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HomeMy WebLinkAboutERECTION DETAILSGUTTER POP RIVET (TYP.) Turn off "Base Closure" layer FA07CP T-0"O.C. if closures are not supplied BASE FLASH TO BASE ANGLE WALL PANEL (LOCATE TO AVOID INTERFERENCE (CONFIG. VARIES) WITH WALL PANEL ATTACHMENT.) INSIDE METAL CLOSURE WALL PANEL SLIT PANEL 2" AND SLIDE MEMBER FASTENER BASE ANGLE ONTO HEAD TRIM 'MEC01' (1'-0" 0/C) (FIELD CUT AS REQUIRED) FIELD BEND BOTTOM w/ (2) FA11 CP FASTENERS PANEL CLIP CAULK JOINT OF GUTTER DOWN CLOSURE FINISHED FLOOR INTO DOWNSPOUT NOTE: IN KW, KR or GHR ATTACH INSIDE METAL CLOSURE INSIDE CLOSURE DOWNSPOUT AND TAPE SEALANT TO '!ST' .:. a•: :# e. :. w/ KRP or GCP BOTTOM OF (FIELD BEVEL CUT TO MATCH OUTSIDE CLOSURE *' : • %y' EXPANSION ANCHOR GUTTER BOTTOM OF GUTTER) APPLY TUBE SEALANT FROM BEFORE INSTALLATION * OR EQUAL AT 4'-0" O.C. MAX. BASE TRIM (NOT BY MANUFACTURER) END TO FIRST MAJOR RIB _ ROOF PANEL 'BSD' BOTTOM OF GUTTER *NOTE: HOLD Ye"t GAP BETWEEN BASE OF PANEL & BASE FLASH HEAD TRIM THERMAL G B0020 CUT 3/g' x 7/8' TAPE SEAL BLOCK MARK OUTLET LOCATION t]E OVER CLOSURE INSULATION BASE w/ BASE ANGLE AND BASE FLASH USING DOWNSPOUT TO SIZE. (BY OTHERS) MARK DIAGONAL LINES. CUT ALONG DIAGONAL LINES 3/6' x /8' TAPE SEAL UNDER PANEL AND BEND TABS DOWN. JAMB TRIM INSET SIDEWALL TRIM CLIP FASTENER GAS I081 IST (2) PER CLIP 55 DOWNSPOUT CONNECTION TO GUTTER STITCH FASTENER FC09CP OVER R13 ROOF PANEL REPLACES PL194 (1'0" O/C) GDO041 CLOSURE FRAMED OPENING HEAD TO JAMB (W/ KW, KR OR GHR PANEL TRIM DETAIL OUTSIDE CLOSURE W/ KRP OR GCP PANEL INSIDE CLOSURE) LARGE END SMALL J END LARGE END DOWNSPOUT ELBOW SMALL END ASSEMBLED DIM. NOTE: FOR 8" OFFSET, CUT 1" OFF THE SMALL END OF THE UPPER ELBOW AND 1" OFF LARGE END OF LOWER ELBOW. SLIDE PIECES TOGETHER AND ATTACH WITH POP RIVETS SEE GA0081� FOR DOWNSPOUT ATTACHMENT TO GUTTER DOWNSPOUT ELBOW DOWNSPOUT (FIELD CUT IF REQ'D) DOWNSPOUT SPLIC IF REQ'D W/ (3) POP RIVETS DOWNSPOUT ELBOW COLT (SHAPE STII FIELD BEND STRAP AROUN DOWNSPOUT AND ATTACI W/ (2) POP RIVETS GA0089 STANDARD DOWNSPOUT LAYOUT WITH OPEN SIDEWALL (8' OR 10" BY -FRAME) REPLACES PL198 )1 EAVE GIRT ELEV. GIRT ELEV. BASE kSTENER AT TRUT FASTENER ).C. AT i GIRT FASTENER i GIRT AND N EACH GIRT JG NOT TO :D 2'-6" O.C. FASTENER PANEL CH SIDE OR RIBS GENERAL NOTES 1. BLOCK GIRTS TO "LEVEL" POSITION BEFORE STARTING PANEL ERECTION, MAINTAIN BLOCKING UNTIL MEMBER FASTENERS ARE INSTALLED. 2. MEASURE AND MARK 36" O.C. BEGINNING AT THE STEEL LINE(UNLESS NOTED ON THE ERECTION DRAWINGS). USE THESE MARKS TO INSURE PANEL COVERAGE IS MAINTAINED DURING INSTALLATION. 3, ALIGN AND PLUMB FIRST WALL PANEL. 4. REFER TO DRAWING'C1' FOR MEMBER AND STITCH FASTENER REQUIREMENTS. 5. TO PREVENT "OIL -CANNING", ALL PANEL FASTENING SHOULD START FROM BASE AND SECURED TO EACH GIRT TOWARD EAVE. GA0201 TYPICAL KIRBYRIB WALL INSTALLATION REPLACES PL149 CLOSURE— (W/ KW, KR OR GHR PANEL INSIDE CLOSURE W/ KRP OR GCP PANEL OUTSIDE CLOSURE) WALL PANEL MEMBER FASTENER (1.-0., O/C) HEADER MEMBER FASTENER (2'-0" O/C) JAMB FLASHING HEADER (OPTIONAL) TRIM GDO020 HEADER TRIM DETAIL REPLACES PL169 MEMBER FASTENER (2'-0" O.C.) ,MB FLASHING (OPTIONAL) MEMBER FASTENER (1'-0" O.C.) KR WALL J JAMB TRIM —/ `NOTE: L JTR' OMIT "U" PIECE AT HIGH RIB LOCATIONS GD0240 KR WALL PANEL TO JAMB CONNECTION NOTES: 1. SHEETING AND TRIM FASTENERS ARE THE SAME COLOR AS THE FIRST PIECE OF SHEET METAL THROUGH WHICH THE FASTENER PASSES. 2. BLIND RIVETS ARE PROVIDED IN ALL FLUOROPOLYMER COLORS. 3. BRONZE COLORED TUBE SEALANT IS PROVIDED FOR DARK BRONZE SHEETING AND TRIM APPLICATIONS. WHITE TUBE SEALANT IS PROVIDED FOR ALL OTHER COLORS.10. 4. FASTENERS FOR ALL TRIM ARE REQUIRED AT 1'0" ON CENTER UNLESS NOTED OTHERWISE. USE TUBE SEALANT AT ALL TRIM SPLICES. 5. 5. 7. 8. 9. BOLT LENGTH MAY VARY IF NO7 ED ON ERECTION DRAWINGS. BOLT STRENGTH MAY VARY IF NOTED ON ERECTION DRAWINGS. USE X 1i" A325 BOLTS AT ALL PURLIN LAPS. USE " X 1'" A325 BOLTS AT (LL PURLIN TO FRAME CONNECTIONS. DRAWINGS ARE NOT TO SCALE. WARNING: PENCIL LEAD AND MARKER WILL CAUSE GALV. PANELS AND TRIM PIECES TO RUST. DO NOT USE THESE TO MARK ON PARTS. ISSUE DESCRIPTION A APPROVAL S STRUCTURAL 0 CONSTRUCTION I D NUMBER: 17BOl 75A BY DATE MEMBER FASTENER (1'-0"O/C) WALL PANEL STRUT E08011 SS360 AT INSET SIDEWALL w/o SOFFIT Turn off"Base Closure" layer if closures are not supplied WALL PANEL MEMBER FASTENER (1'-0" O.C.) CLOSURE w/ KW, KR or GHR y INSIDE CLOSURE 1— w/ KRP or GCP OUTSIDE CLOSURE BASE TRIM ,BBC-, • �k F Y4" EXPANSION ANCHOR R EQUAL AT 4'-0" O.C. MAX. NOT BY MANUFACTURER) 7 _� BASE CHANNEL ASONRY WALL (BY OTHERS) THESE PL*IS AND ALL PROPOS:D ARE SUBJECT TO ANY CORRECTI( `REQUIRED BY FIELD INSPECTORS'.... MAY BE NECESSARY IN ORD?R TO.. COMPLY WITH ALL APPLICABLE COtDE3, GB0160 BASE DETAIL AT MASONRY WALL #75848 WES HARDIN, P.E. PLEASE CONTACT OUR QUALITY KIRBY SERVICE DEPARTMENT AT 662-324-8700 WITH ANY BUILDING QUESTIONS OR ISSUES. SYSTEMS A "UCOR COMPANY SMER SOLUMS. SE77EM 0MUNGS, KMS S. 15. 1 7 KMS 1 1 . B. 17 WBS 1 . 19. le KIRBY BUILDING SYSTEMS o 101 AIRPORT ROAD o STARKVILLE, MS 39759 TITLE: ERECTION DETAILS DRN.BY: WBS BUILDER: MAVERICK BOAT GROUP DATE: 1.19.18 CUSTOMER: MAVERICK BOATS CKD.BY: LOCATION: FORT PIERCE, FL 34946 DATE: MBS JOB N0: 17BO175A DWG. NO: D4 OF: 6 - EXTEND RAKE FASCIA TO LAP WTH ENDCAP. FIELD CUT RAKE FASCIA AS SHOWN. POP RIVET (TYP) CAP ILY %e' BEAD OF TUBE ,ULK TO ENDCAP AND INSTALL WITH POP RIVETS 2" O.C. VIEW 'A' EXTEND RAKE FA TO LAP WITH EN[ FIELD CUT RAKE F AS SJOi. AREA TO RAKE TRI RETURN LEG OF GUTTEF (FASTENED TO PANEL - SEE EAVE DETAIL) RAKE SUPPORT 2 %" UPHILL FROM rR00F PANEL SECTION THRU END TRACE OUTLINE OF AREA TO CLOSE TO WRZ TRIM FA03 2" C (TYP.) INSERT MODIFIED 'WRZ IN AREA TO CLOSE AND ATTACH TO CLOSURE TRIM T-...-. TRIM WRZ TO SIZE. FORMM AN POP RIVET AND (TYP ) WRZ TRIM BEND ATTACHMENT TABS II I I I III III STEP 1 STEP 2 'WRZ' INSTALLATION INSTRUCTIONS ROOF PANEL ED8601 GUTTER TO RAKE FASCIA CORNER DETAIL /E FEMALE PORTION OF PANEL RIB (IF REQ'D) TAPE SEAL (CONTINUOUS) AROUND MODIFIED'WRZ' STEP 3 I/ EAVE PLA- IF REQUIR RAFTER ,NTI-ROLL CLIP FASTENERS (4 PER END) „B" „B„ BRIDGE CLIP (M10 / M11) PURLIN „A„ „A„ BRIDGE CLIP - (Mil / M10) E % EAVE STRUT' _D / �OR PURLIN FASTENERS (4 PER END) ANTI -ROLL CLIP PURLIN RAFTER 1/2" MACHINE BOLTS (4) SECTION "A" -"A" BRIDGE CLIP FASTENERS (CLC30-K) �(4 PER END) ANTI -ROLL CLIP RAFTER EAVE STRUT ANCHORAGE DETAIL SINGLE ANTI -ROLL CLIP OUTSIDESCLOPSURE ROUGH CUT OPENING IN WALL PANEL FIELD TRIM RAFTER OUTSIDE CLOSURE FLASHING CLOSURE STRIP AROUND RAFTER G///%/.OI/.