Loading...
HomeMy WebLinkAbout611 Trestle Pt 18-871 (A) NEW COMMERCE CENTERCOUNTY QP SEMINOLE; IMPACT FEE STATEMENT BUILDING APPLICATION 4: 18 - DATE: March 01, 2018 BUILDING G PP. CA��ION #: 18-10000183 BUILDING PERMIT NUMBER: 18-10000183 UNIT ADDRESS: TRESTLE P`L` 611. 21-19-30'5SW-0000-0120 TRAFFIC ZQNE:022 JURISDICTION:' SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL SEC: TWP: RNG: SUE': PARCEL: PERSONS ARE ALSO ADVISED TFIAT ANY RIGH'T'S OF THE APPLICANT OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACTFEES SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER ]?NAME:. SANFORD FL, 32771; 407-665-7356. ADDRESS BUILDING DEPARTMENT APPLICANT NAME, D L ,FOX ,PROPERTIES LP SANFORD, FL 32771 ADDRESS: 1740 BE 16Th ST #k901 OCALA FL 34471 LAND USE: WAREHOUSE/OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: NEW WAREHOUSE a OFFICE --------------------------------------------------------------- FEE BENEFIT RATE UNIT CALL UNIT ............ TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Office < 100K Square Feet 1,545.00 .228 1000gsft 352,26 ROALS-COLLECTORS CO -WIDE ORD Office < 100K Square Feet .00 .000 1000H3ft .00 ROADS-ARTERIALSCO-WIDE ORD Warehousing* 358.00 7,737 1000gsft 2,769.34 ROADS -COLLECTORS CO -WIDE ORD Warehousing* .00 .000 1000gsft FIRE: RESCUE N/A. .00 LIBRARY N/A 00 SCHOOLS N/A 00 PARKS N/A .00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOUNT DUE 3,122;00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED TFIAT ANY RIGH'T'S OF THE APPLICANT OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACTFEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS' OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE, 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE NOTES TO CONTRACTOR: 1. THIS IS A BUILDER'S SET OF DRAWINGS PREPARED TO A LEVEL OF COMPLETION SATISFACTORY FOR BUILDING PERMIT PURPOSES AND CODE COMPLIANCE. THESE PLANS ARE ADEQUATE FOR CONSTRUCTION BY A !LICENSED KNOWLEDGEABLE AND EXPERIENCED CONTRACTOR FAMILIAR WITH THIS TYPE OF CONSTRUCTION AND THE 2014 FLORIDA BUILDING CODE, 5TH EDITION. 2• THE GENERAL CONTRACTOR AND HIS SUB CONTRACTORS SHALL CAREFULLY STUDY AND COMPARE CONSTRUCTION DOCUMENTS FURNISHED BY THE ENGINEER AND THE OWNER PRIOR TO START OF CONSTRUCTION. ANY ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED DURING PLAN REVIEW OR CONSTRUCTION SHALL BE REPORTED TO THE DESIGN PROFESSIONAL IMMEDIATELY. ANY FAILURE TO REPORT SUCH DISCOVERIES SHALL BE THE CONTRACTOR'S LIABILITY. 3. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH ALL APPLICABLE GOVERNING MUNICIPAL AND REGULATORY AGENCIES, CODES AND REQUIREMENTS. IT SHALL BE UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK. 4. IN THE EVENT THAT THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION WITHHOLDS ITS APPROVAL FOR ANY CAUSE, THE CONTRACTOR SHALL IMMEDIATELY INFORM DESIGNER AND OR ENGINEER OF THE SITUATION ALONG WITH CORRECTIVE ACTION TO BE TAKEN APPLICABLE ODES - 2017 6th ed. FLORIDA BUILDING CODE (BUILDING) - 2017 6th ed. FLORIDA BUILDING CODE (PLUMBING) 2017 6th ed. FLORIDA BUILDING CODE (MECHANICAL) - 2017 6th ed. FLORIDA BUILDING CODE (ACCESSIBILITY) - 2017 6th ed. FLORIDA BUILDING CODE (ENERGY CONSERVATION) - 2017 6th ed'FLORIDA FIRE PREVENTION CODE -2014 NATIONAL ELECTRICAL CODE - ALL APPLICABLE STATE, FEDERAL AND LOCAL CODES & ORDINANCES WILL APPLY INDEX OF DRAWINGS BUILDING.PLANS - - TS 1 TITLE SHEET A-1 2 FOUNDATION PLAN A-2 3 FLOOR & LIFE SAFETY PLAN A-3 4 ELEVATIONS MECH-1 5 ELECTRIC & PLUMBING PLAN MECH-2 6 HVAC PLAN DESIGN CRITERA CONSTRUCTION TYPE: TYPE II B, UNPROTECTED, NON FIRE_ SPRINKLED SINGLE STORY BUILDING NON COMBUSTIBLE CONSTRUCTION BUILDING HEIGHT: 20' FRONT SAVE HEIGHT, 17'-6" REAR EAVE HEIGHT MIXED OCCUPANCY CLASS: BUSINESS (B) & STORAGE (S-2) OCCUPANCY LOAD: (ONE TENANT) BUSINESS -100 GROSS S.F./ PERSON 1,025/100 '' 10 PEOPLE WAREHOUSE- 300 GROSS S.F./ PERSON '6,940/300 23 PEOPLE OCCUPANCY LOAD 33 , PEOPLE UTILITY COMPANIES SANITARY SEWER: CITY OF SANFORD WATER DISTRIBUTION: CITY OF SANFORD ELECTRICAL POWER: FLORIDA POWER & LIGHT TELEPHONE: CENTURY LINK CABLE: SPECTRUM SOLID WASTE: WASTE PRO GAS: FLORIDA PUBLIC UTILITIES C3Lo1lC_ _-QIVI 191 rr. D SHALL 0 CONSCRUET).0 NUT AS A PEr�N11T UE WITHWORLrER pR SET LIGI 5h TU PRUGEED r CAN EL, A r 2_ix,IJCAL AUTI•jURIi"{ "CQ VIULATCc C r CHE jr V ., ASIDE AN`! OF CHE PFIQ jjF UNC PERMIT PRcVEidT � THEREAFTER ,t TALL ISSUANCE OF THE E;UILDING OFFICIAL FROM RE6UIRli iC` A CURRECCIUN jiU�ISFUFTHIS FCUDE CUiVSTRUCTIUN UR IIUI t� WIND LOAD NOTE THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 139 M.P.H.(Vult) WIND LOAD REQUIREMENTS OF CHPT.16 OF THE 2017 FLORIDA BUILDING CODE, 6TH ED. PARCEL LD. # 21 -19-30-5SW-0000-120 OWNER: DANIEL FOX DL FOX PROPERTIES, LP 4 1740 SE 18TH STREET OCALA, FL. 34471 TELEPHONE (352) 620-2004 FAX (352) 620-2049 E-MAIL: danfox@dlfoxproperties.com PROJECT MANAGER: JHR CONSULTANTS, INC. 312 FOREST AVE ALTAMONTE SPRINGS, FLORIDA 32701 TELEPHONE: (407) 262-9176 FAX: (407) 262-9170 E-MAIL: jackreynolds@embargmail.com CONTACT: JACK REYNOLDS ENGINEER: RC ENGINEERING, LLC. 2381 CREST RIDGE COURT SANFORD, FL 32771 TELEPHONE: 407-474-9181 FAX: 407328-5397 E-MAIL: rick@rcengineering.cc CONTACT: RICK CASTILLO WOOD KNOT CONSTRUCTION COMPANY 1191 STANLEY STREET LONGWOOD, FL 32750 TELEPHONE (407) 212-5321 FAX (407) 831-6981 E-MAIL greg.edebohls@gmail.com CONTACT: GREG EDEBOHLS oSA'NFORD S-/ PERMIT # _ , 7 / - - r ®sea��et'sorasa vi,o C A S -rl 0 525/9 °•,i w .� STA E 10,'F FEB 4 ZOiS 'Jp Ciy• ERMOCRATES E..G'ASTILLO, P.E. DATE FL. REG. # 52590 DATE: 11/01/17 SHEET NAME: TS SHEET: 1 OF 6 E V O c9 m F- F E W cV a v Q Z N � n.. o co � Ica F— W 111 h ram 0 a o o Z!, U u-< J 0ZLL ry U N ~ W d -� M d F- u W0 } It T W 1— Q CI Q N CO tl Lu W ( J Z O r-_ w w w Pt1 F— n— w/ I� 0+ W ��-0 ULL U) DATE: 11/01/17 SHEET NAME: TS SHEET: 1 OF 6 E V O c9 m F- F E Z cV a v Q Z N � n.. o co � F— W 111 h ram 0 a o o Z!, U u-< J 0ZLL ry Z N ~ W d -� M d F- u W0 DATE: 11/01/17 SHEET NAME: TS SHEET: 1 OF 6 OPAQUE GATES W/ (6) HINGES, LATCH AND GATE STOP HARDWARE I/---_....___......-- -� L✓(2) GATE STOPS W/916"0x3" HOLD RS SET IN SLAB 12' OUTSIDE DIMENSION r------- ------------------------ —� e ® ® r 2 " ()6 S TL. BOLLARDS 6" FIBERMESH CONC. SLAB (3000 PSI) ,7)VERT. FILL CELLS i LINTEL COURSE W/(1)#5 CONT. #5 VERT. STEEL L-1—A5 W/CONC. SEE PLAN VIEW FOR LOCATION 8x8x16 CMU CMU TO MATCH BUILDING EXTERIOR 5 REBAR W/8" HOOK 0" LAP 6" FIBE MESH CON 3000 PSI) I_I 2-#5 "PONT.'�o J I I. mi' -III—III-. -I I I- 6" FIBERMESH CONCRETE SLAB (3000 PSI)-1I=1II-- 12' CMU DUMPSTER ENCLOSURE #5 DOWEL W/8" HOOK 8' 0/C MIN. 30" LAP (MIN.) STEEL MAIN FRAME COL. BY OTHERS r r f3/4"x16" ANCHOR BOLTS 5" FIBERMESH CONC. SLAB F 3000 PSI � u 2'-o" + �., LII -III 111`111- 6 MIL. 12" °. ° ^.. iiillliiiiiillhiillliii� vISQUEEN 41 MINIII . I 1=1 I 4 ° 11 I I I I I I L III -1 I I- 5'--0" SQUARE 5'x5 x2' FOOOTER COMPACTED 2500 PSF. FILL W/(5) #5s EACH WAY 3" MIN. COVER #5 DOWEL W/8" HOOK 8' O/C MIN. 30" LAP (MIN.) 5" FIBERMESH CONC. SLAB (3000 PSI) d a i n 1-=I I 1=1 I I _.I I I ----I _ I_6 MIL. VI QUEEN 16" 16"x20" FOOTER W/(2) #5s CONT. 3" MIN. COVER COMPACTED FILL (2500 PSF) FILL CELL W/ (1)#5 VERTICAL r -PREFORMED GASKET �FILL CELL W/ (1)#5 VERTICAL 11x8"x16" CMU CONTROL LINTEL STEEL GOES-` VERTICAL ® CONTROL JOIN CONTROL JOINT DETAIL WIND LOAD NOTE THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 139 M.P.H.(Vult) WIND LOAD REQUIREMENTS OF CHPT.16 OF THE 2017 FLORIDA BUILDING CODE, 6th ED. .��GENS Y 0 2590 x 3� ,a TATE OF r5 oil 9 ERMOCRATES E. CASTILLO, P.E. FEB 1 4 2018 DATE >I-INI-i- w ' M U #5 DOWEL W/8" HOOK Z i O (nJ D t- M(MIN.) 0 30"OLAP ¢AVN w q STEEL ENDWALL COL. BY OTHERS U o°a- ANCHOR BOLTS Q I— LL W f f3/4"x16" 5" FIBERMESH CONC. SLAB f Lill -4 (3000 PSI) ® 1— I� n_W 2'-0» p Q GRADE O v < �coU) LL W MIN 4 0 a p 4 iEd J cD �' _I I 1-4'-O"SQUARE 4'x4'x2' FOOOTER W/(4) #5s EACH WAY COMPACTED 2500 PSF. FILL 3" MIN. COVER (—B -' TYPICAL END WALL FOOT! N #5 DOWEL W/8" HOOK 8' O/C MIN. 30" LAP (MIN.) 5" FIBERMESH CONC. SLAB (3000 PSI) d a i n 1-=I I 1=1 I I _.I I I ----I _ I_6 MIL. VI QUEEN 16" 16"x20" FOOTER W/(2) #5s CONT. 3" MIN. COVER COMPACTED FILL (2500 PSF) FILL CELL W/ (1)#5 VERTICAL r -PREFORMED GASKET �FILL CELL W/ (1)#5 VERTICAL 11x8"x16" CMU CONTROL LINTEL STEEL GOES-` VERTICAL ® CONTROL JOIN CONTROL JOINT DETAIL WIND LOAD NOTE THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 139 M.P.H.(Vult) WIND LOAD REQUIREMENTS OF CHPT.16 OF THE 2017 FLORIDA BUILDING CODE, 6th ED. .��GENS Y 0 2590 x 3� ,a TATE OF r5 oil 9 ERMOCRATES E. CASTILLO, P.E. FEB 1 4 2018 DATE >I-INI-i- DESIGNED: JHR REVIEWED BY: RC SCALE: 3/16"=1' DATE: 11/01/17 SHEET NAME: A" I SHEET: 2 OF 6 w M U U) Z i O (nJ D t- LL rn 0 ¢AVN w q uz0 U o°a- LL NH-�Q Q I— LL W Lill -4 _ ® 1— I� n_W Lu F® O v < �coU) LL W C�! cD DESIGNED: JHR REVIEWED BY: RC SCALE: 3/16"=1' DATE: 11/01/17 SHEET NAME: A" I SHEET: 2 OF 6 � Eo M U ato Z i O (nJ � t- LL rn vi ¢AVN � Lu 6i ti � q uz0 U o°a- LL NH-�Q Q I— LL W DESIGNED: JHR REVIEWED BY: RC SCALE: 3/16"=1' DATE: 11/01/17 SHEET NAME: A" I SHEET: 2 OF 6 3070 *CLEAR SPACE CAN OVERLAP. LAVATORY CAN NOT ENCROACH INTO WATER CLOSET CLEAR SPACE -0" —7'-2" 30 60"x56" *CLEAR, FLOOR I ,30"x48" MIN. SPACE FOR *C EAR 19" WATER CLOSET SPARI CE FOR I LAVATORYCE I L-4 10 * FIXED GLASS I x 6" PLUMBING WALL ENLONGATED TOLIET SEAT GRAB BAR AT BAQK WALL PAPER TOWEL- DISPENSOR MIRROR- . INSULATION --- 12" t42" MIN. I o� GRAB BAR AT SIDE WALL MIN. X17" MIN* TO WALL LAVATORY CLEARANCE HANDICAP BATHROOM 0 0 J Q Fw-- � z OD 0 00U-LLI O O o I— z LL 0 0 1/21 12- METAL ROOF DECK ON PURLINS �M1\NW R-30 INSULATION AGAINST „ METAL RO F PANELS ATTACH "C" CHANNEL TOP - PLATE TO PURLINS W/ 8" GIRTSr 5' 0/C ##8 SELF TAPPING SCREWS j --WIRES ATTACHED TO ROOF PURLINS TO SUPPORT TILE CEILING GRID I I 1/2" DRYWALL - TO ROOF DECK I iI THIS SIDE ONLY R-10 INSULATION AGAINST j R---131 INSULATION METAL WALL PANELS 1 f • ;LINTEL COURSE W/(1)##5 CONT. OR PRECAST HEADER W/(1)##5 PROP. NON BEARING 3-5/8" 25ga. MTL. STUD WALL 16 0/C —6" W/ 1/2" DRYWALL --4-13 IN WALLS "C" CHANNEL BOTTOM PLATE ATTACH TO SLAB W/1" PINS. 32" 0/C (TYP) CONC. SLAB PROP. 3-5/8", 20 GA.- MTL. A.MTL. STUDS 16" 0/C, 20 GA. W/ 1/2" DRYW, R-13 IN WALLS LIFE SAFETY NOTES 1. INSTALL EMERGENCY LIGHTING TO PROVIDE A MINIMUM ONE FOOT CANDLE FLOOR ILLUMINATION. EMERGENCY LIGHTING SYSTEM SHALL BE SO ARRANGED AS TO PROVIDE THE REQUIRED ILLUMINATION AUTOMATICALLY IN THE EVENT OF ANY INTERRUPTION OF NORMAL LIGHTING SUCH AS ANY FAILURE OF PUBLIC UTILTIY OR OTHER OUTSIDE ELECTRICAL POWER SUPPLY, OPENING OF A CIRCUIT BREAKER OR FUSE OR ANY MANUAL ACT, INCLUDING ACCIDENT. A FIRE INSPECTION SHALL WITNESS AN OPERATIONAL TEST ON THE EMERGENCY LIGHTING PRIOR TO FINAL BUILDING APPROVAL 2. LOCKING DEVICES ON REQUIRED EXIT DOORS SHALL NOT REQUIRE THE USE OF A KEY FROM INSIDE THE BUILDING. 3. PROVIDE FIRE EXTINGUISHERS HAVING A MINIMUM RATING OF 2A1 OBC FOR EVERY 3,000 S.F. EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHERS SHALL NOT BE MORE THAN 5 H. ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" FROM THE FLOOR. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. 