d C C 0 L an L n- " o In c3v:.c. .o „ Q) E U tv U >%.� 0-0 CN0) tA p�aa) Cln-cE � -j U C ra A O au4_j -0 t- a) .0 4- V) -N �J Q 04-- O u u O 0 N N L a)-0� N.o0 -C C _' u •C C OOQOas o.o0v ;_, C u 4- a c -- 4- O C= 0�' U-2 u +, rtj :0Qa� NOL-ao c U r a) N o� �.C' .Nto0,,0 ��� J E'S,''uc .0 o c 0 N 4-) m > NN N LL -0.V2 2 E,2 ONCC(6 N .NJ r C-0 (z o 0-0 - �- 0 n L- L- c N N a) Q) -Q��Csa, -0 NLE c�cQc ra 00 - M0 .-0 C� >oUtA .� .a c u 'o N C N C 0) J 0 -0 ,4r, .I.J 0 C 0 LLE3 Cp�O�vO. ca U C y�a)oC t' on 'on 0V-c•tn N—LEO Q L E -J "aN'3C0 -00 a+4 -J O� �oncC� L cr 'm- LJ > 1- 0-w =30 'a u on o ai a) 'o .c E N C CL M.- C Uo00.0 a 3 �4- a) 0 •c ra V) ,C N NL N 3 N'0C>'U Ln C fCf a Ono EuRsa�; 3 -0.C -v u ra L ra E 'C7N�y'C�r N•O�0 0 N C 0 .0 C •C �-+ cu L a E-5 vo � 'DOCU an C a) O 'vi .1; O .0 -w N N -- 4-J L rt7 U aci E'C-0Q L- a E�,Noo C0•0aJa) L C >uc6L- L, Z Q ¢d mu � OJ �I— W �Q oN 47 � c�w az �? o� U= V L �Q A ){ )R BEAM RIGHT MINOR BEAM NOTES: DS TGA (9 1/4") BRACE INSERT W/ T21 LOCATOR PLUG AND 3/4" B14 COIL BOLT q N/A LENGTH N/A MINIMUM MAJOR CABLE LENGTHS MIN. CONC. LOWER UPPER STRENGTH AT LIFT PANEL WEIGHT "B" BASE REACTION "P" PANEL WEIGHT TO RIGGING AT LIFT INSERT RIGHT LEFT RIGHT 7110-9 1/4" OFFSET OFFSET OFFSET MINOR MINOR COMP. FLF..XURAL INITIAL LIFT QUANTITY N/A N/A N/A 30'-0" N/A N/A 3,000 PSI 550 PSI 39.0 K 7.0 K 32.0 K 4 BRACE TYPE TOTAL KEQUIRED BRACE I LENGTH 'L' I HORIZONTAL OFFSET 'X' BRACE ANGLE 'A 1 I BRACE LOAD BRACE SUPPORT I SUPPORT ELEVATION CGx: 6'-2 3/4" RIGGING DETAIL C G : 13'-6 1/2" T14 -MODEL B12 21'-2" 48.6 73,000 LBS SLAB 1 0'-0" CLY: 16'-6" R22 L, c�o0 ft7.�r- 4- 4..- 4- L= N 0-0N� mn C C N Ln C:-0 �- 0 a + O �:.- c=v3 �oE L Q)0 an E'No`c E-0 E ' N vo°i 'u � �, E c� oc��, .0 C >NCU � N 'a. -J = 0 u E>.uN CL LfuO-C uc .D :ter- uNc— Q� s L fa U —r fC ;Ln -p = 0 u N N 4-J (I) � -00rru �a)L-.L- L.= N.0 L- 4-J.0 ,-, ai 0 0 m on, +-' G c O �m Ot rY�a. ^o4-J� E (u N U mu � C,O 0-0 Ln CA QJ 4-J c -c E �4-J~ u f0 0 4-J 'C c M :E4— v O .,C L- < 0 C: -<0C: a-,DOO U 00-NcNi�L ,-'anu OL �-'fitN-0 c—U'CC 0OQORS N1✓ L- 4-. 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C > um ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVE@AOL.COM 111/■ ■■pl w w w. a r c h d y n, c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER 1826001339 PLAN SUBMISSIONS Ft REVISIONS LI SUBMITTAL: ISSUED FOR PERMIT REV.: SLAB ON GRADE REINFORCING A3 • .•'•.•...'.'•.'•.'•, •'..•'•',�. •:•.'.�.;`.'.•.� 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.® REV.: COFFEE PRODUCTION/GEN. COORD. 55 ............. �:`.•.�;• _ _ 10 MAY 2017 Lim CONSTRUCTION CO. N ;.i ^' �1 M JQa 00 m W rV00 w0 w 0 N W VAdm- :D Z 0mi "r 0LLI l ) U. Z Q Q r% Al %no ENGINEER SEAL / SIGNATURE ■ JONATHON T. SCHUCHMANN FL P.E. 60256 � ���illul►rrr � ♦ •••••S I Nq • NO. 2 6 1, :• S OF J' .• •• •.N ••♦♦ designed: CO / JTS drawn: KRG / JTS reviewed: JTS , project code: 20-16-1197 SHEET INFORMATION LIFTING AND BRACING P51 -P54 SHEET NUMBER • c� `oo M a y 0 10 a aJ rt3 }-1 a ON '0 L 0- 3: - S Ln Zn � L � you =E L ami SEs I- E Les 0 ELesO E -c E • L N Qui o,2'v C O C M >- 0 76 C .Q '> to N 'a.B c�0u E>,ua) L ;1..1 O u U C wL uQa �o 0Ua)vi ++ N c pi -00M L- as 12 (U 2-2 LL Q)f 40 CU -#.1-; O o +� C C 0 L m L .cYMa wo(A.o c3C:.c vE U U E '1; 0-0 E 40 ~ U C fo O N .a+.Q te.+ H a C L L in Z Q O—Ln O 0 U u O Q to a) L .,% On U C_ a) Q).C: a) -c +--+ .c '>, ^ O O c-'u'Ca ooQoM Ln t C 0 O � N O,-UaO o- c c �tn+U-'�O oC:co+ u.ou�u ,c . a a a) O MC L > U {n OU N N w c c0(A o�3cN ro. O 4-' O C pn C U O C i E'>. 4-' U O :p �O C O r Q)w a) N N (- L 0.0 a) 00UEw Q)a)aCfO a A•°o a, N 'y 4-J C C'o M Vf 00-0L0 a- C. (a o fl. L- L C a) H a)Oa.+:L2c .O u Q) L E C L CQ D RS O 0 O'1'OCcts > C U'n.- � U L C OA 1 u ou ;✓ .c -o o vI C In C a) LN 9+(U O -0 ^ 4 a-' +J C -c •� L 030 LLE COC L-ucrc v;avo,c DU412 -C.'N�''C N�LEo (U Ewa :o CU c0 �— Uc:L c - L .3 0- +-a >�0�� O-0Ucno U H C'C M CsroMC a) �, Y -0 auJC0Qc a N a) on L N Q) 0—.1.J� NH_ N rt3 0 C � N -o �U C C?A O of C cuian.l„ �'t7'C•U U C N L 'D 'A VI.0 pn�� O 'n c O .c (U 000c: onu CI) Oin+vr N L u ac, E'C.OpQ E°a-oar c" c c 0.0 O z ca -o 4-J o C c >U ate' ACTUAL PANEL WIDTH DS T110 SUPER LIFT INSERT L01 N I bo 0 31'-11 1/4" 1c) f):- F O 4 � U W a O a N � w Q O Z U C.� U W U) Q Z D J N 1 0". NOTE. AT EACH EDGE LIFT w INSERT PROVIDE A 5'-0" LONG t 103 #4 BENT TO A 30' ANGLE. 30' NOTE: FOR EDGE LIFT INSERTS (TI 10E), PROVIDE (4) P92P 8T FL149 ERECTION ANCHORS WITH SP20, P99D 8T FLO68S DISPOSABLE RECESS. V L MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: NONE LENGTH 24'-0" LENGTH N/A LENGTH N/A MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P" PANEL WEIGHT LIFT INSERT LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT T110E-P92P OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR COMP. I FLEXURAL INITIAL LIFT QUANTITY 8'-2" 8'-2" N/A N/A N/A N/A 30'-0" 1 N/A N/A 3,000 Sil 550 PSI 15.4 K 5.4 K 10.0 K 4 BRACE TYPE TOTAL BRACE HORIZONTAL BRACE BRACE I BRACE SUPPORT CGx: 15-2 7/8" RIGGING BRACE AS REQUIRED LENGTH V OFFSET'X' ANGLE'A' LOAD SUPPORT ELEVATION CGv: 3'-4 1/8" DETAIL REQUIRED N/A I N/A N/A N/A I N/A I N/A I N/A CLy: 5'-2 1/2" RE413 A(:IUAL HAP WIDTH DS T110 SU LIFT INSERT 00 i r` 26'-7 1/4" lo O U U W Uj O z CL N W < az 2 UW N Q S O J N NOTE. AT EACH EDGE LIFT INSERT PROVIDE A 5'-0" LONG #4 BENT TO A 30' ANGLE. 30' NOTE: FOR EDGE LIFT INSERTS (T110E), PROVIDE (4) P92P 8T FL149 ERECTION ANCHORS WITH SP20, P99D 8T FLO68S DISPOSABLE RECESS, ACTUAL PANEL WIDTH DS T110 SUPER LIFT INSERT LOi Ib I n A 26'-7 1/4" iN Z O F O Q W w O Z N W Q O Z S � U W fn Z D J N 1 OTE: AT EACH EDGE LIFT w INSERT PROVIDE A 5-0" LONG 104 #4 BENT TO A 30' ANGLE. 30'Cal NOTE: FOR EDGE LIFT INSERTS (T110F.), PROVIDE (4) P92P 8T FL149 ERECTION ANCHORS WITH SP20, P99D 8T FL068S DISPOSABLE RECESS. V A L MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: NONE Q X ffLENGTTH 24'-0" LENGTH N/A LENGTH N/A MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P PANEL WEIGHT LIFT INSERT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER STRENGTH AT LIFT WEIGHT REACTION TORIGGINGAT T110E-P92P OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR COMP. FLEXURAL, INITIAL LIFT QUANTITY 6-8" 1 N/A N/A N/A N/A 30'-0" N/A N/A 3,000 PSI 1 550 PSI 16.4 K 7.3 K 9.1 K 4 BRACE TYPE TOTAL BRACE HORIZONTAL BRACE BRACE BRACE SUPPORT' CGx: 13'-3 5/8" RIGGING BRACE S REQUIRED LENGTH'L' OFFSET'X' ANGLE'A' LOAD SUPPORT ELEVATION CG : 4'-3 1/2" DETAIL REQUIRED N/A N/A N/A N/A N/A N/A I N/A JCLy: 7'-8 1/2" 1 RE413 ACTUAL PANEL WIDTH DS T110 SUPER LIFT INSERT LO 26'-7 1/4" 1"' Z O cr F oa W w o z a Nw a J O N Q = Z cn Q 2 m =3 N \ rn" NOTE; AT EACH EDGE LIFT INSERT PROVIDE A 5'-0" LONG #4 BENT TO A 30' ANGLE. 30' NOTE: FOR EDGE LIFT INSERTS (Tl 10E), PROVIDE (4) P92P 8T FL149 ERECTION ANCHORS WITH SP20, P99D 8T FL068S DISPOSABLE RECESS. z P N U J W �z cQ z ci- (D d U of Q J_ J LY I— N Y U �OLd CD Of � o� Q C) w � LLJ w w I � o w c) z z C) , , , , , c°00 y- 4" w a) 0 -0 c(za)M 0 O� N N C L a) au oaE L v Es LU E'Ln0C E-0 E ' L N Q Eo. 4- 4- >' C OC�>+ C.0 CD '> a) N 0' -w :3ou E>,ua� C L +-1`°ou w .a L- 4-0 L4;�0 Q c u -r N N (C o u a) N 4-5 u N -00m >` L L 0 - Ca. a) L 4-1 � 4.1 4tO w C dJ ra on 4-J C C O �m t .c�n- wo c3�:E — -0 y,a;�rts 'U UO.0 'C7 p�Na) nnL E � �+ ~ U O m O N U i C� .W N — '--' L L N a � a�000 O HN L- 0 on u :3 -c O 4" .0 N -0 a— u,C C O O Q O rC N L L 4-j N 000:3 C U C� n. � c cN°j4-,a oc:.Eoz u.0u;,u C -a NJ O HCO U CuCa)V) �.0 o= N Nmo+,0 .c — t E'S,�u� oco a� N y �LO.va) 4o.40-uE`,c-) W2 c:c:m nn_ooW N Qa� m� ma va�0u L- L' C dJ Oa4-,:':�C N L CLCQC rtsOOwUO AU O -p C M� c-� j41 c6v-,.0 U -C C On (a I U OL' -C.0 H U O N O C N +-' C � •L L o u(co�o LLE o�0� U[2uC� of aU+0 C ouL N an 'y -E0 a [2< L- a) o Eula =va)'kD -Co NviQ;��' L cr L-3: a d1 FJ >"OA' -1 0 U p-bn O uLnC:am aD (ccs — 4-5Y. 0000'0 L C N L N N O'- > �.0 N M O U „C N y� N �0'0+J0 �. -0 N 'p c: C M 4-' U Ono n �urtsac„ �-0c�u rLC (a4•L E � N E -w c vO),O cn�� a) in C O C: '�= 4-J a E-0 a) 'v 0 8' aui C a) O '(A 04--j N u vEL- 0'�<t Eoo-oa) C0.O�o 0 4.; 4-.r C •I; C C >UO"m ACTUAL PANEL WIDTH DS T110 SUPER LIFT INSERT L01 A 26'-7 1/4" N 1 01. AT EACH EDGE LIFT 1 INSERT PROVIDE A 5'-0" LONG a O 1 0 7 / #4 BENT TO A 30' ANGLE. 30' w NOTE: FOR EDGE LIFT INSERTS (T110E), PROVIDE (4) P92P 8T FI,149 ERECTION ANCHORS WITII SP20, P99D 8T FLO68S DISPOSABLE RECESS. V A L [� MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: NONE pq q }{ LENGTII 1 24'-0" LENGTH N/A LENGTH N/A MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P" PANEL WEIGHT LIFT INSERT LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT T110E-P92P OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR COMP. FLEXURAL INITIAL LIFT QUANTITY 6'-8" 6'-8" N/A N/A N/A N/A 30'-0" N/A N/A 3,000 PSI 550 PSI 16.4 K 7.3 K 9.1 K 4 BRACE TYPE TOTAL BRACL' I HORIZONTAL I BRACE BRACE BRACE 1 SUPPORT CGx: 13'-3 5/8" RIGGING BRACE AS REQUIRED LENGTH 'L' OFFSET 'X' ANGLE 'A' LOAD I SUPPORTELF,VATION CG : 4'-3 1 /2" DETAIL REQUIRED N/A N/A N/A N/A N/A N/A I N/A CL : 7'-8 1/2" 1 RE4B ACTUAL PANEL WIDTH DS T110 SUPER LIFT INSERT LO 26'-7 1/4" 00 cc I I iC) C)¢ w O U U-1 O ¢ CL N F� d ¢_ �z ca �" v w cn u- ¢ S cz J N NOTE- AT EACH EDGE LIFT Y INSERT PROVIDE A 5'-0" LONG #4 BENT TO A 30' ANGLE. 30' NOTE: FOR EDGE LIFT INSERTS (T110E), PROVIDE (4) P92P 8T FL149 ERECTION ANCHORS WITH SP20, P99D 8T FL068S DISPOSABLE RECESS. ACTUAL PANEL WIDTH DS T110 SUPER LIFT INSERT LO( 26'-7 1/4" 1-0P: C)¢ O U d Ldo W _..1 z Nct� �- W U W (n N MOTE: AT EACH EDGE LIFT 1 0 INSERT PROVIDE A 5'-0" LONG 1 #4 BENT TO A 30' ANGLE. L30-� w NOTE: FOR EDGE LIFT INSERTS (T110E), PROVIDE (4) P92P 8T FL149 ERECTION ANCHORS WITH SP20, P99D 8T FLO68S DISPOSABLE RECESS. V I. MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: NONE LENGTH 24'-0" LENGTH N/A LENGTH N/A MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P" PANEL WEIGHT LIFT INSERT LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT T110E-P92P OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR COMP. FLEXURAL INITIAL LIFT QUANTITY 6'-8" 6'-8" N/A N/A N/A N/A 30'-0" N/A N/A 3,000 PSI 550 PSI 16.4 K 7.3 K 9.1 K 4 BRACE TYPE TOTAL BRACE. BRACE BRACE BRACE SUPPORT CGx: 13'-35/8" RIGGING B ACEAS REQUIRED LENGTH'L]HORIZONTALl OFFSET'X' ANGLE'A' LOAD SUPPORT ELEVATION CGy: 4'-31/2" DETAIL REQUIRED N/A N/A N/A N/A N/A N/A N/A CLy: 7'-8 1/2" RE4B Z O F= Vi U J f W Z NQ Z� O0 - U � c):f -J U —I J N Y U OO � o � LLJ 'n o 0 d LL- LLJ I— ry I— LLJ Z w I V) owo Z Z D t IN M� a 4-4 77� �fA M• �5 ea M.' u M• �r M. p� M) :E My w. Mr � �.- N �y M• M 06 r« , ' M? M+ O U M' �0 r_ a M� 46 o Mf yw� AI• W .M•J M' �y0 }Q�Ju u h N '^ M. E V 4.. M, 41 Z6 v v 6, C � O •r 4/0— M• � V/ M•! ?©c Ml •� •WI 49 n on o .�E ,r M • M• .i.a .G Md w. V M� V ~ �E 41 �7 K?li u a �nE r� tij ro e REFRIGERF,N E -AN NDENSATE DRAIN NOTE (' MELD R GE ANT LINE SETS AND CONDEN RAINS THESE LOCATO I I 20x12 �AN9=bfi -$tittBlNG EXTERIOR. DISC ARGE FROM �dNO 7Q GRASS OXED IN.BY'�A1Ef��. r I Fgrl15x18 OUTSIDE AIR 0 CFM Wri INTAKE LOUVER, 6 -�.�Di .USKIN EME D „ d DFM OR EQUAL; r._ ..... 60 NEC 1III RGI 2 CD1 p1 EF24 ji 6" NEC 5 CFM 6" EC RG1 20x12 B O E AUST DUCT GU7 I D2 � 8"0 nxOM DROP _ 245 CFM 0 CFM AHU c A. 8»0 NECK " RC1 L I F 20x12 _ _ "o I- RG1 wwMw 1 = 8"Oa4l 220 CFM I 0 NECK 'FM LN 6" NECK .. ' I RGII R�W� 1 • , 28D AFM 28Q CFM 8"0 NECK 8"0 NECK a4 I M 8"0 CD1 CD1 I O CFM 8*0 N CI 6� NECK RGI.. T" CD1 CD1 12x12 OJT! AIR x,05 C. K 2 -FM RG1 INTAKE 0� R. K N C 6 NECK RUS 0 C� •i 0 04 OR ESU L. 1CFM� B"05" X AUST TEF27 8 NEC � ww. ------------- RGi 1000 8" RG1 .....w RG1 RG1 I� CD1 CD1 200 CFM 2 0 CFM CD1 8"0 NECK 8 0 NECK I PO0 CFM NECK ray I CT WORK ON THIS PLAN IS TO BE RUN BELOW THE MEZZANINE IN THE OFFICES CEILING G SPACE. ( y . I a ( .A r4' I op d j NORTH I is - 28x14 DROPS JOCATE RG2 •. . IIHE RILLE IN ---INTD..SO . SOFFIT .-. -M r&OTTOM. - RG2 _. 31 LL SwG 8 12x12 �-8 2 1 26x14 _ AHU9 w� I i 100 CFMcv r,I L wwwrw .«w _j$x8 FAC w---- --- 2,11 �' MEZZANINE I ,r� � SD 8x8 OUTSIDE �.�....� AIR DUCT. A: I swG SIO CCS -10 SW, (2-9 ECS -9 580 'C 0 C 18X1$ OUTSIDE AIR,, SWG 580 CFM 58! CFM �sO �� � �� �s0 CFM 12x12 FACE 12x1 FACE 12x12 FACE 12x12 FACE 12x12 FACE INTAKE LOUVER, T pSAHU2 RUSKIN EME520MD I 1.5 TONS CAPACITYR EQUAL. WALT. MOUNTED NOTE: ALL DUCT WORK ON THIS I t P N IS TO BE RUN "THIN THE j FIELD ROUTE CONDENSATE PIIMP P DUCTION AREA CEIUNG I DISCHARGE PIPING TO THE N I TH S IT SPACE, `; I SIDE BUILDING EXTIERIOR, RO EQ -8 :REFRIGERANT LINE S %MIL -• )-al—JANITORS CLOSET I Q =-4 FQ"� BELOW STAIRS. _..w_w..___w_www-w_w«w.,.–_www__w..__r_«wwww–.._w..w .ww-w..–w_ .._ww ,wwww..___- ---- ...ww_ww..w..w-- 1 I r Q d A, I • IA Q' �r wwwwxwrrwwrrwM..w•wwrwwm.+..w.r..rw...ww+.......nwr•..www..----...•:------------ +--- wrarnww•ww.wwr.wpr—nrww., wwww,y .....www+.wrvww«wwwwr—w.r...wrwww..wr F F F F • ..,Tw. ww a.r.....w..•.arrwr.rrww... "` '�+wrr..« ur.« . «1 Y • I I I I I I I ;• I . w......,.w.�. I . .__w..�..w ...«........ I .............,_ ........._ .�.. I . .•..._.....+.... I . �..•....�.. .w......•..:_... .._._. I I I i .� I I I I � I -� I ......w..w.....I ' «•..�..._.� • i _...�.�« . � _w_..w...w.w. •......-w.w... r• �..�.. I Lw.w. w .. wwwww w. w. I I 20x12 ROP"; FROM A U8 w. F 1AauTiD alp INTAKE LOUVER, ww "_ RUSKIN EME522OMD 6x6 OUTSIDE AIR TO AHUS AHUS �• �0 OR Q A 200 CFM 200 CFM S"� NECK •.' ' s � NECK Cd1 CD1A I T COFFEE ROASTING MACHINES (EQ -1) EXHAUST STACK NOTE: 2,00 . CFM 200 CFM EACH ROASTER HAS A 32"0 DOUBLE WALL VENT STACK FOR THE AFTER BURNER SECTION AN I G1 8 NECK 8 0 NECK r D A 400 MM. COOL AIR VENT STACK, THESE COMPONENTS ARE BY OTHERSY GENERAL CONTRACTOR " IS TO PROVIDE A SUITABLY SIZED CURBEC ROOF OPENING FOR THESE STACKS. COORDINATE THE I~C -1 L EXACT REQUIRED STACK CURB LOCATIONS WITH THE EQUIPMENT VENDOR AND INSTALLER. I XL Q 11 I t�• 1 L I:i '13 4x1.2 18x18 OUTSIDE AIR,- � w.. � I INTAKE LOUVER.. RUSKIN EME52OMD '. AHU10 OR EQUAL, x6 OUTSIDE AIR TO, AHU10 NOTE• A .L. DUCT WORK ON THIS UTSIDE AIR TO AHU7 PLAN S TO BE RUN ABOVE THE 8x8 OUTSIDE; OBSE 11ON ROOM CEILING' AIR DUCT. SPAC . 20x12 DROPS: AHU� FROM AHU7 ':a -• � • rr .��� _.w,.��. .��....w yp �t *' ElfflMAN I E NLARGEGROUND FLOOR HVAC PL N �5 NEDRAwiNO W� Int �Ay am P*bw wpTi2M-60► Qr, PAX, (407) (4073�;aa 7C!"i4PARTIAL, r HVAC PLAN 2 SCALE : 3l16" = V-0" @ cop/rot goty SWAM aq!M No. FLI EB 4000Moo t..d �r 3 r r Y t 'sl rtG S� t c,r r� in 1 A v< d , .+Y'� 4 nay '� {•uM A � Y z ARCHITECTURAL DYNAMICS, INC 1816 PICKFAIR STREET • ORLANDO, FL 3280 PH 4&697'5461 ARCHSOLMAOLCOM I 0116620ilp 1 161 milMIM'I w w w. a r c h d n c. o, m ARCHITECTURAL CORPOR016N R@GISTRAfIOfI NUMBER AAMOpi364 INTRRIOR OES10 REGISTRATION NUMBER 1826001339 . PLAN SUBMISSIONS 11, REVISIONS PERMIT: 20 JUDY 2016 REVISION: ADDITION OF COFFtE AREA 31 MARCH 2017 RE'llil N: ADDITION OF COFF.EE AREA& , 10 MAY 2017 rAc Klm� e t4 -, CONSTRUCTION CO. WON GENERAL CONTRACTORS n1 ,..� U. 1 � +;�, .i Lu Inn o4z ARCHITECT SEAL L SIGNATURE 4� �W KEPIN��M �L,�E P.E. 3� 'c � r r r i SSI c 19 drawnl EIERMANN i EIERMANN r ;ojactcode;. 2016 25 lrnz�n; SNEtT NNFORMATION BUILDING #1 2 PARTIAL Et ENLARGED HVAC PLAN SHEET NUMBER M1 e5 7 044 ha rii ra �M ,6 r» 0 R� U CU AA t.► 3. cucis 5 4� = ra �. a E3. cu+j E irk i1 6 6 t"iY IA W u ,lz i ro wo fiJ a) V C,� � y4pJ1 N *� a c i:a i� r ,i. a 0 .� a p 411 Nq (1i Q t7 � r0 j; ro Z ro ''SICU vi t: v► E rct { A� ,•-• 0 E2 0 In C.) 'C"n tA c� a E Oft A w 0EN KA ALL CONTRACTORS SHALL THOROUGHLY FAMILIARIZE'THEMSELVES V47H :THE EXISTING CONDITIONS OF THE PROJECT PRIOR TO COMMENCING WVOK ON THEIR BIDS. 1. THESE DRAWINGS ARE DIAGRAMMATIC AND ARE PROVIDED .TO CONVEX THE INTENT OF THE DESIGN, CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTING CONDITIONS AND SHALT„ CONSULT WITH THE AR* IT CTfENGINEER OR HIS REPRESENTATIVE CONCERNING ,FIELD CONE I ONES THAT PRECLUDE THE CONSTRUCTION OF THESE PLANS, MODIFICATIONS DUE TO FIELD CONDITIONS SHALL BE MADE ONLY AFTER THE ARCHIlECT/FNGINMR OR HIS REPRESENTATIVE HAS OVEN HIS APPROVAL. 2. ALL WORK SHALL COMPLY WITH THE FLORIDA 2014'(5TH EDITION) MECHANICAL CODE. 3, ALL NEW RECTANGULAR SUPPLY AND RETURN AIR DUCTWORK SHALL BE FOIL FACED ANTI -MICROBIAL FIBERGLASS DUC780ARD. ALL DUCTWORK FABRICATION, INSTALLATION, AND SUPPORTS SHALL CONFORM TO SMACNA STANDARDS, ALL DUCTWORK SHALL BE .1 PRESSURE CLASS UNLESS NOTED OTHERWISE. DUCTWVORK. SHALL BE INSTALLED AIR TIGHT AND NOISELESS. ALL DUCT SUPPORTS SHALL BE $0 CONSTRUCTED TO TRANSMIT NO VIBRATIONS TO THE BUILDING STRUCTURE. SIZES INDICATED ARE INSIDE 42.EAR DIMENSIONS. DUCTWORK ROUTING SHOWN IS DIAGRAMMATIC, ROUTE DUCTWWORK AT RIGHT ANGLE TO BUILDING WALLS WITH SMOOTH TRANSITIONS. 