%/I►. . e PURLIN �-1/2" MACHINE BOLTS (4) SECTION "B"-"B" RAFTER RAFTER CLOSURE FASTENERS (12 '' C/C) F�MXT02) RAFTER CLOSURE F�MXT02) ' "\-WALL PANEL OUTSIDE CLOSURE STRIP FIELD TRIMED AS REQ'D SECTION "A" -"A" RAFTER CLOSURE FLASHING WALL PANEL NOTES: 5. BOLT LENGTH MAY VARY IF NOTED ON 1. SHEETING AND TRIM FASTENERS ARE THE SAME COLOR ERECTION DRAWINGS. AS THE FIRST PIECE OF SHEET METAL THROUGH 6. BOLT STRENGTH MAY VARY IF NOTED ON WHICH THE FASTENER PASSES. ERECTION DRAWINGS. 2. BLIND RIVETS ARE PROVIDED IN ALL FLUOROPOLYMER 7. USE J" X 1� A325 BOLT AT ALL PURLIN LAPS. COLORS. 8. USE i" X 1'' A325 BOLT AT ALL PURLIN 3. BRONZE COLORED TUBE SEALANT IS PROVIDED FOR TO FRAME CONNECTIONS. DARK BRONZE SHEETING AND TRIM APPLICATIONS. 9. DRAWINGS ARE NOT TO SCALE. WHITE TUBE SEALANT IS PROVIDED FOR ALL OTHER COLORS.10. WARNING: PENCIL LEAD AND MARKER WILL CAUSE 4. FASTENERS FOR ALL TRIM ARE REQUIRED AT 1'0" ON GALV. PANELS AND TRIM PIECES TO RUST. CENTER UNLESS NOTED OTHERWISE. USE TUBE SEALANT AT DO NOT USE THESE TO MARK ON PARTS. ALL TRIM SPLICES. AD68E 2-03.24,1 ISSUE DESCRIPTION BY DATE A APPROVAL KMS 8.15.17 S STRUCTURAL KMS 11.8.17 0 CONSTRUCTION WBS 1.19.18 I p NUMBER: 17BOl 75A MBS J 1 RA'1r M I 1 „Vnm G1•1 I � 1 I%rr I F%lAF p v,X vv. STRAP ATTACHMENT AT KR OR GHR PANELS GA0082 STANDARD DOWNSPOUT STRAP INSTALLATION THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY FIELD INSPECTORS THAT . MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE COc?ES. KIRBY BUILDING SYSTEMS a rluoom COMPAN-f MUER SCdM`IT NS. MTER HUMS. KIRBY BUILDING SYSTEMS O 101 AIRPORT ROAD O TITLE: ERECTION DETAILS BUILDER: MAVERICK BOAT GROUP CUSTOMER: MAVERICK BOATS LOCATION:FORT PIERCE, FL 34946 JOB NO: 17BO175A #75848 WES HARDIN, P.E. PLEASE CONTACT OUR QUALITY SERVICE DEPARTMENT AT 662-324-8700 WITH ANY QUESTIONS OR ISSUES. STARKVILLE, MS 39759 DRN.BY: WBS DATE CKD.BY: DATE: DWG. NO: D5 OF: 6 F' 25'-0" I, 25'-0" I, 25-0" I, 25'-0' —� (+33/-3(1) I I (+31/-40)-1:71_ t----- P-_.__ F-4 -----f F-4r fF4 ----- �� —TS-24 I #1 HAIRPIN5 W/ 6 FT LE65. I 5.G. T TYP U.N.O. 3/4" EXP 7 — I F_— 2 t F-4 f F-4 II II METAL BUILDING MAN1F (MBM) TO GOORDINATE LOGATION OF WALL BRACING TO AVOID ALL DOOR OPENINC25 I I U`F-2 W.J. (TYP ® � �" W x I-I/2" DEEP SAW GUTS AT 20 FT MAX GRID LINE B-F) N O.G. SAW GUTS ARE NOT TO ALIGN WITH 1z COLUMNS m Q ry m r S.G. I "I F-2 B S5 F-3A F-3A F-3A F-3A F-3A F-3A ry A LIJ G LIJ LIJ LIJ� L IJ� LI J S5 S5 ! ; F-2 f : F-2 I I I 'I >JF �F-4 I� IU�b I I IIF,-IA----�IP RE51N TANK 4 CONTAINMENT WALL 5EE PLAN ON 5EE 5-1 6" GMU WALL IN RUNNING BOND WITH 9 6A HORIZ LADDER TYPE JOINT REINF ® 16" OG VERT W/ 6" MIN LAP 5PLIGE W/ #5 VERT BAR IN GROUTED GELL5 ® 45" O.G. MAX. b ® ALL JAM55, INTER5EGTION5 AND EA. SIDE OF WALL JOINT5. PROVIDE B-1 ® TMIALL TS -----L�',�_---��T1�--_�---��—__ -24-- (+31/-40) -- — T5-12 vF-IA, ,F-IA, �F-IA, F-IA r—JI------rI`IL-----� ------ L J�-- T524-- #1 HAIRPIN5 W/ 4 FT LE65 1 ® LEAN-TO GOLUMN5 II II II NIIN ,I. T/5� ~ I I 6" THIGK GONG SLAB II II �srU—off Toy U ^a) ry� /�" 6 VJO'VC 1 S Ili C 011111 a ly 6 4 FUTURE EXPANSION (PHASE III EI�I' D�,, Q �li LU Q O u i if tJJ U ri "; it 4 PHASE I If Z _�,Ilij� N .I y4 ipEti C/).. M V 0 +j J llEiliil Z:I� ¢ MATCH LINE ih} Li l :C C-4 O 113 KEY PLAN N.T.S. NORTH C) This drawing and design as shown Is the property of ML Engineering, Inc. 12 73 14 15 �g 17 I �$ Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company J is prohibited, may constitute an Infringe- ment, and may be subject to legal action by ML Englna®ring, Inc. f 251-0" 25--0" 25'-0" 25'-0" 25-0" 25'-0" ¢ 25--0" 25--0" Q 3/4" EXP 0 METAL EUILDING PANEL EQ JOT E(2 WALL, TYP ® NORTH O ELEV I J 1 LL (+33/-36) 031/40) (+33/-3b) +31/ ) (+33/-36) ---- ---- --- _ _ -. _ __ W F-4 l P-4 F-4 (TYP N.0) F- F 4 I I F-4 W I II 0 II LL II II LIJ LIJ� II it LIJ LIJ 3/4' EXPAN510N JOINT I I (T(P ® 3 LOGATION5) I I 5EE DETAIL ON 5-1 II #5 DOWEL x24" ® 24" O.G. I I 5LEEVED 5PEED DOWEL5 I II II II II I 5EE DETAIL m F- II II II II F- F-4 ;i \ F-4 Zl--_J L_-��-------- —---------- (+31/ 40)� — ........................... ------ — II EXP JOINT IN GMU WALL, TYP NIIN ~ I ~ SLAB 0-3 3/4" II F LIJ LIJ LIJ LIJ LIJ " W.J. ® GOL. LINE5 2-11,19-23, E 25-34. (5EE WALL JOINT DETAIL) F-IA I F-IA, \F-IAV —r'1---1 L—�------------ FOUNDATION PLAN 5GALE: 1/I6" = 1'-0" NORTH NOTE5: I. TOP OF FLOOR ® REFERENGE ELEVATION +0'-011 (5EE 51TE PLAN FOR ACTUAL ELEVATION) 2. ALL GONGRETE SL ON GRADE SHALL BE b" THIGK 4p00 P51 GONGRETE A5 PER 5PEG5 W/ 4x4-W4.OxW4.0 ON 6 MIL VAPOR BARRIER ON TREATED GOMPAGTED 501L U.N.O. 3. REFER TO FOUNDA 'ION 5GHEDULE FOR ALL FOOTING 51ZE5 AND REINFORGIN6. 4. COORDINATE GOLUMN AND ANGHOR BOLT PLAGEMENT WITH APPROVED METAL BUILDIN6 SHOP DRAWIN65. 5. DO NOT 5GALE PLAN5. LEGEND --- T5-12 PROVIDE 1/2"4P 5MOOTH DOl EL5 Abs ® 24" O.G. ® G.J. (TYP) F-IA, -------T--24—� F-IA, — PROVIDE GONG RAMP ® DOOR, MAX 5LOPE 1 1/2" 6" GMU WALL (T/GMU +6'-67 6" GMU WALL (T/GMU +II'-W) UMMMMN HP RATED GMU WALL (TMIALL +II'-5") m EXTERIOR PRE-ENGINEERED METAL FRAME WALL (+/-) DE-516N WIND PRE55URE5, P5F (a5d) W.J. DENOTES Y2" VERTIGAL MASONRY WALL JOINT, 5EE DETAIL G.J. DENOTE5 GON5TRUGTION JOINT, 5EE DETAIL EXP. JT. EXPAN51ON JOINT IN 5LA13, FOOTIN6 AND GMU W6LL5 5.G. 5AW GUT 1/5" WIDE XY4 (t) 5AwN JOINT 5EE DETAIL (2) 55 115 HELIGAL BATTERED TEN51ON PILES CENTERED IN FTC. GAPAGITY OF EA PILE: P NLT) = 100 KIP5 ; P (A5D) = 50 KIPS REQUIRED LOAD EA PILE:P NLT) = 45 KIPS ; P (A5D) = 22.5 KIPS m I I 'n V II II z I II _ ~II~ II F-3A I F-3A z D z UQ � 1 < CO 0 O II =:) �Ne J Q QVm III II V z I II 1 I I LU II O I — J L.L 1 II W H J � II � N Q I = LU ti F-4 � F-4 2 II w.J. 40 Z H I F-I ISSUE: DATE: N N 1. PERMIT 11-13-17 1 ~ 1 N �035/-35) x2 4 2. BLDG PERMIT 2-8-18 �F-IA I H L L35 !F-I— — — —— � I G.J. REVISIONS: DATE: d 1 ® GEN REVISIONS 12-28-17 f ® GEN REVISIONS 2-8-18 THESE PLANS AND ALL PROPOSrD WOA,iC ARE SUBJECT TO ANY COf?gECT10NS `REQUIRED BY FIELD INSPECRECT THAT MAY BE NECESSARY INTORS ORDPM TO COMPLY WITH ALL APPLICABLE CODES. DATE: 11-2-17 DRAWN BY: TR CHECKED BY: ML JOB No. 17-122 SEAL MICHAELA. LUE, P.E. FLORIDA REG. #47520 SHEET NO: siiiiiiiii I OF 8 SHEET J I 850'-0" F 