4. ALL REQUIRED EXITS AND WAY OF TRAVEL TO THE EXITS, LEADING TO THE OUTSIDE OF BUILDING, SHALL BE CONTINUOUSLY MAINTAINED AND FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY. LIFE SAFETY EXIT & TRAVEL DISTANCE # OF EXITS REQUIRED (OFFICE) 1 TOTAL # OF EXITS PROVIDED (OFFICE) 1 # OF EXITS REQUIRED (WAREHOUSE) 2 TOTAL # OF EXITS PROVIDED 2 W A7. OFFICE 7R-APECDISTANCE T 200' ACTUAL TRAVEL DISTANCE TO EXIT FROM FURTHEST POINT 65' MAX. WAREHOUSE (S-2) TRAVEL DISTANCE TO EXIT 309 ACTUAL TRAVEL DISTANCE TO EXIT FROM FURTHEST POINT 150' MINIMUM CORRIDOR WIDTH 44" (36" UNDER 50 PEOPLE) LEGEND Q) ABC FIRE EXTINGUISHER (HANGING) EMERGENCY LIGHT W/ BATTERY BACKUP EXIT EXIT & EMERGENCY LIGHT W/ BATTERY BACKUP EXIT EXIT LIGHT W/ DIRECTIONAL ARROW & BATTERY BACKUP -10' TRAVEL DISTANCE & DIRECTION WALL LEGEND INTERIOR MTL. FRAMED WALL NON BEARING ® N CMU EXTERIOR WALLS u MI Mr3l Lj33 DI0R3 WINDOW SCHEDULE 17" QTY. WINDOW TYPE MIN. REMARKS 19" 10 * FIXED GLASS MAX. *INCLUDES ALUM. FRAME L-4 10 * FIXED GLASS 18"x62" x L-5 0 _c N rry * FIXED GLASS 18"x30" ME ® 2 Tmin6"max jT, SPOUT HEIGHT AND KNEE CLEARANCE SIC DRINKING FOUNTAIN QTY. DOOR TYPE SIZE 0 0 J Q Fw-- � z OD 0 00U-LLI O O o I— z LL 0 0 1/21 12- METAL ROOF DECK ON PURLINS �M1\NW R-30 INSULATION AGAINST „ METAL RO F PANELS ATTACH "C" CHANNEL TOP - PLATE TO PURLINS W/ 8" GIRTSr 5' 0/C ##8 SELF TAPPING SCREWS j --WIRES ATTACHED TO ROOF PURLINS TO SUPPORT TILE CEILING GRID I I 1/2" DRYWALL - TO ROOF DECK I iI THIS SIDE ONLY R-10 INSULATION AGAINST j R---131 INSULATION METAL WALL PANELS 1 f • ;LINTEL COURSE W/(1)##5 CONT. OR PRECAST HEADER W/(1)##5 PROP. NON BEARING 3-5/8" 25ga. MTL. STUD WALL 16 0/C —6" W/ 1/2" DRYWALL --4-13 IN WALLS "C" CHANNEL BOTTOM PLATE ATTACH TO SLAB W/1" PINS. 32" 0/C (TYP) CONC. SLAB PROP. 3-5/8", 20 GA.- MTL. A.MTL. STUDS 16" 0/C, 20 GA. W/ 1/2" DRYW, R-13 IN WALLS LIFE SAFETY NOTES 1. INSTALL EMERGENCY LIGHTING TO PROVIDE A MINIMUM ONE FOOT CANDLE FLOOR ILLUMINATION. EMERGENCY LIGHTING SYSTEM SHALL BE SO ARRANGED AS TO PROVIDE THE REQUIRED ILLUMINATION AUTOMATICALLY IN THE EVENT OF ANY INTERRUPTION OF NORMAL LIGHTING SUCH AS ANY FAILURE OF PUBLIC UTILTIY OR OTHER OUTSIDE ELECTRICAL POWER SUPPLY, OPENING OF A CIRCUIT BREAKER OR FUSE OR ANY MANUAL ACT, INCLUDING ACCIDENT. A FIRE INSPECTION SHALL WITNESS AN OPERATIONAL TEST ON THE EMERGENCY LIGHTING PRIOR TO FINAL BUILDING APPROVAL 2. LOCKING DEVICES ON REQUIRED EXIT DOORS SHALL NOT REQUIRE THE USE OF A KEY FROM INSIDE THE BUILDING. 3. PROVIDE FIRE EXTINGUISHERS HAVING A MINIMUM RATING OF 2A1 OBC FOR EVERY 3,000 S.F. EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHERS SHALL NOT BE MORE THAN 5 H. ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" FROM THE FLOOR. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. 4. ALL REQUIRED EXITS AND WAY OF TRAVEL TO THE EXITS, LEADING TO THE OUTSIDE OF BUILDING, SHALL BE CONTINUOUSLY MAINTAINED AND FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY. LIFE SAFETY EXIT & TRAVEL DISTANCE # OF EXITS REQUIRED (OFFICE) 1 TOTAL # OF EXITS PROVIDED (OFFICE) 1 # OF EXITS REQUIRED (WAREHOUSE) 2 TOTAL # OF EXITS PROVIDED 2 W A7. OFFICE 7R-APECDISTANCE T 200' ACTUAL TRAVEL DISTANCE TO EXIT FROM FURTHEST POINT 65' MAX. WAREHOUSE (S-2) TRAVEL DISTANCE TO EXIT 309 ACTUAL TRAVEL DISTANCE TO EXIT FROM FURTHEST POINT 150' MINIMUM CORRIDOR WIDTH 44" (36" UNDER 50 PEOPLE) LEGEND Q) ABC FIRE EXTINGUISHER (HANGING) EMERGENCY LIGHT W/ BATTERY BACKUP EXIT EXIT & EMERGENCY LIGHT W/ BATTERY BACKUP EXIT EXIT LIGHT W/ DIRECTIONAL ARROW & BATTERY BACKUP -10' TRAVEL DISTANCE & DIRECTION WALL LEGEND INTERIOR MTL. FRAMED WALL NON BEARING ® N CMU EXTERIOR WALLS u MI Mr3l Lj33 DI0R3 WINDOW SCHEDULE SYMBOL QTY. WINDOW TYPE SIZE REMARKS [� 10 * FIXED GLASS 18"x22" *INCLUDES ALUM. FRAME L-4 10 * FIXED GLASS 18"x62" *INCLUDES ALUM. FRAME L-5 0 22 * FIXED GLASS 18"x30" *INCLUDES ALUM. FRAME ® 2 * FIXED GLASS 48"x60" *INCLUDES ALUM. FRAME DOOR AND HARDWARE SCHEDULE SYMBOL QTY. DOOR TYPE SIZE HARDWARE �� I STORE FRONT GLASS DOOR IN ALUM. FRAME 3'x7' GRAB BAR/ DEAD - BOLT & CLOSER CoB 6 SOLID CORE WOOD W/ STEEL FRAME 3'xT LEVER/ LOCKSET THUMB OR KEY C) 4 STEEL DOOR W/ STEEL FRAME 3'x7' LEVER/ LOCKSET CJ 1 WOOD SOLID STEEL FRAME 32'kT S THUMB OR KEY W 2 ROLL UP OVERHEAD DOOR 12'x14' SLIDE BAR DINT 10 rem 4,--0" rg Ina LC I u. w 8" X 8" PRECAST HEADER IN LINTEL CURSE LINTEL ID CLEAR LINTEL SPAN LENGTH LINTEL TYPE GRAVITY LINTEL STEEL TOP LINTEL STEEL CAPACITY WIRE / BAR BOTTOM BAR 1)#5 8X8 PRECAST L-4 T-0" 4'-4" PRECAST (2) D4.5 WIRE (2) No. 3 10000 I L-5 4'-0" 51'"4" PRECAST (2) D4.5 WIRE (2) No. 3 10000 w DINT 10 rem 4,--0" rg Ina LC I �e®ttaraao,9 � CAS T/4� ,,�.• �.'GENg' ro. ry Vo 5x590 WIND LOAD NOTE ���; °TA ` �`. `�' FEB 14 ZU1� THIS STRUCTURE HAS BEEN DESIGNED TO ' ° ��,a°~ MEET OR EXCEED THE 139 M.P.H.(Vult) WIND LOAD REQUIREMENTS OF CHPT.16 OF THE 2017 FLORIDA BUILDING CODE, 6th ED. ERMOCRATES E. CASTILLO, P.E. DATE T 0 m S V o z 0 E 0� L T E z N O 0Q 0 J lAj cY h N o n Co v 10 Ems-- W5 U O w o cn U 02 LLJ Q 2 =7 c Q F- u,: til DESIGNED: JHR REVIEWED BY: RC SCALE: 3/16"=1' DATE: 11/01/17 SHEET NAME: A-2 SHEET: 3 OF 6 w 0 I w w U)0- 0 t(9 W L� _j _j ILL w cY ® ® �LL W co to W W 0 0 �e®ttaraao,9 � CAS T/4� ,,�.• �.'GENg' ro. ry Vo 5x590 WIND LOAD NOTE ���; °TA ` �`. `�' FEB 14 ZU1� THIS STRUCTURE HAS BEEN DESIGNED TO ' ° ��,a°~ MEET OR EXCEED THE 139 M.P.H.(Vult) WIND LOAD REQUIREMENTS OF CHPT.16 OF THE 2017 FLORIDA BUILDING CODE, 6th ED. ERMOCRATES E. CASTILLO, P.E. DATE T 0 m S V o z 0 E 0� L T E z N O 0Q 0 J lAj cY h N o n Co v 10 Ems-- W5 U O w o cn U 02 LLJ Q 2 =7 c Q F- u,: til DESIGNED: JHR REVIEWED BY: RC SCALE: 3/16"=1' DATE: 11/01/17 SHEET NAME: A-2 SHEET: 3 OF 6 17 0 N N O NORTH ELEVATION FACING PARKING LOT PARAPET BEYOND BY MTL. BLDG. MANUFAC. 2'_6" —2" EXTERIOR INSULATION BD. (min) #8 SELF TAPPING SCREWS W/LARGE WASHERS 12" O/C, ALL DIRECTIONS AND 6" 0/C ALONG EDGES EIFS SYSTEM FACE OF BOTH CMU AND METAL SIDING EIFS AND BESON SAME PLANE HALL MATCH R " GA. METAL PANELS INSTALL PER DRYVIT SPECS R" PANELEL REVERSED I _ 32 WIDE x 8" TALL METAL AWNING, GIRTJ� STEEL WELD PLATES AND SUPPORT STRUTS BY OTHERS. DESIGNER TO *ATTACH BLOCKING TO REVIEW SHOP DRAWINGS TO ENSURE PURLINS AND MAIN FRAME PROPER ATTACHMENT TO BUILDING *ATTACH ENT METHOD 70 BE ll REVIEWED IAND DESIGNED ONC AWNING SHOP DRAWINGS ITH Q MEN w EFIS SYSTEM 4"x4" BASE D ANGLE LLr E SEAMS (TYP) 1-1/2" WIDE 1 /4"x3" RED 15'-0" 3/4' DEEP (M N) 17'-6" HEAD 4' 0/C b wood m U TYPICAL SPACING p� T -� 5? Q F-- W GALVANIZED MAIN FRAME 0 PAINTED FLASHING 'co Z ,._, J ILL CL 22" 22" PAINTED BAND N7-_. 20'- w c 0 W [— x- < rn�C!) o _ If/ -- i SYSTEM Q0 i �Iu AND METAL SIDING EIFS SYSTEMS SHALL MATCH N AND BE ON SAME PLANE r INSTALL PER I RYVIT SPECS Nu N N �IV WALL SECTION AND EXTERIOR FINISHING DETAIL PARAPET BEYOND BY MTL. BLDG. MANUFAC. 2'_6" —2" EXTERIOR INSULATION BD. (min) #8 SELF TAPPING SCREWS W/LARGE WASHERS 12" O/C, ALL DIRECTIONS AND 6" 0/C ALONG EDGES EIFS SYSTEM FACE OF BOTH CMU AND METAL SIDING EIFS AND BESON SAME PLANE HALL MATCH R " GA. METAL PANELS INSTALL PER DRYVIT SPECS R" PANELEL REVERSED I _ 32 WIDE x 8" TALL METAL AWNING, GIRTJ� STEEL WELD PLATES AND SUPPORT STRUTS BY OTHERS. DESIGNER TO *ATTACH BLOCKING TO REVIEW SHOP DRAWINGS TO ENSURE PURLINS AND MAIN FRAME PROPER ATTACHMENT TO BUILDING *ATTACH ENT METHOD 70 BE ll REVIEWED IAND DESIGNED ONC AWNING SHOP DRAWINGS ITH Q SOUTH ELEVATION FACING LOCOMOTIVE WAY Y M A, %.# I L®L - Lam... V/ \ 1 1 \J 1 V FACING TRESTLE POINT 0" 20 , rol Dol EAST ELEVATION_ '®999iliSll! IN J6 9 0 •••� WIND LOAD NOTE y:.A• sT-� O THIS STRUCTURE HAS BEEN DESIGNED TO H °O �.•� �� MEET OR EXCEED THE 139 M.P.H.(Vult) WIND LOAD REQUIREMENTS OF CHPT.16 OF THE 1017 FLORIDA BUILDING CODE, 6th ED. ERMOCRATES aC 16ASTI LL0, P.E. FEB 1 4 2010 DATE v� z Lu O U MEN w N t� O 4"x4" BASE D ANGLE LLr E 1-1/2" WIDE 1 /4"x3" RED 3 3/4' DEEP (M N) 17'-6" HEAD 4' 0/C b wood m U T :j OQw p� T -� 5? Q F-- W GALVANIZED MAIN FRAME 0 PAINTED FLASHING 'co Z ,._, J ILL CL U), Lw epi 0 w c 0 W [— x- < rn�C!) o _ = %.,:---EIFS SYSTEM Q0 FACE OF BOTH CMU AND METAL SIDING EIFS SYSTEMS SHALL MATCH AND BE ON SAME PLANE r INSTALL PER I RYVIT SPECS / N N / WALL SECTION AND EXTERIOR FINISHING DETAIL SOUTH ELEVATION FACING LOCOMOTIVE WAY Y M A, %.# I L®L - Lam... V/ \ 1 1 \J 1 V FACING TRESTLE POINT 0" 20 , rol Dol EAST ELEVATION_ '®999iliSll! IN J6 9 0 •••� WIND LOAD NOTE y:.A• sT-� O THIS STRUCTURE HAS BEEN DESIGNED TO H °O �.•� �� MEET OR EXCEED THE 139 M.P.H.(Vult) WIND LOAD REQUIREMENTS OF CHPT.16 OF THE 1017 FLORIDA BUILDING CODE, 6th ED. ERMOCRATES aC 16ASTI LL0, P.E. FEB 1 4 2010 DATE v� z Lu O U DATA: 11/01/17 SHEET NAME: A-3 SHEET: 4 OF 6 MEN w N t� O D LLr E 0 3 z w wood m U T :j OQw p� T -� 5? Q F-- W DATA: 11/01/17 SHEET NAME: A-3 SHEET: 4 OF 6 w N t� O D LLr E 0 3 z w wood m U T :j OQw p� T -� 5? Q F-- W 0 '0 'co Z J ILL CL U), Lw epi w w c 0 W [— x- < rn�C!) w Q0 DATA: 11/01/17 SHEET NAME: A-3 SHEET: 4 OF 6 r O E N t� O O(o LLr E �C z wood m U T :j OQw p� T -� 5? Q F-- W DATA: 11/01/17 SHEET NAME: A-3 SHEET: 4 OF 6 1...--- _-.- - - - - - - - - - - - - ----------------------------------------------_•..__. �---------------------............---_-..... ..___.------------............. --. --------------....__-__---...,_...__- ---••-•_--------I REFLECTIVE CEILING NOTES: 1) ALL CEILING TILE ARE 2'x2' UNLESS NOTED OTHERWISE 2) NOTED DIMENSIONS SHALL BE FIELD MEASURED AND VERIFIED BEFORE CUTTING TILE AND HANGING GRID 1 .7„ 7 i i 7" 71'-0 14 .. J 7" 17"- 14' 14' 6 w �I It, T r3" 1 T' 14'1 1 4 BAY "A" PANEL SCHEDULE (SURFACE MOUNT 208/12OV( 3 I)H/4W/200 AMP) SIEMANS TYPE "EQ" 10,000 A.I.C. INTEGRATED CIRM BKR POLES TRIP GND. WIRE COND DESCRIPTION LOAD CALCS AMPS DESCRIPTION COND GND' WIRE TRIP POLES BKR CIR.# 1 20 1 8 12 MC LIGHTING (OFFICE) 2.0 2.0 LIGHTING WAREHOUSE MC 12 8 1 20 2 3 20 1 8 12 MC LIGHTING (OFFICE) 2.0 2.0 LIGHTING WAREHOUSE MC 12 8 1 20 4 5 20 1 8 12 MC RE EP ICALS 2.0 2.0 (WAREHOUSE) LIGHTING MC 12 8 1 20 6 7 20 1 $ 12 MC REGOFFICE LS 2.0 2.0 (WAREHOUSE) MC 12 8 l 20 g 9 20 1 12 12 MC WATER COOLER 1.5 2.0 KLCLVIICALS (WAREHOUSE) MC 12 8 1 20 10 11 20 1 12 12 MC BLDG. WALL PACKS 1.5 1.5 RECEPTICAL (CONVENIENT) MC 12 8 1 20 12 13 20 1 12 12 MC RE EPTICALS BREAK ROOM 1.5 1.5 SPRINKLER TIMER MC 12 8 1 20 14 15 SPARE SPARE 16 17 40 3 8 10 3/4 AHU5 4.CU 2 CU 3/4 10 8 3 30 18 19 40 3 8 10 3/4 AHU 3/4 10 8 3 30 1 20 TOTAL CONNECTED LOAD 17.0 + 15.5 = 32.5 (1000)/ 208v = 157 AMPS 18x18 WIRE WAY TROUGH N3R 013 \..� F. FROM TO BAY FUTURE METER TRANSFORMER (3) 2.5" CONDUIT WITH 4/0 ALUM. W/#6 GROUND G B METER BASE, 200 AMP, 3 PH © 200 A 3 PH. FUSIBLE DISCONNECT D 2.5" CONDUIT CHASE TO EACH BAY Q (2) 3.5' CONDUITS W/(4) -500 MCM ALUM. PER CONDUIT W/ THHN 75C INSULATION ao QF .,l /0 cu TO NEUTRAL AND GROUND. BLOCK ''IN WIRE WAY y © (2) 5/8" x 8' GROUND RODS 0 MAIN SERVICE SIZING .< O;;A ` (1) METER AT 200,.AMP, = 200 AMPS TOTAL LOAD = 200 AMPS (80%) =,160 AMPS �`�� ELECTRIC RISER PLUMBING FIXTURE CALCULATIONS OCCUPANCY LOAD FOR ENTIRE BLDG. BUSINESS: 1,000 SF/ 100 1,025 s.f.. = 10 PEOPLE WAREHOUSE: 300 GROSS S.F.. 6,940/300 = 23 PEOPLE OCCUPANCY LOAD = 33 PEOPLE PER TABLE 2902.1 OCCUPANY B (1) WATER CLOSET & LAVATORY PER SEX PER FIRST 25 PEOPLE, (1) SEVICE SINK AND (1) DRINKING FOUNTAIN OCCUPANY S-2 (1) WATER CLOSET & LAVATORY PER 100 PEOPLE, (1) SEVICE SINK AND (1) DRINKING FOUNTAIN PER 1000 PEOPLE PROVIDED PLUMBING FIXTURES (1) WATER CLOSET AND (1) LAVATORY PER. SEX (1) SERVICE SINK AND (1) DRINKING FOUNTAIN (TOTAL OCCUPANTS) GENERAL ELECTRIC NOTES w 1. ELECTRICAL CONTRACTOR AND GENERAL CONTRACTOR SHALL ENSURE THERE IS AMPLE POWER 8, FIELD COORDINATE EXACT ELECTRICAL CONNECTION POINTS TO EQUIPMENT PRIOR TO ROUGH IN AND CORRECT PHASING FROM EXISTING TRANSFORMERS PRIOR TO DOING ANY ELECTRICAL WORK OF ELECTRICAL COMPONENTS 2. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND 9, THE CONTRACTOR SHALL PROVIDE ALL CHANNEL AND ANGLE SUPPORTING SYSTEMS, HANGERS, COMPLETE OPERATIONS OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND ANCHORS, SLEEVES, BRACKETS, FABRICATED ITEMS, AND HARDWARE AS REQUIRED TO PROVIDE DESCRIPTION ITEM 3. LABOR FOR THE INSULATION OF MATERIALS AND EQUIPMENT FURNISHED UNDER THE ELECTRIC REMARKS FLOURESCENT LIGHT 01 "p PROPER TRADE AND ALL WORKMANSHIP SHALL BE FIRST CLASS AND SHALL BE INCOMPLIANCE (4)FLUORESCENT 40w EA. LED CAN LIGHT LOCATION OF OUTLETS, EQUIPMENT, AND THE CIRCUIT ARRANGEMENT OF THE REQUIRED 75 WATT WALL PACK 8 ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION W/ LIGHT SHEILD EXIT LIGHT W/ EMERGENCY LIGHTSi ON THE DRAWINGS, COORDINATE CONDUIT RUNS WITH OTHER TRADES. SIMPLIFY INSTALLATION 5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING BATTERY BACK UP EMERGENCY LIGHTS THE SCOPE OF THESE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, BENDS, AND OBSTRUCTIONS. NATIONAL ELECTRIC CODE, 2011, NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION. BATTERY BACK UP EXHAUST FAN �✓ INSTITUTE, UNDERWRITERS LABORATORIES, AND ALL LOCAL CODES AND ORDINANCES. TO EXT. BLDG. 50 CFM DUPLEX OUTLET PROVIDE AN EQUAL RATING. 6. THE CONTRACT SHALL OBTAIN AND FURNISH ALL PERMITS, AND ARRANGE FOR ALL REQUIRED 120 VOLTS GFI OUTLET �� W 120 VOLTS WALL SWITCH (2 -WAY) 3 SWITHCH LOCATIONS, PANEL BOARDS, CONDUITS AND OTHER WORK. FIELD VERIFY ALL DIMENSIONS 3 POLE WALL SWITCH (1 -WAY) SINGLE POLE N LONG 6 BULB LED WAREHOUSE ONLY CAT 5 OUTLET OWNER TO LOCATE SINGLE OUTLET 220 VOLTS PLUMBING FIXTURE CALCULATIONS OCCUPANCY LOAD FOR ENTIRE BLDG. BUSINESS: 1,000 SF/ 100 1,025 s.f.. = 10 PEOPLE WAREHOUSE: 300 GROSS S.F.. 6,940/300 = 23 PEOPLE OCCUPANCY LOAD = 33 PEOPLE PER TABLE 2902.1 OCCUPANY B (1) WATER CLOSET & LAVATORY PER SEX PER FIRST 25 PEOPLE, (1) SEVICE SINK AND (1) DRINKING FOUNTAIN OCCUPANY S-2 (1) WATER CLOSET & LAVATORY PER 100 PEOPLE, (1) SEVICE SINK AND (1) DRINKING FOUNTAIN PER 1000 PEOPLE PROVIDED PLUMBING FIXTURES (1) WATER CLOSET AND (1) LAVATORY PER. SEX (1) SERVICE SINK AND (1) DRINKING FOUNTAIN (TOTAL OCCUPANTS) GENERAL ELECTRIC NOTES w 1. ELECTRICAL CONTRACTOR AND GENERAL CONTRACTOR SHALL ENSURE THERE IS AMPLE POWER 8, FIELD COORDINATE EXACT ELECTRICAL CONNECTION POINTS TO EQUIPMENT PRIOR TO ROUGH IN AND CORRECT PHASING FROM EXISTING TRANSFORMERS PRIOR TO DOING ANY ELECTRICAL WORK OF ELECTRICAL COMPONENTS 2. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND 9, THE CONTRACTOR SHALL PROVIDE ALL CHANNEL AND ANGLE SUPPORTING SYSTEMS, HANGERS, COMPLETE OPERATIONS OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND ANCHORS, SLEEVES, BRACKETS, FABRICATED ITEMS, AND HARDWARE AS REQUIRED TO PROVIDE TO COMPLY WITH ALL APPLICABLE CODES & REGULATIONS SECURE SUPPORT, PER N.E.C. FOR ALL ELECTRICAL COMPONENTS 3. LABOR FOR THE INSULATION OF MATERIALS AND EQUIPMENT FURNISHED UNDER THE ELECTRIC 10. IT IS THE INTENT OF THESE DRAWINGS TO CALL FOR FINISHED WORK, TESTED & READY FOR OPERATION CONTRACTOR'S SCOPE Or WORK SHALL BE PERFORMED BY EXPERIENCED MECHANIS OF THE 01 "p PROPER TRADE AND ALL WORKMANSHIP SHALL BE FIRST CLASS AND SHALL BE INCOMPLIANCE H. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND INDICATE THE GENERAL WITH THE SPECIFIC CONTRACT DRAWINGS LOCATION OF OUTLETS, EQUIPMENT, AND THE CIRCUIT ARRANGEMENT OF THE REQUIRED WIRING. ALTHOUGH THE DRAWINGS DO NOT NECESSARILY INDICATE THE ACTUAL ROUTES OF 4. ALL DESCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER/ CONDUITS, WHERE INDICATED, THEY SHALL BE FOLLOWED AS CLOSELY AS PROPER COORDINATION ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION WITH THE WORK OF OTHER TRADES AND SPACES PERMIT. WHERE CONDUIT RUNS ARE NOT SHOWN 0 ON THE DRAWINGS, COORDINATE CONDUIT RUNS WITH OTHER TRADES. SIMPLIFY INSTALLATION 5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING WHERE EVER POSSIBLE, BUT SUBJECT APPROVAL BY DESIGNER AND OR OWNER. IT IS NOT WITHIN CODES AND STANDARDS: 2014 FLORIDA BUILDING CODE, 5TH ED., NATIONAL FIRE ASSOCIATION, THE SCOPE OF THESE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, BENDS, AND OBSTRUCTIONS. NATIONAL ELECTRIC CODE, 2011, NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION. THE DRAWINGS ARE NOT INTENDED TO BE SCALED REFER TO WRITTEN DIMENSIONS. NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION, AMERICAN NATIONAL STANDARDS W w INSTITUTE, UNDERWRITERS LABORATORIES, AND ALL LOCAL CODES AND ORDINANCES. 12. SEAL ALL PENETRATIONS OF FIRE RATED WALLS WITH U.L. APPROVED FIRESTOPPING MATERIAL TO � LL PROVIDE AN EQUAL RATING. 6. THE CONTRACT SHALL OBTAIN AND FURNISH ALL PERMITS, AND ARRANGE FOR ALL REQUIRED INSPECTIONS 13. PROVIDE ALL LABOR, MATERIALS,EQUIPMENT, AND TOOLS TO PREFORM ALL WORK NECESSARY FOR W THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS 7. THE CONTRACT DRAWINGS INDICATE THE GENERAL ARRANGEMENTS OF CIRCUITS AND OUTLETS, SWITHCH LOCATIONS, PANEL BOARDS, CONDUITS AND OTHER WORK. FIELD VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. BURIED ELECTRIC CONDUIT � FUTURE PANEL DISCONNECT AFTER DETER BANK DISCONNECT A/C COMP �2" VTR rLAV 4/W WFUTILITY SINK " C. 0. 1 TO SANITARY SEWER SYSTE ' PLACE 1" PVC WATER LINE IN SAME TRENCH W/SANITARY LINE PLUMBING RISER pe,pppl9l17!/���, `NA>s CA S T// / }, � �� ENSU• �.�� v 5 5A0 ^j• ;TA E OF FEB 14 2018 6�'�r.Alj T p l Ay pp®9�n ERMOCRATES E. CASTILLO, P.E. DATE r z w O 0 SHEET NAME: MECH-1 SHEET: 5 OF 6 w M U U) (0 Z D A O O E rL 77 Q 01 "p W w Q? F- N O n Z cgh-z a U p wLXo0� xLi 0 2E pG 04 A®.. c O w IL ciQI.-u-W W w 0 w � LL W 0 W w w SHEET NAME: MECH-1 SHEET: 5 OF 6 r N p M U (� (0 Z a. L /�~• vJ O E C9cQU Q 01 "p _i w Q? F- N O QUcV Z cgh-z a U p wLXo0� xLi 0 2E pG LL<W od -=7 ciQI.-u-W SHEET NAME: MECH-1 SHEET: 5 OF 6 GENERAL HVAC NOTES (COMPLIANCE W/2014 F B"CN. 1. THE PLANS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS SPECIFICALLY NOT MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT THEMSELVES WITH THE MECHANICAL PLANS. 2, ALL NEW DUCT WORK SHALL BE 1-1/2" ANTIMICROBIAL FIBERGLASS DUCTBOARD. OUTSIDE AIR AND EXHAUST DUCTWORK SHALL BE SEALED GALVANIZED STEEL. STEEL SUPPLY AND OUTSIDE AIR DUCTWORK SHALL BE EXTERNALLY INSULATED W/NO LESS THEN R-6 FIBERGLASS. ALL INSULATION AND DUCTBOARD JOINTS SHALL BE MECHANICALLY FASTENED AND SEALED TO 100% CLOSURE. JOINTS AND INSULATION SHALL BE SEALED W/GLASS FAB AND MASTIC, DUCT SIZES SHOWN ARE MIN. INSIDE DIMENSIONS. ALL FLEXABLE DUCTWORK SHALL BE CONSTRUCTED UNDER SMACNA STANDARDS, WITH INTEGRAL VAPOR BARRIER AND MIN. R-4.2 INSULATION. ALL DUCTWORK, MASTICS, AND OTHER RELATED ITEMS SHALL HAVE A MAX. FLAME SPEAD EQUAL TO 25 AND A MIN. SMOKE EQUAL TO 50 DEVELOPED RATINGS. INSULATION MUST MEET ALL THE CRITERIA AS PRESCRIBED IN 604.1 THRU 604.13. 3. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NFPA 90A AND 90B. ALL DUCTWORK SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA. 4. ALL REGISTERS, GRILLES & DIFFUSERS MUST BE TESTED IN ACCORDANCE WITH ASTM E 84, AND VOLUME DAMPERS OR OTHER MEANS OF SUPPLY AIR ADJUSTMENT SHALL BE PROVIDED IN DUCTS OR AT EACH INDIVIDUAL REGISTER, GRILLE OR DIFFUSER. 5. AIR HANDLERS (OVER 2000 CFM) SHALL HAVE A SMOKE DETECTOR INSTALLED IN THE SUPPLY. F.B.C.M. 2014 CHAPTER 6, SEC. 606.2.1. WHEN TWO AIR HANDLERS SHARE A COMMON SUPPLY OR RETURN "AIR DUCT OR "PLEMUN" AND THE TOTAL CFM'S ARE GREATER THAN 2000, A SMOKE DETECTOR SHALL BE INSTALLED IN THE SUPPLY AND RETURN AS PER F.B.C.M. 2014 SEC. 606.2.3 AND BE IN ACCORDANCE W/NFPA 72 SMOKE DETECTOR TEST STATIONS SHALL HAVE A TROUBLE INDICATOR LIGHT, INUNDATING ANY AIR DUCT TROUBLE PER NFPA 90A 2014, CHPT 6. NOTE: A "PLEMUN" CAN NOT BE USED AS AN OCCUPANCY SPACE OR STORAGE AREAS. AS PER NFPA-90A, SEC. 4.3.10.1.1 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO F.B.C.M. 2014 CHAPTER 6. 7. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. ALL OUTDOOR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN VENTILATION NOT OPERATING. F.E.C.C. 2014, SEC, 403.5 8. ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF METAL AND COMPLY WITH F.B.C.M. 2014 CHAPTER 5, SEC. 501.4 9. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE. OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. 10. ALL EXHAUSTED BATHROOMS, CLOSETS & STORAGE ROOMS SHALL HAVE UNDER CUT DOORS OR A METHOD FOR MAKE UP AIR TO BE RETURNED EQUAL TO THE AMOUNT OF CFM'S EXHAUSTED. F.B.C.M. 2014 CHAPTER 6, SEC. 601.4 11. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL. CONDENSATE SHALL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREA AS TO CAUSE A NUISANCE. MUST TERMINATE A MIN. OF 18" FROM EXT. WALL CONDENSATE DRAIN LINE SHALL NOT BE LESS THAN 3/4 INCH DIAMETER AND SHALL NOT DECREASE IN SIZE. 2014 F.B.C.M. CHPT. 3, SEC.307 PER AUTHORITY OVER JURISDICTION CONDENSATE DRAIN MAY DRAIN TO A STORM SYSTEM, UTILITY SINK, OR SEWER BY APPROVED MEANS. ALL HORIZONTAL PRIMARY DRAIN LINE WITHIN UNCONDITIONAL AREA SHALL BE INSPECTED PER FBCM 2014 CHPT. 3, SEC.307 AUXILIARY DRAIN PAN OR SECONDARY DRAIN LINE MAY BE REQUIRED WHERE DAMAGE TO ANY BUILDING MAY RESULT FROM OVERFLOW OR STOPPAGE. AUXILLARY DRAIN PAN MUST HAVE A MIN. DEPTH OF 1:5" AND BE A MIN, 3" LARGER THAN UNIT OR COIL AND HAVE SEPARATE DRAIN LINE. AN AUX. PAN W/O SEPARATE DRAIN LINES SHALL BE EQUIPPED WITH WATER LEVEL DETECTION DEVICE FOR SHUT OFF PRIOR TO OVERFLOW. ALTERNATIVE TO SEPARATE DRAIN LINE: A WATER LEVEL DETECTION DEVICE THAT WILL SHUT EQUIPMENT PRIOR TO OVERFLOW OF PAN WATER LEVEL DETECTION DEVICE SHALL CONNECT TO DRAIN PAN AT A HIGHER LEVEL THAN THE PRIMARY DRAIN CONNECTION CONDENSATE DRAIN LINE CAN BE STRAPPED WITH 2" NYLON STRAP AND SUPPORTED EVERY 10' VERTICAL AND 3' HORIZONTAL 12. REFRIGERANT PIPING FOR REFRIGERANT LINES SHALL BE INSULATED TO A THERMAL RESISTIVELY OF AT LEAST R=4HR. SUCTION LINE MUST BE INSULATED IN ACCORDANCE WITH ASTM E96. AS PER THE F.B.C.R. 2014 CHAPTER 3, SEC. 307 13. ALL AIR DISTRIBUTION COMPONETS WILL BE INSTALLED 1N ACCORDANCE TO 2014 FLORIDA BUILDING AND MECHANICAL CODES. 14, IF HVAC EQUIPMENT OTHER THAN SPECIFIED BY DESIGNER IS SUBSTITUTED, IT'S CAPABILITIES OF BTU HEAT REMOVAL MUST BE EQUAL TO THE EQUIPMENT SPECIFIED BY THE HVAC DESIGNER. THE HVAC DESIGNER WILL NOT BE RESPONSIBLE FOR ANY OTHER SYSTEMS NOT INSTALLED ACCORDING TO THESE PLANS. 15. PROVIDE TRANSITION AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS CONNECTED. 16. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH REFLECTIVE CEILING PLAN EQUIPMENT SCHEDULE UNIT TONS MIN. REQ'D CAP COND.ENT.EVAP CFM VOLTS BATHROOM EF -1(2) TOT.MBH HTG, KW DB •F WB •F C.F.M. SEER MANUFACTURER MODEL NO. 1 4.0 46.0 1 8 E0 67 1533 ® .73 SHR NORMAL SPEED 14.0 CARRIER OR EQV. CH14NB048 FAN SCHEDULE SPACE I FAN# MFG/MODEL TYPE CFM VOLTS BATHROOM EF -1(2) NUTONE or Eqv. CEILING EXH. 50 120 OUTSIDE AIR CALCULATION AMU SQ. FT. AREA CFM/PRSN + CFM/FT2 1 1OIA. CFM 1 1024 5.0 X 6 + .06 X 1024 1 88 AIR BALANCE SCHEDULE AHU 1 OUTSIDE AIR INTAKE CFM +88 SUPPLY AIR CFM +1533 RETURN AIR CFM -1445 EXHAUST CFM -100 TOTAL BUILDING PRESSURE "0" CFM LEGEND ®SUPPLY DIFFUSERS ® RETURN AIR DIFFUSER 0 THERMOSTAT SUPPLY & RETURN FLEX DUCT RIDGID DUCT CEILING EXHAUST FAN DETAIL ROOF CURB FLAT ROOF CAP ROOF CEILING/ROOF FLASHING ! MIN. EXH. DUCT FRAMING EXHAUST FAN EXHAUST DUCT J� �-CEILING CEILING GRILLE GRILLE SUPPORTS 5 ft. MAX. DISTANCE TYPICAL SPIN -IN FITTING / OR TAP COLLAR APPROVED HANGER WIRE DRAW BAND FOR INTERIOR LINER MIN. R-6, 1 1 2" FIBERGLASS DUCT -------� OR FLEX IN ATTIC OR UNCOND. SPACE APPROVED HANGER WIRE MIN. R-6. 1 1 /2" INSULATED FLEX SUPPORTS 5 ft. MAX. DISTANCE IN ATTIC OR UNCOND. SPACE HANGER CHANNELL 1.5" WIDE (min:) I)jEIG& DUCT MU K SUPP981 DUAL DUCT LINK TYPICAL DIFFUSER SEE GENERAL HVAC NOTE #2 7 FOR 100% CLOSURES AND INSTALLATIONS IN NO CASE MATERIAL SUPPORTING FLEX DUCT THAT IS IN DIRECT CONTACT W IT MUST BE LESS THAN 1-4" WIDE EXTERIOR LINER SEAL SHALL FASTEN TO DUCT TRUNK AS PER 2010 FLORIDA MECHANICAL CODE SECTION 603 DUCT SUPPORT INTREVALS NONMETALLIC DUCTS HORIZONTAL DUCT - 5FT. VERTICAL DUCT -- 6FT. ALL DUCT SHALL BE TESTED IN ACCORDANCE WITH UL 181 DUCTS MUCH BE IN COMPLIANCE WITH CHAPTER 6, 2014 F.B.C.M. SEC. 603 ALL DUCT SHALL BE LISTED AND -LABELED AS CLASS 0 OR CLASS 1 ALL DUCT SHALL BE A MIN OF R-6 INSULATION IN UNCQNDITION AREAS TYPICAL DUCT SUPPORT AND BRANCH CONNECTIONS VERTICAL FLOW AIR HANDLING UNIT SEE GENERAL HVAC NOTES. CONDITION AREA ATTIC OR UNCONDITIONED AREA ALL SUPPLY AND RETURNS MUST BE MIN. R-6, 1 1/2" FIBERGLASS DUCT OR FLEX IN ATTIC OR UNCOND. SPACE IN CONDITION SPACE MIN. R-4, 1 INCH. RETURN ROOF AIR �? Sy/pPL y AIR a SUPPLY LL U) >l� I- 0 LL WALL CAP SEE GENERAL HVAC NOTESBIRD SMOKE DETECTOR FOR A/H'SOVER 200 M/' AS PER F.B.C.M. SEC. 606 & NFPA 90> 4 C? 114w. r it co 00 U) INTERIOR WALLt� cro a EXTERIOR WALL REFRIGERANT LINES TO CONDEN51NG CONDENSATE LINE PUMP TO OUTSIDE RN AIR Q c;x ?" RM CUP "NOTE: 4 CLIPS PER CONDENSING UNIT". 