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Home My WebLink About1451 Rinehart Rd (a)120'-8" z 201-811 STRUCTURE B 1,8105QFT .o—.—Enhit I All LOADING RINEHART S. S. ASSOCIATES LLC 1451 RINEHART, 5ANfORD5 f L 3277 I ------------ --- LOADING 5TRU CTU RE A 15T FLOOR 33,495 5QFT. SPRINKLER CONTAIN BLDG —q� UPDATE CODE GTH UPDATE C- I COVER 511EET jI 5-1-10 STRUCTURE A 3RD FLOOR FRAMING PLAN 05-24-1(5 C-2 SITE PLAN 05-24-18 5- 1 - 1 1 STRUCTURE A 3RD FLOOR FRAMING PLAN 05-24-18 C-3 ADA UNITS 05-24-18 ------------ --- LOADING 5TRU CTU RE A 15T FLOOR 33,495 5QFT. SPRINKLER CONTAIN BLDG —q� STRUCTURE C 4 6, 140 5Q FT 22 1'-4" t DUMMY STRUCTURE A 2ND FLOOR 33,495 5QFT. SPRINKLER CONTAIN BLDG DESIGN CODES USED: I=LORIDA UPDATE CODE GTH UPDATE C- I COVER 511EET 05-24-18 5-1-10 STRUCTURE A 3RD FLOOR FRAMING PLAN 05-24-1(5 C-2 SITE PLAN 05-24-18 5- 1 - 1 1 STRUCTURE A 3RD FLOOR FRAMING PLAN 05-24-18 C-3 ADA UNITS 05-24-18 5-1-12 STRUCTURE A ROOF FRAMING PLAN 05-24-18 5-0 GENERAL NOTES 05-24-16 5-1-13 STRUCTURE A ROOF FRAMING PLAN 05-24-18 5-0.1 CODE ANALY515 05-24-18 5-1-14 STRUCTURE A ROOF PLAN 05-24-18 5-0.2 ROOF ANALYSIS 05-24-18 5-1-15 STRUCTURE A INSULATION PLAN 05-24-18 5-0.3 INSULATION SPECS 05-24-18 5-1 - I G STRUCTURE A 2ND FLOOR DECK PLAN 05-24-16 5-0.4 SPECIAL INSPECTION 05-24-18 5-1-17 STRUCTURE A 3RD FLOOR DECK PLAN 05-24-18 5-0.5 SPECIAL INSPECTION 05-24-18 5-1-18 STRUCTURE A ELEVATIONS 05-24-16 5-0-G LINTEL SCHEDULE 05-24-18 5-1-19 STRUCTURE A ELEVATIONS 05-24-18 5-0.7 HEADER SCHEDULE 05-24-15 5-1-20 STRUCTURE A SECTION 05-24-18 5-0.8 ELEVATOR DETAILS 05-24-15 5-1-21 STRUCTURE A SECTION 05-24-18 5-0.9 1 STAIR DETAILS 05-24-18 5-1-22 OFFICE ENLARGED 05-24-18 5-0.10 REST ROOM DETAILS 05-24-18 5-2 STRUCTURE B PARTITION * FRAMING PLAN 05-24-18 5-0. 1 1 ROOF HATCH AND LADDER DETAILS 05-24-18 5-2-1 STRUCTURE B ROOF FRAMING � ROOF PLAN 05-24-18 5-2-2 STRUCTURE B ELEVATIONS * SECTION 05-24-16 5 -UL- I UL CODE 05-24-18 5-3 STRUCTURE C PARTITION * FRAMING PLAN 05-24-18 5 -UL- I A UL CODE 05-24-18 5-3-1 STRUCTURE C ROOF FRAMING * ROOF PLAN 05-24-15 5 -UL -2 UL CODE 05-24-18 5-3-2 STRUCTURE C ELEVATIONS * SECTION 05-24-18 5 -UL -3 UL CODE 05-24-18 5-4 STRUCTURE D PARTITION * FRAMING PLAN 05-24-18 5 -UL -3A UL CODE 05-24-18 5-4-1 STRUCTURE D ROOF FRAMING * ROOF PLAN 05-24-16 5 -UL -4 UL CODE 05-24- 18 5-4-2 STRUCTURE D ELEVATIONS * SECTION 05-24-18 5 -UL -5 UL CODE 05-24-18 SD- I TO 5D- 19 STRUCTURAL DETAILS 05-24-16 5 -UL -5A UL CODE 05-24-18 5-L5P- I LIFE SAFETY 05-24-16 545-1 BLACK IRON LAYOUT 05-24-16 5-L5P-2 LIFE SAFETY 05-24-18 5-13- 1- I BLACK IRON LAYOUT 05-24-18 5-L5P-3 LIFE SAFETY 05-24- 18 5 -BD- I - BLACK IRON DETAILS 05-24-18 S-L5P-4 LIFE SAFETY 05-24-16 5-F-0 FOUNDATION NOTES 05-24-18 5-F- I STRUCTURE A FOUNDATION PLAN 05-24-18 5-1 STRUCTURE A 15T FLOOR PARTITION PLAN 05-24-18 5-F- I - I STRUCTURE A FOUNDATION PLAN 05-24-18 5- 1 -1 STRUCTURE A 15T FLOOR PARTITION PLAN 05-24-18 5-F-2 STRUCTURE B, C �- D FOUNDATION PLANS 05-24-18 5-1-2 STRUCTURE A 15T FLOOR FRAMING PLAN 05-24-18 5 -FD- I FOUNDATION DETAILS 05-24-18 5-1-3 STRUCTURE A 15T FLOOR FRAMING PLAN 05-24-18 5 -FD -2 FOUNDATION DETAILS 05"-24- 18 5-1-4 STRUCTURE A 2ND FLOOR PARTITION PLAN 05-24-18 5 -FD -3 FOUNDATION DETAILS 05-24-15 5-1-5 STRUCTURE A 2ND FLOOR PARTITION PLAN 05-24-18 5-1 -G STRUCTURE A 2ND FLOOR FRAMING PLAN 05-24-18 E ELECTRICAL 05-24-16 5-1-7 5TRUCTURE A 2ND FLOOR FRAMING PLAN 05-24-18 M MECHANICL 05-24-16 5-1-8 STRUCTURE A 3RD FLOOR PARTITION PLAN 05-24-18 P PLUMBING 05-24-18 5-1-9 STRUCTURE A 3RD FLOOR PARTITION PLAN 05-24-16 STRUCTURE C 4 6, 140 5Q FT 22 1'-4" t DUMMY STRUCTURE A 2ND FLOOR 33,495 5QFT. SPRINKLER CONTAIN BLDG DESIGN CODES USED: I=LORIDA BUILDING CODE GTH EDITION [20171- [20171- BUILDING I=LOR1 DA BUILDING CODE GTH EDITION [201 7] - ACCE551 BI LITY DUMMY STRUCTURE A 2ND FLOOR 33,495 5QFT. SPRINKLER CONTAIN BLDG DESIGN CODES USED: I=LORIDA BUILDING CODE GTH EDITION [20171- [20171- BUILDING I=LOR1 DA BUILDING CODE GTH EDITION [201 7] - ACCE551 BI LITY DUMMY DOORS I=LOR1 DA BUILDING CODE GTH EDITION [20 1 7] - ENERGY CONSERVATION ELORI DA BUILDING CODE GTH EDITION [20 1 7] - FUEL GA5 I=LORIDA BUILDING CODE GTH EDITION [20171- MECHANICAL ELORI DA BUILDING CODE GTH EDITION [20 1 71 -PLUMBING FPAC - FL 17688.2 I=LORIDA EIRE PREVENTION CODE GTH EDITION [20 1 7] nn� FLORIDA BUILDING CODE GTH EDITION [20 1 7] AND THE NI=PA 70 2014 NATIONAL ELECTRIC CODE [N.E.C.] (FBC ADOPTED DEC. 3 1, 20 1 7) MAP Ln 15 P-4" 0 v m STRUCTURE D 4,640 5Q FT I All I STRUCTURE A 3RD FLOOR 33,495 5QFT. SPRINKLER CONTAIN BLDG DUMMY DOORS FLORIDA PRODUCT APPROVAL NUMBERS STORE FRONT WINDOWS: ROOF - STORAGE ROOF PANELS ROOF - OFFICE/ APT. MANUFACTURER - OLDCA5TLE PERIMETER PANEL MANUFACTURER - MBCI, L.P. MODEL #/ SERIES - FG -3000- SGP MODEL #/ SERIES -ULTRA DEK, FPAC - FL 17688.2 FPAC - FL 1 1819.5 zF STORE FRONT DOOR nn� 51DING PBR WALL PANEL MANUFACTURER - OLDCA5TLE MANUFACTURER - MBCI, L.P. MODEL #/ 5ERIE5 - N5-2 12 NARROW STILE ALUMINUM MODEL #/ SERIES - FW - 120 FPAC - FL 17692.2 njA FPAC - FL I 1917.4 =zpzp¢�O ROLL UP DOORS STRUCTURAL WALL MANUFACTURER - DBCI U) MANUFACTURER - MBCI, L.P. MA MODEL #/ 5ERIE5 - G90 UnOz np SOS MODEL #/.5ERIE5 - ECO-FICIENT PANEL, FPAC - FLG9G4.5 ¢ FPAC - FL 16378.4 STAIRWELL DOORS A PERMIT ISSUED SHALL BE CONSTRUIRD TO PROCEED WITH THE WORK TO BE A ND NOT AS o- MANUFACTURER - M E5 KE R LICENSE AUTHORITY TO VIOLX T E, CANCEL, ALT R CR CET Gz MODEL #/ SERI E5 - N" SERIES ASIDE ANY OF THE PROVISIONS OF THE CODE, NOR SHALL ISSUANCE A PER TECHNICAL AIT RQPVPNT pi�� vo.. FPAC - FL 1 12 18.4 THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PL % S, OFrVIOLATIONS ops 1CTION OR OF HIS CODE AUTO SLIDING DOORS MANUFACTURER - 5TANLEY VVI Lu MODEL #/ 5ERIE5 - DURA5TORM 3000 BF -IMPACT, T✓i4 �� f OS FPAC - # 16003.3 U] PERMIT # U - J -5-0s, FIN15H SCHEDULE ROLL - UP DOORS ROOF - STORAGE MpQgg �0 ROOF - OFFICE/ APT. PERIMETER PANEL TRIM DOWNSPOUTS PIEK5 * HEADERS ' COLOR SELECTIONS MUST BE ON FILE PRIOR TO RELEASING FOR FABRICATION MARKUPS # I DATE I BY I 155UE 05-07-18 1 J5V I PER MARKUP5. 2 05-24-18 1 J5V I PER MARKUP5. IREV1510N5 I I # I DATE I BY I 155UE COVER SHEET RINEHART 55 A550CIATE5 LLC 145 1 RINEHART ROAD, SANFORD, FL 32771 a �o E NSF No. 55428 ST E OF o.XZ XG0R10 F SS/o DRAWN BY DATE LEDJ 02-09-18 CHECKED BY DATE E] RMB 05-10-18 N.T.5. JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET 5-C- 1 o MpQgg �0 J UV zF U nn� ®¢ Q � K N� �5=p,_z ? njA � =zpzp¢�O w U) > W �O �� UnOz np SOS z �Ow �'��., mmn �_M ¢ ww�NZQn�=�Ju1� NAL �K��Z V mm� �d�m �p o- p�N '^inn Gz Nom ¢ Few pi�� vo.. � m� z I zNs zi;Oz> Out 0 ops Kp �u'SOm=wp �z M VVI Lu z9 q U] �o E NSF No. 55428 ST E OF o.XZ XG0R10 F SS/o DRAWN BY DATE LEDJ 02-09-18 CHECKED BY DATE E] RMB 05-10-18 N.T.5. JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET 5-C- 1 I I I I I I I I I I I I I i II / / / / / / / / / / / / / / / / / MARKUP5 DATE BY ISSUE -07-18 JSV PER MARKUPS, -24-151 J5V I PER MARKUP5. REV151ON5 # I DATE I BY I 155UE 51TE PLAN 1 RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 oW w� a 0 J Z_ Z K _ :3 ul Z cm m§F- Q UO vi O- U Un �,-/U W 0�O i gN N Q ZO liz > 6 0 IV 02Q Z U�, z _O IT O M ............% �p �\C ENs No.55428 ST E DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE N.T.5. JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET S -C-2 W U om nn N F�F� NN NN WW> z z g�pO�aZ 4PQ;n FAQ i0 IK z O 3 pp L3i2 ziz�n0 W (S) gJ a o c'$ Z JAW N5u O o� NV (j)u~�iz°� 0OUsIa �'Fk iW S �gNOzg .2 �LWD �QoQ� FU�� °QQIp�a Mam ) NoW G.=uZ - W zm CV/ M ............% �p �\C ENs No.55428 ST E DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE N.T.5. JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET S -C-2 ADA UNIT COMPLIANCE REQUIREMENT TOTAL SPACES IN FACILITY MINIMUM NUMBER OF SPACES REQUIRED TO BE ACCESSIBLE 1 TO 200 5 % BUT NO FEWER THAN 1 201 AND OVER 10 PLUS 2 % OF TOTAL NUMBER OF UNITS OVER 200 NUMBER OF ACCESSIBLE UNITS REQ. = 21 NUMBER OF ACCESSIBLE UNITS PROVIDED = 21 INDIVIDUAL SEL1= SERVICE STORAGE SPACES SHALL BE DISPERSED THROUGHOUT THE VARIOUS CLASSES OF SPACES PROVIDED WHERE MORE CLASSES OE SPACES ARE PROVIDED THAN THE NUMBER REQUIRED TO BE ACCESSIBLE. THE NUMBER Of SPACES SHALL NOT BE REQUIRED TO EXCEED THAT REQUIRED AS INDICATED ABOVE. SELF SERVICE STORAGE SPACES COMPLYING WITH SHALL NOT BE REQUIRED TO BE DISPERSED AMONG BUILDINGS IN A MULTI -BUILDING FACILITY. ADA Compliant self Storage Doors The ADA has stated that roll -up doors themselves do not have ADA guidelines. However, their installation and certain components may be subject to certain requirements. Janus International Series 650 and 750 doors comply with the ADA Standards for Accessible resign as defined in the Department of .Justice 28 CFR Part 36, Chapter 4, as revised 9115/10. i Hove many units must be ADA accessible? Accessibility Signage • Scif less than 200 units • Must be visibly placed e 10 units plus 2% if more than 200 • Dispersed among various sizes of spaces External Door pull requirements: • 48" from ground loop type nylon pull that a fist can fit into Bottom bar pull requirements: • 15"-48" from the ground when door is open • Loop at bottom that fist can fit into Optional Electric Operators Operable parts shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate operable parts shall be 5 pounds maximum outside unit Door Tensioning • 5 lbs. maximum force as it pertains to the continuous application of force necessary to fully open a door, not the initial force needed to overcome the inertia of the door. i MARKUPS # I DATE I BY IISSUE 05-07-18 1 J5V I PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUPS. REVISIONS ■ # I DATE 1 BY 1 155UE ■ ADA UNITS RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 101 GENBF�T�/: No. 55428 ST E 0. s ! DRAWN DY DATE EDJ 02-09-18 CHECKED 5Y DATE RMB 05-10-18 SCALE N.T.S. JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET 5_C_3 '6 o J '0 V�pU ,^ 10� V0u O L m 2 2 U m kmi 2N N Kg pFZ X11 �o w (i) 8 > `aw '0 J a ww oo x �Foz�oo� Z 0m' al -m Ks �z- J O�p� ,ono Cper � aou r1D� kg a�aazi�a gNizgozz N=3j �U v��gooQo O �Z3 �p w� �NN p U No W' n m far ^16 GENBF�T�/: No. 55428 ST E 0. s ! DRAWN DY DATE EDJ 02-09-18 CHECKED 5Y DATE RMB 05-10-18 SCALE N.T.S. JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET 5_C_3 GENERAL NOTE5 I . THESE PLAN5 AND THE INFORMATION CONTAINED HEREIN ARE THE PROPERTY OF SELLER/ SUBCONTRACTOR AND ARE TO BE USED SOLELY IN CONNECTION WITH ERECTION OF BUILDING SYSTEMS AND MATERIALS SOLD TO OWNER/ CONTRACTOR BY SELLER/ SUBCONTRACTOR. UNAUTHORIZED COPYING, DISCLOSURE OK OTHER UNAUTHORIZED USES ARE PROHIBITED. 2. OWNER/ CONTRACTOR 15 RESPONSIBLE TO PROVIDE SELLER/ SUBCONTRACTOR WITH APPROVED PLANS PRIOR TO FABRICATION. 3. OWNER/ CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY AND REQUIRED PERMITS, FEES, DEPOSITS, ETC. 4. THE OWNER AND/ OR CONTRACTOR SHALL REVIEW AND DETERMINE THAT ALL DIMENSIONS ARE COORDINATED AS REQUIRED WITH ALL OTHER DESIGN PROFESSIONALS' DRAWINGS AND SHOP DRAWINGS FOR PROJECT PRIOR TO FABRICATION OF MATERIALS OR THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE SELLER/ SUBCONTRACTOR AND ENGINEER OF RECORD PRIOR TO FABRICATION. 5. PRODUCTS SHIPPED TO OWNER/ CONTRACTOR SHALL BE INSPECTED IMMEDIATELY UPON ARRIVAL. G. THE SHEET LEDGES, KAINLIP5, AND MASONRY LEDGES ARE VITAL TO THE PROPER FIT OF THE STEEL CONSTRUCTION. OWNER/ CONTRACTOR SHALL FIELD VERIFY ALL TO BE AS SHOWN ON DRAWINGS. IF THEY ARE NOT IN COMPLIANCE WITH THE DRAWINGS, OWNER/ CONTRACTOR SHALL CONTACT SELLER/ SUBCONTRACTOR PRIOR TO START OF STEEL ERECTION. 7. ANY OMISSIONS AND/OR CONFLICIT5 WITH PLANS SHALL BE REPORTED TO EOR * METAL BUILDING COMPANY 50 THAT THEY CAN BE RESOLVED PRIOR TO PROCEEDING WITH WORK. 8. DO NOT SCALE DRAWINGS - IF A REQUIRED DIMENSION 15 MISSING PLEASE CONTACT THE METAL BUILDING COMPANY AND / OR ENGINEER OF RECORD. 9. NO MODIFICATIONS TO PLANS SHALL BE MADE WITHOUT THE PERMISSION OF METAL BUILDING COMPANY AND ENGINEER OF RECORD. MODIFIACATION5 REQUIRED DUE TO FIELD CONDITON5 OR OTHER CONTRACTORS OR ITEMS THAT WHICH MAY ADVERSELY AFFECT THE STRUCTURE REQUIRES WRITTEN PERMISSION (NO MODIFICATIONS TO STRUCTURAL MEMBERS 15 ALLOWED). 10. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TO BE TYPICAL OR SIMILAR UNLESS ANOTHER SECTION OR DETAIL IS REFERENCED ON THE PLANS. 1 1. SCOPE OF WORK OF METAL BUILDING COMPANY IS INDICATED IN THE CONTRACT. THE DRAWINGS REFLECT SCOPES OF WORK AS REQUIRED FOR PERMITTING OK AT THE DIRECTION OF OWNER / CONTRACTOR. 12. METAL BUILDING COMPANY DOES NOT PROVIDE A RATED CEILING IN SHAFT ENCLOSURES UNLESS 5PECIFICATED NOTED ON PLANS. 13. CONSTRUCTION DOCUMENTS WERE DESIGNED TO MEET THE REQUIREMENTS OF THE OF THE LOCAL BUILDING CODE DESIGNATED UNDER STRUCTURAL DE51GN CRITERIA. 14. ALL COMPONENTS AND CLADDING FURNISHED BY OTHERS NOT INCORPORATED IN THESE CONSTRUCTION DOCUMENTS ARE REQUIRED TO MEET THE REQUIREMENTS OF THE AND FURNISH SHOP DRAWINGS TO GOVERNING AUTHORITIES AS REQUIRED. 15. PONDING LOADS ARE NOT APPLICABLE ON SELF STORAGE BUILDINGS WHERE THE PRIMARY ROOF DRAINAGE 15 ACCOMPLISHED BY GUTTERS AND DOWNSPOUTS. SECONDARY DRAINAGE OCCURS WITH GUTTER OVERFLOW WHICH IS AT OR BELOW EAVE HEIGHT OF BLDG(5). I G. THE CONTRACTOR OK OWNER SHALL TAKE ALL NECESSARY STEPS TO PROTECT THE STRUCTURE, THE WORK PERSONS AND OTHER PEOPLE DURING CONSTRUCTION. HE SHALL SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION. 17. THE CONTRACTOR/ OWNER SHALL TAKE ALL NECESSARY STEPS TO PROTECT THE STRUCTURE, THE WORK, AND OTHER PEOPLE DURING CONSTRUCTION. IF OWNER/ CONTRACTOR PERFORMS THE ERECTION, CONTRACTOR/ OWNER SHALL SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION. 18. IF ANYTHING IN THESE DRAWINGS CONFLICTS WITH THE CONTRACT, THE TERMS OF THE CONTRACT SHALL GOVERN. 19. TEMPORARY BRACING AND SHORING OF WALLS TO PROVIDE STABILITY DURING CONSTRUCTION 15 THE RESPONSIBILITY OF THE OWNER AND/ OR CONTRACTOR U.N.O. IN CONSTRUCTION DOCUMENTS. 20. THE OWNER AND/ OR CONTRACTOR SHALL TEMPORARILY BRACE AND/ OR SHORE EXISTING AND NEW CONSTRUCTION AS REQUIRED TO ENSURE THE STRUCTURAL STABILITY IS NOT COMPROMISED IF DEMOLITION 15 INVOLVED. BRACING AND/ OK SHALL REMAIN IN PLACE UNTIL THE STRUCTURAL WORK 15 COMPLETE AND HAS BEEN INSPECTED BY A TESTING AGENCY AND 15 CERTIFIED TO BE IN SUBSTANTIAL COMPLIANCE WITH PLANS AND SPECIFICATIONS. 2 1 . EVERY REASONABLE EFFORT HAS BEEN MADE TO ENSURE COORDINATION BETWEEN THESE DRAWINGS AND THE BOUND STRUCTURAL SPECIFICATIONS. IF A DISCREPANCY 15 DISCOVERED, THE OWNER/ CONTRACTOR SHALL, IN WRITING, REQUEST A CLARIFICATION IN THE ABSENCE OF SAID REQUEST, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 22 ALL CELLS F CMU WALLS IN CLIMATE CONTROLLED BUILDING WHICH AREE FILLED WITH PEKLITE VERMICULITE OR NOT GROUTED SHALL BE LL , POLYURETHANE FOAMED -IN-PLACE AS SPECIFIED BY THE LATEST ADOPTED EDITION ON THE APPLICABLE ENERGY CONSERVATION CODE. STRUCTURAL NOTES I . TEMPORARY BRACING SHOULD BE PROVIDED TO RE515T WIND LOADING ON STRUCTURAL COMPONENTS AND STRUCTURAL ASSEMBLIES DURING ERECTION AND CONSTRUCTION PHASE. 2. NEVER ALLOW YOUR ROOF TO COME IN CONTACT WITH, OR WATER RUNOFF FROM, ANY DISSIMILAR METAL, INCLUDING, BUT NOT LIMITED TO, COPPER, LEAD, OR GRAPHITE. THI5 INCLUDES COPPER AND ARSENIC SALTS USED IN TREATED LUMBER, AND CALCIUM USED IN CONCRETE, MORTAR, AND GROUT. 3. SCOPES OF WORK BY OTHERS WH05E LATERAL LOADS WILL BE TRANSFERRED INTO STEEL MEMBER PROVIDED BY METAL BUILDING COMPANY SHALL BE TEMPORARILY BRACED BY OTHERS IN A METHOD THAT DOES NOT INTERFERE WITH ERECTION OF STEEL, UNTIL STEEL ERECTION COMPLETE. 4. THE UNCOATED MINIMUM STEEL THICKNESS OF THE COLD -FORMED PRODUCTS AS DELIVERED SHALL NOT BE LE55 THAN 95% PERCENT OF THE DE51GN THICKNESS. THICKNESS MEASUREMENTS MAY BE MADE ANYWHERE ACROSS THE WIDTH OF THE SHEET, BUT NOT CLOSER TO THE EDGES THAN THE MINIMUM DISTANCES SPECIFIED IN THE RELEVANT ASTM SPECIFICATIONS. THICKNESS AT BENDS, SUCH AS CORNERS, MAY BE LE55 THAN 95% OF DESIGN THICKNESS, DUE TO GOLD -FORMING EFFECTS, AND STILL BE ACCEPTABLE. 5. RECESSED ENTRIES AND BREEZEWAYS MUST BE RECESSED BELOW FINISHED FLOOR TO AVOID POTENTIAL WATER PROBLEMS, ROLL -UP DOORS LOCATED IN BREEZE WAY NEED TO BE INSTALLED IN RECESSED AREA. IF A CHANGE IS MADE BY OWNER/ CONTRACTOR, SELLER/ SUBCONTRACTOR MUST BE NOTIFIED IMMEDIATELY. G. ALL ERECTION, FABRICATION, WORKMANSHIP AND INSTALLATION SHALL BE IN ACCORDANCE WITH INSTALLATION PROCEDURES MANUAL AND/ OR INDUSTRY STANDARDS APPROVED BY SELLER/ SUBCONTRACTOR AND THE ENGINEER OF RECORD. ROOF SYSTEMS: MSCI OR EQUAL I . ROOFING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECS, ALONG WITH SELLER/ SUBCONTRACTOR INSTALLATION PROCEDURES MANUAL. 2. ROOF SHEETS SHOULD BE INSTALLED FROM THE LOWEST STEP-DOWN TO HIGHEST ELEVATION. INSULATION: DAY INSULATION 5UPPLY CO. OR EQUAL VINYL -BACKED IN5UALTION- BY BAY INSULATION CO. OK EQUAL. K -VALUES FOR WINTER CONDITIONS (MEAN 40 DEGREES F.): 3.0"- 0.6 LB DENSITY FIBERGLASS 3.0" = 10 3.5"- O.G LB DENSITY FIBERGLASS 3.0" = 1 1 4.0"- O.G LB DENSITY FIBERGLASS 3.0" = 13 G.O"- O.G LB DENSITY FIBERGLASS 3.0" = 19 2. POLYFOIL FIRE -RATED K -FOIL BY TVM OR EQUAL SINGLE BUBBLE K -VALUES FOR ROOF = 10 DOUBLE BUBBLE R -VALUES FOR ROOF = 10 3. INSULATION SHALL BE INSTALLED PER THE MANUFACTURER'S PUBLISHED INSTRUCTIONS. INSULATION MAY BE INSTALLED IN ONE OR MULTIPLE LAYERS TO MEET THE REQUIRED K -VALUE. FA5TENER5 AND ANCHOR5 1. THE FOLLOWING OUTLINES THE MECHANICAL ANCHORS APPROVED FOR USE ON THI5 PROJECT. A. EXPANSION ANCHORS- "KWICK BOLT 3" BY HILTI OR EQUAL. DRILL HOLE IN CONCRETE OK GROUT -FILLED CMU AND REMOVE DUST. THE MIN. HOLE DEPTH MUST EXCEED THE ANCHOR EMBEDMENT PRIOR TO TORQUING BY ONE HOLE DIAMETER. CRIVE THE ANCHOR INTO THE HOLE USING A HAMMER. A MINIMUM OF 51X THREADS MUST BE BELOW THE SURFACE OF THE FIXTURE. TIGHTEN THE NUT TO THE RECOMMENDED INSTALLATION TORQUE (7' = 40 Ib5./ft.). B. ADHESIVE ANCHORS IN CONCRETE- "HIT HY 150" BY HILTI OR EQUAL. C. ADHESIVE ANCHORS IN GKOU-FILLED BLOCK- "HIT HY 20" BY HILTI OR EQUAL. D. ADHESIVE ANCHORS IN HOLLOW BLOCK- "HIT HY 20" WITH SCREEN TUBES BY HILTI OR EQUAL. E. CONCRETE MA50NKY SCREWS- "KWIK CON II" BY HILTI OR EQUAL. F. POWDER -ACTUATED FASTENERS (PAF)- "DX" BY HILTI OR EQUAL. 2. ALL FASTENERS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. COLD FORMED STEEL: LG51 SECTIONS OR EQUAL I . COLD FORM STEEL SECTIONS SHALL CONFORM TO APPLICABLE PROVISIONS OF ASTM A572, ASTM AG07 AND/OR A5TM AG 1 1. 2. MIN. DELIVERIED THICKNESS OF COLD FORMED STEEL C5 * Z5 C�AC,F nFSI(-,N THICKNFSS FINISH 3 12 0.105 RED -OXIDE UNO ON PLANS 14 0.07 RED -OXIDE UNO ON PLANS I G 0.059 RED -OXIDE UNO ON PLANS 18 0.0448 GALVANIZED 20 0.0352 IGALVANIZED MIN. DELIVERIED THICKNESS OF COLD FORMED STEEL PIERS * HEADERS GAGE I7F9IGN THICKNFSS FINISH NOTES: INSIDE RETURN ON PIERS 15 3 1/2" TO 4", VERIFY REQUIRED DIMENSIONS FOR EXTERIOR ROLL UP DOORS. 4. LOAD-BEARING STUD TO TRACK CONNECTIONS: THE ENDS OF THE LOAD-BEARING STUDS MUST BE INSTALLED INTO THE TOP AND BOTTOM TRACKS 50 THAT THE GAP BETWEEN THE ENDS OF THE STUD AND THE WEB OF THE TRACK 15 AS SMALL AS PRACTICABLE AND IN NO CASE GREATER THAN j" AT THE TIME OF INSTALLATION. THE GAP MUST BE LESS THAN 16" AFTER THE DEAD LOAD OF THE STRUCTURE 15 IN PLACE. HOT ROLLED 5TEEL I . DE51GN OF STRUCTURAL STEEL ELEMENTS WAS COMPLETED UNDER THE REQUIREMENTS SET FORTH IN THE "MANUAL OF STEEL CONSTRUCTION - ALLOWABLE STRESS DE51GN (LATEST EDITION)" 2. MATERIAL SPECIFICATIONS: A. ALL STEEL SHALL BE DOMESTICALLY PRODUCED. B. ASTM A3G- ROLLED SHAPES, PLATES, AND BARS. C. ASTM A992- WIDE FLANGE SECTIONS. D A5TM A53, TYPE E GRADE B - PIPE. E A5TM A500 GRADE B - TUBES. F. ASTM F 1554 (A3G) - ANCHOR BOLTS, RODS, NUTS $ WASHERS. G. ASTM A 108 GRADE 101 5 THROUGH 1020, COLD FINISHED CARBON STEEL, AW5 D 1. 1, TYPE B - HEADED STUDS. H. A5TM A325, TYPE N - BOLTED STRUCTURAL CONNECTIONS. I. ASTM A307 - FOR BOLTED CONN. OF LE55 THEN 5/8" DIA. J. E70XX ELECTRODE (LOW HYDROGEN) - WELDED CONNECTIONS (U.N.O.). K. WELDED CONNECTIONS SHALL BE A MIN. OF 3/1 G" FILLET WELD ALL AROUND FOR CONNECTING MEMBERS UP TO 1/4" THICK. USE 1/4" FILLET WELD FOR ALL OTHER MEMBER THICKNESSES (U.N.O.). 3. ALL BOLTED CONNECTIONS SHALL BE "SNUG -TIGHT" AS DEFINED IN THE "SPECIFICATIONS FOR STRUCTURAL JOINTS U51NG ASTM A325 OR A490 BOLT5" BY RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RO5C.). (U.N.0.) 4. BOLTED CONNECTIONS INDICATED TO BE "SLIP -CRITICAL" (5C) SHALL BE INSTALLED, TIGHTENED, TESTED, AND INSPECTED AS OUTLINED IN THE "SPECIFICATION FOR STRUCTURAL JOINTS U51NG ASTM A325 OR A490 BOLTS" BY RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (K05C). (U. N. 0.) 5. BRACE AND MAINTAIN ALL STEEL IN ALIGNMENT UNTIL OTHER PARTS OF CONSTRUCTION NECESSARY FOR PERMANENT SUPPORT ARE COMPLETED. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY SHORING A5 REQUIRED FOR THE STABILITY OF THE STEEL FRAME UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND BUILDING 15 ENCLOSED. G. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "THE STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY. 7. GROUT FOR COLUMN BASE PLATES AND PRESET BEARING PLATES SHALL BE NON -SHRINK, NON-METALLIC GROUT. (5000p51 MIN) 8. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING AND LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOADS AND TOLERANCES. 9. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF ASTM A 123. 10. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT AREAS THAT WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1 1. BEAM TO BEAM AND BEAM TO COLUMN CONNECTIONS SHALL BE DESIGNED BY THE STEEL FABRICATOR FOR THE REACTIONS SHOWN ON THE FRAMING PLANS. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW, WHICH CLEARLY INDICATES THE ALLOWABLE LOAD CAPACITY OF EACH UNIQUE CONNECTION. WHERE REACTION 15 NOT INDICATED ON THE PLANS, THE CONNECTION SHALL BE DESIGNED FOR THE MAXIMUM SHEAR CAPACITY OF THE BEAM, FOR THE GIVEN SPAN. STRUCTURAL STEEL I . A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 2. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN STRICT CONFORMANCE WITH THE LATEST ADOPTED EDITION OF THE AI5C MANUAL. 3. DE51GN OF STRUCTURAL STEEL ELEMENTS WAS COMPLETED UNDER THE REQUIREMENTS SET FORTH IN THE "MANUAL OF STEEL CONSTRUCTION - ALLOWABLE STRESS DESIGN (LATEST EDITION)". STEEL DECKING I . THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE A151 SECTION A3, SHALL GOVERN FABRICATION OF THE SPECIFIED STEEL DECK. 2. THE MINIMUM YIELD STRENGTH OF STEEL USED, SHALL BE, 33K51 (230 MPa). 3. ALL FIELD WELDING OF DECK SHALL BE IN STRICT CONFORMANCE WITH AN5I/AW5D 1.3 STRUCTURAL WELDING CODE. 4. GALVANIZING SHALL CONFORM TO A5TM-AG53-94, STRUCTURAL QUALITY AND FEDERAL SPEC. QQ-5-775. 5. THE VALUES LISTED IN THE TABLE SHOWN BELOW IS FROM THE VULCRAFT METAL DECK PRODUCT MANUAL, AND REPRESENTS THE MINIMUM ROOF DECK SECTION PROPERTIES THAT ARE REQUIRED BY DESIGN. ROOF DECK 14 0.07 TEX-COTE FINISH APPLIED IN FIELD DE51GN THICK 1 n/ft I G 0.059 TEX-COTE FINISH APPLIED IN FIELD 5n i n3/ft E322 I G 0.055 PRE -FINISHED 0. 1 G9 O. 1 8G 18 0.0448 TEX-COTE FINISH APPLIED IN FIELD 520 NOTES: INSIDE RETURN ON PIERS 15 3 1/2" TO 4", VERIFY REQUIRED DIMENSIONS FOR EXTERIOR ROLL UP DOORS. 4. LOAD-BEARING STUD TO TRACK CONNECTIONS: THE ENDS OF THE LOAD-BEARING STUDS MUST BE INSTALLED INTO THE TOP AND BOTTOM TRACKS 50 THAT THE GAP BETWEEN THE ENDS OF THE STUD AND THE WEB OF THE TRACK 15 AS SMALL AS PRACTICABLE AND IN NO CASE GREATER THAN j" AT THE TIME OF INSTALLATION. THE GAP MUST BE LESS THAN 16" AFTER THE DEAD LOAD OF THE STRUCTURE 15 IN PLACE. HOT ROLLED 5TEEL I . DE51GN OF STRUCTURAL STEEL ELEMENTS WAS COMPLETED UNDER THE REQUIREMENTS SET FORTH IN THE "MANUAL OF STEEL CONSTRUCTION - ALLOWABLE STRESS DE51GN (LATEST EDITION)" 2. MATERIAL SPECIFICATIONS: A. ALL STEEL SHALL BE DOMESTICALLY PRODUCED. B. ASTM A3G- ROLLED SHAPES, PLATES, AND BARS. C. ASTM A992- WIDE FLANGE SECTIONS. D A5TM A53, TYPE E GRADE B - PIPE. E A5TM A500 GRADE B - TUBES. F. ASTM F 1554 (A3G) - ANCHOR BOLTS, RODS, NUTS $ WASHERS. G. ASTM A 108 GRADE 101 5 THROUGH 1020, COLD FINISHED CARBON STEEL, AW5 D 1. 1, TYPE B - HEADED STUDS. H. A5TM A325, TYPE N - BOLTED STRUCTURAL CONNECTIONS. I. ASTM A307 - FOR BOLTED CONN. OF LE55 THEN 5/8" DIA. J. E70XX ELECTRODE (LOW HYDROGEN) - WELDED CONNECTIONS (U.N.O.). K. WELDED CONNECTIONS SHALL BE A MIN. OF 3/1 G" FILLET WELD ALL AROUND FOR CONNECTING MEMBERS UP TO 1/4" THICK. USE 1/4" FILLET WELD FOR ALL OTHER MEMBER THICKNESSES (U.N.O.). 3. ALL BOLTED CONNECTIONS SHALL BE "SNUG -TIGHT" AS DEFINED IN THE "SPECIFICATIONS FOR STRUCTURAL JOINTS U51NG ASTM A325 OR A490 BOLT5" BY RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RO5C.). (U.N.0.) 4. BOLTED CONNECTIONS INDICATED TO BE "SLIP -CRITICAL" (5C) SHALL BE INSTALLED, TIGHTENED, TESTED, AND INSPECTED AS OUTLINED IN THE "SPECIFICATION FOR STRUCTURAL JOINTS U51NG ASTM A325 OR A490 BOLTS" BY RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (K05C). (U. N. 0.) 5. BRACE AND MAINTAIN ALL STEEL IN ALIGNMENT UNTIL OTHER PARTS OF CONSTRUCTION NECESSARY FOR PERMANENT SUPPORT ARE COMPLETED. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY SHORING A5 REQUIRED FOR THE STABILITY OF THE STEEL FRAME UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND BUILDING 15 ENCLOSED. G. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "THE STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY. 7. GROUT FOR COLUMN BASE PLATES AND PRESET BEARING PLATES SHALL BE NON -SHRINK, NON-METALLIC GROUT. (5000p51 MIN) 8. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING AND LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOADS AND TOLERANCES. 9. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF ASTM A 123. 10. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT AREAS THAT WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1 1. BEAM TO BEAM AND BEAM TO COLUMN CONNECTIONS SHALL BE DESIGNED BY THE STEEL FABRICATOR FOR THE REACTIONS SHOWN ON THE FRAMING PLANS. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW, WHICH CLEARLY INDICATES THE ALLOWABLE LOAD CAPACITY OF EACH UNIQUE CONNECTION. WHERE REACTION 15 NOT INDICATED ON THE PLANS, THE CONNECTION SHALL BE DESIGNED FOR THE MAXIMUM SHEAR CAPACITY OF THE BEAM, FOR THE GIVEN SPAN. STRUCTURAL STEEL I . A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 2. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN STRICT CONFORMANCE WITH THE LATEST ADOPTED EDITION OF THE AI5C MANUAL. 3. DE51GN OF STRUCTURAL STEEL ELEMENTS WAS COMPLETED UNDER THE REQUIREMENTS SET FORTH IN THE "MANUAL OF STEEL CONSTRUCTION - ALLOWABLE STRESS DESIGN (LATEST EDITION)". STEEL DECKING I . THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE A151 SECTION A3, SHALL GOVERN FABRICATION OF THE SPECIFIED STEEL DECK. 2. THE MINIMUM YIELD STRENGTH OF STEEL USED, SHALL BE, 33K51 (230 MPa). 3. ALL FIELD WELDING OF DECK SHALL BE IN STRICT CONFORMANCE WITH AN5I/AW5D 1.3 STRUCTURAL WELDING CODE. 4. GALVANIZING SHALL CONFORM TO A5TM-AG53-94, STRUCTURAL QUALITY AND FEDERAL SPEC. QQ-5-775. 5. THE VALUES LISTED IN THE TABLE SHOWN BELOW IS FROM THE VULCRAFT METAL DECK PRODUCT MANUAL, AND REPRESENTS THE MINIMUM ROOF DECK SECTION PROPERTIES THAT ARE REQUIRED BY DESIGN. ROOF DECK DECK TYPE DE51GN THICK 1 n/ft 5p in /ft 5n i n3/ft E322 0.0295 0. 1 G9 O. 1 8G 0.132 520 0.0358 0.212 0.234 0.247 1318 0.0474 0.292 0,318 0.327 G. COMPOSITE STEEL FLOOR DECK SHALL BE ATTACHED TO THE SUPPORTING STRUCTURE AS RECOMMENDED BY THE MANUFACTURER, WITH MAXIMUM SPACING NOT TO EXCEED 24" oc. 7. THE VALUES LISTED IN THE TABLE SHOWN BELOW IS FROM THE VULCKAFT METAL DECK PRODUCT MANUAL, AND REPRESENTS THE MINIMUM COMPOSITE FLOOR DECK SECTION PROPERTIES THAT ARE REQUIRED BY DESIGN. 511 9 rel 2 3 sl 5 G 7 R COMPOSITE FLOOR DECK DECK TYPE DESIGN THICK Ip 1nAt In in /ft Sp In /ft 5n In/ft 1.5VL22 0.0295 0.150 0.182 0.178 0.184 1.5VL20 0.0358 0.195 0.222 0.231 0.240 1.5VL18 0.0474 0.282 0.295 0.315 0.327 2.OVL22 0.0295 0.322 0.329 0.274 0.277 2.OVL20 0.0358 0.418 0.415 0.355 0.360 2.OVL 18 0.0474 0.557 0.2557 0.512 0.516 3.OVL22 0.0295 0.744 0.745 0.429 0.442 3.OVL20 0.0358 0.938 0.937 0.553 0.572 3.OVL 18 0.0474 1 .25 1 1 .25 I 0.795 0.803 NON -COMPOSITE STEEL FLOOR DECK SHALL BE ATTACHED TO THE SUPPORTING STRUCTURE AS RECOMMENDED BY THE MANUFACTURER, WITH MAXIMUM SPACING NOT TO EXCEED 24" oc. STEEL USED TO MANUFACTURE THE NON -COMPOSITE METAL FLOOR DECKING SHALL CONFORM TO THE REQUIREMENTS OF ASTM -AG I I GRADES C, D, OR E, OND/OR AG53-94 STRUCTURAL QUALITY. THE VALUES LISTED IN THE TABLE SHOWN BELOW IS FROM THE VULCRAfT METAL DECK PRODUCT MANUAL, AND REPRESENTS THE MINIMUM NON -COMPOSITE FLOOR DECY, SECTION PROPERTIES THAT ARE REQUIRED BY DESIGN. NON COMFO51TE FLOOR DECK DECK TYPE DESIGN THICK Ip 4 in /ft In 4 in At 5p 3 in At 5n in /ft O.GC2G 0.01 79 I O O 5 I 0.0 5 0.043 0.043 O.GC24 0.0239 1 0.019 0.01 9 0.0 57 0.05 7 O.GC22 0.0298 1 0.024 0.024 1 0070 1 0.070 MINIMUM STANDARD FOK ELEVATED FLOO K 5LA135 ALL CONCRETE SHALL HAVE THE FOLLOWING MIN. PROPERTIES: LOCATION 26 DAY SLUMP MAX STRENGTH AGGR. ELEVATED 5LA55 FORMED AND POURED 4,000 psi 4" + I" I,, ELEVATED SLABS FORMED W/ MTL DECK 4,000 p5 4" + I" I " A. SLUMP FOR RAMPS AND SLOPING SURFACES SHALL NOT EXCEED 4". B. SEE MASONRY GENERAL NOTES FOR GROUT TESTING REQUIREMENTS. C. COLD JOINTS ARE NOT RECOMMENDED - ALTHOUGH IF REQUIRED THEY SHOULD BE PLACED A MINIMUM OF 2'-0" OFF CENTERLINE OF COLUMNS. CONCRETE PROPERTIES SHALL BE VERIFIED THROUGH INDUSTRY STANDARD TESTING PROCEDURES BY A CERTIFIED TESTING AGENCY. MIN. TEST REQUIRED SHALL INCLUDE SLUMP AND CYLINDER BEAKS FOR COMPRESSIVE STRENGTH. FINDINGS SHALL BE SUBMITTED TO THE ARCH./ENG. FOR REVIEW. CONCRETE WORK SHALL CONFORM TO LATEST EDITIONS OF ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 3 18 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND AGI 3 15 DETAILS AND DETAILING OF CONCRETE REINFORCEMENT. CONCRETE MIX DE51GN SHALL MEET THE FOLLOWING CRITERIA: A. PROPOSED MIX DESIGN SHALL BE ACCORDANCE WITH ACI 301 METHOD I OR METHOD 2. B. ENTRAPPED AIR CONTENT SHALL NOT EXCEED 3%. C. ADMIXTURES U5ED TO ENTRAIN AIR ARE NOT ACCEPTABLE. D. ALL CONCRETE TO BE NORMAL WIGHT WITH A DESIGN STRENGTH AT 28 DAYS. SITE ADDED WATER 15 NOT ACCEPTABLE. ADDING WATER TO THE MIX WILL RESULT IN REJECTION OF THE RESULTS BY THE ENGINEER OF RECORD. CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF THE FOKM5 AND SHORING AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL. PLACING OF CONCRETE IN ALL REINFORCED COLUMNS AND WALLS SHALL BE IN LIFTS NOT EXCEEDING 7 1/2 FEET IN HEIGHT. CONCRETE SHALL BE PLACED THROUGH "ELEPHANT TRUNK TUBULAR CHUTES LOCATED SUCH THAT THE FREE AIR DROP OF THE MIX DOES NOT EXCEED G FEET. ALTERNATE PLACEMENT METHOD OF CONCRETE WITH OR WITHOUT ADMIXTURES SHALL NOT BE USED UNLESS APPROVED BY ENGINEER OF RECORD. THE VALUES IN THE TABLE SHOWN BELOW IS FROM THE VULCRAFT METAL DECK PRODUCT MANUAL AND REPRESENTS THE RECCOMMENDED WELDED WIRE FABRIC. DECK TYPE TOTAL SLAB DEPTH RECOMMENDED WELDED WIRE FABRIC 1.5 VL, VLI or K <= 4 3/4" G x G - W2.1 x W2.1 1.5 VL, VLIorR >43/4" GxG-W2.1 xW2.1 2VLI <= 5 1/4" G x G- W2.1 x W2.1 2VLI > 5 114" G x G- W2.1 x W2.1 3VLI <= G 1/4" G x 6- W2.1 x W2.1 3VLI > G 1/41' G x G- W2.1 x W2,1 CONCRETE WORK I . MONOLITHIC SLAB FINISHES: THE FOLLOWING REQUIREMENTS ARE BASED ON THE LATEST FLOOR FLATNESS (FF)/ FLOOR LEVELNESS (FL) VALUES/ METHODS. BIDS FOR THI5 WORK SHALL REFLECT THESE REQUIREMENTS AND ENFORCEMENT THEREOF CAN BE EXPECTED. A. NON-CRITICAL FLOOR TOLERANCE a. FLOAT -FINISH (FLT -FN) b. SPECIFIED OVERALL VALUE: FF25/FL20 C. MINIMUM LOCAL VALUE: FF25/FL20 d. APPLY FLOAT FINISH TO MONOLITHIC SLAB SURFACES THAT ARE TO RECEIVE MUD SET TILE AND OTHER THICK FINISHES, AND TO SLAB SURFACES WHICH ARE TO BE COVERED WITH WATERPROOFING MEMBRANE. B. TYPICAL CORRIDOR OK NORMAL SIZED ROOMS (I 00 -GOO 5F) a. TROWEL FINISH I (TR -FN I) I?. SPECIFIED OVERALL VALUE: FF30/FL23 c. MINIMUM LOCAL VALUE: FF25/FL20 d. APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES THAT ARE TO RECEIVE RESILIENT FLOORING, CARPET, PAINT, OR OTHER THIN FILM FINISH COATING SYSTEMS 2. ELEVATED 5LA55 SHALL HAVE A SPECIFIED OVERALL VALUE OF FF22 AND FF27 AND A MINIMUM LOCAL OF FF20 WITH NO FL NUMBER DEFINED. 