25'-0" 25'-0" 25'-0" 3/4" EXP EG J01 T EG I I r — +37/ ) r — (+33/-36) r — \� —r—� r "� ----- — — — — — Ll- f F-4 1 II I II II III II j II III II II ill ~II~ I II I II III II � II rF-3A I I rF_3A I I I I I I I I I L—J� I L—J+ II I II I II III II II �II II II III II I II I II K II / I F-4 if I 1 F-4 J L :�� ----- — t F-I I I F ry �(+35/-3b) x2 . F-IA, H —� = JI L—J = G.J. �I ¢1 fl 1 1 r 1(+31/-40) =-a t I F 4� / F-4 I , (+33/-3b) F-4 r J f T524 —' J F-4 � F-4 F-4 F-4 F-4 -4 F-4 I \ 25--0' 3/4" EXP METAL BUILDING PANEL WALL, TYP 0 NORTH ELEV 1 (+33/-36) r l 1+37/40) r I 1 (+33/-36) r 1 ` II METAL BUILDING MANUF (MBM) TO COORDINATE LOCATION OF I WALL BRAGIN6 t / DOOR OPENIN66 II II II II II 6" THIGK GONG 5LA13 II II II F-4A F 4A F-4A F-4A F-4A I I F-4A F-4A F-4A F-4A F-4A F-4A F-5A F-3A F-3A r— 1 r— 1 r— 1 r— —I r— 1 r— 1 r— 1 r— —I r— 1 r— 1 r— 1 r— 1 III III III III III III III II III III III III III III III L—J L—J L—J L—J� L—J� L—J L—J� I I L—J L—J� L—J� L—J� L—J� L—J L—J� G II s5 I I I 3/4" EXPAN51011 JOINT (TYP ® 3 LOGATION5) I 5EE DETAIL ON 5-1 #5 DO1^EL x24" ® 24" O.G. } ��^��✓ ����i II L!HR I RA IN RUNN NO 6 • Z R JO ® I6" Or, VERT W/ 8" MIN LAP 5PLIGE VERT BAR IN GROUTED CELLS ®48" AX. 4 ® ALL JAMB5, INTER5EGTION5 A. SIDE OF WALL JOINTS. DE B-1 ® T/WALLL-4 —------� 4�— 35 T5-36 . -----{— -- —� rt— T5-12 V7 HAIRPIN5 W/ 8 FT LE65. TYP U.N.O. SLEEVED SPEED DOWELS I I 5EE DETAIL ® W x I-I/2" DEEP SAW GUTS AT 20 FT MAX 0.(ft 5AW GUTS ARE NOT TO AL16N WITH COLUMN5 J) N N I 8" GMU WALL IN RUNNING BOND WITH q 6A -�`� m I I HORIZ LADDER TYPE JOINT REINF ® 115" OG VERT H/ 8" MIN LAP 5PLIGE H/ #5 VERT BAR S G_ I IN 6ROUTED GELL5 ® 4b" O.G. MAX. 4 ® ALL 8" "G" JAMB 5TUD ® I JAMB5, INTER5EGTION5 AND EA. 51DE OF GHAN6E IN WALL HT HALL JOINT5. PROVIDE 5-1 ® T/WALL TYP x2 I11 F-4 F-4 F-4 �F-4� I F-4 F-4 f F 4 I i F-4 j RIF 4 F-4 �F-4 �f I _ �i \ 1 �— i r j------ T524 i -----1 l------ ----- �1----- - fi----- —. ---- I ------—JJ=J-- (+-3---— JL—31-4) (+/-40) (+33/-36) 2 (+33+T5-12 (+31/-40) N.J. 1 r W.J. ® COL. UNE5, , — 55 F-I PROVIDE 1/21 5MOOTH 25-34. (SEE WALL JOINT DETAIL) m DOWELS x16' ® 24" O.G n' — — — — J L T/5.O" (+35/-3e1) 2. 5EE G.J. DETAIL I I TS-Ib TYP �T/SLAB T � I N - -0-3 3/4„,I, LF-I , T5-36 F-I F_I , (+31/-48) ----F-I AL �F-1A� I !' - �F—IAA ` t �P—I �P-1A F_IA �F-IA �F-IAA�------�t��+-------�'� T5-24 1 fi----- fii t------I y- -{ fi------I--I-- --- I—I------ri------ 1 fi------I------{- L— J L— J L— J L— J J L— J L— J L — — (+31/-40) x3 (+31/-40) x3 (+31/-40) x2 (+31�4DJ I� I PROVIDE GONG RAMP ®DOOR, F MAX SLOPE 1 1/2" S5 8" GMU WALL IN RUNNING BOND WITH 9 6A HORIZ LADDER TYPE JOINT REINF ® 16" OG VERT IN e," MIN LAP 5PLIGE H/ #5 VERT BAR IN GROUTED GELL5 ® 443" O.G. MAX. 4 ® ALL JAMB5, INTER5EGTION5 AND EA. 51DE OF WALL JOINTS. PROVIDE 5-1 0 T/WALL FOUNDATION PLAN _ 5GALE: IAb' = 1'-O" NORTH NOTE5: I. TOP OF FLOOR ® REFERENGE ELEVATION +0'-0" (5EE 51TE PLAN FOR AGTUAL ELEVATION) 2. ALL GONGRETE 5LAB5 ON GRADE 5HALL BE 6" THIGK 4,000 P51 GONGRETE A5 PER 5PE05 IN 4x4-W4.OxW4D Nll F ON b MIL VAPOR BARRIER ON TREATED GOMPAGTED 501L U.N.O. 3. REFER TO FOUNDATION SCHEDULE FOR ALL FOOTING 51ZE5 AND REINFORGIN6. 4. GOORDINATE GOLUMN AND ANGHOR BOLT PLAGEMENT WITH APPROVED METAL BUILDING 5HOP DRAWIN65. 5. DO NOT 5GALE PLANS. I _ (+33/-40) L'� asse (+331-40) — NI �I I F-IA; F-I.L r\ rh \ : -----t--f-t------I L — J L — �t'I HAIRPINS W/ 4 FT LE65 ® LEAN-TO GOLUMN5 THE E PLa,iNS AND ALL PRCPOS_D 1NOP,t( ARE SUBJECT TO ANY COrgCCTIOPdS PEOUIREI) BY FIELD INSPECTORS TI}AT v1AY BE NECESSANY IN ORDERM TO COMPLY WITH ALL ApPLfCABLE CODES. r r;i't 133311i C // nn 10 M1 t` V W N ham„ �ili3' Z cjiIa > ¢, Il > ,j( W } Q 0 f; LJJ U w tlk Z � n yll (� � M UD ( Z 0) ce) IF, LU t C O y� C° n 1tP '� N MFFUND O Ci � This drawing and design as shown Is the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company Is prohibited may constitute an Infringe- menf, and may be subject to legal action by ML Engineering, Inc. Q 0 0 LL UJ a' 0LL F- V LL Z m O Z� Z H Q g Q� z LL 0 0 Z� m Q Q LLJ o ��\\V z LU r / J 0 LL LU Q�U) Q r F— CL_ Lo LO Q QUJ O Q w �z ISSUE: DATE: 1. PERMIT 11-13-17 2. BLDG PERMIT 2-8-18 REVISIONS: DATE: m GEN REVISIONS 12-28-17 ® GEN REVISIONS 2-8-18 DATE: 11-2-17 DRAWN BY: TR CHECKED BY: ML JOB No. 17-122 SEAL MICHAEL A. LUE, P.E. FLORIDA REG. #47520 SHEET NO: Siii OF 8 SHEET I � 4 THESE PLANS AND ALL PROPO5:D WORIt ARE SUBJECT TO ANY CORRECTIONS `REQUIRED BY FIELD INSPECTORS THAT . MAYBE NECESSARY IN ORDFR TO COMPLY WITH ALL APPLICADLE COr''fS. ROOF FRAMING PLAN 5GALE: I/Ib' = 1'-0" NORTH NOTES: I. ALL ELEVATION5 REFER TO TOP 5LAB ® +0'-0' REFER TO SURVEY FOR ACTUAL ELEV. 2. CONTRACTOR SHALL COORDINATE 5TRUGTURAL HORK WITH ARCHITECTURAL, MECHANICAL, PLUMBING 4 ELECTRICAL DRAHIN65 FOR VERIFICATION OF LOCATIONS 4 DIMEN5ION5 OF ALL PRO`ECT REGUIREMENT5. ANY DI9GREPANGIE5 SHALL BE GALLED TO THE ATTENTION OF THE ARCHITECT OR EN61HEER OF RECORD BEFORE PROGEEDIN6 HITH HORK. 3. ALL DIMEN5ION5 ARE TO ROUGH OPENIN6 OR CENTERLINE OF 5TRUGTURE (1YPIGAL, UNLE55 NOTED OTHERHI5FJ. 4. 5EE ARCHITECTURAL DRAHIN69 FOR ANY DIMEN5ION5 NOT SHORN. 5. 56HEMATIC FRAMING PLAN INDIGATE5 GENERAL ROOF AND HALL BRAGIN6 LOCATION, FINAL LOCATION AND DE516H SHALL BE BY THE MB.M. A5 INDIGATED IN THE APPROVED SHOP DRAHIN65. b. MB.M. 5HALL DESIGN ROOF 5TRUGTURE TO SUPPORT ALL LOADS IN PLAN 4 FUTURE EXPAN51ON (PHASE 11) Q Q PHASE I N I J 4 ¢ MATCH LINE KEY PLAN N.T.S. NORTH U 74 F i Z' I O ,p t;l /� 0 C 41 6I'i N ni !I z "' c`*'ti W Q 0 wk�; z ` ' R,GI (A U -Ill Z On C ) LL C O C° °� I! I'i39' a= C 4 O Nxi11 N �i 01, v IP,IE aa� LKl .94li.., This drawing and design as shown Is the property of MIL Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company Is prohibited, may constitute an Infringe- ment, and may be subject to legal action by MIL Engln®e ring, Inc. a 0 0 J LL W U W LL LL Z 0 � mo Z cD g a. z UQ Q ao p LL z�m Q U �- W () LL 0 LU 0 r— � J LU cf) Q Q = LU L{ ) Q w ms� O w �z ISSUE: DATE: 1. PERMIT 11-13-17 2. BLDG PERMIT 2-8-18 REVISIONS: DATE: m GEN REVISIONS 12-28-17 ® GEN REVISIONS 2-8-18 DATE: 1 1-2-1 7 DRAWN BY: TR CHECKED BY: IVIL JOB No. 17-122 SEAL: �i MICHAR A. LUE, P.E. FLORIDA REG. #47520 SHEET NO: Siiiiiiiii,I4 OF V SHEET P (HORIZ) = t 115 PLF h + TT/G� GLEANOUT EA DONEL 1 I SECTION 61RT BY M.B.M. TO SUPPORT TOP OF MA50NRY WALL TO RE515T LATERAL WIND LOADS SHOWN BM A5 PLAN — 8" GMU