1" X 1.-1/4" 14 GAUGE METAL r 2 EACH 3/16" X 3/8" SHEET METAL. O� 4_I/g• AIR CONDITIONING SCREWS IN THE SLOTTED HOLES ON RM CLIP m 1 EACH 1/4" X 1 3/4" LONG TAPCON I CONCRETE CONCRETE SCREW SLAB RM CUP 1- 1/4' INTO 5/16" METAL E CONDENSING UNIT DIA, 4" CONCRETE SLAB RM CLIPS ARE 0-90 RATED FOR CORRISION/WIND RESISTANCE, ASCE 7--98, 150 MPH WINDS CONDENSING UNIT MOUNTING DETAIL EXT. BUILGING WALL AUTOMATIC WATER SENSOR SWITCH 1" PVC CONDENSATE PIPE FROM A.H.U. TURNED ELBOW rBOVE GRADE GR SS AREA CONDENSATE DISPOSAL THIS HVAC PLAN AS DESIGNED IS IN COMPLIANCE W/2017 FDC 6TH ED. MECHANICAL fVo 52 190 _C� STATEAN ERMOCRATES E. CASTILLO, P.E. FEB 1 4 7018 m w a DESIGNED: JHR REVIEWED BY: RC SCALE: 3/16"=1 DATE: 11/01/17 SHEET NAME: M DATE C H -2 SHEET: 6 OF 6 w U) 0 7: '' Lu1 -j LL U) >l� I- 0 LL r z r it co 00 U) cro DESIGNED: JHR REVIEWED BY: RC SCALE: 3/16"=1 DATE: 11/01/17 SHEET NAME: M DATE C H -2 SHEET: 6 OF 6 i1 ) N "CJI. �.,.� C7 dl (:J U: lid Uum, 0JCf: U)LL 1. 3 Ff)LJC)0- - QLT fit. ()) i U)) C 1• . (J Li, p C)UJ L1.1 X UCr1F- 1) (r) _ J O (� u._1-5LL1~'i� UJJJ U J x U i For Customer Service issues; Y RELEASE HISTORY COMPONENT AND This certification covers paws IP1^T fabricated and delivered by the FA DESIGN LOADING BUILDING SPECIFICATIONS parts such -as doors, windows, CONTRACTOR RE5PON5161LITIE5 foundation design and erection of r the building. Sealed drawings do This structure is designed utilizing the loads. indicated and applied iy the not constitute an. agmment that the a� 5,90 ft signed engineer Is acting as the engineer of record for the overall FBC 17 - 6TH EgITION T ddi system 5hown on th%e dravirgs has been designed and detailed for the: loads and conditions` stipulated by the letter of certification, t�rawmgs. The, contractor. must, secure all r irrA approvals and permits for this project from the appropriate agencies in full compliance with all applicable local and state laws and regulations, �n r h � Erne Flt. a d �m It is the contractor's responsibility to confirm that these loads compl with the In accordance with the Sec. 4.4.1 the latest edition of.the AISC Cade of Standard Practice and the MDMA Cam Industry Practices, on approval of these draings,axl calculations (if 2a 2a re4irements of the local building department. Any alterations to this building system, removal of any of its components or pats, modification of the intended end-use, modifications in cladding opplicchlc) wnstitutcs on oqrmm it that the MBM has correctly interpreted the rer;yirormts of the contract building drawing 5pecificatias and all otfrr contractual reggirernants, CONST. -Q) Q.� or arty other deviations from the original conditions for.which the building -system was designed may be dame only with the written approval of a PERMIT Specific Loads: See structural calculations and foundation reactions, registered architect and/ora registered professional engineer, ars applicable. The metal building manufacturer (MBM) will assume no responsibility In acoord4nce with Sec, 3.3 of latest edition of the AISC Code of Standard Practice, where discrgmles exist between these drawings and the drawings. provided by tie other trades, such a II Building Risk 9 �9o'Y for any of the change -5 mentioned above if performed without prior written approval by the MBM. as architectural, electrical, plunbi , and others, these drawings provided by the MBM shall govcm. C 6 2 psf Dead Load This building system has, been designed per the MBM's standard design aid manufacturing practices, the governing building code, wind theapplicable The contractor. is responsible for he erection of the entire building system and all associated work pertaining thereto h occardance with the MBM's'For Construction' drawings. Drawings not u.►. C) . 20 psf Roof Live Loand editions of the building code referenced AISC, AISI, ASCE, •md AWS,standards, this building system has also been designed in accordaa with all marked 'For Constriction' sholl.nit be used in the erection of the MBM's building system. Yes Live !bad Reduction Allowed? applicable provisions of the latest, edition of MBMA Metal Building Systems Manual. In applications including structural steel deck and steel joist5, the Qo 5 psf Collateral Load code referenced editions of applicable SDI aril SJI standards, respectively, were also applied. In acco dance with Sec. 7,10,3 of he latest edition of the Ai5C Code of Standard Fragtice, temporary supports such as guys, braces, falsework, shoring, and otter elements necessary to 0 psf Ground Snow Load, Pg „ . safely erect tit building system prevent structural and other damage to tit building system Shall be determined and furnished by the erector. The structural bulldog system provided by REV. 1,00 Snow Importance Factor, Is The M M docs not design T check ventilation or anergy car,ervation systems for the building system supplied axi is not responsible for the the MBM is designed for service itin in acaoderce with the building code, The contractor shall erect the system in a manner that insures that the loading conditions on the structure 140 mph Ultimate Wind Speed 108 mph Nominal Wind peed adWy of specified ventilation and energy conservation canponants. The End User should insure that odeg4te provisions are made for ventilatim, during service are rot exceeded ir any part of tine structure throughout the crectian process, H 79 mph Serviceability Wind Speed 10 year Serviceability qind Return Period condensation, and energy conservation reqirerients. ° B Wind Exposure Category Q WIC55 now otf> Ise, the MBM 51411 not be responsible for the design of any elements of this project not part of the Structural building System provided by the MBM. The contractor shall t 0,18 ` internal Pressure Coefficient, GCpi The MBM is not responsible for the design, materials and workmanship of the foundation, or the anchorage of the building systan to the be responsible for taking oppropri 5tep5 to in5urc that such elements are properly'structurally designed and ccn5tru W. a Enclosed Wind Closure Category (OP =Open, PC Partially FncloSed, Cl: =Closed foundation. Anchor bolt pians prepared by the MBM are intended to show only location, diameter, and projection of anchor bolts roe ircd to attach 1.00 Seismic Importance Factor, le the metal building 5y5tem to the foundation. The end user is responsible for engaging the services of a licensed Professional Engineer to perform. It is the responsibility of the con actor to observe and apply all pertinent OSHA and other mandatory safety provisions. 0.08 Mapped Spectral Acceleration for Short Periods, Ss foundation and foundation anchorage design. The Professional Engineer" designing the foundation shall determine the date anchor bolt material type and made, anchor bolt embedment, and dry anchorage reinforce nent to occornmodate the given anchor bolt locations, alyantity; aid diameter, The contractor is roMiblc for he inspection of all of the M3M'5 shipment received. Any claims of nal -received iters must be reported to the MBM in writing withhrnn 5 business days, In Z 0,04 Mapped Spectral Acceleration for I -Sec Period, 51 order to maintain the apality tee axl, to cFlify For reimbursement, any, field modifications of any reported defective item may not be performed without a prior written endorsement by N/A Seismic Use Group Unless noted otherwise on the Letter of Certification, the building system by the MBM is exempt from tine ASCE 9 stipulated seismic drift the MBM. A Seismic Design Category limitations, .the end user shall insure that all the interior and exterior attachments and cladding by'others are designed to accommodate sel5mic 0.0100 Seismic Response Coefficient Cs t r drift. THE MBM shall not be held liable far. an .claim whatsoever, including, but not limitedfo labor cher or con iol dam result' from the Controctor/Erecta�'s use of defective or Y r mgr r 9�r3 0.085 5% Damped Spectral Acceleration for Short Periods, SDS incorrect materials that canbe by visual inspection. 0,064 5Z Damped Spectral Acceleration for I -Sec Period, SDI The MBM does not investigate the influence of its metal building system on existing buildings or structures. The end user shall engage services of a ru W D Site Class licensed Professional Engineer: to evaluate whether Such buildings grid structures ore adegyate to resist snow drift loads or other conditions cs a THE MBM is not responsible for i nottrial demcged in .unloodirg or for packaged or nested materials, iticludirg, but rat limited to, fasterners, sheet metal, 'G' a>d'Z' sedias, and covering MARK 0 Response Modification Factor, R -frames result of the presence of the Metal Building System. Dano Is that became wet and/or a dem water while in the session of others, P aged by pas ackagcd or Hated materials that became wet in transit shall be unpacked, u>rtaked and dried by 0 Response Modification Factor, R -bracing (F -SW) 0 Response Modification Factor, R -bracing (l3_9W) The materials used in fabrication of primary and secondary steel framing members, as well as related accessories are shown beiow. with their the. contractor. q U 0.01 W Design Base Shea 1,2 kip l orngitudinal Base Shear 1.2 kip Transverse C3ase She -- correspaxlirg ASTM designations. Whon,the compliance with the building code mandated edition of the AISC Seismic Provisions is r4ired, onlyWith respect to all ether building system erection aspects not mentioned above, the contractor shall comply with the Sec. 6 of tit MDMA Coronion Industry Industry Practices. For my aspects of the materials approved by those prUYl51an5 are used. oration not aWcrcd by the MBM Carman Industry Proctcos, the provisions of Sec. 7 of the latest edition of the AISC Cade of 5tQ)dard Practice shall apply. ISOMETRIC VIEW. Unit Lateral Force (FX 0.01#W) Analysis Procedure ROOF VIEW ENDWALL VIEW ON/Ax4 Seismic Resisting System: Transverse (Rigid Frame) Built-up Section Flanges (Fy = 55 ksi)i A529, A512 or A588; ZONE I . ZONE 2 ZONE 3 . ZONE 4 ZONE 5 $#N/A+# Seismic Resisting System: Longitudinal (Front Sidewall) Built-up Section Webs t Connection Plates (Fy = 55 ksi); A1011, A572 or A588; 10 WAr# . Seismic Resisting System: Longitudinal (Back Sidewall) Hot -rolled W-shopes (Fy - 50 k5f); A51T or A512; 9.60 -26.53 9.60 = 35.50 19.36 -20.98 19.36 *#N/A## Seismic Resisting System: Longitudinal (Left Endwall) Not -rolled C and L-shopes (Fy - 50 k5i); A529 or A512; a' 20 $#N/Ars Seismic Resisting System: Longitudinal (Right Endwali) Not -rolled Rods,(Fy = 55 ksi)i'AI08 or A572;' 9.60 -25.99 9.60 -32.26 18.50 -20.12 16.50 .- 24.10 Cold -formed C, Z, and ES shapes (Fy = 55 k5i); AI011 or A653; 50 Panels, A792 or A653, Gr. 50 for Ga, 24 axf thicker, Gr, 80 for others; 9.60 -25.28 9.60 -27.98 17.37. •-18.98 17.37 SPECIAL NOTES Round Tube; A500 Gr. B (Fy = 42 ksi) 100 1: Girts are not allowed to be cut for field located framed openings unless approved by the engineer. Also, field Rectmgular Tube; A500 err. B.(Fy = 46 k5i) 9.60 -24.74 9,60 -24.74 16,51 .