3. MINIMUM THICKNESS OF SLAB ON GRADE 15 THE GREATER OF 3" OR 0.8 TIMES ANCHOR EMBEDMENT SPECIFIED IN CONSTRUCTION DOCUMENTS (ASSUMES USE OF HILTI KWIK BOLT 3). 4. CONTROL JOINTS SHOULD BE PLACED A MINIMUM 2'-0" OFF THE CENTERLINE OF COLUMNS. IF THE DISTANCE BETWEEN COLUMNS 15 LE55 THAN 4'-0" BUT GREATER THAN 2'-G" THEN PLACE AT MID -POINT OTHERWISE CONTACT ENGINEER OF RECORD. FLOOR TOLERANCE MEASUREMENTS: FLOOR FLATNESS AND LEVELNESS TESTS ON FLOOR SLABS SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN ASTM E 1 155-87, WITH THE EXCEPTION OF SUBPARAGRAPHS 7.2.3 AND 7.3.2 WHICH MAY BE WAIVED AT THE OWNER'S OPTION, AL50 Zi CALCULATION TO BE USED SHALL BE N MIN = Al 10. FLOOR TOLERANCE MEASUREMENTS SHALL BE MADE BY THE INDEPENDENT TESTING LABORATORY WITHIN 24 HOURS AFTER COMPLETION OF THE FINAL TROWELING OPERATION, AND BEFORE FORMS AND SHORES HAVE BEEN REMOVED. MEASUREMENT SHALL BE TAKEN USING A DIPSTICK AUTO -READ FLOOR PROFILER AS MANUFACTURED BY THE EDWARD W. FACE COMPANY, INC. OF NORFOLK, VA. RESULTS OF FLOOR TOLERANCE TESTS, INCLUDING A FORMAL NOTICE OF ACCEPTANCE OR REJECTION OF THE WORK, SHALL BE PROVIDED TO THE CONTRACTOR AND THE ARCHITECT WITHIN 24 HOURS AFTER DATA COLLECTION. OUT -OF -TOLERANCE WORK SHALL BE REPAIRED OR REPLACED AT THE ARCHITECT'S DISCRETION AT NO C05T TO THE OWNER. 51TE REQUIREMENT NOTES I . OWNER/ CONTRACTOR SHALL ENSURE THAT 51TE 15 STABILIZED AND MAINTAINED CURING HEAVY PRECIPITATION. 2. OWNER/ CONTRACTOR TO PROVIDE MATERIAL STORAGE AREA ON 51TE OTHER THAN BUILDING BEING ERECTED. 3. OWNER/ CONTRACTOR SHALL PROVIDE A CONSTRUCTION DUMP5TEK UNIT ON THE JOB51TE AT NO COST TO SELLER/ CONTRACTOR. 4. OWNER/ CONTRACTOR TO PROVIDE TEMPORARY POWER TO ALLOW FOR A MAXIMUM POWER LEAD RUN OF 200 FEET TO EACH STRUCTURE BEING ERECTED. 5. TEMPORARY POWER MUST MEET ALL APPLICABLE CODES AND SAFETY REQUIREMUNTS. G. OWNER/ CONTRACTOR MUST ENSURE THAT BUILDING PADS ARE BROOM CLEAN AND FREE OF DEBRIS PRIOR TO SELLER/ SUBCONTRACTOR CREW BEGINNING INSTALLATION SEQUENCE AS AGREED. 7. OWNER/ CONTRACTOR SHALL ENSURE THAT THE SITE AND ALL SIDES OF BUILDING ARE ACCE55113LE WITH EQUIPMENT AND FREE FROM ANY OBSTRUCTIONS TO DELIVERY OR ERECTION. 8, CLEANING OF MATERIALS, INCLUDING BUT NOT LIMITED TO WALL PANELS AND STRUCTURAL MATERIALS, IS NOT THE RESPONSIBILITY OF SELLER/ SUBCONTRACTOR. 9 THE OWNER/ CONTRACTOR SHALL PROPERLY PROTECT THE WORK FOR FU13LI SAFETY AND AGAINST ACCIDENTS WEATHER O ANY OTHER C S R HAZARDS WITH LIGHTS, GUARDRAILS OR BARRICADES AS APPLICABLE (INCLUDES FALL PROTECTION ON MULTI -STORY BUILDINGS). MAINTENANCE NOTES I . ROOF MAINTENANCE GUIDELINES A. WALK IN THE FLAT OF THE PANEL NEAR THE STRUCTURAL SUPPORTS. B. KEEP ROOF, GUTTERS AND DOWNSPOUTS FREE OF DEBRIS. C. INSPECT ROOF FOR DAMAGE AFTER HEAVY STORM. D. REMOVE EXCESS ICE AND SNOW ACCUMULATIONS AS NECESSARY. E. INSPECT AND RESEAL AS NECESSARY ALL ROOF CURBS AND OTHER PENETRATIONS WITH URETHANE SEALANT. F. ALWAYS GET MANUFACTURER APPROVAL BEFORE MAKING ANY MODIFICATION TO THE ROOF. WHEN PERFORMING ROOF MAINTENANCE ALWAYS TAKE THE FOLLOWING PRECAUTIONS. A. USE FALL PROTECTION AND OTHER SAFETY EQUIPMENT AS REQUIRED. B. DO NOT WALK ON THE ROOF FLASHING SUCH AS GUTTER, RAKE, HIP, OK RIDGE FLASHING. C. DO NOT WALK ON LIGHT TRANSMITTING PANELS (LTP). THEY DO NOT SUPPORT A PERSON'S WEIGHT. D. GUARD ALL LTP5 AND ROOF OPENINGS. E. STEP ONLY IN THE PANEL FLAT DIRECTLY ON OR IN CL05E PROXIMITY TO A SUPPORTING ROOF STRUCTURAL. KEY INSPECTION TIMES: A. AFTER A FIRE, VANDALISM, OR KNOWN DAMAGE TO AN ADJACENT ROOF AREA. B. EXPOSURE TO SEVERE WEATHER CONDITIONS, INCLUDING HIGH WINDS, HAIL OR ABNORMALLY HEAVY RAINS OR ICE AND SNOW. C. AFTER OTHER TRADES HAVE BEEN ON THE ROOF FOR ANY REASON, INSPECT THE ROOF FOR DAMAGE CAUSED BY WORKERS INCLUDING CHEMICAL OR SOLVENT SPILLS, SCRATCHES IN THE FINISH, EXCESSIVE ROOF TRAFFIC, AND PUNCTURES. MAKE SURE THAT ANY DEBRIS OR SCRAP LEFT BEHIND BY THE WORKERS 15 REMOVED FROM THE ROOF IMMEDIATELY. AVOID U51NG CUTOFF SAWS AND WELDING EQUIPMENT OVER THE ROOF IN CASES WHERE THI5 15 NOT POSSIBLE, THE ROOF MUST BE PROTECTED. 2. FOOT TRAFFIC: KEEP FOOT TRAFFIC TO A MINIMUM. HEAVY FOOT TRAFFIC CAN CAUSE PONDING ON LOW PITCHED ROOFS. THI5 15 A PARTICULARLY TRUE JUST ABOVE THE SAVE AND AT ENDLAP5. ALWAYS WALK IN A FLAT OF PANEL NEAR A SUPPORTING ROOF STRUCTURAL. DO NOT WALK ON TRIM OR IN GUTTERS. ON BARE GALVALUME ROOFS, EXCESSIVE FOOT TRAFFIC IS PLANNED FOR A ROOF, PROVISIONS SHOULD BE MADE FOR A PROPERLY DESIGNED AND INSTALLED ROOF WALKWAY SYSTEM. 3. DRAINAGE: KEEP ROOF FREE OF DEBRIS AND KEEP DEBRIS OUT OF GUTTER TO ALLOW WATER TO QUICKLY DRAIN FROM ROOF. DO NOT USE WOOD BLOCKING TO HOLD UP EQUIPMENT OFF PANEL SEAMS. THI5 BLOCKS THE FLOW OF WATER AND HOLDS MOISTURE. DO NOT ALLOW ROOFTOP A/C UNITS OR EVAPORATIVE COOLERS TO DRAIN ONTO THE ROOF. ANYTHING THAT TRAPS OF HOLDS MOISTURE ON A ROOF WILL CAUSE PREMATURE CORROSION. 4. P05T-ERECTION ROOF CLEANING: AFTER THE ROOF INSTALLATION 15 COMPLETE, ALL FITTINGS, SHAVINGS, ETC. FROM FASTENER INSTALLATION, ETC. SHALL BE SWEPT COMPLETELY CLEAR OF THE ROOF PANELS. IF THIS DOES NOT HAPPEN, THE MANUFACTURER WILL NOT BE RESPONSIBLE FOR ANY RESULTING CORROSION. 5. DEBRIS REMOVAL: ANY FOREIGN DEBRIS SUCH AS SAWDUST, DIRT, LEAVES, ANIMAL DROPPINGS, ETC. WILL CAUSE CORROSION OF THE ROOF, GUTTERS, TRIM, ETC. IF LEFT ON BUILDING SURFACE FOR A LONG ENOUGH TIME. THE ROOF SHOULD BE PERIODICALLY INSPECTED FOR SUCH CONDITIONS AND IF FOUND, THEY SHOULD BE RECTIFIED IN A MANNER CON515TENT WITH THESE ROOF MAINTENANCE GUIDELINES. NEVER ALLOW TREATED LUMBER OK CONCRETE/ MORTAR/ GROUT TO COME IN CONTACT WITH ROOF PANELS, ESPECIALLY GALVALUME, FOR EXTENDED PERIOD OF TIME. MAINTENANCE NOTES TERMITE PROTECTION ALL BUILDING PADS ARE TO BE PROTECTED FOR TERMITES AS REQUIRED BY GOVERNING CODE AND LOCAL JURISDICTION. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS CONSTRUCTION TYPES II -B * V -B ALL BUILDING ELEMENTS RATINGS ARE ZERO (0). FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS CONSTRUCTION TYPES II -B * V -B (ALL USE GROUPS EXCEPT H) REQUIRE A MINIMUM FIRE SEPARATION DISTANCE OF TEN (10) FEET FOR A ZERO (0) PATI NG. PERCENTAGE OF OPENINGS IN EXTERIOR WALLS BUILDINGS WH05E EXTERIOR WALL AND STRUCTURAL FRAME ARE NOT REQUIRED TO BE FIRE -RESISTANCE RATED SHALL BE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENINGS. FIRE BARRIERS/ FIRE WALLS/ STRUCTURE DESIGN W/0 SPRINKLERS STORAGE OCCUPANCIES DESIGNED WITHOUT SPRINKLER SYSTEM CANT BE MORE THAN 3 STORIES CONTAIN FIRE AREA GREATER THAN 12,000 5F, OF HAVE COMBINED FIRE AREAS GREATER THAN 24,000 5F. OUR TYPICAL DE51GN STANDARD 15 TO USE 3 HOUR FIRE BARRIERS TO DIVIDE BUILDING INTO FIRE AREAS AND FIRE WALLS TO SEPARATE LARGE STRUCTURES INTO SEPARATE BUILDING TO AVOID EXCEEDING MAXIMUM COMBINED FIRE AREAS. CORRIDOR FIRE RESISTANCE RATING IT IS THE INTENT OF DE51GN TO KEEP OCCUPANCY LOAD SERVED BY A CORRIDOR LE55 THAN OK EQUAL TO COMPLY WITH ZERO RATING IN A BUILDING WITHOUT SPRINKLERS. FIRE RATED DOOR AND HARDWARE FIRE DOORS AND FRAME SHALL BE LABELED SHOWING THE NAME OF MANUFACTURER, THE NAME OF THE THIRD -PARTY INSPECTOR AGENCY, AND THE FIRE PROTECTION RATING. ALL RATED DOORS ARE TO BE INSTALLED WITH A POSITIVE STRIKE DEVICE, AND BE SELF-CLOSING. PROTECTION RATINGS LIMITING SIZES OF WIRED GLA55 TYPE MINIMUM RATING (HOURS) VIAX. AREA (5Q. INCHES) MAX. HEIGHT (INCHES) MAX. WIDTH (INCHES) FIRE BARRIERS 3 HOUR 3 0 0 O 2 HOUR 1 1/2 100 33 10 I HOUR 1 100 33 10 RATED EXTERIOR WALLS 3 HOUR 1 112 0 0 0 2 HOUR 1 1/2 O O 0 1 HOUR 3/4 1296 54 54 FIRE PARTITIONS I HOUR 1 1/3 129G 1 54 54 HARDWARE REQUIREMENTS FOR RATED DOORS I. DOOR SHALL5ELf AUTOMATIC BE S L OR CLOSING. 2. DOORS SHALL BE PROVIDED WITH AN ACTIVE LATCH BOLT THAT WILL SECURE THE DOOR WHEN IT 15 CLOSED 3. DOOR AND FRAME SHALL BE LABELED SHOWING NAME OF MANUFACTURER AND THE THIRD -PARTY INSPECTION AGENCY. COMMON PATH OF TRAVEL IF A BUILDING'S OCCUPANCY LOAD 15 LE55 THAN 50 THEN PERSONNEL DOORS ARE ALLOWED TO SWING BOTH IN THE DIRECTION OF EGRESS AND AGAINST THE DIRECTION OF EGRESS THUS INSTALLING EXIT LIGHTS ON BOTH SIDE OF PERSONAL DOORS IN CORRIDORS WOULD MAKE THE CORRIDOR A TWO-WAY PATH VEK5U5 A 51NGLE-DIRECTION PATH. ACCESSIBLE AREA REQUIREMENTS HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPENING DEVICES SHALL HAVE A LEVER OPERATED MECHANISM. IF THE D HAS AS A CLOSER THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED 50 THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THE LATCH MEASURED TO THE LEADING EDGE OF THE DOOR. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN A DOOR SHALL BE AS FOLLOWS: EXTERIOR DOOR <= 8.5 LBF, INTERIOR DOOR < 5 LBF. REFERENCE THE DOOR DETAIL PAGE FOR DETAILS WITH REGARDS TO PROPER INSTALLATION. MARKUPS # I DATE I BY I 155UE I 105-07-181 J5V I PER MARKUPS. PTV1510N5 ■ # I DATE I BY 1 155UE 1 GENERAL NOTES RINEHART 55 ASSOCIATES LLC 145 1 RINEHART ROAD, 5ANFORD, FL 32771 01 5 Zm Q J� r �U Um U Lu O > < Q z N0 pOco z U G? ZZ - o -,to 000 jjjkIIljIjl//, /OF '( M. g ............ Fq.x O . �GEN34$' No. 55428 .o STAT OF OR1 DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE N.T.S. JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET S-0 NU 'n U1 VV� u_j w oma � ETC aN A. g V5=�ug o w a�V VO N W I- Umo I'll qqnm�� Q-1` iN�Lo�FUw � N occ w r1Dry a� =g� ggg m� �ozz 3"=zzo v-ag Z �_ 1 LEE Wo 0o f� i u.1 N O 5g �Q R �yjLrO U-1 8 CD 3 V jjjkIIljIjl//, /OF '( M. g ............ Fq.x O . �GEN34$' No. 55428 .o STAT OF OR1 DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE N.T.S. JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET S-0 STRUCTURAL DESIGN CRITERIA DESIGN PARAMETERS SOURCE: (NOTE: CHANGES IN THE DESIGN PARAMETERS COULD AFFECT STRUCTURE DESIGN AND / OR BUILDING COMPONENTS) CODES AND REFERENCES ALL WORK SHALL BE DONE IN ACCORDANCE WITH AT LEAST THE MINIMUM REQUIREMENTS OF THE APPLICABLE BUILDING CODE. THE PLANS AND SPECIFICATIONS HAVE AS WELL BEENDEVELOPED IN ACCORDANCE THERE OF. STATE JURISDICTION: FLORIDA PROJECT ZIP CODE: 32771 BUILDING CODE' 2012 INTERNATIONAL BUILDING CODE LOCAL CODE: 2017 FLORIDA BUILDING CODE (6TH EDITION) REFERENCE STANDARD: ASCE 7-10 LOAD COMBINATIONS' PER ASCE 7 DESIGN MANUALS (LATEST ADOPTED EDITIONS): AISC - MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN (ASD) AISI - NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS ACI - AMERICAN CONCRETE INSTITUTE BUILDING CODE REQ. FOR STRUCTURAL CONCRETE BUILDING CODE REQ. FOR MASONRY STRUCTURES WIND LOAD DESIGN PARAMETERS ULTIMATE DESIGN WIND SPEEDS - Vult- MPH: 140 NOMINAL DESIGN WIND SPEED - Vasd - MPH' 110 RISK CATEGORY: II EXPOSURE OF ROOF? C PROCEDURE: ANALYTICAL - METHOD 2 METHOD: LOW-RISE BUILDING & BUILDINGS - H:5 60 FT. WIND BORNE DEBRIS REGION: N/A GLAZING IN LOWER 60 FEET IN BUILDING: UNPROTECTED SNOW LOAD DESIGN PARAMETERS GROUND SNOW LOAD - Pg - PSF:" 0 EXPOSURE OF ROOF' PARTIALLY EXPOSED TERRAIN CATEGORY' B IMPORTANCE FACTOR - Is: 1 SNOW EXPOSURE FACTOR - Ce: 1 GAMMA: 14 HEATED: 0.7xCexCtxIsxPg THERMAL FACTOR - Ct 1 FLAT ROOF SNOW LOAD - Pf- PSF: 0 - HEIGHT - FEET: 0 NON -HEATED: 0.7 x Ce x Ct x Is x Pq THERMAL FACTOR - Ct 1.2 FLAT ROOF SNOW LOAD - Pf- PSF: 0 - HEIGHT - FEET: 0 FROST LINE DEPTH - FEET: 0 SOURCE: ASSUMED SEISMIC DESIGN PARAMETERS ANALYSIS PROCEDURE: SIMPLIFIED SEISMIC USE GROUP / OCCUPANCY CATEGORY: I OR II SITE CLASS' D SOURCE: ASSUMED SPECTRA RESPONSE COEFFICIENT - Ss' 0.08 SPECTRA RESPONSE COEFFICIENT - S1" 0.04 SITE COEFFICIENT - Fa: 1.60 SITE COEFFICIENTS - Fv: 2.40 SPECTRAL RESPONSE COEFFICIENT - Sds: 0.08 SPECTRAL RESPONSE COEFFICIENT - Shc: 0.06 SEISMIC DESIGN CATEGORY: A RAIN DESIGN PARAMETERS RAINFALL RATE - INCHES / HOUR: 4.5 SOURCE: ASSUMED WIND LOADS - ENCLOSED BUILDINGS METHOD 2 ANALYTICAL PROCEDURE DESIGN WIND PRESSURES ON COMPONENT & CLADDING ELEMENTS OF BUILDINGS WITH H:5 60 FT. ASSUMES NO TOPOGRAPHIC FACTORS DIRECTION FACTOR Kd IS APPLIED (0.85) GUST FACTOR EQUAL TO 0.85 STRUCTURES HAVE BEEN DESIGN WITHOUT OVERHANG, CONTRACTOR / OWNER ARE REQUIRED TO ENSURE ALL OVERHANGS ARE DESIGNED / BUILT TO RESISTING WIND PRESSURES. DESCRIPTION: SANFORD FL RISK CATEGORY: II NATURE OF OCCUPANCY (HAZ. TO HUMAN LIFE): LOW IMPORTANCE FACTOR: 1 HEIGHT ABOVE GROUND LEVEL, h - FEET: 41.5 MAXIMUM STRUCTURE ENCLOSURE CLASSIFICATION: ENCLOSED WIND ROOF TYPE: GABLE ROOFS <= 7 DEGREES & MONOSLOPE ROOFS - 3 DEGREES ROOF PITCH: <=10 DEGREES CATEGORY:I zg (feet): 900 ALPHA: 9.5 VELOCITY PRESSURE EXP. COEFFICIENTS, Kh = 2.01(h/z.,)(111"A) = 1.05 INTERNAL PRESSURE COEFFICIENTS, GCpi: 0.18 -0.18 qh = 0.00256KhKZtKdV21(Ible) = 27.69 COMPONENT AND CLADDING PRESSURES - p = gh[(GCpXGCpi)] (Ib/f2) EFFECTIVE AREAS (SF) ROOF PRESSURES 1, 2 & 3 (POSITIVE) WITH & WITHOUT OVERHANG ZONE 1 (NEGATIVE) WITHOUT OVERHANG ZONE 2 (NEGATIVE) WITHOUT OVERHANG GATIVE ) ZONE 3 (NEGATIVE) WITHOUT OVERHANG ZONE 1 (NEGATIVE) WITH OVERHANG ZONE 2 (NEGATIVE) WITH OVERHANG ZONE 3 (NEGATIVE) WITH OVERHANG WALL PRESSURES ZONE 4 & 5 (POSITIVE): ZONE 4 (NEGATIVE): ZONE 5 (NEGATIVE): 10 20 50 100 200 500 13.29 12.46 11.36 10.52 10.52 10.52 -32.68 -31.84 -30.74 -29.91 -29.91 -29.91 -54.83 -48.99 -41.28 -35.44 -35.44 -35.44 -82.52 -68.35 -49.62 -35.44 -35.44 -35.44 -52.06 -51.23 -50.12 -49.29 -43.33 -35.45 -52.06 -51.23 -50.12 -49.29 -43.33 -35.45 -82.52 -65.85 -43.81 -27.14 -27.14 -27.14 ROOF DEAD LOAD - PSF: 2.00 2.00 12.00 12.00 COLLATERAL LOAD - PSF 61 /2 6 1/2 SPECIFIED COLLATERAL LOADING IS PER INFORMATION BY OTHERS AND IN ABSENCE OF PER 6 1/2 86.57 METAL BUILDING INDUSTRY STANDARDS - CLIENT IS RESPONSIBLE TO VERIFY AND APPROVE. 0.82 0.63 10 20 50 100 200 500 29.91 28.58 26.83 25.50 25.50 25.50 -32.40 -31.07 -29.32 -28.00 -28.00 -28.00 -39.87 -37.23 -33.72 -31.07 -31.07 -31.07 MAIN WIND FORCE RESISTING SYSTEM - p - ghGC,) - gh(GCpi) (Ib/t2) ROOF PRESSURES h/L = MEAN ROOF HT. / HOR. DIM. HOR. DIST. FROM WINDWARD EDGE - FEE 0 TO h/2: h/2 TO h: h TO 2h: >2h: 0.25 0.5 1 -26.17 -26.17 -35.58 -26.17 -26.17 -21.46 -16.75 -16.75 -21.46 12.05 1 -12.05 1 -16.75 WALL PRESSURES: ROOF PITCH 10 DEGREES WINDWARD: 23.81 LEEWARD: -16.75 SIDE WALL: -21.46 PROJECT STRUCTURE(S) TOTAL SF = 112,941.91 NO:jA IB IC ID DESCRIPTION 0.00 0.00 ROOF PITCH RISE- INCHES/ FEET: 1/4 1/4 1/4 1/4 I ROOF PITCH RISE - DEGREES:j 1.19 1.19 1.19 1.19 EAVE HEIGHT - FEET ONLY: 134 9 10 9 EAVE HEIGHT -INCHES ONLY: 14 1/2 6 6 6 DISTANCE TO RIDGE OR HIGHSIDE - FEET: 80.00 15.00 21.00 31.00 MEAN ROOF HEIGHT: 134'- 41/2" F- 6" 10' - 6" R- 6" LEAST HORIZONTAL DIMENSION - FEET: 180.00 15.00 21.00 31.00 EDGE CONDITION - a - FEET: 18.00 13.00 13.00 13.10 WIDTH - FEET: 1151.33 15.00 20.00 30.66 1 LENGTH - FEET: 1221.33 120.67 350.33 151.33 ADJUSTMENT - SF: 10.00 0.00 -1,000.00 0.00 STORIES:13 1 1 1 SQUARE FOOTAGE - SF: 1100,485.03 1,810.05 16,006.60 14,640.23 LOADING WIND WIND ROOF DEAD LOAD - PSF: 2.00 2.00 12.00 12.00 COLLATERAL LOAD - PSF 61 /2 6 1/2 SPECIFIED COLLATERAL LOADING IS PER INFORMATION BY OTHERS AND IN ABSENCE OF PER 6 1/2 86.57 METAL BUILDING INDUSTRY STANDARDS - CLIENT IS RESPONSIBLE TO VERIFY AND APPROVE. 0.82 0.63 TYP. COLLATERAL LOADS IS FOR CEILING, LT. DUCTWORK, BRANCH SPRINKLERS AND 1,184.07 3,831.73 LIGHTING ONLY. INDIVIDUAL COMPONENTS WILL NOT HAVE BEEN DESIGNED FOR POINT LOADS 0.00 0.00 (SPRINKLER MAINS, GAS PIPING MAINS, HVAC UNITS, TRANSFORMERS, HEATERS, RTU'S, ETC,) 10.00 7,977.21 UNLESS NOTED OTHERWISE WITH SPECIFICS IF ATTACHED TO FLOOR/ROOF BEAMS OR DIRECT 3,831.73 11,535.37 ATTACHMENT TO COLUMNS. -33.33 -107.48 STORAGE: 12.00 2.00 2.00 2.00 CORRIDORS: 4.00 + 8.0 OFFICE: 6.00 11.5 13.5 RESIDENCE: 18.0 20.5 MIN. UNIFORMLY DISTRIBUTED LIVE LOADS - PSF 25.9 28.9 32,0 LIGHT STORAGE: 1125.00 125.00 125.00 125.00 1 OFF ICE: 100.00 100.00 100.00 100.00 RESIDENTIAL: 140.00 40.00 40.00 40.00 STAIRS AND EXIT WAYS:100.00 100.00 100.00 100.00 1ST FLOOR CORRIDORS: 1100.00 100.00 100.00 100.00 1 *CORRIDORS OTHER FLOORS = OCCUPANCY OCCUPANCY OCCUPANCY OCCUPANCY ROOFS - ORDINARY FLAT OR PITCHED: 120.00 20.00 20.00 20.00 REDUCED IN ROOF LIVE LOAD 21.3 24.3 ROOF L.L. X 11.2 - 0.05 X PITCH(MIN 4, MAX 12)]:120.00 20.00 20.00 120.00 1 ELEVATED FLOOR: 12 VLI 41/2"" CONC. 1- 9 E 1 METAL DECK AND CONCRETE: F.61 -10.9 -12.9 GOVERNING LATERAL FORCE/BASE SHEAR EFFECTIVE WEIGHT - KIPS: ADJUSTMENTS - KIPS TOTAL EFFECTIVE WEIGHT - KIPS: LONGITUDINAL: BASIC SEISMIC -FORCE RESISTING SYSTEM RESPONSE MODIFICATION COEFFICIENT - R SEISMIC DESIGN BASE SHEAR - KIPS. EFFFECTIVE WIND AREA -SF ADJUSTMENTS - SF TOTAL EFFFECTIVE WIND AREA -SF WIND DESIGN BASE SHEAR - KIPS TRANSVERSE: BASIC SEISMIC -FORCE RESISTING SYSTEM RESPONSE MODIFICATION COEFFICIENT - R SEISMIC DESIGN BASE SHEAR - KIPS EFFFECTIVE WIND AREA -SF ADJUSTMENTS - SF TOTAL EFFFECTIVE WIND AREA -SF WIND DESIGN BASE SHEAR - KIPS BASIC SEISMIC -FORCE RESISTING SYSTEM LEGEND: 2 ORDINARY REINFORCED CONCRETE 3 SPECIAL REINFORCED MASONRY 4 INTERMEDIATE REINFORCED MASONRY 5 ORDINARY REINFORCED MASONRY 6 DETAILED PLAIN MASONRY 7 STL. SYS. NOT DET. SEISMIC EXCL. COL. 8 LIGHT -FRAMED WALLS SHEATHED 9 ORDINARY PLAIN MASONRY 5,718.27 16.29 54.06 41.76 0.00 0.00 0.00 0.00 5,718.27 16.29 54.06 41.76 WIND WIND WIND WIND F8 8 8 8 61/2 61/2 61/2 61/2 86.57 0.25 0.82 0.63 5,328.19 144.84 214.38 301.20 0.00 0.00 0.00 0.00 5,328.19 144.84 214.38 301.20 150.91 -4.23 -6.20 -8.62 WIND WIND WIND WIND 8 8 8 8 61 /2 6 1/2 61/2 6 1/2 86.57 0.25 0.82 0.63 7,977.21 1,184.07 3,831.73 1,535.37 0.00 0.00 0.00 10.00 7,977.21 1,184.07 3,831.73 11,535.37 -225.11 -33.33 -107.48 -43.18 STANDARD GUTTER - 7" ROOF GUTERS AND DOWNSPOUTS OVERSIZED GUTTER - 8" GUTTER SIZE -INCHES: 8 7 7 7 MAX. SPACING OF DOWNSPOUTS - FEET: 25 30 30 30 MIN. DOWNSPOUT SIZE - SQ. INCHES: 5x6 3.5X4 3.5X4 3.5X4 NOMINAL (A5D) GARAGE DOOR ROLLING DOOR WIND LOADS FOR BUILDINGS IN EXPOSURE 11811 W/ MEAN ROOF 11EIGHT OF 30fT (P5F) WIDTH HEIGHT Vult 100 MPH 1 10 MPH 120 MPH 130 MPH 140 MPH 150 MPH 60 MF 70 V', 180 M?e 90 MPH 2CC (FT) (FT) Vnom 78 MPH 85 MPH 93 MPH 101 MPH 08 MPH 116 MPH 124 MT , 132 MPH 39 MSP" i 47 MPH 55 VFH ROOF ANGLE 0 < 10 DEGREES 1.70 40 + 8.7 10.5 12.5 14.7 17.1 19.6 22.3 25. 28.2 3 .4 34.8 8 8 1.59 9.8 -11.9 -14.2 -16.6 -19.3 -22.2 25.2 28.5 31.9 35.5 39.4 ENCLOSURE. �a + 8.4 10.2 12.1 14.2 16.5 18.9 21.5 24.3 27.3 30.4 33.7 10 I 0 -9.4 -1 1 .4 -i3.6 _I6.0 -18.5 -21.2 -24.2 -27.3 -30.G -3z -37.8 + 8.0 9.7 11.5 13.5 15.7 18.0 20.5 23.1 25.9 28.9 32,0 14 4 8.9 0.8 2.8 5.0 17.4 -20.0 22.8 25.7 2.8 .8 32.1 35.6 ROOF ANGLE > 10 DEGREES + 9.6 1.4 3.7 G. 8.5 21.3 24.3 27.6 3C.6 34.2 38.0 9 7 -10.9 -12.9 -15.5 -18.2 -20.9 -24.1 -27.5 -31.2 -34.6 -38.6 -43.0 + 9.2 10.9 3.1 5.5 7.7 20.4 23.3 26.4 29.3 32.7 36.4 16 7 10.3 2.2 -14.6 -17.2 19.7 22.7 26.0 29.4 -32.6 -36.5 4Q6 NOTES: 1 . POR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE, THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 2. VALUES SHOWN ABOVE SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY THE RELAVENT COEFFICIENT SHOWN IN THE CHART TO THE RIGHT. 3. PLUS ( + ) AND MINUS ( - ) SIGNS SIGNFY PRESSURES ACTING TOWARDS AND AWAY FROM BUILDING SURFACES. 4. VALUES SHOWN IN TABLE ABOVE ALREADY INCLUDE THE LOAD REDUCTION FACTOR OF 0. G. ADJUSTMENT FACTOR FOR BUILDING HEIGHT EXPOSURE MEAN ROOF HEIGHT (FT) EXPOSURE CATEGORY 5 C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 i .00 1.40 i .66 35 i.05 1.45 1.70 40 ;C9 i.43 � 74 45 1 . 2 1.53 1.76 50 1.!6 1.56 1.81 55 1.19 1.59 1.64 60 1.22 162 i 87 PROJECT BUILDING(S) - SUMMARY ANALYSIS OF CODE TOTAL SQUARE FOOTAGE= 112,941.91 BUILDING(S): 1 12 3 PROJECT STRUCTURE(S): A I B&C I D USE AND OCCUPANCY CLASSIFICATION [CHAPTER 3] PRIMARY OCCUPANCY GROUP: S-1 S-1 S-1 MOD.-HAZ. STOR. I MOD.-HAZ. STOR. MOD.-HAZ. STOR. SQUARE FOOTAGE (NEWAND/OR EXIST.): 1100,485.03 17,816.65 14,640.23 SECOND OCCUPANCY GROUP: 1 SQUARE FOOTAGE (NEWAND/OR EXIST.): TYPES OF CONSTRUCTION [CHAPTER 6] CONSTRUCTION TYPE: 111-B II -B ACTUAL HEIGHT - FEET: 141.50 NON-COMBUSTIBLE NON-COMBUSTIBLE NON-COMBUSTIBLE FIRE RESISTANCE RATING REQS FOR BUILDING ELEMENTS (HOURS) STRUCTURALFRAME:O EXTERIOR BEARING WALLS: FO INTERIOR BEARING WALLS: 10 EXTERIOR NON-BEARING WALLS AND PARTITIONS: 10 INTERIOR NON-BEARING WALLS AND PARTITIONS: 10 FLOOR CONSTRUCTION: 10 ROOF CONSTRUCTION: 0 FIRE -RESISTANCE RATING REQS FOR EXT. WALLS BASED ON FIRE SEP. DIST. - X (HOURS) X< 5 FEET: 12 2 2 5 FEET >= X< 10 FEET: 11 1 1 10 FEET >= X:IO 0 0 FIRE PROTECTION SYSTEMS [CHAPTER 9] SPRINKLER SYSTEM(PER NFPA13): IYES INO INO 1 SPRINKLER PIPES > 2 1/2" IF APPLICABLE TO BE SUPPORTED FROM COLUMNS NOT BEAMS U.N.O. AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT ALL BUILDINGS CONTAINING A GROUP S-1 OCCUPANCY WHERE ONE OF THE FOLLOWING CONDITIONS EXIST: 1. FIRE AREA EXCEEDS 12,000 SQUARE FEET. 2. FIRE AREA IS LOCATED MORE THAN THREE STORIES ABOVE GRADE OF PLANE. 3. COMBINED FIRE AREAS EXCEED 24,000 SQUARE FEET REQUIRED # FIRE AREAS: N/A 1.00 1.00 POTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED WITH A MINIMUM 2-A RATED EXTINGUSHER AND SHALL BE LOCATED WITH A MAXIMUM TRAVEL DISTANCE TO THE EXTINGUISHER NOT TO EXCEED 75 FEET. GENERAL BUILDING HEIGHTS AND AREAS [CHAPTER 5 ALLOWABLE HEIGHT - FEET: I NS=55; S=75 NS=55; S=75 NS=55; S=75 1 ACTUAL HEIGHT - FEET: 141.50 12.66 12.66 ALLOWABLE STORIES: 13 2 2 ACTUAL STORIES: 13 1 1 ALLOWABLE AREA PER FLOOR - At- SF: 117,500.00 17,500.00 17,500.00 TOTAL SQUARE FOOTAGE: F100,485.03 17,816.65 4,640.23 AREA MODIFICATION REQUIRED: YES NO NO FRONTAGE INCREASE - If= 77.5 100[F/P- 0.25] W/ 30:0.00% 1 BUILDING PERIMETER => 20 FEET - F - LF] N/A PERIMETER OF ENTIRE BUILDING - P - LF: 0.00143, MRI = 700 years). MINIMUM WIDTH OF PUBLIC WAY Mountainous terrain, gorges, OR OPEN SPACE - W- LF: II 167-10 AUTOMATIC SPRINKLER SYSTEM INCREASE - Is: 1300.00% 4.5 4.5 Aa = At+ (At x If) + (At x Is) - SF: 170,000.00 PER FLOOR FIRE -RESISTANCE -RATED CONSTRUCTION [CHAPTER 71 5 MAXIMUM AREA OF EXTERIOR WALL OPENINGS - MAXIMUM OPENING RESTRICTIONS SHALL BE PERMITTED TO BE UNLIMITED IF EXTERIOR LOAD BEARING ARE NOT RATED. MIXED (PRIMARY / SECOND) OCCUPANCIES: I NONSEPERATETI NONSEPERATED NONSEPERATED I REQ.SEPERATION PRIMARY OCCUPANCY - HOURS: N/A N/A N/A TRAVEL, BUT IN NO CASE MORE THAN 100 FEET APART. TYP. RATED BLDG AREAS / OPENING PROTECTION EGRESS ILLUMINATION TENANT SEPERATIONS: 1 HR. ASSEM. W/ 3/4 HR. DOOR THE MEANS OF EGRESS INCLUDING EXIT DISCARGE, SHALL BE ILLUMINATED WITH SHAFT ENCL. <= 3 STORIES: 1 HR. FIRE ASSEM. W/ 1 HR. DOOR APPROVED FIXTURES MEETING THE MINIMUM FLOOR LEVEL LIGHTING REQUIREMENT OF SHAFT ENCL. > 3 STORIES: 2 HR. FIRE ASSEM. W/ 1 1/2 HR. DOOR 1 -FOOT CANDLE AND SHALL BE PROVIDED WITH EMERGENCY BACK-UP POWER FOR A A SHAFT ENCLOSURE THAT DOES NOT EXTEND TO UNDERSIDE OF OF THE ROOF SHEATHING, DECK OR SLAB OF BUILDING SHALL BE FIRE-RESISTANT RATED SAME AS ENCLOSURE. �a ELEVATOR MECH ROOM: EQUAL TO ELEVATOR STORAGE FIRE AREAS: 3 HR. FIRE BARRIER W/ 3 HR. DOOR EXTERIOR WALL: 1 HR. ASSEM. W/ 3/4 HR. DOOR EXTERIOR WALL: 2 HR. ASSEM. W/ 1 1/2 HR. DOOR MEANS OF EGRESSCHAPTER 10 ' EGRESS[CHAPTER OCCUPANCY & EGRESS WIDTH REQUIREMENTS A PRIMARY OCCUPANCY GROSS: OCCUPANCY LOAD: MINIMUM EGRESS WIDTH STAIRS- INCHES: MINIMUM EGRESS WIDTH OTHER - INCHES: SECONDARY OCCUPANCY GROSS: OCCUPANCY LOAD: MINIMUM EGRESS WIDTH STAIRS - INCHES: MINIMUM EGRESS WIDTH OTHER - INCHES: TOTAL OCCUPANCY LOAD: 500 500 500 1 201 16 10 40.2 N/A N/A 30.15 3.2 2 100 75 75 77.5 DOOR ENCROACHMENT CALCULATIONS interpolation between contours. DOORS OPENING INTO THE PATH OF EGRESS TRAVEL SHALL NOT REDUCE THE REQ. N/A N/A 0.00143, MRI = 700 years). SHALL NOT PROJECT MORE THAN 7 INCHES INTO THE REQUIRED WIDTH. Mountainous terrain, gorges, 201 ✓ 167-10 3 FEET DOOR: CORRIDOR WIDTHS / RATINGS & EGRESS REQUIREMENTS MAX. OCCUPANT CAPACITY FOR A CORRIDOR: REQUIRED CORRIDOR WIDTH -INCHES: CORRIDOR FIRE RATING- HOURS: REQUIRED DOOR SWING: COMMON PATH OF TRAVEL - FEET: X<=30 X<=30 X-30 36 36 36 0 0 0 EITHER DIR. EITHER DIR. EITHER DIR. 100 75 75 IF OCCUPANT CAPACITY OF A COORIDOR IS <= 50 THEN CAN BE USED FOR EGRESS IN 10 -year MRI BOTH DIRECTIONS AND NOT PART OF COMMON PATH OF TRAVEL BUT REQUIRES EXIT 25 -year MRI SIGNS TO BE POSTED ON BOTH SIDES OF DOORS THAT EXIST IN CORRIDOR. 50 -year MRI MAX. EXIT ACCESS TRAVEL DISTANCE - FEET:250 200 200 MAXIMUM OVERALL DIAGONAL DIMENSION - FEET: 269 351 155 MIN. DIST. APART OF EXIT DOORS - FEET: 89.66666667 175.5 77.5 DOOR ENCROACHMENT CALCULATIONS interpolation between contours. DOORS OPENING INTO THE PATH OF EGRESS TRAVEL SHALL NOT REDUCE THE REQ. correspond to approximately WIDTH TO < 50% DURING THE COARSE OF THE SWING. WHEN FULLY OPEN, THE DOOR 0.00143, MRI = 700 years). SHALL NOT PROJECT MORE THAN 7 INCHES INTO THE REQUIRED WIDTH. Mountainous terrain, gorges, MIN. CORRIDOR WIDTH REQ. - FEET conditions. 3 FEET DOOR: 4.5 4.5 4.5 3 FEET 6" DOOR: 5 5 5 4 FEET DOOR: 5.5 5.5 5.5 EXIT SIGNS pt�V =g� SIGNS SHALL BE INSTALLED SO AS TO BE VISIBLE FROM ANY DIRECTION OF EGRESS ku TRAVEL, BUT IN NO CASE MORE THAN 100 FEET APART. EGRESS ILLUMINATION 7L THE MEANS OF EGRESS INCLUDING EXIT DISCARGE, SHALL BE ILLUMINATED WITH V �H Q, In APPROVED FIXTURES MEETING THE MINIMUM FLOOR LEVEL LIGHTING REQUIREMENT OF 1 -FOOT CANDLE AND SHALL BE PROVIDED WITH EMERGENCY BACK-UP POWER FOR A owoo MINIMUM DURATION OF 90 MINUTES. C C' Address: 1451 Rinehart Rd Sanford, Florida 32771 ASCE 7 Hazards Report Standard: ASCE/SEI 7-10 Elevation: 49.85 ft (NAVD 88) Risk Category: 11 Latitude: 28.79971 Soil Class: D -Stiff Sail Longitude: -81.331115 Results: Wind Speed: 134 Vmph 10 -year MRI 79 Vmph 25 -year MRI 93 Vmph 50 -year MRI 102 Vmph 100 -year MRI 112 Vmph Data Source: ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC -1 -CC -4, incorporating errata of S, March 12, 2014 Date Accessed: Wed May 09 2018 Value provided is 3 -second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). PGA: Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. PGA M : St, s ray a, h 4arcftool c :reef Page: 1 of 6 Wed May 09 2018 Seismic Site Soil Class: D - Stiff Soil °Op Results: LU '8 ^mom UVU MIT Ss : 0.080 SM 0.085 S, 0.040 Sol : 0.064 F � 1.600 TL : 8.000 F, 2.400 PGA: 0:038 SMS 0:128 PGA M : 0 061 SMI : 0.096 F poA 1.600 E Eg 1 Seismic Design Category A MCEa Response Spectrum Design Response Spectrum x F t 0 018 I'll, 07 g A Ci 06 E ryry ff'' 3 4 bt? 004 s 00 T . vy .. ` v � .'a. ,�- r*.. °� n" A. �' .c. '` �b• 'v"� �y`" Z air G � i. � �' 'v: '� �� ..-s-� �� v el' Sa(g) vs T(s) Sa(g) vs T(s) Data Accessed: Wed May 09 2018 Date Source: USGS Seismic Design Maps based on ASCEISEI 7-10, incorporating Supplement 1 and errata of March 31, 2013, and ASCEFSEI 7-10 Table 1.5 -2 - Additional data for site-specific ground motion procedures in accordance with ASCE/SE17-10 Ch. 21 are available from USGS. 1`tt. /// 5ce,azardtgglotijiiiel Page 2 of 6 Wed May 09 2018 MARKUPS # I DATE I BY I I551JE I 05-07-18 1 J5V I PER MARKUP5. 