WALL A5 PLAN �- #5 DOWEL NU A.G.I. q0" HOOK ® EA. VERT. BAR W/ 30" LAP 5LA13 A5 PER PLAN x�—x x x x— T5 A5 PER PLAN 5GALE: 3/4" = 1'-0" v (V m BA5E ANGLE BY MB.M R1610 FRAME COLUMN METAL WALL PANEL. BY MBM #1 HAIRPIN A5 PER PLAN 5LAB A5 PER PLAN +01-04 T5 A5 PER PLAN 4 #5 5TIRRUP5 AT 24' OG AGRO55 COL PAD (2 EA 510E OF ANG BOLTS) Ib • 4b 12 LI FT6. A5 PER PLAN METAL BLDG, COLUMN BY MBM ANCHOR BOLT d 5A5E PLATE DE5I6NED 4 RJRN15HED BY MBM CL GO T6/ LE 5LA13 A5 PER PLAN T/5LAB ® 0'-0" I x x x x k X x x x METAL WALL PANEL. BY MBM MET. WALL PANEL. BY MBM P (HORIZ) = t 115 PLF P (HORIZ) = t 115 PLF P (HORIZJ = 1240 PLF GIRT BY MB.M. TO 5UPPORT TOP GIRT BY MB.M. TO 5UPPORT TOP A5 PLAN OF MA50NRY WALL TO RE515T A5 PLAN OF MASONRY WALL TO RESIST T/GMU WALL LATERAL WIND LOADS SHOWN T/GMU WALL LATERAL WIND LOA05 SHOWN T/G� RI61D FRAME COLUMN R1610 FRAME COL" 5EE 5EGTION A/55 FOR INFO NOT 5HOWN 5EE 5EGTION A/55 FOR INFO NOT SHOWN G #1 HAIRPIN A5 PER PLAN ON5TRLrTION JOINT (G.J) GO T6 #T HAIRPIN A5 PER PLAN GLEANOUT ® GO 6 EA DOWEL 1 SLAB A5 PER I zSLAB A5 PER CON5TR1JGTION JOINT (G.J) 1 PLAN +01-0" I PLAN —� GONG RAFT � x X x x x x X X x x ®DOOR 6RADE o j` T5 A5 PER PLAN • • T5 A5 PER PLAN T5 AS PER PLAN x x 4 #5 STIRRUPS AT 24" OG ACROSS 4 #5 5TIRRUP5 AT 24' OG AGRO55 • • L L ���/� COL PAD (2 EA 510E OF ANG BOLT5) COL PAD (2 EA 51DE OF ANG BOLT5) T5 A5 PER:AN•LO L 18• • • • • • • • • • • • 1/2"m SMOOOWEL `V 148 48 Ab" ® 24" O.G. _ 12 L 12 Ll Q Q FT6. A5 PER PLAN COL. FT6. BEYOND FT6. A5 PER PLAN _ _ LR xWx 1 SECTION 5 5GALE: 3/4" = 1'-0" 5GALE: 3/4" = 1'-0" SECTION P (HORIZ) = 1240 PLF xWu FT6. A5 PER PLAN (2) 55115 HELICAL PILES EO 5PAGED AND CENTERED IN FTC NU T" x 10"x10" MELDED GAP PLATES IN 4#6 x24" E.W. a 6" O.G. A5 PER 5PE65 3/4" = 1'-0" METAL BLD6 COL BEYOND GIRT BY MB.M. TO SUPPORT TOP OF MA50NRY WALL TO RE515T LATERAL WIND LOAD5 SHOWN BM A5 PLAN PROVIDE 8" PRE-GA5T CONG LINTEL NU 1#5 HORIZ, 6ROUTEO 5OLID ® DOOR OPN65 8" GMU WALL A5 PLAN 5EE SEGTION A/55 FOR INFO NOT 5HOM SLAB A5 PER PLAN � + 8'-8" T/G� MU WALL CLEANOUT EA DOWEL 1 I X xX_411i BI A5 PLAN 8" GMU WALL IN RUNNING BOND WITH q 6A HORIZ LADDER TYPE JOINT REINF ® 16" OG VERT W/ 8" MIN LAP 5PLIGE. PROVIDE #5 VERT BAR IN GROUTED CELLS AT 48" Or, AND AT ALL GORNER5 d INTER5EGTION5, TYP — #5 DOWEL NU A.G.I. q0" HOOK ® EA. VERT. BAR — FT6 A5 PER PLAN +O� X x FT6 A5 PER PLAN xW. J1 TYP. INTERIOR NON-BRG WALL SECTION IS 5GALE: 3/4" = 1'-0" © aim (OPPOSITE HAND) 78 8" "G" JAMB STUD ® METAL 5L06. COLUMN BY MBM GHAN6E IN WALL HT 8" "Z" 61RT A5 PLAN G GIRT ® TOP OF WALL 7NES: PLANS AND ALL PROPOSED WO}'9io WALL JOINT (W.JJ ARE SUBJECT TO ANY COPE ECTIONS A5 PER PLAN T5 A5 PER PLAN REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN OADLYA TO COMPLY WITH ALL APPUCADZE COVES. 5GAL t: 3/4" = I RIGID FRAME GOLUMN + II'-8" 61RT BY M.B.M. TO SUPPORT TOP ANCHOR BOLT (BASE PLATE T/G� OF MA50NRY WALL TO RE515T 8" DE516NED b R RNI5HED BY MBM LATERAL WIND LOADS SHOWN 3 3/4" Ct GO BM A5 PLAN NON-5HRINK #7 HAIRPIN A5 PER PLAN GROUT 5LAB A5 PER PROVIDE 8" PRE-GA5T GONG LINTEL NU 1#5 m PLAN 5L HORIZ, 6ROUTED 5OLID ® DOOR OPN6'5 f / METAL WALL PANEL. BY M13M GRAPE If• X — X x x x z 8" GMU WALL A5 PLAN 5A5E ANGLE BY MB.M T5 A5 PER PLAN SLAB A5 PER PLAN � I 5EE SECTION A/55 FOR INFO NOT 5HOWN -01 " 4 #5 STIRRUPS AT 24" Or, ACROSS -- � GOL PAD (2 EA 51DE OF ANG BGLEANOUT OLT5) GI ANOUT I X X X X L. lb 1 5LAB A5 PER PLAN +O� • • • • 1 X2 GRAD\ 4 x x x— x x 1? T5 A5 PER PLAN 5GALE: 5/4" = I FT6. A5 PER PLAN 'OUML M J/It _ SECTION T5 A5 PER PLAN (2) HR FIRE RATED PARTITION TO UNDER5I0E OF \ METAL DECK (5EE ARCH) T/GhU WALL (2) HR FIRE RATED CMJ WALL CON5TRUGTION JOINT (G.J) x x P T5 A5 PER PLAN 1/2" (P 5MOOTH DOWEL - Ab" a 24" O.G. P 8" "Z" GIRT A5 PLAN I' "G" IS ® TOP OF WALL SCALE: 3/4" = 1'-0" r JR1611) FRAME COLUMN ` 1 IRT BY MB.M. TO SUPPORT TOP F MASONRY WALL TO RE515TATERAL WIND LOAD5 SHOWN BM A5 PLAN PROVIDE 8" PRE -CAST GONG LINTEL W/#5 HORIZ, 6ROUTED 50LID ® DOOR OPN6'S / 1 5EE SECTION A/55 FOR INFO (I NOT 5HOWN / GO T6 I 5LAB A5 PER PLAN I / +0.-0. 0 — x x X X x T5 A5 PER PLAN c • • • • 5EE SECTION E FOR INFO 5GALE: 3/4" = 1'-0" FT6. A5 PER PLAN i .... F: 1H 'd'i I 'i`°'' h' 0 [ IIIFM!i.!: 0 C 0 N t, LJJ Q us;l° E7G I I:' LU U L 0'` T't�`s3� I Mill rn N, E �,' h Z O M C> 3u Il;Lr" LU O m "Pill I = N 0! �`. 1la rt N ry a1 P'I Oy9', This drawing and design as shown Is the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company Is prohibited, may constitute an Infringe- ment, and may be subject to legal action by MIL Englnaaring. Inc. O J LL. W U M W_ 0 LL LL Z ,m O V Z (� I--- Q a0 W m z m Q = W_ 7�U 1 W >J UM) G Cf) O �GW L U pill 1= pillcW w m 2 w Oa - Z ISSUE: DATE: 1. PERMIT 11-13-17 2. BLDG PERMIT 2-8-18 REVISIONS: DATE: m GEN REVISIONS 12-28-17 DATE: 11-2-17 pill DRAWN BY: TR CHECI(ED BY: ML JOB No. 17-122 SEAL: MICHAEL A. LUE, P.E. FLORIDA REG. #47520 SHEET NO: Still OF 8 SHEET i ��}} �4P +0h '_ 0" T5 A5 PLAN AROUND POOL, TYP �f X X X X % X • WATERPROOFIN T5 A5 PER PLAN " CAN L NV Q RT d # 12" O.G. IZ :t b" WATER STOP 12" 10, • 12" THIGK GONG SLAB H/ #6 W/ KEYED JOINT 0 12" O.G. EH (TOP d BOT) W,* N DRAIN DUNK POOL CROSS SECTION SCALE: 3/4" = I'-0" PRE-MANUF RE51N TANK ON WF BEAM SUPPORTS. ANGHORA6E BY TANK MANUF. 4'-0" HIGH b' GMU IN RUNNIN6 BOND I^U #5 VERT BAR IN GROUTED GELL5 ® 32" O.G. MAX I A5 SHOWN. PROVIDE (1) GOUR5E 8" BOND BLOCK H/ 1#5 0 TMALL RESIN TANK CONTAINMENT WALL & SLAB PLAN 5GALE: 1/8" = 1'-0" NOTES: I. PRE-MANUFAGTURED RE51N TANK 51ZE &-b"H x 1141 x 8'-3"H 2. RE51N TANK HEIGHT = 13, 000 LB5 (6.5 TON5) RE-51H HE16HT = 5L000 L135 TOTAL = 66, 000 LB5 8" BOND BLOCK H/ 1#5 GONT GROUTED SOLID b" GMU HALL AS PER PLAN #5 DOWEL IN A.G.1. 