3h,, ALL EXHAUST AIR AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL, FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA STANDARDS. 3a. ALL DUCTWORK JOINTS AND DUCT WRAP .JOINTS SHALL BE SEALED USING FIBERGLASS MESH AND DUCT MASTIC. (DUCT TAPE NOT ALLOWED). 3d. ALL FIBERGLASS DUCT SHALL BE MINIMUM 1-1/2*2 " THICK WITH R-6.0 MINIMUM. FIBERGDUCT MATERIALSINSTALLATIONAND SHALL COMPLY WITH THE FLORIDA ENERGY CODE REQUIREMENTS. 4. FLEXIBLE bUICTW K SMALL BE METAL HELIX WITH SMOOTH POLYMER LINER, MECHANICALLY LOCKED WITHOUT ADHESIVES, INSULATION SHALL BE FIBERGLASS (MINIMUM R=6.0) AND SHALL HAVE A FIRE RETARDANT REINFORCED ALUMINUM SHALL MEET OR EXCEED UL 161 FOR CLASS 1 AIR DUCT, ALL DUCT SYSTEMS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE APPLICABLE S.M.A.C.N.A. DUCT CONSTRUCTION STANDARDS. CHANCES OALC)NGEE CE�NT� LINE �" THE DUCT. OF ONE DUCT DIAMETER 5. PROVIDE ALL ELECTRICAL WORK REQUIRED TO `'PLACE THE NEW MECHANICAL SYSTEM IN OPERATION. ALL WORK SHALL BE IN ACCORDANCE WITH TWEATIONAL ELECTRICAL CODE AND LOCAL CODA: REQUIREMENTS. ELECTRICAL REQUIREMENTS INCLUDE MECHANICALLY RELATED ,CONTROL WIRING. 6. PROVIDIERNING . VANES IN A L CHANGES OF DIRECTION 77 DEGREES AND LARX. PROM E DUCT LITTERS IN ALL BRANCH DUCT CONNECTIONS, SIZE THROAT AREA OF THE SPLITTERS IN PROPORTION TO THE. DESIGN AIR FLOW .RA11~S TO ACHIEVE EQUAL VELOCITY IN EACH LEG OF THE SPUTTER. 7. DO NOT ROUTE DUCTWORK THRU ELECTRICAL EQUIPMENT SPACES. WHERE DUCTS PASS OVER ELECTRICAL EQUIPMENT, ,PROVIDE A DRIP PAN AND DRAIN LINE TO FLOOR OR GUIDE IN A CONSPICUOUS LOCATION. t1, AIR DISTRIIIUTION TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. AIR INLETS AND OUTLETS: PROVIDE DIFFUSERS, GRILLES AND REGISTERS AS INDICATED SIZED TOPROVIDE NOISELESS OPERATION AND PAINTED WITH THE MANUFACTURER STANDARD ENAMEL PAINT. CCiL. AS INDICATED OR AS SELECTED BY ARCHITECT. BORDERS, FLANGES AND HARDWARE SHALL BE PROVIDED TO SUIT THE TYPE 'OF CEILING FOR THE SPECIFIC INSTALLATION. PRO DE FLANGED BORDERS FOR SURFACE MOUNTING ON HARD CEILINGS 5UC H AS PLASTER, DRYWALL, AND THE LIKE. 0. INSULATE OUTSIDE AIR DUCTWORK WITH MINIMUM 2" THICK . LS DENSITY, FIBERGLASS DUCT WRAP INSULATION HAVING AN INSTALLE6 R AWE OF 6.0 AND PROVIDED WITH.FACTORY LAMINATED, REINFORCED FOIL KRAFT VAPOR RETARDER FACING. INSULATE BACKS OF' ALL GRILLES A D REGISTERS. 16. CONDENSATE DRAIN LINES SHALL BE TYPE L COPPER TUBING, ASTM B88. HARD :TEMPER WITH SOLDERED JOINTS 0R SCHEDULE 40 PVC PIPING WITH SOLVENT. WELD JOINTS. PROVIDE A CONDENSATE TRAP AT .THE AIR HANDLING UNIT. THE TRAP SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMEN'T'S. PROVIDE CAPPED TE>~S ON THE ENTERING AND LEAVING SIDE OF THE TRAP, FOR CRNOU . MECHANICALLY INSULATE CONDENSATE DRAIN PIPE WITH 1/2 FOA RUBBER. 11. DISPOSE bF NEW AIR CONDITIONINO SYSTEMS CONDENSATE IS INDICATED. FIELD ROUTE DRAIN LINES IN A MANNER ASAEQUID BY LOCAL CODE REQUIREMENTS AND IN A MANNER MEETING E AP ROYAL OF THE AUTHORITY HAVING JURISDICTION. 12. ALL HVAC SYSTEMS SHALL BE BALANCED TO THE AIR QUANTITIES SHOWN AGAINST THE ACTUAL STATIC PRESSURE REQUIREMENTS OF :THE INSTALLED SYSTEMS. CONTRACTOR SHALL PROVIDE POSITIVE MEANS FOR BALANCING EACH INDIVIDUAL AIR OUTLET AND INLET. A CERTIFIED TEST AND BALANCE REPORT IS REQUIRED FOR REVIEW OF THE OWNERS REPRESENTATIVE. 13. INSTALLATION OF HVAC EQUIPMENT $HAL COMPLY WITH THE MANUFACTURER'S SPECIFICATTt)N/2AND CLEARANCE REQUIREMENTS. INSULATE REFRIGERANT SUCTION INSTALLED OI1jTSIpETHICK FOAM RUBBER PIPIT INSULATION. WVEATHER COAT` INSUL.A71ON 14. REFRIGERANT LINES SHALL BE SEAMLESS. COPPER TUBE, ASTM 0 2 TYPE ACR. HARD, DRAWN STRAIGHT LENGTHS AND SOFT' ANNEALED COILS. TUBING SHAD. BE FACTORY.CLEANEDo READY FOR INSTALLATION AND. SHALL HAVE TUSING ENDS CAPPED PRIOR TO SHIPPING TO PROTECT THE CLEANLINESS OF THE TUBING. FITTINGS $HALL BE WROUGHT COPPER ,ANSI 818.22, STREAMLINED PA N. BRABRAZING FILL METAL SHALL BE TAWS A5.& CLASSIFICATION BA9 1 SILVER), ..w .►........� ...�.. ........... �........� _.. 15, 16, SMOKE DETECTORS SD , SHALL BE INSTALLED RTU PROVIDING OR THAN 2000 CFM. tCESSIVE HEAT IR SIGNAL FROM THE Em A S LL BE FURED BY .OTHERS TO INSTALLATION. WIRING SHALL BE BY OTHERS, IN THE RETURN AIR DUCTS OF ALL To PROVIDE SHUTDOWN INCASE OF FIRE ALARM SYS THESE THE MECHANICAL TRACTOR FOR AIR DISTRIBUTION S HE'I UL PLAN DESCRIPTIO N MATERIAL FINISH MANUFACTURER MARK PENN VENI1LATOR PENN VENTILATOR FIRST FLOOR OFFICES MODEL No. CD1 H16H CAPACITY ADJUSTABLE LOUVERED FACT~ M MODEL ZEPHYR 6 Z YR � H TITUS ZEPHYR ZSW, SUPPLY AIR DIFFUSER WITH BORDER SUITABLE FOR T BAR LAY ALUMINUM WHITE CEILING MOUNTED 13.0 IN CEILING APPLICATION. ROUND NECK SIZE ON PLAN. :CABINET FAN CABINET FAN IMSA -SAA DIRECT HIGH CAPACITY ADJUSTABLE LOUVERED FACE DIRECT NICE TITUS CD2 SUPPLY AIR DIFFUSER WITH BORDER SUITABLE FOR GYPSUM ALUMINUM WHITE OdPANCY,SENSOR ELECTRICAL) OCCUPANCY SENS ELECTRICALAl BOARD CEILING APPLICATION. ROUND NECK SIZE ON PLAN. 32.0 S E IMSA -SAA RG1 EGGCRATE RETURN GRILLE SIZE 2424 WITH BORDER SUITABLE ALUMINUM WHITE 'BTUs FOR 15 MINUTES FOR T BAR LAPIN CEILING INSTALLATION FOR 10 MINUTES PERFORMANCE ATA 50F R0 EGGCRATE RETURN GRILLE SIZE 3644 WITH BORDER SUITABLE ALUMINUM WHITE mus 50 FOR GYPSUM BOARD CEILING INSTALLATION, 80/6 ' 00/67 60/67 PRESSURE INCHES/H20 HIGH CAPACITY ADJUSTABLE LOUVERED FACE SIDEWALL 0.375" 0,375" TITUS SWG SUPPLY AIR DIFFUSER WITH BORDER SUITABLE FOR GYPSUM ALUMINUM WHITE 106 WATTS 79 WATTS BOARD CEILING APPLICATION. FACE/NECK SIZE ON PLAN. VOLTAGE y Z 120/1/60 300 FS 1 160 I. PROVIDE EXTERIOR INSULATED SHEET METAL SQUARE TO ROUND ADAPTER AS REQUIRED. 2. PROVIDE DUOT PLENUMS FOR DUCT ATTACHMENT AND PAINT INTERIOR OF DUCT PLENQM FLAT BLACK WHERE DUOT MATERIAL IS VISIBLE THRU GRILLE. 3. WHERE DIFFUSER OR GRILLE IS TO BE INSTALLED IN A HARD CEILING OR DUCT PROVIDE MOUNTING FRAME OR A FLANGE ON THE DIFFUSER FOR SURFACE MOUNTING. COORDINATE WITH ARCHITECTURAL ' REFLECTED CEILING PLAN, 4, PROVIDE BALANCING DAMPER, USE BOWDEN REMOTE CABLE CONTROLS CONGEALED CEILING REGULATORS FOR ALL GRILLES INSTALLED IN A HARD CEILING. OMIDE AIR CALCULATION BASIS OF DESIGN: FLORIDA MECHANICAL CODE 2014 TABLE 403.3 OUTSIDE AIR REQUIRED VOLUMES OFFICE SPACE: 2763 SF x .06 CFM 166 CFM 26 PEOPLE x 5.0 CFM 130 CFM TOTAL 296 CFM BALANCE AHU7 AND AHU9 TO 110 CFM EACH. PRODUCTION SPACE: 39DO SF x ,06 ON 234 CFM 3 PEOPLE x 5.0 CFM tm . 15 CFM TOTAL 249 CFI BALANCE AHUD TO 250 `CFM. OBSERVATION FACE: 720 SP X .06 CFM Weft 44 CFM 33P� x5.0,CFM 15 CFM TOTAL 59 CFM BALANCE AHU10 TO 100 CFM. NOTE: PEOPLE COUNTS PROVIDED BY THE OWNER: IEXHAUST FAN SCHEDULE UNIT NUMBER EF24 AND 025 EF26 EF27 MFGIR. PENN VENTILATOR PENN VENI1LATOR PENN VENTILATOR FIRST FLOOR OFFICES (OR EQUAL) (OR EQUAL) (OR EQUAL) M MODEL ZEPHYR 6 Z YR � H ZEPHYR 25H ZEPHYR ZSW, MINIMUM EER/IPL SEER. V ( ) CEILING MOUNTED CEILING MOUNTED CEILING MOUNTED 13.0 CABINET FAN :CABINET FAN CABINET FAN DRIVE DIRECT DIRECT DIRECT NICE TOILET MOP SINK TOILET INTERLOCKS OCCUPANCY, SENSOR (SEE ELECTRICAL) OdPANCY,SENSOR ELECTRICAL) OCCUPANCY SENS ELECTRICALAl HEATER MIN, CKT. AMOS INCL HEATER) 32.0 S E (SEE 320 SET SENSOR TO RUN SET SENSOR TO RUN SET SENSOR TO RUN 60 FOR 15 MINUTES FOR 15 MINUTES FOR 10 MINUTES PERFORMANCE ATA CONDENSATE DRAIN TOTAL COOLING CAPACITY STUH AIR FLOW (CFM 100 50 50 EXTERNAL AIR TATIC 80/6 ' 00/67 60/67 PRESSURE INCHES/H20 0.376' 0.375" 0,375" ELECTRICAL DATA HEATING SECTION INTEGRAL WITH AHU HORSEPOWER 106 WATTS 79 WATTS 79 WATTS VOLTAGE y Z 120/1/60 120;1 60120 1 160 NO 1 1 1 Bon 1. PROVIDE COMPLETE WITH BACKDRAPT DAMPER. CEILING GRILLE, AND SPEED CONTROLLER FOR BALANCING. DUCTLESS SPLIT SYSMM AIR CONDITIONER SCHEDULE F QED C(E ROOT: DSAHU2 SCU2 1.5 TON CAPACITY COOLING CNJLY: DSAHU2 INDOOR UNIT: CARRIER 40 GVC 0183 (OR EQUAL) INDOOR UNIT TOWERED FROM OUTDOOR UNIT, DSCU2 OUTDOOR UNIT: CARRIERGVC 018-"3 (OR EQUAL) 1&0 MCA/25 MOCP AT 208/170. SYSTEM SEER: 16.0 PROVIDE WITH CONDENSATT PULP. PROVIDE WITH REFRICERANT UNESETS AND REMOTE CONTROL SPLIT SYSTEM SYSTEMS COMPLY WITH FLORIDA 2014 MECHANICAL CODS, t TAG AC -7 ACwB AC -9 AC -10 AREA SERVED FIRST FLOOR OFFICES FIRST FLOOR OFFICES PRODUCTION AREA OBSERVATION AREA NOMINAL TANS 3,$ 3,5 7.6 2,0 MINIMUM EER/IPL SEER. V ( ) 13.0 13.p 11.2/11.4 13.0 FAN SECTION AHU-7 AHU-8 AHU-9 'AHU-10 CAPACITY (CFM) 1400 1400 3000 800 OUTSIDE AIR ELECTRICAL DATA V/PH/HZ 110 206/1/649 110 208,/1/60 250 203/3/60 100 208/1/60 HEATER MIN, CKT. AMOS INCL HEATER) 32.0 X2.0 52.9 320 MAX. OVERLOAD ROT. INCL 5O 50 60 5O COOLING SECTION CAP ON CONDENSATE DRAIN TOTAL COOLING CAPACITY STUH 4004 44000 95,300 24,000 F ENTERING AIR TEMPERATURE T 80/6 ' 00/67 60/67 60/67 V) 0 HEATING SECTION INTEGRAL WITH AHU INTEGRAL WITH AHU IN WITH AHU INTEGRAL WITH AHU HEATER TYPE ELECTRIC RESISTANCE ELECTRIC RESISTANCE ELECTRIC RESISTANCE ELECTRIC RESISTANCE CAPACITY 5.0 kw 5.0. kw 11.3 kw 6.0 kw CONTROL STAGES 1 1 1 1 DISCONNECT SINGLE POINT SINGLE POINT SINGLE POINT 3 SINGLE POINT ; ELECTRICAL DATA V/PH/HZ 20f1 1 /00 22YI160 1 60 208/3/66 208/j/60 FRONT ACCESS FILTER x THICKNESS (IN,) 1. 309E PLEATED 1" 30% PLEATED f M PLEATED 1" 30% PLEATED CONDENSING UNIT CU -7 CU -8 CU -9 CU -10 NUMBER OF COMPRESSORS 1 1 1 1 O.A. AMBIENT DESIGN TEMP 950 SKEET INFORMATION ELECTRICAL DATA V/PHf H2 I= 20s�1 OO 2 0 206/1/60 28. 200/37/60 2088/1/60 MIN. DR. AMPACITY .V SHEET NUMBER 8. 0 MAX. BR. CKT. AMPS 40 40 40 45 BASIS OF DESIGN AIR; HANDLING UNIT MFGR, CARRIER (OR EQUAL) CARRIER (OR EQUAL) CARRIER (OR CARRIER EQUAL.) MODEL FV4CN8003LDO FV4CN8003L04 .EQUAL) 40RU06 ,(OR FV40NBO03LOO CONDENSING UNIT HORIZONTAL HORIZONTAL HORIZONTAL VERTICAL MFGR. CARRIER (OR EQUAL) CARRIER (OR EQUAL) CARRIER (OR EQUAL) CARRIER (CTR EQUAL) MODEL, 24ABC642AQOS 24A§C642AO03 38AUZO6 �4ABC420003 NOTES: 1. REFRIGERANT LINES SHALT, BE SIZED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS tOR THE DEVELOPED LENGTH OF RUN. 2. PROVIDE CARRIER HEAT COOL CIN/OFF/AUT6 PROGRAMMABLE THERMOSTAT .AND COMPATIBLE REMOTE AVERAGING SENSORS. 3. PROVIDE FRONT OF UNIT FILTER ACCESS FOR ALL AHU'S. 4. FIELD ROUTE ALL REFRIGERANT LINES FOR AHU'S TO REMOTE CONDENSING UNITS (CU). , RETURN AIR wy i 4 y �F "'at h� jtl 4', P ➢ +Yh A.�,n i oyJ DUCT 4 SUPPLY AIR DUCT AI...OUTSIDE AIR T DDUC s 4e. t }1 sr f s t 3y f ti} 1 e#j+*r ..,.SMOOTH DUCT TRANSITION MOTORIZED ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET ORLANDO, FL • 32501 OUTSIDE AIR NSI!■ NITWIT 0 r c, h d y n e o m DAMPER PLAN SUBMISSIONS Et REVISIONS PERMIT: MANUAL REVISIOW.'-ADDITION OF COFFEE AREA Z , BALANCING REVI5IOW. ADDITION OF COI FEE AREA 10 MAY 2017 DAMPER SUCTION AIR HANDLER AND., LIQUID M c Kee w ,t CONSTRUCTION CQ. REFRIGERANT r . LINES u>>„ FILTER RACK �..�.. __..�, 2» -.STEEL ANGLE SUPPORT FLAME TRAP l REMOVEABLE FLOOR CAP ON CONDENSATE DRAIN INSULATED SHEET METAL, PLENUM CONDENSATE DRAIN FULL SIZE OF CONNECTION. . U lN_, AU P -ML ROUTE TO NEW DRYWELL., NO SCALE SIZE OF UNIT CONNECTION. PIPE TO FLOOR DRAIN. (DRAINS ARE PIPED TO STORM). SUPPLY DUCT sI.PEPm SUPPORTS to REm). 'ROUTE REMIGERANT LINES TO SIZE, TO PROVIDE SUITABLE UNIT CONDENSERS ON ROOF PLATFORM DECK. INSTALLED HEIGHT TO ALLOW FOR INSTALLATION OF CONDENSATE DRAINS WITH PROPER SLOPE TO HORIZONTAL DRAIN. FAIR HANDLIN UNIT . D***TAIL NO SCALE NOTA:: VERIFY EXACT LOCATION OF AHU'S WITH ARCHITECT AND 'OWNER, -�-� MANUAL BALANCING DAMPER RETURN DUCT OUTSIDE AIR DUCT MC)TORIZED .OUTSIDE PPORT FROM STRUCTURE ALL THREAD HANGER ROD (3/6" MIN,) -»- SUPPORT FROM STRUCTURE �.. 1 1/2" STEEL STRAP SHEET METAL SCREW. "CRIPPLE HANG FAST" LOAD RATED CABLE SUSPENSION SYSTEM DUCT SUPPORT IS ALSO ACCEPTABLE. 8SUPPOM NO SCALL. ORT IFROM STRUCTURE X12 WIRE. METAL ' CHANNEL "GRIPPLE HANG FAST" LOAD RATED CATTLE SUSPENSION SYSTEM DUCT SUPPORT IS ALSO ACCEPTABLE. I A S _=T SUPPORT REFRIGERANT PIPING, ROUTE TO AHU. SIZE PER MANUFACTURERS REQUIREMENTS, UNIT DOLT UNIT TO STRUCTURE. AT ALL POINTS PROVIDED BY MANUFAC RERS 8OLTDOWN PATTERN, MINIMUM 4 POINTS.) S UCTURAL STEIN DOLT DIM TO MATCH R PLATFORM UNIT OPEN S. WNDENSING AIT.. NO. SCALE BOOT TAP FITTING OR MIN 1 1 2" WIDE SPIN;, -IN FITTING STEEL, STRAP MAXIMUM ALLOWABLE LENGTH W/Alk SCOOP AND HANGER (TYP.) OF FLEX DICT IS CODE* MAXIMUM VOLUME DAMPER PROVIDE ROUND RIGID SHEETMETAL DUCT AS REQUIRED IN HORIZONTAL RUN -OUTS. INSULATE WITH 1-1/2" MANVILLE MICROLITE. SCALE __31 RIGID DUCT `F- BAR FRAME NO� SCALE BIRDSC ROOF SUPPORT FROM STRUCTURE --�-r-1 1/2* STEEL. STRAP. NEW DRAWING; INSULATION :LF FL.ASHINGb INSULATED �7cmRY CuRs SCFING BY OTHERS JOT � wy i 4 y �F "'at h� jtl 4', P ➢ +Yh A.�,n i oyJ L 4 s 4e. t }1 sr f s t 3y f ti} 1 e#j+*r ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET ORLANDO, FL • 32501 PH4078975*1, ARCRSOLVEPAOL.COM NSI!■ NITWIT 0 r c, h d y n e o m ARCHITEL7URA` CORPORATION R""STROION NUMBER AA26002314 INTErR10 GESIOM REGISTRATION NUMBER 1816001339 PLAN SUBMISSIONS Et REVISIONS PERMIT: ,t?''::.;;;•',; 20 JULY 2016 REVISIOW.'-ADDITION OF COFFEE AREA Z , 31 MARC M 2p17 REVI5IOW. 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TO EWH DETAIL. rr....,.1.,I/.?~«"H�cCW.�RR..._; �IXTIN .i VEL, �,s .-•_. .......+...,.,.M.... ter. .+..,,, " ":�I ROP TO TURF, LAV 1-1/4"H&CW DROP T Eft 1/2 H&CW RI ER FROM HS TMV EWM FIRST FLOOR ONNECT TMV HWJANITORS CLOSET TO SK2 FUXTURE, WC MS BELOW STAIRS. i • Be=7 a_iLy AV 1 _v_ I I •' TMVHS &C / 1 2" O 3/4"H&CW' DROP TO BACK TMV _ HS H W DR TO BACK FIXTUR.1, TMV TO FIXTURES. O 3—COMP SK 3/4 H&CW DROP TO BACK TO 'BACK FIXTIURE: I 3—COMP SK n 3/40CWI DROP TO EEW FIXTURE. EEW MEZZANINE OUTLINE ' 1/2"CIN DROP i O FIXTURE. EWC a• r x 1 2"DW DROP T V{ 1 /2"H&CW DROP TO BACK CONTINUE WITH 1 "CW TO � �b TO BACK HLAV FIXTURES, ..• � HLAV IWH-11 BELOW HLA `AND RUN `. TO ( 1/2"CW DROP TO BACK -FIXTt1 -- TO BACK HWC FIXTURES. IWH-1} 1/2"CW DROP TO FIXTURE. 1 /2"CW DROP TO FI RE,j 1 "CW DROP TO FIXTURE. ,ti r .41 a CONNECT NEIN 2"CIV TO EXISTING SAME:SIZE OR LA ER; FIELD VERIFY SIZE AND LOCATIO PRIOR TO CONSTRUCTION. NORTH eCW RISER REFER TO N ELARGED"DOMESTICWATER' n d FLOORO% P�,�, SHELL DRAWINGS, SCALE 3110° 11-011 NORTH «yGilf ENLARGED"' DOMESTIC WATER I st FLOOR PLAN- 2 SCALD: 311" 11n11 A5'. ENTIRE SHEETF3 co"L.m Do m 10f Warr Avftw OrhrWo, � 028 TELE- N 0107) -I FAX, (407) 2W7420 E -MAL, JEEIAOL40M F•"LOA E1:3` 400 W JC 14 9017-47 ARCHITC4TURAL DYNAMICS, INC 2816 I�ICKFAIR STREET • tJRLAWDO, FL • 328Q3 PHgO7w5*1 WH50l,AWLCOM INIpI� 111111 w w w, A r c h. d y n c o rn ARCHITECYURAI. CORPORAnoN R ITRA jION NUMBER 11x6002364 INTERIOR OESICIN RECitSTRA'1'ION M MSCR 1826001339 PLAN SUBMISSIONS It- REVISIONS PERMIT: 20 JULY 2016 REVISION: AbDITION OF COQFE E RE�i �►. 31 MARCH 2017 REVIMON: ADDITIOIN OF COFFEE AREA A& ..�!' . •''S' 0 MAY 2017 , I . I , , Me Kee ;s-. CONSTRUCTION CO. GIENIERAL CONT'RACT'ORS a A y5 i rti 1 rT�7 0 0 uj ca z ARCHITECT SEAL 1 SIGNATURE KENNETH L. EIER ANN P.E. .vi•I 0761 0761 Zz //rllln�� t drmwn; EI ERMAN N revlewedi EI ERMAN N protectcade5 2016- 25 y tmzln: SI IBBT INFORMATION BUILDING #1 i PAK I IAL Ft ENLARGED PLUMBING PLAN SHEET NUMBER +W�,rn•r1rrY+Mw�M1�w�N1Yr.+yly,A,y v2o4 , I . I , , 0 COMPRESSED AIR PIPE — ROOF STRUCTURE. - BEAM CLAMP OR PURLIN CUP 1XI I HANGER ROD COUPLING ALL THREAD ROD PIPE HANGER SHUT OFF VALVE —COMPRESSED AIR PIPE DROP ON WALL F & M RING SUPPORT OR SIMILAR —QUICK CONNECT ON 45" ELBOW 3" MAXIMUM' FROM SUPPORT TO QUICK CONNECT -CA.. WALL . DROP DETAIL NOT TD SCALE TOTAL GAS CONSUMPTION 2014 FLORIDA FUEL OAS CODE, TABLE 462.4(7) DROP I-!4/4*CA LOP TO RUN BELOW MEZZANINI. ROASTER ROASTER ROASTER (FUTURE) 3,500,000 BTU 3,500,000 BTU 31500*000 BTU TOTAL PIPE LENGTH $o I TOTAL BTUH 10,500,00 BTU TOTAL CFH 10,500. CFH CFH PIPE, SIZE 2 NOTES: PROVIDE MAXTROL 326-L SERIES REGULATOR, BUILDING #1 - SCALE: 1/8" - I' -Oil DROP 1 -1 /4`CA LOOP TO RUN BELOW MEZZA RUN 1-1/4"CA LOOP TIGHT TO ROOF STRUCTURE - 1/4 it 0WR-RU0 WRIM MOWMIEZZAN NE (,-Q-9 f -r -Q-9-1 1"CW WITH SAME SIZE SHUT OFF VAL) E FOR FUTURE CONNE'#TION. ITED I I EQ -4 L_ /4*CW RUN 1-1/4'CA TIGHT TO ROOF k$TRUCTURE. REFER TO EQUIPMENTS MANU ACTURERS REQUIREMENTS FOR CONNECT ONS, 0 REFER TO EQUIPMENTS MANU ACTUREAS REQUIREMENTS FOR CONNEC ONS, RUN 1-1/eCA TIGHT 10 ROOF STRUCTURE, I -Ile COMPRESSED AIR LOOP 1�-I/4* COMPRESSED AIR (CA) RISER Up TO BOTTOM OF ROOF JOISTS.' - - - - - - - - - - - - - 11- 7 15 7- 0 0 AIR COMPRESSOR- OWNER PROVIDED, CONTRACTOR INSTALLED, COORDINATE LOCATION WITH OWNER, I II j El E) -a 101"llb, 1011161. CFFEE S m, FIR10"T FLUUR PL N ENTIRE $HE.ET E3.5 i-&_-I-I/406W DROP E7 FROM BELOW MEZZANIN. -,I---RVN 1-1/4*CW ALONG WALL, AT 2e ABOVE FINISHED FLOOR NEW GAS METER/REGULATOR INSTALLED, SIZED AND FURNISHED BY GAS COMPANY HAVING JURISDICTION, COORDINATE WITH - ' OMPANY MSPAf( FOR CONTINUATION GA PIPE. .I. ELYMBING CONTRACTOR 1'*COMP DRO""'"`"` 2 OAS RISE 36 3/4"CW CONNECTIONO ABOVE FINISHED FLOOR PROVIDE, 3/4* SHUT OFF VALVE, 1-1/2"CASCOCK/RtGULAtOR FOR EQUIPMENT CONNECTIONS, RUN 2"CAS 36" ABOVE FINISHED FLOOR ALONG, WALL TO DESIGNATED' LOCATIONS. RUN I`CW ALONG WALL AT 2e ABOVE FINISHED FLOOR I"COMP AIR DROP 3/4"'CW CONNECTION, PROVIDE 3/4* SHUT OFF VALVE, -1/2`OAS COCK/REGULATOR FOR EQUIPMENT CONNECTIONS, RUN 9*$ 36'0 ABOVE FINISHED FLOOR ALONG WALL TO DESIGNATED LOCATIONS, RUN I"CW ALONG WALL AT 2e ABOVE FINISHED FLOOR ............... 