2 05-24-18 1 J5V I PER MARKUP5. REVISIONS # DATE I BY I 1551JE CODE ANALYSIS RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 0w LU o�i n- a� �Z zR �5 U U ~ Z g� Z I� 00 u �p �\CENs No.55428 _ .o ST O G �. Z1' SSiO... 1. N \\\\\ 11111110 1 ,1 DRAWN BY I DATE EDJ 02-09-18 CHECKED BY DATE RMB 1 05-10-18 SCALE N.T.S. JOB NUMBER 2035 FILE NAME 2035-5TK.DWG SHEET S01 �oQ� °Op LU '8 ^mom UVU MIT �N U moo® kma �N m3,�C2VEE o�gr°ti zk'� i �002�' o8�ow� NW oaa Wuui�z��n8ti1 E G�Op°o�ou, pt�V =g� ntDl� gg ku N�a< u'Kd� lu 7L fW V �H Q, In 0mz jo° owoo 0 1 ;q �a CD Nw� �p �\CENs No.55428 _ .o ST O G �. Z1' SSiO... 1. N \\\\\ 11111110 1 ,1 DRAWN BY I DATE EDJ 02-09-18 CHECKED BY DATE RMB 1 05-10-18 SCALE N.T.S. JOB NUMBER 2035 FILE NAME 2035-5TK.DWG SHEET S01 ROOF SYSTEMS ANALYSIS NOTE: CALCULATION CONSIDER A MAXIMUM DEFLECTION OF U180 DESCRIPTION: SANFORD LIVE UPLIFT LOAD CAPACITY CAPACITY - PSF - PSF ULTIMATE DESIGN WIND SPEEDS - Vult - MPH: 140 1.02 18.88 NOMINAL DESIGN WIND SPEED - Vasd - MPH: 110 -29.91 -54.83 -48.99 -41.28 -35.44 -35.44 EXPOSURE OF ROOF: C 37.88 73.4 NATURE OF OCCUPANCY (HAZ. TO HUMAN LIFE): LOW OK 24" 24GA LID RISK CATEGOR 'I 88.6 1 IMPORTANCE FACTOR: 1 24" 24GA UD CLIPS 1.23 HEIGHT ABOVE GROUND LEVEL, h - FEET: 41.5 OK OK STRUCTURE ENCLOSURE CLASSIFICATION: ENCLOSED 1.56 WIND ROOF TYPE: GABLE ROOFS <-- 7 DEGREES & MONOSLOPE ROOFS <-- 3 DEGREES ROOF SHEET LENGTH - FEET: 64 2 24" 22GA UD CLIPS ROOF SPAN - FEET: 5 124.1 OK CONCEALED CLIPS IF APP. NEED TO BE SPAN TYPE: 4 -SPAN 1.32 27.2 SECURED TO RF. BEAMS BY TWO SCREWS ROOF LIVE LOAD - PSF: 20 2 18" 24GA UD CLIPS SO THE CLIPS PROVIDES SOME DISCRETE ROOF SNOW LOAD - PSF: 0 OK OK BRACING TO ROOF BEAM AS REQUIRED ROOFING SYSTEM: MBCI SELF WT. PSF LIVE UPLIFT LOAD CAPACITY CAPACITY - PSF - PSF EFFECTIVE AREA BY ZONE: ZONE 1 ZONE 2 ZONE 3 24" 26GA UD 1.02 18.88 73.4 -32.68 -31.84 -30.74 -29.91 -29.91 -29.91 -54.83 -48.99 -41.28 -35.44 -35.44 24" 26GA UD CLIPS 1.02 37.88 73.4 OK OK OK 24" 24GA LID 1.23 25.99 88.6 1 24" 2GGA UD WITH EXTERNAL WIND CLAMPS N/A 24" 24GA UD CLIPS 1.23 44.09 88.6 OK OK OK 24" 22GA UD 1.56 30.29 124.1 OK 1 2 24" 22GA UD CLIPS 1.56 50.09 124.1 OK OK OK 18" 24GA U D 1.32 27.2 118.7 24" 22GA UD 2 2 18" 24GA UD CLIPS 1.32 48.86 118.7 OK OK OK 18" 22GA UD 1.66 38.06 165.9 OK OK OK 18" 22GA UD CLIPS 1.66 67.79 165.9 OK OK OK 12" 24GA U D 1.48 53.48 143.5 OK OK OK 12" 22GA UD 1.86 79.86 208.6 OK OK OK 24" 24GA DL 1.23 42.07 92.2 OK OK OK 18" 24GA LOKSEAM 1.25 N/A 2 2 1 N/A 18" 22GA LOKSEAM 1.6 12" 24GA LID 2 2 2 1 16" 24GA LOKSEAM 1.34 1 1 12" 22GA UD N/A 2 16" 22GA LOKSEAM 1.71 1 2 2 1 12" 24GA LOKSEAM 1.41 12" 22GA LOKSEAM 1.81 26GA PBR SD 0.94 41.6 40.9 OK OK OK 24GA PBR SD 1 1.14 1 48.5 1 48.1 1 OK I OK I OK 1. "OK" INDICATES ROOFING SYSTEM MEETS OR EXCEEDING THE LOADING CONDITIONS FOR THE PROJECT (ACTUAL WIND LOAD + SELF WEIGHT ROOF) I UPLIFT CAPACITY <= 1.05 MAX(ROOF LIVE LOAD,ROOF SNOW LOAD)1 LIVE LOAD CAPACITY <=1.05 2. STRUCTURES HAVE BEEN DESIGN WITHOUT OVERHANG, CONTRACTOR I OWNER ARE REQUIRED TO ENSURE ALL OVERHANGS 3. MAXIMUM SPAN LENGTH FOR LOKSEAM ROOF IS 4' SPAN 4. LEGEND: UD = ULTRA DEK, SD = SCREW DOWN 5. ASSUMPTION: ALL OVERHANGS ARE DESIGNED 1 BUILT TO RESISTING WIND PRESSURES. CATEGORY:I zg (feet): 900 ALPHA: 9.5 VEL. PRESSURE EXP. COEF.'S, Kh = 2.01(h/zg)I2/AEP"AI= 1.05 INT. PRESSURE COEFFICIENTS, GCpi: 0.18 -0.18 qh = 0.00256KhKZtKdV21- PSF = 27.69 COMPONENT AND CLADDING PRESSURES - p = gh[(GCp)-(GCpi)] (Ib/ft2) Effective Areas (sf) ROOF PRESSURES 10 20 50 100 200 500 ZONE 1,2&3(POS.)W/ & W/O ZONE 1 (NEGATIVE) W/O ZONE 2 (NEGATIVE) W/O ZONE 3 (NEGATIVE) W/O ZONE 1 (NEGATIVE) WITH ZONE 2 (NEGATIVE) WITH ZONE 3 (NEGATIVE) WITH OVERHANG OVERHANG OVERHANG OVERHANG OVERHANG OVERHANG OVERHANG 13.29 12.46 11.36 10.52 10.52 10.52 -32.68 -31.84 -30.74 -29.91 -29.91 -29.91 -54.83 -48.99 -41.28 -35.44 -35.44 -35.44 -82.52 -68.35 -49.62 -35.44 -35.44 -35.44 -52.06 -51.23 -50.12 -49.29 -43.33 -35.45 -52.06 -51.23 -50.12 -49.29 -43.33 -35.45 -82.52 -65.85 -43.81 -27.14 -27.14 -27.14 inv11VQwrL� rxvvrro v _ j 24" 24GA DL ZONE 1 p, ' rZONE 2SIDE WALL ,4I ZONE 2 END WALL 24" 24GA DL ZONE 3 URLIN SPACING - FT.: 5 STR S LEAST HOR. DIMENSION - FT. EDGE COND. a FT. �� `_��: • NO SPECIAL REQ. # ROWS W/ CLIPS NO SPECI"REQ. A 80 8 0 PER SIDE B 15 3 0 PER SIDE C 20 3 0 PER SIDE D 30 3 0 PER SIDE 1 1 24" 2GGA UD WITH EXTERNAL WIND CLAMPS N/A 2 2 1 1 2 2 1 24" 24GA UD 2 2 1 1 1 2 1 1 24" 24GA UD WITH EXTERNAL WIND CLAMPS N/A 2 2 # ROOF PANS - REFERS TO ROOFING SYSTEM BY VARIOUS WIDTHS (24",18"112") KNOWN AS PANS PER END OF BLDG # EXT. CLIPS - REFERS TO THE NUMBER OF EXTERNAL ROOF CLIPS PER PURLIN PER END IF APPLICABLE # PANS / # CLIPS - OUTPUTS ROOF PANS PER END OF BUILDING / EXT. CLIP COUNT IS PER PURLIN # ROWS W/ CLIPS - REFERS TO THE NUMBER OF PURLINS ROWS FROM SIDE WALL THAT REQ. EXT. WIND CLIPS. (THEY ARE LOCATED OVER CONCEALED ROOF CLIPS - TYP. ALONG PURLIN SP. AT A DIST. EQ. TO WIDTH ROOF PANS.) UAtil-t KUUI-, U 5 1- ZONE 1 ZONE 2 SIDE WALL ZONE 2 END WALL ZONE 3 'URLIN SPACING - FT.: 5 STR(S) LEAST HOR. DIMENSION - FT. EDGEc COND. a - FT. Y . �;_.. • NO SPECIAL REQ. # ROWS W/ CLIPS NO SPECIAL REQ. A 80 8 0 PER SIDE B 15 3 0 PER SIDE C 20 3 0 PER SIDE D 30 3 0 PER SIDE TYPICAL ULTRA DEK ROOFING SYSTEM FIRE WALLS GAUGE OF ROOF BEAM - 5 FEET O.C. (SEE ELEVATIONS FOR ROOFING SYSTEM BY STRUCTURE) LOAD BEARING NON -LOAD BEARING 18 1G 20 18 IG IG 14 12 24" 2GGA UD 2 1 1 1 1 1 1 1 24" 2GGA UD WITH EXTERNAL WIND CLAMPS N/A 2 2 1 1 2 2 1 24" 24GA UD 2 2 1 1 1 2 1 1 24" 24GA UD WITH EXTERNAL WIND CLAMPS N/A 2 2 1 1 2 2 1 24" 22GA UD 2 2 2 1 1 2 2 1 24" 22GA UD WITH EXTERNAL WIND CLAMPS N/A N/A 2 2 1 N/A 2 2 18" 24GA UD 2 1 1 1 1 1 1 1 18" 24GA UD WITH EXTERNAL WIND CLAMPS N/A 2 2 1 1 2 2 1 18" 22GA UD 2 2 2 1 1 2 1 1 18" 22GA UD WITH EXTERNAL WIND CLAMPS N/A N/A 2 2 1 N/A 2 2 12" 24GA LID 2 2 2 1 1 2 1 1 12" 22GA UD N/A 2 1 2 1 1 2 2 1 Figure 6-11 B I External Pressure Coefficients, Enclosed, Partially Enclosed Buildings�- n' �J-.\2 I I I 1.19 Q375 I I I I I /1I I I (1J i 1 1 I I ice; I I I I I 35B 0875 I I I h <_ 60 ft. Gable Roofs 0<_ 70 Also used for Monoslope Roofs less than or equal to 3 degrees 0 �- k GENERAL NOTES 1E) DIMENSIONS INDICATE THE WIDTH OF ROOF ZONES. NUMBERS IN DIAGRAMS TO RIGHT INDICATE ROOF ZONES AND CORRELATE TO COMPONENT PRESSURES FOUND ON SHEET 5-0.1 OF CONSTRUCTION DOCUMENTS. ® 24" WIDE DOUBLE LOK STANDING SEAM ROOFING SYSTEM. IF A ROOFING SYSTEM OTHER THAN ULTRA DEK IS USED IT WILL BE NOTED. EXTERNAL ROOF CLIPS. REFERENCE ROOF PLANS THIS PAGE FOR THE LOCATIONS IF APPLICABLE. PURLIN'5 5-5 WIND CLAMP (ALWAYS INSTALLED OVER CONCEALED ROOF CLIPS) SET SCREW ROOFING SYSTEM CONCEALED ROOF CLIP 114-14 T/3 ULTRA Z SELF DRILLING FA5TNER' (SEE TABLE ON THI5 PAGE FOR QUANITITY) "SET SCREWS FOR 5-5 CAMPS SHALL BE TENSIONED PER MANUFACTURERS RECOMMENDATIONS FOR THE ROOF GAUGE SPECIFIED ON THE CONTRACT DOCUMENTS AND SHALL BE VERIFIED U51NG GENERAL NOTES A CALIBRATED TORQUE WRENCH." a. DIMENSIONS INDICATE THE WIDTH OF ROOF ZONES I?. CONCEALED ROOF CLIPS ARE GENEARLLY ATTATCHED TO ROOF BEAMS (PURLINS) AND SPACED AT A DISTANCE EQUAL TO WIDTH OF ROOF SYSTEM PLAN (REF CONSTRUCTION DOCUMENT) R 0CF PrrCH TSE F1SEfin t) OM 02a) 1.19 Q375 1.79 QSOD 239 0625 29B Q75D 35B 0875 417 1.000 476 1.125 51535 12D 595 1.375 654 1.5M 7.13 1.625 7.71 1.75D 830 1.875 88B 200D 940- 462125 2125 1Q04 2250 1Q62 2375 11.2D 2500 11.77 2625 1234 275D 1291 2875 1347 3000 1403 3125 14.60 325) 1515 3375 1571 35ID 1626 3E25 1681 3750 17.35 3875 1790 4000 1843 4125 1837 4250 195D 4375 MOB 45M 2Q5B 4625 21.08 4750 21.60 4875 2211 5000 2262 5125 2313 525D 2363 5375 24.13 550D 240 5625 2511 57.0 256 5875 2603 600D M57 MARKUPS # I DATE I BY I 155UE I 05-07-18 1 J5V I PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUP5. REVISIONS DATE ROOF ANALY515 RINEHART SS ASSOCIATES LLC 145 1 RINEHART ROAD, 5ANFORD, FL 32771 LE 5 Zm CD -it U [D J -/U LU Q�o > �N Q ZO >�� oo� Z U 67 Z -O 0 DRAWN BY DATE EDJ 02-09-18 CHECKED BY _DATE RMB 05-10-18 N.T.S. JOB NUMBER _ 2035 PILE NAME 2035-5TR.DWG SHEET S-0-2 08 J O� N� V0 UVUVi �� oF�o�z ILJ �® ami NN u^wS�o�zkaz O q 2 ,� izi9i0ap 3 ��aJQUp Up LU LU9�� Www �o a 'Nw j� ro'n �0 � o�tW�'n�dti Iz N1 o��jU1U Z �mm fou o C� N.>,¢aa"-' �d Z dwu NZ aYp � p NV s�VrzN52z Homo >o �u�110 O U nw$ ow Iva NN�� O d E Baa DRAWN BY DATE EDJ 02-09-18 CHECKED BY _DATE RMB 05-10-18 N.T.S. JOB NUMBER _ 2035 PILE NAME 2035-5TR.DWG SHEET S-0-2 SheetWA Metal Building Insulation 202-,,1\C)K PRODUCT DESCRIPTION i , I„ �� ' �� CertainTeed Iv1 etal Buil ding E ricks e, CertainTeed FberGlass NiaUBuilding F'rl�tiuc _�Lrn�' lrisuktion242-96 Insulation 202-% isa flexible blariluet insulation r i .rluta.cll Tai CertainTeed Corporation furnished in iollsand intended to be Vaminatedon Absorption Coefficients @ Octave Band Frequencies (Hz) one side with a suitable vapor retarder. It is used as „ dre W P.O. Bax 860 a thermal and awulicaJirsulation in the m- l'sard Valley Forge, PA19482-0105 sidaNall�of pre-engire ered metal buildingsand Phone 610-341-7000 800-'233-899[1 postfrarreconstruction. CERTIFICATIONS Meets all criteria Fay 610-341-7571 Rtw. h IufWtal Building Insulation 202-% o s� reduces transmissionof exte rior so und to the V!rabsite www. certainteed.comlinsuIation interbr of the building and absorts r6�erberatirlg sounds within the build ing. 0.39 r1.91 01 0.93 TECHNICAL DATA 1:tlrttpet itinrr JMall Theprod uctiscompose doftan, uniformNtextured, inorganic fibrous 13 4 111 glass and formed with aformaldehyde-free binding agent. jAk�tge 8 : vt > 0'9i 0.95 Pilules BuiMIng Codes. This product Is designed for use in interior{A"herprrotest d veb and roofsof 0.67 1.05 1 02 0.92 pre-engineered metal buildings. ItshouId be. laminated on afirst-in, first -out basis and should be. lept - ICC dry at all times during processing and end use. After lamination, packaging should not exceed a5.5:1 rutaterbJ Standards: compression ratio. For additional information, please refer to the appendix of the NAIMA 202-6 ?Rev. -,ASTM C991, Type I 2C001 standard. - NANA 202 -%- (Rev. 2faC}:)j Standard available sizes as noted in table below. Contact CertairiTeed for non-standard sues t r . IIf IAELATIO11 THERr,1.ALPERFORh1ANCE + Fire Hazard Classification: T he vapor retarder on Wtal Building No n ma I Th r:l, ne:z;s- F 'traltx UL 723, AS M Eft, N FPA 255 ft. Fame _+plead Irder215 Insulation 20+2�96should be irstallerd bowald ( PrF-La n'1 Nlax.Smole EH'"ebped Index: I -K) theoonditioned spaces in the building. The in. rm7 R RSI - CANAJLCSI02-M insulan is norrrraly applied over or between 9Y 96 10 1.1�, tio CHARACTERISTIC the structuraJ member,. of the buildingand 11 1.93 + Non-combustible: held in place by the cove ring sheets or r.'ASrMEl36/ Meets req uirements insulation support system. When using high R -Value systems, 0 is recommended that the 6�t, 162 1'=1 13.2 lbs/1000 SF caj Ry between the exterior metaJ sheet and 6_14 171 2I �.�u + Thermal Ra; -stance: the faced f i ber glass insu lation sho uld be 8 2t121 2=_1 4.43 - AST MC518andnbrAST PAC177at75`F 4'1� Oampletelyfilled. 9,4 :A= 3D 6,313 moon temperature: sere tab le at left STC + Acoustic l Perforrrarce: see tables on other side Construction Type + Water Vapor Sorption: A!rAI_AP LE' IBES 4000 Rating program for the insulation and vapor retarder ASM 01104/Nogreciterthan5.0°X� byaaeight R -Value NorninalThi:kne !'iidth Length PUNCTURE RESISTANCE ASTM -C-1136 + CamTMent}; R in. mm in. rwi ft. m - AST M C605 / Wets nequ irerrlents for steel, 10 301 762 %.49,60,72 914,121 9.1624.1 9_29 100 x15 Lip pe r and alu min u rn 11 3'4 19R 33.48,P31,72 914,1219,16 4,12_-D 1CIO 938 0dorEmission: 1' 4;e 10-1.6 2, r 172 Cit 4,121 u,1C_4,1.- "•,_t - ,brT M C 134 r Pass 1 L'i ti's Tf 2 A=- {3 4:13, r_i 1, 7Cr14,1'-1'=1,1 ,1 I?Lcj E.0 Fu ng I Resistance: 1'_4 r"* 127 :33, 4S, k-:0, 7(2, 914,1219, 16X,1?29 601 152j - AST M C.13W / Pass Te. 1. 27" 6, 1K4 93,48,60,72 914,1c19,16�#,111' 4?= 1'3•! O T 'toy, A v�, 26" 8 g3,48,6o,72 914,1219,1�flj 91 Cert'dlnTeEd'SGommitmenttogi3jtl}afld a 1 gi.4, 209.2 %,4ti,eri,72 914,1219,1624,1KAn 2�__, 7F erivirrunn-ntaJ rrranagementha;_,eresured the 95n' RH, 120'F (49`C) regstratlon of the Athens, C:howchllte. and ranee, rkn _;undid Aft arr amlatie and :utie :t to an r.pctrary on an irpiujual NA&cl ttiTrced tnj rr ianiAjci.rK'�; C Ay planta to E:o 9t1- 11:2000 and ISO 14-01: c4pebil V. gnrl V. lid ti r*s and pa*aging aui a ilia. "R-21, R==�. and R-9_1 are rrraie t r-nd4. 2Cx)4 stainJafn±,. AVAUILARILiTY AND COST 'ofp SOUND ABSORPTION - UNFACED PLUS Manufactured and sold throughout the United States R -value Nom. Thickness Absorption Coefficients @ Octave Band Frequencies (Hz) and Canada. For availability and cost, contact your R in. mm 125 250 500 1000 2000 NRC 4000 local distributor or call CertainTeed Sales Support z CERTIFICATIONS Meets all criteria for ASTM C1136 Types Group In Valley Forge, PA at 800-233-8990, o s� 0.29 082 u 0 sla o.96 0. a �5 0 0.39 r1.91 01 0.93 0.98 0.'15 WARRANTY 13 4 111 0.53 0.97 1.04 090 0.95 0'9i 0.95 In as much as CertainTeed has no control over 16 5114 Q:: 0.67 1.05 1 02 0.92 0.98 099 too installation design, Installation workmanship, 19 636 162 0.89 1.22 1.02 (1.9,0 1.01 1.00 1.05 accessory materials or conditions of application, ZO/100 mm (MD) 8/100 mm (MD) Filur Polyester LEE CertainTeed does not warrant the performance or Sound absaption tested in accordance with ASTAd 0423 using Type A mounting per ASTM E795. O nw results of any installation containing its products. PROPERTIES u-] !uN o�0. CHARACTERISTIC METHOD VALUES* ENGLISH SOUND TRANSMISSION BASIS WEIGI IT t„ € , MAINTENANCE �TENANCE 13.2 lbs/1000 SF G4.1 g/SM THICKNESS ASTM -D-1777 0.007" Transmission Loss in dB at the0ctave Frequencies STC An Inspection and preventative maintenance Construction Type 125 250 500 1000 2000 4000 Rating program for the insulation and vapor retarder 1013 psi 7.0 kglcrn1 PUNCTURE RESISTANCE ASTM -C-1136 system is recommended to ensure optimum 9.0.1oules ROOFS ASTM -C-1136 performance, rJOln:a,latirin 12 TECHNICAL SERVICES R-10 Faced 202-96 Insulation Ovol ttie Purlins ,, lit 1. 45 4'-1 Technical assistance can be obtained elther from F,-19 Faced 202-M Insulation Over 95n' RH, 120'F (49`C) the local CertainTeed sales representative, ar by; tie Pudins 13 20 r - calling CertainTeed Sales Support Group in Malley 202-961nsdabon Over &Between 24 hours Ca 73'F (23°C) No Delamination Forge, PA at 800-233-8990. the Pudins to Fill the Ca%�t (R-25 14 24 34 44 = = rg No Growth Combined) ASTM -C-523 85% FILING SYSTEMS WALLS FIRE TESTING * CertalnTeed Pub. No. 30-25-056. No insulation 12 14.a a 20 *Additional product Information available R-10 Faced 202-96 Insulation Over theuirt�,, 13 16 25 32 -- 46 29 upon request. FLAME SPREAD t5 R-13 Faced 202 -96 Insulation Over13 17 26 33 47 29 the Girts R-13 Face. d'202-961nsulaton (hoer 1te Girts 3-5/8" `;teal Sods on 24° 26 40 51 60 64 65 50 Center wM P_'" uyp. Ecoid on IntWi�x R-1^ Faced; a2-96lnsulntion O'ael the (_,lits _, 5/8" Steel Shjds on 24° :31 43 55 68 73 75 54 Centerswnh R-11 RatL:.^< 1;2" G Bcoid on Interior :: aind T 1 iaii ission Class (ST( i n ac.wdanue, with ASTM E90. - Roof canstr uction is 24ga. standirig learn roof with 8" ,'_ prxlins on 5' centers. - Wall construction is 26ga. wall panels screwed to 8" -'- girtc placed on T centers. - Interior metal furring wall ,buds were 3-518 " by 25g a. on 24' centers. \ Ise NAER'1 ;/ 1W Atis11,Y 1410 ASK ABOUT OUR OTHER CERTAINTEED PRODUCTS AND SYSTEMS: EXTERIOR: ROOFING • SIDING • WINDOWS • FENCE • RAILING • TRIM - DECKING • FOUNDATIONS • PIPE INTERIOR: INSULATION • GYPSUM • CEILINGS CertainTeed Corporation Professional: 800-233-8990 P.O. Box 860 Consumer. 800-782-8777 CertainTeed Valley Forge, PA 19482 www.certainteed.comfrnsulation SAINT -C-01 IN Code No 30-27-016, 0 10(10 CertainTeed Corporation ALPHA ASSOCIA T: '732 DATA SHEET # 13662 REV. I DATE: 12/10f14 *All values are nominal unless otherwise specified. Note: Alpha's metal building insulation facings are produced with plastic films containing ultraviolet (UV) inhibitors, however, Intense exposure to UV sources such as direct or indirect sunlight and/or high -output UV lighting is not recommended as these will degradethe plastic film facing. MARKUPS # I DATE I BY I 155UE I 105-07-181 J5V I PER MAKKUP5. 2 105-24-151 J5V I PER MARKUP5. 1 REV1510N5 I # I DATE I BY I 155UE INSULATION 5EPC5 KINEHART 55 A550CIATE5 LLC 14 5 1 RINIfHART ROAD, 5ANFORD, FL 32771 �I U J 'ofp VR -R PLUS DESCRIPTION Reinforced Polypropylene Film - Metalized Polyester Film Laminate APPLICATIONS Metal Building Insulation Facing z CERTIFICATIONS Meets all criteria for ASTM C1136 Types II, IV UL 723/ASTM E84, ULC-S102M fire testing Q[ 6- COMPOSITION 0 00170PONENT DESCRIPTION �W �w, VALUES- English Metric White Filiv Polypropylene ON 0.0011 inch 28.0 micron Adhesive Flame Resistant nnQ i0 -No-C)HE Reinforcement Tri -directional Fiberglass 4/inch (Mfg) 4/inch (CD) ZO/100 mm (MD) 8/100 mm (MD) Filur Polyester LEE 0.0005 inch 12.7 micron O nw TYPICAL PHYSICAL PROPERTIES u-] !uN o�0. CHARACTERISTIC METHOD VALUES* ENGLISH METRIC BASIS WEIGI IT Scale 13.2 lbs/1000 SF G4.1 g/SM THICKNESS ASTM -D-1777 0.007" 178 microns PERMEABILITY (WVTR) ASTM -E-96 0.02 Perms 1.15 ng/N's BURST STRENGTH ASTM -D-774 1013 psi 7.0 kglcrn1 PUNCTURE RESISTANCE ASTM -C-1136 300units (79 in -lbs) 9.0.1oules TENSILE STRENGTH ASTM -C-1136 301bs/inch MD 5.25 kN/rn 301bs/inch CD 5.25 kN/m ACCELERATED AGING 30 days No Corrosion No Corrosion 95n' RH, 120'F (49`C) No Delamination No Delamination TEMPERATURE RESISTANCE -413'F to 220'F -40'C to 104 'C WATER IMMERSION 24 hours Ca 73'F (23°C) No Delamination No Delamination MOLD RESISTANCE ASTM -C-665 No Growth No Growth LIGHT REFLECTIVITY ASTM -C-523 85% 85% Physical properties are based upon norninalvalues. Weight/Thickness+/-1040 FIRE TESTING UL723/ASTM E84JCAN ULC -Sl -02M Camr�osite FLAME SPREAD t5 SN40KE DEVEUDPEP 50 DATA SHEET # 13662 REV. I DATE: 12/10f14 *All values are nominal unless otherwise specified. Note: Alpha's metal building insulation facings are produced with plastic films containing ultraviolet (UV) inhibitors, however, Intense exposure to UV sources such as direct or indirect sunlight and/or high -output UV lighting is not recommended as these will degradethe plastic film facing. MARKUPS # I DATE I BY I 155UE I 105-07-181 J5V I PER MAKKUP5. 2 105-24-151 J5V I PER MARKUP5. 1 REV1510N5 I # I DATE I BY I 155UE INSULATION 5EPC5 KINEHART 55 A550CIATE5 LLC 14 5 1 RINIfHART ROAD, 5ANFORD, FL 32771 �I U J 'ofp o�pp� VOU Lu z Uv n kmi �N zi N 1. =zazo=ao Q[ 6- 0 (n�J �W �w, ory o=FdzNoSOC O°�wS On u� 7 7 V ON �Q _ w'�Ku`7 Q5Q� Fww Z Bch0- nnQ i0 -No-C)HE oN ong z�FWo Z N=� LEE f Kp .� z= sQ �gQo�o O nw Diu u-] !uN o�0. CD M. ........... p �\0EN,3 No. 55428 ST O '''��►Ilrll►11``` �1' DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-)0-15 SCALE N.T.S. JOB NUMBER 2035 FILE NAME 2035-5TR. DWG 511 EET 5-0-3 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT AS APPLICABLE TO THIS PRIG TE CT MATERIAL / ACTIVITY SERVICE YIN EXTENT AGENT` DATE COMPLETED 1705.7 Driven Deep Foundations N t s 0 aYgO pZ bazz3No a w g <a 1. Verify element material s, sizes and Field inspection N Continuous lengths comply with requirements Field testing Y Per ASTM E2174 iWs€o�Ooo'r 2. Determine capacities oftest Review test reports N Each shipment zz O� elements and conduct additional load Field inspection N Continuous N$ tests, as required Feld testing N Periodic aU6 3. Observe driving operations and I p "N maintain complete and accurate Field inspection N Continuous records for each element Field testing N Periodic 4. Verify placement locations and Feld inspection N Periodic pluntbness, confirm type and size of S qtl, u. -:i hop ( )and . sting N Per AIDC 3�1 hammer, record number of blows per FIRM ADDRESS TELEPHONE NO. 1. 2. 3. 4. foot of penetration, determine required Field inspection N Continuous 3 Special Insepchons as required by Section 1704.2.5 are not required where the fabricator is approved in accordance with 18C Section 1704.2.5.2 4 Observe on a random basis, operations need not be delayed pending these inspections. Perform these tasks for each weNed,bint, bolted connection, or steel element. penetrations to achieve design Are Requlrementsfor Seismic Resistanceincluded in the Statement of Special inspections? YesO Are Requirements for Wind Resistance included in the Statement of Special Inspection9 Yes O DAT E: capacity, record tip and butt elevations Shop (3) and field inspection N Periodic and document any damage to Certificate of compliance review N Each submittal foundation element Feld inspection N Periodic 5. For steel elements, perform Shop (3) and field inspection y Periodic additional inspections per Section See Section 1705.2 N See Section 1705.2 1705.2 Prototype testing N Per ASCE 7 6. For concrete elements and concrete - filled elements, perform additional See Section 1705.3 N See Section 1705.3 inspections per Section 1705.3 Shop 3 and field inspection N Periodic 7. For specialty elements, perform Shop 3 and field inspection N Periodic additional inspections as determined Field inspection N In accordance with by the registered design professional in Field inspection N construction responsible charge documents S. Perform additional inspections and Shop (3) and field inspection N In accordance with tests in accordance with the Field Inspection and testing N construction construction documents Special Inspections for Seismic documents 1705.8 Cast -in -Place Deep Resistance Per IBC Section Foundations 1. Inspection of field gluing operations N 1705.13.5 1.Observe drilling operations and of elements of the seismic -force Feld inspection N Continuous maintain complete and accurate Field inspection N Continuous records for each element 2. Inspection of nailing, bolting, N 1705.13ct 2. Verify placement locations and anchoring and other fastening of `"thy (3) and field inspection N Periodic plumbness, confirm element components within the seismic -force- diameters, bell diameters (if resistin stem applicable), lengths, embedment into Field inspection N Continuous bedrock (f applicable) and adequate Light -Frame Construction N Periodic anti -bearing strata capacity. Record Special I nspecti ons for Seismic concrete or grout volumes Resistance 3. For concrete elements, perform 1. Inspection duringwelding operations additional inspections in accordance See Section 1705.3 N See Section 1705.3 Periodic with Section 1705.3 resisting system N Periodic 4. Perform additional inspections and 2. Inspections for screw attachment, In accordance with tests in accordance with the Feld Inspection and testing N construction Periodic construction documents of components within the seismic -force documents 1705.9 Helical Pile Foundations Review certified mill test reports N Each shipment 1. Verify installation equipment, pile 1705.11.4 Designated Seismic dimensions, tip elevations, final depth, Field inspection N Continuous final installation torque and other data Inspect and verify that that the as required. component label, anchorage or 2. Perform additional inspections and mounting conforms to the certificate of Field inspection In accordance with Periodic tests in accordance with the Feld Inspection and testing N construction construction documents 1705.12.3 documents SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT AS APPLICABLE TO THIS PROTECT MATERIAL / ACTIVITY SERVICE YIN EXTENT AGENT` DATE COMPLETED 1705.11.5 Architectural N t s 0 aYgO pZ bazz3No a w g <a Components Special Inspections QN for Seismic Resistance Field testing Y Per ASTM E2174 iWs€o�Ooo'r 1, Inspection during the erection and Review test reports N Each shipment zz O� fastening of exterior cladding and Field inspection N Periodic N$ interior and exterior veneer Feld testing N Periodic aU6 2. Inspection during the erection and I p "N fastening of interior and exterior Field inspection N Periodic nonbearing walls Field testing N Periodic 3. Inspection during anchorage of Feld inspection N Periodic access floors S qtl, u. -:i hop ( )and . sting N Per AIDC 3�1 1705.11.6 Mechanical and FIRM ADDRESS TELEPHONE NO. 1. 2. 3. 4. Electrical Components Special tested. Any conflict of interest must be disclosed to the Building Official prior to commencing work. The qualifications of the Special Inspeclor(s) andror testing agenaes maybe subject to fire approval of the Building Official andror the Design Professional. 2 The list of Special inspectors maybe submitted as a separate document, ifnoted so above. 3 Special Insepchons as required by Section 1704.2.5 are not required where the fabricator is approved in accordance with 18C Section 1704.2.5.2 4 Observe on a random basis, operations need not be delayed pending these inspections. Perform these tasks for each weNed,bint, bolted connection, or steel element. Inspections for Seismic Are Requlrementsfor Seismic Resistanceincluded in the Statement of Special inspections? YesO Are Requirements for Wind Resistance included in the Statement of Special Inspection9 Yes O DAT E: Resistance Shop (3) and field inspection N Periodic 1. Inspection during the anchorage of Certificate of compliance review N Each submittal electrical equipment for emergency or Feld inspection N Periodic standby power systems Shop (3) and field inspection y Periodic 2. Inspection during the anchorage of Feld inspection N Periodic other electrical equipment Prototype testing N Per ASCE 7 3. Inspection during installation and anchorage of piping systems designed Feld inspection N Periodic to carry hazardous materials, andtheir Shop 3 and field inspection N Periodic associated mechanical units Shop 3 and field inspection N Periodic 4. Inspection during the installation and anchorage of HVAC ductwork that Field inspection N Periodic Mill contain hazardous materials 5. Inspection during the installation Shop (3) and field inspection N accordance with and anchorage of vibration isolation Field inspection N Periodic stems Special Inspections for Seismic 1705.11.7 Storage Racks Special Resistance Per IBC Section Inspections for Seismic 1. Inspection of field gluing operations N 1705.13.5 Resistance of elements of the seismic -force Feld inspection N Continuous Inspection during the anchorage of inspection N Periodic storage racks 8 feet or greater in heightFeld 2. Inspection of nailing, bolting, N 1705.13ct 1705.11.8 Seismic Isolation anchoring and other fastening of `"thy (3) and field inspection N Periodic Systems components within the seismic -force- Inspection during the fabrication and resistin stem installation of isolator units and energy Shop and field inspection N Periodic dissipation devices used as part of the Light -Frame Construction N Periodic seismic isolation system Special I nspecti ons for Seismic 1705.12.1 Concrete Resistance Reinforcement Testing and 1. Inspection duringwelding operations Qualification for Seismic of elements of the seismic -force- Shop (3) and field inspection N Periodic Resistance resisting system N Periodic 1. Review certified mill test reports for 2. Inspections for screw attachment, each shipment of reinforcement used bolting, anchoring and other fastening Shop (3) and field inspection Y Periodic to resist earthquake -induced flexural of components within the seismic -force and axial forces in reinforced concrete Review certified mill test reports N Each shipment special moment Games, special 1705.11.4 Designated Seismic structural walls, and coupling beams Systems Verification connecting special structural walls Inspect and verify that that the SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT AS APPLICABLETO THIS PROJECT MATERIAL! ACTIVITY SERVICE YIN EXTENT AGENT" DATE COMPLETED 1705.10.1 Structural Wood N t s 0 aYgO pZ bazz3No a w g <a Special Inspections For Wind QN Resistance Field testing Y Per ASTM E2174 iWs€o�Ooo'r 1. Inspection of field gluing operations Review test reports N Each shipment zz O� of elements of the main windforce- Field inspection N Continuous N$ resisting stem Feld testing N Periodic aU6 2. Inspection of nailing, bolting, I p "N anchoring and other fastening of (3) and field inspection N Periodic components within the main windforceoP Field testing N Periodic resisting system 1705.10.2 Cold -formed Steel S qtl, u. -:i hop ( )and . sting N Per AIDC 3�1 Special Inspections For Wind FIRM ADDRESS TELEPHONE NO. 1. 2. 3. 4. Resistance tested. Any conflict of interest must be disclosed to the Building Official prior to commencing work. The qualifications of the Special Inspeclor(s) andror testing agenaes maybe subject to fire approval of the Building Official andror the Design Professional. 2 The list of Special inspectors maybe submitted as a separate document, ifnoted so above. 3 Special Insepchons as required by Section 1704.2.5 are not required where the fabricator is approved in accordance with 18C Section 1704.2.5.2 4 Observe on a random basis, operations need not be delayed pending these inspections. Perform these tasks for each weNed,bint, bolted connection, or steel element. 1. Inspection during welding operations Are Requlrementsfor Seismic Resistanceincluded in the Statement of Special inspections? YesO Are Requirements for Wind Resistance included in the Statement of Special Inspection9 Yes O DAT E: of elements of the main windforce- Shop (3) and field inspection N Periodic resisting stem Certificate of compliance review N Each submittal 2. Inspections for screw attachment, bolting, anchoring and other fastening Shop (3) and field inspection y Periodic of components within the main windforce-resisting system Prototype testing N Per ASCE 7 1705.10.3 Wind -resisting Components 1. Roof cladding Shop 3 and field inspection N Periodic 2. Wall claddin Shop 3 and field inspection N Periodic 1705.11.1 Structural Steel Speci al I nspecti ons for Sei sm is Field inspection Periodic Resistance Inspection of structural steel inIn Shop (3) and field inspection N accordance with accordance with AISC 341 Field inspection N AISC 341 1705.11.2 Structural Wood Special Inspections for Seismic 4. Verify density of the sprayed fire- Resistance Per IBC Section resistant material complies with 1. Inspection of field gluing operations N 1705.13.5 approved fire-resistant design of elements of the seismic -force Feld inspection N Continuous 5. Verify the cohesive/adhesive bond resisting stem Per IBC Section strength of the cured sprayed fire- 2. Inspection of nailing, bolting, N 1705.13ct resistant material anchoring and other fastening of `"thy (3) and field inspection N Periodic 1705.14 Mastic and Intumescent components within the seismic -force- Fire -Resistant Coatings resistin stem Inspect mastic and intumescent fire- 1705.11.3 Cold -formed Steel resistant coatings applied to structural Light -Frame Construction N Periodic elements and decks Special I nspecti ons for Seismic 1705.15 Exterior Insulation and Resistance Finish Systems (EIFS) 1. Inspection duringwelding operations 1. Verify materials. details and of elements of the seismic -force- Shop (3) and field inspection N Periodic installations are per the approved resisting system N Periodic construction documents 2. Inspections for screw attachment, 2. Inspection of water -resistive barrier bolting, anchoring and other fastening Shop (3) and field inspection Y Periodic over sheathing substrate of components within the seismic -force resisting system 1705.11.4 Designated Seismic Systems Verification Inspect and verify that that the component label, anchorage or mounting conforms to the certificate of Field inspection N Periodic compliance in accordance with Section 1705.12.3 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT AS APPLICAELE T,D THIS PROJECT MATERIAL / ACTIVITY SERVICE YIN EXTENT AGENT" DATE COMPLETED 2. Verify reinforcement weldability of N t s 0 aYgO pZ bazz3No a w g <a ASTM A615 reinforcement used to QN resist earthquake -induced flexural and Field testing Y Per ASTM E2174 iWs€o�Ooo'r axial forces in reinforced concrete Review test reports N Each shipment zz O� special moment frames, special tosu��a N$ structural walls, and coupling beams Feld testing N Periodic aU6 connecting special structural walls I p "N 1705.12.2 Structural Steel Testing and Qualification for Field testing N Periodic Seismic Resistance Test in accordance nith the quality S qtl, u. -:i hop ( )and . sting N Per AIDC 3�1 assurance requirements of AISC 341 FIRM ADDRESS TELEPHONE NO. 1. 