-18.13 16,51 located framed openings may cause girt Sizes to change from original design. Cables, M75 EFFECTIVE AREA ft 2: This building has been designed for a, wind speed of 140 mph. It has been designed assuming any/all glazing will Eyebolts (Gr, 55); A108, or A512 Wang A536 ZONE 3` be protected per the FBC 17 building code such that the building will remain classified enclosed. The design of the Hillside Washers, A48 10 9.60 -31.91 glazing and protection is not part of ACI Building Systems,' scope of work. Structural Bolts, A307 Gr. Al A325 Gr. C, A490 Gr. DN NlwGATIV VALUlws 3: As shown on ACI Building System's drawings, wall areas labeled as "By Others" are constructed from reinforced CMU (used as noted In next section) 9.60 -31.37 9.60 -44.44 masonry. No lateral support is provided for these wall and they do not structurally attach to the building. .All SIGNIFY PRSSURFS 50 attachment is. trim only. Attachment of wall material to ACI's steel is the responsibility of Others and ACI Building Unless noted otherwise and except for crane support system canutiens, all bolted jointened joints shall be snug-tighin occordaae with the latest -30.66 9.60 37.31 ACTING' AWAY FROM System assumes no responsibility for any attachments. unless explicity called out on ACI's drawings' that the connection is edition of Specification for Structural Joints Using ASTM A325, or A490 Bolts (RCSC). All joints In crane support system appliratlon shall be 100 9.60 -30.12 9.60 "By ACI". pretensioned as regyired by RCSC. All primary frame. bolted corrnectior>, use A325 bolts, unless rated otherwise. All end-plate conectians.in BUILDING SURFACEES. cold -formed •steel frames use A325 bolts, unless noted otherwise. FLORIDA APPROVAL NUMBERS FOR PANELS All primary structural members hove been painted with the minimum of one coat of iron. oxide inhibitive primer: All structural;steel members LOCATION (PANEL TYPE FL NO have been painted in accordance with Steel Structures Painting Council Specification, 55PC No. 15, ROOF: PBR 7396.6 SIDEWALLS: PBR 7395.2 Shop and field 'inspection and o55ociated fees and expenses are the responsibility of the contractor, un1e55 noted otherwise. ENDWALLS: PBR 7395.2 U r i1 ) N "CJI. �.,.� C7 dl (:J U: lid Uum, 0JCf: U)LL 1. 3 Ff)LJC)0- - QLT fit. ()) i U)) C 1• . (J Li, p C)UJ L1.1 X UCr1F- 1) (r) _ J O (� u._1-5LL1~'i� UJJJ U J x U i For Customer Service issues; Y RELEASE HISTORY COMPONENT AND This certification covers paws IP1^T fabricated and delivered by the FA manufacturer only and excludes r parts such -as doors, windows, C-LAD12ING foundation design and erection of r the building. Sealed drawings do I) not constitute an. agmment that the a� 5,90 ft signed engineer Is acting as the engineer of record for the overall DESIGN_F'RESSURES (psf � Q �n r h � Erne Flt. . d �m 2a 2a CONST. -Q) Q.� PERMIT a PPRVL p Q C 6 CONST. w u.►. C) . PERMIT o u Qo Ca REV. w H ° 2' Q a ua a O ® Z NOTES ru W MARK q U ISOMETRIC VIEW. ROOF VIEW ENDWALL VIEW EFFECTIVE AREA sq, ft ZONE I . ZONE 2 ZONE 3 . ZONE 4 ZONE 5 10 9.60 -22.% 9.60 -26.53 9.60 = 35.50 19.36 -20.98 19.36 -25,82 a' 20 9.60 -22.95 9.60 -25.99 9.60 -32.26 18.50 -20.12 16.50 .- 24.10 50 9.6022.95 9.60 -25.28 9.60 -27.98 17.37. •-18.98 17.37 -21.83 100 9.60 - -22.95 9.60 -24.74 9,60 -24.74 16,51 .-18.13 16,51 .- 20.12 EFFECTIVE AREA ft ZONE 2' ZONE 3` 10 9.60 -31.91 9.60 -49.84 NlwGATIV VALUlws 20 9.60 -31.37 9.60 -44.44 SIGNIFY PRSSURFS 50 9,60 -30.66 9.60 37.31 ACTING' AWAY FROM 100 9.60 -30.12 9.60 -31.91 BUILDING SURFACEES. i1 ) N "CJI. �.,.� C7 dl (:J U: lid Uum, 0JCf: U)LL 1. 3 Ff)LJC)0- - QLT fit. ()) i U)) C 1• . (J Li, p C)UJ L1.1 X UCr1F- 1) (r) _ J O (� u._1-5LL1~'i� UJJJ U J x U i For Customer Service issues; Y ACI BUILDING SYSTEMS, LLC 10125 HWY. 6 WAST BATESVIIJA MS. 38606 CA# 8958 ����ti009BtlUgp�.d' 1 No 48014 ° °a o c w', Sar STATE OF, PR.OFE;SSIONA]L ENGRO "t RELEASE HISTORY 8Y: This certification covers paws IP1^T fabricated and delivered by the FA manufacturer only and excludes r parts such -as doors, windows, FA foundation design and erection of r the building. Sealed drawings do I) not constitute an. agmment that the signed engineer Is acting as the engineer of record for the overall projecL ACI BUILDING SYSTEMS, LLC 10125 HWY. 6 WAST BATESVIIJA MS. 38606 CA# 8958 ����ti009BtlUgp�.d' 1 No 48014 ° °a o c w', Sar STATE OF, PR.OFE;SSIONA]L ENGRO "t ENG 13Y; SLi3 RELEASE HISTORY 8Y: # IP1^T - Nmv- CKD )3Y: u) �o w � Q �n r V (T) d �m Q) CONST. -Q) Q.� PERMIT a PPRVL p Q C _O _K CONST. w u.►. C) . PERMIT u Qo Ca NPPRVL REV. H ua ON Z NOTES ru W MARK ENG 13Y; SLi3 CAD 8Y: JTG IP1^T 13Y: JTG CKD )3Y: DRL O � V (T) d �m Q) -Q) Q.� p Q C _O _K w u.►. C) . u Qo ENG 13Y; SLi3 CAD 8Y: JTG IP1^T 13Y: JTG CKD )3Y: DRL JOB NUMBER : E318--8762, DWG NUMBER C � � C) f the building.. Sealed drawings do . ®�•. STATE ;GAN=RAL NOTES not constitute an agreement that the - I. All baseplates @ same elevation unless noted otherwise. Signed engineer is acting as the F, v �: . �. 2. Anchor bolt design for embedment is not by the manufacturer en eer of record for the overall°9 `�S/ • ` �� �° and must be determined b the ,foundation en ineer. n�a� C)jvAt yv y g lJei '�.eru}sa'�� 3. See base plate details for correct placement of anchor bolts. PROFESSIONAL ENOL ENG. BY: SLB RELEASE HISTORY BY: # DET BY. INmv CKD BY: m w < I � N CON5T. _ j PERMIT >11 0 PPRVL REV. CON5T. 3 PERMIT A WPM REV. i- 2 u! � O U o NOTES N isl QL MARK ENG. BY: SLB CAD BY: JTG DET BY. JTG CKD BY: DRL ENG BY: SLE3 RELEASEE BY: JTG DET BY; JTG In It DRL Q) c" -70 Q) Q) PERMIT WPRVL REV. CONST. ]< PERMIT o [) Np.ppVL.'—1 I---- REV, I Wllu NOTES rz MARK tau A I ENG BY: SLE3 CAD BY: JTG DET BY; JTG GKD E3Y- DRL Q) c" -70 Q) Q) o ENG BY: SLE3 CAD BY: JTG DET BY; JTG GKD E3Y- DRL :JOSNUMBER E)PIC, NUMBIEER AE32 ®f 3 FRAME LINES: 1 6 L. H IV FRAME LINES: 2 3 4 5 Y 00 00 0,5 -Ol H I REACTIONS I X5.8 16.1 q 1.9 -14.2 cI Wall = H -�- Wind -- - Seismic , - . (lb/ft) Loc Line 6G 6 B 0.0 RIGID' FRAME: 0.0 BA51C COLUMN REACTIONS (k 0,0 -8.1 0:0 �o.l 0.0 0.1 0,0 1.4 A �OLUMN LINE IV Frame Column Line Line -,-Dead- Horiz Vert Horiz Vert -----Live--- Horiz Vert: --Wind-.Leftl- Horiz ` Vert -Wind-Righti- Horiz Vert --Wind_Left2- Horiz Vert O to D 0.o 0.6 0:0 -0.6 0.1 1,5 -2.q -6,0 4.7 0.7 -3,9 45 coNS�T. 1 A 0.0 0.7 . •0.0 07 -0,1 1.6!. -2.5 -3,5 3.2 -4.8 45 -1.8 Vert Horiz' C 0.0 ` 1.1 0.0 1.4 . 0.0 3:4. 0.0 45 0.0 -10,1 0.0 43 -0.1 0.1 l B 6.0 1.1 0:0 1:40.0 3.4 ` 0.0 -16.9 o.0 -2:0 0.0 -8.4 6 D Frame Column -Hind,,Right2;- --Wind Longl- .--Wind_Long2- -Seismic-.Left Seismic -Right FIPAT-.LL_I-- 0,375 6 Line Line Horiz Vert Horiz , Vert' Horiz Vert Horiz' • Vert Horiz Vert Horiz Vert FRAME: I D 3.7 2.2 . 2,2 ' 40 2,2 -4.0 -0,1. .-Oil 0:1 Oil 0.0 1.4 1.7 1.6 0.0 1.8 0.0 1.8 . 1 A 4,2 -3.2 -1.4 -5.3 --1.4 -5.3 -0,1` 0.1 0.1 -0.1 0.0 -0.1 V Vmin -2.3 -3.2 -1,5 -2.8 13olt(in) Qty ' Dia 4 0.750 4 0.750 I C 0.0 -�7.0 0.0 -10,5 0,0 -10.5.1 0.0 0,2 0.0 -0.2 0,0 3.8 0.375 0.0 1 13 0,0 0.6:. 0,0 -8,1 0.0 -8.1, 0.0 -0,2 0,0 0.2 0,0 1,4. - -5.6 Frame Column F1PAT_I_L_2-' 8.250 FiPAT-LL_3- F1PAT-LL-.4- -5.9 5 0.0 1 D. 17 Iq 1.1 1.1 0.1 0,1 18 --0.8 0.1 Line Tine Horiz ' Vert ; Horiz Vert Horiz Vert I. B .5 12 0.0 -5.9 5 0,0 6.2 0.0 -5.9 4 0.750 8.000 I D 0.0 -0.1.. 0.1 1.7 6.0 T0.2 ' 1 G 20 1 2.2 0.0 -5.4 8.1- 21 -1:8 20 2.2 --5.4 -5,4 H l A 0.0 1.5. -0.1 1,8 0.0 -0.2 - - -- - �.- 1 G 0.0 I.4 0.0 1.7. 0.0 1.8 2.6 -5.4 21 --2,3 -5,4 1 0.0.. 3.7 0.0 1.6 0.0, 1.8: OA 1.7 8.1 0.1 20 18 �1,5 -5,4 0.1 4 0.750. 8.000 IV 0.0 .13 Frm Line Col Line ' Load Id Column-Reactions(k) Hmax V Load H Vmax Id Hmin H V Vmin Bolt(in) Qty Dia Base-Plate(in) Width Length Thick Eley. (in) Frame Column Line Line 2* D ---- -Dead-----Collateral-.. Horiz 0.6 Vert 2.5 Horiz Vert 1.5 4.0 -----Live-- - - Horiz Vert; 3,5 9.5 -Wind_Left1- Horiz -10,q Vert -21.6 - Wind_Rightl Horiz 2.2. Vert -11.0 --Wind_Left2- Horiz -10,0 Vert -13.1 A 2� A -0.8 2,5 -1.5 4.0 --3.5 q.6 3.0 -1q.8 _ q.2 -15.1 2.1 4,2 -5.4 COLUMN LINE -5.4 Frame Column -Hind_Right2- --Wind_Long1- '--Wind_Long2-- -Seismic-Left.. 5ei5mic_Right -Seismic_Long 4 6.3 12.5 5 -6.1 -11.5 Line Line Horiz Vert ' Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 17 2.6 -�5,4 2* D 3.1 -2.5 --3.3 --25.4 -3.3 -25.4 -0.1 -0.1 0.1 0.1 0.0 -0.3 2� A 8.3 -6.6 4.0 -26.2 4.0 -26.2 '-0.1 0.1 0:1 -Oil 0.0 -0.4 Frame Column -----Dead------Collateral- -----Live---- - Hind_Leftl- -Wind-:Rightl- --Wind' Left2- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 6 D 0.0 0.6 0.0. 0,6 0.1 L. --2.q -6.0 4.7 0.7 -3.9 45 6 A 0.0 0.7 0.0. 0.7 41 1.6 -2.5 -3.5 3.2' -4.8 -1.5 48 6 C 0,0 I.l: 0.0 1,4 0.0 3.4 0.0 4.5 0.0 -10.1 0,0 --4,3 6 B 0.0 1.1 0.0 1.4 0.0. 3.4 0.0 -10.q 0.0 -2.0' 0.0 -8,4 Frame Column -HindwRight2- --Hind-Longi- ---Hind_Long2- -Seismic-Left Seismic -Right F3PAT-LL_1- Line Line Horiz.. Vert, . Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 6 D 3.7 2.2 2.2 -4,0. 2,2 -4.0 -0,1 -0.1 0.1 0.1 0.0 1.4 6 A 4.2 -3.2 -1.4 . 75.3 . 44 . -5.3 0.0 0.1 0.0 -D,I OA -Oil 70 00 105 00 01 00 00 38 1 5.8 16.0 q -15 -13.8 $See.. Rigid frame Interior Column Reactions 2 A 6 5 0 -75 1 -58 161 4 0 750 8 000 1075 0 375 00 H I REACTIONS I X5.8 16.1 q 1.9 -14.2 cI Wall = H -�- Wind -- - Seismic , - . (lb/ft) Loc Line 6G 6 B 0.0 -. 0.6 0.0 -1 -a,1 0,0 -8.1 0:0 �o.l 0.0 0.1 0,0 1.4 R_EW 6 IV not constitute an agreement that the � °° STATE OF °�11I ��� (h) E3_SW D 413 q.a 4.9 .0.6 0.3 (h)Rigid frame at endwall IV O to Frame Column F3PAT_LL_2- F3PAT_LL_3- . F3PAT-LL-4- NN MAXIMUM REACTIONS, ANCHOR BOLTS, f.. BASE PLATES coNS�T. Column-.Reactions(k ) O PERMIT Line Line Horiz . Vert Horiz' Vert Horiz Vert Hmax V Load Hmin V Bolt(in) Base-Plate(in) Eley. 6 D 0.0 -0.1 0.1 1.7 0.0 -0,2. H Vmin Qty Dia Width Length Thick (in) 6 D 3 2.8 1,0 7 -•2.3 -2.3 4 0,750 8.000 10.50 0,375 6 A 0.0 1.5 -0,1. 1.8 0.0. -0.2 1.8 3.4 5 47 -3,2 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, t BASE PLATES 6 A 8 2.5 -1.5 2 -1.5 6 6 G 0.0 B 0.0 IA. 3.7 0.0 .0.0 1.7 1.6 0.0 1.8 0.0 1.8 . 16 -0.2 3.1 10 Frm Line I I Col Line D A Load id 3 4 8 13 Col umn_Reactions(k) Hmax V Load H Vmax Id 2.8 1.0 7 1,8 3.4 5 2.5 -1.5 2 -0.2 3.1 10 Hmin H x-23 -1.7 --1.5 -O.q V Vmin -2.3 -3.2 -1,5 -2.8 13olt(in) Qty ' Dia 4 0.750 4 0.750 13ase_Plate(in) Width Length 8.000 10.50 8.000 10.50 Thick 0.375 0.375 Eley. (in) 0.0 0.0 C 2� Frame lines: 2 3.4 5. 4 0.750, 8.000 8.250 0.375 0.0 oZ --- FNDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, f .13ASE PLATES CDIumnReactions(k ) Frm Col Load Hmax V Load Hmin V 1361t(in)Ba5e_Plate(in) Line Line Id H Vmax Id :H Vmin tatty Dia Width Length Thick -- Elev. (in) I C 10 11 0.0 -5,6 10 0.0 6.3 0.0 -5.6 4 0.750. 8.000 8.250 0,375 0.0 -5.9 5 0.0 1 D. 17 Iq 1.1 1.1 0.1 0,1 18 --0.8 0.1 4 0.750 8,000 8.000 0.375 0.0 15 I. B .5 12 0.0 -5.9 5 0,0 6.2 0.0 -5.9 4 0.750 8.000 8,250 0.375 0.0 1 G 20 1 2.2 0.0 -5.4 8.1- 21 -1:8 20 2.2 --5.4 -5,4 MARK .1 - - -- 1 B 4 20 ` 2.6 -5.4 21 --2,3 -5,4 1 A 1 17 OA 1.7 8.1 0.1 20 18 �1,5 -5,4 0.1 4 0.750. 8.000 8:000 0.375 0.0 RIGID: FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, . t BASE PLATES Frm Line Col Line ' Load Id Column-Reactions(k) Hmax V Load H Vmax Id Hmin H V Vmin Bolt(in) Qty Dia Base-Plate(in) Width Length Thick Eley. (in) 6 13 lq 17 1 1.7 2.8 0,01 0.2 -5.4 8.1 21 -2,6 17 .2.8 -5;4 -5,4 6 C 17 .. 2.6 ' -5.4 21 -2.4 -5.4 2* D 4 6.3 12.5 5 -6.1 -11.5 4 0.750 8.000 10.75 0.375 0,0. 1 0.0 8.1. 17 2.6 -�5,4 1 5.8 16.0 q -15 -13.8 $See.. Rigid frame Interior Column Reactions 2 A 6 5 0 -75 1 -58 161 4 0 750 8 000 1075 0 375 00 aU I LD I NC BRAGI NG REACTIONS I X5.8 16.1 q 1.9 -14.2 cI Wall = Col -- Wind -- - Seismic , - . (lb/ft) Loc Line Line Horz 2� Frame lines: 2 3. 