1, 1-1/2*'PAS COCK/REGULATOR FOR EQUIPMENT CONNECTIONS. I PROVIDE 12" MINIMUM DIRT LEG. "....it"COMP AIR DROP 3/46CW CONNECTION PROVIDE 3/4" SHUT OFF VALVE, �R t 9, ig ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET r ORLANDO, FL - 32803 PH478975*1 ARCHSQWE0AOL,C0M films W W W n r t h'd y In c o M ARCHITEC'%RAL CORPORATION WISTRAMON NU rRAA26002364 IMT R1 OR DESIGN REGISTRATION NUMM 18%OW339 PLAN SUBMISSIONS Et RVISIONS PERMIT: 20 JULY 2016 REVISION.' ADDITION, OF COFFEE AREA 3 1 MARCH 2017 REVISION: ADDITION, OF COFFEE AREA& 10 MAY 2017 -I ON CONSTRUCTION CO. GENERAL CONTRACTORS "two 0 *44Z < ALM 0 C4 1-j Z UJ LL 0 Z 0 U. C) LLJ z ARCHITECT SEAL SIGNATURE KENNEtH LL. b� NN P.C. 0.3076 S -T OF Lu Z % N drawn: EIERAAANN revl�ry0i EIERMANN project ccdc: 201� i6 25 hah: 1-A6,4 SHEET INFORMATION BUILDING #1 DOMESTIC WATER, GAS Et COMP AIR PLAN SHEET NUMBER DROP I-!4/4*CA LOP TO RUN BELOW MEZZANINI. eco-ti(TED RUN 1-1/4'CA TIGHT TO ROOF k$TRUCTURE. REFER TO EQUIPMENTS MANU ACTURERS REQUIREMENTS FOR CONNECT ONS, 0 REFER TO EQUIPMENTS MANU ACTUREAS REQUIREMENTS FOR CONNEC ONS, RUN 1-1/eCA TIGHT 10 ROOF STRUCTURE, I -Ile COMPRESSED AIR LOOP 1�-I/4* COMPRESSED AIR (CA) RISER Up TO BOTTOM OF ROOF JOISTS.' - - - - - - - - - - - - - 11- 7 15 7- 0 0 AIR COMPRESSOR- OWNER PROVIDED, CONTRACTOR INSTALLED, COORDINATE LOCATION WITH OWNER, I II j El E) -a 101"llb, 1011161. CFFEE S m, FIR10"T FLUUR PL N ENTIRE $HE.ET E3.5 i-&_-I-I/406W DROP E7 FROM BELOW MEZZANIN. -,I---RVN 1-1/4*CW ALONG WALL, AT 2e ABOVE FINISHED FLOOR NEW GAS METER/REGULATOR INSTALLED, SIZED AND FURNISHED BY GAS COMPANY HAVING JURISDICTION, COORDINATE WITH - ' OMPANY MSPAf( FOR CONTINUATION GA PIPE. .I. ELYMBING CONTRACTOR 1'*COMP DRO""'"`"` 2 OAS RISE 36 3/4"CW CONNECTIONO ABOVE FINISHED FLOOR PROVIDE, 3/4* SHUT OFF VALVE, 1-1/2"CASCOCK/RtGULAtOR FOR EQUIPMENT CONNECTIONS, RUN 2"CAS 36" ABOVE FINISHED FLOOR ALONG, WALL TO DESIGNATED' LOCATIONS. RUN I`CW ALONG WALL AT 2e ABOVE FINISHED FLOOR I"COMP AIR DROP 3/4"'CW CONNECTION, PROVIDE 3/4* SHUT OFF VALVE, -1/2`OAS COCK/REGULATOR FOR EQUIPMENT CONNECTIONS, RUN 9*$ 36'0 ABOVE FINISHED FLOOR ALONG WALL TO DESIGNATED LOCATIONS, RUN I"CW ALONG WALL AT 2e ABOVE FINISHED FLOOR ............... 1, 1-1/2*'PAS COCK/REGULATOR FOR EQUIPMENT CONNECTIONS. I PROVIDE 12" MINIMUM DIRT LEG. "....it"COMP AIR DROP 3/46CW CONNECTION PROVIDE 3/4" SHUT OFF VALVE, �R t 9, ig ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET r ORLANDO, FL - 32803 PH478975*1 ARCHSQWE0AOL,C0M films W W W n r t h'd y In c o M ARCHITEC'%RAL CORPORATION WISTRAMON NU rRAA26002364 IMT R1 OR DESIGN REGISTRATION NUMM 18%OW339 PLAN SUBMISSIONS Et RVISIONS PERMIT: 20 JULY 2016 REVISION.' ADDITION, OF COFFEE AREA 3 1 MARCH 2017 REVISION: ADDITION, OF COFFEE AREA& 10 MAY 2017 -I ON CONSTRUCTION CO. GENERAL CONTRACTORS "two 0 *44Z < ALM 0 C4 1-j Z UJ LL 0 Z 0 U. C) LLJ z ARCHITECT SEAL SIGNATURE KENNEtH LL. b� NN P.C. 0.3076 S -T OF Lu Z % N drawn: EIERAAANN revl�ry0i EIERMANN project ccdc: 201� i6 25 hah: 1-A6,4 SHEET INFORMATION BUILDING #1 DOMESTIC WATER, GAS Et COMP AIR PLAN SHEET NUMBER 0 F11 �(rrW pMy,�f• //P,..r�. 4hn M,• E C+ w� p u M1 q r1, MMS �C a N E � vl 4— w� � 4� 7 - 0 h Lc Ew SAM" NMI E 16 M� 01 C Y11 C Ci ?n .P M,,I w y/ V9 r M../•• M�f •►,w m 4 , M,) M. M M� 7'w "Cb �� as ,�.► -5 C w� tIn A y0 ' to tU R;pxw v), N 1/� M► tw'' M1 w cl- Lu M1 p R°rua M I+ 0 p��•y 3/4"H&CW mm / / CONNECT3/4*HM 1' /4 TO ORO PUMP AT , REFER TO EWH DETAIL. � �� 1�1/�+yw ft 1"SHUT OFF VALVE PROVIDED FOR FUTURE CONNECTION. + 0 0-1 CONNEOT NE W2"CW TO EX1S11NO, FIELD VERIFY SIZE AND LOCATION PR10R TO CNSTI211CION. EXISTING YCW RISER, FILD VERP SZE AND LOCATION PRIOR TO CONSIIRUCTION, NOT TO SCALE m NEW CTAS ME'01RECJlJLA* INS1'ALLE1), SIZED AND Fwd BY OAS 0WANY HAMNO JURWCTION. COORDINAYE OAS COWANY FOR CONTWAVOR OF CTAS F1PE, 'w 1 GAS COMMY POWDE "ZURN" 950X1. 'C , DOUBLE CHECK VALVE AND SAME SIZE SW OFF VALVE. 1-1/rCM COCK, PROVIDE "MAXIROL" 325—L SERIES REOULA0 a ENTIRE SHEET AENTIRE SHEET Wizt O(tDVIDE "XURN" WXL DOUBLE CHECK VALVE AND SAME SIZE SHUT OFF VALVE;. . r 1-1/,"GAS COCK, PROVIDE "MAMW 325-L StRIES REd1LlI M PROMDS ' 2URN" 956XL DOUSLE CHEOK VALVE AND SAME SIZE SHUT OFF VALVE. 1-1/2"GAS COCK, PR64DE `JAXTRCL" 325—L. SERA RE(OATOR tp •, 3ri� �rd �.� a � 1 t � bt �tMF is �gl 511 NY k ' �� ►G 6 �,,� IIu�FY�� i� ��K r 4 i r ✓9� f'�� k �Y..y� ��. �y,') �Jd K l rpm d •'3.,'ffi�t h3 � "hf� �q� 'tf,?.�i'� JI�uV)'� Kh .�''a ARCHITECTURAL DYNAMICS, INC 2816 IalCXFAIR STREET • ORLANDO,FL • 32803 PH -07 W 5*1 ARCHSOLUCOAOL.COM Ilion' I Ing "viol w w w . A r c h d y n c;o m ARCHITECTURAL1� CORPORATION REGISTRATION NUMBER AA26061364 IpITERICIR DESIGN REGISTRATI0�4 NUMBER IBZ6001339 PLAN SUBMISSIONS Et REVISIONS PERMIT: `;•<•,. ;,',20 JULY�,2016 REVISION: ADDITION OF COFFEE AREA 31 MARCH 2017 REVISION: ADDITION Or COFFEE AREA A ``'`•`'.'.•,'''`,`"'''' 10 MAY 2017 Rfe Kee S' CONST11LICTION CO. GENERAL CO TA I CTOM& 4 01 Lu U. z r% %Moor """"mom i ARCHITECT SEAT. / SIGNATURE KEV. 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SURE LITES LEM 1.7 - - - SURFACE SPECIAL PURPOSE RECEPTACLE OWNER/ENGINEER APPROVED EQUAL CEILING FIXTURE, WALL WASHER � DUPLEX RECEPTACLE, GROUND FAULT � EMERGENCY LIGHT FIXTURE HIGH OUTPUT EMERGENCY LIGHTING UNIT. WHITE THERMOPLASTIC HOUSING, BATTERY ( N FAULT, ® BPH BACKUP, MR16 LAMPS. 10 N/A N/A LED UNIVERSAL -� COOPER SURE-LITES CCBMRT 0 FLOOR MOUNTED RECEPTACLE -= P EXIT SIGN ARROW (DOUBLE) p1 DISCONNECT SWITCH COMBINA11ON EXIT SIGN / EMERGENCY LIGHTING UNIT. WHITE THERMOPLASTIC HOUSING, WALL MOUNTED FIXTURE ® MOTOR STARTER 01 FLOOD LIGHT FIXTURE BPX BATTERY BACKUP, PUSH TO TEST BUTTON. RED LETTERS, ARROWS AS INDICATED ON 10 N/A N/A LED UNIVERSAL SITE LIGHT FIXTURE DRAWINGS. PHOTOCELL BOLLARD OR PENDANT LIGHT FIXTURE OS OCCUPANCY SENSORO f 0 TRACK LIGHTING SURFACE MOUNTED LED CANOPY LIGHT. 3,150 LUMENS. WIDE BEAM DISTRIBUTION. SHUNT TRIP C.A. No. 27848 " ¢ 13651 CRYSTAL RIVER DRIVE :Y ORLANDO, FL. 32828 TC CL 40007K COLOR TEMPERATURE. 27 - - LED SURFACE .k OHYAMA 399812 $ SWITCH, SUBSCRIPT LETTER INDICATES LB LOCKBOX ° CONTROLLED FIXTURE. OWNER/ENGINEER APPROVED EQUAL TAMPER SWITCH $2 SWITCH, 2 POLE ELECTRICAL NOTES $3 LED DOWNLIGHT. 6" APERTURE. 0-10V DIMMING. 3,000 LUMENS. 35001< COLOR TEMPERATURE. FS WATER FLOW SWITCH $4 SWITCH, 4 -WAY MOTOR CLEAR SPECULAR REFLECTOR. 120-277V SWITCH - TIMER $F SWITCH - FAN/LIGHT DA PORTFOLIO LD6A30-DE010-ERW6A30-835-6LW1-LI 44 - 44 LED RECESSED SWITCH - OCCUPANCY SENSOR OWNER/ENGINEER APPROVED EQUAL 120/208V PANELBOARD $Os SWITCH - DIGITAL MOMENTARY SWITCH SYSTEMS CABINET/PANEL SYMBOL SHALLOW LENS LED DOWNLIGHT. 6" APERTURE. 0-10V DIMMING. 1,500 LUMENS. 35007K COLO 120/208V PANELBOARD, RECESSED ® FIRE ALARM CONTROL PANEL 277/480V PANELBOARD, RECESSED TEMPERATURE. CLEAR SPECULAR REFLECTOR. WET LOCATION LISTED. 120-277V 135' HEAT DETECTOR. a SYSTEMS CABINET/PANEL, RECESSED QM FIREMAN'S VOICE EVACUATION MICROPHONE DB HALO PD612ED010-PDM6A835-61VC 23 - 23 LED RECESSED AFI" OWNER/ENGINEER APPROVED EQUAL AHU AIR HANDLING UNIT SMOKE DETECTOR IN DUCT - 'R' INDICATES SMALL APERTURE LED DOWNLIGHT. 2" APERTURE. 0-10V DIMMING. 700 LUMENS. 3500'K EXHAUST FAN {R} RETURN; 'S' INDICATES SUPPLY REMOTE INDICATOR EWC EM ELECTRIC WATER COOLER ELECTRIC WATER HEATER COLOR TEMPERATURE. 277 VAC FACP FIRE ALARM CONTROL PANEL Y 80"A.F.F. TO BOTTOM FAAP DC SPECTRUM SGR2LEDX1-11W-35K-MD-DS102-CRRD2F-MW 11 - 11 LED RECESSED OWNER ENGINEER APPROVED EQUAL CANDELA, MIN.), WALL MOUNTED ® 80 -AFF, TO BOTTOM. IG ISOLATED GROUND p❑A FIRE ALARM AUDIBLE DEVICE, WALL MOUNTED ® 80"AFF, TO LED WALLWASH DOWNLIGHT. 4" APERTURE. 0-10V DIMMING. 1,800 LUMENS. 3500'K COLOR NON-FUSED NITS -LIGHT, NON -SWITCHED FIXTURE BOTTOM (i0)) TEMPERATURE. CLEAR SPECULAR REFLECTOR. 120-277V P PH POLE PHASE SP DD PORTFOLIO LD4A18-DE010-ERW4A18-835-4LM111-LI 32 - 32 LED RECESSED OWNER/ENGINEER APPROVED EQUAL Q TELEVISION OUTLET, MOUNTED ® 72" A.F.F. TO CENTER W WID WALL MOUNTED WEATHERPROOF ENCLOSURE SO SPEAKER (BY OTHERS) 2'X4' LED TROFFER. 6400 LUMENS. Al2 PATTERN DIFFUSER. 3500' COLOR TEMPERATURE. EQUIPMENT TAG - GENERAL CONVENIENCE OUTLET FA METALUX 24GR-LD4-64-F1-UNV-L835-CD1 60 - 60 LED RECESSED OWNER/ENGINEER APPROVED EQUAL SWITCHPACK. SEE KEYNOTE FOR TYPE LED HIGH BAY. 24,000 LUMENS. WIDE BEAM DISTRIBUTION. 40007K COLOR TEMPERATURE. UNIVERSAL 120/277 VOLT. PROVIDE WITH CHAIN HANGER SETS. INTEGRAL OCCUPANY SENSOR HB METALUX HBLED-LD4-24-W-UNV-L840-ED2-MS 203 - 203 LED SUSPENDED OWNER/ ENGINEER APPROVED EQUAL SURFACE MOUNT LED CANOPY LIGHT. DIE CAST ALUMINUM HOUSING. 120-277 VOLT. 3,035 PA LUMENS 28 - 41 LED SURFACE MCGRAW EDISON TT -Bl -LED -El -WO OWNER/ENGINEER APPROVED EQUAL 4' LENSED LED STRP LIGHT. 4601 LUMENS. 3500' COLOR TEMPERATURE.UNIVERSAL VOLTAGE. SA METALUX 4SNLED-LD4-46SL-LN-UNV-L835-CD1 41 - 41 LED SURFACE OWNER/ENGINEER APPROVED EQUAL 4' WALL MOUNT, LED STRIP LIGHT. FROSTED LENS. 3500 LUMENS. 3500' COLOR ST/EM TEMPERATURE. UNIVERSAL VOLTAGE. INTEGRAL OCCUPANCY SENSOR. 14W EMERGENCY 41 - 41 LED SURFACE BATTERY PACK INSTALLED. METALUX 4SW1-ED-LD4-40SL-LW-UNV-ELI4W-L835-CD1-SVPD1 OWNER/ENGINEER APPROVED EQUAL 4' LIGHTING TRACK SECTION WITH 3 HEADS. DIE-CAST ALUMINUM TRACK HEAD. 3000' T4 COLOR TEMPERATURE. 120 VAC. PROVIDE WITH 120W END -FEED CURRENT LIMITER 120W 3 15 LED TRACK TRACK: HALO LAZER TRAC LZR104 MAX. PAR -20 CURRENT LIMITER: HALO LC901CB120 TRACK HEAD: HALO L737 -MB OWNER/ ENGINEER APPROVED EQUAL 6' LIGHTING TRACK SECTION WITH 4 HEADS. DIE-CAST ALUMINUM TRACK HEAD. 3000' COLOR TEMPERATURE. 120 VAC. PROVIDE WITH 120W END -FEED CURRENT LIMITER T6 TRACK: HALO LAZER TRAC LZR106 120 4 15 LED TRACK CURRENT LIMITER: HALO LC901CB120 MAX. TRACK HEAD: HALO L737 -MB OWNER/ ENGINEER APPROVED EQUAL LED UNDERCABINET FIXTURE. 24" LENGTH. 120 VOLT. 3000'K COLOR TEMPERATURE. WHITE FINISH UC HALO HU10-24D930-P 10 1 10 LED SURFACE OWNER/ENGINEER APPROVED EQUAL LED VANITY SCONCE. 25" WIDE. 2000 LUMENS, 18W LED. 3000'K COLOR TEMPERATURE. SMOOTH WHITE DIFFUSER. NATURAL ALUMINUM FINISH. VL1 SHAPER 605 -25 -W -L3/830 -NA 18 1 18 LED SURFACE OWNER/ENGINEER APPROVED EQUAL LED WALL PACK. 43WATTS. 4137 LUMENS. 35001K COLOR TEMPERATURE. CARBON BRONZE WB FINISH. 43 - 43 LED SURFACE LUMARK XTOR 5AN OWNER/ENGINEER APPROVED EQUAL LED WALL PACK. 79 WATTS. 6468 LUMENS. 35001K COLOR TEMPERATURE. CARBON BRONZE WC FINISH. 79 - 79 LED SURFACE LUMARK XTOR 9AN OWNER/ENGINEER APPROVED EQUAL LED AREA LIGHTING FIXTURE. 15,100 LUMENS. TYPE IV DISTRIBUTION. WALL MOUNT. BRONZE WD FINISH. 143 - 143 LED SURFACE LUMARK PREVAIL PRV-A40-D-UNV-T4-WM-BZ OWNER/ENGINEER APPROVED EQUAL DECORATIVE WALL SCONCE. (2) 8W LED MODULES. BRONZE FINISH. 120-277 VOLT. WE INDESSA 469-2LED8-BRZ 16 - 16 LED SURFACE OWNER/ENGINEER APPROVED EQUAL ARCHITECTURAL, EXTERIOR WALL SCONCE. WET LOCATION LISTED. DIE CAST ALUMINM WF HOUSING. 60 1 57 GX24Q-5 SURFACE PRISMA 074570 OWNER/ENGINEER APPROVED EQUAL EXIT SIGN LIGHTING UNIT. WHITE THERMOPLASTIC HOUSING, BATTERY BACKUP, PUSH TO X1 TEST BUTTON. RED LETTERS, ARROWS AS INDICATED ON DRAWINGS. 10 /A N/A LED UNIVERSAL COOPER SURE-LITES APX7 NOTES: 1. ALL FIXTURE 120/277 MULTI -VOLT UNLESS OTHERWISE NOTED. 2. ALL FLUORESCENT TUBE LAMPS SHALL HAVE MINIMUM 80 CRL 3. ALL FLUORESCENT LAMPS SHALL HAVE CORRELATED COLOR TEMPERATURE OF 3500. 4. FIXTURES WITH ELECTRONIC BALLAST SHALL HAVE 10% MAXIMUM HARMONIC DISTORTION. 5. FINAL FIXTURE FINISHES SHALL BE SELECTED DURING SUBMITTAL PROCESS BY ARCHITECT/ENGINEER FROM EXTENDED STANDARD COLOR CHART FOR EACH FIXTURE. ELECTRICAL NOTES: ELECTRICAL SYMBOL LEGEND: NOT ALL SYMBOLS SHOWN ON LEGEND ARE NECESSARILY USED ON FLOOR PLANS) A. GENERAL PROVISIONS: 1. GENERAL: PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM. 2. CODES AND STANDARDS: CONFORM TO THE REQUIREMENT OF ALL GOVERNING CODES AND STANDARDS, INCLUDING NATIONAL ELECTRICAL CODE. (2011 EDITION) 3. VISIT THE SITE OF PROPOSED PROJECT TO BECOME FAMILIAR WITH THE WORK. CONDITIONS AND NATURE OF WORK, PRIOR TO SUBMITTING BIDS. NOTIFY ENGINEER OF DISCREPANCIES OR OMISSIONS FOR INTERPRETATION OR DECISION AND SUCH DECISION SHALL BE FINAL. B. BASIC MATERIALS AND METHODS: 1. CONDUIT - INTERIOR WORK: CONCEALED ELECTRICAL METALLIC TUBING. IT IS ACCEPTABLE TO USE METAL CLAD CABLE (MC CABLE) IN LIEU OF RIGID METAL CONDUIT AS LONG AS THE INSTALLATION COMPLIES WITH ARTICLE 330 OF THE NATIONAL ELECTRIC CODE. MC CABLE SHALL NOT BE USED WHERE SUBJECT TO PHYSICAL DAMAGE. EXTERIOR BELOW GRADE -SCHEDULE 40 PVC. EXTERIOR EXPOSED - SCHEDULE 40 RGS. DO NOT INSTALL PVC CONDUIT IN PATIENT CARE AREAS. 2. OUTLET BOXES: 4" X 4" STEEL W/PLASTER RINGS SIZED IN ACCORDANCE WITH N.E.C. FOR CONCEALED INTERIOR WIRING, CAST FERROUS OUTLET BOXES WITH INTEGRAL HUBS FOR EXPOSED AND EXTERIOR DEVICES 3. WIRE: COPPER, THHN /THWN DUAL RATED. 4. WIRING DEVICES - SPECIFICATION GRADE DEVICES AND PLATES WITH WHITE FINISH, UNLESS NOTED OTHERWISE BY ARCHITECT. a. RECEPTACLES: 20 AMPS, 120V, 2 POLE, 3 WIRE, GROUNDING TYPE OR ISOLATED GROUND TYPE AS SHOWN ON DRAWINGS. b. SWITCHES: 20 AMPS, 120/277V. 5. EACH MUL11WIRE BRANCH CIRCUIT MUST HAVE A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. THIS IS TO BE ACCOMPLISHED WITH INDIVIDUAL SINGLE -POLE CIRCUIT BREAKERS WITH HANDLE TIES IDENTIFIED FOR THE PURPOSE, OR A BREAKER WITH A COMMON INTERNAL TRIP. C. LIGHTING FIXTURES: 1. FURNISH LIGHTING FIXTURES AS REQUIRED BY OWNER AND AS INDICATED ON DRAWINGS. FURNISH ALL NECESSARY MOUNTING HARDWARE AND LAMPS. 2. ALL RECESSED INCANDESCENT FIXTURES SHALL SATISFY THE REQUIREMENTS OF N.E.C. 410-65. D. PANELS: 1. ALL PANELS SHALL BE U.L. RATED AND OF THE SAME MANUFACTURER. PROVIDE SIZE AND TYPE AS INDICATED ON DRAWINGS. PANELS SHALL HAVE FULL SIZE NEUTRAL BUS AND 1/2 SIZE GROUND BUS. E. GROUNDING: 1. PROVIDE CONTINUOUS GROUNDING SYSTEM IN ACCORDANCE WITH N.E.C. SECTION 250, AND AS INDICATED. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS. 2. PROVIDE AN EXTERNAL ACCESSIBLE INTERSYSTEM BONDING TERMINAL FOR THE GROUNDING AND BONDING OF COMMUNICATIONS SYSTEMS (TELOC, CAN, F. SAT, ETC) AT THE SERVICE EQUIPMENT AND DISCONNECTING MEANS. IF, THROUGH ERRORS OR OMISSIONS, THE INTENT OF ARCHITECT/ ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. G. THE PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL' AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S H. FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. INFORMATION SHOWN ON THE DRAWINGS AS TO THE LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA AVAILABLE TO THE ENGINEER. THIS INFORMATION IS NOT GUARANTEED, HOWEVER, AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION, CHARACTER AND DEPTH OF EXISTING UTILITIES. L COMPLETION REQUIREMENTS: RECORD DRAWINGS WITHIN 30 DAYS OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLA11ON SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING: 1. A SINGLE LINE DIAGRAM OF THE ELECTRICAL DISTRIBUTION SYSTEM 2. FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. J. COMPLETION REQUIREMENTS: MANUALS 1. WITHIN 30 DAYS OF SYSTEM ACCEPTANCE, AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER TO INCLUDE, AT A MINIMUM, THE FOLLOWING: a. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. b. OPERATIONS MANUAL AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. c. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. EACH MULTIWIRE BRANCH CIRCUIT MUST HAVE A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. THIS IS TO BE ACCOMPLISHED WITH INDIVIDUAL SINGLE -POLE CIRCUIT BREAKERS WITH HANDLE TIES IDENTIFIED FOR THE PURPOSE, OR A BREAKER WITH A COMMON INTERNAL TRIP. VOLTAGE DROP CALCULATIONS HAVE BEEN PERFORMED IN ACCORDANCE WITH FLORID BUILDING CODE ENERGY CONSERVATION CHAPTER 4, SECTION 405.7.3 SYMBOL DESCRIPTION SYMBOL DESCRIPTION ►-- STRIP TYPE FIXTURE e- SIMPLEX RECEPTACLE D 1'x4' FLUORESCENT FIXTURE I DUPLEX RECEPTACLE REVISION: DATE 2'x2' FLUORESCENT FIXTURE DOUBLE DUPLEX RECEPTACLE ISM,CK ABOVE COUNTER DUPLEX RECEPTACLE • 2'x4' FLUORESCENT FIXTURE DUPLEX RECEPTACLE, SPLIT WIRED O CEILING FIXTURE ® SPECIAL PURPOSE RECEPTACLE O CEILING FIXTURE, WALL WASHER � DUPLEX RECEPTACLE, GROUND FAULT � EMERGENCY LIGHT FIXTURE DUPLEX RECEPTACLE, GROUND ( N FAULT, ® CEILING LOCATED EXIT LIGHT ABOVE COUNTER ® CEILING LOCATED EXIT LIGHT r' CEILING MOUNTED RECEPTACLE -� EXIT SIGN ARROW (SINGLE) 0 FLOOR MOUNTED RECEPTACLE -= P EXIT SIGN ARROW (DOUBLE) p1 DISCONNECT SWITCH Of WALL MOUNTED FIXTURE ® MOTOR STARTER 01 FLOOD LIGHT FIXTURE J O JUNCTION BOX O -C-1 SITE LIGHT FIXTURE Q••0::1 SITE LIGHT FIXTURE PC PHOTOCELL BOLLARD OR PENDANT LIGHT FIXTURE OS OCCUPANCY SENSORO f 0 TRACK LIGHTING ST SHUNT TRIP C.A. No. 27848 " ¢ 13651 CRYSTAL RIVER DRIVE :Y ORLANDO, FL. 32828 TC phone: (407)277.3431' fax: (407)277-8343 email: darius.c@Gear-engr IIMECLOCK SWITCHES PB PULL BOX $ SWITCH, MOUNTING HT. +48" TO BOTTOM .k reviewed: DDA $ SWITCH, SUBSCRIPT LETTER INDICATES LB LOCKBOX ° CONTROLLED FIXTURE. TAMPER SWITCH $2 SWITCH, 2 POLE ELECTRICAL NOTES $3 SWITCH, 3 -WAY FS WATER FLOW SWITCH $4 SWITCH, 4 -WAY MOTOR $T SWITCH - TIMER $F SWITCH - FAN/LIGHT TELEPHONE TERMINAL BOARD $D SWITCH - DIMMER ® 277/480V PANELBOARD $0s SWITCH - OCCUPANCY SENSOR 120/208V PANELBOARD $Os SWITCH - DIGITAL MOMENTARY SWITCH SYSTEMS CABINET/PANEL SYMBOL DESCRIPTION 120/208V PANELBOARD, RECESSED ® FIRE ALARM CONTROL PANEL 277/480V PANELBOARD, RECESSED QH 135' HEAT DETECTOR. a SYSTEMS CABINET/PANEL, RECESSED QM FIREMAN'S VOICE EVACUATION MICROPHONE ABBREVIATIONS SD SMOKE DETECTOR TO FACP A, AMP AMPERE CO CARBON MONOXIDE DETECTOR TO FACP AFI" HEIGHT ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT SMOKE DETECTOR IN DUCT - 'R' INDICATES EF EXHAUST FAN {R} RETURN; 'S' INDICATES SUPPLY REMOTE INDICATOR EWC EM ELECTRIC WATER COOLER ELECTRIC WATER HEATER FIRE ALARM VISUAL DEVICE, WALL MOUNTED ® FACP FIRE ALARM CONTROL PANEL Y 80"A.F.F. TO BOTTOM FAAP FIRE ALARM ANNUNCIATOR PANEL © MANUAL FIRE ALARM PULL STATION G, GFCI GROUND FAULT CIRCUIT INTERRUPTER NE FIRE FIRE ALARM COMBINATION AUDIBLE/VISUAL DEVICE (75 GENERAL CONVENIENCE OUTLET CANDELA, MIN.), WALL MOUNTED ® 80 -AFF, TO BOTTOM. IG ISOLATED GROUND p❑A FIRE ALARM AUDIBLE DEVICE, WALL MOUNTED ® 80"AFF, TO NF NL NON-FUSED NITS -LIGHT, NON -SWITCHED FIXTURE BOTTOM (i0)) FIRE SPRINKLER FLOW ALARM BELL P PH POLE PHASE SP SURGE PROTECTION RT POINT OF SALE TERMINAL. PROVIDE OUTLET BOX WITH VA VOLT AMPERE (WATTAGE) 3/4" CONDUIT. Q TELEVISION OUTLET, MOUNTED ® 72" A.F.F. TO CENTER W WID WALL MOUNTED WEATHERPROOF ENCLOSURE SO SPEAKER (BY OTHERS) GCO EQUIPMENT TAG - GENERAL CONVENIENCE OUTLET Oa VIDEO CAMERA - SEE ELEC. COMMUNICATION PLAN DWGS. D PHONE/DATA. 3/4" EMT STUBBED INTO CEILING SPACE Sp SWITCHPACK. SEE KEYNOTE FOR TYPE ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET . ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOWE@AOLCOM nn■ ■uu w w w. a r c h d y n. c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER 1626001339 PLAN SUBMISSIONS Et REVISIONS PERMIT: iffifflMIL 20 JULY 2016 REVISION: ADDITION OF COFFEE AREA �5 10 MAY 2017 REVISION: DATE ISM,CK CONSTRUCTION CO. ( N r' r� Q O Z W LL. 0 ry 4N Z O O Z V) V ) ENGINEER SEAL / SIGNATURE ■ ENGINIE�ER'ING C.A. No. 27848 " ¢ 13651 CRYSTAL RIVER DRIVE :Y ORLANDO, FL. 32828 phone: (407)277.3431' fax: (407)277-8343 email: darius.c@Gear-engr • a ,, t F , drawn: MDF .k reviewed: DDA project code: 2016-25 ., [man: A2. SHEET INFORMATION BUILDING #1 . ELECTRICAL NOTES SYMBOLS w: SHEET NUMBER C _0 0 4-'1 LI• -I (U 0-0 a) C�(U �J 0 -0 :-J f_ E�v3V) ' CL0 vuE -W-0CO -acE v .w L_ U EUiOC E-0 E L- -o :N .i o. E QJ o>,`+- E tl-- iCs 0CfC1T C.0 GD a.— > QJ N E�0143 0U C �' fL) 0 L .JC i ) 0 :r_ U N �(u O 4-J O 4-1 U� N L U O (a a a � � -o a -J 00 y4'- 4—J - fQ 4-14-' C C 0 .L C 4-1 L CO >✓ -_C"M0a "0 Lei -0 c�o:E -v E u'u �OLA N4-' In Q co a) N t?t1� E fa C ra O �4.jV) ULNttn L 4"J 1--t Q-JOpo 00.0CUUL U O C 0 N -C7 OOQOM L L 4-J •0 M 4�- `^d.UCC 0 r- N -4-,0 Or --Co -,U 4-1 Q1 a it O L.L > U CUCfy4-1 O 3 t to 'yJ fC1 04 O Q3 .oC 4-J E ,+ -p OCO VfLn OOUE42 O'UQ1 O N C: C 5 n� 0o v N 4-J 0 0-0 0 - C- ? o. (L) 0U� (U 4--) NSE c�CQ� uCioo,o aU O -p 4-- rt3 4-J _ .a_J0 fCs O N �c on fa .0 -Q O O Vf 0 Ln O LN A j o -O 4 -JC `0 •L L �� 0 -0 ) f� U M VC tn=OOC 0.-4-J In U .0 , V1 InLEo a) I- N E -o ai '3 C 0 4-j f6 on ru 'L C L iT U '3 CL (U > O p�UOno U (U '0 fLi fy (C1 •.- o C 00 C Vf C: 4 N 0.— 4.r -C >ra N—'CU L 4-j 0 __•o,C-o -0 4- N -0 C rCs 4 -Ju l 1JnONmLC C U�avi 3-o.c'v U CvL.•- E 4J , E IIA 4-1 CE N.O on�p� N v1 C 0 sC CE-°'vv� O:)OCv C N O 'in 4 -JJ O in N 4-+ L (o u c.0a)C Q) -o a-0 Q L fu co.�NN O 4-J . LC > U M - . .,.._........................ .............................. u �N ME CERTIFICATIONS DIRECTORY UL QNL(j "ERTJE1MTf0NS 11111110 DRY System No. W -L-1001 System No. W -Lr -1410 XH EZ.W-L-1001 XH EZ. W -L-1410 Through -penetration Firestop Systems Through -penetration Firestop Systems PaIIe.Baf Pane Bottom Design/System/Construction/Assembly Usage Disclaimer Design/System/Construction/Assembly Usage Disclaimer • Auttioribes Having iunsiiccon Should be consulted In all cases as to the particular requirements. covering the installation and use of Ul. Authorities Having )unsdction should be consulted In all cases as to the particular requirements covering the Installation and use Of UL Certified products, equipment, m vi P �• equ pm nL syste devices, end materials. Certified products, e - -- C p ts, equpm nL system, devices, and materials, • Authorities Having Jurisdiction shadd be consulted before construction. • Authortes Having Jurisdiction should be consulted before construction. • Fireresistance assemblies products are developed by the design submitte-rarid have been Investigated gad by UL for compliance Fire resistance assemblies and products are developed by the design submitter and have been Investigated by UL for compliance with applicable: requirements, The published Information .canna always address every construclion nuance encountered In the field, applicable requrements The. published Information cannot always address every construction nuance encountered in the field. • When field Issues adse, it is recommended the first contact for assistance be the technical service stagprovided by the product • when field Imes arise, it Is recommended the first contact for assistance be the technical service Staff provided by the product manufacturer noted for the design. Users of fire resiyrance assemblies are advised to consult the general. Guide information for each manufacturer noted far the design. Users of fire resistance assemblies are advised to consult the general. Guide Information for each product Category and each group of assemblies. The Guide' Information includes specifics concerning alternate materials and alternate product category and each group of assemblies. The Gude Information Includes spedflcs concerning alternate materials and alternate methods of construction. methods of construcbon. • ,orgy products which. bear Ul's-Mark art considered Certified. ..-......--..-.._.-......-..--... --- _- ---- - _..._._ _.-W- __ _ _ _-__-.........................._..-........... • Only Products which bear UL's Mark are considered Certified. __--_....._... __........_..___ ...._._. Through -penetration Firestop Systems XHEZ - Through -penetration Firestop Systems 7 XHEZ7 - Through -penetration Firestop Systems Certified for Canada Se�GenetaLln[2imatloata 7]itpuoh:t ene75dgn:MasslDa Systems SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING TYPES, HEIGHTS AND ALL rvo See General lnfornation for Through -penetration Firestop Systems :System No. W-L-1001 PROVIDE WIRING TO TAMPER SWITCHES ON ALL CONTROL VALVES. studs to be min 3-5/8 in. (92 mm)wide by 1-3/8 In. (35 mm) deep ehanneis spaced max 24 in. $eaUneralInformation for ThnDan-penetratlonfiresro stem p Systems for Cs+nadA June 15, 2005 - System No. W -L-1410 F Ratings - 1, 2, 3 and 4 He (See Items 2 and 3) January 14, 2014 T Ratings - 0, 1, 2, 3, and 4 fir (See Item 3) WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING ■ OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. SEE ANSI/UL1479(ASTM E814) CAN/ULC S115 FIRE RATED PIPE PENETRATION DETAILS. L Rating At Ambient -less than 1 CFM/sq ft FLORIDA ADMINISTRATIVE CODE CHAPTER 61 G15-32 NOTES 1, THE FIRE ALARM SYSTEM SCOPE OF WORK SHALL INCLUDE THE PREPARATION AND DESIGN OF THE FIRE F Ratings - 1 and 2 Hr (See Item 1) F Ratings - 1 and 2 Hr (See Item 1) ALARM SYSTEM LAYOUT DOCUMENTS (WORKING PLANS). PROVIDE ALL EQUIPMENT, MATERIALS, L Rating At 400 F - less than 1 CFM/sq R COMPONENTS, ASSEMBLIES AND SUPPORT SYSTEMS REQUIRED, AS DESCRIBED, IN NFPA 72. THE FIRE UL DETAILS Et FIRE sheet orientation shall be as specified in the Individual 0300 or U400 Series Design in the UL Fire SHEET NUMBER ALARM SYSTEM. T Rating - 0 Hi FT.Ratng - 0 Hr THE FIRE ALARM DESIGN, CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING OF THE FIRE A '.. 2. Through -Penetrant - One metallic conduit or tubi Installed either 9 pipe, n9 hertoncenUcally p' eccentrically withn.Me FH Ratings - 1 and 2 Hr (See Item 1) ?imstop system, The annular space between pipe, conduit ortubing and periphery of opening shall be min of 0 in / (0 'm m). (pant contact)to max 21 :. (51 mm)Pipe, cord ut or tubing to be rigidly supported on both sldeS Of Wall assembly, 1Wo.f1 Assembly- The 1 or 2 hr fire rated gypsum board/stud wati assembly . shall be constructed afthe- materials and The following types and sizes of metallic pipes,conduits or tubing may be Used: - in the manner specified In the Individual U300, U400, V400 or W400 Series Wall and Partition Designs In the UL Fire A Steel Pipe -Nom 24 In. (610 mm) dam (or smaller) Schedule 10 (or heavier) steel ape. - Resistance Directory and shall include the following construction features: FTH Rating - 0 Hr A. Studs - Wall framing may consist of either wood studs or steel channel studs, Wood studs to consist of nom 2 by 4 In. (51 by 102 mm) lumber spaced 16 In. (406 mm): DC. -Steel studs to be �A SECTION A -A �~ PH 407 897 5461 ARCHSOLVESiAOL-COM THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR DESIGN OF THE FIRE ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 ALARM SYSTEM ON THIS PROJECT. 1. Wall Assembly - The 1, 2,31 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the NFPA 70, NATIONAL ELECTRICAL CODE 2. NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE 3. FLORIDA FIRE PREVENTION CODE - 2010 EDITION materials and In the manner described In the Individual U300 or U400 Series Wall or Pambon Designs In the UL Are ��3 J3 1. THE FIRE ALARM SYSTEMS SHALL COMPLY WITH NFPA 72, THE FLORIDA FIRE PREVENTION CODE, THE FLORIDA BUILDING CODE (2010) AND ALL LOCAL CODES AND REQUIREMENTS. Resistance Drectory and shall Include the following constructor, kabures: FINAL SYSTEM ACCEPTANCE AND APPROVAL SHALL BE CONDUCTED BY STATE FIRE MARSHAL McKeem AND ARCHITECT/ENGINEER. 3, THE CONTRACTOR SHALL PREPARE SYSTEM LAYOUT DRAWINGS PER NFPA 72. A. Studs - Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or THE FIRE ALARM SYSTEM SHOWN REPRESENT THE DESIGN INTENT OF THE ENGINEER OF RECORD, IN ACCORDANCE WITH STATE REGULATION 61G15-32. IT IS THE RESPONSIBILITY OF THE 9 CONTRACTOR TO COORDINATE INSTALLATION WITH ALL OTHER TRADES. THE CONTRACTOR steel channel studs. wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 SHALL PROVIDE COMPLETE FIRE ALARM LAYOUT DRAWINGS WITH ANY ADDITIONAL DEVICES, OR F7,- 1 SYSTEM COMPONENTS AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM AND TO AVOID 7 CONFLICTS WITH OTHER TRADES. In. (406 mm) OC with nom 2 by 41n. (51 by 102 mm) lumber end plates and cross braces. Steel SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING TYPES, HEIGHTS AND ALL rvo ASSOCIATED DATA. 6, PROVIDE WIRING TO TAMPER SWITCHES ON ALL CONTROL VALVES. studs to be min 3-5/8 in. (92 mm)wide by 1-3/8 In. (35 mm) deep ehanneis spaced max 24 in. PLENUM RATED CABLING SHALL BE PERMITTED ABOVE SUSPENDED CEILINGS AND IN OPEN Ljj Z CEILINGS WHERE NOT EXPOSED TO PHYSICAL DAMAGE. 8, SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS (610 mm) OC: WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING ■ OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. SEE E N G I N E LIRI N G it FIRE RATED PIPE PENETRATION DETAILS. A Gypsurn Board* - Nom 1/2 or 5/8 In. (13 or 16 mm) thick, 4 ft. (122 cm) wide with square FLORIDA ADMINISTRATIVE CODE CHAPTER 61 G15-32 NOTES 1, THE FIRE ALARM SYSTEM SCOPE OF WORK SHALL INCLUDE THE PREPARATION AND DESIGN OF THE FIRE or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and ALARM SYSTEM LAYOUT DOCUMENTS (WORKING PLANS). PROVIDE ALL EQUIPMENT, MATERIALS, SHEET INFORMATION COMPONENTS, ASSEMBLIES AND SUPPORT SYSTEMS REQUIRED, AS DESCRIBED, IN NFPA 72. THE FIRE UL DETAILS Et FIRE sheet orientation shall be as specified in the Individual 0300 or U400 Series Design in the UL Fire SHEET NUMBER ALARM SYSTEM. Resistance Directory. Max diam of opening is 26 in, (660 mm). -- THE FIRE ALARM DESIGN, CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING OF THE FIRE _.. /� 1�) ^r+r A SECT I ON : A-d`A 2. Through -Penetrant - One metallic conduit or tubi Installed either 9 pipe, n9 hertoncenUcally p' eccentrically withn.Me -- ?imstop system, The annular space between pipe, conduit ortubing and periphery of opening shall be min of 0 in / (0 'm m). (pant contact)to max 21 :. (51 mm)Pipe, cord ut or tubing to be rigidly supported on both sldeS Of Wall assembly, 1Wo.f1 Assembly- The 1 or 2 hr fire rated gypsum board/stud wati assembly . shall be constructed afthe- materials and The following types and sizes of metallic pipes,conduits or tubing may be Used: - in the manner specified In the Individual U300, U400, V400 or W400 Series Wall and Partition Designs In the UL Fire A Steel Pipe -Nom 24 In. (610 mm) dam (or smaller) Schedule 10 (or heavier) steel ape. - Resistance Directory and shall include the following construction features: S. Iron Pipe - Nom 24 In. (610 mm) diam (or smaller) service weight (or heavier) cast Iron sell A. Studs - Wall framing may consist of either wood studs or steel channel studs, Wood studs to consist of nom 2 by 4 In. (51 by 102 mm) lumber spaced 16 In. (406 mm): DC. -Steel studs to be pipe, nam 12 in (305 mm) diem (or smaller)orCass So (or heavier) ductile Iron pressure pipe, min 3-1/2 in. (89 mm) wide and spaced max 24 In. (610 mm) OC, C. Conduit -Nom 6 in, (152 mm) diam (or smaller) steel conduit or nom 41n (102 mm)diam (or smaller) steel electrical metallic tubing B. Gypsum Board - One or two layers of nom 5/8 In. mm) thick gypsum. board as specified THE FIRE ALARM CONTRACTOR SHALL PREPARE AND PROVIDE FIRE ALARM SYSTEM LAYOUT DOCUMENTS ing Is 5 in. (127 mail In the Individual Wall l and Partition Design. Max dram of opening D. Copper Tubing - Nom 6 In. (152 mm) clam (or smaller) Type L (or heavier) copper tubing AND THE LOCAL AHJ FOR ACCEPTANCE PRIOR TO PERMITTING. The hourly F and FH Ratings of the flrestop system are equal to the hourly Ore rating of E. Capper Pipe - Nom 61n. (152 mm) dram (or smaller) Regular (or heavier) copper pipe. _ .the wall assembly. - - - w - F. Through Penetrating Product Flexible Metal Piping The fallowing types of steel flewble 2. Through penetrants -One metallic pipe or conduit lobe Installed either concentrically or eccentrically within the metal gas pang may be used: - Prestop system. The annular space shall be 0 tn....