2. 3. 4. 1705.12.3 Seismic Certification o tested. Any conflict of interest must be disclosed to the Building Official prior to commencing work. The qualifications of the Special Inspeclor(s) andror testing agenaes maybe subject to fire approval of the Building Official andror the Design Professional. 2 The list of Special inspectors maybe submitted as a separate document, ifnoted so above. 3 Special Insepchons as required by Section 1704.2.5 are not required where the fabricator is approved in accordance with 18C Section 1704.2.5.2 4 Observe on a random basis, operations need not be delayed pending these inspections. Perform these tasks for each weNed,bint, bolted connection, or steel element. Nonstructural Components Are Requlrementsfor Seismic Resistanceincluded in the Statement of Special inspections? YesO Are Requirements for Wind Resistance included in the Statement of Special Inspection9 Yes O DAT E: Review certificate of compliance for designated seismic system Certificate of compliance review N Each submittal components. 1705.12.4 Seismic Isolation Systems Test seismic isolations stem in y Prototype testing N Per ASCE 7 accordance with ASCE 7 Section 17.8 1705.13 Sprayed Fire-resistant Materials 1. Verify surface condition preparation Field inspection N Periodic of structural members 2. Verify application of sprayed fire Field inspection Periodic resistant materials 3. Verify average thickness of sprayed fire-resistant materials applied to Field inspection N Periodic structural members 4. Verify density of the sprayed fire- Per IBC Section resistant material complies with Field inspection and testing N 1705.13.5 approved fire-resistant design 5. Verify the cohesive/adhesive bond Per IBC Section strength of the cured sprayed fire- Field inspection and testing N 1705.13ct resistant material 1705.14 Mastic and Intumescent Fire -Resistant Coatings Inspect mastic and intumescent fire- resistant coatings applied to structural Field inspection N Periodic elements and decks 1705.15 Exterior Insulation and Finish Systems (EIFS) 1. Verify materials. details and installations are per the approved Field inspection N Periodic construction documents 2. Inspection of water -resistive barrier Field inspection N Periodic over sheathing substrate SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT AS APPLICABLE TO THIS PROJECT MATERIAL / ACTIVITY SERVICE YIN EXTENT AGENT* DATE COMPLETED 1705.16 Fire -Resistant N t s 0 aYgO pZ bazz3No a w g <a Penetrations and Joints QN 1. Inspect penetration firestop systems Field testing Y Per ASTM E2174 iWs€o�Ooo'r 2. Inspect fire-resistant joints stems Field testing y Per ASTM E2393 zz O� 1705.17 Smoke Control Systems tosu��a N$ 1. Leakage testing and recording of Feld testing N Periodic aU6 device locations prior to concealment I p "N 2. Prior to occupancy and after sufficient completion, pressure Field testing N Periodic difference testing, flow measurements, and detection and control verification INSPECTION AGENTS FIRM ADDRESS TELEPHONE NO. 1. 2. 3. 4. Notes: 1. The inspection and testing agent(s) shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcorgractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official prior to commencing work. The qualifications of the Special Inspeclor(s) andror testing agenaes maybe subject to fire approval of the Building Official andror the Design Professional. 2 The list of Special inspectors maybe submitted as a separate document, ifnoted so above. 3 Special Insepchons as required by Section 1704.2.5 are not required where the fabricator is approved in accordance with 18C Section 1704.2.5.2 4 Observe on a random basis, operations need not be delayed pending these inspections. Perform these tasks for each weNed,bint, bolted connection, or steel element. 5. NDT of welds completed in an approved fabricator's shop may be performed by that fabricator when approved by the AHJ. Refer to AISC 360, N7. Are Requlrementsfor Seismic Resistanceincluded in the Statement of Special inspections? YesO Are Requirements for Wind Resistance included in the Statement of Special Inspection9 Yes O DAT E: MARKUPS DATE I BY I 155UE 05-07-181 J5V I PER MARKUP5. 05-24-181 J5V I PER MARKUP5. IREVISIONS I I#I DATE I BY I 155UE SPECIAL INSPECTIONS KINEHAKT 55 ASSOCIATES LLC 1451 KINEHAKT ROAD, 5ANFORD, FL 32771 IN 5 Ir- (f) r` � o U CD U LU ><o Q o Z > �:6 O� O Z U� Z 0 O dQ .�`N X %% S M g1 1/" / 1 No.55428 _ .� ST O ,,,,�frftlt►ttt�� n AI�`�� DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE N.T.S. JOB NUMBER 2035 FILE NAME 2035-STR.DWG 5HEET 5-0-5 (f) U l➢J ��a V �� m� V o '-Z ° z= m3 „�j0� `" kfO N t s 0 aYgO pZ bazz3No a w g <a oagb�5 QN iWs€o�Ooo'r zz O� tosu��a N$ a CD aU6 I p "N .�`N X %% S M g1 1/" / 1 No.55428 _ .� ST O ,,,,�frftlt►ttt�� n AI�`�� DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE N.T.S. JOB NUMBER 2035 FILE NAME 2035-STR.DWG 5HEET 5-0-5 PRE CAST LINTEL SCHEDULE (811 OR 12" CMU) 7-5/8 -- MARK (11) (11) TYPE REINFORCING SPAN COMMENTS PC88 8 8 1 (2) #5 CONT UP TO G'-0" U.N.O. ON PLANS PB SHALL ALSO BE PROVIDED AT 5TOREFRONT/TRAN50M SUPPORT PC8 I G 8 1 G 2 (2) #5 CONT T*B G'- I " TO 10'-0" PC824 8 24 3 (2) #G CONT T*B 10'-1 " TO 14'-0" (MAX. U.N.O.) PC832 8 32 3 (2) #G CONT T*B 14'-1 "TO 18'-0" 51388 8 8 4 (2) #5 CONT @ T/PARAPET OR INT. NON -LOAD BRIG WALL (TYP., UNO) 131381 G 8 1 G 5 (2) #5 CONT T*B AT EACH FLOOR LEVEL, INTERMEDIATE STAIR LANDING, ROOF BEAM ATTACHMENT, TRUSS BEARING LOCATIONS - (TYP. UNO) BL 1220 12 20 (1) #5 TOP * BOT BAR PL824 PC 128 12 8 1 (2) #5 CONT UP TO G-0" U.N.O. ON PLANS PB SHALL ALSO BE PROVIDED AT 5TOREFRONT/TKAN50M SUPPORT PC 121 G 12 1 G 2 (2) #5 CONT T*B G'- I " TO 10'-0" PC 1224 12 24 3 (2) #G CONT T*B 10'-1 " TO 14'-0" (MAX. U.N.O.) PC 1232 12 32 3 (2) #G CONT T*5 14'-1 "TO 18'-0" B5128 12 8 4 (2) #5 CONT @ T/PARAPET OR INT. NON -LOAD BRIG WALL (TYP., UNO) 135 121 G 12 1 G 5 (2) #5 CONT T*B AT EACH FLOOR LEVEL, INTERMEDIATE 5TAIR LANDING, ROOF BEAM ATTACHMENT, TRUSS BEARING LOCATIONS - (TYP. UNO) 3G (2) #5 TOP * BOT BAR PL840 6 40 (2) #5 TOP, MID, � BOT BAR PL 1240 12 40 (2) #5 TOP, MID, � BOT BAR PL840- I 8 40 (2) #G TOP � BOT BAR, (2) #5 MID BARS PL 1240-1 12 40 (2) #G TOP � BOT BAR, (2) #5 MID BARS PL844 I\�7: Z Q o - Q C0 v- G" MIN. BEARING T NOTES: I . ALL HEIGHTS SHOWN ARE MINIMUM DIMENSIONS. INCREASE IN DEPTH IS ACCEPTABLE A5 FIELD CONDITIONS DICTATE. 2. "PC" = PRE -CAST BEAM (COMPOSED OF PRE -CAST U -LINTEL AT BOTTOM AND KNOCK -OUT BLOCK AT TOP, ALL GROUTED SOLID TO FORM INTEGRAL BEAM) 3. "BB" = BOND BEAM (COMPOSED OF KNOCK -OUT BLOCK5, ALL GROUTED SOLID TO FORM INTEGRAL BEAM) TYP FILLED CELL REINF SHALL APPLY TO THE AREA ABOVE AND BELOW THE OPENINGS AL50 SEE BEAM SCHEDULE FOR 51ZE � REINF. IF LINTEL 15 PRE -CAST, NEATLY SAWCUT BOTTOM OUT TO ALLOW VERTICAL JAMB REINF TO PA55 UNINTERRUPTED (IF SLOT IS NOT ALREADY PROVIDED BY MFR) WINDOW OPNG - REF ARCH DGW5 FOR 51ZErA VERT WALL REINF (CENTER BARS IN CELLS) - SEE FDN PLAN NOTE5 B G" MIN SLAB, CONCRETE BEAM, FOUNDATION, OR WALL NOTE: CONTRACTOR SHALL USE HILTI Y TI EP XY FILL CELL SOLID W/ GROUT JAMB D COORD 51LL DETAILS W/ ARCH DWG5 (2) #5 ple :, (: B SILL (IF REQ'D) SCALE: SECTION H-1501NJEC ON 0 N.T.S. S -O -G (OPENING IN CMU WALL) 24" MIN. DEPTH ADJUST HEIGHT TO ENSURE 2nd FLOOR DECK BEARING ELEV.=T/BEAM ELEV. WALL WIDT C51 f 'c = 4,000 ps1 (2) #G TOP W/ (3) #G BOT (2) #G MID BARS @ 12" o.c. MAX. VERT. 2' MIN. f 'c = 4,000 p51 _ (8) #G VERT. BARS • • • W/ #3 TIES @ 8" o.c. co O AS SHOWN z • • • • TC 1 2' MIN. _Z TC2 f 'c = 4,000 psl (8) #G VERT. BARS W/ #3 TIES @ 12" o.c. AS SHOWN f 'c = 4,000 p51 (8) #5 VERT. BARS W/ #3 TIES @ 8" o.c. AS SHOWN POWER5 LINTEL SICHEDULE (811 OR 12" CMU) 7-5/8 -- MARK W ( II ) H ( II ) REINFORCING 11 MARK w ('i ) H (" ) REINFORCING PL86 8 8 (1) #5 MID BAR PL 128 12 8 (1) #5 MID BAR PL812 8 12 (1) #5 MID BAR PL 1212 12 12 (1) #5 MID BAR PL8IG 8 1G (1)#5TOP It BOT BAR PL121G 12 1G (1)#5 TOP *DOT BAR FL81 G- I 8 1 G (2) #5 TOP t BOT BAR PL 121 G- I 12 1 G (2) #5 TOP t BOT BAR PL820 8 20 (1) #5 TOP * BOT BAR BL 1220 12 20 (1) #5 TOP * BOT BAR PL824 8 24 (1) #5 TOP It BOT BAR r224 12 24 (1) #5 TOP � BOT BAR PL824-1 8 24 (2) #5 TOP � BOT BAR BL 1224-1 12 24 (2) #5 TOP � BOT BAR PL828 8 28 (1) #5 TOP It BOT BAR BL 1228 12 28 (1) #5 TOP * BOT BAR PL832 8 32 (2) #5 TOP t BOT BAR PL 1 232 12 32 (2) #5 TOP * BOT BAR FL83G 8 3G (2) #5 TOP � BOT BAR PL 1236 12 3G (2) #5 TOP * BOT BAR PL840 6 40 (2) #5 TOP, MID, � BOT BAR PL 1240 12 40 (2) #5 TOP, MID, � BOT BAR PL840- I 8 40 (2) #G TOP � BOT BAR, (2) #5 MID BARS PL 1240-1 12 40 (2) #G TOP � BOT BAR, (2) #5 MID BARS PL844 8 44 (2) #5 TOF, MID, * BOT BAR PL 1244 12 44 (2) #5 TOP, MID, * BOT BAR PL848 PL848-1 8 8 48 48 (2) #5 TOP, MID, * BOT BAR (2) #G TOP � BOT BAR, (2) #5 MID BARS PL 1248 PL 1246-1 12 12 48 1 48 (2) #5 TOP, MID, � BOT BAR (2) #G TOP BOT BAR, (2) #5 MID BARS FOOTNOTES: I . ALL HEIGHTS ShOWN ARE MINIMUM DIMENSIONS. INCREASE IN DEPTH 15 ACCEPTABLE A5 FIELD CONDITIONS DICTATE. 2. WHERE POWER5 LINTEL EXTENDS INTO BOND BEAM, CONTINUE THE BOND BEAM REINFORCING THROUGH THE POWERS LINTEL AND ELIMINATE THE TOP BAR SPECIFIED IN THE SCHEDULE ABOVE. HEIGHT OF "�_(2) NOTES COMPOSITE PO'.bERS STE,`L 30X NT EI_ (PATENT N0.6367209) LINTEL VARIES - 4 PREFORMED STEEL LINT_L: GALVANIZED 16 GA. THICKNE55 (0.0598 INCHE5) AND 18 GAGE THICKNE55 (0.0478 INCHES) COIL STEEL AS MANUFACTURED BY POWERS STEEL d SEE PLAN AND WIRE PRODUCTS, INC. 5TEL GRADE 15 ASTM A570 GRADE C (FY=40 K51). GALVANIZATION SHALL COMPLY WITH A5TM A525 THE POWERS GALVANIZED STEEL SCHEDULES ) LINTEL COMPL.ES W;TH ASTM A570 WHICH 15 THE SPECIFICATION FOR STRUCTURAL (1 OUAUTY STEL. O2 5110RF LINTELS AS REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION ()'A NON -CURED MASONRY GROUT. ALL LINTELS GREATER THAN 18'-0" ARE BUILT WITH 1/2" C'IAMBEK. (5) N . 3IN-EL TO BE U5ED +':ITC CONCRETE MASONRY UNITS HAVING MINIMUM -EL AS SHOWN -. � 4. ',TELL 5URFACE5 IN CONTACT WITH GROUT AND/OR MORTAR SHALL BE '� W UNPAINTED AND FREE OF MATERIAL THAT MIGHT INHIBIT BOND. (NOM) 7-5/8 -- a-gc.,iNG p4rH -\; PF n^ + . L'E:1P'iNG SHALL BE ON A MINIMUM 6" DEEP GKOUTE✓ CELL EXCEPT THAT L2 LINTELS MAY BEAR ON 1 1/4" W (II ) H ( I' ) REINFORCING TYPICAL POWER THICK MINIMUM FACE SHELL. -�T 2 112" LINTEL SECTION (13) G. Pm = 1 50OP51. MASONRY UNITS SHALL CONFORM TO A5TM C90, GRADE N. I I i- ` I (1 O 8 7. GROUT = 3000P51. SLUMP RANGE: 8" TO t I ". ROD OR VIBRATE GROUT ADEQUATELY TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKETS). (1) #5 MID BAR BL 128 :: • 8 GROUT SHALL COMPLY WITH A5TM C476-83 AND BE EITHER COARSE OR DL812 8 12 (1) #5 MID BAR BLI212 12 FINE GROUT. ALL LINTELS SHALL BE GROUT FILLED. (9) 131-81 G 8 1 G (1) #5 TOP * BOT BAR BL 121 G INVERTED 8. MORTAR: TYPE "5" OR TYPE "M" 180OPS1. KO, TYP 9. TOP REINFORCING OR TOP OF WALL REINFORCING, IS REQUIRED BY 1 G (1) #5 TOP * BOT BAR BL8 I G- I 8 1 G (2) #5 TOP * BOT BAR BL 121 G-1 CODES TO PROVIDE A CONTINUOUS TIE AROUND A STRUCTURE AND TO PROVIDE FOR UPLIFT RE515TANCE AT LINTELS. 1 G (2) #5 TOP * BOT BAR = 8 20 (1) #5 TOP * BOT BAR BL 1220 10. ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR (7) (1) #5 TOP * BOT BAR 151-824 8 24 (1) #5 TOP It BOT BAR BL 1224 ENGINEERING DRA.'VINGS. 24 (1) #5 TOP * BOT BAR 151-824-1 8 24 (2) #5 TOP * BOT BAR BL 1224-1 1 1. NOT USED. 24 ll�4 BL628 8 28 .a BL 1228 12. NOT USED. (1) STEEL LINTEL 8 PS 2 " 5 , 1 3. MASONRY WALL MAY OCCUR ABOVE COMPOSITE LINTEL HEIGHT. IN THE CASE THAT THE MONRY WALL 15OF A 24 LINTEL MAY B'EAND TYP GREATER LIN FL THEE CE DEAD LOAD WEHT OF THETHE HEIGHT DL832 8 EXCLUDED FROM THE LOAD CALCULATIONS DUE TO THE COMPOSITE (�) BL 1232 NATURE OF THE LINTEL ASSEMBLY. POWER5 (2) #5 TOP * BOT BAR 5L63G STEEL 3G (2) #5 TOP * BOT BAR BL 123G 12 LINTEL (2) #5 TOP If BOT BAR BL840 8 40 (2) #5 TOP, MID, * BOT BAR INSTALLATION 12 40 (2) #5 TOP, MID, * BOT BAR BL840-1 8 40 (2) #G TOP * BOT BAR, (2) #5 MID BARS BL 1240-1 REQ. 40 POWER5 BOXED LINTEL 5CHEDULE (811 OR 12" CMU) 000000000000000000-- 000000000000000000 MARK W (II ) H ( I' ) REINFORCING MARK W ( II ) H ('I ) REINFORCING BL88 8 8 (1) #5 MID BAR BL 128 12 8 (1) #5 MID BAR DL812 8 12 (1) #5 MID BAR BLI212 12 12 (1) #5 MID BAR 131-81 G 8 1 G (1) #5 TOP * BOT BAR BL 121 G 12 1 G (1) #5 TOP * BOT BAR BL8 I G- I 8 1 G (2) #5 TOP * BOT BAR BL 121 G-1 12 1 G (2) #5 TOP * BOT BAR BL820 8 20 (1) #5 TOP * BOT BAR BL 1220 12 20 (1) #5 TOP * BOT BAR 151-824 8 24 (1) #5 TOP It BOT BAR BL 1224 12 24 (1) #5 TOP * BOT BAR 151-824-1 8 24 (2) #5 TOP * BOT BAR BL 1224-1 12 24 (2) #5 TOP * BOT BAR BL628 8 28 (1) #5 TOP * BOT BAR BL 1228 12 28 (1) #5 TOP * BOT BAR DL832 8 32 (2) #5 TOP * BOT BAR BL 1232 1 12 32 (2) #5 TOP * BOT BAR 5L63G 8 3G (2) #5 TOP * BOT BAR BL 123G 12 3G (2) #5 TOP If BOT BAR BL840 8 40 (2) #5 TOP, MID, * BOT BAR 5L 1240 12 40 (2) #5 TOP, MID, * BOT BAR BL840-1 8 40 (2) #G TOP * BOT BAR, (2) #5 MID BARS BL 1240-1 12 40 (2) #G TOP � BOT BAR, (2) #5 MID BARS 131-844 8 44 (2) #5 TOP, MID, * BOT BAR 13L 1244 12 44 (2) #5 TOP, MID, � BOT BAR BL848 8 48 (2) #5 TOP, MID, It BOT BAR BL 1246 12 48 (2) #5 TOP, MID, * BOT BAR 151-848-1 8 48 (2) #G TOP * BOT BAR, (2) #5 MID BARS BL 1248-1 12 48 (2) #G TOP � BOT BAR, (2) #5 MID BARS FOOTNOTES: I . ALL HEIGHTS SHOWN ARE MINIMUM DIMENSIONS. INCREASE IN DEPTH 15 ACCEPTABLE A5 FIELD CONDITIONS DICTATE. 2. WHERE POWERS LINTEL EXTENDS INTO BOND BEAM, CONTINUE THE BOND BEAM REINFORCING THROUGH THE POWERS LINTEL AND ELIMINATE THE TOP BAR SPECIFIED IN THE SCHEDULE ABOVE. 3. ALL LINTELS 20FT AND LONGER SHALL HAVE A MIN, OF (2) #5 CONT. TOP BOT BARS. (6) .0000°0 0o0000 (7) '00000000 -�000000, HEIGHT OF SOLID --GROUT VARIES - SEE SCHEDULE (1) 78" 7j„ TYPICAL POWER BOX LINTEL SECTION NOTE5: I . POWERS STEEL BOX LINTEL (PATENT NO. 6367209) PREFORMED POWERS STEEL LINTEL: GALVANIZED 16 GA. THICKNE55 (0.0598 INCHE5) AND 18 GAGE THICKNESS (0.0478 INCHE5) COIL STEEL A5 MANUFACTURED BY POWERS STEEL d WIRE PRODUCTS, INC. STEEL GRADE 15 A5TM A570 GRADE C (FY -40 K51). GALVANIZATION SHALL COMPLY WITH ASTM A525 THE POWERS GALVANIZED STEEL LINTEL COMPLIES WITH ASTM A570 WHICH 15 THE SPECIFICATION FOR STRUCTURAL QUALITY STEEL. 2. SHORE LINTELS A5 REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION ON NON -CURED MASONRY GROUT. ALL LINTELS GREATER THAN 18'-0" ARE BUILT WITH 1/2" CHAMBER. 3. LINTEL TO BE U5ED WITH CONCRETE MASONRY UNIT5 HAVING MINIMUM Pm A5 SHOWN. 4. STEEL 5URFACE5 IN CONTACT WITH GROUT AND/OR MORTAR 5HALL BE UNPAINTED AND FREE OF MATERIAL THAT MIGHT INHIBIT BOND, 5. DESIGN BEARING OF POWERS STEEL LINTELS 15 8" FOR ALL LINTELS GREATER THAN 18'-0" IN SPAN OR GREATER THAN 32" IN DEPTH. ALL OTHER LINTELS REQUIRE A MINIMUM OF 4" BEARING G. Pm = 1 50OP51. MASONRY UNIT5 SHALL CONFORM TO A5TM C90, GRADE N. 7. GROUT = 3000P51. SLUMP RANGE: 8" TO I I ". ROD OR VIBRATE GROUT ADEQUATELY TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKET5). GROUT SHALL COMPLY WITH A5TM C476-83 AND BE EITHER COARSE OR FINE GROUT. ALL LINTELS SHALL BE GROUT FILLED. 8. MORTAR: TYPE "5" OR TYPE "M" 18001`51 9. TOP REINFORCING OR TOP OF WALL REINFORCING, 15 REQUIRED BY CODE5 TO PROVIDE A CONTINUOUS TIE AROUND A 5TRUCTURE AND TO PROVIDE FOR UPLIFT RE515TANCE AT LINTELS. 10. ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR ENGINEERING DRAWINGS. 1 1. NOT USED. 12. NOT U5ED. 13. MASONRY WALL MAY OCCUR ABOVE COMPOSITE LINTEL HEIGHT. IN THE CASE THAT THE MA50NPY WALL 15 TWICE THE HEIGHT OF A 24" AND GREATER LINTEL, THE DEAD LOAD WEIGHT OF THE LINTEL MAY BE EXCLUDED FROM THE LOAD CALCULATIONS DUE TO THE COMP051TE NATURE OF THE LINTEL A55EMBLY. 14. #5 REINFORCING 5AR(5) GRADE 60 ARE TO 5ET APPROX I- I /2" FROM TOP OF ALL LINTEL DE51GN5 AND IN 50ME CA5E5 THE BOTTOM OF LINTEL A5 SHOWN IN SCHEDULE. TOP HORIZONTAL REINFORCEMENT 15 TO BE A CONTINUOUS TIE A5 NOTED IN NOTE #9. IN THE CASE THAT THE LINTEL 15 NOT WITHIN A COMPOSITE BOND BEAM SYSTEM, TOP HORIZONTAL REINFORCEMENT 15 TO EXTEND 2'-0" PAST IN51DE OF JAMB. POWERS STEEL BOXED LINTEL INSTALLATION REQ. ELEVATED 5LAB REINFORCEMENT PLACEMENT * CONSTRUCTION JOINT DETAILS NOTE: SEE PLAN NOTES FOR ELEVATED FLOOR SLAB REQUIREMENTS. FLOOR SLAB REINF. SHALL BE SET ON CHAIRS. SEE SECTIONS FOR FASTENER REQUIREMENT5. (3 SPAN MIN). IF (3) SPAN CONFIGURATION CANNOT BE ACCOMMODATED, I Gga GALV MTL DECK MUST BE USED. SLAB REINF - SEE PI ANI NInTFc, Lill--�V VI\V IVI✓ VV/-1LL SLAB REINFORCEMENT PLACEMENT CLR REMOVABLE VERTICAL FORMED BULKHEAD SET IN LOWER FLUTE. BULKHEAD MUST HAVE SLAB REINF EXTENDING THRU IT. LOCATION OF CONSTRUCTION JOINT. SLAB REINF LAP REINF 12" 4"MIN.; I "MAX. CLR ---------- ----- S/3 S NOTES: 1 1 1. AT CONTRACTORS OPTION, PRE FORMED PERMANENT METAL SHEAR KEY MAY BE USED WITH SLAB REINFORCING STOPPING EACH SIDE AND #3 DWL x 2'-0" CENTERED AT 18" OC. 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING CHAIRS FOR WWF TO MAINTAIN CLEARANCE SHOWN. RAISING THE WWF DURING THE CONCRETE POUR SHALL NOT BE PERMITTED. PERPENDICULAR TO DECK FLUTE5 REMOVABLE VERTICAL FORMED BULKHEAD SET IN LOWER FLUTE. BULKHEAD MUST HAVE SLAB REINF EXTENDING THROUGH IT. SLAB REINF LAP REINF 12" I " CLR NOTE: CONSTRUCTION JOINTS SHALL BE LOCATED NO CLOSER THAN 5-0" FROM THE CENTER LINE OF THE NEAREST GIRDER. PARALLEL TO DECK FLUTES MARKUPS # I DATE I BY 155UE I 05-07-I8J5V I PER MARKUPS. 2 105-24-151 J5V I PER MARKUPS. REV1510N5 I �III DATE BY 155UE LINTEL SCHEDULE RINEHART SS ASSOCIATES LLC 1451 RINEHART ROAD, SANFORD, FL 3277 I IE 000000000000000000-- 000000000000000000 lu� 02-09-18 000000000000000000 00000000000000000 DATE lnOO 0000000000000000 00000000000000 5CALE 1 1/2" = 1' r047 000000000000 0000000000(�) 2035 00000000000000 FILE NAME U�g 0000 00 kB': Es=-� �yZ Oa3 (13) i I (7) '00000000 -�000000, HEIGHT OF SOLID --GROUT VARIES - SEE SCHEDULE (1) 78" 7j„ TYPICAL POWER BOX LINTEL SECTION NOTE5: I . POWERS STEEL BOX LINTEL (PATENT NO. 6367209) PREFORMED POWERS STEEL LINTEL: GALVANIZED 16 GA. THICKNE55 (0.0598 INCHE5) AND 18 GAGE THICKNESS (0.0478 INCHE5) COIL STEEL A5 MANUFACTURED BY POWERS STEEL d WIRE PRODUCTS, INC. STEEL GRADE 15 A5TM A570 GRADE C (FY -40 K51). GALVANIZATION SHALL COMPLY WITH ASTM A525 THE POWERS GALVANIZED STEEL LINTEL COMPLIES WITH ASTM A570 WHICH 15 THE SPECIFICATION FOR STRUCTURAL QUALITY STEEL. 2. SHORE LINTELS A5 REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION ON NON -CURED MASONRY GROUT. ALL LINTELS GREATER THAN 18'-0" ARE BUILT WITH 1/2" CHAMBER. 3. LINTEL TO BE U5ED WITH CONCRETE MASONRY UNIT5 HAVING MINIMUM Pm A5 SHOWN. 4. STEEL 5URFACE5 IN CONTACT WITH GROUT AND/OR MORTAR 5HALL BE UNPAINTED AND FREE OF MATERIAL THAT MIGHT INHIBIT BOND, 5. DESIGN BEARING OF POWERS STEEL LINTELS 15 8" FOR ALL LINTELS GREATER THAN 18'-0" IN SPAN OR GREATER THAN 32" IN DEPTH. ALL OTHER LINTELS REQUIRE A MINIMUM OF 4" BEARING G. Pm = 1 50OP51. MASONRY UNIT5 SHALL CONFORM TO A5TM C90, GRADE N. 7. GROUT = 3000P51. SLUMP RANGE: 8" TO I I ". ROD OR VIBRATE GROUT ADEQUATELY TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKET5). GROUT SHALL COMPLY WITH A5TM C476-83 AND BE EITHER COARSE OR FINE GROUT. ALL LINTELS SHALL BE GROUT FILLED. 8. MORTAR: TYPE "5" OR TYPE "M" 18001`51 9. TOP REINFORCING OR TOP OF WALL REINFORCING, 15 REQUIRED BY CODE5 TO PROVIDE A CONTINUOUS TIE AROUND A 5TRUCTURE AND TO PROVIDE FOR UPLIFT RE515TANCE AT LINTELS. 10. ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR ENGINEERING DRAWINGS. 1 1. NOT USED. 12. NOT U5ED. 13. MASONRY WALL MAY OCCUR ABOVE COMPOSITE LINTEL HEIGHT. IN THE CASE THAT THE MA50NPY WALL 15 TWICE THE HEIGHT OF A 24" AND GREATER LINTEL, THE DEAD LOAD WEIGHT OF THE LINTEL MAY BE EXCLUDED FROM THE LOAD CALCULATIONS DUE TO THE COMP051TE NATURE OF THE LINTEL A55EMBLY. 14. #5 REINFORCING 5AR(5) GRADE 60 ARE TO 5ET APPROX I- I /2" FROM TOP OF ALL LINTEL DE51GN5 AND IN 50ME CA5E5 THE BOTTOM OF LINTEL A5 SHOWN IN SCHEDULE. TOP HORIZONTAL REINFORCEMENT 15 TO BE A CONTINUOUS TIE A5 NOTED IN NOTE #9. IN THE CASE THAT THE LINTEL 15 NOT WITHIN A COMPOSITE BOND BEAM SYSTEM, TOP HORIZONTAL REINFORCEMENT 15 TO EXTEND 2'-0" PAST IN51DE OF JAMB. POWERS STEEL BOXED LINTEL INSTALLATION REQ. ELEVATED 5LAB REINFORCEMENT PLACEMENT * CONSTRUCTION JOINT DETAILS NOTE: SEE PLAN NOTES FOR ELEVATED FLOOR SLAB REQUIREMENTS. FLOOR SLAB REINF. SHALL BE SET ON CHAIRS. SEE SECTIONS FOR FASTENER REQUIREMENT5. (3 SPAN MIN). IF (3) SPAN CONFIGURATION CANNOT BE ACCOMMODATED, I Gga GALV MTL DECK MUST BE USED. SLAB REINF - SEE PI ANI NInTFc, Lill--�V VI\V IVI✓ VV/-1LL SLAB REINFORCEMENT PLACEMENT CLR REMOVABLE VERTICAL FORMED BULKHEAD SET IN LOWER FLUTE. BULKHEAD MUST HAVE SLAB REINF EXTENDING THRU IT. LOCATION OF CONSTRUCTION JOINT. SLAB REINF LAP REINF 12" 4"MIN.; I "MAX. CLR ---------- ----- S/3 S NOTES: 1 1 1. AT CONTRACTORS OPTION, PRE FORMED PERMANENT METAL SHEAR KEY MAY BE USED WITH SLAB REINFORCING STOPPING EACH SIDE AND #3 DWL x 2'-0" CENTERED AT 18" OC. 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING CHAIRS FOR WWF TO MAINTAIN CLEARANCE SHOWN. RAISING THE WWF DURING THE CONCRETE POUR SHALL NOT BE PERMITTED. PERPENDICULAR TO DECK FLUTE5 REMOVABLE VERTICAL FORMED BULKHEAD SET IN LOWER FLUTE. BULKHEAD MUST HAVE SLAB REINF EXTENDING THROUGH IT. SLAB REINF LAP REINF 12" I " CLR NOTE: CONSTRUCTION JOINTS SHALL BE LOCATED NO CLOSER THAN 5-0" FROM THE CENTER LINE OF THE NEAREST GIRDER. PARALLEL TO DECK FLUTES MARKUPS # I DATE I BY 155UE I 05-07-I8J5V I PER MARKUPS. 2 105-24-151 J5V I PER MARKUPS. REV1510N5 I �III DATE BY 155UE LINTEL SCHEDULE RINEHART SS ASSOCIATES LLC 1451 RINEHART ROAD, SANFORD, FL 3277 I IE M. e �. EMS :moi No. 554 0 T FAz v , ss/o N A ` - .``�� re, DRAWN BY I DATE EDJ 02-09-18 ,HECKED BY DATE lnOO �VU 5CALE 1 1/2" = 1' LLJLLJ 2035 FILE NAME U�g 2035-5TR.DWG kB': Es=-� �yZ Oa3 per[ i �o . U0�azaYoNs cn 8,a WW go uts�;� o1 °W KaJ L� " -1 w �w �=Ww z J 06M �6 eo � Q^S ao6 r`o aS N�a� doca N= �Ko �U V��g000 O 5 W -a t M. e �. EMS :moi No. 554 0 T FAz v , ss/o N A ` - .``�� re, DRAWN BY I DATE EDJ 02-09-18 ,HECKED BY DATE RMB 05-10-18 5CALE 1 1/2" = 1' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-0-6 MASONRY WALL (CMU OR CONC.) # OF 2" ANCHOR5 U5ED 4 TO 6 MAXIMUM - NOT ALL HOLE5 RECEIVE ANCHOR - ADDITIONAL HOLE5 PROVIDED TO AVOID MA50NKY JOINTS - DO NOT SPACE ANY 2 ANCHOR5 CL05ER THAN 8" 1 /2" ANCHOR [SEE 5CH. FOR ANCHOR REQ.] CONNECT HEADER BOTH SIDES TO TOP TRACK WITH # 12 TEK SCREWS @ 24" O.C. MAX. A -------------- HEADER — HEADER [ 10" SHOWN] GX2.5C 12 S 7-0" 1 OX2.5C 12 5 10'-3" 8X2.5C 12 5 8'-0" 12X3.5C 12 <_ 12'-3" y � A j I/2"DIA. A325 TYPE N DULI i J I G" BEAM - 2 PER BEAM 8I to 12 BEAM - 3 PER BEAM ;D I 4"TO G" 5/8" X 1 114" SLOTS 8„ EQ. TO COL. 8 10 to 12" 2- 4x4X 12ga EXP. ANGLE 5 ECTI O N A -A 15 3/4" LENGTH WHEN TWO (2) EXP. ANCHORS REQ PER. ANGLE -SEE TABLE BELOW 23 3/4" LENGTH WHEN THREE (3) EXP. ANCHORS REQ PER. ANGLE -SEE TABLE BELOW NOTE:AVOID INSTALLING ANCHOR WHERE HEADER MEETS EXP. ANGLE MAX. BEAM SPAN LENGTH ANCHOR TYPE REQ. # OF ANCHORS PER EXPANSION ANGLE FOR EDGE DISTANCE < 12" [MIN. EDGE DI5T.4"] FOR EDGE DISTANCE > 12" 7'-0" EXP. ANCHOR N/A 2 UP TO 8'-0" EPDXY ANCHOR 2 2 (1) GC 14 EXP. ANCHOR N/A 2 CONT.x I Ggax2"DEEP LEG EPDXY ANCHOR 2 2 10'-3" EXP. ANCHOR N/A 3 CONT.x I Ggax2"DEEP LEG EPDXY ANCHOR 3 3 12'-3" EXP. ANCHOR N/A 3 (1) GC 12 EPDXY ANCHOR 3 3 OF TRACK HOLE5 IN 3" LEGS IRED 5/8" DIA. HOLES 1 8ga. PLATE 24" O/C VERT. BOTH 51DE5 OF COLUMNS FASTENED TO EACH M5 W/ (2) # 12 TEK5 - TYP. HEADER/JAMB SCHEDULE FLOOR LEVEL ROUGH OPENING HEADER 51ZE HEADER TOP TRACK HEADER BOT TRACK JAMB STUD KING STUD 3RD FLOOR TO T/WALL UP TO 8'-0" DBL 8C 16 CONT.x I Ggax2"DEEP LEG CONT.x I Ggax2"DEEP LEG (1) GC 14 (1) GC 14 UP TO 10'-0" DBL I OC I G CONT.x I Ggax2"DEEP LEG CONT.x I Ggax2"DEEP LEG (1) GC 14 (1) GC 14 g UP TO 12'-0" DBL 12C I G CONT.x I Ggax2"DEEP LEG CONT.x I Ggax2"DEEP LEG (2) GC 14 (2) GC 14 2ND TO 3RD UP TO 8'-0" DBL 8C 12 CONT.x I Ggax2"DEEP LEG CONT.x I Ggax2"DEEP LEG (1) GC 12 (1) GC 12 FLOOR UP TO 10'-0" DBL I OC 12 CONT.x I Ggax2"DEEP LEG CONT.x I Ggax2"DEEP LEG (1) GC 12 (1) GC 12 UP TO 12'-0" DBL 12C12 CONT.x 12gax2"DEEP LEG CONT.x 12gax2"DEEP LEG (1) Gx4x I 29 (2) GC 12 1 ST TO 2ND UP TO 8'-0" DBL 8C 12 CONT.x 12gax2"DEEP LEG CONT.x 12gax2"DEEP LEG (1) GC 12 (1) GC 12 FLOOR UP TO 10'-0" DBL I OC 12 CONT.x 12gax2"DEEP LEG CONT.x 12gax2"DEEP LEG (1) Gx4x I 29 (2) GC 12 UP TO 12'-0" DBL 12x3x I 29 CONT.x 12gax2"DEEP LEG CONT.x 12gax2"DEEP LEG (2) Gx4x I 29 (2) Gx4x I 29 MS COL @ 24"o.c. MAX SEE PLAN FC SIZE GAUG - SEE 5CH. 9 TC K: O BEND TRACK DOWN AND FASTEN TO M` STIRRUPS 0 KING STUD E 100 0 0 FLANGE UP TO I OFT OPENING � (4) # 12 51DE OF "C" TEK SCREWS EACH FLANGE UP TO 151T 51ZE OPENING OPENING C51 12" x 24" (MIN.) -SEE 5CH A 0 SILL LINTEL g 0 12"o.c. MAX. 0 0 070 O a I I I B —�-- 0 0o (1) #G HEADER A 0 0 0 0 0 0 0 0 0 0 ADJUST HT. TO ENSURE 2ND FLOOR DECK BEARING ELEV. - T/BEAM ELEV. SHEAR PLATE (GAUGE TO MF '----5TUD5 GAUGE OF HEADER) W/ (8) # 11 METAL — TEK5 EACH 51DE OF HEADER K i M5 EA M5 COL W/(3)#12T z C) JACK STUD @ EACH oao y SioF nF OPFNING - SEE 5CH. 9 TC K: SECTION A -A '� JLV I IVIV V -V I Gga CLIP ANGLE FASTENED TO JAMB STUD * NESTED STUD W/ (4) # 12 TEK SCREWS EACH FLANGE UP TO I OFT OPENING t- (G) # 12 TEK SCREWS EACH FLANGE UP TO 151"T OPENING SCALE: N.T.S. XED HEADER CONT. T*B %CK - SEE 5CH. R 51ZE 4 GAUGE # 12 TEK SCREW @ 12"o.c. MAX. A5 SHOWN Sga DEEP LEG M5 TRACK // GC I G NESTED CEE FOR )PENING5 UP TO 8'-0" // GC 14 NESTED CEE FOR )PENING5 UP TO 10'-0" // GC 12 NESTED CEE FOR )PENING5 UP TO 15'-0" # 12 TEK SCREW @ 12"o.c. EA FLANGE A5 SHOWN PICAL M5 COL. SECTION O BEND TRACK DOWN AND FASTEN TO M` STIRRUPS 0 a JAMB W/ (2) # 12 TEK SCREWS EACH 100 0 0 FLANGE UP TO I OFT OPENING � (4) # 12 0 "C" TEK SCREWS EACH FLANGE UP TO 151T 51ZE SPACING OPENING C51 12" x 24" (MIN.) o B (2) #G @ 12"o.c. MAX VERT. 0 SILL LINTEL g 0 12"o.c. MAX. 0 0 o a I I I B —�-- 0 0o (1) #G #3 0 0 0 0 0 0 0 0 0 0 ADJUST HT. TO ENSURE 2ND FLOOR DECK BEARING ELEV. - T/BEAM ELEV. J��^ '----5TUD5 11 METAL — SECTION A -A '� JLV I IVIV V -V I Gga CLIP ANGLE FASTENED TO JAMB STUD * NESTED STUD W/ (4) # 12 TEK SCREWS EACH FLANGE UP TO I OFT OPENING t- (G) # 12 TEK SCREWS EACH FLANGE UP TO 151"T OPENING SCALE: N.T.S. XED HEADER CONT. T*B %CK - SEE 5CH. R 51ZE 4 GAUGE # 12 TEK SCREW @ 12"o.c. MAX. A5 SHOWN Sga DEEP LEG M5 TRACK // GC I G NESTED CEE FOR )PENING5 UP TO 8'-0" // GC 14 NESTED CEE FOR )PENING5 UP TO 10'-0" // GC 12 NESTED CEE FOR )PENING5 UP TO 15'-0" # 12 TEK SCREW @ 12"o.c. EA FLANGE A5 SHOWN PICAL M5 COL. SECTION (EXTERIOR LIGHT -GAGE LOAD BEARING WALL) �— CONCRETE SLAB 5EE PIAN FOR 51ZE * REINF. 4" MIN. EDGE DI5T. L I L I L2 L2 L3 L3 NOTES:- 4 4 4 4 4 4 MIN. EMBEDMENT5: 3 12" FOR EXPANSION ANCHOR WHICHEVER 15 GREATER WHICHEVER 15 GREATER IO/ "C" BAR5 TOP BAR5 TOP BARS TOP BAR5 "C" BARS 4 I /4" FOR EPDXY ANCHOR I "E" BAR5 "E" BARS O2 ANCHORS MUST BE INSTALLED A MIN. OF �1 3/8" TYP Q 1 3/8" FROM ANY VETICAL MORTAR JOINT [ SEE ELEV. VIEW] o I Q — OANCHOR LOCATIONS ARE LIMITED TO ONE 3 PER CELL O 2" MAX (TYP) 6" MIN TYP MIN 2 BARS BOTTOM BAR5 o CONT. PROVIDE w CLA55 "B" MID EMBEDMENT DEPTH IS MEASURED FROM �I 3/8" TYP. EXTEND MIN 2 BAR5 TO FAR TEN51ON LAP BAR5 @ ® THE OUTSIDE FACE OF THE CONCRETE END OF COL * TERMINATE W/ BEAM MASONRY UNIT. STD HOOK DEPTHS 24" * OEXP. ANGLE5 ARE TO GREATER IN 50LID GROUTED CEBLLS OR 50LIID 13/8" TYP. -- 13/8" TYP. CONCRETE ONLY. ELEVATION VIEW L I L2 L3 L4 PANELIZED WALL HEADFR [HEADERS ARE NOT TO BE POINT LOADED FROM FLOOR(S) ABOVE] "C" - ADDITIONAL TOP BARS AT DISCONTINUOUS ENDS "E" - ADDITIONAL TOP BARS AT INTERIOR SUPPORTS "TOP BAR5" - EXTEND TO ADJACENT SPAN, A5 SHOWN NOTES: I . "E" BARS A5 SCHEDULED ALWAYS REFER TO THE RIGHT END OF THE SCHEDULED BEAM. 2. PLACEMENT OF REINF TO BE PER AGI 3 18 LATEST ADOPTED EDITION. CONCRETE BEAM 5C" EDU LE O REINFORCING STIRRUPS 0 NO. 0 0 0 TOP 0 "C" A B 51ZE SPACING REMARKS C51 12" x 24" (MIN.) (3) #G (2) #G @ 12"o.c. MAX VERT. (1) #G g 0 12"o.c. MAX. 0 C52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (3) #G 0 0 0 0 0 0 OPENING 0 0 0 0 0 (2) #G @ 12"o.c. MAX VERT. (1) #G (1) #G #3 0 0 0 0 0 0 0 0 0 0 ADJUST HT. TO ENSURE 2ND FLOOR DECK BEARING ELEV. - T/BEAM ELEV. J��^ 0 0 0 �10 0 0 0 5�-.- 00 0 O K i W'a ' i;S 0 z C) �gk �<��JFJo oao y 0 6 �aWW 0 0 10101 0 (EXTERIOR LIGHT -GAGE LOAD BEARING WALL) �— CONCRETE SLAB 5EE PIAN FOR 51ZE * REINF. 4" MIN. EDGE DI5T. L I L I L2 L2 L3 L3 NOTES:- 4 4 4 4 4 4 MIN. EMBEDMENT5: 3 12" FOR EXPANSION ANCHOR WHICHEVER 15 GREATER WHICHEVER 15 GREATER IO/ "C" BAR5 TOP BAR5 TOP BARS TOP BAR5 "C" BARS 4 I /4" FOR EPDXY ANCHOR I "E" BAR5 "E" BARS O2 ANCHORS MUST BE INSTALLED A MIN. OF �1 3/8" TYP Q 1 3/8" FROM ANY VETICAL MORTAR JOINT [ SEE ELEV. VIEW] o I Q — OANCHOR LOCATIONS ARE LIMITED TO ONE 3 PER CELL O 2" MAX (TYP) 6" MIN TYP MIN 2 BARS BOTTOM BAR5 o CONT. PROVIDE w CLA55 "B" MID EMBEDMENT DEPTH IS MEASURED FROM �I 3/8" TYP. EXTEND MIN 2 BAR5 TO FAR TEN51ON LAP BAR5 @ ® THE OUTSIDE FACE OF THE CONCRETE END OF COL * TERMINATE W/ BEAM MASONRY UNIT. STD HOOK DEPTHS 24" * OEXP. ANGLE5 ARE TO GREATER IN 50LID GROUTED CEBLLS OR 50LIID 13/8" TYP. -- 13/8" TYP. CONCRETE ONLY. ELEVATION VIEW L I L2 L3 L4 PANELIZED WALL HEADFR [HEADERS ARE NOT TO BE POINT LOADED FROM FLOOR(S) ABOVE] "C" - ADDITIONAL TOP BARS AT DISCONTINUOUS ENDS "E" - ADDITIONAL TOP BARS AT INTERIOR SUPPORTS "TOP BAR5" - EXTEND TO ADJACENT SPAN, A5 SHOWN NOTES: I . "E" BARS A5 SCHEDULED ALWAYS REFER TO THE RIGHT END OF THE SCHEDULED BEAM. 2. PLACEMENT OF REINF TO BE PER AGI 3 18 LATEST ADOPTED EDITION. CONCRETE BEAM 5C" EDU LE BEAM 51ZE REINFORCING STIRRUPS NO. (W" X D") BOT TOP MID "C" "E" 51ZE SPACING REMARKS C51 12" x 24" (MIN.) (3) #G (2) #G (2) #G @ 12"o.c. MAX VERT. (1) #G g #3 12"o.c. MAX. ADJUST HT. TO ENSURE 2ND FLOOR DECK BEARING ELEV. - T/BEAM ELEV. C52 8" x 3G" (MIN.) (3) #G (2) #G (2) #G @ 12"o.c. MAX VERT. (1) #G (1) #G #3 8"o.c. MAX. ADJUST HT. TO ENSURE 2ND FLOOR DECK BEARING ELEV. - T/BEAM ELEV. J��^ 5�-.