4 5 manufacturer only and excludes c°E NJ (h) F -SH A 3, 8:0 5.3 0.6 0.4 R_EW 6 ham- not constitute an agreement that the � °° STATE OF °�11I ��� (h) E3_SW D 413 q.a 4.9 .0.6 0.3 (h)Rigid frame at endwall PROMSSIONAL8NGflg1MR O to ct� RIGID FRAME: NN MAXIMUM REACTIONS, ANCHOR BOLTS, f.. BASE PLATES coNS�T. Column-.Reactions(k ) O PERMIT Frm Col Load Hmax V Load Hmin V Bolt(in) Base-Plate(in) Eley. REV. Line Line Id H Vmax Id H Vmin Qty Dia Width Length Thick (in) 6 D 3 2.8 1,0 7 -•2.3 -2.3 4 0,750 8.000 10.50 0,375 .0.0 4 1.8 3.4 5 47 -3,2 6 A 8 2.5 -1.5 2 -1.5 -1.5 4 0,750. 8.000 10,50 0,375 OA 16 -0.2 3.1 10 -0.9 -2,8 6 C 10 0,0 --5.6 10 0.0 =5,6 4 0.750, 8.000 8.250 0.375 0.0 oZ 14 0.0 6.3 6 B 50.0 -5.9 5 0.0 -5.9 4 0.750 8.000 8.250 0.375 0.0 15 0.0 6,2 w MARK aU I LD I NC BRAGI NG REACTIONS JTG JEFF RIME BY: Reactions(k) Panel -Shear cI Wall = Col -- Wind -- - Seismic , - . (lb/ft) Loc Line Line Horz ,: Vert Harz Vert Wind Seis Note L -EW 1 manufacturer only and excludes c°E NJ (h) F -SH A 3, 8:0 5.3 0.6 0.4 R_EW 6 ham- not constitute an agreement that the � °° STATE OF °�11I ��� (h) E3_SW D 413 q.a 4.9 .0.6 0.3 (h)Rigid frame at endwall PROMSSIONAL8NGflg1MR For Custhmer Service issues, CAD please contact one of the following: JTG JEFF RIME BY: BILLBROOKS cI ENGINE13MG SEAL 'ACI BUR DING SYSTEM, LLC ' -T 10123 HWY. 6 WFSr HATWV rr 1..MS.38606' W0.. This cmtfication covers parts CA# 8958 �®9610@809,x' fabricated and delivered by the �,�a° tH P ';N,��°3° manufacturer only and excludes c°E NJ parts such as dors, windows, y No 48014 foundation design and erection of the building. Sealed drawings do , „� ham- not constitute an agreement that the � °° STATE OF °�11I ��� � c signed engineer is acting as the "\ ° `- o P, engineer of record for the overall a°°°�S1ti:�'�aCOv`© G� L�li projectdIpf�lA db 9 N 8 3 A Wi 90 PROMSSIONAL8NGflg1MR O to RELEASE HISTORY' CAD BY. JTG # BY: -- cI m -T t0 W0.. 4 ham- � c r: c`t Cn O to ct� NN coNS�T. O PERMIT PPM REV. w CONST, � PERMIT U PPRVI REV. z oZ NOTES w MARK .1 - -- ENG BY; SU3 CAD BY. JTG DET BY: JTG GKD 13Y: PRL 0 �. 4 Cn O to ct� Q) O w v ENG BY; SU3 CAD BY. JTG DET BY: JTG GKD 13Y: PRL JOB NUMBER = 818--872 IOwG NUMBER � C AE3.3- of SPEW ROOF 0 ID o IN"'I I I NARK PART For Customer Service isms, P-101 9X25Z12 please, contact one of the following; PI -102 9X25ZI4 JEFF RIPPEE P-103 9X26716 BU 1, BROOKS P--104 qX2 5Z12 E-101 qE14 HD ACI BUILDING SYSTEMS, LLC M E-102 qE14 HD Q> E-103 qE14 HD BATESVHIA MS. 38606 E-104 qE14 W 8958 E-105 qE14 LV CA E-106 qE14 LV 11 01 �'. w CB -103 5/16" Cf3L No 48014 CB -104' 114" GBL All Thr�%l the building. Sealed drawings do LLA LL— Rod not constitute art agreement that the % 1J-1 STATE OF A, Methods W 0 R '�F Non-Acceble Correction en&eof record for the overall V �4 Hanger Attachments for AII.CoIlateral Loads PFJ Acceptable end Nan -Acceptable Caytectims C4 - PERMIT WPRVL REV. o RECTION -NOTES Use (4) 1/2". x 1-114" A325 &45 d Anti -Roll Clip Lzdions (See 4)' I ROOF PLAN 01D MARK* 'I LENGTH J., BAI 1 20 1-011 [UM -ECT I Uff - F ETT _V5 ROOF PLAN IN"'I I I NARK PART For Customer Service isms, P-101 9X25Z12 please, contact one of the following; PI -102 9X25ZI4 JEFF RIPPEE P-103 9X26716 BU 1, BROOKS P--104 qX2 5Z12 E-101 qE14 HD ACI BUILDING SYSTEMS, LLC M E-102 qE14 HD Q> E-103 qE14 HD BATESVHIA MS. 38606 E-104 qE14 W 8958 E-105 qE14 LV CA E-106 qE14 LV RECTION -NOTES Use (4) 1/2". x 1-114" A325 &45 d Anti -Roll Clip Lzdions (See 4)' I ROOF PLAN 01D MARK* 'I LENGTH J., BAI 1 20 1-011 [UM -ECT I Uff - F ETT _V5 ROOF PLAN ROOF FRAM I NG PLAN IN"'I I I NARK PART For Customer Service isms, P-101 9X25Z12 please, contact one of the following; PI -102 9X25ZI4 JEFF RIPPEE P-103 9X26716 BU 1, BROOKS P--104 qX2 5Z12 E-101 qE14 HD ACI BUILDING SYSTEMS, LLC M E-102 qE14 HD I0WHW.6wW E-103 qE14 HD BATESVHIA MS. 38606 E-104 qE14 W 8958 E-105 qE14 LV P E-106 qE14 LV 11 01 �'. w CB -103 5/16" Cf3L No 48014 CB -104' 114" GBL ROOF FRAM I NG PLAN REI -EASE HISTORY BY; JTG --A For Customer Service isms, JTG GKP - please, contact one of the following; Purlin Purlin Pu — JEFF RIPPEE Q) � BU 1, BROOKS Bolt dScrew4 All Other Hardware —All. Other Hardware (by Others) (by Others) ENGWEEMG SEAL ACI BUILDING SYSTEMS, LLC M I0WHW.6wW Clip Clip (by Others) Clip (by Others) BATESVHIA MS. 38606 Hanger(6y.Others) Haiger (by Others) This cert cation coven partsCA# 8958 Acw*bla Connection Methods fabricated and delivered by the P Purlin Purlin Purlin manufachm only and excludes 11 01 �'. w pants such as doors, windows, No 48014 C-Clanpdy Clcrnp foundation design and erection of All Thr�%l the building. Sealed drawings do LL— Rod not constitute art agreement that the % 1J-1 STATE OF A, Methods signeda as the eugmeerjs acting 0 R '�F Non-Acceble Correction en&eof record for the overall V �4 Hanger Attachments for AII.CoIlateral Loads PFJ Acceptable end Nan -Acceptable Caytectims PROMSSIONAL IR OWES ENG. BY: SLE3 REI -EASE HISTORY BY; JTG --A BY: JTG GKP - E3Y; �'fmn — Q) � T) --A LL— CONST. PERMIT WPRVL REV. CONST. PERMIT WPRYL us REV. in of NOTES ac MARK ENG. BY: SLE3 CAD BY; JTG --A BY: JTG GKP - E3Y; CrTj-- Q) � T) --A LL— ENG. BY: SLE3 CAD BY; JTG DF --r BY: JTG GKP - E3Y; CrTj-- JOB NUMBER E31(5-57( '�d DkAq NUN5ER EPI of 11. D ROOF SHEETING PLAN PANELS: 26 Ga.- PBR - Galvalume RELEASE; -HISTORY BY: # E)ET —j" JTG CKE) -i GTJ do O -Ti -� -i �^i' wi -i -i Wi C). -i -i m �► -i �% �i h._ CONST. a PERMIT ii i i ; i c� PPRVL (a) i REV. i i t i i �i Ll_y i i ► i �T �i i' � Q 7;:- i i co N c0 N c� N cfJ N iso N, co N cfJ N aC7 N dJ. N rA, N cA N cA N cr0 N N CV 76D N d0 N 60 N ao N c0 CSI co CV co N cU N dJ N qU N do N qp N oo N. 00 N i 27'-0" E-102 0 G-113 G-114 G7114 G-112 Co O I 1 W1711'777117771177-1177-, l RFI -104 GIRT LAPS NSce-L ❑- I I Z RF2-101 RF2.104 RF2-104 RF2-10 3'-1 3/4"� 3'-1 3/4° 3'-1 3/4° 3/4° FROM SIDENAL:.L. FRAM ING.@ FRAME LINE A FL -17 : 20'6". T RF3-104 1 -15C8 -R FRONT SIDFNAL.L. SHEETING TRIM @ FRAME LINE -A PANELS: 26 Ga. (REVER58) PBR Galvdlume ENG G Ste, Mw certification covers parts fabricated and delivered by the manufacturer only and excludes For Customer Service issues Please contact one of the following: JEFF RiPPFE BILL, BROOKS 'ACI BUKDI G SYSTEM, r.LC 10125 HWY, 6 WHIST BAT1sSVXLLP, MS. 38606 CA# 8958 Cdq�ij� pis such as doors, windows; EN�� foundation design. and erection of y NO 48014. ° the building. Swed drawings do - not constitute an agreement that the `Wjo 1,41 � s -ra-r � o F e-0 signed engineer is acting as the s OR engmeer of record for the overallo !/�� project.,project.a� N /\ _ .RELEASE HISTORY .BY: ANGLE TABLE FRAME LINE A DET - ,01D MARK PART GT`J I. BAI 2X4X14GA O w F= a MEMBER TABLE FRAME LINE A T MARK PART E-101. E-102 E-103 G-112 G-113 G-114. C13-101 gE14 ND 9E14 ND gE14 ND WU16 SX206 8X25216 3/8" CBL i� For Customer Service issues Please contact one of the following: JEFF RiPPFE BILL, BROOKS 'ACI BUKDI G SYSTEM, r.LC 10125 HWY, 6 WHIST BAT1sSVXLLP, MS. 38606 CA# 8958 Cdq�ij� pis such as doors, windows; EN�� foundation design. and erection of y NO 48014. ° the building. Swed drawings do - not constitute an agreement that the `Wjo 1,41 � s -ra-r � o F e-0 signed engineer is acting as the s OR engmeer of record for the overallo !/�� project.,project.a� N /\ _ .RELEASE HISTORY .BY: # DET - cvm<r►n CKD BY: GT`J 1 V O w F= a T i� m � m CONST. 73 __j _t PERMIT 0 0 PPRVL Q:) REV. CONST, o O Q PERMIT cic w a. PPRVL c� Q V ►� REV. oW U a NOTES j tU . MARK ' ENG BY: 51*B.— CAD .BY: JTG DET BY: JTQ CKD BY: GT`J 1 V O m � m 73 __j 0 0 Q:) o O Q cic w a. c� Q V � ENG BY: 51*B.— CAD .BY: JTG DET BY: JTQ CKD BY: GT`J JOB NUMBER :. 818-8762 DWG NUMBER L C RF3-101 RF2--101 RF2-101 RF2-101 RF2-101 RFI -101 131-0.�� 121-0° -'-8u �3� Stu �3�41 6�_Su� BACK SIDEWALK. FRAMING FRAME LINE D (Gutter with 8 downspouts) FL-16CRi u i FL--16CL FL-�1188AL FL --18C : 20 - 6 FL --18E : 10a I. FL; -19 : 20--6n FL.-118AR �u 2i �2u 2i -iii 21_21i �_ u On @ $ _2121-211121-2"12"721118c' 2 8'-2" 21-411 Ncre e _ CT8 12'-6:� N16 12 .�,� c� -ri c� :ci .� N c� c� i i i ZO co 00 ii i _i cv, �v cv -cv _� NT6 : 12 da -do �o vo ao �o ao co ao Tra r r i—T- : co 0o co ca co Q0 c co Zo co : b b .: co do 4D Co `s -6 co� � acre a r-6 ice-- nt`� :7�-6� HT6 i 7-6 FL -24 e c i u ► NT2 20�-6u NT2 10�-6° TRIM REQUIRED FOR 6'�-8' x 2'�-6' F.O. 1 —�u Lt--) FOR WINDOW (BY OTHERS) �y cv .. (2), REQUIRED' CMU WALL BY 01 HERS CI 1 C�1 CV Lt- Li - BACK SIDFWALL SHEFT.ING TRIM FRAME L:(NF . D 201-011 PANELS: 26 Ga. Pl3R - N/A � (REVERSE ROLA. P5R PANELS) PANELS: 26 Ca.(REVERSE ROLL PDR) - Galvalume For Customer Service issues please contact one of the following: JEFF RIPPEE ERL BROOKS FL73I ENGWEERING SEAL BY: FL-Sii^ This certification covers parts - G--117 JTG Cl G 116 _ L8 —', 0--118 Q J DS -102 G-119 _ a i m parts such as doors, windows, �z G115 K3 G -116 2 FL-O/S ut DH -102 o DN -102 0 � ►; 0 Signed engineer 1S acting as file • FOR QUANTITY engineer of record for the overall C SIDEWAL -# T I (SEE'G40 DETAIL) � DN -1 2 D� -10� z - CMU WA 0 PERS LL BY FR - a T 3 T I C C 7 T ' CT RF3-101 RF2--101 RF2-101 RF2-101 RF2-101 RFI -101 131-0.�� 121-0° -'-8u �3� Stu �3�41 6�_Su� BACK SIDEWALK. FRAMING FRAME LINE D (Gutter with 8 downspouts) FL-16CRi u i FL--16CL FL-�1188AL FL --18C : 20 - 6 FL --18E : 10a I. FL; -19 : 20--6n FL.-118AR �u 2i �2u 2i -iii 21_21i �_ u On @ $ _2121-211121-2"12"721118c' 2 8'-2" 21-411 Ncre e _ CT8 12'-6:� N16 12 .�,� c� -ri c� :ci .� N c� c� i i i ZO co 00 ii i _i cv, �v cv -cv _� NT6 : 12 da -do �o vo ao �o ao co ao Tra r r i—T- : co 0o co ca co Q0 c co Zo co : b b .: co do 4D Co `s -6 co� � acre a r-6 ice-- nt`� :7�-6� HT6 i 7-6 FL -24 e c i u ► NT2 20�-6u NT2 10�-6° TRIM REQUIRED FOR 6'�-8' x 2'�-6' F.O. 1 —�u Lt--) FOR WINDOW (BY OTHERS) �y cv .. (2), REQUIRED' CMU WALL BY 01 HERS CI 1 C�1 CV Lt- Li - BACK SIDFWALL SHEFT.ING TRIM FRAME L:(NF . D 201-011 PANELS: 26 Ga. Pl3R - N/A � (REVERSE ROLA. P5R PANELS) PANELS: 26 Ca.(REVERSE ROLL PDR) - Galvalume For Customer Service issues please contact one of the following: JEFF RIPPEE ERL BROOKS .ACI BUILDING SYS'X OM, LLC 10125 HWY. 6 WM B.AMVA LE� MS. 38W6 �05Ajajglg8958 a V >°d ,ti o No 43014 . i �Q° a T E 0 F 4 PROFESuIONAL ENG Q) FL73I ENGWEERING SEAL BY: FL-Sii^ This certification covers parts -i JTG fabricated and delivered by the BY: FL -31>" manufacturer only and excludes U parts such as doors, windows, FL -31F foundation design and erection of FL-O/S ut the bu�llftg. Sealed drawings do � . not constitute an agreement that the SEE SIDEWALL ELEVATION Signed engineer 1S acting as file • FOR QUANTITY engineer of record for the overall - *EVENLYSf�ACE ALONG SIDEWAL -# prwjwL (SEE'G40 DETAIL) .ACI BUILDING SYS'X OM, LLC 10125 HWY. 6 WM B.AMVA LE� MS. 38W6 �05Ajajglg8958 a V >°d ,ti o No 43014 . i �Q° a T E 0 F 4 PROFESuIONAL ENG Q) RELEiASE HISTORY CAD BY: J DET BY= JTG -KF) BY: GTJ U 1� ut � Q _:DC5 � m 0 CV ' CONN. PERMIT (30r -A-- PPRVL REV. u� CONST. PERMIT Q PPRVL ►�► REV. S-- z z O NOTES N MARK ENG _BY_ SLB CAD BY: J DET BY= JTG -KF) BY: GTJ U 1� _:DC5 m 0 ' (30r -A-- ENG _BY_ SLB CAD BY: JTG DET BY= JTG -KF) BY: GTJ JOB NUMBER B18---8762 DWG R : G NUMBI' EP4. of 1 1 it 11_Qii ,Q3/4'' 12 1- 11lql-0n lq�� pll 191-0" -------------- GIRT 1'-13/4' 1'-13/4" FACADE CAP TRIM (FT2) LAPS . 11-1 3/4' V- 1 3/4" BOLT TABLE FRAME DINE 1 LOCATION A Cor-Column/Raf Int_Column/Raf, , EB -101 EB --102 II_pu EB -103 EP -104 m ' �n h r, FACADE FACADE CAP TRIM (FT2) 4 A325 1/2" o 4 A325. TOP GIRT (ATTACH W/ 1/4-14 x 7/8' S.D. 4 A325 1/2" Co ' I roll SCREWS (12' O.C.) AT EACH LEG) EC -102 N8x15 EC -103 NSx15 1/2' x 1 1/4' CT8 : 10-6'- = Back Pmol N8x10 A325 BOLTS 8X25C14 I Q> DJ -102 BX25C14 DN -101 8X25C16 D5-101 a I/4' NOTE: o � PERMIT NT6 : 10'-6" 2" m Im m G-101 8X25216 HOLD BACK PANEL UP G-102 03504 -F G-103 BX25CI6 1/4' OFF OF TRANSITION G-104 INSIDE CLOSURE. RFI -104 TRIM. CONST. G-105 8X25216 #12 x 11/4' S.D. 5CREW 1• Pane! G-106 8X25216 BILL BROOKS (ONE @ EACH SUPPORT) I EC -10.4 PARAPR G BX25C16 � 1/4-14 x 7/8' S.D. G -lob 8x25216 L SCREW 12' O.C. ACI BURDING SYSTEMS, LLC , #12 X 1 1/4' S.D. SCREW 8X25216 3/8" MASTIC V-0' o.C.) - BAI This certification covers pass D fabricated an c and by TRANSITION TRIM (FL -49A) LEFT ENDNA'L.L. S�{��`1-INCA � `1�Rlf`1 C� FRAME LINE 1 manufacicrer only and excludes ©0 PANELS: 26 Ga.