90" HOOK 6" PVC, HATER STOP 12" THIGK GONG. SLAB IN #6 ® 12" O.G. E.W TOP d BOT N,I 24"Dx24"Wx CONT FTG. IN 3#6 BOT. (2) RESIN TANK WALL SECTION 7 5GALE: 3/4" = I'-0" PRE-EN6R'D RE-51H Tr BEAMS BY TANK MAP 9/4" EXP JT PROVIDE BAGKER ROD b NP-I SEALANT ® EXP. CONT. 6ALV STEEL L 2x2x34b W/ 1/2" 0 JOINTS (T45) ® A MIN. HEADED STUDS x 4" o 24" O.G. EA 51DE OF DEPTH OF I". SEALANT JOINT SHALL BE TOOLED FTC AS PER PLAN 12" EXP T ND BARS 12SIDE OL1 I \ \— '� 7 — TERMINATE REINF ONE SIDE OF JOINT PROVIDE BACKER ROD 3/4„ EXP d NP-I SEALANT ® EXP. JT JOINT5 (T45) ® A MIN. GONT. 6ALV STEEL D 2x2x3/16 H/ 1/2"0 DEPTH OF I". SEALANT k5IDE DS x 4" ® 24" O.G. SHALL BE TOOLED JOINT SLAB AS PER PLAN 24" ® 24" O.G. EED DOHEL5 X X X T5 A5 PER PLAN 0 EXP JT EXPANSION JOINT DETAIL IN SLAB & FTG NO 5GALE THESE PLANS AND ALL PROPOS5D WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS TI{AqT MAY BE NECESSARY IN ORDL'R TO COMPLY WITH ALL APPIJCABLE CODES. JAMB FLA5HIN6 "G" JAMB STUD — AS PER METAL BLD6 DE516NER DOOR HARDWARE — ATTAGHMENT BY DOOR MANUFACTURER I/8 3'®12' TYP EA JAMB 3164 SELF DRILLIN6, SELF TAPPIN6 5GREW5 ® 12" O.G. O.H.D. JAMB ATTACHMENT DETAIL SCALE: 3/4" = 1'-0" 95 f #5 5ELF DRILLING SELF TAPPING 5GREW5 0 12' O.G. MAX TO WALL 61RT5 (MIN 3 FASTENERS PER SIDE) WINDOW & DOOR ATTACHMENT DETAIL FILLED CELL AS PLAN EACH 51DE OF JOINT GMU WALL AS PLAN SCALE: 3/4' = 1'-0' 5TU000 PREFORMED JOINT FILLER 5TU000 JOINT ALIGNED W/ WALL JOINT TOOLED POLYURETHANE CAULK d PREMOLDED BAGKIN6 ROD TERMINATE HORIZ. WALL REINF. EA SIDE OF JOINT a• WALL JOINT (W.J.) DETAIL NO 5GALE NOTES: I. 1/2" GM WALL JOINT AS PLAN d NOTED AS THUS: W.J. 2. DISCONTINUE HORIZONTAL JOINT EACH 51DE OF WALL JOINT. 3. AL16N MASONRY HEAD JOINTS IN BOND BEAM WITH WALL JOINT. 4. TREAT BOTH FACES OF JOINT WITH TOOLED POLYURETHANE SEALANT AND BACKER ROD A5 SHOWN. 5. AL16N EXTERIOR 5TUGGO JOINT H/ WALL JOINT. GON5T JT. SLAB A5 PER PLAN T ///,-- 1/2" N SMOOTH DOWEL Ab" ® 24" O.G. X X- X T512 EA SIDE OF JOINT C.J. CONSTRUCTION JOINT DETAIL NO SCALE I/&" WIDE x J (T) DEEP SAWN JOINT. 5AW GUT5 SHALL BE MADE A5 50ON A5 CONCRETE HAS HARDENED 5UFFIGIENTLY TO PREVENT A66RE6ATE FROM BEIN6 015LO06ED BY 5AH BLADE x � q n A H X X X n X A q S.C. SAWN JOINT DETAIL NO SCALE 2' CLEAR 07(o TIES A5 PLAN 50" LAP v �+ SLEEVE EX15T LINES AS REGUII n BY CODE DEEPEN FT6 12" BELOW C HIDER THAN ALL PIPE 12" PROVIDE T' BARS TO PENETRATIONS, TYP MATGH AND LAP FTC REINF IN DEEPENED FTG FOOTING DETAIL 0 PLUMBING LINES NO 5GALE tl (1rd' lr4I (D M Z C U ` Itl //' .nn '0 u�3 `ifl vE. V I!� a). N Nij{�, EIt Z l.L! C 'j N lc `' LUU s LL :3 L:J N O Z 0) cq m l C O Sill,) l W = C'4 O N fl ilqill!'l'� 0 � v�iiYti v 4*Irfldl E ifIX4{v i ijll V This drawing and design as shown Is the property of MIL Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company is prohibited, may constitute an Infringe- ment, and may be subject to legal action by ML Enginaa"ing, Inc. IQ M O J LL LU U M LU O V Z 'm O V z H U O <m 6 LL a V LU 75; 0�U W Q J LU = WLOQ Q I=— cfi w m w O -, z �- ISSUE: DATE: 1. PERMIT 11-13-17 2. BLDG PERMIT 2-8-18 REVISIONS: DATE: A, GEN REVISIONS 12-28-17 I ® GEN REVISIONS 2-8-18 DATE: 11.2.17 DRAWN BY: TR CHECKED BY: ML JOB No. 1 7-122 SEAL MICHAEL A. LUE, P.E. FLORIDA REG. #47520 SHEET NO: Sm7 OF 8 SHEET ANUMUN t5UL 1 UUMtUULt BOLT DIAMETER (SEE NOTE 1) MAX. UPLIFT LOAD ON BOLT MIN. EMBED DEPTH (D) (SEE NOTE 2) 8" 10.1 PROJECTION (P) MIN. HOOK (H ) 1/2" 2,640 LB5. 2 1/2' 5/8" 4520 L55. 3" 3" 3/4" 600 L.B5. 12" 31. 4" l/8" 11,230 L55. 14" 3" 4 1/2' Is 12,110 LEIS. Ib" 3" 5" 1 1/4" Iq,380 L55. 20" 3 1/2' 6 1/2" 1 1/2" 2NIO L55. 24" 3 1/2' 8" NOTES: I. ANCHOR BOLT DIAMETER AS DE516NED BY METAL BUILDIN6 DE516NER 2. EMBED DEPTH SHALL BE THE DEPTH OF EMBED INTO FOOTIN6 AND 15 NOT INGLUDING THE SLAB THICKNESS FAIINt1AYMN A( 14F I111 F PL MARK 51ZE (DxHxL) REINFORGIN6 REMARKS TOP OF FT6 ELEVATION TS12 12" 12" GONT 2#5 LW BOT THICKENED SLAB EDGE AS PLAN TS16 16" 36" GONT 4#5 LW TOP d BOT, #5 ® 24' O.G. 5W TOP d BOT MONOLITHIC FT6 a INT. NON -LOAD 5R6 WALL A5 PLAN TS24 24" 24" GONT 3#5 TOP d BOT W/ #4 TIES 24" O.G. MONOLITHIC FT6 A5 PLAN TS36 24" 36" CONT 4#5 LW BOT IN #5 0 24" O.G. 5W MONOLITHIC FTC AS PLAN F1 24" 4'-0" 4'-0" 5% EH (TOP d BOT) 150LATED FOOTING PAD - 2'-0" F1A 24" 41-0" 4'-0" 5#6 EH (TOP E BOT) 150LATED FOOTIN6 PAD - 2'-3 3/4" F2 24" 5'-0" 5'-0" 6#6 EN (TOP d BOT) 150LATED FOOTING PAD - 2'-0" F3A* 24" 6-0" 6'-0" 1#b LW (TOP 4 BOTJ 150LATED FOOTING PAD 0 INTERIOR - 0'-6" F4 CIE 30" 1'-0" 1'-O" 8#6 EH (TOP d BOTJ 150LATED FOOTIN6 PAD - 2'-O° F4A* 30" 1'-0' 1'-0" 8#b EH (TOP d BOT) 150LATFD FOOTING PAD ® INTERIOR - O'-b" F5A CIE 30.. 8'-O" 8'-O" 1#6 EH (TOP 4 BOT) ISOLATED FOOTIN6 PAD 0 INTERIOR - 0'-6" n n TepeT)" 51 51911 NOTE �E REFER TO PLAN FOR LOCATION OF FOOTIN65 THAT REQUIRE HELICAL TEN51ON ANCHORS CONCRETE REAM SCHEDULE MARK 51ZE REINFORCING REMARKS WIDTH DEPTH TOP INT. BOTTOM STIRRUPS 61 8" Ib" #b - #b - (2) COURSE 8" BOND BLOCK, SEE NOTE I NOTES: I. PROVIDE 8" PRECAST CONCRETE LINTEL BY CAST CRETE OR EQUAL ABOVE ALL MA50NRY OPENIN65 W/ 1#5 BAR GROUTED SOLID POURED SOLID WITH THE MA50NRY BOND BEAM ABOVE WITH A MIN. OF 8" BR6 EACH END. TYPICAL U.N.O. DESIGN LOADS DE516N LOADS PER THE FLORIDA BUILDING CODE, 6TH EDITION (2011) ROOF LOADS DEAD..........................................................................................2 P5F (A5 PER MBM) COLLATERAL LOAD .'6 P5F LIVE ............................................. .................................... 20 P5F (REDUGIBLFJ FUTURE MEZZANINE FLOOR LOADS DEAD............................................................................................5 P5F 4" GONG SLAB ON METAL FORM DECK STEEL BAR JOISTS LIVE(OFFICE).........................................................................SO PSF PARTITION LOAD...................................................................15 P5F CRANE LOADS IMPACT 10% 10% LIFTED LOAD HORIZONTAL 20% 20% LIFTED LOAD + TROLLEY d H015T WT LON61TUDINAL LOAD 20% 20% MAX WHEEL LOAD I TON MONORAIL I- I TON N015T CAPACITY 2000 L55 H015T C TROLLEY WT 200 L135 2 TON MONORAIL 2 -1 TON HOISTS CAPACITY 2,p00 LB5 EACH H015T d TROLLEY WT 200 LB5 EACH b TON MONORAIL 2-3 TON HOISTS CAPACITY 6,000 L135 EACH H015T d TROLLEY WT 500 L55 EACH 10 TON TOP RUNNING BRIDGE CRANE 2- 5 TON HOISTS BRIDGE WEIGHT 5,200 L135 H015T WT q00 L55 x 2 = 1,800 LEIS CRANE WT I0p00 LB5 WIND LOADS PER ASGE 1-10 ULTIMATE WIND SPEED REGION, \610......................I60 MPH NOMINAL WIND SPEED RE610N, Ward) ....................124 MPH WIND BORNE DEBRIS REGION EZL05ED 5TRUGTURE BUILDING HEIGHT < 30 FT ROOF PITCH 1/12 R15K GATE60RY II INTERNAL PRE59JRE GOEFF. 10.18 EXP05LRE G HEIGHT b EXPOSURE GOEFF. 1.40 NOMINAL COMPONENT d CLADDING PRESSURES PSF 1ASD) ZONE EFFEGTIVE AREA (50. FT) 0<10 11<20 21<50 51<100 1 +16 -3q +15 -35 +13 -3b +12 -35 2 +Ib -65 +15 -58 +13 -4q +12 -42 3 +I6 -q8 +15 -81 +13 -51 +12 -42 4 +3q -42 +31 -40 +35 -38 +33 -3b 5 +3q -52 +31 -48 +35 -44 +33 -40 2 -42 -40 -38 -36 3 -52 -48 -44 -40 END ZONE 5 15 WITHIN A P15TANGE OF (a) = 12 FT FROM BUILDING CORNERS. 