(pilnt contact) to 1 In. (25 mm). Pipe or conduit to be rigidly supported 1.I Nan 2 in. (51 mm) diam (or smaller) steel flexble metal gas piping, Piastic covering on piping on the penetrated side of the wall assembly. The following types and sizes of metallic pipes or Conduits may be used: may or may not be removed on both sides of floor or wall assembly. A. Steel pipe - Nom 3 In.. (76 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe. OMEGA FLEX INC B. Conduit - Nom 3 In- 76 mm diam or smaller steel electrical metallic tubing Ebi (. ) ( ) g ( T), nom3 2 Mom 1 In. (25 mm) diam (or smaller) steel flexble metal gas piping. Plastic covering on piping in. (76 mm) diam steel conduit or nom 1 In. (25 mm) clam (or smaller) flexible steel conduit may or may not be: removed. oh both sides of floor or wall assembly. C. Copper Tubing - Nom 1 in. (25 mm) dram (or smaller) Type L (or heavier) copper tubing. GASTITF, DIV OF T1T EFLEX D. Copper Pipe -Nom 12 m die r or heavier) , pp p 1 n. ( 5 m ) m (or smaller) Regula ( r) copper pipe. 3. Nom 1 In. (25 frim) diam (or Smaller) steel flexible metal gas piping. Plastic covering on piping may may not be removed on both sides of floor or wall assembly. 3. Fill, Vold or Cavity Material++- Sealant - Min 5/8 In. (16 mm) thickness of fill material applied within the annulus, flush with surface of wall. Mln 1/2 In. (13 mm) dram bead of sealant applied at point contact location. WARD MFG L L C 3. Fill, Vold or Cavity Material- - Caulk or Sealant - Min 5/6. ,,1-1/4,1-7/8 and 2.1/2 In. (16, 32,48 and 64 mm) HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC- FS -ONE Sealant, CFS -S -SIL GG Sealant;-CP601S Elastomeric Sealant, CP 606 Sealant, CP618 putty. thickness d caulk for 1, 2, 3 and 4 hr rated assemblies,' respectively, applied within annulus, flush with both surfaces of 'wall Min 1/4 In. (6 mm) dam bead of caulk applied to gypsum board/penetrant Interface at pant contact location on both 'sides of wall. The hourly F Rating of the firestop system IS dependent upon the hourly Are rating of the wail assembly In ++ Bearing the LIL Classification Mark which It Is Installed, as: Shown in the fallowing table. The hourly T Rating of the flrestop system Is dependent upon the type or Sze of the pipe or conduit and the hourly fire rating of the wall assembly In which It Is installed, as tabulated below: Max Pipe F T or Condult Rating Rating _ Dram In (mm) Hr Hr: 1 (25) 1 or 2 0+, 1 or 2 1(25) 3 o 4 3or4 - 4 (102) 1 or 2 0 6(152) 3Or4 D 12 (305) 1 ort 0 +When copper pipe Is used, T Rating Is 0 h. 3M. COMPANY - CP 25WB+ or FB -3000 Wr. -*Bearing the UL Oasslflcaoon Mark Last Updated on 2005-06-1$ Out �ign52 Print this pane Terms of us pace DD ® 2014 UL LLC 'Men the UL Leaf Mark Is on the product, or when the word "Environment" is included In the UL Mark please search the UL Environment ata ase for acki Information regarding this products certification: The appearance of a company's name or product In the database does not'tn' itself assure that products so Identified have been manufactured under UVS Follow -Up Service. Only those products bearing the UL mark should be consdered to be Certified and covered under UL's Follow -Up Service Alwayslookfor the Marc on the product. 0 I\IITI AT14 I O' 1. 1� 1rl/�rn FIRE ALARM RISER DIAGRAM NO SCALE SECOND FLOOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _..... _. ................ . ....... ... .. ..:.............. ........................ ..... ...... ... ..... ._.....-_............ .. ..... .. .......... .... .... ..-.. .....,...._ _.._... .,,,........ .. ....................... .................... .... ........-.... _ _........ ... ...... ._., ___. ......... . _....., .......................... :. ...._. ......... ..... .... ..._.. .... ........ .. ._.._.. _. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DRAWING CRITERIA PH 407 897 5461 ARCHSOLVESiAOL-COM THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR DESIGN OF THE FIRE ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 ALARM SYSTEM ON THIS PROJECT. 1. NFPA 70, NATIONAL ELECTRICAL CODE 2. NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE 3. FLORIDA FIRE PREVENTION CODE - 2010 EDITION REVISION: GENERAL NOTES 1. THE FIRE ALARM SYSTEMS SHALL COMPLY WITH NFPA 72, THE FLORIDA FIRE PREVENTION CODE, THE FLORIDA BUILDING CODE (2010) AND ALL LOCAL CODES AND REQUIREMENTS. 2. FINAL SYSTEM ACCEPTANCE AND APPROVAL SHALL BE CONDUCTED BY STATE FIRE MARSHAL McKeem AND ARCHITECT/ENGINEER. 3, THE CONTRACTOR SHALL PREPARE SYSTEM LAYOUT DRAWINGS PER NFPA 72. 4• THE FIRE ALARM SYSTEM SHOWN REPRESENT THE DESIGN INTENT OF THE ENGINEER OF RECORD, IN ACCORDANCE WITH STATE REGULATION 61G15-32. IT IS THE RESPONSIBILITY OF THE 9 CONTRACTOR TO COORDINATE INSTALLATION WITH ALL OTHER TRADES. THE CONTRACTOR b C V SHALL PROVIDE COMPLETE FIRE ALARM LAYOUT DRAWINGS WITH ANY ADDITIONAL DEVICES, OR F7,- 1 SYSTEM COMPONENTS AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM AND TO AVOID 7 CONFLICTS WITH OTHER TRADES. 5. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING TYPES, HEIGHTS AND ALL rvo ASSOCIATED DATA. 6, PROVIDE WIRING TO TAMPER SWITCHES ON ALL CONTROL VALVES. 7. PLENUM RATED CABLING SHALL BE PERMITTED ABOVE SUSPENDED CEILINGS AND IN OPEN Ljj Z CEILINGS WHERE NOT EXPOSED TO PHYSICAL DAMAGE. 8, SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING ■ OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. SEE E N G I N E LIRI N G it FIRE RATED PIPE PENETRATION DETAILS. ORLANDO, FL. 32828, phone: (407)277-3431 FLORIDA ADMINISTRATIVE CODE CHAPTER 61 G15-32 NOTES 1, THE FIRE ALARM SYSTEM SCOPE OF WORK SHALL INCLUDE THE PREPARATION AND DESIGN OF THE FIRE project code: 2016 -25 ' ALARM SYSTEM LAYOUT DOCUMENTS (WORKING PLANS). PROVIDE ALL EQUIPMENT, MATERIALS, SHEET INFORMATION COMPONENTS, ASSEMBLIES AND SUPPORT SYSTEMS REQUIRED, AS DESCRIBED, IN NFPA 72. THE FIRE UL DETAILS Et FIRE ALARM CONTRACTOR SHALL PROVIDE BACKUP BATTERY CALCULATIONS FOR THE DESIGN OF THE FIRE SHEET NUMBER ALARM SYSTEM. 2, THE FIRE ALARM DESIGN, CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING OF THE FIRE ALARM SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 72, THE FLORIDA BUILDING CODE (2010) AND THE FLORIDA FIRE PREVENTION CODE (2010) AND ALL LOCAL CODES REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 3. AREA OCCUPANCIES AND HAZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA NOTE LOCATED ON ARCHITECTURAL LIFE SAFETY DRAWING(S). 4. ALL FIRE PROTECTION SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND INTERFACE WITH THE FACP ON THE SUPERVISORY CIRCUIT, ALL FLOW SWITCHES SHALL INTERFACE WITH THE FACP ON THE ALARM CIRCUIT. 5. THE FIRE ALARM CONTRACTOR SHALL PREPARE AND PROVIDE FIRE ALARM SYSTEM LAYOUT DOCUMENTS WITH BACKUP BATTERY CALCULATIONS. DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND THE LOCAL AHJ FOR ACCEPTANCE PRIOR TO PERMITTING. g ALL FIRE ALARM EQUIPMENT AND COMPONENTS SHALL BE LISTED AND TESTED FOR FIRE ALARM USE AND IN ACCORDANCE WITH NFPA 72, ALL FIRE ALARM EQUIPMENT AND COMPONENTS SHALL BE THE U.L. LISTED AND FM APPROVED, 0 I\IITI AT14 I O' 1. 1� 1rl/�rn FIRE ALARM RISER DIAGRAM NO SCALE SECOND FLOOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _..... _. ................ . ....... ... .. ..:.............. ........................ ..... ...... ... ..... ._.....-_............ .. ..... .. .......... .... .... ..-.. .....,...._ _.._... .,,,........ .. ....................... .................... .... ........-.... _ _........ ... ...... ._., ___. ......... . _....., .......................... :. ...._. ......... ..... .... ..._.. .... ........ .. ._.._.. _. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVESiAOL-COM 1111 ■ ■ v 111 w w w. a r c h d y n, c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS PERMIT: 20 JULY 2016 REVISION: ADDITION OF COFFEE AREA Q5 10 MAY 2017 REVISION: ffilafflLDATE �k McKeem CONS RUCT1OPJ CO. �- 9 N b C V ir °`- F7,- 1 r� 7 N A. Q a M 0 rvo Z LLj �-�- O ry — L77" O 0 Ljj Z MEMM ,a^ V ENGINEER SEAL / SIGNATURE ■ C L kE jZ E N G I N E LIRI N G it C.A. No. 27848 t' 13651 CRYSTAL RIVER DRIVE f`?� ORLANDO, FL. 32828, phone: (407)277-3431 fax: (407)277-8343 f = email: darius@clear-engr:c fi drawn: MDF h reviewed: DDA -1 project code: 2016 -25 ' [man: A2. I SHEET INFORMATION BUILDING #1 UL DETAILS Et FIRE ALARM RISER DIAGRAM,' SHEET NUMBER 2 • 1 L_ Q) 0-0 c N on , C: V)-0 c Ev3N cLa) vo Q)E vcE� o°ni_u E'tnoC E -v0 E • ti- V1 Q)0 4 rEa c 0CICT c.o co Q), - n > a) Ln(u Ln -Z) 0 E C: ^ ro 0 -c UC.Gi oDoff p u Q)fo 0 Q 4 -c j (0 U i Vf N rC3 �+-0 0 u a) Ln a) U 0M j L L Qa 4cu �� a)= L a'.0 4J woo cis on,., c c 0 'C c 4-J L Co Q) L_ �� r0 a U c3CU -0 E .- tA u a u >, E 0-00 -O LA4.1 C N N C CU (D E L_ 4-.J U c Ira o U ,U 4--J'O L_ C -Q«7r0„ � � Q1 VL_ N 4 yNj Q -J 000 0u u -QO�na)L_ ao�i�v04- .0 'j, ^ Q) O 41 (a j- N-0 OOH 'O r0 4-) LA 000:3 Q) amaCU cc c�r✓4o Oc=O� u 0= u 4.J =v a, O r�OLQu cuco 0--f ',n NM04-,0 N CL C L E '>.4-' u -0`000 Q) ro >0Ua) 0ou a) on I a�Nccra > �O N N C C- N 00-0L_O Q- a ru c -6- Ln �LcQ) a,o+ ^(- .o M -r- a) r^UE Q0 rOO��.0 >,u.- O.OD � � >c0Ln'•E c on 70 V V OV 'L_ ..0 . 0 N 0 Ln C C N L t/'1 N 0 -0 4-" 4- `0 E4-1� 0�-�4- to U 4- C a) O•C C0='LADn C1Ui .4 *C: '^-rLE0 L -a) a) E (Uo � N 4-1 on ML L_ 0- "'3 °Ja a) a) L > 0 -0 puono a) ai -° •E E 0 M C r(3 � 4_J r0 a)C00E u 0�Na) Ln (U 0.- 4-J .c Vf N 0 N 0 4-J L_ V) -0 C �. c � t! oND 0.!n cuMCLV 3-0'C-0 u C a) L_ 'E C a) ra m a)Aco� 4--J i6 a� cEv,� 4-+ O_-0Oona) c 0) o '[;; � 0s ccoa,L_ a) o L_ Q E ,2 n- o a� -vac � C00Na) a) -- +; c ;_J �>°(a2 NATE: HOT PH 407 897 5461 ARCHSOLVE@AOL.COM NO SCALE ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER 1826001339 PANEL DPA LOCA110N ELEC ROOM EXTERIOR INTERIOR 277/48OV-30-4W 1200A M.L.O. MINIMUM BREAKER AIC 65,000 MOUNTING SURFACE LINE REVISION: SPECIFICATIONS. SIZE AS SHOWN ON DIAGRAMS NOTA LMCKee,-., CONST TI N �c 0 Co. ' i SERVICE GND. PER N.E.C. AND 5 NEUTRAL NOTES TO BUILDING LIGHTNING MECHANICAL TIMECLOCK FOR SITE SIZE AS SHOWN ON DIAGRAMS (4)SETS OF: (4)#350 KCMIL CU, #3/0 G, 3"C BUILDING STEEL -� (IFOA A LABLE) STEM oM Z �- RELAY PANEL "RP1" SCHEDULE TRIP KPOLES 0A OB 7 (3)#1,#6G, 1-1/2"C (4)#3/0, #6 G, 2-1/2"C CKT. N� _� BUILDING STEEL LIGHTING. NEMA 3R RELAY PANEL LOAD CONTROL MAIN WATER SERVICE PIPE (IFJ 1 LOADS oR VOLTAGES CIRCUIT OR DIFFERENT 2. SP20-MV SVNTCHPACK SHOWN FOR LIGHTING 120/277VAC 20AMP RATING. 3. SPR20-MV SWITCHPACK SHOWN FOR RECEPTACLES. 120/277VAC zoAMP RATING. (IF AVAILABLE) O -PANEL HA NO. CIRCUIT NO. DESCRIPTION METHOD METAL) JUMPER AROUNDCONCRETE-ENCASED INTERMATIC T103 (OR EQUAL) 125 3 1 SPACE PROVISION FOR FUTURE TENANT Q A WATER METER (4)#3, #8G, 1-1 "C SAFETY DISCONNECT SWITCH 2O0AF/NF 400AF/225AT/3P, FUSED DISCONNECT SWITCH HA -29 LIGHTS LOBBY CEILING A S- (2)3/4"0x 101 COPPER -CLAD TRANSFORMER 3 (4)#3/0, #6 G. 2-1/2"C (3)#1,#6G, 1-1/2"C A - (4)#3/0,#6G, 2-1/2 C (4)#4/0, #2G, 2-1/ C 4 LA -52 TRACK LIGHITNG MOCKUP AREA (4)SETS OF: - 10'-0" APART GROUNDING DETAIL 11 12 5 LA -54 TRACK LIGHITNG MOCKUP AREA A GROUNDING DETAIL NO SCALE (4)#3/0, 2-1/2"C 6 LA -56 (4)#350 KCMIL CU, 3"C A _ PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL F TURE PANEL ONLY PANEL PANEL 1200AF/AT 1000AF/AT DPA HA LA LA LA2 LA3 "DPB" C1 HB C2 DPC HC 1 HPH HPL 277/480V `..--- 277/480V 1200A 200A SECT. 1 SECT. 2 225A 100A 1000A 400A 200A 225A 200A 200A 50A 30,4W ; , O 30,4W M.L.O. M.L.O. 225A 225A M.C.B. M.L.O. M.L.O. M.C.B. M.L.O. (3)#1'#6G' M.L.O. M.L.O. M.C.B. M.C.B. CT CABINET NEMA I CT CABINET NEMA 277/480V 277/480V M.C.B. M.L.O. 120/208V 120/208V 277/480V 120/208V 277/480V 1-1/2"C 120/208V ! 277/480V SPACE ONLY 277/480 120/208 1 3R L 23 24 3R 30,4W 30,4W 120/208V 20/208V 30,4W 30,4W 30,4W 30,4W 30,4W 30,4W 30,4W DONMLIGHTS TROFFERS 30,4W 30AW - 1 0.0 PROVIDE 0.0 30,4W 30,4W - 1 SPACE ONLY RED(15VDc) UTILITY NEMA 3R 3)#10, #10G, 3/4"C NEMA 3R SPACE ONLY GROUNDGROUND FAULT 5 1 0.0 FAULT (3)#1,#6G, 1-1/2"C 0.0 - 1 c XFMR 277/480V 15 KVA STEP DOWN 0 -ELEVATOR (1) 4" CONDUIT W/ PULL STRI PROTECTION 75 KVA RELAY PANEL W/ ASTRONOMIC STEP DOWN 75 KVA S1EP DOWN 0.0 112.5 KVA STEP DOWN 75 KVA STEP DOWN SPACE ONLY SECONDARY XFMR "T -H" 480-120/208V (4)#6, #8G, 1"C 31 32 0.0 TIMECLOCK. 8 RELAYS. XFMR "T-1" GREENGATE LK8 (OR EQUAL) 480-120 208V XFMR "T-2" (4)#4/0, #2G, 480-120 208V (4)#4/0, #2G, 2-1/2 XFMR "T -C1" 480-120/208V XFMR "T -C2" 480-120/208V O MANUAL LIGHT SWITCH (WALLBoxDIMMER) NEMA 3R - - 7.5 - - ....._.. ......... -- -- -- - - .... ............... -- ...__ . _-....-... ..-...... _ ...... _........-.... 30 4W 2-1/2-C _..._ _..._.,, _..... 30,4W ._..... ..-.-..... ..... 30,4W 30 4W _..... ..... .......... .._ ........... D OR FINISHED SPACE ONLY -L—#8 CU TO BLDG STEEL 50 3 10.6 (3)SETS OF: 37 38 = 2 CU TO BLDG STEEL _ #2 CU TO BLDG STEEL #2 CU TO (2) SETS OF: _ #2 CU TO BLDG STEEL RADE " (4)#400 KCMIL CU, 3-1/2-C--4 - (3)SETS OF: 39140 BLDG STEEL (4)#3/0, #2G, 2-1/2"C 10,6 - - 10 - MODEL GMDS - LOAD "B" (NORMALLY OPEN MOMENTARY SWITCH) a MANUAL LIGHT SWITCH 5 (4)#400 KCMIL CU,#2/OG,3-1/2" 0- - - 10.6 41142 10.6 - - #3/fCUSERVICE GROUND TOTALS [±3/0 CU 70.7 70.7 (1) 4" CONDUIT W/ PULL STRING 50.3 50.3 50.3 _ SERVES 5 CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: LIGHTING 0.00 1.25 5 RECEPTACLES - 1ST 10 KVA 0.00 1.0 0.00 RECEPTACLES - ABOVE 10 KVA 0.00 POWER RISER DIAGRAM 0.50 0.00 MODELGIDS- LOAD"A° (NORMALLY OPEN NATE: HOT PH 407 897 5461 ARCHSOLVE@AOL.COM NO SCALE ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER 1826001339 PANEL DPA LOCA110N ELEC ROOM SERVICE GND. PER N.E.C. AND SERVICE RATING 277/48OV-30-4W 1200A M.L.O. MINIMUM BREAKER AIC 65,000 MOUNTING SURFACE LINE REVISION: SPECIFICATIONS. SIZE AS SHOWN ON DIAGRAMS NOTA LMCKee,-., CONST TI N �c 0 Co. ' SERVICE GND. PER N.E.C. AND NEUTRAL NOTES TO BUILDING LIGHTNING SPECIFICATIONS. SIZE AS SHOWN ON DIAGRAMS BUILDING STEEL -� (IFOA A LABLE) STEM oM Z �- RELAY PANEL "RP1" SCHEDULE TRIP KPOLES 0A OB (IF AVAILABLE) CKT. N� _� BUILDING STEEL KVA �B 0C RELAY PANEL LOAD CONTROL MAIN WATER SERVICE PIPE (IFJ 1 LOADS oR VOLTAGES CIRCUIT OR DIFFERENT 2. SP20-MV SVNTCHPACK SHOWN FOR LIGHTING 120/277VAC 20AMP RATING. 3. SPR20-MV SWITCHPACK SHOWN FOR RECEPTACLES. 120/277VAC zoAMP RATING. (IF AVAILABLE) O -PANEL HA NO. CIRCUIT NO. DESCRIPTION METHOD METAL) JUMPER AROUNDCONCRETE-ENCASED ELECTRODE " 125 3 1 HA -23 LIGHTS FIRST FLR CORRIDOR A WATER METER (IF AVAILABLE) - - 2 HA -29 LIGHTS LOBBY CEILING A S- (2)3/4"0x 101 COPPER -CLAD TRANSFORMER 3 HA -31 LIGHTS SECOND FLR CORRIDORS A - GROUND RODS SPACED MIN. BLACK (COMMON) 4 LA -52 TRACK LIGHITNG MOCKUP AREA A - 10'-0" APART GROUNDING DETAIL 11 12 5 LA -54 TRACK LIGHITNG MOCKUP AREA A GROUNDING DETAIL NO SCALE 6 LA -56 FIRST FLOOR LOBBY WALL SCONCES A _ 7 0.0 SPARE - NO SCALE ONLY LINE 0- - - 9.7 15 16 8 0.0 SPARE 1 SPACE ONLY 0- 1 9.7 17 18 0.0 CONTROL METHOD KEY 1 SPACE ONLY NEUTRAL A. TIMECLOCK ON, TIMECLOCK OFF. AFTER HOURS LIGHTING OVERRIDE TO BE SPACE ONLY - 1 0.0 PROGRAMMED FOR DURATION OF LESS THAN 4 HOURS. 19120 0.0 - 1 B. PHOTOCELL ON, TIMECLOCK OVER -RIDE OFF "LISE BLACK LEAD FOR 120VAC. USE ORANGE LEAD FOR 277VAC. CAP UNUSED LEAD. m LOAD "B" LOAD "B" C. CONTROLLED BY DIGITAL SWITCH, REFER TO DRAWINGS FOR LOCATIONS. - RED (10-30VDC) BLUE (CONTROL -OCC) BLACK (COMMON) PURPLE (NORMALLY CLOSED) YELLOW (CONTROL-OCC/DAY) GRAY (ISOLATED RELAY COMMON) BROWN (BLUE CONTROL) ORANGE (NORMALLY OPEN) WHITEIBROWN (YELLOWCONTROL) OAC AND VAC MANUAL MODE OPERATION: 1. SWITCHES ARE REQUIRED TO TURN CORRESPONDING LOADS ON. 2. LOADS TURN OFF WHEN SENSOR TIMES OUT OR WITH SWITCHES. 3. IF DAYLIGHT SENSOR IS ENABLED AND LIGHT LEVEL IS ABOVE SETPOINT, SWITCHPACK CONNECTED TO YELLOW LEAD WILL NOT TURN LOAD ON. OAC AUTOMATIC MODE OPERATION: 1. WHEN SENSOR ACTIVATES, BOTH LOADS TURN ON. 2. SWITCHES CAN BE USED TO TURN LOADS ON OR OFF. 3. IF DAYLIGHT SENSOR IS ENABLED AND LIGHT LEVEL IS ABOVE SETPOINT, SINITCHPACK CONNECTED TO YELLOW LEAD WILL NOT TURN LOAD ON. RECOMMENDED WIRE: 18-3 AWG STRANDED WIRE SHIELDED OR NON/SHIELDED LIGHTING RELAY PANEL. ASTRONOMIC TIMECLOCK. OCCUPANT WARN OFF AND OVERRIDES. RS -232 PORT STANDARD. GREENGATE DIGITAL SWITCH INPUTS. MANUAL AND PROGRAMMABLE CONTROL OF EACH RELAY. PROVIDE WITH VOLTAGE SEPARATION BARRIER. GREENGATE LK8-120/277 (OR EQUAL) OCCUPANCY SENSOR WIRING DIAGRAM NO SCALE 0 HOT PH 407 897 5461 ARCHSOLVE@AOL.COM nn■ ■gni w w w a r c h d y n. c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER 1826001339 PANEL DPA LOCA110N ELEC ROOM PERMIT: SERVICE RATING 277/48OV-30-4W 1200A M.L.O. MINIMUM BREAKER AIC 65,000 MOUNTING SURFACE LINE REVISION: '•:DATE - LMCKee,-., CONST TI N �c 0 Co. ' NEUTRAL NOTES 1 " �- _h Q N Q oM Z �- LOAD DESCRIPTION TRIP KPOLES 0A OB 0C CKT. N� 0A KVA �B 0C TRIP KPOLES LOAD DESCRIPTION •use BLACK LEAD FOR lzovnc. USE ORANGE LEAD FOR 277VAC. CAP UNUSED LEAD. RED(15VDC) BLUE (CONTROL) _ SWITCH- PACK BLUE Lu LOAD "A" (SWITCHED OUTLETS)) 1 LOADS oR VOLTAGES CIRCUIT OR DIFFERENT 2. SP20-MV SVNTCHPACK SHOWN FOR LIGHTING 120/277VAC 20AMP RATING. 