- 00 Io2 Rio K i W'a ' i;S 0 z C) �gk �<��JFJo oao y U 6 �aWW � < L I II CONT. DECK SUPPORT TRACK KING STUD 5EE 5CH. FOR SIZE, GAUGE, t QUANTITY JAMB STUD 5EE 5CH. FOR SIZE, GAUGE, * QUANTITY M5 @ 24"o.c. MAX SEE PLAN FOR 51ZE � GAGE CONT. BOT TRACK -5EE PLAN NOTE5 MARKUPS DATE I BY 155UE -07-I8J5V PER MARKUPS. -24-181 J5V I PER MARKUPS. REV1510NS # I DATE I BY I 155UE LINTEL/HEADER SCHEDULE RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 o� 0, a� J Z_ Z K R �2 U)91) �_ 00 00 LL• � Zm CD l �o �U Lu O > N � N Q O Z 0 On CLI z U 07 O ii/i M. g .......... No.55428 .4 ST F ' ... 0/00 Fsro ' N A t E* \\`` DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE N.T.S. )B NUMBER 2035 FILE NAME )35-5TR. DW SHEET 5-0-7 Lu n�t9 w® pn m3�Q� U 0 wzU"'Oa� Lu g z < a OA �y� J��^ 5�-.- 00 Io2 Rio K i W'a ' i;S 0 z C) �gk �<��JFJo oao y U 6 �aWW � < L ii/i M. g .......... No.55428 .4 ST F ' ... 0/00 Fsro ' N A t E* \\`` DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE N.T.S. )B NUMBER 2035 FILE NAME )35-5TR. DW SHEET 5-0-7 N SEE NOTE 13 I (REF:-PWBO)� ___----- ►I 3 2 DETAIL A SECTIONAL ELEVATION FOR MAX. SPACING BETWEEN INSERTS SEE RAIL FORCE DETAIL a CD 1'-2"=A DIM 6"=A DIM 6' A DIM 1' 2"=A DIM 4 C! -A 3'-0" I t F61 VJ FLOOR 2'- 2 6'-2" R. 6l c 7 i.0 2' 2 ,,..... CAR NSOF 1'-3 15/:6"-A DIM (,F APPL CART) _ - i I - 8' 6" C_EAR HJ ;S AV �Ii F^ VA" �I 17'-4" TOTAL 101STWAY & F!� PLAN VIEW SILL ASSEMBLY (BY OTIS) FINISHED FLOOR SILL LINE GROUT STOP DOOR SPACE I ---FRONT WALL LINE DETAIL "A" SILL SUPPORT ADEQUATE SUPPORT AT ALL FASTENING POINTS OF ENTRANCE ASSEMBLY REQUIRED. MUST WITHSTAND A HORIZONTAL PULL-OUT FORCE OF 140 LBS. @ EA. FASTENING POINT (8 @ EA. ENTRANCE) INCLUDING SUPPORT FOR CENTER SILL SUPPORT BRACKET (NOT BY OTIS). NOTE - DO NOT SCALE THIS DRAWING w' z U � o MOf� Q w I w z pU U V) CD Cif a' a DETAIL C -H JAMB IS RECOMMENDED w TO BE SURFACE MOUNTED > ON THE INSIDE HOISTWAY Q WALL FOR PROPER RUNNING a CLEARANCES WITH THE ELEVATOR w CLEAR HOISTWAY Cn SAFETY BEAM DETAIL C -H 2" MIN CLEARANCE ABOVE TOP OF BEAM. a. o' d ° ° d . aad n °d ° d 4 ° C d d °d /CLEAR/ CLEAR/ I ----- TOTAL CLEAR HEIGHT MUST REMAIN CLEAR UNDER SAFETY BEAM ° OVERHEAD BEAM CLEARANCE SEE NOTE 13 ON PNBO SHEET d No— LADDER LADDER DETAIL ELEV. No. 1 R2 R1 R2 RAIL FORCE DETAIL *THIS FORCE INCLUDES IMPACT SEE NOTES FORCE IN () CAR R1 306 Ibs R2 234 Ibs *EACH BUFFER IMPACT LOAD 13756 Ibs *EACH CYLINDER IMPACT LOA 12712 Ibs CAR MAXIMUM BRACKET SPACING 14' 0" REFER TO DWG'S. NO. LADDER LADDER DETAIL ELEV. No. 2 DIRECTIONAL ARROW INDICATES NORTH SHUT OFF VALVE/ j CONTROL VALUE HYDRAULIC TANK CONTROLLER /MAIN LINE /TANK IN PIT @ BOTTOM LANDING REQUIREMENTS NOTE 18A DOOR MUST BE LOCATED ON AN INTERIOR WALL OF THE BUILDING IT CANNOT BE OPENED TO THE OUTSIDE OF A BUILDING. NOTE 18B CONTACT OTIS REPRESENTATIVE FOR MRL ACCESS DOOR LOCATION GUIDELINE DRAWINGS. � INSIDE HOISTWAY @FRONTS j MAIN LINE I (NOT BY OTIS) � i I CONTROLLER I AUTO SAFE OPTIONAL I 1ST LANDING SHUT OFF VALVE 2 / CONTROL VALUE HYDRAULIC TANK CONTROLLER /MAIN LINE /TANK IN PIT BOTTOM LANDING REQUIREMENTS NOTE 18A DOOR MUST BE LOCATED ON AN INTERIOR WALL OF THE BUILDING, IT CANNOT BE OPENED TO THE OUTSIDE OF A BUILDING. NOTE 186 CONTACT OTIS REPRESENTATIVE FOR MRL ACCESS DOOR LOCATION GUIDELINE DRAWINGS. SIGNED: APPROVAL THIS ARRANGEMENT AND SUPPLEMENTARY NOTES APPROVED DATE: HOSPITAL SEISMIC OH Otis A United Technologies Company DWG. NO.: HYD 5000 BUILDING Storage LOCATION Florida CONT. WITH Flagship General Contractor LLC OWNER Flagship Companies Group, LLC ARCHT. RABCO CONTRACT NO. EXPRESS DRAW: WEB: 19 MARKUPS DATE I BY I 155UE 05-07-181 J5V I PER MARKUPS. 05-24-151 J5V I PER MARKUPS. REVISIONS # DATE BY 155UF ELEVATOR DETAI L5 RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 olu 0 Q� J Z_ Z R W� Z) K a 92 N� Z �9 00 D zm CO �U Um �U W <LO � /N Q Zo �� O oQ z U0? Z -o IT dJ 0 U Ju�u o�� O �U UVU �� o=m ea ILJ U 6.1 w®� GmN °� O mp�i y V -.. <�L ut! „� r JAMB IS RECOMMENDED w M TO BE SURFACE MOUNTED raw K�_r > < N ON THE INSIDE HOISTWAY O=^+' h Z g �O o WALL FOR PROPER RUNNING n kL <w�<Z� z r z�w CLEARANCES WITH THE ELEVATOR 5L9 �,? w � iU ti CLEAR HOISTWAY qi .06 �O�Q w "eo o �u� Ul PM O"�hw'=�=.O oZ • r � 1 w' z U � o MOf� Q w I w z pU U V) CD Cif a' a DETAIL C -H JAMB IS RECOMMENDED w TO BE SURFACE MOUNTED > ON THE INSIDE HOISTWAY Q WALL FOR PROPER RUNNING a CLEARANCES WITH THE ELEVATOR w CLEAR HOISTWAY Cn SAFETY BEAM DETAIL C -H 2" MIN CLEARANCE ABOVE TOP OF BEAM. a. o' d ° ° d . aad n °d ° d 4 ° C d d °d /CLEAR/ CLEAR/ I ----- TOTAL CLEAR HEIGHT MUST REMAIN CLEAR UNDER SAFETY BEAM ° OVERHEAD BEAM CLEARANCE SEE NOTE 13 ON PNBO SHEET d No— LADDER LADDER DETAIL ELEV. No. 1 R2 R1 R2 RAIL FORCE DETAIL *THIS FORCE INCLUDES IMPACT SEE NOTES FORCE IN () CAR R1 306 Ibs R2 234 Ibs *EACH BUFFER IMPACT LOAD 13756 Ibs *EACH CYLINDER IMPACT LOA 12712 Ibs CAR MAXIMUM BRACKET SPACING 14' 0" REFER TO DWG'S. NO. LADDER LADDER DETAIL ELEV. No. 2 DIRECTIONAL ARROW INDICATES NORTH SHUT OFF VALVE/ j CONTROL VALUE HYDRAULIC TANK CONTROLLER /MAIN LINE /TANK IN PIT @ BOTTOM LANDING REQUIREMENTS NOTE 18A DOOR MUST BE LOCATED ON AN INTERIOR WALL OF THE BUILDING IT CANNOT BE OPENED TO THE OUTSIDE OF A BUILDING. NOTE 18B CONTACT OTIS REPRESENTATIVE FOR MRL ACCESS DOOR LOCATION GUIDELINE DRAWINGS. � INSIDE HOISTWAY @FRONTS j MAIN LINE I (NOT BY OTIS) � i I CONTROLLER I AUTO SAFE OPTIONAL I 1ST LANDING SHUT OFF VALVE 2 / CONTROL VALUE HYDRAULIC TANK CONTROLLER /MAIN LINE /TANK IN PIT BOTTOM LANDING REQUIREMENTS NOTE 18A DOOR MUST BE LOCATED ON AN INTERIOR WALL OF THE BUILDING, IT CANNOT BE OPENED TO THE OUTSIDE OF A BUILDING. NOTE 186 CONTACT OTIS REPRESENTATIVE FOR MRL ACCESS DOOR LOCATION GUIDELINE DRAWINGS. SIGNED: APPROVAL THIS ARRANGEMENT AND SUPPLEMENTARY NOTES APPROVED DATE: HOSPITAL SEISMIC OH Otis A United Technologies Company DWG. NO.: HYD 5000 BUILDING Storage LOCATION Florida CONT. WITH Flagship General Contractor LLC OWNER Flagship Companies Group, LLC ARCHT. RABCO CONTRACT NO. EXPRESS DRAW: WEB: 19 MARKUPS DATE I BY I 155UE 05-07-181 J5V I PER MARKUPS. 05-24-151 J5V I PER MARKUPS. REVISIONS # DATE BY 155UF ELEVATOR DETAI L5 RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 olu 0 Q� J Z_ Z R W� Z) K a 92 N� Z �9 00 D zm CO �U Um �U W <LO � /N Q Zo �� O oQ z U0? Z -o IT dJ 0 U Ju�u o�� U UVU �� o=m ea ILJ U 6.1 w®� GmN °� �3 Ook� mp�i y V -.. <�L ut! „� �z�io�k'6 LU w ZiNw ° LO � raw K�_r w �m� < SKF pQ�s Z) Z 1— O=^+' h mmOm �^ �O Zw Ur pKpO VUw p n kL <w�<Z� z r z�w z 5L9 �,? gg° u..� � iU o"n�z9uzo_ u�u� Q qi .06 �O�Q plug o "eo o �u� Ul PM O"�hw'=�=.O oZ • r � 1 .0 WS �GV DRAWN BY DATE EDJ 02-09-15 CHECKED BY DATE RMB 05-10-18 5CALE 1 112" = I' JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET FIELD SPLICE, WELD * GRIND 5MOOTH (FIELD TRIMMING MAY BE REQ'D.) TOP VIEW END VIEW 2 1" 4 FLAT BAR BRACKET 5TAIR N051NG 5TAIR STRINGER END VIEW 2 I" 4 N ELEVATION STAIR RAIL CONSTRUCTION PICKET I . P05T AND TOP LINE MATERIAL TO BE MIN. H55 1 112" x 1 112" x 0. 120" 2. HANDRAIL MATERIAL TO BE MIN. 1 112"- (I .GG" O.D.) PIPE 3. PICKET MATERIAL TO BE MIN. 1/2" SQUARE BAR STAIR RAIL CONSTRUCTION PICKET I . P05T AND TOP LINE MATERIAL TO BE MIN. H55 1 1/2" x 1 1/2" x 0. 120" 2. HANDRAIL MATERIAL TO BE MIN. 1 112"- (1 .GG" O.D.) PIPE 3. PICKET MATERIAL TO BE MIN. 1/2" SQUARE BAR TOP VIEW 37/8 STAIR RAIL CONSTRUCTION PICKET I . P05T AND TOP LINE MATERIAL TO BE MIN. H55 1 112" x 1 112" x 0.1 20" 2. HANDRAIL MATERIAL TO BE MIN. 1 1/2"- (I .GG" O.D.) PIPE 3. PICKET MATERIAL TO BE MIN. 1/2" SQUARE BAR END VIEW TOP VIEW FIELD SPLICE, WELD GRIND SMOOTH 5TAIR RAIL SEE DETAIL 3 0) I ELEVATION i STAIR RAIL CONSTRUCTION PICKET 1. P05T AND TOP LINE MATERIAL TO BE MIN. H55 1 1/2" x 1 1/2" x 0. 120" 2. HANDRAIL MATERIAL TO BE MIN. 1 1/2"-- ( I .GG" O.D.) PIPE 3. PICKET MATERIAL TO BE MIN. 112" SQUARE BAR MIN. I G GA. BACKING 1/2 MIN ANDRAIL BRACKET SECTION B (@ STUD WALL) < P01 NT 'B' TOP VIEW FIELD 5PLICE, WELD * GRIND SMOOTH (FIELD TRIMMING MAY BE REQ'D.) 5TAIR RAI I 5EE DETAIL STAIR RAIL CONSTRUCTION PICKET 1. P05T AND TOP LINE MATERIAL TO BE MIN. H55 1 112" x 1 112" x 0. 1201, 2. HANDRAIL MATERIAL TO BE MIN. 1 112"- (1 .GG" O.D.) PIPE 3. PICKET MATERIAL TO BE MIN. 112" SQUARE BAR 2 4" MIN. HANDRAIL BRACKET SECTION B (@ CONC. WALL) MIN.1 1/4 PIPE (I .GG" O.D.) POINT 'B' --� C f� WALL RAIL WITH OUT BOTTOM LEVEL OFF 1 . HANDRAIL TO BE MIN. 1 112"- (1 .GG" O.D.) PIPE 11-811 '- 11 < POINT 'A' ---I _-4;- _-- 4� �FCTION A M15C. 6 STAIRS CALCULATOR - SWITCHBACK REO. WIDTH (INCHES): 44.00 ACCESSIBLE: BUILIDING OCCUPANT LOAD: NUMBER OF FLOORS IN BUILDING: NUMBER OF STAIRS IN BUILDING: FLOOR TO FLOOR HEIGHT (FEET): THREADS LENGTH [11" MIN.] (INCHES): HANDRAIL CROSS SEC. (2" MAX./1.5" MIN.): INTERMEDIATE HANDRAIL WIDTH (INCHES): DOOR WIDTH: DOOR PROJECT: NO 201 3 2 12.00 11 1.50 6.00 T-6' 7 OCCUPANCY LOAD OF STAIRWELL: 100.5 OCCUPANCY LOAD OF SINGLE FLOOR: 67 TOTAL HEIGHT OF RISERS (FEET): 6.00 # RISERS: 11 RISER HEIGHT [7"MAX. / 4" MIN.) (INCHES): 6.55 # RUNS: 10 TOTAL LENGTH OF RUNNERS (FEET): 9.17 INT. LANDINGS (DUE FLT. OF STAIRS >12'): 0 WIDTH STAIRS BET. HANDRAILS (FEET): 3.67 MIN. LANDING LENGTH W/O DOOR (FEET): 3.67 MIN. LANDING LENGTH W/ DOOR (FEET): 6.08 STAIRWELL INSIDE CL.R WIDTH (FEET): 8.33 STAIRWELL INSIDE CLR. LENGTH (FEET): 18.92 HEADROOM (INCHES): 6.67 I, MINIMUM INSIDE CLEAR DIMENSION =18'- INSIDE 8'-INSIDE CLEAR DIMENSION 8'-4" 3" T.8" 6" 3'- 8" 3" 3' 8"41 69'-2" 6'-1" 19 LANDING W/O DOOR LANDING WI DOOR X =THE 121N. MIN. HANDRAIL EXTENSION REQ. AT EACH TOP RISER Y =THE. HANDRAIS ARE REQ. TO SLOPE FOR THE WIDTH OF ONE TREAD PAST BOTTOM RISER AS SHOWN IN FIGUE 505.10.3 TO THE RIGHT 11" Z MIN.= V-6" NOTES: ' 1. DRAWING IS NOT TO SCALE ' 2. DIMENSION ARE ROUNDED TO CLOSEST 1/16 OF AN INCH ' 3. Z IS THE DIMENSION TO ENSURE DOOR OPENING INTO THE PATH OF EGRESS TRAVEL SHALL NOT REDUCE THE REQUIRED WIDTH TO LESS THAN ONE-HALF DURING THE COARSE OF THE SWING. ' 4. FIRE RESISTANCE RATING: 2 HOURS FOUR OR MORE STORIES OTHERWISE 1 HOUR. NOTES: 1. CONTRACTOR TO SUBMIT DETAILS CONSTRUCTION 5HOP DRAWINGS INDICATING MATERIALS * SAMPLES OF TREAD * RISER COVERING, RAILING * PAN CONSTRUCTION. FOR BUILDING DEPARTMENT APPROVAL. 2. REGISTERED ENGINEER MUST 51GN * SEAL THE SHOP DRAWING SUBMITTAL * CERTIFY DE51GN LOADS PRIOR TO REVIEW. 3. STAIRWAY WIDTH. THE WIDTH OF STAIRWAYS 5HALL BE NOT LE55 THAN 44 INCHE5. 4. HEADROOM. STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE N051NG5. SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE STAIRWAY TO THE POINT WHERE THE LINE INTERSECTS THE LANDING BELLOW, ONE THREAD DEPTH BEYOND THE BOTTOM RISER. THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH OF THE STAIRWAY AND LANDING. 5. STAIR TREADS AND R15ER5. STAIR RISER HEIGHT5 SHALL BE 7 INCHES MAXIMUM AND 4 INCHES MINIMUM. STAIR TREAD DEPTHS SHALL BE I I INCHES MINIMUM. THE RISER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN THE LEADING EDGES OF ADJACENT TREADS. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT RIGHT ANGLE TO THE TREAD'S LEADING EDGE. 5A. DIMEN51ONAL UNIFORMITY. STAIR TREADS AND RISERS SHALL BE OF UNIFORM 51ZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER OR BETWEEN THE LARGEST AND SMALLEST TREAD SHALL NOT EXCEED 0.375 INCH IN ANY FLIGHT OF 5TAIR5. 5B. PROFILE. THE RADIU5 OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NOT GREATER THAN 0.5 INCH. BEVELING OF N051NG5 SHALL NOT EXCEED 0.5 INCH. RISERS SHALL BE 50LID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THE LEADING EDGE (N051NG5) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHES BEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OF UNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT. G. STAIRWAY LANDINGS. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE WIDTH OF LANDING5 SHALL NOT BE LE55 THAN THE WIDTH OF STAIRWAYS THEY SERVE. EVERY LANDING SHALL HAVE A MINIMUM DIMEN51ON MEASURED IN THE DIRECTION OF TRAVEL EQUAL TO THE WIDTH OF THE STAIRWAY. SUCH DIMEN51ON NEED NOT EXCEED 48 INCHES WHERE THE STAIRWAY HAS A STRAIGHT RUN. EXCEPTION: DOORS OPENING ONTO A LANDING SHALL NOT REDUCE THE LANDING TO LE55 THAN ONE-HALF THE REQUIRED WIDTH. WHEN FULLY OPEN, THE DOOR SHALL NOT PROJECT MORE THAN 7 INCHES INTO A LANDING. FIGURE 505.10.2 TOP HANDRAIL EXTENSION AT STAIRS 505.10.3 Bottom Extension at Stairs. At the bottom of a stair flight, handrails shall extend at the slaps of the stair flight for a horizontal distance at least equal to one tread depth beyond the last riser nosing. Extension shall return to a Wil, guard. or the landing surface,. or shall be continuous to the handrail of an adjacent stair flight. X i` N&A X - ftedx uap FIGURE 505.10.3130TTOM HANDRAIL EXTENSION AT STAIRS 7. HANDRAIL5. STAIRWAYS 5HALL HAVE HANDRAIL5 ON EACH SIDE. HANDRAILS SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT. 7A. HEIGHT. HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NO51NG5, OR FIN15H SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LE55 THAN 34 INCHES AND NOT MORE THAN 38 INCHE5. 7B. HANDRAIL GKA5PA5ILITY. HANDRAIL5 WITH A CIRCULAR CR055 SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1.25 INCHES AND NOT GREATER THAN 2 INCHES OR SHALL PROVIDE EQUIVALENT GRA5PABILITY. IF THE HANDRAIL 15 NOT CIRCULAR, IT SHALL HAVE A PERIMITER DIMEN51ON OF A LEAST 4 INCHES AND NOT GREATER THAN G.25 INCHES WITH A MIXIMUM CR055-5ECTION DIMEN51ON OF 2.25 INCHES. EDGES SHALL HAVE A MINIMUM RADIU5 OF 0. 125 INCH 7C. CONTINUITY. HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY OBSTRUCTIONS. 7D. HANDRAIL EXTENSIONS. HANDRAIL5 SHALL RETURN TO A WALL, GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AND ADJACENT STAIR FLIGHT. WHERE HANDRAILS ARE NOT CONTINOU5 BETWEEN FLIGHTS, THE HANDRAIL 5HALL EXTEND HORIZONTALLY AT LEAST 12 INCHES BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. CLEARANCE. CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE A MINIMUM OF 1.5 INCHES. A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. STAIRWAY PROJECTIONS. PROJECTION5 INTO THE REQUIRED WIDTH AT EACH HANDRAIL SHALL NOT EXCEED 4.5 INCHES AT OR BELOW THE HANDRAIL HEIGHT. PROJECTION5 INTO THE REQUIRED WIDTH SHALL NOT BE LIMITED ABOVE THE MINIMUM HEADROOM HEIGHT. MARKUPS # I DATE BY I ISSUE I 105-07-151 J5V I PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUP5. REV1510N5 # DATE BY 155UE STAIR DETAIL5 RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 uD :21i con LUJ lL ' zo•. w M. gF��......... q p.\GENS T� No. 55428 _ .o ST O 0. A �. �10``` r►rlll11j1� L DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 011-10-18 N.T.S. JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET UJ U ryNO 1y1..-i-�� fm -.6-0 N g $ iea a WW f'O O1' SOU 1��0 �� N�adzaw z �U �6F O �_ ILE o'�'.a �o N ,,n w �� "'S U ow "EE O'nz 0a LU t1] ;Z R� M. gF��......... q p.\GENS T� No. 55428 _ .o ST O 0. A �. �10``` r►rlll11j1� L DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 011-10-18 N.T.S. JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET Im TOE CLEARANCE tdy ku)' ekwation fan KNEE CLEARANCE DISPENSER OUTLET LOCATION MIN. — KNEE CLEARANCE SIZE OF CLEARANCE AT WATER CLOSETS 11 TOE 6 25 A)(, CLEARANCE DEPTH 3 LAVATORY DETA S-1BJ NOT TO SCALE r 604.7 DISPENSERS TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND SHALL BE 7" MIN. AND 9" MAX. IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15" MIN. AND 48" MAX. ABOVE THE F.F. AND SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL NOT BE A TYPE THAT CONTROLLS DELIVERY OF THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. T- 6" CLEAR MINIMUM t ,C) w _ I DASHED LINE - I CLEAR FLOOR 51 -ACE TOILE T LLJ W U FOR WATER CL05ET CSL (60" MIN. X 56" MIN.) ma0� � m �a a o�g�oorz�z ==OzOa30 o / ! GRAB BARS U I � I / I � / I DISPENSER OUTLET LOCATION MIN. — KNEE CLEARANCE SIZE OF CLEARANCE AT WATER CLOSETS 11 TOE 6 25 A)(, CLEARANCE DEPTH 3 LAVATORY DETA S-1BJ NOT TO SCALE r 604.7 DISPENSERS TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND SHALL BE 7" MIN. AND 9" MAX. IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15" MIN. AND 48" MAX. ABOVE THE F.F. AND SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL NOT BE A TYPE THAT CONTROLLS DELIVERY OF THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. T- 6" CLEAR MINIMUM ADVISORY 604.7 DISPENSERS IF TOILET PAPER DISPENSERS ARE INSTALLED ABOVE THE SIDE WALL GRAB BAR THE OUTLET OF THE TOILET PAPER DISPENSER MUST BE 48" MAX. ABOVE THE F.F. AND THE TOP OF THE GRIPPING SURFACE OF THE GRAB BAR MUST BE 33" MIN. AND 36" MAX. ABOVE THE F.F. TYPICAL TOILET ROOMS - PLAN N.T.S. NOTES: I 1. INS ACC LOC CUF AME I 'All TO 1111 VVA I CK & UKAIN HIF't5 I U BE INSULATED (SEE PLUMBING FIXTURE SCHEDULE) 111 TYPICAL SLOPE $ PER FOOT TO DRAIN (IF DRAIN REQUIRED BY CODE). z Q w J U �I "SN-er, FLOOR REDUCE HEIGHT BY 3 INCHES FOR. INSTALLATION OF CHILDRENS AICA COOLER LEGEND: A=eco1 r-df r Suppblocation. Shut-off Vahte trot au c > ) to accep 14"' 0,0, unpl tod cop r tube. U to ?` 76;1,.r€.) rnaxiown, oin frc° m wait, S - ar;ommn ed vVasze Outlet location. —to ac,_,ornayAafe 'tm#j2,, r€csminal drain r rn t (°I lvm) ,fejt from v, g, ares` f€rrrtisf,a j Efect€lcW S%;;a , ;3 Wire Rene W Box, Duptex Cluitet, E i rr € pro r :tltati sat t tral irr r ';` t S ri2iY € arxrrirrt r° 3 r frt a t .cats irk vmfll T16' il ,r i'* &)q motes for fastening to walf. EMOTE: New ins.'ablions Mut Usia Ground Fault Circuit #rrterr t f , F ;I, 39" TO 41" 54" min. I, 42" N.C. SOAP DISPENSER MOUNT @ H.C. MIRROR (16"x30") U O d- CV FIN. FLR. COORDINATE 36" H.C. GRAB BAR WITH 42" GRAB BAR 36" MIN. ao 1 " MIN. 24" MIN. U(0 r = O O m Fn M _ FIN. FLR. M M — . T/GRIPPING SURFACES I 11 M ACCESSORY / FI TURE MOUNTING HEIGHTS N.T.S. EACH TOILET ROOM (HANDICAP ACCESSIBLE): (1) TOILET TISSUE DISPENSER B-685 (2) GRAB BAR B-550 X 36 & 42 (1) MIRROR B-165-2430 NOTES: 1. ALL ITEMS LISTED ARE "BOBRICK" AS THE DESIGN BASIS 2.OTHER ACCESSORIES AS REQ'D. (I.E. NAPKIN DISPOSALS AND DISPENSERS, SOAP DISPENSER, PAPERTOWEL, DISPENSER, TRASH RECEPTACLE. MARKUPS # I DATE I BY ISSUE l 105-07-181 J5V I PER MARKUPS. ' REV1510N15 III-# I DATE I BY I ISSUE REST ROOM DETAILS RINEHART 55 A550CIATE5 LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 u I PAPER HOLDER I ,C) w _ I DASHED LINE - I CLEAR FLOOR 51 -ACE TOILE T LLJ W U FOR WATER CL05ET CSL (60" MIN. X 56" MIN.) ma0� � m �a a o�g�oorz�z ==OzOa30 o / ! GRAB BARS U I � I / I � / I 0 W I I 5' HEEL CHAIR RADIUS 501 I N 20 2511 MAX. --r--- I — / ocw � n DASHED LINE - I CLEAR FLOOR ACE o Nu FOR LAVATORY \ (50" MIN.,X�4,5" MIN.) O O I �o�Y zPOFoOLsw o�� ADVISORY 604.7 DISPENSERS IF TOILET PAPER DISPENSERS ARE INSTALLED ABOVE THE SIDE WALL GRAB BAR THE OUTLET OF THE TOILET PAPER DISPENSER MUST BE 48" MAX. ABOVE THE F.F. AND THE TOP OF THE GRIPPING SURFACE OF THE GRAB BAR MUST BE 33" MIN. AND 36" MAX. ABOVE THE F.F. TYPICAL TOILET ROOMS - PLAN N.T.S. NOTES: I 1. INS ACC LOC CUF AME I 'All TO 1111 VVA I CK & UKAIN HIF't5 I U BE INSULATED (SEE PLUMBING FIXTURE SCHEDULE) 111 TYPICAL SLOPE $ PER FOOT TO DRAIN (IF DRAIN REQUIRED BY CODE). z Q w J U �I "SN-er, FLOOR REDUCE HEIGHT BY 3 INCHES FOR. INSTALLATION OF CHILDRENS AICA COOLER LEGEND: A=eco1 r-df r Suppblocation. Shut-off Vahte trot au c > ) to accep 14"' 0,0, unpl tod cop r tube. U to ?` 76;1,.r€.) rnaxiown, oin frc° m wait, S - ar;ommn ed vVasze Outlet location. —to ac,_,ornayAafe 'tm#j2,, r€csminal drain r rn t (°I lvm) ,fejt from v, g, ares` f€rrrtisf,a j Efect€lcW S%;;a , ;3 Wire Rene W Box, Duptex Cluitet, E i rr € pro r :tltati sat t tral irr r ';` t S ri2iY € arxrrirrt r° 3 r frt a t .cats irk vmfll T16' il ,r i'* &)q motes for fastening to walf. EMOTE: New ins.'ablions Mut Usia Ground Fault Circuit #rrterr t f , F ;I, 39" TO 41" 54" min. I, 42" N.C. SOAP DISPENSER MOUNT @ H.C. MIRROR (16"x30") U O d- CV FIN. FLR. COORDINATE 36" H.C. GRAB BAR WITH 42" GRAB BAR 36" MIN. ao 1 " MIN. 24" MIN. U(0 r = O O m Fn M _ FIN. FLR. M M — . T/GRIPPING SURFACES I 11 M ACCESSORY / FI TURE MOUNTING HEIGHTS N.T.S. EACH TOILET ROOM (HANDICAP ACCESSIBLE): (1) TOILET TISSUE DISPENSER B-685 (2) GRAB BAR B-550 X 36 & 42 (1) MIRROR B-165-2430 NOTES: 1. ALL ITEMS LISTED ARE "BOBRICK" AS THE DESIGN BASIS 2.OTHER ACCESSORIES AS REQ'D. (I.E. NAPKIN DISPOSALS AND DISPENSERS, SOAP DISPENSER, PAPERTOWEL, DISPENSER, TRASH RECEPTACLE. MARKUPS # I DATE I BY ISSUE l 105-07-181 J5V I PER MARKUPS. ' REV1510N15 III-# I DATE I BY I ISSUE REST ROOM DETAILS RINEHART 55 A550CIATE5 LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 u 0 01 M. g ENS�c No. 55 .o ATE AZ s -1 DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1 112" = 1' JOB NUMBER 2035 PILE NAME 2035-5TR.DWG SHEET 5-0-10 ,C) w LLJ W U ma0� af°� N �a a o�g�oorz�z ==OzOa30 0 W 20 V O� ocw � n o Nu �o�Y zPOFoOLsw o�� NNFNZoW� � ggo Z O � roWyW� W f� �o MOM,. 1! j�� u LU =m a= o� �w 0 01 M. g ENS�c No. 55 .o ATE AZ s -1 DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1 112" = 1' JOB NUMBER 2035 PILE NAME 2035-5TR.DWG SHEET 5-0-10 1�11 Ti Roof Hatch Railing System Installation Instructions for all Models IRL2-S. RL2-STB, RL2-E, RL2-ETS, RL2-EYTB, RL2-F, RL2-FTB RL2-NB, RL2-NBTB, RL2-L- RL2-LTB, RL2-SS RL2-D, RL2-SV, RL2-CSTB, RL2-SS Tools Required for Installation: • Power drillwith 9r52' & 11/32"drill bits Tape measure and level -Work gloves (2) 1/2" Wrenches or sockets > (2) Locking pliers Type RL2-S rafflikq systern • (2) 7/16' Wrenches or socketsand optional LaddorUP" Large flat blade Screwdriver Optional • (2) 9116" Wrenches or sockets • Utility knife (1) 2 x 4 x 8' wood Safety Post shown -Allen wrenches 118', 3/16' 7164" • Safety glasses Wood saw Parts Lists Hardware Package Contents The number of railing panels supplied is dependent * (1}Gate Panel upon the roof hatch length Roof hatches under 59' in • (4) 3/8:'-16 stainless steel nylon insert hex nuts' - (4) Corner Brackets length require two rail panels Three or more panels • (16) 5116'-16 stainless steel nylon Insert hex nuts* Rail panels* are Stipp - (2) supplied for roof hatches that are 59- and longer in • (16) 1/4"-20 x 5/16' stainless steel acorn nuts* - length. (16) 1/4"-20 x 2-1/2 stainless steel hex head bolts' (8') Post mounting clamps** - (1) Hardware Package (contents listed at right) -06)5/16%l8x1 stainiess steel hex head bolts* **The number of post mounting clamps supplied is de- • (4) 318'-16. x 4-3/4' stainless steel hex head screws* pendent upon the roof hatch length, Eight brackets are (8) 13/32' stainless steel flat washers* The following components are also supplied only supplied for hatches under 59 in length. The number (32) 11/32" stainless steel flat washers* I on select models used on roof hatches greater than are 59' and longer in length - of post mounting clamps vanes for hat&,es that are 59" and longer in length Additional hardware is supplied for models designed for • Center Brackets longer roof hatches with center mounting brackets • Gate mounting posts • (1) 318'-16 x 7-1112' stainless steel hex head screw See Figure 6 on the reverse side Fused on railing systens with two post connectior) STEP I., Attaching corner brackets to flashing STEP 2: Attaching post mounting clamps Mounting holes are provided in each of the (4) corners of the capflashing on BILCO Attach (2) post mounting clamps to each corner bracket using '1I 3/8`-16 i< 4-3f4:' hex roofing products. If mounting holes are not in place in capflashing, position and clamp the head bolt, (1) 13/32' washer: and (1) 3/8>--16 hex lock nut as shown in Figure 2A. comer mounting brackets with locking pliers at shown in Figure 1A. Using the brackets Fland-tighten so that the post mountirc clanips are free to rotate (these boas will be fully as a drilling template: drill (4) 11/32" mounting holes in the capflashing (CAUTION: Do not tightened after the railing panels _iDeen installed) have penetrate the roofing material or inner wall of the roof hatch curb when drilling). Fasten comer bracket to the cap flashing using (4) 5116-18 x 1" hex head bolts, (8) 5/16" flat Railing Systems for hatches that are 54" and longer in length require a two post Con - washers, and (4) 5/15"-18 locknuts as shown on Figure 1B. Repeat this process on all Inaction on the corner opposite the access side as shown in Figure 6 on the reverse four roof hatch corners. side. The corner bracket at this location requires (4) post mounting clamps as shown in Figure 2B The installation process is the same as above but uses the 3/8-16 x 7-112" Note, Hatches 59" and longer will also require a center mounted bracket as shown in hex head bolt provided to accommodate the height of the additional rinGLifItIng Cian3P5 Figure 6 on the reverse side. This same process is used to attach the center mounting bracket to the root hatch flashing. CAUTION: Do not penetrate the roofing material or inner wall of the roof hatch curb when drilling (3 Corner bracket clamped to roof hatch flashing at each comer Figure 2A 3,16'-16 x 4-3,,4' hex head bolt _U washer Upper post mounting Clamp Stern pointing DOWNWARD Lower post mounting clarrip Stem pointing UPWARD Washer Lock nut I Figure 1 B] Tip Use a THE BILCO COMPANY needle nose C3 vise grip or Z pliers to hold _E 0 E to nut in place S-20 behind the, E capflashing o E J ---- II II L-------------------------------- 7 L -----------------------------------L >z I�5 Via =ziTzO� 0 ?U i7 U -i 5116-18x 1 hex 'lead bolts Vvasher and lock and washer nut installed behind capflashing Figure 26 Lock nut 3f8'-16 x 7-1.2 hex Mead Wit Washer Only far Roof Hatches 54" or longer in length where a two post connection is required. See Figure 5 on reverse side. The stems on the Upper tvX1 post mounting clamps are Installed pointina downward The stems ort the lowerw post tv mounting clamps are installed pointing upiiirard Q The SILCO Company, P.O. Box 1203, New Haven, CT 06505 U.S.A. Phone: (800)366-6530, Fax: (203)535-1582, E-mail: commercial@bilco.com, www.bilco.corn STEP 3: Installing rail panels STEP 4: Attaching gate Note, Railing systems for roct hatches that are 59" or greater in length require side I he gate panel is supplied withracItory installed hinges and latch strike pin, Position gate panel assembly before installation. See Figure 6 below forinstrictions. panel against side panel for gate mounting postl and align the hinge and side panel mounting holes as shown in Ftgu each hinge to the side panel using (2) Slide one side panel into post mounting clamps as shown in Figure 3A- Note Side panels 1/4-20 x 2-14 pan head and loosely secure screws with 1!4-20 acorn nuts Adjust gate e mounting posts on larger root hatches) are pre-drillea to accept gate hinges and posittion to align gate latch strike pin 'with latching mechanism on side rail by rotating post gat re 4A Attach supplied vvitth a factory Installed latching mechanism. Make sure that bolh the hinge holes mounting clamps as shown in Figure 4B Note- Proper clearances bet"seen the gate and the latching mechanism are, positioned or, the exit side of the roof hatch as shown in panel and the, side panel posts are '/4" or, the hinge side and 3/8' or-, the latching side Figure 4A IMPORTANT: The top of rail mi, st be 42' above the roof level in meet OSHA Fully tighten, hinge screws once the cats panel rs in proper position requirements) To simplify installation measure and cut 2 x 4 wood block spacers and position thern under the posts as shown in Figure 3A Verity that the side panel is level Step 5: Installing final bolts and secure to post clamping brackets in each crne, using (2; 1 1,'-`I0' .x 21`17 linx ngad bolt, and li'4'-20 acorn nuts in the posi top, 1 t1cle on1v a s shown in Figure 38. Note, Bolt Using a 91321' &ij bit and using Me position 2 holes in the post mouriting c=amp as a heads should be insetted into the slots oil the post rnour*ting brac"vels Repeat process to tefflplate, drill through the side panel post in each corner as shown in Figure 5A Insert install second side panel on smaller roof hatches and gate mounting post and end panels 1/4-20 x 2-1f2' hex head bolts so the head of the bot is aligned with slot on clamp Secure on longer roof hatches (See Figure 6), each bolt using a 1/4-20' acorn nut as shown in Figure 5B. With all of the post mounting clamp bolts fully secured, fully tighten he 3/8' comer mounting bolts in each corner and hinge bolts to complete the installation.. Figure 3A "rmote Post mounting clam.ps may need to be opened up slightly 42" to insert rails. Simply Minimum insert a large flat blade, Screwdriver into the IN41PORTANT- vertical slot and twist The top of the Pantile sjightiv, railing Sys- lem must be a minimum of 42" above the roof surface to meet OSHA tall protec- (ion requirement% "d blocks cut to suit to hold rail panel in position i A -2), X 2- 2" hea� d ViOuod support block Figure 4A Gatr- Panel with latch s!nke pin The latch strike pin is sup- plied with an Allen,�vrer%Ch adjw ustment screthat allows you adjust the length at the _.,oke pin. The latchinq mechanism is also Supplied elongated mounted holes for vertical freight adjustritert... -A -oosen alien virenc., h i, .:ie poi- t'w 9;31Mt_ n-lountmg Post) and V;Ie pin e ngtht toorig 1 4-20 ,"ely Secure List X 2-1'4pan head screws and acorn ritits, hex head bolt Acorn nut Engage bolli heads in notches provided In post mourifing clamps Position I Note Mounting clamp hole crospV to the roof hatch `lZ) Side panel with latching mechanism F rigage bolt heads in notches o;ovided in post mount ng clamps Acorn nut ..... . .. .. . ....... ......... .......... Figure 6 End Panel Installation Requirements for Roof Hatches 64"and Greater in Length Gate mounting post Side Panel Assembly Pre -drilled 1w accept Vile hinges f I Install gate riounling post comw or Roolatches 59 and greater in AW" per STEP 3 above length, the side rail panel is supplied in two sections #or case of shipment 0 Allen To connect these sections, simply -slide head the oper, ended section onto the fit- screw ting _s on the matting section as shown on the right Secure the railings to the fittlngs by tightening the alien head de as shown Two Post Connection Rerliilre,_?4� p, sl ,smounting f,,'a*r,,ps at this location on roof hatches 11 1 0 Allen. 