0 6# W i Ii tl . ry iq R C)a% r�I4tf.°# � b�l C O p,. STRUCTURAL NOTES O I<y') I. CONTRACTOR SHALL VERIFY ALL DIMEN5ION5 IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES I Z w PRIOR TO CONSTRUCTION. ; ' C cc) 2. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY THE CONTRACTOR A5 REQUIRED TO SAFELY PERFORM THE WORK. t ' j T03 O'III 3. ALL DOORS AND HARDWARE MUST BE DESIGNED AND CERTIFIED TO WITHSTAND THE DESIGN WIND PRESSURES NOTED IN THIS TI'i LLJ Q DOCUMENT AND SHALL BE IMPACT RE515TANT OR PROTECTED WITH IMPACT RESISTANT COVERING MATERIAL AS REQUIRED BY i j LU z THE FLORIDA BUILDING CODE. q ^' M. _ v rygi,3; i STRUCTURAL SUBMITTALS:°i', ` 6 �3°:" V Z O' M' a ° m d?II I. THE FOLLOWIN6 MINIMUM STRUCTURAL SUBMITTALS SHALL BE SUBMITTED FOR REVIEW: W C O <?p A. CONCRETE MIX DESIGNS ;t, ° CV O yjl B. REINFORGING G. ND MASONRY AMA50NRY ACCESSORIES C cilial' ' D. PRE-EHGINEEREERED METAL BUILDING SHOP DRAHIN65 - 516NED AND SEALED p ' E. M15GELLANEOU5 STRUCTURAL STEEL U ,;E a' F. CRANE EQUIPMENT AND SUPPORTS - 516NEP AND SEALED11 C: ±,I f 'i This drawing and design as shown Is FOUNDATION I. FOUNDATIONS ARE DE5I6NED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARIN6 PRESSURE OF 2,500 P5F. the property of ML Engineering, Inc. 2. GONTRAGTOR SHALL VERIFY THAT THE MINIMUM COMPACTION OF q5% OF ITS MODIFIED PROCTOR ACCORDANCE WITH Reproduction and/or use of this drawing or any content therein, without express A5TM 0155115 OBTAINED PRIOR TO FOOTING PLACEMENT. consent or permission of this company is may to on 3. FO0TIN65 SHALL BE PLACED ON COMPACTED 501L FREE OF OR6ANIG DEBRIS. ent,proan mart, and subject l acge- may be subject to legal action m 4. REFER TO SOILS INVE5TI6ATIVE REPORT BY K5M ENGINEERING, REPORT NO. I12061-b DATED JULY 6, 200 FOR ALL 51TE t3y "^L Engine,®ring, ine. PREPARATION REQUIREMENTS. CONCRETE "SPECIFICATIONS I. GONGRETE WORK SHALL BE IN ACCORDANCE WITH A.G.I. 301 FOR STRUCTURAL CONCRETE FOR BUILDIN65" LATEST EDITION AND A.G.I. 318 BUILDING GODE REQUIREMENTS FOR STRUCTURAL GONCRETE. 2. CONCRETE 5TREN6TH SHALL HAVE A MINIMUM 28 DAY GOMPRE551VE STRENGTH AS FOLLOWS: FOUNDATIONS 3,000 P51 " A66R. SLUMP 5" 1 1" WIC OS O SLABS ON GRADE 4,000 P5I A66R SLUMP 5" 1 I" INC 0.4 W/ 5RA ECLIPSE 11/2 6AVCV. YD. ' J MA50NRY GROUT 3,000 P51 J" A66R SLUMP I0111 I" LL 3. REINFORGIN6 STEEL SHALL BE IN ACGORDANCE WITH A5TM A615 6RADE 60. 4. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH A5TM A165 AND SHALL BE ADEQUATELY SUPPORTED AT 5-0 O.G. EACH WAY. LLI 5. THE MINIMUM CONCRETE GOVERA6E5 SHALL BE A5 FOLLOV& CAST A6AIN5T EARTH 3 INS v EXP05ED TO WEATHER 1 1/2 INS Q/ b. PROVIDE qO DEGREE LAP SPLICES AT ALL INTERSECTIONS. LLI 1. REINFORGIN6 SHALL BE LAPPED 5PLIGED AND TIED WITH THE FOLLOWING MINIMUM: #4 24 INS Q/ #5 30 INS #6 36 INS O 8. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH A5TM G3q. A MINIMUM OF (5) TEST CYLINDERS SHALL BE TAKEN FOR LL LL EACH 100 GU Y05 OF FOR WITH ADDITIONAL SETS FOR EVERY 50 GU YD5 OF POUR. CYLINDERS SHALL BE TESTED AS FOLLOWS: 1 ® 3 DAYS Z I ® 1 DAYS 2 ® 28 DAYS 0 10 56 DAYS (IF THE MINIMUM 5TRENOTH 15 NOT MET IN 26 DAYS) q. CONTRACTOR SHALL PROVIDE 5AW CUTS IN 5LAB5 AT A MAXIMUM 5PAGIN6 AS INDICATED IN PLAN AND AT ALL RE-ENTRANT J CORNERS. SAW GUTS SHALL BE 1/4 THE SLAB DEPTH AND SHALL BE PERFORMED A5 50ON A5 THE CONCRETE HAS HARDENED = 5UFF161ENTLY TO PREVENT THE A66RE15ATE FROM BEING 0I5LOD6ED BY THE 5AW BLADE. THI5 15 AN EFFORT TO CONTROL THE CIO O STRESSES AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RE5ULT5 IN CRACKS, WHIGH 15 NOT UNCOMMON. MASONRY I. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH AGI 530.1/A5GE b/TM5 602, 5PEGIFIGATION FOR CONCRETE V z I> (D MASONRY STRUCTURES AND AGI 53O/A5GE 5/TM5 402, BUILDING GODE REQUIREMENTS FOR MA50NRY STRUCTURES. 2. CONCRETE MA50NRY UNITS SHALL BE IN CONFORMANCE WITH A5TM G90, 6RADE N, TYPE 11. MASONRY UNITS SHALL BE TESTED Q/ Z IN ACCORDANCE WITH A5TM G140 AND SHALL HAVE A MINIMUM Fb = Ig00 P51. 3. 6ROUT SHALL BE IN CONFORMANCE WITH A5TM G416, COARSE TYPE SLUMP q" TO II". MORTAR BE IN ACCORDANCE WITH ASTM G210, TYPE 5. o 4. 5. SHALL ALL MA50HRY JOINTS SHALL BE WATERTIGHT AND CONCAVE TOOLED WITH A NON 5TAININ(5 TOOL. O b. 1. EXTERIOR 5URFAGE5 SHALL SEALED AND PAINTED. PROVIDE AT INTERIOR SURFACES FOR ALL GROUTED CONSTRUCTION AND LIMIT MORTAR PROTRUSIONS TO 1/2" MAXIMUM MM W GLEANOUT5 IN IN 6ROUlED CELLS. 8. ALL MA50NRY WALLS SHALL BE CON5TRUIGTED IN RUNNIN(5 BOND WITH q 6A. LADDER TYPE JOINT REINFORGING SPACED Ib" O.G. VERTICALLY. LAP AT ALL CORNERS AND 8" MINIMUM. z ' ` m LL 1. PROVIDE 8" PRECAST CONCRETE LINTELS WITH 1 #5 HORIZONTAL BAR 6ROUTED SOLID AT ALL MA50NRY OPENIN65 WITH A MINIMUM OF v U 8' BEARING EACH END, TYPICAL UNLESS NOTED OTHERWI5E. W PRE-ENGINEERED METAL BUILDING I..L W / ► �_ a- L PRE-ENGINEERED METAL BUILDIN6 STRUCTURE SHALL BE DE516NED AND MANUFACTURED FOR ALL LOADS PRESCRIBED HEREIN BY 1 (J) KIRBY BUILDING SYSTEMS PROJECT #611130115A. ' J 2. SUBMIT METAL BUILDING SHOP DRAWINGS AND REACTIONS 516NED AND SEALED BY A FLORIDA RE615TERED ENGINEER FOR /Q`' 66 REVIEW BY THE ENGINEER OF RECORD PRIOR TO FABRICATION. 3. ALL METAL BUILDIN6 COMPONENTS SHALL BE GOLD FORMED WITH A MINIMUM GRADE OF FY = 5OK51 AND SHALL BE IN Lu 4. ACCORDANCE WITH A15I AND A15G LATEST EDITION. ROOF PANELS SHALL BE A MINIMUM OF 26 6A 6ALVALUME AND SHALL BE INSTALLED TO RESIST ALL WIND LOADS IN ACCORDANCE J WITH THE PRESCRIBED LOADS. W L W 5. ALL MEMBERS SHALL BE POWER TOOL GLEANED AND PAINTED WITH A RUST INHIBITIVE SHOP PRIMER WITH A MINIMUM THICKNE55 OF IS MIL5. 6. DIAGONAL WALL AND ROOF BRAGING SHALL BE PLACED IN BAYS WITHOUT OPENIN65. Q Q 1. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY TRIM AND COVER PLATES AS NEEDED TO PROVIDE A WEATHER PROOF 5TRUGTURE AND TO COMPLETE THE STRUCTURE. w e. PRE-ENGINEERED METAL BUILDING MANUF. SHALL DE516N 5UPPORT5 FOR GRANE LOADS A5 INDICATED IN PLAN. 0 H STRUCTURAL STEEL I. STRUCTURAL 51-EEL SHALL BE IN ACCORDANCE WITH A.I.5.G. "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF ISSUE: DATE: STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. 1. PERMIT 11-13-17 2. 5TRUGTURAL STEEL GRADES SHALL BE AS FOLLOWS: 2. BLDG PERMIT 2-8-18 F SECTIONS A5TM Agg2 FY = 50 K51 t PIPE A5TM A36 FY = 36 K51 TUBES A5TM A500 FY = 46 K51 PLATES d ANGLES A5TM A36 FY = 36 K51 3. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE A.15L. "GORE OF STANDARD PRACTICE", LATEST EDITION. 