3. SPR20-MV SWITCHPACK SHOWN FOR RECEPTACLES. 120/277VAC zoAMP RATING. 5 O -PANEL HA 200 3 27.1 phone: (407)277-3431.* fax: (407)277-8343 ' email: clarius@clebe-engr. m 2 15.9 125 3 0 -PANEL LA VIA XFMR 4 15.9 0- - - Li45 - - 0- - - - 6 15.9 SPARE 200 3 15.8 8 23.8 - - 0 - 125 3 0 -PANELS LA2, LA3 VIA XFMR S- - - 15.8 9 10 23.8 1 - - 0- BLACK (COMMON) S- - - 15.8 11 12 23.8 - - 0- HOT _ 13 14 0.0 - 1 ISPACE ONLY LINE 0- - - 9.7 15 16 0.0 - 1 SPACE ONLY 0- 1 9.7 17 18 0.0 - 1 SPACE ONLY NEUTRAL SPACE ONLY - 1 0.0 19120 0.0 - 1 SPACE ONLY "LISE BLACK LEAD FOR 120VAC. USE ORANGE LEAD FOR 277VAC. CAP UNUSED LEAD. m LOAD "B" LOAD "B" SPACE ONLY - 1 0.0 21 22 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 23 24 0.0 - 1 SPACE ONLY DONMLIGHTS TROFFERS SPACE ONLY - 1 0.0 25 26 0.0 - 1 SPACE ONLY RED(15VDc) SWITCH- SPACE ONLY - 1 0.0 27 28 0.0 - 1 SPACE ONLY BLUE (CONTROL) PACK 0 -ELEVATOR 60 3 7.5 29.30. 0.0 - 1 SPACE ONLY 0- - - 7.5 31 32 0.0 - 1 SPACE ONLY BLACK (COMMON) BLUE O MANUAL LIGHT SWITCH (WALLBoxDIMMER) 0_ - - 7.5 33 34 0.0 - 1 SPACE ONLY SHUNT TRIP UNIT - 1 0.0 35 36 0.0 - 1 SPACE ONLY 0-IWH 1 50 3 10.6 37 38 10.6 50 3 0-IWH 2 0- - - 10,6 39140 10,6 - - 10 - MODEL GMDS - LOAD "B" (NORMALLY OPEN MOMENTARY SWITCH) a MANUAL LIGHT SWITCH 0- - - 10.6 41142 10.6 - - 0 - TOTALS 70.7 70.7 70.7 50.3 50.3 50.3 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: LIGHTING 0.00 1.25 0.00 RECEPTACLES - 1ST 10 KVA 0.00 1.0 0.00 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 MODELGIDS- LOAD"A° (NORMALLY OPEN MECHANICAL 0.00 1.00 0.00 EQUIPMENT 0.00 1.0 0.00 MOMENTARY SWITCH) APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 47,40 1.0 47,40 OTHER 315.60 1.0 315.60 TOTALS 363.00 363.00. CALCULATED AMPS: 437 OCCUPANCY SENSOR WIRING DIAGRAM NO SCALE 0 ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVE@AOL.COM nn■ ■gni w w w a r c h d y n. c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER 1826001339 PLAN SUBMISSIONS Ft REVISIONS PERMIT: IF20 JULY 2016 REVISION: ADDITION OF COFFEE AREA Z5 10 MAY 2017 REVISION: '•:DATE LMCKee,-., CONST TI N �c 0 Co. ' O p -+ 1 " �- _h Q N Q oM Z �- W 0 _! ry O LJ_ z a v1 ENGINEER SEAL / SIGNATURE M ■ CLQ µ iE=- N G 1 I I= F R`N G C.A. No. 27848 13651 CRYSTAL`1t1VtR DRIVE ORLANDO, FL..32828 ' ,, c- phone: (407)277-3431.* fax: (407)277-8343 ' email: clarius@clebe-engr. m drawn: MDF reviewed: DDA protect code: 2016 -25 `r (man: A2.11 .; SHEET INFORMATION BUILDING #1 ELECTRICAL RISER DIAGRAM SHEET NUMBER 3 e i C - O .1 L +J c 0 "t 0++ s > f� E-03� j c L �ucE o'E1 E'�oi Ems( vE 0cccas C .0 C C a) '> 0- r a� - 4-J aj LA -u 0 E>,uc � L + uc > �.O O< v j a Q �.cs V, Oua� Zj.� � N u o n L L CL ii I } vo0a `M on � c c 0 L f� L -c n3 C (U -C v E n u rt u •M 0 'C7 u Ln >% fo fu .� £ L +J L OM'4C 4-' U ,,T L; 'L C 2� i0c} Q+J0c 00 r, On u - a),c vz c u 'C ooac s cLo�- o_.0 R u o=:E c uOu4- -aa fu 0a,a c. c (L o� 3s NfaO+ cu E Z>,4- -c: o c a) fo>vt-, L L Q,L o E Vic= .p O Q N C 00-a� Ln 4-j I a) �L°u a fc$ ns u Ln L L = Q n7 O tj �� J y_ L C C >cu((A 0L C fuUu0 s: !� V) O NC L V) o -v LLE3u ry O L- L- c0o� U " u C Hrja)0 c ou u O�QL EO=Cl c +� :0N•3O -0 N 4-J a�N�L L Lrc0J- 0 u or a)a) -o E u("cc _ (D -0 a-+ 1 C2 u O 0 0 t. VI a� O4-1 L y N O O.0 s: s^ -n3 N�VOL OA 0 Vf C= u fu L •N s a)cE4` N O OA a)Gco 4-J =EN 0:oOc Oft c a) O '(n 04-' c cc.00 a) o a.n L c O a)- fC1 -0 4-1 >ouM L 21 I SERVICE RATING 5 MINIMUM BREAKER AIC 10,000 MOUNTING SURFACE, NEMA 3R LOAD DESCRIPTION BKR KVA TRIP POLES 0A 0B 0C CKT. NO. OA KVA OB OC BKR LOAD DESCRIPTION TRIP POLES 0-FACP 20 1 0.4 3 0.5 1 2 0.6 0.5 2.8 20 1 0 -TRUCK WELL SUMP PUMP R-RECEPT AT POND PUMP PANEL HPH 1 0.2 SERVICE 277 480V-3�-4W MINIMUM BREAKER AIC 30,000 0.3 R -N BREAK AREA 20 2 L -SITE LIGHITNG 0 -IRRIGATION CONTROLLER 20 1 0.2 5 6 - 0.5 0.3 - - L - SPARE 20 _ 0- 7 8 0.2 1 2.6 5 20 1 RECEPT AT EAST EXTERIOR SPARE 20 1 0.6 20 1 9 10 L -HIGH BAY LIGHTS 0.6 1 2.6 20 1 SPARE SPARE 20 1 0.6 11 12 L -HIGH BAY LIGHTS L -HIGH BAY LIGHTS LOCATION EXTERIOR 20 1 SPARE RATING - 200A M.C.B. 1 MOUNTING SURFACE, NEMA 3R 0.0 L -HIGH BAY LIGHTS L -HIGH BAY LIGHTS - 1 SPACE ONLY SPACE ONLY - 1 0.0 2.6 15 16 R-REC COPY RM 108 0.0 L -HIGH BAY LIGHTS - 1 SPACE ONLY SPACE ONLY - 1 LOAD DESCRIPTION BKR KVA TRIP POLES 0A OB OC CKT. NO OA KVA OB 0C BKR LOAD DESCRIPTION TRIP POLES SPACE ONLY - 1 0.0 2.6 19 20 0.0 14 0.6 - 1 SPACE ONLY SPACE ONLY - 1 0.0 1 0.6 21.22. 19 20 0.0 1.4 - 1 SPACE ONLY SPACE ONLY - 1 0.0 23 24 20 21 22 0.0 - 1 SPACE ONLY 20 - - 0- L - 25 26 18 0.6 21 0.4 1 R-REC COPIER RM 132 L -EXT. LIGHTS NORTH, WEST 20 1 0.8 - 1 2 2.1 19 30 3 0 -IRRIGATION WELL PUMP 0.6 20 1 29 30 39 40 0 -DRYER EXHAUST BOOSTER FAN R-REC RR, HALLWAY 20 1 1.2 25 41 42 31 32 SPARE 0.6 TOTALS 1.4 1.3 0.6 20 5.2 5.2 5.2 L -EXT LIGHT EAST, SOUTH 20 1 0.7 CALC. DEMAND -KVA 3 4 2.1 - - 0- 1.25 1.88 RECEPTACLES - 1ST 10 KVA 0.00 1.0 0.00 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 MECHANICAL 0.00 1.00 0.00 EQUIPMENT 0.00 1.0 0.00 L -EXT. LIGHTS 20 1 0.5 5 6 2.1 - - 0 - 1.80 OTHER 15.60 1.0 15.60 TOTALS 18.90 41 42 19.28 CALCULATED AMPS: 54 1 TOTALS 29 1.0 0.8 0.8 36 1.2 SPARE 20 1 0.6 SERVES 7 8 0.9 CONN. LOAD -KVA 20 3 0 -POND FOUNTAIN CALC. DEMAND -KVA NOTES: *LOCK -ON BREAKER LIGHTING 0.60 1.25 0.75 -- RECEPTACLES - 1ST 10 KVA 0.20 1.0 0.20 1 RECEPTACLES -ABOVE 10 KVA 0.00 0.50 0.00 1.9 MECHANICAL SPARE 20 1 0.6 R-REC OFFICE 141 9 10 0.9 - - 0 - 0.00 1.2 APPLIANCE 0.00 0.75 0.00 0.6 SPARE/SPACE 3.60 1.0 3.60 20 OTHER 1.20 1.0 1.20 38 TOTALS SPACE ONLY - 1 0.0 11 12 0.9 - - - 10- L -HIGH BAY LIGHTS 20 1 2.6 11 12 RECEPTACLES -ABOVE 10 KVA 2.8 20 1 L -HIGH BAY LIGHTS 0- R-REC SHOW WINDOW SPARE 1.6 11 12 0.00 2.1 - - 0- SPAC SPACE ONLY - 1 0.0 20 131141 0.0 0 -SIGN CIRCUIT - 1 SPACE ONLY OTHER 6.2 6.4 3.8 TOTALS 7.3 33.70 SERVES CONN. LOAD -KVA D.F. CALC. DEMAND -KVA NOTES: ' SPACE ONLY - 1 0.0 1.0 10.00 15 16 2.2 30 3 0 -PANEL HPL VIA XFMR 1.00 0.00 EQUIPMENT 0.00 1.0 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.0 0.00 OTHER 11.00 1.0 11.00 TOTALS 32.90 26.95 SPACE ONLY - 1 0.0 17 18 2.2 - - 0 - SPACE ONLY - 1 0.0 19 20 2.2 - - 0= 21 22 23 24 25 26 27 28 29 30 31 32 5 33 34 35136 * 5 McKeelv" PANEL HPL LOCATION _EXTERIOR SERVICE RATING 120/208v -30-4w 50A M.C.B. MINIMUM BREAKER AIC 10,000 MOUNTING SURFACE, NEMA 3R LOAD DESCRIPTION BKR KVA TRIP POLES 0A 0B 0C CKT. NO. OA KVA OB OC BKR LOAD DESCRIPTION TRIP POLES 0-FACP 20 1 0.4 3 0.5 1 2 0.6 0.5 2.8 20 1 0 -TRUCK WELL SUMP PUMP R-RECEPT AT POND PUMP 20 1 0.2 - 3 4 1 0.3 R -N BREAK AREA 20 2 L -SITE LIGHITNG 0 -IRRIGATION CONTROLLER 20 1 0.2 5 6 - 0.5 0.3 - - L - SPARE 20 1 0.6 0- 7 8 0.2 1 2.6 5 20 1 RECEPT AT EAST EXTERIOR SPARE 20 1 0.6 20 1 9 10 L -HIGH BAY LIGHTS 0.6 1 2.6 20 1 SPARE SPARE 20 1 0.6 11 12 L -HIGH BAY LIGHTS L -HIGH BAY LIGHTS 0.6 20 1 SPARE SPACE ONLY - 1 0.0 1 13 14 0.0 L -HIGH BAY LIGHTS L -HIGH BAY LIGHTS - 1 SPACE ONLY SPACE ONLY - 1 0.0 2.6 15 16 R-REC COPY RM 108 0.0 L -HIGH BAY LIGHTS - 1 SPACE ONLY SPACE ONLY - 1 0.0 17 18 2.6 20 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 2.6 19 20 0.0 14 0.6 - 1 SPACE ONLY SPACE ONLY - 1 0.0 1 0.6 21.22. 19 20 0.0 1.4 - 1 SPACE ONLY SPACE ONLY - 1 0.0 23 24 20 21 22 0.0 - 1 SPACE ONLY 20 - - 0- L - 25 26 18 0.6 21 0.4 1 R-REC COPIER RM 132 R-REC MOCK UP EAST 27 28 1 1.0 - 37 38 19 20 0.6 20 1 29 30 39 40 0 -DRYER EXHAUST BOOSTER FAN R-REC RR, HALLWAY 20 1 1.2 25 41 42 31 32 SPARE 0.6 TOTALS 1.4 1.3 0.6 20 5.2 5.2 5.2 SERVES CONN. LOAD -KVA D.F. CALC. DEMAND -KVA NOTES: LIGHTING 1.50 1.25 1.88 RECEPTACLES - 1ST 10 KVA 0.00 1.0 0.00 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 MECHANICAL 0.00 1.00 0.00 EQUIPMENT 0.00 1.0 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 1.80 1.0 1.80 OTHER 15.60 1.0 15.60 TOTALS 18.90 41 42 19.28 CALCULATED AMPS: 54 PANEL HPL LOCATION _EXTERIOR SERVICE RATING 120/208v -30-4w 50A M.C.B. MINIMUM BREAKER AIC 10,000 MOUNTING SURFACE, NEMA 3R LOAD DESCRIPTION BKR KVA TRIP POLES 0A 0B 0C CKT. NO. OA KVA OB OC BKR LOAD DESCRIPTION TRIP POLES 0-FACP 20 1 0.4 3 0.5 1 2 0.6 0.5 2.8 20 1 0 -TRUCK WELL SUMP PUMP R-RECEPT AT POND PUMP 20 1 0.2 - 3 4 1 0.3 R -N BREAK AREA 20 2 L -SITE LIGHITNG 0 -IRRIGATION CONTROLLER 20 1 0.2 5 6 - 0.5 0.3 - - L - SPARE 20 1 0.6 0- 7 8 0.2 1 2.6 5 20 1 RECEPT AT EAST EXTERIOR SPARE 20 1 0.6 20 1 9 10 L -HIGH BAY LIGHTS 0.6 1 2.6 20 1 SPARE SPARE 20 1 0.6 11 12 L -HIGH BAY LIGHTS L -HIGH BAY LIGHTS 0.6 20 1 SPARE SPACE ONLY - 1 0.0 1 13 14 0.0 L -HIGH BAY LIGHTS L -HIGH BAY LIGHTS - 1 SPACE ONLY SPACE ONLY - 1 0.0 2.6 15 16 R-REC COPY RM 108 0.0 L -HIGH BAY LIGHTS - 1 SPACE ONLY SPACE ONLY - 1 0.0 17 18 2.6 20 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 2.6 19 20 0.0 14 0.6 - 1 SPACE ONLY SPACE ONLY - 1 0.0 1 0.6 21.22. 19 20 0.0 1.4 - 1 SPACE ONLY SPACE ONLY - 1 0.0 23 24 20 21 22 0.0 - 1 SPACE ONLY 20 - - 0- L - 25 26 18 0.6 21 0.4 20 1 R-REC COPIER RM 132 R-REC MOCK UP EAST 27 28 1 1.0 - - 19 20 0.6 20 1 29 30 1 0 -DRYER EXHAUST BOOSTER FAN R-REC RR, HALLWAY 20 1 1.2 25 21 31 32 SPARE 0.6 - 1 20 1 0 -DRYER EXHAUST BOOSTER FAN R-REC MOCK UP EAST 20 33 34 28 0.8 23 24 - 1 SPACE ONLY 0.2 20 35 36 0 -HOT WATER RECIRC PUMP 0 -WASHER 20 1 1.0 - 0.0 25 26 37 38 0.0 30 2 0 -DRYER IGNITER 0 -WASHER 20 1 39 40 27 28 - 1 1.5 33 - - 41 42 R-REC TTB 20 1 TOTALS 29 1.0 0.8 0.8 36 1.2 0.9 0.9 0 -DRYER IGNITER SERVES 20 CONN. LOAD -KVA D.F. CALC. DEMAND -KVA NOTES: *LOCK -ON BREAKER LIGHTING 0.60 1.25 0.75 -- RECEPTACLES - 1ST 10 KVA 0.20 1.0 0.20 1 RECEPTACLES -ABOVE 10 KVA 0.00 0.50 0.00 1.9 MECHANICAL 0.00 1.00 0.00 R-REC OFFICE 141 EQUIPMENT 0.00 1.0 0.00 1.2 APPLIANCE 0.00 0.75 0.00 0.6 SPARE/SPACE 3.60 1.0 3.60 20 OTHER 1.20 1.0 1.20 38 TOTALS D.F. 5.60 20 1 R-EWC 5.75 20 1 CALCULATED AMPS: 16 PANEL HA LOCATION ELEC RM 124 SERVICE RATING 277/48ov-3�-4w 2ooA M.L.O. MINIMUM BREAKER AIC 30,000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA TRIP POLES �A 0B 0C CKT. NO. 0A KVA 08 �C BKR TRIP POLES LOAD DESCRIPTION 0 -BAF -1 20' FAN 20 3 0.5 20 1 2 0.5 2.8 1 20 3 0 -BAF -1 20' FAN 0- - - 0.5 1 3 4 R -N BREAK AREA 0.5 1 - - .0- 0- - - 0.5 5 6 20 1 0.5 - - 0- L -HIGH BAY LIGHTS 20 1 2.6 5 7 8 2.6 0.2 20 1 L -HIGH BAY LIGHTS L -HIGH BAY LIGHTS 20 1 2.6 1 0.7 9 10 - 2.6 8 20 1 L -HIGH BAY LIGHTS L -HIGH BAY LIGHTS 20 1 2.6 11 12 20 1 2.8 20 1 L -HIGH BAY LIGHTS L -HIGH BAY LIGHTS 20 1 2.8 2.1 13 14 2.6 R -BREAK RM COUNTER RECEPT R-REC COPY RM 108 20 1 L -HIGH BAY LIGHTS L -HIGH BAY LIGHTS 20 1 2.6 12 15 16 20 1 2.6 20 20 1 L -HIGH BAY LIGHTS L -HIGH BAY LIGHTS 20 1 2.6 17 18 13 14 0.6 20 1 SPARE SPARE 20 1 0.6 R-REC SHIPPING/RECEIVING 118 19 20 2.1 1.4 = 1 20 3 0 -EF 12, 13, 14 L -LIGHTS EAST OFFICES 20 1 0.9 20 21 22 R-EWC, RR GFI'S 2.1 20 - - 0- L - 17 18 0.6 21 0.4 20 1 R-REC COPIER RM 132 R-REC MOCK UP EAST 20 1 1.0 - - 19 20 0.6 20 1 20 1 0 -DRYER EXHAUST BOOSTER FAN R-REC RR, HALLWAY 20 1 1.2 25 21 22 SPARE 0.6 - 1 20 1 0 -DRYER EXHAUST BOOSTER FAN R-REC MOCK UP EAST 20 1 28 0.8 23 24 - 1 SPACE ONLY 0.2 20 1 0 -HOT WATER RECIRC PUMP 0 -WASHER 20 1 1.0 - 0.0 25 26 1.5 0.0 30 2 0 -DRYER IGNITER 0 -WASHER 20 1 1.0 27 28 - 1 1.5 33 - - 0- R-REC TTB 20 1 0.4 29 30 35 36 1.5 30 2 0 -DRYER IGNITER R-REC TTB 20 1 0.4 SPACE -ONLY - 31 32 1.5 -- - p- R-REC WALK IN SAMPLES 20 1 1.0 33 34 1.9 1.5 20 1 R-REC OFFICE 141 R-REC OFFlCE 139, 140 20 1 1.2 35 36 4.25 TOTALS 0.6 20 1 R-REC OFFICE 102 R-REC OFFICE 105, 106 20 1 1.2 MECHANICAL 0.00 37 38 0.5 D.F. CALC. DEMAND -KVA 20 1 R-EWC R-REC RECEPT 103, OFFICE 104 20 1 1.2 0.00 39 40 RECEPTACLES -ABOVE 10 KVA 0.2 0.50 20 1 PANEL LA LOCATION SECTION 1 .SERVICE RATING 120/208V-3�-4W 225A M.C.B. MINIMUM BREAKER AIC to,000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA TRIP POLES 0A �B 0C CKT. 0A KVA 0C BKR LOAD DESCRIPTION NO. 0A 0B �C TRIP POLES R -VENDING 20 1 0.9 2 2.8 1 2 0.9 L -HIGH BAY LIGHTS L -HIGH BAY LIGHTS 20 1 R -VENDING R -N BREAK AREA 20 1 0.4 0- 3 4 L -HIGH BAY LIGHTS 0.7 1 20 1 R-REFRIG R -BREAK AREA COUNTER 20 1 20 1 0.2 5 6 3 1.6 0.2 20 1 R -BREAK AREA COUNTER R -BREAK RM REFRIG 20 1 0.7 0- - 7 8 0.9 10 0 -DISPOSAL BREAK RM 20 1 R -BREAK RM MICRO R -BREAK RM COFFEE 20 1 0.6 1.6 9 10 20 0.2 2.1 20 1 R -BREAK RM COUNTER RECEPT R-REC COPY RM 108 20 1 13 0.4 11 12 57 58 20 1 0.4 20 1 R-REC COPY RM 108 R-REC MOCK UPS 1ST FLR 20 1 1.0 0.0 0.0 13 14 1.4 0 L -STAIRWELL LIGHTS 20 1 R-REC MOCK UP WEST R-REC SHIPPING/RECEIVING 118 20 1 1.4 = 1 15 16 20 0.9 1 0.6 20 1 R-EWC, RR GFI'S R -COPIER RM 132 20 1 SPACE ONLY 0.4 17 18 0.6 21 0.4 20 1 R-REC COPIER RM 132 R-REC MOCK UP EAST 20 1 1.0 - - 19 20 0.6 20 1 20 1 0 -DRYER EXHAUST BOOSTER FAN R-REC RR, HALLWAY 20 1 1.2 25 21 22 SPARE 0.6 - 1 20 1 0 -DRYER EXHAUST BOOSTER FAN R-REC MOCK UP EAST 20 1 28 0.8 23 24 - 1 SPACE ONLY 0.2 20 1 0 -HOT WATER RECIRC PUMP 0 -WASHER 20 1 1.0 - 0.0 25 26 1.5 0.0 30 2 0 -DRYER IGNITER 0 -WASHER 20 1 1.0 27 28 - 1 1.5 33 - - 0- R-REC TTB 20 1 0.4 29 30 35 36 1.5 30 2 0 -DRYER IGNITER R-REC TTB 20 1 0.4 SPACE -ONLY - 31 32 1.5 -- - p- R-REC WALK IN SAMPLES 20 1 1.0 33 34 1.9 1.5 20 1 R-REC OFFICE 141 R-REC OFFlCE 139, 140 20 1 1.2 35 36 4.25 TOTALS 0.6 20 1 R-REC OFFICE 102 R-REC OFFICE 105, 106 20 1 1.2 MECHANICAL 0.00 37 38 0.5 D.F. CALC. DEMAND -KVA 20 1 R-EWC R-REC RECEPT 103, OFFICE 104 20 1 1.2 0.00 39 40 RECEPTACLES -ABOVE 10 KVA 0.2 0.50 20 1 R-REC SHOW WINDOW SPARE 20 1 0.00 0.6 41 42 0.00 0.75. 1.2 20 1 0 -SIGN CIRCUIT TOTALS OTHER 6.2 6.4 3.8 TOTALS 7.3 33.70 SERVES CONN. LOAD -KVA D.F. CALC. DEMAND -KVA NOTES: ' LIGHTING 0.00 1.25 0.00 RECEPTACLES - 1ST 10 KVA 10.00 1.0 10.00 RECEPTACLES -ABOVE 10 KVA 11.90 0.50 5.95 MECHANICAL 0.00 1.00 0.00 EQUIPMENT 0.00 1.0 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.0 0.00 OTHER 11.00 1.0 11.00 TOTALS 32.90 26.95 CALCULATED AMPS: 75 PANEL He LOCATION WAREHOUSE NORTH SERVICE RATING 27�/4sov-3�-4w 200A M.L.O. MINIMUM BREAKER AIC 30,000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA TRIP POLES 0A �B 0C CKT. NO. 0A KVA �B 0C BKR TRIP POLES LOAD DESCRIPTION L -HIGH BAY LIGHTS 20 1 2.8 1 2 2.8 30 2 20 1 L -HIGH BAY LIGHTS L -HIGH BAY LIGHTS 20 1 2.8 45 46 3 4 2.8 0- 20 1 L -HIGH BAY LIGHTS L -HIGH BAY LIGHTS 20 1 2.8 5 6 20 1 SPARE 5 2.8 20 1 L -HIGH BAY LIGHTS 0 -OVERHEAD DOORS 20 3 1.6 7 8 2.1 0 -DISPOSAL BREAK AREA 20 20 3 0 -EF 9, 10, 11 0- - - 1.6 9 10 0 -DISPOSAL BREAK RM 2.1 1 - - 0- O- - - 1.6 11 12 20 1 0.7 2.1 - - 0- 0 -OVERHEAD DOOR 20 3 3.3 L -WALL SCONCES 1ST FLR LOBBY 13 14 0.6 57 58 20 1 SPARE 0- _ = 3.3 SPACE ONLY 15 16 0.0 0.0 1 SPACE ONLY 0 L -STAIRWELL LIGHTS SPARE 3.3 17 18 61 62 0.6 0.0 = 1 SPACE ONLY 0 -OVERHEAD DOOR 20 3 3.3 1 0.6 19 20 0.0 0.6 - 1 SPACE ONLY 0- - - 3.3 0.6 21 22 0.0 20 1 - 1 SPACE ONLY 0- - - 3.3 23 24 20 1 0.0 - 1 SPACE ONLY 0 -SPARE (FUTURE PANEL) 70 3 0.0 25 26 0.0 SPARE SPACE ONLY - 1 SPACE ONLY 0- - - 0.0 27 28 SPACE ONLY 0.0 - - 1 SPACE ONLY 0- - - 0.0 29 30 SPACE ONLY - 0.0 - 1 SPACE ONLY 0.0 - 1 31 32 - 1 0.0 77 78 0.0 - 1 SPACE ONLY 33 34 1 0.0 79 80 p.p - 1 SPACE ONLY SPACE ONLY 35 36 81 82 0.0 - 1 SPACE ONLY SPACE -ONLY - 37 38 83 84 0.0 - 1 SPACE ONLY TOTALS 1391401 2.4 4.9 4.8 1.9 SERVES CONN. LOAD -KVA D.F. 41 42 LIGHTING 3.40 1.25 4.25 TOTALS 2.30 6.7 5.8 5.8 RECEPTACLES -ABOVE 10 KVA 5.6 4.9 4.9 MECHANICAL 0.00 SERVES 0.00 CONN. LOAD -KVA D.F. CALC. DEMAND -KVA NOTES: APPLIANCE LIGHTING 16.80 1.25 21.00 RECEPTACLES - 1ST 10 KVA 0.00 1.0 0.00 RECEPTACLES -ABOVE 10 KVA 0.00 0.50 0.00 MECHANICAL 0.00 1.00 0.00 EQUIPMENT 0.00 1.0 0.00 APPLIANCE 0.00 0.75. 