54" of longer ln length See STEP 2 and Figure 2B on reverse side. head screw renter mounting Bracket ristdli I) center of fIa_;J1i,ig per STEPS 1 & 2 arid FiquI IA, IB- & 2A on I side MIAMI-DADE PRODUCT APPROVED NOA NO. 14-0708.07 MEETING LARGE AND SMALL MISSILE IMPACT REQUIREMENTS FLORIDA PRODUCT APPROVAL #FL15110 TYPE: S-20 AND S-50 ONLY THIS DRAINING IS THE PROPERTY OF THE BILCO COMPANY AND INCORPORATES INFORMATION WHICH ISPROPRIETARY. PUBLICATION AND/OR PUBLIC DISTRIBUTION IN WHOLE OR IN PART 15 EXPRESSLY PROHIBITED WITHOUT THE PRIOR WRITTEN CONSENT OF THE BILCO COMPANY. THE INFORMATION CONTAINED HERON REMAINS THE PROPERTY OF THE BILCO COMPANY. ALL RIGHTS RESERVED. 2 SPACES @ 14" O.C. [356MM] 2 1/4" TYP. ALL AROUND [57mm] 7/16- [11] DIA ANCF (ANCHOR BOLTS BY ANCHOR HOLE L) CTION VERTICAL LADDER TO HATCH 1/8" MOLDED POLYURETHANE LT5/fA5TIfNER_' 5ARY TO ANCH ARE BY OTHE 5 PRIOR TO LA 5P,c_C1F1C,4 11ON5 1. FRAME W/ CAPFLASHING (CORNERS FULL WELDED) S-20 — 14 GAUGE P.B. GALV. STEEL S-40 — 14 GAUGE P.B. GALV. STEEL S-50 — 11 GAUGE ALUMINUM S-90 — 14 GAUGE TYPE 304 STAINLESS STEEL 2. PINTLE HINGE 3. GASKET (ALL AROUND COVER) 4. COVER GAUGE S-20 — 14 GAUGE P.B. GALV. STEEL S-40 — 11 GAUGE ALUMINUM S-50 — 11 GAUGE ALUMINUM 0 S LESS STEEL 5. COVER LINER S-20 - 22 GAUGE P.B. GALV. STEEL S-40 - 18 GAUGE ALUMINUM S-50 - 18 GAUGE ALUMINUM S-90 - 22 GAUGE TYPE 304 STAINLESS STEEL 6. LIFTING MECHANISM WITH REINFORCED COMPOSITE TUBES AND COMPRESSIONS SPRINGS 7. 1" RIGID FIBERBOARD INSULATION 8. SLAM LATCH 9. INSIDE AND OUTSIDE HANDLES W1 PADLOCK HASPS 10. ARM GUIDE BRACKET 11. 1" THICK FIBERGLASS COVER INSULATION 12. HOLD OPEN ARM W/ RED VINYL GRIP 13. NEOPRENE GASKET 14. LOCK STRIKE & PADLOCK HASP 15. BILCLIP® FLASHING SYSTEM SHOP FINISH: STEEL: RED OXIDE PRIMER ALUMINUM: MILL FINISH HARDWARE: ZINC PLATED & CHROMATE SEALED (UNLESS OTHERWISE SPECIFIED) STAINLESS STEEL: BEADBLAST FINISH TYPE 316 S/S HARDWARE THIS PRODUCT MAY BE INSTALLED ON EITHER A FLAT OR SLOPING ROOF. WHEN INSTALLED ON A SLOPE, THE HINGE SIDE MUST RUN PARALLEL WITH THE SLOPE. IF SLOPE EXCEEDS 30', ADVISE FACTORY FOR MODIFICATION. Manufacturers of Doors for Special Services [940mm] 2'-6" FRAME OPENING LENGTH [762mm] THE BILCO COMPANY r___J --------------------------- -- ------------------------------ C3 01 Z SIZE X-0" x 2'-6" _E 0 E ilii S-20 STEEL COVER/STEEL FRAME E C o E J ---- II II L-------------------------------- 7 L -----------------------------------L MIAMI-DADE PRODUCT APPROVED NOA NO. 14-0708.07 MEETING LARGE AND SMALL MISSILE IMPACT REQUIREMENTS FLORIDA PRODUCT APPROVAL #FL15110 TYPE: S-20 AND S-50 ONLY THIS DRAINING IS THE PROPERTY OF THE BILCO COMPANY AND INCORPORATES INFORMATION WHICH ISPROPRIETARY. PUBLICATION AND/OR PUBLIC DISTRIBUTION IN WHOLE OR IN PART 15 EXPRESSLY PROHIBITED WITHOUT THE PRIOR WRITTEN CONSENT OF THE BILCO COMPANY. THE INFORMATION CONTAINED HERON REMAINS THE PROPERTY OF THE BILCO COMPANY. ALL RIGHTS RESERVED. 2 SPACES @ 14" O.C. [356MM] 2 1/4" TYP. ALL AROUND [57mm] 7/16- [11] DIA ANCF (ANCHOR BOLTS BY ANCHOR HOLE L) CTION VERTICAL LADDER TO HATCH 1/8" MOLDED POLYURETHANE LT5/fA5TIfNER_' 5ARY TO ANCH ARE BY OTHE 5 PRIOR TO LA 5P,c_C1F1C,4 11ON5 1. FRAME W/ CAPFLASHING (CORNERS FULL WELDED) S-20 — 14 GAUGE P.B. GALV. STEEL S-40 — 14 GAUGE P.B. GALV. STEEL S-50 — 11 GAUGE ALUMINUM S-90 — 14 GAUGE TYPE 304 STAINLESS STEEL 2. PINTLE HINGE 3. GASKET (ALL AROUND COVER) 4. COVER GAUGE S-20 — 14 GAUGE P.B. GALV. STEEL S-40 — 11 GAUGE ALUMINUM S-50 — 11 GAUGE ALUMINUM 0 S LESS STEEL 5. COVER LINER S-20 - 22 GAUGE P.B. GALV. STEEL S-40 - 18 GAUGE ALUMINUM S-50 - 18 GAUGE ALUMINUM S-90 - 22 GAUGE TYPE 304 STAINLESS STEEL 6. LIFTING MECHANISM WITH REINFORCED COMPOSITE TUBES AND COMPRESSIONS SPRINGS 7. 1" RIGID FIBERBOARD INSULATION 8. SLAM LATCH 9. INSIDE AND OUTSIDE HANDLES W1 PADLOCK HASPS 10. ARM GUIDE BRACKET 11. 1" THICK FIBERGLASS COVER INSULATION 12. HOLD OPEN ARM W/ RED VINYL GRIP 13. NEOPRENE GASKET 14. LOCK STRIKE & PADLOCK HASP 15. BILCLIP® FLASHING SYSTEM SHOP FINISH: STEEL: RED OXIDE PRIMER ALUMINUM: MILL FINISH HARDWARE: ZINC PLATED & CHROMATE SEALED (UNLESS OTHERWISE SPECIFIED) STAINLESS STEEL: BEADBLAST FINISH TYPE 316 S/S HARDWARE THIS PRODUCT MAY BE INSTALLED ON EITHER A FLAT OR SLOPING ROOF. WHEN INSTALLED ON A SLOPE, THE HINGE SIDE MUST RUN PARALLEL WITH THE SLOPE. IF SLOPE EXCEEDS 30', ADVISE FACTORY FOR MODIFICATION. Manufacturers of Doors for Special Services THE BILCO COMPANY Net Hawn, Connecticut 06505 SINGLE LEAF ROOF SCUTTLE TYPE S SIZE X-0" x 2'-6" QTY TYPE WIDTH x METAL LENGTH S-20 STEEL COVER/STEEL FRAME S -40 ALUM. COVER/STEEL FRAME S-50 ALUM. COVERALUM, FRAME R00,F LADDI AN 3/4" 0 STL RUNS 1`13 112 X 3 SIDE RAILS P 1/4 X 3 X 0'- 1 1 112" BENT E3PACr\ET5 W1 11 112" 0 X 0'-5" EXPAN51ON ANCHORS MARKUP5 DATE 1 BY SSUE 05-07- 18 J5V PER IF5. 05-24-181 J5V I PER MARKUPS. REV151CIN5 # DATE BY 155LJE R001' HATCH LADDER DETAILS, RINEHART 55 ASS IAT LLC 1 45 1 RINEHART ROAD, 5ANf0RD, FL 32771 z Z < 0 Q) C) 5 OL6() LU M >z I�5 Via =ziTzO� 0 ?U i7 U -i 0 'a b 5.8neo c 't ') In 9. LEE2 lo5 d C gocQo 0? 0 V 4 0 2 pn2, nn W .30 �OL 0 0 Q < I LU Y ri2< ED ;im K6 11Z/ Design No. 0425 BXUV.U425 Fire -resistance Ratings - AN 263 pja oe Bottom Design/System/Constniction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated b y UL for compliance w ith applicable requirements. The published information cannot alw ays address every construction nuance encountered in the field• • When field issues arise, it is recon -mended theft rst contact for assistance be the technical service staff provided by the product manufacturer noted for the design, Users of fire resistance assemblies are advised to consultthe general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products w hick bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/1ULC-S101 Certified for Canada See ('+ever al Informationfor Fire-ras once Ratings - AN SIIUL 263 Certified for L Wiled States Qg on Criteria andAllow aklaVariances R n rel Inform ion for Fir R i�+an R in as -CAN/ULC-5101 Certified for Canada j.;Eyan Criteria and Allow a6l a Variances Design No. U425 April 06, 2018 (For ExtariorWalls, Ratings Applicable Far Exasure Ta Fire Gin Interlar Face Only, (See Items 4 and 5) Bearing Wall Rating - 314 Mr., 1, 1-112 or 2 Hr. (&Aa Ria du 2 avid 4) This design was ova luated using a load dasign method other than the Limit states Design met had (a-9- wcrkiog stress Design Moth ad). Far iurkdi•rtians am play Ina the Limit States Design Met had, such as Ca nada, a load restritlian factarehalI be used - SieeGuide BXUVar EXUV7 * Ilid "tassuch praduets shall boar tha UL areUL CAetifkAtian Mark far jurisd:ctians am splaying tha UL a CUL CAe6f;CA tian (such ascanada}, raspiactilvaly. 4D. Wall and Partition Facings and Accessories* - (As an alternate to Items 4 through 4C) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type QuietRock ES. 4E. Wall and Partition Facings and Accessories* - (As an alternate to Items 4 through 4D) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type QuietRock 527. 4F. Gypsum Board - As an alternate to 5 8 in. Type FSW in Item 4 - Nom. 5 16 in. thick sum panels applied YPs ( YP ) 9YP P PP vertically. Two layers of 5 16 in. for ever single layer of 5 8 in. sum board described in Item 4. Horizontal joints on / Y 9 Y % ) Y• Y gypsum the same side need not be staggered. Inner layer of each double 5/16 in. layer attached with fasteners, as described in item 4, spaced 24 in. CC, Outer layer of each double 5/16 in. layer attached per Item 4. NATIONAL GYPSUM CO - Type FSW 5. Gypsum Sheathing - For exterior walls, 112 or 518 in. thick Classified or unclassified exterior gypsum sheathing applied vertically and attached to studs and runner tracks with 1 in. long Type S-12 bugle head screws spaced 12 in. OC along studs and tracks. One of the following exterior facings are to be applied over the gypsum sheathing. a. Siding, Brick, or Stucco - Aluminum siding, steel siding, brick veneer, or stucco attached to studs over gypsum sheathing and meeting the requirements of local code agencies. When a min 3-3/4 in. thick brick veneer facing is used, the Exterior Wall Rating is applicable with exposure on either face. Brick veneer wall attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. When a min 3-3/4 in. thick brick veneer facing is used, Foamed Plastic (Item 10) may be used. b. Cementitious Backer Units* - 1/2 or 5/8 in. thick, square edge boards, attached to steel studs over gypsum sheathing with 1-5/8 in. long, Type S-12, corrosion resistant, wafer head steel screws, spaced 8 in. OC. Studs spaced a max of 16 in. OC. Joints covered with glass fiber mesh tape. UNITED STATES GYPSUM CO - Type DCB c. Fiber -Cement Siding - Fiber -cement exterior sidings including smooth and patterned panel or lap siding. d. Molded Plastic* - Solid vinyl siding mechanically secured to framing members in accordance with manufacturer's recommended installation details. ALSIDE, DIV OF ASSOCIATED MATERIALS INC e. Wood Structural Panel or Lap Siding - APA Rated Siding, Exterior, plywood, OSB or composite panels with veneer faces and structural wood core, per PS 1 or APA Standard PRP - 108, including textured, rough sawn, medium density overlay, brushed, grooved and lap siding. f. Building Units* - (Not Shown) - 3 in. thick 18 x 24 in. cellular glass blocks, applied to the gypsum sheathing (Item 5) with PC 88 adhesive or fastened with F anchors spaced a maximum 24 in. OC. F anchors fastened to framing members with 1-1/4 in. long #6 drywall screws. PITTSBURGH CORNING CORP - Type FoamGlas 6. Fasteners - (Not Shown) - Screws used to attach wallboard to studs: self -tapping bugle head sheet steel type, spaced 12 in. O.C. First layer Type S-12 by 1 in. long for 1/2 and 5/8 in. thick wallboards and 1-1/4 in. long for 3/4 in. thick wallboard. Second layer Type S-12 by 1-5/8 in. long for 112 and 5/8 in. thick wallboards and 2-1/4 in. long for 3/4 in, thick wallboard. Third layer Type S-12 by 1-7/8 in. long. 7. Batts and Blankets* - Placed in stud cavities of all exterior walls. May or may not be used in interior walls. Any glass fiber or mineral wool batt material bearing the UL Classification Marking as to Fire Resistance, of a thickness to completely fill stud cavity. See Batts and Blankets* (BZJZ) Category for names of Classified companies. 7A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 7) - (100% Borate Formulation) - Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 Ib/fO. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 Ib/ft3, in accordance with the application instructions supplied with the product. U S GREENFISER L L C - INS735 & INS745 for use with wet or dry application. INS765LD and INS77OLD are to be used for dry application only. INTERIOR WALL 0 HORIZONTAL SECTION EXTERIOR WALL S)Sb 5c or 5e �7 Cis INTERIOR ( FIRE ) SIDE HORIZONTAL AL SECTION 1, Steel Floar and Ceiling TraCIM -(Not Shown)- Top and bottom tracks of w all assernbli es shall consist cf steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or rnin No. 20 NISG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in, thick) primed steel, that provide a sound structural connection betw een steel studs, and to adjacent assemblies such as a floor, ceiling, andror other walls. Attached to floor and ceiling assemblies w ith steel fasteners spaced not greaterthan 24 in. U.C. 2. Steel Studs - Min 3-1/2 in, w ide, No. 20 MSG (0.0329 in., min bare metal id-,ickness) c=orrosion protected cold formed steel studs designed in accordance with the current edition of the Specification for the De_.ign of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the _feel stud designer andior producer, and shall rneetthe requirements of all applicable local code .ag en_ie_, The ma,. said spacing of Wall a> -sen -blies shall not exceed 24 in. OC (or 16 in. OC when Item 5b Is used). Studs attached to floor and ceilingtrack._ ith V2 in, long Type S-12 steel screw s on both sides of sbLids or by w elded or bolted conne tions designed in .a=cs tclance t, itF, the AISI specifications• 2A. Framing Member&* - Steal Studs - In lieu of Item 2 - Min 3-1j 2 in. w ide, No. 20 FISG (0.0329 in., min bare metal thickness) corrosion protected cold formed steel studs designed in ao_crrdance w ith the current edition of the Specification for the Design of Cvld-Fornned Steel Structural Mernberz by the American Iron and 5 te.I Instituta )NI design d etails enhancing the structural integrity of the w all assembly, including the axial design load of the studs, shall be as specified by the steel stud designer andlor producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC (or 16 in• OC cher, Item 5b is u ed'), Studs attached to floor and ceiling tracks with 1/2 in. long Type S-12 steel screws on both --ides of studs or by +- elded or bolted connections designed in accordance with the AISI specifications. EB METAL INC - NITROSTUD 7B. Fiber, Sprayed* - As an alternate to Item 7 and 7A - Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 4.58 Ib/ft3. NU -WOOL CO INC - Cellulose Insulation 7C. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 7) - Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 Ibs/ft3. INTERNATIONAL CELLULOSE CORP - Celbar-RL 7D. Fiber Sprayed* - (Optional) - As an alternate to Batts and Blankets (Item 7) - Spray aPPliedminer I wool insulation. The fiber is applied with adhesive, at a minimum density of 4.0 pcf, to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERICAN ROCKWOOL MANUFACTURING, LLC - Type Rockwool Premium Plus 8. Joint Tape and Compound - (Not Shown) - Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layer. Perforated paper tape, 2 in. wide, embedded in first layer of compound over all layer, joints of outer la ] Y 9. Furring Channels - (Optional, Not Shown, for single or double layer systems) - Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. 10. Foamed Plastic* - Not Shown -For use with brick veneer as outlined in Item 5A - Maximum 2 in. thick rigid polystyrene insulation attached to studs with fasteners of sufficient length to penetrate the foam and 3/16 in, into the stud. A minimum 1 in. air space is to be maintained between the outer surface of the foamed plastic and the inner surface of the brick veneer. ATLAS EPS, DIV OF ATLAS ROOFING CORP - Type Thermal5tar OWENS CORNING SCIENCE AND TECHNOLOGY, LLC 10A. Foamed Plastic* - (Optional, Not shown) - Mortar drop protection - Foamed plastic with mortar control device attached, continuous, by drainage holes at bottom of air space behind brick veneer. OWENS CORNING SCIENCE AND TECHNOLOGY, LLC - WeepGuard 10B. Foamed Plastic* - Polyisocyanu rate foamed plastic insulation boards, any thickness, Classified in accordance with BRYX and / or CCVW. May be used with any exterior facing shown under items 5a, 5c, 5d and 5e. ATLAS ROOFING CORP - "EnergyShield Pro Wall Insulation", "EnergyShield Pro 2 Wall Insulation", EnergyShield CGF Pro and EnergyShield Ply Pro CARLISLE COATINGS & WATERPROOFING INC - Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge- CI Foil Exterior Wall Insulation" and "Enverge" CI Glass Exterior Wall Insulation" HUNTER PANELS - Type Xci-Class A, Xci 286, "Xci CG", "Xci Foil" RMAX OPERATING L L C - Types TSX-8500, TSX-8510, Thermasheath-XP, ECOMAXci", "Thermasheath-3" and "Durasheath-3 THE DOW CHEMICAL CO - Type Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMORci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP), and TUFF -R" ci Insulation IOC. Building Unit* - Polyisocyanurate foamed plastic composite insulation boards, any thickness, Classified in accordance with BZXX. May be used with any exterior facing shown under items 5a, 5c, 5d and 5e. HUNTER PANELS - Type "Xci NB" and "Xci Ply" 26. Framing Members* - Steel Studs - In lieu of Item 2 - Min 3-5/8 in. wide, No. 20 MSG (0.036 in. min. thickness) corrosion protected cold formed steel studs designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC (or 16 in. OC when Item 5b is used). Studs attached to floor and ceiling tracks with 1/2 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. BAILEY METAL PRODUCTS LTD 3. Lateral Support Members - (Not Shown) - Where required for lateral support of studs, support may be provided by means of steel straps, channels or other similar means as specified in the design of a particular steel stud wall system. 4. Gypsum Board* - Any 1/2 in. thick UL Classified Gypsum Board that is eligible for use in Design No. X515. Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. Gypsum board bearing the UL Classification Marking as to Fire Resistance. Applied vertically with joints between layers staggered. Outer layer of 3 layer construction may be applied horizontally unless specified below. The thickness and number of layers and percent of design load for the 45 min, 1 hr, 1-1/2 hr and 2 hr ratings are as follows: Interior Walls Rating Wallboard Protection Both Sides of Wall - No. of Layers & Thkns of Board In. Each Layers o/a of Design Load 45 min *1 layer, 112 in. thick 100 1 hr *1 layer, 5/8 in. thick 100 1-1/2 hr *2 layers, 1/2 in. thick 100 2 hr *2 layers, 5/8 in. thick or BO *3 layers, 1/2 in. thick 100 �r N� *2 layers, 314 in. thick 100 * Ratings applicable to assemblies serving as exterior walls where Classified fire resistive gypsum sheathing type wallboard is substituted on the exterior face. Exterior Walls Rating Wallboard Protection on Interior Side of Wall - No. of Layers & Thkns of Board In. Each Layers % of Design Load 45 min 1 layer, 5/8 in. thick 100 1 hr 2 layers, 1/2 in. thick 100 1-1/2 hr 2 layers, 5/8 in. thick 100 2 hr 3 layers, 1/2 in. thick 100 2 layers, 3/4 in. thick 100 ACADIA DRYWALL SUPPLIES LTD JView Classification) - CKNX.R25370 AMERICAN GYPSUM CO,(View Classification) - CKNX.R14196 BELTING NEW BUILDING MATERIALS PUBLIC LTD CO (View Classification), - CKNX.R19374 CERTAINTEED GYPSUM INC,(View Classification) - CKNX.R3660 CGC INC ,(View Classification) - CKNX.R19751 RMAX OPERATING L L C - Types Thermasheath-SI, ECOBASEci, and ThermaBase-CI attached to studs with Type S scre;:,s long enough to penetrate the studs a minimum of three threads. 11. Cementitious Backer Units* - (Optional, Item Not Shown - For Use On Face Of 1 Hr Or 2 Hr Systems With All Standard Items Required) 7116 in., 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 318 in. for steel framing members spaced a max of 8 in. OC. When 4 ft. wide boards are used, horizontal joints need not be backed by framing. 2 -Hr System - Applied vertically with vertical joints centered over studs, Face layer fastened over gypsum board to studs and runners with cement board screws of adequate length to penetrate stud b a minimum of 3 8 in. for steel framing members and a minimum of 3 4 q 9 p Y / 9 / in. for wood framing P members spaced a max of 8 in. OC. NATIONAL GYPSUM CO - Type DuraBacker, PermaSase Dura Backer Plus or PermaBase Plus YP , 12. Wall and Partition Facings and Accessories* - (Optional, Not Shown) - For use with Item 1, Items 2 and 2A, Item 3, Item 4 to 413, Item 6, Item 7, Item 8 and Item 9. For maximum fire rating of 1 hour. On one side of the wall, over the first layer of Gypsum Board (Item 4 to 4B), install RefleXor membrane with the gold side facing outwards. Membrane installed with T50 staples spaced 12 inches on center in both directions as per manufacturer's instructions, seams in membrane to be overlapped by 2 inches. When RefleXor membrane is used an additional layer of Gypsum Board thatidentical to the one used in the first la and asspecified in Item 4 to 4B shall be installed over the Is de layer Y membrane. The additional layer of Gypsum Board to be installed through the membrane to the stud as specified in Item Y YP 9 4 to 413 except the fastener length shall be increased by a minimum of 5/8 inch, Install Batts and Blankets in the stud cavity as per Item 7. On the other side of the wall prior to the installation of the Gypsum Board install Resilient Channels 25 MSG gal, steel, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws. Over the Resilient Channels install 3/4 inch thick SONOpan panel secured to the Resilient Channels with drywall screws and washers spaced at 16 in. OC on the perimeter of the panel and 8 in. OC in the field of the panel. Over the SONOpan panel install the same Gypsum Board as specified in Item 4 to 4B with the fastener length increased by minimum 3/4 inch. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. MSL - RefleXor membrane, SONOpan panel 13. Wall and Partition Facings and Accessories* - (Optional, Not Shown) - When the Wall Assembly is used as an External Wall, on the External side of the wall one of the following Wall and Partition and Facing Accessories may be used refer to items A to C below. A. Non Insulated System with Metal Channels - Install moisture barrier over the Gypsum Board Item 4 and Install Acry Metal Channels vertically at a horizontal spacing not greater than 24 inches OC over the moisture barrier. Acry Metal Channels attached through the moisture barrier and the Gypsum Board to the Steel Studs Item 2 using fasteners specified by the manufacturer and fasteners spaced max., 24 in. OC. Install Acrytec Panels on Acry Metal Channels using 1-1/4" long corrosion coated stainless steel screws spaced at a max spacing of 24 inches OC, along with manufacturer's approved adhesive (3M 540 or Tremco Vulcum 116). Adhesive to be applied in a zigzag pattern along every channel. Joint treatment in between panels shall be Tremco illmod 600 pre compressed polyurethane foam sealant. B. Insulated System with Metal Channels - Install moisture barrier over the Gypsum Board Item 4. Install galvanized Z girt channels specified by the manufacturer over the moisture barrier and the Gypsum Board Item 4. Z girt channels to be installed horizontally at a max. spacing of 24" OC. Z girt channels attached through the Gypsum Board and the moisture barrier to the Steel Studs Item 2, with screws provided by the manufacturer at a max spacing of 24 inches CC, Install mineral wool insulation between the Z9 irts• Maximum thickness of mineral wool insulation not to exceed 6 in. As per manufacturer's instructions install Acry Metal Channels vertically over the Z girts at a max horizontal spacing of 24 in. OC, Acrytec Panels installed on Acry channel with 1-1/4" long corrosion coated stainless steel screws at a max spacing of 24 in. OC, along with manufacturers approved adhesive (3M 540 or Tremco Vulcum 116). Adhesive to be applied in a zigzag pattern along every channel. Joint treatment in between panels to be Tremco illmod 600 pre compressed polyurethane foam sealant. C. Non Insulated Wood Strapping System - Install moisture barrier over the Gypsum Board Item 4 and Install 1" x 3" wood strapping vertically at a horizontal spacing not greater than 24 inches OC., over the moisture barrier. 1" x 3" wood strapping attached through the moisture barrier and the Gypsum Board to the Steel Studs Item 2, using fasteners specified by the manufacturer and fasteners spaced max., 24 in, OC. Acrytec Panels to be installed on the 1" x 3" wood strapping using manufacturers approved stainless steel fasteners spaced at maximum 24 inches OC along with Tremco Vulcum 116 adhesive applied in a zigzag pattern along every wood strap. Joint treatment in between panels to be Tremco illmod 600 pre compressed polyurethane foam sealant. D. Insulated Wood Strapping System - Install moisture barrier over the Gypsum Board Item 4. Install Extruded Polystyrene Insulation over moisture barrier, max thickness of insulation not to exceed 4 inches. Install 1" x 3" wood strapping vertically at a horizontal spacing not greater than 24 inches OC. Wood strapping attached through the Insulation, the Gypsum Board and moisture barrier to the Steel Studs Item 2 using fasteners specified by the manufacturer and fasteners spaced max. 24 in. OC. Acrytec Panels to be installed over the wood strapping using manufacturers approved stainless steel fasteners at a max spacing of 24 in. OC and Tremco CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C,(View Classification) - CKNX.R18482 GEORGIA -PACIFIC GYPSUM L L C ,(View Classification), - CKNX.R2717 LOADMASTER SYSTEMS INC (View Classification) - CKNX.R11809 NATIONAL GYPSUM CO,(View Classification) - CKNX.R3501 PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM,(View Classification), - CKNX.R7094 PANEL REY S A (View Classification) - CKNX.R21796 SIAM GYPSUM INDUSTRY (SARABURI) CO LTD .(View Classification) - CKNX.P19262 THAI GYPSUM PRODUCTS PCL,(View Classification) - CKNX.R27517 UNITED STATES GYPSUM CO (View Classification) - CKNX.R1319 USG BORAL DRYWALL SFZ LLC (View Classification) - CKNX•R38438 USG MEXICO S A DE C V ,(View Classification), - CKNX.R16089 4A. Gypsum Board - Nom. 314 in. gypsum board applied vertically with joints between layers staggered. The thickness and number of layers and percent of design load for the 2 hr ratings are shown in the table above. CGC INC - Types AR, IP -AR, IP -X3, or ULTRACODE UNITED STATES GYPSUM CO - Types AR, IP -AR, IP -X3, or ULTRACODE USG BORAL DRYWALL SFZ LLC - Type ULTRACODE USG MEXICO S A DE C V - Types AR, IP -AR, IP -X3, or ULTRACODE 4B. Gypsum Board* - (As an alternate to Items 4 and 4A) - Nom. 5/8 in. thick gypsum panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs on interior walls need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers on interior walls (multilayer systems) staggered a min of 12 in. GEORGIA -PACIFIC GYPSUM L L C - GreenGlass Type X, Type DGG NATIONAL GYPSUM CO - Type FSW-6. 4C. Gypsum Board* - (As an alternate to Items 4 through 4B) - 5/8 in. thick, 4 ft. wide, paper surfaced applied vertically only and secured as described in Item 6. GEORGIA -PACIFIC GYPSUM L L C - Type X ComfortGuard Sound Deadening Gypsum Board, NATIONAL GYPSUM CO - SounclBreak XP Type X Gypsum Board Vulcum 116 adhesive applied in a zigzag pattern along every wood strap. Joint treatment in between panels to be Tremco illmod 600 pre compressed polyurethane foam sealant. ACRY'CEC PANEL INDUSTRIES - Nominal 5/8 Inch thick Acrytec Panel * Indicates such products shall bear the UL or cUL Certification Marts for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Undated on 2018-04.06 Questions tions? Pr s .dg Terms of Use FMSJ22 ry 2016 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory, subject to the following conditions: 1, The Guide Information Assemblies Constructions, Designs, Systems, and/or Certifications files must be resented in their entirety and in a non - misleading , (files) P esti` misleading manner, without any manipulation -of the data (or drawings).;2. The statement 'Reprinted from the Online Certifications Director eP Y with Permission from UL" must appear adjacent to the extracted edmaten 'l. In addition, the. reprinted material mustinclude a copyright notice in .''r1 c then format: 1 following a 0 2 8 UL LLC". 4 MARKUPS DATE BY 155UE -07-18 J5V _PER MARKUPS. -24-18 J5V PER MARKUPS. REV1510N5 # I DATE I BY I 155UE UL CODE RINEHART KD.55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 LN CD Zm CD 3� � o Q) in �U UJ N Q ZO > a7 0"'o Z UO - ITO OQ Jg J Nm You 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE N.T.5 Wo� U 2035 z "nom No� k?9 �r N� V5p0 =zp�oa o W LL =J g� Z. >L� <afz0�. o �aaz3Nu oma= < N u� m m n n w� z "�'V1.6��-NU Z i- l� � UR o-� ^n� �_n Lel •�' _ zWbF-928- N�<<zars,a< �'n�uz6 Z _� EEE U Nr K ~ < d LU Z G= n S M. g p . IGEN No. 55428 Q STA OF OR F•' 1� �� r11111tIit� DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE N.T.5 JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5 -UL- I MANUFACTURERS ASSOCIATION .Fire Testing of Interior Separation Wall Joint This test program was undertaken by the Metal Building Manufacturers Association and tested at Omega Point Laboratories to evaluate the fire performance of the junction between a one-hour fire rated wall assembly and the non-combustible metal roof panels. (Ref. Omega Point Project No. 16343-108145). The fire exposure used to evaluate the joint was the time - temperature curve in ASTM E 119 for fire rated walls. There is no test method for evaluating the fire integrity of the joint where a fire rated wall meets the roof insulation under non-combustible metal roof panels. Also, building codes do not require this joint to be fire rated. This bulletin serves to answer questions raised by building and fire code officials concerning fire spread over the top of the fire rated wall via the vinyl vapor retarder. The test was performed in the worst-case orientation, with purlins fumed perpendicular to the wall framing of the one-hour wall. Therefore, the same performance can be expected with the wall framed in any orientation with respect to the purlins. The test also showed there is no need to cut the vapor retarder, so it can be continuous over the top of the wall. SECTION A -A Note: Vinyl vapor retarder in item 2 above may continue over the top of the wa 11 or be cut and folded between ceiling runner and gypsum wallboard as shown in the drawing. Interior Separation Wall Joint i1111 . mum , FRAMING ELEVATION Note: Gypsum Wallboard not shown. Fire caulking shall fill all openings where gypsum wallboard fits around purin penetrations. The fire test was terminated at I hour and forty-one minutes, during which time no flaming occurred on the unexposed surface of the wall or roof at the point. The construction details that successfully prevented flaming over the top of the wall in the test are shown below. Metal Roof Panels -- No. 26 MSG min. galvanized, Galvalumeg, or painted steel. 2. Batts or Blankets -- Vinyl faced compressible glass fiber insulation weighing between 0.6 and 4.7 pef, installed at the bottom side of roof deck panels over top of purlins. Note: Fiberglass insulation with alternate facing materials can be used, if flame spread is less than or equal to 25, and has a smoke developed rating of less than or equal to 50 per ASTM E84. 3. Mineral Wool Batts _ 2 inches thick, 8-9 pcf density, fire stop across top of wall. 4. Steel Roof Purlin - C or Z-shaped, minimum 8 inches deep, No. 16 MSG min. galvanized or painted steel. 