4. WELDING OF STRUCTURAL STEEL SHALL BE IN AGGORDANGE WITH A.W.5. DLI WITH EIOXX ELECTRODES. FILLET I ELD5 SHALL BE MIN. " UNLESS NOTED OTHERWISE. 5. HIGH 5TREN6TH BOLTS SHALL BE IN ACCORDANCE WITH A5TM A325 AND SHALL BE DESIGNED A5 BEARING TYPE CONNECTIONS WITH REVISIONS: DATE: THREADS EXCLUDED FROM THE SHEAR PLANE. m GEN REVISIONS 12-28-17 6. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH A5TM A301. 1. ALL MEMBERS SHALL BE POWER TOOL GLEANED AND PAINTED WITH A RUST INHIBITIVE SHOP PRIMER WITH A MINIMUM THIGKNE55 OF 1.5 ® GEN REVISIONS 2-8-18 MIL5. 8. 6ALVANIZED METALS WHERE SPECIFIED SHALL BE NOT DIPPED GALVANIZED IN ACCORDANCE WITH A5TM A 123 d A 153. HELICAL PILES I. ALL MATERIAL USED FOR THE HELICAL PILES SHALL BE HOT DIP 6ALVANIZED PER A5TM A153 (LATEST REVISION). 2. HELICAL PILES SHALL BE INSTALLED BY A QUALIFIED INSTALLER APPROVED BY THE PRODUCT MANUFACTURER. DATE: 1 1-2-1 7 4. MATERIAL SPECIFICATIONS: BRACKET BODY: PER A5TM A36 AND A5TM A510 6RADE 50 DRAWN BY: TR T-PIPE TUBE: HOT ROLLED MEGHAN16AL TUBING PER A5TM A500. LIFTIN6 5OLT5: HEX HEAD BOLT PER SAE J42q CRAVE 5. T• J 5 5. IG PI IFIE ALL BE OR OLLOWI 6 INI M LOADS : CHECKED BY: ML 55 115 REQUIRED LOAD P(ULTIMATE) = 45 KIPS P(WORKIN(S) = 22.5 KIPS TORQUE RATING = 4,500 FT-LB5 JOB No. 1 7-122 ® 6. THE INT M 6N OR IN6 LOAD P CITY FO INT HEL G 55 l5 I IG TED ON AT ON LA . I L T A P T I UI NI D D TO ACHIEVE THE RATED CAPACITIES INDICATED IN PLAN. SEAL: 8. HELICAL PILES SHALL BE INSTALLED AT THE MINIMUM DEPTH OF 42 FEET UNLE55 THE TORQUE HAS BEEN ACHIEVED AT A 5HALLOWER DEPTH. q. THE CAPACITY OF THE HELICAL SYSTEM 15 A FUNCTION OF MANY ELEMENTS, INGLUDIN6 THE GAP BRACKET, PIER SHAFT, HELICAL PLATE, BEARIN6 STRATA AS WELL A5 THE QUALITY OF PIER INSTALLATION. A 10. THE GAP PLATE SHALL BE WELDED TO THE HELICAL PILE SHAFT TO DEVELOP THE RATED DESIGN TENSION LOADS. FILE �&*��� r rHCSL PLANS AND ALL PRCPOSt:D ARE SUBJECT TO ANY COF!,gEC;'OtdS It REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN'OFiD R TO COMPLY WITH ALL A>^PL}N ORD1XE CO O MICHA'EL A. LUE, P.E. FLORIDA REG. #47520 SHEET NO: Siiiiiiii;8 OF H SHEET gC7 l— ©Cody RECEIVED JAN 3 0 2018 ST. LuCle County, Pernnunp OCCUPIED FAX ID# 1431-211-0000-000/5 ADJACENT PROPERTY OWNER: ASHLY ENTERPRISES EXISTING USE: TYPE 4100 UNDISCOVERED ZONING: IL 6' HIGH CHAIN LINK FENCE 1.4' WEST OF PROPERTY LINE OCCUPIED 'AX ID# 1431-213-0001-000/8 ADJACENT PROPERTY OWNER: RE -BUS, LLC EXISTING USE: TYPE 4600 HEAVY EQUIPMENT SRVC ZONING: IL SET 5/8" IR&C STAMPED LB 4286 FOUND 4"x4" CM UNNUMBERED (0.08'W & 0.67'N) I ;I -- 2W S89051'31 "E 25' LANDSCAPE BUFFER e PHASE I LOADING DOCKS & RECEIVING AREA WELL (TYP) DIRT ROAD SITE PLAN SCALE 1 "=150'-0" r SEE CIVIL ENGINEERING FOR ALL DETAILS. IN CASE OF CONFLICTS, ENGINEERING PREVAILS (66R/W) 1334.00' SWALE TOP. TREE PROPOSED 26' TO REMAIN WIDEt- 1334.00' ASPHALT ACCESS AN DRIVE 30' x 850' (25,500 SF) COVERED MULTI -PURPOSE (PHASE 1) UNOCCUPIED TAX ID# 1431-120-0000-000/6 EXISTING EDGE PROPOSED TOP OF WATER OF BANK. —� (60' R/W) 2 3 4 Tr,, 6 T T T,,,o 3 1 3 I I I 3 GEL BOOTH I ` I I SOFT I SKIN AND O `I WALL CURE BOOTHS I MOLD 9fORAG£ I KCAL I I I I 1 I I N"s fi J E - < I I I I I t I^ SOFT, E !/NES L 1T7W �WALL I I I ` _• 3� U3 TANK n) O O I I MECHANICAL I I I I I I I . I ELX/iPMENT O HIGH CHAIN LINK FENCE ANDERS PROPERTY LINE 11 12 1: 117_� I BULK AND CURE TYPICAL I I I PROPOSED EDGE OF WATER Existing 9.68 ac Lake EXISTING PAVEMENT O EXISTING 30'x6O' BUILDING WITH CONC. PAD AND E I METAL ROOF TO BE STAGING REMOVED DURING PHASE I A Q EXISTING PAVEMENT CR w PROPOSED TOP OF BANK. - EXISTING EDGE OF WATER EXISTING TOP OF BANK. '-PROPOSED TOP OF BANK. 1333.99" SOUTH UNE OF THE WORTHWEST 1/4. OF THE NORTHEAST 1/4, OF SECTION 31 OCCUPIED TAX ID# 1431-112-0001-000/8 850'-0" v BD 0 0 on ADJACENT PROPERTY OWNER: BETKOR, LLC EXISTING USE: TYPE 4300 TRUSS MANUFACTURING ZONING: IL TION VALVE FOUND 4"x4" CM UNNUMBERED (0.37'W & 0.14'N) UNOCCUPIED TAX ID# 1431-140-0000-000/8 • e e PROJECT DATA BUILDING CODE INFORMATION BUILDING CODE 2017 FLORIDA BUILDING CODE (6 edition) PLUMBING CODE 2017 FLORIDA PLUMBING CODE (6 edition) ELECTRICAL CODE 2014 FLORIDA ELECTRICAL CODE (5 edition) ENERGY CLUE 2017 FLORIDA ENERGY CODE (6 edition) MECHANICAL CODE 2017 FLORIDA MECHANICAL CODE (6 EDITION) BARRIER CODE AMERICANS WITH DISABILITIES ACT 2017 FLORIDA ACCESSIBILITY CODE (6 edition) FIRE CODE 2014 FLORIDA 5 edition) ( NFPA AND 100 L SAFETY (5 EDITION) CONSTRUCTION TYPE TYPE IB USE GROUP: F-1-MAUNFACTURINGE 122: 10066,,22�5p0 FEET pPp�H�pAp��SEE EXTETRIOR WORK AREA SSQQ�UAARRE 22,500 SWAREEFEEEETT TOTAL BUILDING 235,000 SQUARE FEET ACTUAL BLDG HEIGHT: 1 STORY OCCUPANT LOADS: TABLE 1004.1.2 F-1-MANUFACTURIN 1/1 SF: 235,000.0 SF. 100=2350 PEOPLE 1175 MEN / 1175 W FIRE SUPPRESION: FULLY SPRINKLERED EXT. WALL FIRE RATING: 0 HORS TABLE 600 FIRE RATINGS TABLE 600 INTERIOR BEARING WALLS. NONCOMBUSTIBLE OCCUPANCY SEPARATION WALLS 2 HORS (TABLE 704.1) REDUCED i HR. (FULLY SPRINKLERED) COLUMNS: NONCOMBUSTIBLE STRUCTURAL MEMBERS: NONCOMBUSTIBLE FLOOR CONSTRUCTION: NONCOMBUSTIBLE ROOF CONSTRUCTION: NONCOMBUSTIBLE EXTERIOR WALLS NONCOMBUSTIBLE MEANS OF EGRESS - CHAPTER 10 EGRESS WIDTH: TABLE 1004 LEVEL 0.2'/OCCUPANT REQUIRED/PROMDED EGRESS WIDTHS: LEVEL 51' REQUIRED / 118r PROVIDED TRAVEL DISTANCE F-1—MANUFACTURING — 250 FEET — TABLE 1016.2 DEAD END CORRIDOR: 50 FEET — TABLE 1018.4 NOTE 2 repaired plumbing 6zWm 175 MEN / 1175 WOMEN Pants we low am dmliAlm tub/Moser fa�mttaain other male female male I female f-1 BOAT Mill FAG 1/100 1/100 1/100 recl. 12 12 12 12 ---- 3 1 pmided PLUS 6 7 13 --- 3 1 •r�cr,¢er orerurn sins mlll mac IYPARm1FNT m All nW Tril FTS Alln LAVATARIFC AS PRn _ SCHEDULE OF DRAWINGS SHEET # DESCRIPTION ARCHITECTURAL A-1/6 SITE AND FLOOR PLAN A-2/6 DETAILED FLOOR PLANS A.C. AREA A-3/6 EXTERIOR ELEVATIONS AND SCHEDULES A-4/6 EXTERIOR ELEVATIONS A-5/6 WALL SECTION A-6/6 WALL SECTION ENGINEERING PRIME PROJECT PROFESSIONALS CIVIL KNIGHT MCGUIRE AND ASSOCIATES 80 ROYAL PALM POINT, #401 VERO BEACH FLORIDA 32960 CONTACT SCOTT MCGUIRE 772-569-5505 STRUCTURAL M.L. ENGINEERING, INC. 2030 37 AVE, VERO BEACH, FLORIDA, CONTACT MIKE LUE 772-569-1257 T NC,k,c & RAr ZAP ;` 6VS R=RESURJE'CTNOALL PROP 8 CO I AY/BF 6CF1 1) EC RC 4 4C PI �PLy{ylr" AUAfy , OA4cft O S? k'c O6'a' 14 15 7 Tra 18lp-mc 202111711I1la 11323311 0 & c Q ID Q I I Ic IDUNK POOL O HULL PULL GRINDING REPAIR 1 d 2 AREA I TFINAL CURB, SEE EN ERRINGB007H I SUB AND DE MG AREA LIDS AND RIG EA AND qC AREA CONCRETE DU POOL RF7H 2) TWO 7ON LS® O MATING SWTH RNECK PULL(3)LNRALS iLi®IIAND CURE I I I ]FLIP I I I I 1 1 �1 Ti `J nD - E fi 4) Small Pa tl$ Lamo h I I I I I I I IN I I I I PONE 6 RRm I I I II I � Q SS LINES 4CAL I — F I 1 I I i I I I I I I I I I I I I I I I I I I i L Q v I I I CU I I I 1 3 Janitor women 1 I 0 1 I CU I 10 I I 10 130 I 1O I I 1O I ®I 0 TDOOR BREAK REA ElectricalBreak Ra+a+ 1 OJ7DOOR BREA AREA Men Dafa— ITJ 153'-0" SEE SHEET A-2 FOR FLOOR AND LEE SAFETY PLAN N DETAILED WEW SCALE 3/321)=1'-0" V1 Feeeq • Ooeee,eil O r l O v ��U V l ^ CIS 03 4-j �;I. 10 Cal _� " Q Fq 4.4 ZU u r—i G W �i.