(REVER5E ROLL 1/2' x 1'. A307 WLTS parts such as doors, windows, PARAPET COLUMN foundation design and prion of „ ENDWALL m ' �n h r, 5/8" 11/2" 4 A325 1/2" RAFTER 5/8' x ' A325 BOLTS Stlffwex (if req,'d)- r \N - TYPE DIA L_NGTI 2 A325 1/2" 1 1/4" 4 A326 5/8" 11/2" 4 A325 1/2" 1 1/4" 4 A325. 1/2" 11/4" 4 A325 1/2" 11/4" A A0nC I roll I I IAII ANGLE TABLE FRAME LINE I OID EMARK PART I 13A1 2X4X14GA CONNECTION PLATES G'PAMF I INF 1 ' r EB --102 NBx10 1'-10" 1'-10" DET E13-103 N8x10 m <r to EB --104 HMO Q) EC -101 N8x10 EC -102 N8x15 EC -103 NSx15 CT8 : 10-6'- = EG --104 N8x10 DJ -101 8X25C14 Q> DJ -102 BX25C14 DN -101 8X25C16 D5-101 8X2506 o � PERMIT NT6 : 10'-6" 2" m Im m G-101 8X25216 G-102 03504 -F G-103 BX25CI6 REV. G-104 BX25Z16 JEFF RIPPEE f CONST. G-105 8X25216 Pane! G-106 8X25216 BILL BROOKS G-107 BX25C16 � PPRVL G -lob 8x25216 ACI BURDING SYSTEMS, LLC G-109 8X25216 10125 HWY. 6 WEST r SLB l'-10" 1'-10" 1'-10" DET BY: n m <r to CJ U Q) LO CT8 : 10-6'- = Q> N CONST, For Customer Sm dge ismes, o � PERMIT NT6 : 10'-6" 2" m Im m T2 . 10 -6 , T2 . 20 -6 o PPRVL please contact One Of the following: -F Q ?Q REV. JEFF RIPPEE f CONST. LL! tc"-- Pane! PERMIT BILL BROOKS V � PPRVL ENGMERMG SEAL ACI BURDING SYSTEMS, LLC Iu REV. 10125 HWY. 6 WEST This certification covers pass BATWVRIA MS, 38606 s fabricated an c and by ao'0' 1 �, � � LEFT ENDNA'L.L. S�{��`1-INCA � `1�Rlf`1 C� FRAME LINE 1 manufacicrer only and excludes ©0 PANELS: 26 Ga.(REVER5E ROLL PSR) - Ga parts such as doors, windows, No 4f3014lvalume ' foundation design and prion of „ the building. Sealed drawings do z ° _• .° not constitute an ent that the STA 1 1=� 3 signed engineer Is W&g as the �� ,�''�° < a R , r � A� s, engineer Of record for the overall 0 jV A L = 09 a��� G� .,6�0s8 project. PROFESSIONAL 040I1VEM RELEASE HISTORY SLB CAD BY: #ly DET BY: n m <r to CJ U Q) LO Q> N CONST, o � PERMIT o PPRVL 4:F -F Q ?Q REV. - f CONST. LL! PERMIT V � PPRVL Iu REV. I- N NOTES MARK z ut ENG BY; SLB CAD BY: JTG DET BY: JTG CKD BY: GTJ CJ U Q) LO Q> o � ) Q _ QP C4— Q ?Q f LL! V � ENG BY; SLB CAD BY: JTG DET BY: JTG CKD BY: GTJ JOB NUMBER E318-87(,2 DWG NUM5ER C EP5 of 11 1 12 0 i 1 EC -105 EC -106 RIGHT ENUNAL..L• FRAMING @ FRAME LINE 6 RIGHT ENUNALL SHEETING TRIM @ FRAME LINE PANELS: 26 Go. PBR - N/A DOLT TATA FRAME L LOCATIOI ENGINEERING SFAs, This.certif'ication covers pads fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, foundation design and .crecdon of the building. Sealed drawings do not constitute an agreement that the signed engineer is acting as the engineer of record for the overall project. G-1{1 8X25216 For Customer Service issues please contact one of the following: JUP IWPER BRL BRWM A(:i)BU%DIN(3_ SYSTEM, LLC 10125 HW Y. 6 WEST BATBSVULU,, M. 38606 CA# 8958 A y °o No 48014 .V if o u STATE QF Ut, R. N AO-- PROFESSIONAL HNOWE.PR. REI -EASE HISTORY 503 CAIS BY: QUAN TYPE DIA ---LENGTH A325 5/8 11/2 ANGLE TABLE FRAME LINE 6 Oil) MARK PART 1 QAI I 2X4XI4GA MEMBER TABLE FRAME LINE 6 _ PART V�R N8x15 N8x15 G -0 8X25216. G-110 8X25216 ENGINEERING SFAs, This.certif'ication covers pads fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, foundation design and .crecdon of the building. Sealed drawings do not constitute an agreement that the signed engineer is acting as the engineer of record for the overall project. G-1{1 8X25216 For Customer Service issues please contact one of the following: JUP IWPER BRL BRWM A(:i)BU%DIN(3_ SYSTEM, LLC 10125 HW Y. 6 WEST BATBSVULU,, M. 38606 CA# 8958 A y °o No 48014 .V if o u STATE QF Ut, R. N AO-- PROFESSIONAL HNOWE.PR. REI -EASE HISTORY 503 CAIS BY: �1 DET F3Y: JTG 1 F3Y= C'rTJ —� CY7 Cil_ o LL- t --o CONST. PERMIT -� Q) AQP cwt o O PPRVL CA_ REV. CONST, 0 PERMIT to PPRVL o REV. N t - z lu o� O NOTES tat pL MARK ENG BY: 503 CAIS BY: �1 DET F3Y: JTG 1 F3Y= C'rTJ —� CY7 Cil_ o LL- t --o -� Q) AQP cwt o CA_ 0 � o ENG BY: 503 CAIS BY: JTG DET F3Y: JTG CKD F3Y= C'rTJ JO5 NUMBER _ E315-3762 DWG W 1BER = C EPG of 11 STIFFENER TABLE. 51-5 SPLICE PLATE f BOLT TABLE CAP PLATE BOLTS MEMBER 161=R TABLE Stiff (Nmvm GKD (lark We Depth Web Plate Outside Flange W x Thk x Len th Mark Qty .-.� Top Bot Int Type Dia Length Width Thick Length (lark . Qty Type Dia Length , _ Start/End' ^ �. Tick Length RFI -:101 RFI -102 10.0/10.0 14.0/14.0 140/14.0 0.135! 0:135 0.135: 187.2 45.1 240.0 5 —xI14 11x 186.6 5 x 1/4". x 18.0 5 x 1/4" x 334.2 SP -1 SP -2 4 4 0 A325 5/8" 1 3/4" 4: 4 0 A325 5/8" 1 1/2" 5" 3/8" 1'--10 1/4" 5" 1/4" 1'--10 1/4" EC -102. EC 103 4 A325 5/8" 1 1/2" 4 A325 5/8" 1 1/2" 1/2 1/4" STIFFENER TABLE. 51-5 CAD E3Y:JTG ix DET Stiff (Nmvm GKD Plate Size GTJ (lark Mark. Width. Thick Length RFI -101 St- 1 2 1/2 1/411 10" RFI '102 St-- 1 2 1/2 1/4" 13 7/8" RFI -103 St- 2. 1/2 1/4" 13 7/8" RFI --104 .1. 'St- 1 2 1/2 1/4" 10" -ANGE BRACES: Both Sides(U.N..) FBxxB(I) B = L2x2xl25. A - 1-1.25 12 c UP ,c ni" RF1103 14.0/14.0 01135: 96.6 5 x 1/4" x 336.6 14,0/14.0 0.135 240.0 RFI -.104 10.0/100 0.135 229.8 5 x 1/4" x 18.0 Inside Flange W x Thk x Length 5 x1/4 164 1 5 'x 1/4" x 335.1 5 x I/4" x 335.7 5x1/4"x211,0 201- 0" lq' -0"-- -- 20'-011 - - Is TSI :q Q For ou contut one of the foRowing :ter ►R1i • 't BRI BROOKS ACI BURDING SMEM, LLC 10125 HW. 6 WM BATESWAB, AU. 3860 8958 Nv 46014 c3 ° Cr v S-f'ATE OF u6ap°� PROFESSIONAL ENGI 1R. .R! LEASP HISTORY 51-5 CAD E3Y:JTG ix DET BY: e (Nmvm GKD I3Y: GTJ 0 tJ C) N cY� CONg LL- PERMIT PPRVL D Cil Q) REV. CA -- o U p u, CONST. PERMIT �u o z PPRVL v� ca o v to REV. H x E oW NOTES MARK ENG BY: 51-5 CAD E3Y:JTG —A DET BY: e JTG GKD I3Y: GTJ 0 tJ C) cY� � Q) LL- 4 D Cil Q) CA -- o U p �u o z v� ca o v ENG BY: 51-5 CAD E3Y:JTG DET BY: e JTG GKD I3Y: GTJ JOB NUMB£R DWG NUMBER G EP7 of 11 STIFFENER TABLE x ,16a.6 Stiff Plate Size Mark Mark Width Thick Length RF2-101, 5t- -1 2 1/2 1/411 ]all RF2-104 I _-St- 1 12 1/2 114" 1811 x 206.7 o RIGI'D FRAME GROSS SECTION @ -FRAME LINE 2L' 3 4 5 SPLICE PLATE f BOLT TABLI INTERIOP, FRAME For Custom" Service issues TABLE C) please contact one of the following Mark.- . We I?epth' Neb Plate outside Flange N x Thk x Length Mark Qty' Top Dot Int Type Dia Length Width Thick Length -- Start/End Ti� Length F2_101 PF2-!102 RF2-103 10.0/15.0 0-155� 15,0/18.0 0.188 18.0/24.0 0.188: 24-0/24,0 24,0/18.0 0.188.' 165.6 22.1 203,2 .240.0 211.4 6 x 5/16" x 186.6 5 x 114" x 26.1 5 x 114"' x 196.1 5 x. 3/5" x 246,0 6 x 114" x 211.4 SP -1 SP --2 SP -3 4 4 0 A325 5/8". 2" 4 4 0 A325 5/811 211 4 .4 0 A325 3/4" 2 1/2" 611 1/2" 2�-2.1/4` .511 1/2" 2'-8 6/16" 611 5/8" 2'-2 114" �. STIFFENER TABLE x ,16a.6 Stiff Plate Size Mark Mark Width Thick Length RF2-101, 5t- -1 2 1/2 1/411 ]all RF2-104 I _-St- 1 12 1/2 114" 1811 RF2-104 18.0/18,00.250, 23.3 5 x 114" x 26.0 18.0/10.0 L 0.135 206.5 6 x 1/4" x 22q.8 12 m 4' BO � x 6/61' x ,16a.6 6 x 1/4" x 203,3 5 x 1/4" x 240.0 5 x 11.4" x 210.3 6 x 6/16" x 206.7 I I RELEASE HISTORY all DET DY: all GKp BY: GTJ -0" Out -To -Out Of Steel C-) o RIGI'D FRAME GROSS SECTION @ -FRAME LINE 2L' 3 4 5 INTERIOP, FRAME For Custom" Service issues C) please contact one of the following T JFH RTPEE BRI BROOKS. ENGWEERING SEAL ACI BUIWING SYSTEMS, LLC CONST, 101.25 HWY, 6 WEST �. I _18 M , .T I;AMW38606 PERMIT This cerdficaflon'covers parts I fabricated and delivered by the p 4PPRVL nmufact= only and excludes t-: N Cwt C) parts such as &)m, windows, No 480-14 ut foxmdation design and =don of (3 w CONST. the building. Sealed drawings U 0 8 E 1 not constitute an agreement that the`°° Ta.T 0 F PERMIT Signed engineerits aC&g & OR 9 V, S the engineer of.mord,for the overall V."re'JONA tlh J2 C%.NPPRVL protect. PR® WSSIONALENGUHIM I RELEASE HISTORY JTG DET DY: —A GKp BY: GTJ C-) ap t C) T CONST, X1 �. I PERMIT I 4PPRVL Cwt C) , REV. (3 w CONST. U 0 PERMIT A C%.NPPRVL REV. I Z NOTES MARK BY: JTG DET DY: —A GKp BY: GTJ C-) C) O �. --A Cwt C) (3 U 0 BY: JTG DET DY: JTG GKp BY: GTJ ENG BY: SLE3 CAD J013 NUMBER, B18 -376Z DWG NUMBER .E . P8 of 11 SPLICE PLATE BOLT TABLE CAP PLAT" BOLTS Qty Mark Top Bat Int Type. Pia Length Width Thick Length Mark Qty Type Dia Length. 5P-1 4 4 0 A325 5/8" 1 3/4" 5" 3/8" i'-101/4" EC -106 4 A325 5/8" 1 1/2" SP -2 .4 4 0 A325. 5/8" 11/2" 5" 1/4" 1'-101/4" EC -105 4 A325 5/8" 11/2" STIFFENER TABLE )utside Flange J x Thk x Length MEMBER TABLE Stiff 186.6 Plate Size 5x1/4"x211.0 Mark Mark Width Thick Length RF3-101 St-- 1 2 1/2 1/4" 10" RF3--102 St- 1 2 1/2' -1/4" 13 7/8" RF3-103 St- 1 2 1/2 1/4" 13 7/8" RF3-104 ,' St- 1 2 1/2 114" 10". FB104B 1 Inside Fldnge W x Thk x Length )utside Flange J x Thk x Length MEMBER TABLE 114"-x 186.6 5x1/4"x16. 5x1/4"x211.0 Web De th Web Plate 334.2 Mark Start/End 'Thi& I Length 1/4" x RF3-101 10,0/10. 0.135 187.2 This certi icadon covers parts RF3-102 14.0114.0. 0.135 95,1 -'PA l���G°C,� ars such as doors P , windows 14.0114,0 0.135 240,0 the building. Sealed drawings do, RF3-103 14,0/14.0 0.135 96.6 . ° o F� ° . m �� ° c en eer of mord for the Overall 14.0/14.0. 0,135 240.0 L- LL RF3.104 10,0/10.0 0.135. 229.6 EC -106 NaXI5 EC -105 W8x15 o O � _ FB104B 1 Inside Fldnge W x Thk x Length )utside Flange J x Thk x Length 5 x 114"-x 186.6 5x1/4"x16. 5x1/4"x211.0 C�1 5 x 1/4" x 334.2 5 x '1/4" x 336.6 5 x 1/4" x 18.0 5 x 1/4" x 229.8 FB104B 1 Inside Fldnge W x Thk x Length RELEASE HISTORY 5 x 1/4 x 169,1 5 x 1/4" x 335,1 5 x 1/4" x 335.7 5x1/4"x211.0 C�1 please contact one of the follow i is m RELEASE HISTORY c :9 END FRAME NON -EXPANDABLE for Customer Service issues C�1 fiD 20' I on I k . 1k �ao RIGID FRAME CROSS SECTION FRAN.E LINE RELEASE HISTORY END FRAME NON -EXPANDABLE for Customer Service issues please contact one of the follow i JEFF Iii 'P o V BILL.BROOKS ENGRV-JRNG SEAL ACI BUILDING SYS'rEW, L LC � 10123 HWY. G WEST � BAMVnA MS. 38606 This certi icadon covers parts CAS 8958 fabricated and delivered by the Q nmufactura only and excludes -'PA l���G°C,� ars such as doors P , windows No 48014 foundation design and erection off the building. Sealed drawings do, not. Constitute an agrWMMt that the y °. STATE OF siglld engineer is Ming as the ° o F� ° . m �� ° c en eer of mord for the Overall "h `' ° ° ` " ` "' u project. Q) L- LL PROFESSIONAL ENGINEWR �l V RELEASE HISTORY Ncnv-LO CID'0 o V � � � o � 1�- Q �m CONST. Q) L- LL �l PERMIT PPRVL o O � _ REV.- EV.CONST. CONST, CA— a O O PERMIT U� (�5 Q U rPPRVL REV. u� r - w E sW O NOTES u� u� MARK V o V � � 1�- Q �m Q) L- LL �l o O � CA— a O O U� (�5 U O ENG F3Y; _ SL -13 CAD E3Y: JTG , DET F3Y: JTG GKD 13Y: GTJ. JOEL NUMBER E318-3-762 DWG NUMBER : 'Cal EP91a f 11 Tiahtm Solts As FoliRu IIAII dwall BAI Rake Angle 1) Install molts And Tighten As Snug Tight: Rigid Frame Column #12 x 1-114" S.D. Screw w/o F.W Rafter Column . Washer @. Each Support 2) I-ooscn Bolts 1/2 Turn. � Flange Brace 3) Marr Threads At Bolt End Or Tacit Weld Nut To Bolt. (4) 5/8'. x ._" Rigid Frame Mill Column (2) 1/2" x I" A307 1=3olts pili A325 Bolts �EW Rafter See Endwall Rigid Frame 1/2" x 1" A30.7 Framing For Rafter Bolt (TY) y2" x 1" Bolt Rec{y�irements P ° Purlin \ PARAPET ARM (TYP) N N I - ° ca° BOLT, 0.5" CONNECTION ® ..o o >3Y 1.0: (TYP) PLATE 0 9 _ ® o. o '0 0 40 <�O IIAIILj�_j 0 0 ky�t . "AllEndwall Girts �. o 0 Steel ¢o �.1/2" x 1-11411A525 Line Bolts W/ Washers Mill VIEW 'A -A" Endwall Girt . Each Side /Mill EW Column 28" L CT (2) 1/2" 'x 0 A307 Bolts EW Column . �l=ndwall "A -A" 211 2" ENDWAI_IR'i' Rigid Endwall Column . VIEW See Pian rk Of Rafter Rafter Ri id Frame Rafter u�/ Fl Brace Endl_uall Column to Rigid Frame Mill Column under Rigid Frame Rafter Girts. to Mill Column G12 WALL, CrIRT TO 1�'ll!"L SECTION �pARAP�� ARl 1 TO WALL G1RT B20 ran -ie c�' Flush Condition Q ENDWALL COLUMN (BYPASS) (O Aq ��� I/2 Load or Full Load Rigid F 1/2 Load or Full Load R/F Rafter - - �rzrr roR tJD1�5, Flange Braces May Be 5oa Cievau«ro fcr i4anlcr Ivaaxi Screw lw% ' Was r Sidewall Rc Ired On Both Sides ^ ^ Favestrut Eavcstrut BAi Each Support Girt EE ROOF,Of game. See Rigid Frame W49 Em sliest WWW Fme *A Rake • OR P Cross ��• action Drawing For i/2" x 1" A307 �'- " —• � _ � �- Angle Correct .Quantity. Bolt (TYP) Corner . I/2' uxpis axle t 1/2" X 1-1/�}"avcstrut / Column c o o Rigid %z' X lyq" A325 Bolts 0 0 Frame ewe strut (tYPkal) A326 Bolts 4 4 n o 0 o Column ti ® Girt . �K� _,� _ .. ° L ®� i7 y yZ' x 1" I. Bolt Y ® (TYP) Z you 19�"„ Ficid .Copt Flange At Endwall Glrts And Lap SW Glrt Endwall And Sidewall Depth. Girts WALL GIRT TO RIGID D1(OCORNER COLUMN �•„� STRUT END O BUIL-01 '5d 0 Flange (4) V1' x I V4 A325 s u 1 u Roof 1� Brace r°P P1�a Wts w/ f� Ch Outside. 