0.00 SPARE/SPACE 0.00 1.0 0.00 OTHER 16.90 1.0 16.90 TOTALS 33.70 37.90 CALCULATED AMPS: 46 PANEL LA LOCATION SECTION 2 O -IRRIGATION SERVICE - RATING t2o/208v-3�-4w 225A M.L.O. MINIMUM BREAKER AIC 10,000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA TRIP POLES 0A �B 0C CKT. NO . �A KVA �B OC BKR .TRIP POLES LOAD DESCRIPTION 0 -ELEVATOR LIGHTS, FANS 20 1 0.8 43 44 2.4 30 2 0-IWH 3 0 -ELEVATOR PIT LIGHTS, REC 20 1 0.3 45 46 2.4 - - 0- SOUTH 20 1 0.6 47 48 0.4 20 1 SPARE 5 R -WAREHOUSE RECEPTS WEST 20 1 0.6 49 50 0.7 20 1 L -LIGHTS BREAK RM, RR 0 -DISPOSAL BREAK AREA 20 1 1.2 51 52 0.7 20 1 L -LIGHTING TRACK WEST 0 -DISPOSAL BREAK RM 20 1 1.2 53 54 0.7 20 1 L -LIGHTING TRACK EAST R -BREAK RM N, RECEPT 20 1 0.7 55 56 0.6 20 1 L -WALL SCONCES 1ST FLR LOBBY R -AC PLATFORM RECEPTACLE 20 1 0.2 57 58 0.5 20 1 L -LOBBY CHANDELIER SPACE ONLY - 1 0.0 59 60 0.2 20 1 L -STAIRWELL LIGHTS SPARE 20 1 0.6 61 62 0.6 20 1 0 -SUMP PUMP CONTROLLER SPARE 20 1 0.6 63 64 0.6 20 1 SPARE SPARE 20 1 0.6 65 66 0.6 20 1 SPARE SPARE 20 1 0.6 67 68 0.6 20 1 SPARE SPARE 20 1 0.6 69 70 0.6 20 1 SPARE SPACE ONLY - 1 0.0 71 72 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 73 74 p.p - 1 SPACE ONLY SPACE ONLY - 1 0.0 75 76 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 77 78 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 79 80 p.p - 1 SPACE ONLY SPACE ONLY - 1 0.0 81 82 0.0 - 1 SPACE ONLY SPACE -ONLY - 1 0.0 83 84 0.0 - 1 SPACE ONLY TOTALS 3.3 2.7 2.4 4.9 4.8 1.9 SERVES CONN. LOAD -KVA D.F. CALC. DEMAND -KVA NOTES: LIGHTING 3.40 1.25 4.25 RECEPTACLES - 1ST 10 KVA 2.30 1.0 2.30 RECEPTACLES -ABOVE 10 KVA 0.00 0.50 0.00 MECHANICAL 0.00 1.00 0.00 EQUIPMENT 0.00 1.0 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 6.00 1.0 6.00 OTHER 8.30 1.0 8.30 TOTALS 20.00 20.85 CALCULATED AMPS: 58 ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET -ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVE@AOLCOM 1111 ■ ■ � 111 w w w a r c In d y n c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER 1626001339 PLAN SUBMISSIONS &t REVISIONS PERMIT: 20 JULY 2016 REVISION: ADDITION OF COFFEE AREA Q5 10 MAY 2017 REVISION: '•: DATE t �� ' � cOrvsTBUCTioM Co. � 9 � Q N oM L7 Y� � F. Z Z 0 ' O LjC L E A )z - LLJ Z a ENGINEER SEAL /SIGNATURE ■ E N G I Iq if � f N G C.A. No. 27848 13651 CRYSTAL RIVER,�RIVE • �`, �' ORLANDO, FL..32828 '•,�R%'' phone: (407)277-3431 �� •� ''`��l fax; (407)277-6;43 �'• �-� email: darius@cA6�. y h =drawn -=::J°"" MDF reviewed: DDA ° project code: 2016-25 [man: A2.1 SHEET INFORMATION ELECTRICAL SCHEDULES SHEET NUMBER mEO*4 c�o� (0.0 c ,n 4- 4- 0-0 - O-0 Li onc>on rO L O O 3+;- V1 V >%u E � (u =vcE (U�9L U E o c E ao-'u 4 �M c O C lO T .n>v� LA CU LA =3 0 u E � L con -0 Uvc-" Q�0 4-J L .c (a U Vf y .• ,� ou0),�i, ,,_, a) u Loo LCL a O Q) -a L .04.j 4;o0a) 4- +- ra on4-1 co 'C c ,-j L m (u L s�c`�a �o A c3�..c (A =3 V 0 -0 Ln Ln ons E �•�� c L IJ u c(ao to U•L C-0 M�� �� c� LL N "'j 4V1 Q00000 �u u .00 Lna)L O N U OL M.CN'p c- u 'L 0OQOM ..0 0,00=v Cl U C to O4+ 4- ,0 Oc:=O4- U.u�U ►�Qc� (a C' > 0 N O O N o--'�Lv, NM04-JO E'j,+, u a p O C U N 4.1 M > Ln kn o Lo(u, E Mc -s p1],0 N u; Ln tj C C -0 LA 00-0L 0 Ca-c�ca o VI 'u �I- Ca) V, uu4-+:'c tA`E 'r L CQ 0 o L ;-J 76>DuvO,.- =6 -a con UOUi= O 0 to C3 tn c a) L_ Ln RNs o-v�_� V o L _ M "E�jo cOO�v- o U U ru to C 0 C c Q Vi on 0 U 'n Ln .� u 'E O c: (u Eca va)'3co N +J� o M' L =3ics on L cr N > C1 N- o�s0r > L O 0 O-0 U Ono cup N 'c cEa V D o 0 vCiv a� 0.- , .c 0 .0 Ln N OC+,L c fu Ln Dn0�n�� cu�a�; u C a) L - L :� ,J •� +'c cE N in E-6a) o'v0Cu on Ca)O'in In i- u E°a` In 4-J a, �.o��a, +J .0 C +�-+ M C =LcauE >U��' LI LOAD DESCRIPTION SERVICE 277/48ov-3�-4w 1000A M.L.O. 120/208v -30-4w LOAD DESCRIPTION MINIMUM BREAKER AIC 30,000 MOUNTING SURFACE MINIMUM BREAKER AIC 10,000 LOAD DESCRIPTION - KVA 0B 0C A KVA KVA BKR BKR LOAD DESCRIPTION NO. 0A OB OC TRIP POLES R-REC OFFICE 101 20 1 0.8 3 43.2 1 2 0.8 43.2 2 20 1 R-REC OFFICE 102 R-REC OFFICE 103 20 1 PANEL LA2 43.2 SERVICE 3 4 120/208v -30-4w 20 1 R-REC OFFICE 104 MINIMUM BREAKER AIC 10,000 0- - - 0 -CASE ERECTOR 43.2 5 6 - SPARE 43.2 - - R-REC CONFERENCE RM 207 20 1 0.8 3 7.5 7 8 0.6 7.5 0 -WEIGHT FILLER 20 1 R -CONE RM COUNTER R -CONE RM COUNTER 20 1 0.6 7.5 9 10 9 10 0.6 7.5 20 1 R -CONE RM COUNTER R-REC OFFICE 219 20 1 - 0.8 11 12 11 12 - 0.4 20 1 R-REC COPY 218 R-REC OFFICE 220 20 1 0.8 3 15.9 13 14 0.7 3.0 23 24 1.8 20 1 20 1 R-REC COPY 218 R-REC OFFICE 221 20 1 0.8 15.9 15 16 15 16 0.7 3.0 20 1 R-REC COPY 218 0- 0- - - - 15.9 1718 29 30 1.0 - - 0- 3.0 - - TRIP POLES - 1 NO SPARE 19 20 0.0 SPARE 0.6 - 1 R-REC MECH RM 20 1 0.4 0.0 21,22 21 22 0.5 0.0 20 1 L -LIGHTS 2ND FLR CHANDELIER SPARE 20 1 1 0.6 23 24 23 24 - 1 0.6 20 1 SPARE SPARE OA OB oC 2.5 0A OB 0C TRIP POLES 20 1 SPARE SPARE 20 1 0.6 - 27 28 0.6 45 46 0.0 - 1 20 1 SPARE SPARE 20 1 --- 0.6 29 30 29 30 - 0.6 20 1 M -AC 1 60 2 4.5 1 OA 3 1 2 0.0 0.0 18.2 40 2 M -CU 1 SPACE ONLY SPACE ONLY - 1 0.0 27.4 33 34 33 34 0.0 18.2 - 1 SPACE ONLY SPACE ONLY - 1 - 0.0 35 36 35 36 M- 0.0 - 1 M- - - 4.5 3 3 4 37 38 0.0 3.0 - - M- SPACE ONLY SPACE ONLY - 1 0.0 3.0 39 40 39 40 0.0 3.0 1SPACE ONLY SPACE ONLY1 0- - - 0.0 41 42 41 42 0.00 0.0 I-Et1 M -AC 2 60 2 3.8 4.5 5 6 140.2 3.3 0.0 40 2 M -CU 2 CONN. LOAD -KVA D.F. SERVES NOTES CONN. LOAD -KVA D.F. S NOTES LIGHTING 1.10 1.25 1.38 RECEPTACLES - 1ST 10 KVA 10.00 1,0 10.00 RECEPTACLES -ABOVE 10 KVA 4.70 0.50 2.35 MECHANICAL 0.00 1.00 0.00 EQUIPMENT 0.00 M- - - 4.5 0.75 0.00 SPARE SPACE 7 8 0.0 OTHER 0.00 - - M- TOTALS 652.20 47.73 652.20 CALCULATED AMPS: 785 M -AC 3 60 2 4.5 9 10 OA 40 2 M -CU 3 ANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.0 0.00 OTHER 18.60 1.0 18.60 TOTALS 71.60 M- - - 71.60 4.5 11 12 CALCULATED AMPS: 199 0.0 - - M- M -AC 4 50 3 4.0 131141 0.0 45 3 M -CU 4 M- - - 4.0 15 16 0.0 - - M- M- - - 4.0 17 18 0.0 - - M- M -AC 5 60 2 4.5 19 20 0.0 40 2 M -CU 5 M- - - 4.5 2122 0.0 - - M- M -AC 6 20 2 1.4 231241 0.0 20 2 M -CU 6 M- - - 1.4 25 26 0.0 - - M- 25 R-MECH RM SERVICE RECEPTS 20 1 0.4 27 28 0.2 20 1 R -PLATFORM SERVICE RECRECEIPTSTS 27 SPACE ONLY - 1 0.0 29 30 0.8 15 2 M-DSCU1, DSAHUI SPACE ONLY - 1 0.0 31 32 0.8 - - M - SPACE ONLY - 1 0.0 33,34 0.0 - 1 SPACE ONLY SPACE ONLY. - 1 0.0 35 36 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 37 38 6.2 100 3 0 -PANEL LA3 SUB FEED SPACE ONLY - 1 0.0 39 40 6.2 - - 0- SPACE ONLY - 1 0.0 41 42 6.2 - - 0- TOTALS 18.9 17.9 14.4 7.0 6.4 7.0 SERVES CONN. LOAD -KVA D.F. CALC. DEMAND -KVA NOTES LIGHTING 0.00 1.25 0.00 RECEPTACLES - 1ST 10 KVA 0.60 1.0 0.60 *NON -COINCIDENT LOAD RECEPTACLES -ABOVE 10 KVA 0.00 0.50 0.00 MECHANICAL 52.40 1.00 52.40 EQUIPMENT 0.00 1.0 0.00 APPLI El Dic PANEL LA3. E- LOAD DESCRIPTION SERVICE 277/48ov-3�-4w 1000A M.L.O. 120/208v -30-4w LOAD DESCRIPTION MINIMUM BREAKER AIC 30,000 MOUNTING SURFACE MINIMUM BREAKER AIC 10,000 LOAD DESCRIPTION BKR TRIP POLES 0A KVA 0B 0C CKT. KVA KVA BKR BKR LOAD DESCRIPTION NO. 0A OB OC TRIP POLES R-REC OFFICE 101 20 1 0.8 3 43.2 1 2 0.8 43.2 2 20 1 R-REC OFFICE 102 R-REC OFFICE 103 20 1 0.8 43.2 3 4 3 4 0.8 43.2 20 1 R-REC OFFICE 104 0- 0- - - 0 -CASE ERECTOR 43.2 5 6 - SPARE 43.2 - - R-REC CONFERENCE RM 207 20 1 0.8 3 7.5 7 8 0.6 7.5 0 -WEIGHT FILLER 20 1 R -CONE RM COUNTER R -CONE RM COUNTER 20 1 0.6 7.5 9 10 9 10 0.6 7.5 20 1 R -CONE RM COUNTER R-REC OFFICE 219 20 1 - 0.8 11 12 11 12 - 0.4 20 1 R-REC COPY 218 R-REC OFFICE 220 20 1 0.8 3 15.9 13 14 0.7 3.0 23 24 1.8 20 1 20 1 R-REC COPY 218 R-REC OFFICE 221 20 1 0.8 15.9 15 16 15 16 0.7 3.0 20 1 R-REC COPY 218 0- 0- - - - 15.9 1718 29 30 1.0 - - 0- 3.0 - - 0- SPACE ONLY - 1 0.0 SPARE 19 20 0.0 SPARE 0.6 - 1 R-REC MECH RM 20 1 0.4 0.0 21,22 21 22 0.5 0.0 20 1 L -LIGHTS 2ND FLR CHANDELIER SPARE 20 1 1 0.6 23 24 23 24 - 1 0.6 20 1 SPARE SPARE 20 1 0.6 25 26 2.5 25 26 0.6 SPACE ONLY - 20 1 SPARE SPARE 20 1 0.6 - 27 28 0.6 45 46 0.0 - 1 20 1 SPARE SPARE 20 1 --- 0.6 29 30 29 30 - 0.6 20 1 SPARE SPACE ONLY - 1 OA 3 27.4 31132, 0.0 18.2 SPACE ONLY - 1 SPACE ONLY SPACE ONLY - 1 0.0 27.4 33 34 33 34 0.0 18.2 - 1 SPACE ONLY SPACE ONLY - 1 - 0.0 35 36 35 36 M- 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 3 3.0 37 38 0.0 3.0 SPACE ONLY - 1 SPACE ONLY SPACE ONLY - 1 0.0 3.0 39 40 39 40 0.0 3.0 1SPACE ONLY SPACE ONLY1 0- - - 0.0 41 42 41 42 0.00 0.0 I-Et1 SPACE ONLY TOTALS TOTALS 3.8 3.2 3.6 140.2 3.3 3.2 3.5 77.6 CONN. LOAD -KVA D.F. SERVES NOTES CONN. LOAD -KVA D.F. S NOTES LIGHTING 1.10 1.25 1.38 RECEPTACLES - 1ST 10 KVA 10.00 1,0 10.00 RECEPTACLES -ABOVE 10 KVA 4.70 0.50 2.35 MECHANICAL 0.00 1.00 0.00 EQUIPMENT 0.00 1.0 0.00 APPLIANCE 0.00 0.75 0.00 SPARE SPACE 4.80 1.0 4.80 OTHER 0.00 1.0 0.00 651.60 TOTALS 652.20 47.73 652.20 CALCULATED AMPS: 785 ANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.0 0.00 OTHER 18.60 1.0 18.60 TOTALS 71.60 71.60 CALCULATED AMPS: 199 PANEL LA3. E- LOAD DESCRIPTION SERVICE 277/48ov-3�-4w 1000A M.L.O. 120/208v -30-4w LOAD DESCRIPTION MINIMUM BREAKER AIC 30,000 MOUNTING SURFACE MINIMUM BREAKER AIC 10,000 LOAD DESCRIPTION BKR TRIP POLES 0A KVA 0B 0C CKT. KVA KVA BKR BKR LOAD DESCRIPTION NO. 0A OB OC TRIP POLES R-REC OFFICE 101 20 1 0.8 3 43.2 1 2 0.8 43.2 2 20 1 R-REC OFFICE 102 R-REC OFFICE 103 20 1 0.8 43.2 3 4 3 4 0.8 43.2 20 1 R-REC OFFICE 104 0- 0- - - 0 -CASE ERECTOR 43.2 5 6 - SPARE 43.2 - - R-REC CONFERENCE RM 207 20 1 0.8 3 7.5 7 8 0.6 7.5 0 -WEIGHT FILLER 20 1 R -CONE RM COUNTER R -CONE RM COUNTER 20 1 0.6 7.5 9 10 9 10 0.6 7.5 20 1 R -CONE RM COUNTER R-REC OFFICE 219 20 1 - 0.8 11 12 11 12 - 0.4 20 1 R-REC COPY 218 R-REC OFFICE 220 20 1 0.8 3 15.9 13 14 0.7 3.0 23 24 1.8 20 1 20 1 R-REC COPY 218 R-REC OFFICE 221 20 1 0.8 15.9 15 16 15 16 0.7 3.0 20 1 R-REC COPY 218 0- 0- - - - 15.9 1718 29 30 1.0 - - 0- 3.0 - - 0- SPACE ONLY - 1 0.0 SPARE 19 20 0.0 SPARE 0.6 - 1 R-REC MECH RM 20 1 0.4 0.0 21,22 21 22 0.5 0.0 20 1 L -LIGHTS 2ND FLR CHANDELIER SPARE 20 1 1 0.6 23 24 23 24 - 1 0.6 20 1 SPARE SPARE 20 1 0.6 25 26 2.5 25 26 0.6 SPACE ONLY - 20 1 SPARE SPARE 20 1 0.6 - 27 28 0.6 45 46 0.0 - 1 20 1 SPARE SPARE 20 1 --- 0.6 29 30 29 30 - 0.6 20 1 SPARE SPACE ONLY - 1 OA 3 27.4 31132, 0.0 18.2 SPACE ONLY - 1 SPACE ONLY SPACE ONLY - 1 0.0 27.4 33 34 33 34 0.0 18.2 - 1 SPACE ONLY SPACE ONLY - 1 - 0.0 35 36 35 36 M- 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 3 3.0 37 38 0.0 3.0 SPACE ONLY - 1 SPACE ONLY SPACE ONLY - 1 0.0 3.0 39 40 39 40 0.0 3.0 1SPACE ONLY SPACE ONLY1 0- - - 0.0 41 42 41 42 0.00 0.0 I-Et1 SPACE ONLY TOTALS TOTALS 3.8 3.2 3.6 140.2 3.3 3.2 3.5 77.6 CONN. LOAD -KVA D.F. SERVES NOTES CONN. LOAD -KVA D.F. S NOTES LIGHTING 1.10 1.25 1.38 RECEPTACLES - 1ST 10 KVA 10.00 1,0 10.00 RECEPTACLES -ABOVE 10 KVA 4.70 0.50 2.35 MECHANICAL 0.00 1.00 0.00 EQUIPMENT 0.00 1.0 0.00 APPLIANCE 0.00 0.75 0.00 SPARE SPACE 4.80 1.0 4.80 OTHER 0.00 1.0 0.00 651.60 TOTALS 652.20 47.73 652.20 CALCULATED AMPS: 785 PANEL DPB LOCATION WAREHOUSE LOAD DESCRIPTION SERVICE RATING 277/48ov-3�-4w 1000A M.L.O. CKT. KVA BKR LOAD DESCRIPTION MINIMUM BREAKER AIC 30,000 MOUNTING SURFACE LOAD DESCRIPTION BKR TRIP POLES KVA NO. �A �B �C TRIP POLES CKT. NO. 30 KVA 2.5 BKR LOAD DESCRIPTION �A 06 �C �A �B �C TRIP POLES O -ROASTER 225 3 43.2 0- 1 2 43.2 2 0- 225 3 0 -ROASTER 0- - - 43.2 2.5 3 4 7 8 4.9 - - 43.2 0 -FLAVORED COFFEE MIXER - - 0- 0- - - 0 -CASE ERECTOR 43.2 5 6 - SPARE 43.2 - - 0- 0 -MILL GRINDER 30 3 7.5 0.2 7 8 7.5 0 -WEIGHT FILLER 20 30 3 0 -MILL GRINDER 0- - - 7.5 20 9 10 20 1 7.5 17 18 0.6 20 1 - - 0- 0- - - 7.5 11 12 SPARE 20 7.5 - - 0- 0 -PANEL HB SUB FEED 200 3 15.9 1 13 14 3.0 23 24 1.8 20 1 REC GREEN COFFEE SILO 20 3 0 -CHILLER 0- - - 15.9 REC GREEN COFFEE SILO 15 16 20 3.0 0- - - 0- 0- - - - 15.9 1718 29 30 1.0 - - 0- 3.0 - - 0- SPACE ONLY - 1 0.0 SPARE 19 20 0.0 SPARE 0.6 - 1 SPACE ONLY SPACE ONLY - 1 0.0 0.6 21 22 SPARE 0.0 20 - 1 SPACE ONLY SPACE ONLY - 1 0 -AIR COMPRESSOR 0.0 23 24 - 1 2.5 2.1 20 3 0 -AIR COMPRESSOR - - 25 26 2.5 41 42 0.6 20 1 SPARE SPACE ONLY - 1 OA 1 43 44 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 45 46 0.0 - 1 SPACE ONLY SPACE ONLY - -i -- -- --- 47 48 0.0 - 1 SPACE ONLY 29 30 - 1 0.6 20 1 SPARE 0 -PANEL C1 VIA 112.5 KVA XFM 175 3 27.4 31 32 18.2 SPACE ONLY SPACE ONLY 90 3 0 -PANEL C2 VIA 75 KVA XFMR 0- - - 27.4 M-AHU 9 33 34 3 18.2 SPACE ONLY - - 0- 0- - - 27.4 35 36 M- M- 18.2 - - 0- 0 -FORKLIFT BATT CHARGER 20 3 3.0 16.0 37 38 3.0 SPACE ONLY SPACE ONLY 20 3 0 -CHILLER 0- - - 3.0 RECEPTACLES - 1ST 10 KVA 39 40 1.0 10.00 3.0 0.00 - - 0- 0- - - 0.00 3.0 41 42 0.00 0.75 0.00 3.0 - - 0- TOTALS 51.20 1.0 51.20 140.2 140.2 140.2 77.0 77.0 77.6 CONN. LOAD -KVA D.F. SERVES NOTES CONN. LOAD -KVA D.F. CALC. DEMAND -KVA NOTES RECEPTACLES - .1ST 10 KVA LIGHTING 0.00 1.25 0.00 RECEPTACLES - 1ST 10 KVA 0.00 1.0 0.00 RECEPTACLES -ABOVE 10 KVA 0.00. 0.50 0.00 MECHANICAL 0.00 1.00 0.00 EQUIPMENT 0,00 1.0 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.60 1.0 0.60 OTHER 651.60 1.0 651.60 TOTALS 652.20 47.73 652.20 CALCULATED AMPS: 785 PANEL c1 SERVICE 12o/208v-3�-4w MINIMUM BREAKER AIC 10,000 LOCATION WAREHOUSE RATING 400A M.C.B. MOUNTING SURFACE LOAD DESCRIPTION BKR .KVA CKT. KVA BKR LOAD DESCRIPTION TRIP POLES �A 0B �C NO. �A �B �C TRIP POLES 0 -ALL FILL 30 2 2.5 BKR TRIP POLES 1 2 4.9 70 2 0- K CUP MACHINE 0- - - ��, 2.5 3 4 4.9 - - 0- 0 -ALL FILL 30 2 0- 2.5 5 6 4.9 70 2 0- K CUP MACHINE 0- - - 2.5 1.5 7 8 4.9 - - 0- 0 -FLAVORED COFFEE MIXER 30 3 - 2.4 9 10 0.6 40 3 0 -CASE ERECTOR 0- - - SPARE 2.4 11 12 0.6 - - 0- 0- - - 2.4 0.2 1314 0.6 - - 0- 0 -WEIGHT FILLER 20 1 - 1.5 15 16 1.2 20 1 REC PALLET WRAPPER 0 -WEIGHT FILLER 20 1 20 1 1.5 17 18 0.6 20 1 0-TRUCKWELL SUMP PUMP REC PRODUCTION AREA 20 1 1.0 19 20 0.6 20 1 SPARE SPARE 20 1 20 0.6 21 22 0.6 20 1 SPARE REG GREEN COFFEE SILO 20 1 1.8 23 24 1.8 20 1 REC GREEN COFFEE SILO REC GREEN COFFEE SILO 20 1 1.8 15 16 25 26 1.8 20 1 REC GREEN COFFEE SILO 0 -GREEN COFFEE SILO 20 2 0- 1.0 27 28 1.0 20 2 0 -GREEN COFFEE SILO O- - - 1.0 29 30 1.0 - - 0- REC WAREHOUSE 20 1 0.6 31 32 0.2 20 1 REC MEZZANINE SPARE 20 1 SPARE 0.6 33 34 0.6 20 1 SPARE SPARE 20 1 0.6 35 36 0.6 20 1 SPARE SPARE 20 1 0.6 37 38 0.6 20 1 SPARE 0 -AIR COMPRESSOR 20 2 - 1 2.5 39 40 0.6 20 1 SPARE O- - - 25 26 2.5 41 42 0.6 20 1 SPARE SPACE ONLY - 1 OA 1 43 44 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 45 46 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 0.0 47 48 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 - 49 50 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 51 52 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 0.0 53 54 0.0 - 1 SPACE ONLY M-AHU 9 60 3 4.6 SPACE ONLY 55 56 OA 40 3 M -CU 9 M- - - 4.6 57 58 0.0 - - M- M- - - 1 0.0 4.6 59160 0.0 - - M - TOTALS 16.0 15.7 16.9 14.0 9.5 10.1 SPACE ONLY SPACE ONLY - 1 * NON -COINCIDENT LOAD LIGHTING 0.00 1.25 0.00 RECEPTACLES - 1ST 10 KVA 10.00 1.0 10.00 RECEPTACLES -ABOVE 10 KVA 0.00 0.50 0.00 MECHANICAL 13.80 1.00 13.80 EQUIPMENT -KITCHEN 0.00 0.65 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 7.20 1.0 7.20 OTHER 51.20 1.0 51.20 8.5 3.9 PANEL HB LOCATION MECH RM 209 RATING 225A M.C.B. MOUNTING SURFACE LOCATION WAREHOUSE BKR KVA CKT. KVA BKR LOAD DESCRIPTION LOAD DESCRIPTION SERVICE RATING SERVICE RATING 277/4sov-3m-4w 200A M.L.O. 12o/2osv-3m-4w 225A M.L.O. PLAN SUBMISSIONS &t REVISIONS MINIMUM BREAKER AIC 30,000 MOUNTING SURFACE LOAD DESCRIPTION BKR TRIP POLES OA KVA �B �C CKT. NO. �A KVA �B �C BKR TRIP POLES LOAD DESCRIPTION O-HVLS FAN BAF -2 20 3 2.8 1 0.5 ��, 1 2 2.4 0.9 20 1 LIGHTS WAREHOUSE 0- - - 2.8 2.25 3 4 3 4 3.0 1.5 20 1 LIGHTS WAREHOUSE 0- - - - 2.8 5 6 5 6 0.6 20 1 SPARE 0 -DRAG MOTOR CONVEYOR 20 3 2.7 1 0.8 ORLANDO, FL 32828;'����, a phone: (407)277-13431 6� 7 8 1.9 0.2 20 1 LIGHTING 1ST FLOOR OFFICES 0- - - 2.7 9 10 ELECTRICAL 2.8 SHEET NUMBER i 20 1 LIGHTING PRODUCTION AREA 0- - - 2.7 11 12 0.6 20 1 SPARE 0 -DRAG MOTOR CONVEYOR 20 3 2.7 13 14 2.7 20 3 0 -DRAG MOTOR CONVEYOR 0- - - 2.7 15 16 2.7 - - 0- 0- - - 2.7 17 18 2.7 - - 0- SPARE 20 1 0.6 19 20 0.6 20 1 SPARE SPACE ONLY - 1 0.0 21 22 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 23 24 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0,0 25 26 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 27 28 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 29 30 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 31 32 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 33 34 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 35 36 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 37 38 0.0 - 1 SPACE ONLY SPACE ONLY - 1 OA 39 40 0.0 - 1 SPACE ONLY SPACE ONLY - 1 0.0 41 42 0.0 - 1 SPACE ONLY TOTALS 8.8 8.2 8.2 7.6 8.5 3.9 SERVES CONN. LOAD -KVA D.F. CALC. DEMAND -KVA NOTES LIGHTING 10.10 1.25 12.63 RECEPTACLES - .1ST 10 KVA 0.00 1.0 0.00 RECEPTACLES -ABOVE 10 KVA 0.00 0.50 0.00 MECHANICAL 0.00 1.00 0.00 EQUIPMENT 0.00 1.0 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 2.40 1.0 2.40 OTHER 32.70 1.0 32.70 TOTALS 45.20 47.73 CALCULATED AMPS: 57 PANEL c2 LOCATION MECH RM 209 RATING 100A M.L.O. MOUNTING SURFACE LOCATION CORRIDOR 156 R-REC OFFICE 105 20 1 0.8 5 6 1.1 20 1 R-REC, RR GFI ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL 32803 SERVICE RATING un■ ■gym w w w a r c h d y n c o m 12o/2osv-3m-4w 225A M.L.O. PLAN SUBMISSIONS &t REVISIONS PERMIT: MINIMUM BREAKER AIC 10,000 MOUNTING SURFACE LOAD DESCRIPTION BKR TRIP POLES 0A KVA �B �C CKT. NO. �A KVA �B �C BKR TRIP POLES LOAD DESCRIPTION LIGHTS RESTROOMS 20 1 0.5 ��, �g•ww' 8_10.1121 1 2 0.9 20 1 E-12 GRINDER E -ESPRESSO 30 2 2.25 3 4 4:t a M q 1.5 V 20 2 E-11 ESPRESSO MACHINE E- - - O 2.25 5 6 1.5 - - ■ REC MEZZANINE 20 1 0.8 ORLANDO, FL 32828;'����, a phone: (407)277-13431 6� fax: (407)277-8343-' email: darius@clear-engr 7 8 0.2 20 1 reviewed: DDA protect code: 2016 -25 lman: A2.1 ` SHEET- INFORMATION ELECTRICAL SCHEDULES SHEET NUMBER i mEO*5 ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL 32803 PH 407 897 5461 ARCHSOLVE@AOLCOM un■ ■gym w w w a r c h d y n c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER 1826001339 PLAN SUBMISSIONS &t REVISIONS PERMIT: 20 JULY 2016 REVISION: ADDITION OF COFFEE AREA Q5 10 MAY 2017 REVISION: '•.' DATE SIM , k� cONS•rRt7�CTryryrON CAIA O. - .... ��, �g•ww' 8_10.1121 f 5 � r � N 4:t a M q O V Z W 00 J O DZU. :Ln O M W � Z Q ,y ENGINEER SEAL /SIGNATURE ■ C L,�,A R C.A. No. 27848 "''ti`-'' ` • • • ' • 13651 CRYSTAL RIVER DRIVE ORLANDO, FL 32828;'����, a phone: (407)277-13431 6� fax: (407)277-8343-' email: darius@clear-engr drawn: MSF reviewed: DDA protect code: 2016 -25 lman: A2.1 ` SHEET- INFORMATION ELECTRICAL SCHEDULES SHEET NUMBER i mEO*5 i >.