� ��S U 0> �1 nn.,. 1� O lid V Q ca 0- lr1L V iL O O U- m 1J t u Lu JU } lu � ul 7 0 REVISIONS: t F� I COPYRIGHT: THIS DRAWING AND THE DESIGNS SHOWN THEREON ARE TIME PROPERTY OF BRET NER 4 ASSOCIATES, ARCWITECTURE, INC. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF BRENNER 4 ASSOCIATES, ARCFHTECTURm, INC. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION DATE: COMM. NO: 1/26/18 XXX DRAWN BY: CHECKED BY: J.M.B. J.M.B. Al OF 6 ON w � N O U oU, ON IT Zw >cis 0 ~ � `n � N w 1L kn _z M OL z � t� 73 t- u _a � � o o ,L co z LL Li _u REVISIONS: !V COPYRIGPT: THIS DRAWING AND THE DESIGNS SHOWN THEREON AM THE PROPERTY OF BRE NNER 4 ASSOCIATES, ARCHITECTURE, INC. THE faEPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF BRENNER 4 ASSOCIATES, ARCHITECTURE, MC. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DATE: COMM. NO: 1/2(o/18 xxx DRAWN BY: CHECKED BY: J.M.B. J.M.B. A 2 OF 6 to a 0 0 N a w z 5 a N fV (56 LA O ,-i OD e) N Z-o r rd 14 J LU W S U 1n 0 z a U) z E~ LU w O W w M ch c 0 Cz S a z Ce O bJ U Q O m Y w rn STUCCO, SMOOTH, PAINT. FOAM CELL INSULATION, ICYNENE OR EQUAL, TYPICAL AT A.C. EXTERIOR WALLS. CAULK SILL ALUM. WINDOW FRAME ON 1"x3" �— PT. ANCHORED TO CONC. BLK. WALL W/ 1/4" TAPCON SCREWS 'O (MIN 3" LONG) SEE ENGINEERING �— CAULK SCCO FINISH ON CONC. BLK L1 WINDOW JAMB DETAIL SCALE 3/4' = 1'-0" STUCCO, SMOOTH, PAINT. FOAM CELL INSULATION, ICYNENE OR EQUAL, TYPICAL AT A.C. EXTERIOR WALLS. CAULK STEEL DPPR JAMB ANCHOR �— TO CONC. BLK. W/ 1/4" TAPCON SCREWS ( MIN. 4" O LONG AT 12" OC.) door with STEEL Jamb. W/ 1 1/2- PAIR OF BUTT HINGES CAULK STUCCO FINISH ON CONC. BLK. DOOR JAMB DETAIL SCALE 3/4" = 1'-G" finish schedule: "F-1" occu one - fully s rinklered wall floor base ceiling flame spread index MENS TOILET ROOM epoxy paint to 5'-0"/STUCCO EPDXY/CONC. tie accousticol c MENS LAV. ROOM epoxy paint to 5'-0'/STUCC0 EPDXY/CONC. the accoustical c women toilet room epoxy paint to 5-0"/STUCCO EPDXY/CONC, tie accoustical c WOMENS LAV. ROOM epoxy paint to 5'-O"/STUCCO EPDXY/CONC. tie accoustical c BREAK ROOM epoxy paint to 5'-0'/STUCCO EPDXY/CONC. the accoustical c JANITORIAL ELECTRICAL epoxy paint to 5-O"/STUCCO STUCCO, PAINT EPDXY/CONC. CONCRETE. the the accoustical accoustical c c ATA STUCCO, PAINT CONCRETE. the accoustical c ALL STUCCO, PAINT EPDXY/CONC. the occoustical c 16 17 18 19 20 I I I I I I I I I I MASONRY CONTAINMENT WALL AROUND RESIN TANK, SEE ENGINEERING AND SHOP DRAWINGS DOOR SCHEDULE y room SIZE MATERIAL TYPE CORE FINISH HARDWARE LOCK LABEL JAMB REMARKS Of Q V E v 'S 510 02 UN eu~i OY y L N az O V T qq m r. o e E m rc F �� z m`J m 0 m o a ar o R qq a pin m�mwm 3 u 'm' i✓i o _ ' ° o �ti z �� ea- p� o�B G.1i t ew 3m c m 5av<i 50 "moo '� �d'< z ~Sc 'p P 'u •c H o o N zX a.. a< -m NY a mom 9 cE s a� E 3 �a �� �s F-g n.x s w c 1O metal building roll up dr. 12'-0" 12'-0" • • •1 t 1 • stem IMPACT RATED Q metal building roll up dr. 20'-0' 20'-0" • • • • steel IMPACT RATED Q metal building plant egress dr. 3'-0" 7'-0" 1-3/4" • • • • • • • • • • steel IMPACT RATED ® metal building plant egress dr. (2)-3'-0" 7'-0" 1-3/4" • • • • • • • • • • steel IMPACT RATED SO meta bulldleg plant egrwn STOREFRONT ar. (2)-3'-0' 7'-0- 1-3/4" • • • • • • ALUMINUM IMPACT RATED Q INTERIOR HM DOOR 3'-D" 7'-0" 1-3/4" • 1• • • • • • stow INTERIOR HM DOOR 3'-0" 7'-0" 1-3/4" • • • • • 1 140 1 • • steel © INTERIOR HM DOOR (2)3'-0- 7'-0- 1-3/4" • • 1 • 1 1 1 1 • 1• • • • steel 0 EXTERIOR HM DOOR (2)3'-0" 7'-0' 1-3/4" • • • • • • • • • steel IMPACT RATED Q metal building plant egress dr. (2)-3'-0" 7'-0' 1-3/4" • • • • • • • • • • nave: an soar'uaa, manes+ alms aunn uances enan comply wnn n.T.p.a. rvi secaon 0.1.1.a.,.a all door locks shall comply with chapter 11 FBC. 12'-0" } thresholds: locatbn al exterior doors �� mate ld aluminum max height Jg 3-0" f 6-4"--t CD (VO I CLEAR /ICLE IMPACTs0 METAL, CD METAL, ao I PAINT. I PAINT. I TYPICAL STOREFRONT WINDOWS METAL BUILDING ROLLUP DOOR, IMPACT RATED INTERIOR EXTERIOR EXTERIOR STOREFRONT HOLLOW METAL HOLLOW METAL DOORS, IMPACT RATED DOOR. IMPACT DOOR, IMPACT 2X4 ACCOUSTICAL LAY IN CEILING PAINTED STUCCO EPDXY WALL to 5'-0" off. 36" MN. TYP. PREFAB TOILET PARTITIONS bath elevation EQUIPMENT SCHEDULE Qj TOILET PAPER DISPENSER Q 42" MIN. HC. GRAB BAR Q 36" HC. GRAB BAR ® 18" x 30" MIRROR 21 22 23 24 25 26 27 28 29 30 31 32 33 34 I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I I _3=' 6 a a_ ENTRY DOORS 1 2 3 4 5 6 7 8 I I I I I I I I I I I I I I I I I STUCCO ON MASONRY ROLL WALLS, TYPICAL 11: if} 9 �� 1 � 9 f� THESS PLANS AND ALL PROPOSED WOP,t( ARE SUBJECT TO ANY CORREc"10NS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDeR TO COMPLY WITH ALL APPUCARLE COVES. SCALE: 1 /4" = 1 PARTIAL SOUTH ELEVATION SCALE 1 /161'=11-0" 0 1-3 (a CL � 1-3 v U IL O O LL C z Y\ , LL U � U } W `(W (L UlW 1� I-- LL R� V I S I ONS: COPYRIGHT: THIS DRAWING AND THE DESIGNS SHOWN THEREON ARE THE PROPERTY OF E1IRENER 4 ASSOCIATES, ARCHITECTURE, INC. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF EIRENNER 4 ASSOCIATES, ARC4ITECT1.11I INC. IS PROHIBITED AND ANY INR INGEh1ENT WILL BE SUBJECT TO LEGAL ACTION DATE: COMM. NO: 1/26118 XXX DRAWN BY: CHECKED BY: J-M.B" J.M.S. A3 OF 6 LL _Z Q i3 OL Z � 73 j--LL � _Q 0 LL Lli _U W } w OL w O �- LL REVISIONS- COPYRIGHT - THIS DRAWINGS AND THE DESIGNS SHOWN THEREON AIRE THE PROPERTY OF BRENNER t ASSOCIATES, ARCHITECTURE, INC. THE I;eEPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF BRENNER 4 ASSOCIATES, A10CHIT£CTUR£, INC. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DATE: COMM. NO: 1/26/IS xxx DRAWN BY: CHECKED BY: J.M.B. J.M.B. A 4 OF 6