134 Iy4 � I/4 1/Au Purlin, — Flanges l�3/A�� / B�Ij race (4) V2" x 1 I/P A325 2u ./ BoM ud Nuts At Cep Pada Rigid / Rid id Frame Gusset- / Rigid Fragrrie , v n v 8vlldrg Eae strut Gusset Rigid JJJ Steel See Frame Rafter Frame -Lina Plan Column * Flange Braces May Be I/2' x 0 A307 Sidewall Cesium Column Regyired On Both Sides Bolt (TYP) Girt SEE WALL Elevation Of Frame. 'see Rigid Frame FOR LAP Section Section Eleyotion Cross Section. Drawing For Correct Quantity. Roof Purlin Flange Brace Details Sidewall Girt to lnter.ior R/F Column ESPI @ INTERIOR FRAMI; SECTION EAVESTRUT TO RIGID . FRAME Eavestrut Connection @ EW R/F Column 2 N2 �� (LawSlp) Je COLUMN (BY—PASS/N I -SIDE) J�� Bypass Condition G Condition C� Interior Rigid Frame Bypass_ 1/4-14 x i" Pancake ZFF_ a ' Column or Head S.D. w/o Washer Wall Gird (6) #12 x 1-1/4 5.D. Rafter Web EaVestrut Screws w/o Washer- J Bracer Washer 6" O.C. 6' O.C. Cable Eavestrut "q" / — HA2 Cable Wrap Flat Washer Jamb `r (Loose Clip) Eyebolt- ---Nut n u 1/2 x. 1 A307 "' - Not,,-: Do Not Cut Bolt (TYP) „ it Header (H-)\ Flange of Girt to : A "An Slot In Web (6) #12 x 1-1/4 ��.D: O W � � To Insert Screws wlo Washer t'-' Header �� Girt ,Install Header Eyebolt o O (Field .Located). ZEE .. (if. Req;d) Wall Girt ZEE w/Bracer Washers 1 (6) #12 x I-114,, 5.R Wall Girt Screws w/o Washer Column e • o O uA„ ( ) Hcader� Jamb Rafter Web Field Located J Cable Hillside Washer Wall Girt F1 Header Flat HeadxBolts p, / Flat Washer Cable Eyebolt /.-"-Nut -�L Section "A -A" Elevcition Slot In We SECTION !LEVATION b _ View "A -A" Jamb To Insert !;lavation Eyebolt Elevation Section w/Hillside Washers_ O.J2�o 1 AV1� STRUT TO RIGID FRAi"iE Wall Glrt To Jamb Jamb to Eavestrut L_8 Jamb' to ZEE Wall .Girt Header to Jamb _ (0�2 _ Cable Brace Detail K3 Low5ide Condition with Girt Header If Re aired Loose HA2 Clips Wide Fig Wide Flg;. Narrow Fig Narrow Flg Rigid Frc” Roftar 1/4' Gusset Narrow Fig N7arrow Fig I/a" PI Wide -Narrow Flg _ Fndwau Girt R/F or EW We Fig Column Narrow Wide Fig Wide Fig Fig PL -21 w% (2) kj' x 1" AW1 Bolts Narrow Fig Wide Flg Narrow Fig (6) 1/2' x 1' A307 indicator Arrows Req d. at all (Always .Point to the Wide Fig) Girt Laps WS (G,2 Section at Standard GirtLapping Narrow Fig Wide Fig Narrow Fig Narrow Fig Wide Fig Narrow. Fig Indicator Arrows Indicator Arrows (7) 1/2" x 1" A307 (Always Paint to he Hid',Flg) (8) I/2" x 11lA' A325 (Always Point to the Wide Fig) Read at all Re4d at all Purlin laps Purlin Laps Section @Standard Purlin Lapping • Section @ Ahti-Roll Clip � G6.1 For Customer Service issues, please contact one of the follo_vvig_ BU L" BRW0. ENGINEEMG SEAL Acs uU"RgG SYSTI Ms, LLC 10125 RWY", 6 W.ESi' BATHSVHIA MS. 38606 This certificatton Covers parts CA# 8958 fabricated and delivered by the P rmanu£amm only and excludes ;,��°y�° ; ... s parts such as doors, windows, foumdation design and eroctton of No 48014 ,L the building. Sealed drawings d0 not Constitute am agree1nent that the Y 3 ° STATE 0 F signed eegi = is acting as the vk\'%!'l r, � t? e engineer of record for the ovelral% ° ° °LL project RELEASE HISTORY SLB CAD BY., JTG DET BY= JTG CKD BY: GTJ Q) "' �p c7,5• LU Q 1 Q ° I N i CONST. PERMIT O PPRVL Q 6. REV. C5 cl Q. 0 CONST. W � PERMIT � Ck 4PPRVL 111 RB/, W Z V Z NOTES w lx MARK iu ENG BY: SLB CAD BY., JTG DET BY= JTG CKD BY: GTJ Q) cj O Q 6. ��- C5 cl Q. 0 W � � Q ENG BY: SLB CAD BY., JTG DET BY= JTG CKD BY: GTJ JOB NUMBER - E318--8762 DWG NUMBI=R C EP10 of 11 1: Field cut 2x4x14Ga Angie fa length. Imtall all angle braces The spreading uwsher must All, Screws are 'w/ Washers' 2' @ 8' hkrnber 2'-3�Z' All Screws are w/ Washers' e' GEE a JHCTB Cop Trim All Screws aro 'w/ Washers" 2: .Noah each axi of the cngla 3' BEFORE be installed on the first unless rated otherwise. 2-I/2' @ q' Member i'-i�' I'-18' unless noted otherwise. q'�GE! n JWGTq Cop'Trim apneas noted otherwise. 3: Field Bend, n0 p g lopped " ' ° ' 10 CEE - JHGT10 Gap Trim w/o Washers Overflow Window Installing roof Is, bolt/girt of n I condition, 36 3 @ 10 Member , � } 18,° 12' CEE A J11G712 trim w/o Washers Field Bend 3`-0" From 4: Attach aisles to eaves strut #Aurin , Insert bolt under clip crxl 24 7 , 4 , 7 , 4 7 r�A'21' 4'.@ 12' Member 1�4 10 l0 + #12x._. 5•D. (@ each Purlin) Rake Then @ 0-0" O.C. using acraws Shown. through hole in first gird (' ' ) Roof Plane then plata washer onto the 1-0 o.c. Roof Angle BA "-� bolt. Place the lap girt and Sprrcdar I/A-14x7/8 S. I- ) r ( 2' Leg Purlin tighten nut onto bolt. Washer �' @ Side Lap Sava 3� Install w=A bolt 4 I/4' -14x7/8" S.D. #12 x _" S.D. #12 x- S.D. Wall Panel Strut 2x4xi6Ga and not, (30' o.c.) (1 0 o.c.)a ry Purlin Anglo, @,base 4 Panel Lm Standard 2`-3 1/2" Girt Lap CEI: keadu• @ T1p_p�wain 4) #12 x 1 I/4' S.A. Screws4. t 41ip , Ge.i All Botts aro 1/2' x I' WJHC }kod Trim w/o Wash— (Typ each Frad) Second Lopes Gir0 21, q�' 12' 12' �Y 2" @ e". Manbcr 4'-3 " Cop Trim #1� 5,D. Perlin Girt i q 2-1/2" @ q' hkmbar 2'-i�" 2'-I�' (1-0 o.c.)� Gutter Strop a 3' @ 10' Member , , �— Sandwich Between PBR p, �,,b , , 4" @ 12" Member I��' 1'-10' ' 1'-10' 1gq d 0 I/4 -14x7/8 S.D. Nrcaeler Cao Trim 2x4xI6Ga wmsher i/2 x I A307. @ Side Lop Highs Each Panel 4' Leg (4) #12 x.1 1/4' 5.0. Screws Angle with Nut 114' 14x7/8' S.p. #12 x _'. S.D. �, Sidelap 30 o,c. #12 x _ S.D. 14 NigbJlow ho Strut � 1.owsida Shown) w/o Washers (Typ each End) First Lapped ( ) , H Top QF sidawall Girt 8 Ems Strut I Ir km1fSjl� Girts (2'-0' o.c.)- Downspout Rohit S If nccct�ray R/F or EW CEE Jamb 6' Eave Strut 6, Detail of Gutter to Downspout Attachment Section at Angle Brace Above Overhead Door Girt !..ap Bolt5 C� Column Plate PBR Wall Panel Fastener Layout Standard 4'-3 I/2" Girt lap •4C_ 1/4-14x7/8'_S,D. Standard Condition S1 Screw `Down Roof w/o Strapping G1 620.1 68,2 Ail Holts are 1/2 x I A307 Cap Trim #12 x __ S.D. a' @ Slde Lap (11-0' O.G.) S #12x_..,. S.D. XEE Girt Nota: For Clarity Of Detail, Nota: For Gldrity Of Dataii, 2" / ' Member 6'-3 ! �� Roof Insulation Is Not Ptah, Roof Insulation Is Not. S tall, 2 1/2' @ 9' Member r , r FL -22 ( ) 3'. @ to, Member 3 IV_ 3 -1�, Jamb Trim i/4-14x7/i g DD " Raof Panel 4' @ 12' Member i� 2'-10' '412- `-10' Ir " Wall I'nl @Side Lap #12 x 1-I/4 5.17. SCREW � �(PBR Shoup) � I/4-14 x 7/8' S.D. SCREW, (24' O.G.) 1/4-14 x 1/e' S.D. 5CRF➢19 (12' O.C.) ONE PER SUPPORT) Rake Trim � 3/8' MASTIC 'PBR'ROOF. PANEL Eave I/4-IAx7/8 S.D. fl/4 CLOSURE w/ 3/4' RAKE TRIM (Fl -Ib) Gutter Wher.Side Lao �t #1ZL 6. '-ZEE Girt GUTTER 5TRAP (FL -18E, 36 O.C.) BAl ROOF PURLIN I-oo.c,IC, roP # arrtoMITStandard 0-3 1/2" Girt Lo Trim SillFL-T/4-14x7/8 5.D,I/4-14 X 1/8" S,D. SCREW --- p Cap Trim Sill Trim @ 51da La(2 PER STRAP) All Bolts ora 1/2' x-IA307 p NOTE: 2' @ 8' Member 6-3 ,�See BasePetah fa actual #12 x :2 S.D. 1SCREN50 o E siuPBR' ROOF PANEL (12 O.C.)SAVE TRIM (FL -1q)- , , base cardittan. BA1 w/ 2-I/2 P q, -Member i : rI/4-14 x 1/8' S,D. SCREW— S.D. SCREW (6' OC.) Field Install Gutter , 3-1s/x 3-ITa #12 X - S,D. yip Paae1 i/4 -14x1/0 S.D, ohcat notch shown for , 0 ® Endcap After 3 @ 10 Member , , (p-0' o.c.) �@ Side tap screw attmh mt clarit onl .(12 O.G.)+ I/414 x 1/e' S.D SCREl1 Installation Of 4' @ 12' Member1�+ 2'-l0" 2-l0#12x-._ S.D. SCREN (12 OC.) y NOTE: o,c.(FL-lee)_ (12 O,C.. Gutter )SAVE: STRUT PURLIN CLIP Field installV4-14x7/e 5.D.DOWNSPOUT.(FL-31,_ Corner Box SidilFIELD-GUT TO FIT GUTTERPANFL OUTSIDE CLOSURE I Underneath Parols sill Cap Trim @side Lap WALL PANEL ENDWALL/RIGID FRAME RAFTER Rake TrimDOWNSPWT STRAP (FL -31F)—/8', 5A. SCREW (SHAPE MAY.VARY)Goer ITrim n DOWNSPOUT) '.I Fndwall _ Standard 6 -3 1/2 Purlin Lap Cap Trim at Framed 0 nin Fastener La out at Screw pawn Panel I/4-14 x 7/8' S.D. SCREW STEEL LINE Panels Gq'3 All Bolts aro 1/2' x I' A307 044 645. Heoder, Jamb, 4 5111 647.1 w/o Liner VARIES All Screws a e w/ Wasbxxs' EAVE SECTION. w/GUTTER RAKE SECTION Corner Box Connection Detail _ 3611 unless rated atherwrse. 364 - TI (SHEETED SIDI=WALL) RT (SHEETED ENDWALL) S Bete Walla 12 12 12 2, 7) 4 7 4 7 2Y An Screws we w/ Washers End Ratter #12 x _" S.D. 5GRl±WS unless noted otherwise. Eerie 5trut/Girt Girt A Girt Girt 13 Girt 1/4'-14x7/8' S.D, #12 x �" S.P. R -PANEL (30' o.c.) WA9 Girt G Zrut, Forel Leap 4 Peak TV 1a Attach strap to Bldg with (Loose Clip (Loose Clip) it Read ( Clip (Loose Clip) �6U 36' Cut 'X' at each downspout (1) 1/4- 14 x 7/8' S.D. Screws ' p location and bald tabs down aid (I) Tek 5 S.D. screw at opal wall Girt' C Girt Girt C' D Girt i' 2ya q�' 12' 12' for doumpout attacFrnent. � p u 6 PBR !/4'-14X7/8' S.D. #12 R�-PANEL (30'la Gutter w @ In�rzOgdiate Purim Reve=rse Roll P13R Wall Panel Fastener Layout Field cut downspout to Frs><rn� ng p sidewall Fra xd Qp bg @ Erxiwall Stitch Screw Downspout—match uttu bottom le. 3/8' Mastic o� Pave Strut I/4 -14x7%8 S.D.— (30 v.c.) (Wet Stde Facing Down) (3) I/4-14 z 7/8' S.D. Screws (6) #124 5,p. Screw (Cne at each side Rafter and one at front (6) #12x1YA 5.p, Screws w/o Washers �/ v w/v Wcxihers 4Irt V Downspout / Door kmb—. ut w%s' N#) Washerstpjl @ Pmel Sfdg.tgg Jamb lamb (3) Pop Rivets Downspout axi at each eldePBR Roof Panel Fastener Detail 615 and one at front.-! Section 'A° $cctjon_'A' 5ectim IE- f (@ Eche Strut) (@ Girt) Door Jan 1A1- -7. (Loose Clip) Door Jamb Elbow—Girt-�2 o Door lkoder Bend strap up at both old," of downspout aid attach .with Vxl' A307 Bolts (4) %�"�m� x I" F -Head Bolts w/ NO, (1) 1/4-14 x 7/01 S.D. screw at each *Ido. w/ Nuts per HA2 (2 @ Jamb, 2 @ Header) tial 112.1 Downs out Details overhead Door Framed opening. Details All Canditians _. For t�ustonier Service issues, please contact one of the following: Roof Panel EFF RPM Rakes Trim BELL BROOKS. Nigh Side Favc TrimAQ BUILDING SYSTEM, I Id: . F.NGINF.FICi SF.AI: 10125 HWY. 6 wast' BAMVI LE, MS. 38606 This certification covers parts c assn fabricated and delivered by the Nigh Side manufacturer only and excludes ®a9���ti .......... � '0."'�°�. Corner Box 1=ndwall ` Nigh Sidewall Panels Panels Corner Trim DETAIL. OF NIGP 51DE TRIM, CORNER 13OX, * RAKE TRIN CONNECTION parts such as doors, windows,`°U oo ,�480-14 foundation design and erection of iv o the building. Sealed drawings do not constitute an agreement that the -fc�,o STATE OF . vl signed engineer ins acting as the - ` engineer of record for the overall �� 9s'�s�(.......� proj ""}�ddl.9 RELEASE HISTORY CAD 5Y: JTG DET DY: JTG CKD ._-._A GTJ o � Lo Icl tdq i 6 m (4 CONST. -I-a --A PERMIT o -� PPRVL A a Uj C; - REV. CON5T. PERMIT C1 PPRVL w REV. in 1- z w �z NOTES [1G MARK ENG 5Y: 51_5 CAD 5Y: JTG DET DY: JTG CKD ._-._A GTJ o � Lo 6 m -I-a --A Q o -� `f A a Uj C; - o ENG 5Y: 51_5 CAD 5Y: JTG DET DY: JTG CKD BY: GTJ JOB NUMBER E318--87(2' DWG NUMBER � rLc EP11 of 11