-0 o 0 c N. 4- 0 -0 W c�a>ir� (A 0� L 0 Ev3ILAn C L CU oU O E L a) on E•�, 0 c E -0 E L N -ao— C O �.0 CD -0— > a (AC1aO.+ O-0OV E >,u Qv O L };�o� CL O (U .ccc— U I •Ln A 0 J 'O ;;= "0 i a U 0 M L L Q CL 2 Q L .0 Q) L +' .O '�' 0 0 Q) �, . 4-) C C C 0 s. C N L m L- Q) N (a L Y CL LO -0 C3v_C -o E }' UM U •E o -0 N ;V LA +, o�NW v W cn� E =3 L a✓ U •U x'00 a;.0rraLn -- Q) Ln L- L in a--� .N Q - UO 0 O OO:NvOiCU "-' U c (l),c a,-0 4- W NO 0o<oM t °•o�ca-- o� 'D Ln' a; O 0 0 4-J NoL- 0U00vi ON �Mo+,o E ,+•J U p`ti 0 c 0 W lU N V1 O U a) 4- a)a)c 0� °o on �o-0raLn no-� a L In 4-J C (U VI 4-1 a� O .ate tj- C •a � ra � a� N L E L= Q (a 0-9, O 4-0 O� i -J 4-J > c:O —,L.) O 76 U O 1" .0 .D O O Ln Ln LN >.OL O -0 +� +J O 'v •L L faME3� 00°� Qj uL-ucia N 1a)00 O 0 � in on O_Uu,_ti� N�LE0 �►�av Ewa '�aJ3c0 an ;✓ L Q > L- 0 -1-j 0 O'0 U Ono U N O.= fU Q) R1 "0 V000,c Q 3:4- a) O- 3 �' Q1 o .— L > N 0 U .0 Ln NL N 00 •C 4.3 L +, u O N r C �u—avi .3 -o -0_U ZL'E L f0 •� N fa (� V1.2 on a)(Aco L L cE-0a) ON.0ponN r-QJOv1a, 0= 4-+ -E L U a -E'�.o Q O c - L ON N�0aJ� r0 -0 �+ 0 LC >our`ov ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVE@AOLCOM 111u■ ■lI11 w w w a r c h d y n. c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS 8t REVISIONS PERMIT: 20 JULY 2016 REVISION: ADDITION OF COFFEE AREA Q5 10 MAY 2017 REVISION: DATE Me CONS TRUCTIC'J Co t r�•, Ir v t r N � aM z W ILL D 0 Z 0 UMJ 0 m 0 CE LL. f. r ENGINEER SEAL / SIGNATURE ■ CLE 1 EN, I tt:R C.A.No. 27848 '%\ 13651 CRYSTAL RIVER•DIVE ORLANDO, FL 32828 �,'1,`'- Q,/ ,. phone: (407)277.3431 r`4 fax:(407)277-83'43 email: darius@6lear-er1Qf:r-offl .. drawn: MDF 4 M. reviewed: DDA k -P!. !I code: 2016-25 Iman: AZ SHEET INFORMATION BUILDING #1 OVERALL ELECTRICAL PLAN t: SHEET NUMBER >.'0 L- O O +-J 4_ on i Z Ln r, • L (uoUE L Eon� E'LnLoc ,E -v E L (A a) C) .V 4-4- (a>�� C 00�>+ c0co .n '> ao, Q)'n.� c -D o u E >, u a) L ro o .c }, u u 0 L � — a) 4� cO U N y OuaLn ��_��' 4-1 a'UOM LLa�- Li UL L 4-1 a) O 0 Q1 a+4 -1L 0 0 a-+ 0 O L m L v ,vis Ma ^0 In-0 O r-+ L C 0 N 4 V1 E E'0,00.0 N TLn Q E ro U V U .N -0 >" c iJ o 4-J H -' a) L L (n yJ n Q0000 0 0.0Ln v ^ Dn U O j a) Q) -o 4- -c>+^a,0 4-j N •0 c—'u'Cc 00<0m = L L v 000cQ, N L u EL c -oma; O C 4- oc:co _0°L4 -'a) c oma>0 OL -N cucoLn 0� .N�o,,o Q) E '>,'� u c `0L 000 a)4-1 > Ln LA N o.uN LOLO�E,2 ()Occas -0-0. C) n-0.C) N LA I.J cC-D�N aa.� 4-1 a � vcQui� Q,a)�^c n�asu N U LN 0'Q 4-J 4- 0 Q) >OUvUi.E O 0 UJ1 rtYU0L 0U0 � O V) L N >• J 0 -4}' um 0 L 0 ru L L E O O 0�4�- vCCuc s 4-J Q) 00 U = ,cinn ,O f1 N_.LE0 a)�QOQ) E(D a =vQ)'3c0 v N� f on = L 3 C- a) .- >�0�� oti u ono v(LIw=E N C -r— a)4-J Y � U c0 0 0 0 a) N Q) tA Q) o4-1 E4-� > to (U 0 U i Ln N� N 0 0 .0 +.+ L on 0 LA OUICfCl Ln •3� �'� E n3 �cE4''c 0.0 on c.E,-,� Q'v aE-v� 0!- on G N o 'in +0�� 0 __ � S LA L c0 O L � •C�Q L4-1 0' c: r- 0 Q) tj .c c CM0E CJ >uco2 WB 24'-0" AFG SIU 24'-0" AFG WB 24'-0" AFG . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ........... 1 1 ......... 1 ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.......## . . I HB HB HB HB \ uR I \ uR \ ! \ I \ 1. ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ .......1... ..__ ....... ELECTRICAL NOTES: PLAN KEY NOTES:\'_V' 1. FIELD VERIFY ALL LOCATIONS W/ OWNER PRIOR 1. HIGH VELOCITY. LOW SPEED FAN. 20' BLADE DIAMETER. 2HP, 1.5 KW. TO ROUGH IN. PROVIDE WITH DIGITAL WALL CONTROLLER. REFER TO BIG ASS FANS INSTALLATION INSTRUCTIONS PRIOR TO ROUGH IN. PROVIDE FIRE ALARM 2. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL SHUTDOWN RELAY. BIG ASS FANS POWERFOIL X 2.0. REQUIREMENTS WITH NAMEPLATE DATA AND INSTALLATION INSTRUCTIONS PRIOR TO ROUGH R 2. COMBINATION CIRCUIT BREAKER /MOTOR STARTER. FULL VOLTAGE NON -REVERSING. 3 POLE, NEMA SIZE 1. MOTOR VOLTAGE 480 VOLTS. OVERLOAD AMP RATING 3-12 AMPS. 120 VOLT COIL. SIEMENS 18DUC92BF 3. OVERHEAD DOOR OPERATOR. PROVIDE FUSED DISCONNECT SWITCH. COORDINATE LOCATION WITH DOOR INSTALLER. NORTH BUILDING #1 - ENLARGED WAREHOUSE ELECTRICAL PLAN SCALE: 1/16" = 1'-0" , I' , S, INC >,-p L p C 4- 0-0 Cu on >cv *'Ln co.0 L O 4-1 In In 0 p E OcE� O L- U E�+oC E-0 E LA 0) 04- •- 4L- �' E C +''CroC COCA I >N� Ln U Q� COU E u u 0u uC0I- 4-1 � 4.J Q •'-' -C -C ru u O N U Ln 4✓ C �-�0MM Lira � (u 1 1 ro C C p a)'L C 4-1 L CO L c3�� -o E u �fu>, E.o0-0 oLnvc u u E L- 4-J u VI O u Zi j u 'L C -0 �J U .0 4- =3= L L t/1 a0C`-O n u 0 V Op -+iLn Aon u C i O N-0 C— 'u•CC 0 0' 0 M N 4-1 L L- � N 0 p 0 0 Q) + j L 4-J C N CL=� Vf 2 w O 0 C °.0 0— uoL•-,� �oQv=� y0Q)v° cUC(IJ 0= 3:= t N(a04-J0 (U -� .Z —.t E'>,4 -'V=3 "-000 ';_ — u u U pOD4u- 4- rC1 NOCCf6 per_ 0 > onu to N C C 00-0L p Q.afU = Q ►-�C4-1 N� QJ p .tJ 4:- C .Q�fO..CQJ V1 L (CS 0.0-4- UO >,u•^ o-0 LJ > C Oto .� O C on �vuo� .0.f] O to OH C CJ L. Ln >, u C �tCSOs'40- E3 C: &-1 0 O U 4.J 4_ U L- U C rt tnCNO.0 ouLN1 N�Lu- EO EQs '0 (u 0 Ln 4-J f o of M tn•3Qu4-10 j�0-,1 O -0 V on 0 va) -.iE N C � QJ � •C !t1 V p 0 0 C v C 3 N u u 0.-4+C i N ro p V -C N In S N1 f0 L- 0._._0 •C ^ 40— 3 Ln -0 C: on0!n N L C ^". aN ��'►=v u ` fa -i E N 4�-.i u0Eco�. a)Eco� L OE -6 p 4-J planu u O•N +u+ Ota tn•� C.0 u E'C.nQ Q E op u 4 to 4-J 4� C o,0 u fy 1✓ .(0-0 4- 1- C >u(0L_ ELECTRICAL NOTES: 1. FIELD VERIFY ALL LOCATIONS W/ OWNER PRIOR TO ROUGH IN. 2. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL REQUIREMENTS WITH NAMEPLATE DATA AND INSTALLATION INSTRUCTIONS PRIOR TO ROUGH IN. PLAN KEY NOTES: 1. HIGH VELOCITY. LOW SPEED FAN. 20' BLADE DIAMETER. 2HP, 1.5 KW. PROVIDE WITH DIGITAL WALL CONTROLLER. REFER TO BIG ASS FANS INSTALLATION INSTRUCTIONS PRIOR TO ROUGH IN. PROVIDE FIRE ALARM SHUTDOWN RELAY. BIG ASS FANS POWERFOIL X 2.0. 2. COMBINATION CIRCUIT BREAKER/MOTOR STARTER. FULL VOLTAGE NON -REVERSING. 3 POLE, NEMA SIZE 1. MOTOR VOLTAGE 480 VOLTS. 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McKee:1, CONSTRUCTIO1d CO. » A PQ rvoo n � Q M 0 (� M� 0 0 0 U.W Q V) ENGINEER SEAL / SIGNATURE ■ C L0614 R EN01 "Z RI�i�G C.A. No. 27848 13651 CRYSTAL•RIVER IJRIVE ORLANDO, FL�32828 ,i':f' phone: (407)277-3431 fax: (407)277-8343 email: darius@cle`ar,dngr.co : drawn: MDF ,r reviewed: DDA project code: 2016 -25 (man: A2.1 SHEET INFORMATION ENLARGED WAREHOUSE ELECTRICAL PLAN SHEET NUMBER e 2 ;.x L i 1 i A L C -0 O 4-+O 4- 4— L W 0-00Q1 un 0 L O 3 4-J .0 E=v3N � L �uE L cu on L U E'NoC E� E— L In -vEo.0 a) 04- 0 4- O C.O CD (U �+ ttA C1 JCJ 0 u u Q) C L O.0 V � � L + 4-1 '�vQ nn -0 i4 -J O Q 4 -'Ln Ln -�t ry u o U V V1 �� O v U 0 � CL a- L r- N .� 4-' N O O N '�iJ..0 4-J 0 a�J L L ^ Ln o4� -nELnw =3� Q) U (0 U 'E�0 �o .o tn 4-j Ln oMLn E �ocF- -n J M VS O +'U�,'p - � N — 4-1 N Lu. 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AC ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO,FL - 32803 PH 407 897 5461 ARCHSOLVE@AOLCOM I11�■ ■�I11 w w w. a r c h d y n. c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS F± REVISIONS PERMIT: MMUMIL 20 JULY 2016 REVISION: ADDITION OF COFFEE AREA Q5 10 MAY 2017 REVISION: DATE a �wr rca. CK, e CONSTRUCTION CO. s v1 � y (�f N Fry ��•••`.'. �" � Q M /O"00 i� u 0o ry^ Z U. co LIJ ::E Z a N %Woof n ENGINEER SEAL / SIGNATURE ■ n +, v L E`r "r"Ips E N +C ! l,4G .NEER C.A.No. 27848 13651 CRYSTAL RIVER DRIVE rD�' ORLANDO, FL: 32828 phone: (407)277-3431 fax: (407)277-8343 r� ; email: clarius@clearrengr.c m �. ^ draw: MDF , reviewed: DDA project code: 2016-25 Imam A2.1, SHEET INFORMATION ENLARGED OFFICE SECOND FLOOR LIGHTING PLAN SHEET NUMBER 2 • I F . >%'a0 0 4- Q) 4- C LA 0 4-1 r CA 4-1 0 Ca fu CA >,o vu�E 4-J EL (u .8h _0 J E c E-0 E aoo.Y --4 E 4-- %,- 0CcCT 0 OD cu > (u -Ora Q) LA 0-4--r =3 0 E >,uu 0= u 4-J on -a u a) 4-J (0 u 4-) 0 U N Lei 4_j Q) L) 4 U 0 (t L- 4- L-= cu= Q) 0 0 �f 4-J 4_j (u on, cc:0 41 Ca a) �O Ln.0 E 0 4- E 0-0 0 V1 Ln a) 4-j (n a) Ln (U1 On= E RS -E- L- 4-J u :30 ru 4' u Zj U.— -0 Qj L_ 4 - IIA Q) U 4-1 0 tA 4-- 000 u -0 0 o (U 0 4-J on u cu 0 4-j N -0 UZ c: 0 0< 0 fo 4-J az A L_ 0 0 I- 4-J 0.- 4-J 4-- u c: cc'n'4_ -0 — 0 0 4-J U 0 u 0 > U 0 Q) U 0= 3:.r- .— M 0 4-J 0 on Q)0 u E- -w u 0 c 0 I, u Q) 4-J > on (A Ln L_ I- O.0 Q) %40 0 u E 42 (u a) c (z -Qn0 LA t. c: -0 � Ln 0 0-0 L_ =) CL a- M =) -EL a) (1) 0 u c (u (A j 4-J (u 4.j :t'- tA u E 'A < u 00 4- 4-J 0 0 >% u:6 M 4-J I- C c: 4-J 0 > c: u Ln 0 c —u= on r u -6 = u 5 AA V) q 0 -0 4-J u 0 0 E 4-J 0 U 00 Q) C: 4-J C: 2 4-J U 110 4-J L- u a lCS 4r -J a) 0.r_ 0 u J-- -�2 E 0 (u E (U 0-4-, -0 (U 5: c 0 "0N,�++-j(U m on u c 0- Ln._ a) 3: 4.1 0= > fa L_ 0 " r -1 6-0 U ono (u F; E U 4-1 L Qj a000 r - u ai 0=,= > -r- V) (Z C) NLn 4-J = Ln 0 r- r- -_ 0 4-1 -0 L; in -0 c: 4-1 V) LA 0 V �cvC.. E -0 Ln 4_j E 0 (A.- Ln c: 0 c: (D -0 0.- 0 " u c: W 1:) Ln cu 0 0-C of u CE.0 (u L - (D -0 < 0 %' 0 — 'A 41 c: a 0 0 4-j M 4-J =S LC E >o 0 (U u M MATCHLINE B - B NORTH ENLARGED COFFEE AREA FIRST FLOOR PLAN SCALE: 1/8" = V-0" E 7 TOCELL 'MR "T -H" ERVICE DISCONNECT SWITCH ERVICE DISCONNECT SWITCH ) DEMARC LOCATION. )IT TO POINT OF SERVICE. NEW SU EE ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 4G7 877 5461 ARCHSOLVETAOLCOM uns nlill w w w• a r c h d y n. c o rn ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS PERMIT: 20 JULY 2016 REVISION: ADDITION OF COFFEE AREA Q5 10 MAY 2017j REVISION: DATE R e� Ef/ CONSTRUCTION CO. C., rrn O L7 F uj 0 r) rV000 .j Z 0 M 0 U - z ENGINEER SEAL SIGNATURE ■ e t\`E"i/ fjz FN, 1-M I IN (t; C.A. No. 27848 IG` 13651 CRYSTAL IiiVCP 6AE ORLANDO, FL, 32828':.7' phone: (407)277-3431, s). fax: (407)277-8343 email: clarlus@clear-in6 co .s drawn: MDF reviewed: DDA project 25 tman: A2.1 SHEET INFORMATION A, T ENLARGED COFFEE AREA FIRST FLOOR LIGHTING PLAN SHEET NUMBER 1 = E3 x'0L 0 4 0 4— '- w ai O-0�� > f0 —0 O'o 3 :4-P s c (On cLa� �u E 4-'vcr� cO v rO s =ocE O L u ELnOc E-0 E- -0 E 0.0 -OEO'u a) o "-E 0 C c0 C.0 Co '> N E>,ouaui cam^ ^ 0= ,,, N Q *' on -0 c n3 U 0uvLn +' }' O N0( i a v (U (U :c L 4-j 0O0a) 4_ f0 on 4..j 4-' C C0 .L C 1` m i v wok c3v� �E� o -0 �N N C (u (U cn� E uUNu-0 i C 4-j Ln -r–LA 4– C� U L•- N 4 iJ Q�000 cu u oma-` �� C J .a Lam,^00 N-0 00a 1 -'0M �� Ln L 4-j (U 0. 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PROVIDE WITH PROVIDE WITH LOW VOLTAGE SWITCHPACKS FOR LIGHTING/RECEPTACLE CONTROL AS NEEDED. GREENGATE OAC -DT -1000 2. CEILING MOUNTED OCCUPANCY SENSOR. 360', 2,000 SF COVERAGE AREA. DUAL TECHNOLOGY. PROVIDE WITH PROVIDE WITH LOW VOLTAGE SWITCHPACKS FOR LIGHTING/RECEPTACLE CONTROL AS NEEDED. GREENGATE OAC -DT -2000 i. W ��I I ��AL�El�/8-=1'-0" NEW SSI E El ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET • ORLANDO, FL • 32803 PH 407 897 5461 ARCHSOLVE@AOLCOM IIIc■ ■till w w w. a r c h d y n. c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBERIB26001339 PLAN SUBMISSIONS Et REVISIONS PERMIT: 20 JULY 2016 REVISION: ADDITION OF COFFEE AREA Q5 IF10 MAY 2017 REVISION: DATE nwa„ ....• :. �Y �,Hka ION . cONs-r>�ucTiola co. , 5 s �o J z N r ZS A � aM O re uj u- O ^ 0 O O M LuW Z a a ENGINEER SEAL / SIGNATURE ■ pr:?j n-""" C L A-7 ENG f Z II G C.A.No. 27848 '"• ' _ , 13651 CRYSTALTIVER 6IVE ORLANDO, FL --32828` phone: (407)277=3431, fax: (407)277-8343, email: darius@clea`r=en ... t a> draw: MDF reviewed: DDA project code: 2016-25 ; Iman: A2.1 r SHEET INFORMATION ENLARGED COFFEE AREA SECOND FLOOR f, LIGHTING PLAN SHEET NUMBER t■ E3*4 ` 4J r `| E 6— �0 m �� E 0 4-1 m ! � ' =3w 0 ' E �4�,�-c M u mtA , (Z o Ln +^ 4-J .0 � o0� ~-+��� ^r 04-1 . cu �c uo � m� CL 0"D LM ~� Lwn Ln o c+_ + ^ � � �u u 0'uIC) m �A `L_� .0 o m �� ' m � ^~ 0 cu -_ 'o 0 c0 +'— u � > Ln �� � 4(21.0—u a (u tA Ln 4_J LA 4-1 _0 m m ~ - o Ln c E -� m Ln ^�/� L- 0 �4-- Ln on 0 -0 w on LA mom 10 ru 4-1 ~^ � c M 0 > u no � ` E. �� \~�~ ~° ` ' ~ N m N m N m | N . ! N - N � N N - N i N m N ~ m � N ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER 1826111339 N 20 JULY 2016 REVISION: ADDITION OF COFFEE AREAA 10 MA 2017 ^ \ \ ``- N - N N N N N " ' ` ELECT RICAL NOTES: N m N m N w N m N m N m N m N m N m 1. ALL 120/125 VOLT SINGLE PHA�E 15 -AMP AND 2O AMP RECEPTACLES |N m NN�LE KITCHEN AND/8R FOOD PREP AREAS MUST BE GFC1 PROTECTED IN N ACCORDANCE MUTM SECTION 210.8 (B) (7) OFTHE NEC. m 2. ALL `-- VOLT PHASE 15 -AMP AND 20 AMP RECEPTACLES N WITHIN 0 FEET OFSINKS MUST BE GFC1 PROTECTED IN ACCORDANCE WITH SECTION 210.8 (B) (s) OF THE NEC. m N 3. ATLEAST 50% OF ALL 125 VOLT 15 AND 20 AMPERE RECEPTACLES N INSTALLED IN PRIVATE 8c OPEN OFFICES SHALL BE CONTROLLED BY AN m AUTOMATIC CONTROL DEVICE IN ACCORDANCE WITH ASMRAE 90.1-2010. N n SECTION 8.4.2 m��� NW 4. COORDINATE ELECTRICAL REQUIREMENTS 0KNAMEPLATE DATA & INSTALLATION INSTRUCTIONS PRIOR TO ROUGH IN. m--- �� ^-" co m \ PLAN KEY ��� ��' m N~�~ 1. COMBINATION CIRCUIT BREAKER/MOTOR STARTER. FULL VOLTAGENON-REVERSING. 0, L EkIA 3 POLE, NEMA SIZE 1. MOTOR VOLTAGE 480 VOLTS.N OVERLOAD AMP RATING 3-12 AMPS. 120 VOLT COIL. SIEMENS 10}UC93BF email: darius@clear-6n 2. DUPLEX RECEPTACLE & LOW VOLTAGE BACKBOX FOR FLAT SCREEN TV INSTALLED 072° ARF. I SPLIT -WIRED RECEPTACLES IN THIS SPACE EACH HAVE ONE PLUG WIRED THROUGH RECEPTACLE RATED SYNTCHPACK. SVNTCHPACK IS CONTROLLED BY LOW VOLTAGE OCCUPANCY SENSOR SPECIFIED ON LIGHTING PLAN. CONTROLLED PLUG MUST 8[ IDENTIFIED EITHER THROUGH THE USE OF AN COFFEE AREA IMPRINTED RECEPTACLE OR WAU'PLATE DECAL. GREENGATE SV0TCHPACK HEET NUMBER 3P -R-20-120 4. HIGH VELOCITY. LOW SPEED FAN. 16` BLADE DIAMETER. 2HP, 1.5 KW. PROVIDE WITH DIGITAL WALL CONTROLLER. REFER TO BIG ASS FANS |N3TALLAT10N INSTRUCTIONS PRIOR TO ROUGH IN. PROVIDE FIRE ALARM SHUTDOWN RELAY. BIG ASS FANS BASIC 6. ADD ALTERNATE:PROVIDE AN ALTERNATE FOR A 16' DIAMETER POWERFOIL X 3.0 � \l 8.W 1 9 A 9. 5\ ' � \ \ NORTH C1-19 \ � �� �� \ 1 --�- -- ------ ---i, ���� | � ENLARGED CAREA POWER � PLAN - SCALE1/A"� . 1L�" .~ ARCHITECTURAL DYNAMICS, INC PH 407 897 5461 ARCHSOLVE@AOLCOM Ilion milli ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER 1826111339 PLAN SUBMISSIONS Et REVISIONS 20 JULY 2016 REVISION: ADDITION OF COFFEE AREAA 10 MA 2017 DATE IL I MeKee -L� CONSTRUCTION CO. CV LLJ u- 0 0 co ENGINEER SEAL SIGNATURE 0, L EkIA ORLANDO, FL.32828 phone: (407)277-3431 email: darius@clear-6n project code: 2016 - 25 SHEET INFORMATION COFFEE AREA POWER PLAN HEET NUMBER 1 no E4.3 - �-t I ,-.. I - . . I I � .. - - , - - - I - - ---- � I � I - -- I - I I -- -- -- - - ---- - - -- r -- - -- I I ' -I- . 1� .. 7�--��_, � I I . . . -- -- -- - -- - i! 1, [" I . � I I . . . I I I I I . . I I � I � I . I I . . .. I 1.1111, I - 11 1 . . . I - � ; I �, r . � . . I . 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I I . � . ll�t I I I � � : . . . phorie: (407)277-343. . Q) I , I . : . . I . : � � � I I . I I( -- I , . . . : � � i I I '�' .. W. * Q) _r_ C) 7:5 I I . I I . : . . i I I �� I I fax: (407)277-834 : 1) I t : � I ! . . . i . .� cq-- , - � . I I L : . I . + ; I I � I �: . j�u . : t <f': � I I 11 I . I I I . r . m : + . ; .. I . ' I ' . I I r . t I I : ' I � I ., efliall: darius((,Dclear-erlgr.com %, 1 r . : t I . NO* 4 - c: 0 I I . i : i . i I � � - * - Z ; I I . I � il . r. . i I . . - ( � -0 Q), 3: 4 1 .. I I , I I , I . . i I : � . i � I . � � . I i I � - . � . I I I � . k� Q) 4-1 1 1 i . . I I : . 4 11 I I � . I - . . i : � - I I � . I . � � .- -0 . I . I I I . . i � i � � . I . I I I . . I I . I . . . . . I � I I I le ( I . I i : � I � i . I I I 1 �91 I � I I . .1 . i I : I . I . . . I . 61 , " I Q) 1� --(� I I I . : I . � . . : � . . I I I . I . I I 7 I . . I I I . : 1. . I � . r . I . I ' I I I 11 � I 1 4 � I . �- I I i . : . . I � . I . . . 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