5. Wallboard, gypsum — 5/8 inch thick, Type X gypsum wallboard. 6. Steel Studs Channel shaped min. 2 Y2 inch wide, 1 I/4 inch flanges, and Y4 inch return steel studs of No. 25 MSG min. steel, spaced 24 inches O.C. max. (Ref. UL Design No. U425). 7. Floor and Ceiling Runners — Channel shaped of 25 MSG min. steel with min. 1 -inch long legs to accommodate main wall studs. Runner at the top of the wall attached to the bottom of the purlins. Inverted runner attached to the top of the wall runner between purlins in order to support the short length of steel studs capped with a runner to compress the mineral wool batts and the glass fiber insulation under the roof panels. 8. Fire Caulking — Bead of fire caulk along the joint formed by the gypsum wallboard and the glass fiber insulation applied along the top of the wall and on both sides of the wall in accordance with the manufacturer's specifications. Fire caulking of all openings between the gypsum wallboard and the purlins on both sides of the wall. page Bottom Design No. U905 BXUV.U905 Fire -resistance Ratings - ANSI f UL 263 Design/System/Construction/Assembly Usage Disclaimer • Authorities Hawing Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdi tion shoul d be consulted before r_onstruction• • Fire resistance assemLlies and products are developed by the design submitter- and have been investigated by UL for compliance with applicable requiremerst., The published information cannot al aks address every construction nuance encountered in the field, + When fief d i slues ari se! it is recce rrrnend ed th e fi r -t conta t for• a ssi stan•_ e be the tec hni cal sere i ce stag pr ovi ded by the p rodu t rnanuf actu rer noted for the design. Users of fire resistance assemblies are advised to consult the general G uide Information for each product category and each group of a_sernblies. TI -e wide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products ■, hich bear UL's Hark are considered Certified, BXUV - Fire Resistance Ratings - ANSIJUL 263 Certified for United States BUV7 - Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada �■ ■�Wrevnmr-m - - -L i - ■ ■ • • esi gn CHterm- --G —neral .. CANJULC-SI-01 Certified ■ Crmterman Design No. U905 _•:.pr it 09, 2018: B-naring Wall Rating — 2 HR. Nonbearing Wall Rating — 2 MR This d-esign was ova luatad using a load design methnd nther than the Limit 5tat$s Design Mathod (a4., Working strass Design Method). Far jurisdictionis amploying the Limit States Design Method, such as Ca flada, a load rastricticn factor shall be u sed — 5aa Gu ids BXUV in BXUV7 * Indicates such prioducts shall bbaarth-0 UL nrcUL Cnrtificatinn Mark far jurisdictinnsempinying the UL Or CUL Certification (such as Canada), respectively. 77 I, 4 I-.--..� � 1 f r ! 1 • ' Ill I � fJ+a1 �� - ) j''�' L ply_ � J I! M I .. 1 7II€ 1I 7-j'9' MIN. . { it i=i.;i5 ;� r l•tw,� Hyl J iti +I i 1 �� '..�lsT ter' T SII 1 �. t y ry �J 1, Concrata Blacks -41 — ,-,'ariouS design=, Classification D-2 (: hr.. 8eeCan crata Blncks category for list of eligible rnanutaturers. 2. Mrtar—Blocks laid I t JII bed -t -T_irtar, n o 3/8in, thick, of not less than 2- # and no} more than 3- 2 P arts of C clean sharp sand to. 1 part portl.and cement (pr opvrtioned by �.c•lurrr.l and not rnorethan ...0 percervk hydrated lime (by cement volume), ',.vertical joi nts staggered, 3. Pa Man d Ce me Fit 5t ucc�a o r Gy psu m Plasty r — Add 1/2 For to cl assifi cati on if used. 'YVh ere c on -b usti bl a members are framed in wall, plaster o stuccomust be applied on th e f ace o pposite f rami ng to achieve amax. Classification of 1- :1,12 hr, Attached to concrete blocks (Item 1), 4. Loose Masonry Fill If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* — (Optional -Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). ATLAS ROOFING CORP — "EnergyShield Pro Wall Insulation", "EnergyShield Pro 2 Wall Insulation", EnergyShield CGF Pro and EnergyShield Ply Pro CARLISLE COATINGS & WATERPROOFING INC Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C — "EnvergeTM CI Foil Exterior Wall Insulation" and "Enverge" CI Glass Exterior Wall Insulation" HUNTER PANELS — Types Xci-Class A, Xci 286 RMAX OPERATING L L C "TSX-8500", "TSX-8510", 'Thermasheath-XP' "ECOMAXci", "Thermasheath-3" "Durasheath-3" THE DOW CHEMICAL CO — Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF- , ci Insulation 5A. Building Units — As an alternate to Items 5, min. 1 -in thick polyisocyanurate composite foamed plastic insulation boards, nam. 48 by 48 or 96 in. RMAX OPERATING L L C — "Thermasheath-SI "ECOBASEci", "ThermaBase-CI" Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL orcUL Certification (such as Canada), respectively. Last Updated on 2018-04-09 Questions? Print this nage Terms of Use Paae Ton © 2018 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products > bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Director subject p e p y �e to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2018 UL LLC". MARKUP5 # I DATE I BY I 155UE I 105-07-151 J5V I PER MARKUP5. REVISIONS ■ # I DATE 1 BY 1 155UE UL CODE RINEHART KD.55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 0 l 0 a J _Z Z Q �Z Z N� o0 ill U J Runner Track steel Between r Stud ------- Purlins RMB 05-10-18 LU U —i Runner Track Bottom of _ ' Steel �� Continuous Under Pur lins Pullin Stud GnN Interior Separation Wall Joint i1111 . mum , FRAMING ELEVATION Note: Gypsum Wallboard not shown. Fire caulking shall fill all openings where gypsum wallboard fits around purin penetrations. The fire test was terminated at I hour and forty-one minutes, during which time no flaming occurred on the unexposed surface of the wall or roof at the point. The construction details that successfully prevented flaming over the top of the wall in the test are shown below. Metal Roof Panels -- No. 26 MSG min. galvanized, Galvalumeg, or painted steel. 2. Batts or Blankets -- Vinyl faced compressible glass fiber insulation weighing between 0.6 and 4.7 pef, installed at the bottom side of roof deck panels over top of purlins. Note: Fiberglass insulation with alternate facing materials can be used, if flame spread is less than or equal to 25, and has a smoke developed rating of less than or equal to 50 per ASTM E84. 3. Mineral Wool Batts _ 2 inches thick, 8-9 pcf density, fire stop across top of wall. 4. Steel Roof Purlin - C or Z-shaped, minimum 8 inches deep, No. 16 MSG min. galvanized or painted steel. 5. Wallboard, gypsum — 5/8 inch thick, Type X gypsum wallboard. 6. Steel Studs Channel shaped min. 2 Y2 inch wide, 1 I/4 inch flanges, and Y4 inch return steel studs of No. 25 MSG min. steel, spaced 24 inches O.C. max. (Ref. UL Design No. U425). 7. Floor and Ceiling Runners — Channel shaped of 25 MSG min. steel with min. 1 -inch long legs to accommodate main wall studs. Runner at the top of the wall attached to the bottom of the purlins. Inverted runner attached to the top of the wall runner between purlins in order to support the short length of steel studs capped with a runner to compress the mineral wool batts and the glass fiber insulation under the roof panels. 8. Fire Caulking — Bead of fire caulk along the joint formed by the gypsum wallboard and the glass fiber insulation applied along the top of the wall and on both sides of the wall in accordance with the manufacturer's specifications. Fire caulking of all openings between the gypsum wallboard and the purlins on both sides of the wall. page Bottom Design No. U905 BXUV.U905 Fire -resistance Ratings - ANSI f UL 263 Design/System/Construction/Assembly Usage Disclaimer • Authorities Hawing Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdi tion shoul d be consulted before r_onstruction• • Fire resistance assemLlies and products are developed by the design submitter- and have been investigated by UL for compliance with applicable requiremerst., The published information cannot al aks address every construction nuance encountered in the field, + When fief d i slues ari se! it is recce rrrnend ed th e fi r -t conta t for• a ssi stan•_ e be the tec hni cal sere i ce stag pr ovi ded by the p rodu t rnanuf actu rer noted for the design. Users of fire resistance assemblies are advised to consult the general G uide Information for each product category and each group of a_sernblies. TI -e wide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products ■, hich bear UL's Hark are considered Certified, BXUV - Fire Resistance Ratings - ANSIJUL 263 Certified for United States BUV7 - Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada �■ ■�Wrevnmr-m - - -L i - ■ ■ • • esi gn CHterm- --G —neral .. CANJULC-SI-01 Certified ■ Crmterman Design No. U905 _•:.pr it 09, 2018: B-naring Wall Rating — 2 HR. Nonbearing Wall Rating — 2 MR This d-esign was ova luatad using a load design methnd nther than the Limit 5tat$s Design Mathod (a4., Working strass Design Method). Far jurisdictionis amploying the Limit States Design Method, such as Ca flada, a load rastricticn factor shall be u sed — 5aa Gu ids BXUV in BXUV7 * Indicates such prioducts shall bbaarth-0 UL nrcUL Cnrtificatinn Mark far jurisdictinnsempinying the UL Or CUL Certification (such as Canada), respectively. 77 I, 4 I-.--..� � 1 f r ! 1 • ' Ill I � fJ+a1 �� - ) j''�' L ply_ � J I! M I .. 1 7II€ 1I 7-j'9' MIN. . { it i=i.;i5 ;� r l•tw,� Hyl J iti +I i 1 �� '..�lsT ter' T SII 1 �. t y ry �J 1, Concrata Blacks -41 — ,-,'ariouS design=, Classification D-2 (: hr.. 8eeCan crata Blncks category for list of eligible rnanutaturers. 2. Mrtar—Blocks laid I t JII bed -t -T_irtar, n o 3/8in, thick, of not less than 2- # and no} more than 3- 2 P arts of C clean sharp sand to. 1 part portl.and cement (pr opvrtioned by �.c•lurrr.l and not rnorethan ...0 percervk hydrated lime (by cement volume), ',.vertical joi nts staggered, 3. Pa Man d Ce me Fit 5t ucc�a o r Gy psu m Plasty r — Add 1/2 For to cl assifi cati on if used. 'YVh ere c on -b usti bl a members are framed in wall, plaster o stuccomust be applied on th e f ace o pposite f rami ng to achieve amax. Classification of 1- :1,12 hr, Attached to concrete blocks (Item 1), 4. Loose Masonry Fill If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* — (Optional -Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). ATLAS ROOFING CORP — "EnergyShield Pro Wall Insulation", "EnergyShield Pro 2 Wall Insulation", EnergyShield CGF Pro and EnergyShield Ply Pro CARLISLE COATINGS & WATERPROOFING INC Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C — "EnvergeTM CI Foil Exterior Wall Insulation" and "Enverge" CI Glass Exterior Wall Insulation" HUNTER PANELS — Types Xci-Class A, Xci 286 RMAX OPERATING L L C "TSX-8500", "TSX-8510", 'Thermasheath-XP' "ECOMAXci", "Thermasheath-3" "Durasheath-3" THE DOW CHEMICAL CO — Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF- , ci Insulation 5A. Building Units — As an alternate to Items 5, min. 1 -in thick polyisocyanurate composite foamed plastic insulation boards, nam. 48 by 48 or 96 in. RMAX OPERATING L L C — "Thermasheath-SI "ECOBASEci", "ThermaBase-CI" Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL orcUL Certification (such as Canada), respectively. Last Updated on 2018-04-09 Questions? Print this nage Terms of Use Paae Ton © 2018 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products > bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Director subject p e p y �e to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2018 UL LLC". MARKUP5 # I DATE I BY I 155UE I 105-07-151 J5V I PER MARKUP5. REVISIONS ■ # I DATE 1 BY 1 155UE UL CODE RINEHART KD.55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 0 l 0 a J _Z Z Q �Z Z N� o0 ill U J M� DRAWN BY DATE EDJ � rO _J DATE RMB 05-10-18 LU U a� JOB NUMBER m� o"mo==_ 2035-5TR.DWG 5HEET GnN �r ""C"'" oa N u r 8 aaW U 08 "n 0 z Jn��n o 1'-' k� ��oo�osm N-}+��d aK� n F *u 110 g -0 MmeaY. o U .0$ NVN o l2� LU Zm �jCL r~ '( M. g �0..' \.,\GENssc' . >� No. 5542 TE ON A r►rlrlitt � { DRAWN BY DATE EDJ 02-09-18 :HECKED BY DATE RMB 05-10-18 5CALE N.T.5 JOB NUMBER 2035 FILE NAME 2035-5TR.DWG 5HEET 5 -UL -2 GEORGIA -PACIFIC GYPSUM L L C — Types DAP, DAPC, DGG, DS SAINT-GOBAIN GYPROC MIDDLE EAST FZE — Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, Gyproc FireStop ACTIV'Ai, Gyproc FireStop MR ACTIV'Air, Gyproc FireStop M2TECH ACTIV'Air, Gyproc DuraLine, Gyproc DuraLine MR, Gyproc DuraLine M2TECH, Gyproc DuraLine ACTIV'Air, Gyproc DuraLine MR ACTIV'Air, Gyproc DuraLine M2TECH ACTIV'Air THAI GYPSUM PRODUCTS PCL — Type X, Type C UNITED STATES GYPSUM CO — Types AR, C, FRX-G, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC, WRX, USGX (Joint tape and compound, Item 5, optional for use with Type USGX) USG BORAL DRYWALL SFZ LLC — Types C, SCX, USGX (Joint tape and compound, Item 5, optional for use with Type USGX) USG MEXICO S A DE C V — Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX) 4B. Gypsum Board* — (As an alternate to Items 4 or 4A) — Nom 3/4 in, thick, 4 ft wide, installed as described in Item 4A with screw length increased to 1-1/4 in. CGC INC — Types AR, IP -AR UNITED STATES GYPSUM CO — Types AR, IP -AR USG M EXICO S A DE C V— Types AR, I P -AR 4C. Gypsum Board* — As an alternate to Items 4, 4A, and 4B — Nom. 5/8 in. thick gypsum panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs on interior walls need not be staggered or backed by steel framing. GEORGIA -PACIFIC GYPSUM L L C — Type DGG, GreenGlass Type X 4D. Gypsum Board* — As an alternate to Items 4, 4A, 4B, and 4C — Nom. 5/8 in. thick gypsum panels applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Gypsum panels fastened to framing with 1 in. long Type S steel screws 12 in. OC along vertical edges and in the field. Screws spaced a max 12 in. along the top and bottom edges of the wall for both vertical and horizontal applications. When used in widths other than 48 in., gypsum panels to be installed horizontally. NATIONAL GYPSUM CO — Types eXP-C, FSK, FSK -C, FSK -G, FSL, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSMR- C 4E. Gypsum Board* — (As an alternate to Items 4 through 4D) — Installed as described in Item 4. 5/8 in. thick, 4 ft. wide, applied vertically only and fastened to the studs and plates with 1 in. long, Type S steel screws spaced, 12 in. OC. NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board 4F. Gypsum Board* — (Not Shown) — (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C) - Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. RAY -BAR ENGINEERING CORP — Type RB-LBG 5. Joint Tape and Compound — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. 6. Resilient Channel — (Optional — Not Shown) — 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12 pan head steel screws. May not be used with Item 417, 4J or 4L. 6A. Steel Framing Members* — (Not Shown) — As an alternate to Item 6, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping No. 6 framing screws min Y PP o9 PP 9 9 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Not for use with Items 4F, 41, or 4L. b, Framing Members* — Used to attach furring channels (Item a) to studs (Item 2). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-1 (2.75) 6B. Framing Members* — (Not Shown) — (Optional on one or both sides) — As an alternate to Item 6, furring channel and Steel Framing Members as described below: a. Furring Channels — Formed of No, 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 4. Not for use with Items 4F, 43, or 4L. b. Steel Framing Members* —Used to attach furring channels Item 6Ba to studs Item 2), Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self - drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC — Type Genie Clip 6C. Steel Framing Members* — (Optional, Not Shown) — Furring channels and Steel Framing Members as described below: a. Furring— f No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to Channels Formed o g p p p studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire.Gypsum board attached to furring channels as described in Item 4. Not for use with Items 4F, 41, or 4L. b. Steel Framing Members* — Used to attach furring channels (Item 6Ca) to studs. Clips spaced 48 in. OC., and secured to studs with 2 in. coarse drywall screw with 1 in. diam washer through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237R 6D. Steel Framing Members* — (Optional, Not Shown) — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item 6Db. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire. Gypsum board attached to furring channels as described in Item 4. Not for use with Items 4F, 4J, or 4L. b. Steel Framing Members* — UUsed to attach furring channels (Item 6Da) to studs. Clips spaced 48 in, OC, and secured to studs with No.8 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS — Type Soni 7. Wall and Partition Facings and Accessories* — (Optional, Not Shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR -500 or QR -510 panel is installed between the steel framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. 4G. Gypsum Board* — (As an alternate to Items 4 through 4F) — For use with Items 1D and 2D only, 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC6A, LGFC-C/A NATIONAL GYPSUM CO — Types FSW UNITED STATES GYPSUM CO — Type SCX USG BORAL DRYWALL SFZ LLC — Type SCX 4H. Gypsum Board* — (As an alternate to Items 4 through 4G) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock ES 4I. Gypsum Board* — (.As an alternate to Items 4 through 4F) — For use with Items 1E and 2E only, 5/8 in. thick, 4 ft ',vide, attached to steel Studs and floor and ce hr,g trace; with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints Oriented vertically and staggered on opposite sides of the assembly. UNITED STATES GYPSUM CO — Type SCX USG BORAL DRYWALL SFZ LLC — Type SCX 43. Gypsum Board* — (Not Shown) — (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C) — Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 9A) or Lead Discs (see Item 10A). MAYCO INDUSTRIES INC — Type X -Ray Shielded Gypsum 4K. Gypsum Board* — (As an alternate to Item 4 and 4A, not for use with Items 1D, 1E, 2D and 2E) — Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 4 and 4A. CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V — Type ULX 4L. Gypsum Board* — (Not Shown) — (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 4M. Gypsum Board* — (For use with Item 8) — 5/8 in. thick, 4 ft wide, applied vertically over Mineral and Fiber Board (Item 8) with vertical joints located anywhere over stud cavities. Secured to mineral and fiber boards with 1-1/2 in. Type G Screws spaced 8 in. OC along edges of each vertical joint and 12 in. OC in intermediate field of the Mineral and Fiber Board (Item 8). Secured to outermost studs and floor and ceiling runners with 2 in. long Type S screws spaced 8 in. OC. Gypsum Board joints covered with paper tape and joint compound. Screw heads covered with joint compound. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock QR -500 and QR -510 S. Mineral and Fiber Board* — (Optional, Not Shown) — For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs, Attached to studs and floor and ceiling runners with 1-5/8 in. long Type S steel screws, spaced 12 in. OC and 24 in. OC along all intermediate framing. The required UL Classified gypsum board layer (Item 4M) is to be installed over the Mineral and Fiber Boards. Batts and Blankets, Item 3D, and Adhesive, Item 11, are required. HOMASOTE CO — Homasote Type 440-32 9. Lead Batten Strips — ( Not Sho ; For Use 'Nlth Item 4E) — Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in, Strips placed on the interior face of studs and attached from the exterior face of the >- r G - steel 7 S stad with two � � lorc T � l� pan head t_ I 1 1 v ea s e cre.vs one at the to of the strip and one at the bottom of the strip. Type P P P Lead batten strips have a ,Parity of 3 c0 . me tlnc �he Federal specification QQ-L-201f, Grade "C". Lead batten strips required Lc hin=1 /item 4F) ami ordinal at remaining stud locations. Required behind ve!tical joints 9A. Lead Batten Strips — (Not Sho:,m, for use with Item 4J) — Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 43) and optional at remaining stud locations. 10. Lead Discs or Tabs — (Not Shm,,n, For Use \'viii Itern 4E) — Used In lieu of or in addition to the lead batten strips (Item 8) or optional at other locations - Max 3/4 in. diam b/ max 0.125 in, thick lead discs compression fitted or adhered over steel scr -w heads or ma- 1,12 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 4E) underneath screw locations prior to the instaliatiorl of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C" 10A. Lead Discs — (Not Shown, for use with Item 43) — Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D". 11. Adhesive — Not Shown — (For use with Item 3) — Construction grade adhesive applied in vertical, serpentine, nominal 3/8 in. wide beads down the length of both vertical edges of Mineral and Fiber Board (Item 8). 12. Wall and Partition Facings and Accessories* — (Optional, Not Shown) — For use with Items 1 to 1I, Items 2 to 2J, Item 3, Items 4 to 4I, Item 5 and Item 6. For maximum fire rating of 1 hour. On one side of the wall, over the first layer of Gypsum Board (Item 4 to Item 4I), install RefleXor membrane with the gold side facing outwards. Membrane installed with T50 staples spaced 12 inches on center in both directions as per manufacturer's instructions, seams in membrane to be overlapped by 2 inches. When RefleXor membrane is used an additional layer of Gypsum Board that is identical to the one used in the first layer and as specified in Item 4 to Item 4I shall be installed over the membrane. The additional layer of Gypsum Board to be installed through the membrane to the stud as specified in Item 4 to Item 4I except the fastener length shall be increased by a minimum of 5/8 inch. Install Batts and Blankets in the stud cavity as per Item 3. On the other side of the wall, prior to the installation of the Gypsum Board, install Resilient Channels as per Item 6. Over the Resilient Channels install 3/4 inch thick SONOpan panel secured to the Resilient Channels with drywall screws and washers spaced at 16 in. OC on the perimeter of the panel and 8 in. OC in the field of the panel. Over the SONOpan panel install the same Gypsum Board as specified in Item 4 to Item 4I with the fastener length increased by minimum 3/4 inch. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. MSL — RefleXor membrane, SONOpan panel * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2013-03-29 Questions? Print this page Terms of Use Page Top_ 2018 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings), 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "cc, 2018 UL LLC". AMERICAN GYPSUM CO — Type AG -C CERTAINTEED GYPSUM INC — Type FRPC, Type C CGC INC — Types C, IP -X2, IPC -AR CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC-C/A GEORGIA -PACIFIC GYPSUM L L C — Types 5, DAPC, TG -C NATIONAL GYPSUM CO — Types eXP-C, FSK -C, FSW-C PABCO BUILDING PRODUCTS L L C. DBA PABCO GYPSUM — Type PG -C PANEL REY S A — Types PRC, PRC2 SAINT-GOBAIN GYPROC MIDDLE EAST FZE — Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, Gyproc FireStop ACTIV'Air, Gyproc FireStop MR ACTIV'Air, Gyproc FireStop M2TECH ACTIV'Air, Gyproc DuraLine, Gyproc DuraLine MR, Gyproc DuraLine M2TECH, Gyproc DuraLine ACTIV'Air, Gyproc DuraLine MR ACTIV'Ai, Gyproc DuraLine M2TECH ACTIV'Air THAI GYPSUM PRODUCTS PCL — Type C UNITED STATES GYPSUM CO — Types C, IP -X2, IPC -AR USG BORAL DRYWALL SFZ LLC — Type C USG MEXICO S A DE C V — Types C, IP -X2, IPC -AR 4N. Wall and Partition Facings and Accessories* — (As an alternate to Item 4) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock 527 40. Gypsum Board* — As an alternate to Items 4, 4A, 4B, and 4C — Two layers Nom. 5/16 in, thick gypsum panels applied vertically or horizontally. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Horizontal joints on the same side need not be staggered. When applied horizontally, both layers of gypsum board fastened to each side of framing with 1 in. long Type S steel screws spaced 8 in. OC and staggered 4 in. OC between layers. When applied vertically, both layers of gypsum board fastened to each side of framing with 1 in. long Type S steel screws spaced 8 in. OC along vertical edges and 12 in. OC in the field, staggered 4 in. OC between layers. Screws spaced a max 12 in. along the top and bottom edges of the wall. NATIONAL GYPSUM CO — Type FSW 4P. Gypsum Board* — As an alternate to Item 4. For use with Item 3E, Batts and Blankets* — 5/8 in. thick, 4 ft wide, installed as described in Item 4. UNITED STATES GYPSUM CO — Types ULIX 4Q. Gypsum Board* — 3/4 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track as described in Item 4 with screw length increased to min. 1- 1/8 in, PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type PG -13 LAYER 5/8" FIRE RATED GYP. BOARD SEAL GYP. BOARD TO ROOF DECK WITH TAPE AND DRYWALL COMPOUND NOTE: ATTACH GYP BOARD AND J TAPE ZEE PENETRATION5 AND SEAMS A5 STATED BY #U -4G5 4" [nn.] 20GA STUDS @ 24" O.C. ELEVATED FLOOR SLAB -20ga MIN. TOP TRACK 4" X 20ga STUDS MIN. AT 24" O.C. FIRE RATED CEILING ., IF IN5ULATION 15 INSTALL IT SHOULD NOT BE CONTINUOS OVER FIREWALL. CUT VINYL @ CENTER OF FIREWALL AND FOLD BACK TO EDGE OF FIREWALL ON BOTH SIDE AND 5ECURE WITH TAPE. TO ALLOW DRYWALL TO BE INSTALLED TO BOTTOM OF ROOF MATERIAL �— LAYER 5/8" FIRE RATED GYP. BOARD 1/4" X I 1 /4' TAPCON5 24" o.c. ATTACH 5TUD5 TO TRACK W/ If 8-1 8 X 1/2" LONG PINHEAD EACH SIDE 24" O.C. MAX. FAST NEP # 144 RATED WALL PER #U -4G5 MARKUPS # I DATE I BY 1 1551 JE 1 05-07-18 1 J5V I PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUPS. REVISIONS I # I DATE I BY IISSUE UL CODE RINEHART RD.SS ASSOCIATES LLC 1451 RINEHART ROAD, SANFORD, FL 32771 La t1- (n `N m0 r LL 10 0r 0 QO Z O •• LU Zm m >� LLJ r � O Um �U w C� <O Q ZO QOCO Z U(l? Z-0 _ �O O� J 20ga MIN. — u�0 3 BOTTOM TRACK CUT AND I1,15TALLED BETWEEN W 5TRUCTURAL COLUMNS NN 3OL NON BEARING ELEVATED FLOOR SLAB -20ga MIN. TOP TRACK 4" X 20ga STUDS MIN. AT 24" O.C. FIRE RATED CEILING ., IF IN5ULATION 15 INSTALL IT SHOULD NOT BE CONTINUOS OVER FIREWALL. CUT VINYL @ CENTER OF FIREWALL AND FOLD BACK TO EDGE OF FIREWALL ON BOTH SIDE AND 5ECURE WITH TAPE. TO ALLOW DRYWALL TO BE INSTALLED TO BOTTOM OF ROOF MATERIAL �— LAYER 5/8" FIRE RATED GYP. BOARD 1/4" X I 1 /4' TAPCON5 24" o.c. ATTACH 5TUD5 TO TRACK W/ If 8-1 8 X 1/2" LONG PINHEAD EACH SIDE 24" O.C. MAX. FAST NEP # 144 RATED WALL PER #U -4G5 MARKUPS # I DATE I BY 1 1551 JE 1 05-07-18 1 J5V I PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUPS. REVISIONS I # I DATE I BY IISSUE UL CODE RINEHART RD.SS ASSOCIATES LLC 1451 RINEHART ROAD, SANFORD, FL 32771 La t1- (n `N m0 r LL 10 0r 0 QO Z O •• LU Zm m >� LLJ r � O Um �U w C� <O Q ZO QOCO Z U(l? Z-0 _ �O O� J o u�0 3 W NN 3OL U mp� Cm� N �: �S�Wtitckaz tzc9ZOi3 LU 8 9� O o P' 7n Z a o_m N��Y-.�; a+W°§ m n`?� $ion � gggIL 0lN�$�f O U b W=M NO� 8 ° o�=�ffi QLU UI Q �� IY M. gF� O� .GENS No. 554 _ .o S TE AZ DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE N.T.5 JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET System No. W -L-1001 XHF2.Ulf-L-i0Qi Through -penetration Firestop Systems Page Bottom Design /System/Con s'truction/Assembly Usage Disclaimer 0 Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction, Fre resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot alw ays address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturar noted for the design, Users of fire resistance asserrblies are advised to consult the general Guide Inforrration for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. + Only products which bear LL's Mark are considered Certified. XHEZ - Through -penetration Firestop Systems See General Information for Through -penetration Fre stop Systems System No. W -L-1001 June 15, 2005 F Ratings— 1, 2,3 and 4 stir (See Items 2 and 3) T Ratings — 0, 1, 2, 3, and 4 H r (S" Item 3) L Rating At Ambient — less than 1 CFM Isq ft L Ranting At 400 F - W& thSO 1 CFM/Sq ft System No. C -AJ 1198 F Ratings — 2 and 3 Hr (See Items 2, 3D, 3E and 4B) T Rating — 0 W L Rating At Ambient — Less Than 1 CFNUSq Ft L Rating At 40OF — Less Than 1 CFMISq Ft W Rating — Class 1 r -y -A A 2 Section A A 1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg /M3) concrete floor or min 5 in. (127 mm) thick reinforced lightweight or normal weight concrete wall. Wall may also be constructed of any LTL Classified Concrete Blocks*. Max diam of opening is 26 in. (660 mm). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Steel Sleeve — (Optional, Not Shown) - Max 14 in. (356 mm) diam Schedule 10 (or heavier) steel pipe sleeve or max 14 in. (356 mm) diam No. 26 ga (or heavier) sheen steel with square flange spot-welded to the sleeve near its midheight and sized to be a min of 2 in. (51 mm) larger than the OD of the through penetrant. Sleeve cast or grouted into floor or wall flush with both surfaces of floor or wall. When steel sleeve is used, F Rating of firestop system is 2 Hr. 3. Through Penetrant — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space between pipes, conduits or tubing and periphery of opening shall be min 0 in. ( 0 mm, point contact) to max 2-1/4 in. (57 mm). Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: Page 1 of 2 3. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping, Plastic covering on piping v\ may or may not be removed on both sides of floor or wall assembly. WARD MFG L L C 3. Fill, Void or Cavity Material* - Caulk or Sealant - Min 5/8. , 1-1/4,1-7/8 and 2-1/2 in. (16, 32, 48 and 64 mm) thickness of caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant Interface at point contact location on both --' -- sides of wall. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in - - - — which it is Installed, as shown in the following table, The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire ratin of the wall assembly in which it is installed as tabulated below: ------------------- CTIO N A -Ai 1. wall Assembly — The 1, 2, or 4 hr fire -rated gypsum wallboard•e =tud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 '=series ''h+all or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features, A. Studs — Wall frac ing may cons ist of either w cod studs (miax 2 h fire rated assemblies) or steel channel studs., "Wood studs to consist of non, 2 by 4 in, (51 by 102 rrrrn) lumber spaced 16 in. (406 mrn) OC with nom 2 by 4 in, (51 by 10'2 mrr�) lumber end plates and cross braces. Stet tucls to be rnin 3-`!8 in• (92 rnrir:l ts'ide by 1 JS in. (:35 rnm) deep. channels spaced rnax 24 in. (6 10 mm) OC. e.. Gypsum B=jrd• - Nor; 1.'2 or = in. 1 it 1r. rrrnj thick.. 4 f+, ' 122 cm) wide :: ith =quare or taper._.] edges. The g; psur. •a 311Eoard t;pr thlcli.ness, nun-L.er of I.a'.er t3.+ener type and sheet or len t.at ion shall be as = Ped fi ed in the Indi.,du al I_I30ii or 1-14 00 Series Des iq_n in the UL Fi r R.esi A Dnce Dir'ectcry. r-1 9,, di ani of cr'-•n•r"_a i= 26 ir, (66(1 mm,i, 2. Through-Panatra Fit — 'One metallic pipe-cr.6.1it :_r fuL.r q intalled eit1-.Pt - otrn-ally ,1rec-enttic-4ly w ithinthe firestop .system. The KIM lar =_Face bet:'een F Fe, t-unjut. or 11_IbirlQ mnd per 1pf e[y Of ipenlnci shall Lia mirl Of II in / (0 mrrl), (pointcontactjto n »; 2 in, i. 51 rr.nil Pip _. -_ndult crtuFri ngt_ betIQidl'; supF 'rted .,both "ides of 3II as=ernbly, The fol Iowinq types and Si---- of n,et.ailic pips--, _ Joists or tubing, rna.' b.- used; A. StaeI Pipe — Norn 24 in. (r.10 roma di an-, I:nr smallFr1 Scheclule 10 l,crr hea'.ler I steel pipe. B. Iron Pipe — Nom 24 in, (t:.10 rrrrn) diam (or smAIer service t+' eight for heavier) cast Iron =.oil pipe, norn 12 in (305 n-im) diam. for srr.aller":I or 0 ass 51:1 I.or heavierl ductile iron pressure pipe, C. Conduit — Nom 6 in. (152 mm) diam rot smaller) teel conduit or norm 4 in (102 rm)) diam (or smaller) steel electrical metallic tubing D. Copper Tubing - Norn 6 in, (1 _1[ mm) diarn (or 5rnaller) Type L (or heavier) copper tubing E. Copper Pipe — Nom 6 in. (152 nrn) diam (or smaller) Regular (or heavier) copper pipe, F. Through Penetrating Product* — Flexible Metal Piping The following types of steel flexible metal gas piping may be used: 1. liom 2 in, (.51 rrrn) diam (or smaller) steel fledible metal gas piping. Plastic covering on piping may or nay not beren-oved on both sides of floor or'.:' -all assembly. OMEGA FLEX INC 2, Norn 1 in. (25 mm) diam Igor smaller) steel flexible metal gas piping. Plastic covering on piping may or rr.ay not be removed on both sides of floor or w all assembly, GASTITE, DIY OF TITEFLEX A. Steel Pipe — Nom 24 in. (6 10 min) diam (or smaller) Schedule 10 (or heavier) steel pipe. When steel sleeve is used, the max pipe diam is 12 in. (305 nun). B. Iron Pipe — Nom 24 in. (610 moi) diam (or Smaller) cast or ductile iron pipe. 11"hen steel sleeve is used, the niax pipe diarn is 12 in. (305 mm). C. Conduit — Nom 4 in. (102 nim) diam (oi- smaller) steel electrical metallic tubing, norn 6 in. dian (or smaller) rigid steel conduit or nom 1 in. diam (or smaller) flexible steel conduit. D. Copper Tubing — Nom 6 in. (1 -52 non) diam (or sinal ler) Type L (or heavier) copper tubing. NI -Then max 6 in. (152 mm) diam copper tubing is used, F Rating is 2 hr. When max 4 in. (102 mm) diarn copper tubing is used, F Rating is 3 lir. When steel sleeve is used, the max copper tubing diam is 4 hi. (102 mni). E. Copper Pipe — Noin 6 iii. (152 mm) diam (or smaller) Regular (or heavier) copper pips. When max 6 in. (152 rrrrn) diam copper pipe is used, F Rating is 2 hr. When niax 4 in. (102 mm) diam copper pipe is used, F Rating is 3 hr. A hen steel sleeve is used, the max copper pipe diam is 4 in. (102 nun). 4. Firestop System —The firestop system shall consist of the following: A. Packing Material — Min 4 in. (102 info) thickness of min 4 pcf (64 kg,!m3) mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of xAall as t-equired to accommodate the required tliickrrss of fill material. B. Fill, Void or Cavity NIaterial* — Sealant — Fill material applied within tile, annulus. flush «with top surface of floor or with both surfaces of wall. At the point contact location between penetrating item and concrete, a min 3 8 in. (10 iron) diam bead of fill material shall be applied at the concretelpeiietrating item interface on the top surface of floor and on both surfaces of wall. \�Vlren steel sleeve is used in concrete floor, athin film of fill material shall be applied to cover edge of sleeve and to lap a min of 1/2 in. onto concrete. A min 1/4 in. (6 nim) thickness of sealant is required in the annulus for the 2 lir F Rating. A nun 1/2 in. (13 mm) thickness of sealant is required in the annulus for the 3 hr F Rating. SPECIFIED TECHNOLOGIES INC Pensil 300 Sealant for floors or walls and Pensil 300 S/L Sealant for floors only. *Bearing the UL Classification Mark Page 2 of Max Pipe or Conduit Diam In (mm) F Rating Hr T Rating Hr 1 (25) 1 or 2 0+, 1 or 2 1 (25) 3 or 4 3 or 4 4 (102) 1 or 2 0 6 (152) 3 o 4 0 12 (305) 1 or 2 0 +When copper pipe is used, T Rating is 0 h. 3M COMPANY - CP 25WB+ or FB -3000 WT. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2005-06-15 Ouestions? Print this paae Terms of Use Pace Top, © 2015 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" Is Included in the UL Mark, please search the UL Environment database for additional information regarding this product's certification. The appearance of a company's name or product in this database does not in Itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in`a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice In the following format: V 2015 UL LLC MARKUPS I I DATE I BY 155UE I 105-07-1151 J5V PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUPS. REVISIONS N I DATE I BY I 1556E 111 UL CODE KINEHART KD.55 ASSOCIATES LLC 145 1 KINEHAKT ROAD, 5ANFORD, FL 32771 11 `��• -•Iii M. eFq p� . �\GENS� No.55428 -0 STA O O ��,��•.`� '�''�r►rlrlrii`��` it DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 N.T.5 JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5 -UL -4 382 V lLl m0� I-mQ r m! !Z �S Otiri N z voa o V �/ �.r Z m�JN K'�Q ; N LU a0 O VF i,�qq w6 uoo lj N d �- J an�u �p"V'' �'n � kS �oo o3om Niz (i7 npnp zUl<� O nN Eli LU R. CD I N3 `��• -•Iii M. eFq p� . �\GENS� No.55428 -0 STA O O ��,��•.`� '�''�r►rlrlrii`��` it DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 N.T.5 JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5 -UL -4 Design No. U419 BXUV.U41g Fire -resistance Ratings - ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer r Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, -devices, and materials, • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address ewery construction nuance encountered in the field. • When field issues arise, it is recommended thefirst contactfor assistance be the technical service staff provided by the product manufacturer noted for the desigr-h Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Informartion includes specifics concerning alternate materials and alternate methods of construction. • Only products w Nch bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - AN 263 BXUV? - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada neral Information for Fire -resistance Ratings - ANSI/UL 263 Goo C;on Tal Inform ion for Fir R isFan R roes - .8N/ 1 .- 1 0� ifi d for .anada Design No. U419 January 25, 20i$ Nonbearing Wall Ratings — i, 2, a aro Mr (See Iten1S4 6. 5 through SK) * Indicataes such produce shall bear the UL a r cUL Certification Mark far jurisdictians amplaying the UL ar CUL Cartification (such ascanada,), respectively. FUSION BUILDING PRODUCTS — Viper20— IMPERIAL MANUFACTURING GROUP INC — Viper20'"' 2D. Framing Members* — Steel Studs — In lieu of Item 2 — Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 2E. Framing Members* — Steel Studs — (Not Shown, As an alternate to Item 2) — For use with Items 5F or 5G or 5I or 5K only, channel shaped studs, min depth as indicated under Item 5F, 5G or 5I, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD MBA METAL FRAMING — ProSTUD RAM SALES L L C — Ram ProSTUD STEEL STRUCTURAL PRODUCTS L L C — Tri -S ProSTUD 2F. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel, Studs 3/8 in. to 3/4 in, less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 2G. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped studs, minimum width indicated under Item 5, Studs to be cut 3/8 to 314 in less than the assembly height. STUDCO BUILDING SYSTEMS — CROCSTUD 2H. Framing Members* — Steel Studs — (Not Shown, As an alternate to Item 2) — Fabricated from min. 0,015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. TELLING INDUSTRIES L L C — TRUE -STUD'" 2I. Framing Members* — Steel Studs — (As an alternate to Item 2, For use with Items 5C or 5L or 5K) — Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. 41 L Flaor and Cailing Runners — (Nat Shown) — For use w ith Item 2 — Channel shaped, fsbeicatcd frnrn rain 25 r'1'.G corrosion -protected steel, min depth to accommodate stud size, w ith min 1-114 in, long leg:, atGa:h.d tofloor and ceiling with fasteners 24 in. OC max. 1A. Framing Marnbarc* — Floor and Ceiling Runner — Not Show n — In lieu of Item 1 — For use w ith Item 2R, proprietary channel shaped runners, 3-518 in. deep attach ed#o floor anal ceiling :v ith fateners 24 in. C:•_: rna <:. CALIFORNIA EXPANDED METAL PROD UCTS CO — Viper25'" Track CRACO MFG INC— SmartTrack25" MARINOIWARE, DIY QF WARE IN DUSTRIE5INC — Viper25" Track FUSION BUILDING PRODUCTS — Viper25'" Track IMPERIAL MANUFACrU RING GROUP INC — Viper25*" Track iB, Framing Members* — Flo or and Ceiling Runner — Not Show in — In lieu of Item i — For use w ith Item <,:�, proprietary channel shaped runners, 1-114 in. wide by 3-518 in. deep fabricated frorn min 0.0113 in. thick galy steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20'" Track MARINOIWARE, DIY OF WARE INDUSTRIES INC — Viper20'- Track FUSION BUILDING PRODUCTS - Viper=" Track IMPERIAL MANUFACTURING GROUP INC—Viper20' Track LC, Framing Members* — Floor and Ceiling Runners — (Not Shown) — In lieu of Item 1 — Channel shaped, attached to floor and ceiling with fasteners 24 in. OC max, ALL STEEL lk GYPSUM PRODUCTS INC — Type SUPREME Framing Systern TELLING INDUSTRIES L L C — Viper25'"" 2J. Framing Members* — Metal Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5 spaced a max if 24 in. a OC fabricated Gated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights g TELLING INDUSTRIES L L C — Viper20" 2K. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spa: -ed a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. EB METAL INC — NITROSTUD 2L. Fromm Members —Steel Studs — As an alternate to Item 2 — P shaped Framing For use with Item 1 channe �h�� ed studs p fabricated from min 25 MSG corrosion protected steel P p min depth as indicated under Item 5, spaced a rnax of 24 in, OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. OLMAR SUPPLY INC — PRIMESTUD 2M. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Stud Rite'" 2N. Framing Members*— Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min depth 3-1/2 in. and as indicated under Item 5, spaced a max of 24 in. OC, fabricated from min 0.018 inthick galv steel. Studs cut 3/8 in. to 3/4 in. less in length than assembly height. STEEL INVESTMENT GROUP L L C — AlphaSTUD 20. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min width as indicated under Item 5, galv steel. Studs to be cut 3/8 to 3/4 in. less in lengths than assembly height. Spaced 24 in. OC max, RONDO BUILDING SERVICES PTY LTD — Rondo Lipped Wall Stud 2P. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min width as indicated under Item 5, min 25 MSG galv steel. Studs to be cut 3/8 to 3/4 in. less in lengths than assembly height, Spaced 24 in. OC max. OEG BUILDING MATERIALS — OEG Stud 2Q. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 10, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max of 24 in. OC, fabricated from min 25 MSG (0.018 in. min. bare metal thickness). Studs cut 3/8 in. to 314 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only) — (Not Shown) — 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PSL or PS2, or APA Standard PRP -108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat -head self - drilling tapping screws with a min. head diam. of 0,292 in. at maximum 6 in. OC. in the perimeter and 12 in, OC. in the field, When used, gypsum panels attached over OSB or plywood panels and fastener lengths for gypsum panels increased by min. 1/2 in. 4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 5, See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 1D. Floor and Ceiling Runners — (Not Shown) — For use with Item 2A — Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, min depth to accommodate stud size, with min 1 in, long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. 1E. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 2E, 5F or 5G or 5I only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA METAL FRAMING — ProTRAK RAM SALES L L C — Ram ProTRAK :� 144��I:iTLyi9:T_1�]:L•3 rPI•i �� S•1�1i�,1117i51i:7_13 1F, Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 217, r;roprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in. long legs fabricated from min 0.015 in. (min bare metal thickness) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. SUPER STUD BUILDING PRODUCTS — The Edge 1G. Framing Members* — Floor and Ceiling Runner — For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size attached to Floor and ceiling with fasteners 24 in. OC max. STUDCO BUILDING SYSTEMS — CROCSTUD Track 1H, Floor and Ceiling Runners — (Not Shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.018 in. galv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINO/ WARE, DIV OF WARE INDUSTRIES INC — Viper20'" Track VT100 FUSION BUILDING PRODUCTS — Viper20'" Track VT100 IMPERIAL MANUFACTURING GROUP INC — Viper20' Track VT100 LI. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 2H, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. TELLING INDUSTRIES L L C — TRUE -TRACK'" 4B. Batts and Blankets* — For use with Item 5K. Placed in stud cavities, any min. 3-1/2 in. thick glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4C. Fiber Sprayed* — O (Optional) and as an alternate to Batts and Blankets Item 4B where insulation is required - ( P ) ( ) eq � Spray applied granulated mineral fiber material. The fiber is applied with adhesive at a minimum density of 4.0 pcf to completely fill the wall cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERICAN ROCKWOOL MANUFACTURING, LLC — Type Rockwool Premium Plus 5, Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (.multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge points and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Items 2, 2C, 2D, 2F, 2G, 20 No. of Layers & Thkns of Panel Min Thkns of Insulation (Item 4) 1 3-1/2 1 layer, 5/8 in. thick Optional 1 2-1/2 1 layer, 1/2 in. thick 1-1/2 in. 1 1-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 2 3-1/2 1 layer, 3/4 in. thick 3 in. 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 2 layers, 3/4 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional 4 2-1/2 2 layers, 3/4 in. thick 2 in. CGC INC — 1/2 in. thick Type C, IP -X2 or IPC -AR; WRC, 5/8 in. thick Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP -X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP -X2, IPC -AR or WRC; 5/8 in. thick Type SCX, SGX, SHX, WRX, IP -X1, AR, C, WRC, FRX-G, IP -AR, IP -X2, IPC -AR; 3/4 in. thick Types IP -X3 or ULTRACODE USG BORAL DRYWALL SFZ LLC — 112 in. Type C; 518 in. Types C, SCX, SGX, ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP -X2, IPC -AR or WRC; 5/8 in. thick Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP -X3 or ULTRACODE When Item 7B, Steel Framing Members* is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6. 5A. Gypsum Board — As an alternate to Item 5 — 5 B in. thick 24 to 54 in. wide applied horizontal) as the outer YPs ( ) / PP Y layer to one side of the assembly. Secured as described in Item 6. CGC INC — Type SHX UNITED STATES GYPSUM CO — Type FRX-G, SHX. 1J. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2I, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. TELLING INDUSTRIES L L C — Viper25'" Track IK. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 23, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.018 in, thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C — Viper20'" Track 1L. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2N, proprietary channel shaped runners, 1-1/4 in. wide by min. 3-1/2 in. deep fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. STEEL INVESTMENT GROUP L L C — AlphaTRAK 1M. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — For use with Item 20, proprietary channel shaped runners, min width to accommodate stud size, galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. RONDO BUILDING SERVICES PTY LTD — Rondo Wall Track IN. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — For use with Item 2P, proprietary channel shaped runners, min width to accommodate stud size, galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. OEG BUILDING MATERIALS — OEG Track 10. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2Q, proprietary channel shaped runners, min width to accommodate stud size, fabricated from min. 25 MSG (0.018 in. min. bare metal thickness), attached to Floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X Track 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A. Steel Studs — (As an alternate to Item 2, For use with Items 5B, 5E, 5H, 53 and 5K) — Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in, less than assembly height, 2B. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C, 5I or 5K) — Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper2511 CRACO MFG INC — SmartStud25'" MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25TM FUSION BUILDING PRODUCTS — Viper25'" IMPERIAL MANUFACTURING GROUP INC — Viper251" 2C. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0,018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20'" MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20'" USG MEXICO S A DE C V — Type SHX 5B. Gypsum Board* — (Not Shown) — As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or 3/4 in. thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) — Nom 518 in. or 3/4 in. may be used as alternate to all 518 in. or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2A with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Item 12). RAY -BAR ENGINEERING CORP — Type RB-LBG 5C. Gypsum Board — For Use With Item 26 — Rating Limited to 1 Hour. 5 8 in. thick 48 in. wide G nets YP ( sum a 9 / YP P with beveled, square or tapered edges, applied vertically cally or horizontal)y. (Vertical Application) The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8in. OC starting ing4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CGC INC — Type SCX. UNITED STATES GYPSUM CO — Type SCX, SGX. USG BORAL DRYWALL SFZ LLC — Type SCX USG MEXICO S A DE C V — Type SCX 5D, Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 48 in, wide, applied vertically or horizontally. Secured as described in Item 6. For use with Items 1 and 2 only. CGC INC — Type USGX UNITED STATES GYPSUM CO — Type USGX USG BORAL DRYWALL SFZ LLC — Type USGX USG MEXICO S A DE C V — Type USGX 5E. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nominal 5/8 in, thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field, NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5F. Gypsum Board* — (As an alternate to Item 5) — For use with Items 3E and 2E and limited to 1 Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in, long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in, OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX MARKUPS DATE 1 M ISSUE 05-07-151 J5V I PER MARKUPS. 05-24-181 J5V I PER MARKUPS. REV1510N5 # I DATE I BY I 155UE UL CODE KINEHAKT RD.55 ASSOCIATES LLC 1451 KINEHAKT ROAD, 5ANFORD, FL 32771 ow 'off a L7 z� U_ :3M az g2 NN �2 lu 00 00 Mi U §�8 U Gmrd NN O��S�a JO '+ �zil N � .� �5LD°titi opTT( =RRZO<3zp 0/ ILI Ln 4A . W ao oN ia� W�a .Wu, g oNV,�P zN0 �� u, O� 120 TN °m �nm > o 3n � 'ru" f— 002 N,Do Q" N QaQ w�aN Z '� ")� gr° mb a�g"1�1°Qo 0 �q1 2aYO��J�1 "O'ni0o$2 U 0 W.ems oCDL n. ```�1t111111It/f/ M. g No. 554 _ '4J ss�ONAL DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE N.T.5 JOB NUMBER 2035 FILE NAME 2035-5TR.DWG 5H EET 5 -UL -5 USG BORAL DRYWALL SFZ LLC - 5/8 in. thick Type SCX, SGX 5G. Gypsum Board* - (As an alternate to Item 5) - For use with Items 1E and 2E only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal buttjoints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal buttjoints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Item 2E No, of Layers & Thickness of Panel Min Thkns of Insulation (Item 4) 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/6 3 layers, 1/2 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 1/2 in, thick Optional CGC INC - 1/2 in. thick Type C, IP -X2 or IPC -AR;, 5/8 in. thick Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, or; 3/4 in. thick Types IP -X3 or ULTRACODE UNITED STATES GYPSUM CO - 1/2 in. thick Type C, IP -X2, IPC -AR or; 5/8 in. thick Type SCX, SGX, SHX, IP-Xl, AR, C, , FRX-G, IP -AR, IP -X2, IPC -AR, ULIX; 3/4 in. thick Types IP -X3 or ULTRACODE USG BORAL DRYWALL SFZ LLC - 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, ULTRACODE USG MElQCO S A DE C V - 1/2 in. thick Type C, IP -X2, IPC -AR or; 5/8 in. thick Type AR, C, IP -AR, IP -X1, IP -X2, IPC - AR, SCX, SHX, or; 3/4 in. thick Types IP -X3 or ULTRACODE SH. Gypsum Board* - (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type 5-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type 5-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 11 A) or Lead Discs (see Item 12A). MAYCO INDUSTRIES INC - Type X -Ray Shielded Gypsum 5I. Gypsum Board* - (As an alternate to Item 5) - Nom. 5/6 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 5. Steel stud minimum depth shall be as indicated in Item 5. CGC INC - Type ULX UNITED STATES GYPSUM CO - Type ULX USG ME)QCO S A DE C V - Type ULX SJ. Gypsum Board - Not Shown - As an alternate t Item or both sides of yps ( ) ( e ate o 5 when used as the base layer on one wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining ROOF PANEL Min Stud Depth, in. Items 2 through 20 9 3/4' Min Thkns of Insulation (Item 4B) ALLOW 9 3/4" BETWEEN CEE COLUMNS 3-5/8 1 layer, 5/8 in. thick UL'CLA55 A' RATING 2 1-5/8 2 layers, 5/8 in. thick FOR INSTALLATION 3 1-5/8 3 layers, 5/8 in. thick Optional OF GYP. BOARD 0 4 layers, 5/8 in. thick Optional N 8 0 `o 0 Az VL`P�U 0= W31e��o 0 V Z �°W �m ii;m -m � `2EE PER PLAN 2' X 2 163a RIO ANGLE BEAM 2'X 2 16ga Rio, ANGLE 002 t�ut� ®mm i0 Zws�p Ooz> 11 CONTINUOUS SAVE TO SAVE CONTINUOUS SAVE TO SAVE ggp R Z= N z U W Z O ini 1+1 BREAKAWAY CLIP ®TOP �Z utp 6ESNo<A a�u'Sm aS- o r ` 4il BREAKAWAY CLIP @TOP � VY jOW to CEE COLUMN PER PLAN � ZUz CEE COLUMN PER PLAN 5/9' FIRE RATED GYP. BOARD (3)LAYERS PER SIDE SEAL GYP. BOARD TO 4' % 209a STUD MIN. ROOF DECK WITn TAPE AND DRYWALL COMPOUND MIDSPAN Q 24' O.C.- BY RABCO BRPAK A WAY CLIP @ BREAKAWAY CLIP Q MIDSPAN NON BEARING 3 HOUR FIRE BARRIER WALL UL #U419 -UL- A stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type 5-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC - Type RPP - Lead Lined Drywall 5K. Gypsum Board* - (Not Shown) - (As an alternate to Item 5) - Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal buttjoints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) need not be staggered. The number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Items 2 through 20 No. of Layers & Thkns of Panel Min Thkns of Insulation (Item 4B) 1 3-5/8 1 layer, 5/8 in. thick 3-1/2 in. 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional N 8 jWw `o 0 Az VL`P�U 0= W31e��o � V Z �°W �m ii;m -m � w�WW��-�=W N �=o�vs—O , i-- 002 t�ut� ®mm i0 Zws�p Ooz> 11 °p ggp R Z= N z U W Z O ini 1+1 ELL "V,° �Z utp 6ESNo<A a�u'Sm aS- o r ` 4il M VY jOW to � ZUz MIDSPAN BREAKAWAY CLIP Q MIDSPAN stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type 5-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC - Type RPP - Lead Lined Drywall 5K. Gypsum Board* - (Not Shown) - (As an alternate to Item 5) - Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal buttjoints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) need not be staggered. The number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Items 2 through 20 No. of Layers & Thkns of Panel Min Thkns of Insulation (Item 4B) 1 3-5/8 1 layer, 5/8 in. thick 3-1/2 in. 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional UNITED STATES GYPSUM CO - 5/8 in. thick Type ULIX 6. Fasteners - (Not Shown) - For use with Items 2 and 2F - Type S or S-12 steel screws used to attach pa -,e!5 to studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/3 in. long for 1/2 in., 5/8 in, thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 3 in. from first Iayer.Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer - 1 -5/8 in. long for 1/2 in., 5/8 in, thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/3 In. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four -layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 In. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/3 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in, thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 7. Furring Channels - (Optional, Not Shown, for single or double layer systems) - Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 5A and 5E. 7A. Framing Members* - (Optional on one or both sides, not shown, for single or double layer systems) - As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels - Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in, wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* - Used to attach furring channels (Item 74a) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to studs with No 8 x 1-1/2 in. minimum self -drilling, S-12 steel screw through the center grommet, RSIC-V and RSIC-V (2.75) clips secured to studs with No. 8 x 9/16 in. minimum self -drilling, 5-12 steel screw through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC-V dips for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips for use vJ& 2-23132 in. wide furring channels. PAC INTERNATIONAL L L C - Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75). 7B. Framing Members* - (Optional, Not Shown) - As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below. a. Furring Channels - Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Item 5A and 5E. b. Steel Framing Members* - Used to attach furring channels (Item 7Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC - Type Isomax 7C. Framing Members* - (Not Shown) - (Optional on one or both sides, not shown, for single or double layer systems) - As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and SE. b. Steel Framing Members* - Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC, GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self - drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into Clips. PLITEQ INC - Type GENIECLIP 7D. Steel Framing Members* - (Optional on one or both sides, not shown, for single or double layer systems) - Furrmc channels and Steel Framing Members as described below: a. Furring Channels - Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 5 in, and tied together with double strand of No. 18 AWG galvanized steel wire.. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* - Used to attach furring channels (Item 7Da) to studs. Clips spaced 48 in. OC., and secured to studs with 2 in. coarse drywall screw with 1 in. diam washer through th, cern-, hole. Furring channels are friction fitted into clips STUDCO BUILDING SYSTEMS - RESILMOUNT Sound Isolation Clips - Type A237 or A237R S. Joint Tape and Compound - Vinyl or casein, ch y or premixed joint compound applied in two coats to joints and j screw' heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco - (Optional, Not Shown) - Aluminum, vinyl or steel siding, brick veneer or stucco, meeting tht requirements cf locaI code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants* - (Optional, Not Shown) - A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO - Type AS 11, Lead Batten Strips - (Not Shown, For Use With Item 5B) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long With a max th ickness of 0.125 In. Strips placed on the interior face of studs and attached from the exterior face of the stud with too 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips no have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade 'C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical joints, it 1!A. Lead Batten Strips - (Not Shown, For Use With Item 5H) - Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. 12. Lead Discs or Tabs - (Not Shown, For Use With Item 5B) - Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 513) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 12A. Lead Discs - (Not Shown, for use with Item 5H) - Max 5/16 in. diam by max 0.140 in. thick lead discs compression fated of adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D". 13, Lead Batten Strips - (Not Shown, For Use With Item 5E) - Lead batten strips, 2 in, wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal Fire Resistance Ratings - ANSIAM 263 Design No. U465 20 -Oct -03 Nonbearing Wall Rating —1 HR. i✓ 1. Floor and Ceiling Runners — (not. shown) — Channel shaped runners, 3-518 in. wide (min), 1-114 in. legs, funned from min No. 2'� MS G ("ntin No. 20 NISG when Item 4C is used) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. ?. Steel Studs — Charnlel. shaped, 3-518 n1. wide (min), 1-1/4 in, legs, 318 in. folded back returns, formed from min No. 25 1MSG (min No. 20 NISGwhoi Item 4C is used) galv steel spaced 24 in. OC max. 3. Batts and Blankets — (Optional) -- Mineral wool or glass fiber batts partially or completely filling stud cavity Sec Datta quid 131atihets ("BZTZ) category for names of Classified companies. 1A. Fiber, Sprayed" — As an alteniate to Batts and Blankets (Item 3) — Spray applied cellulose insulation III atelia?. The liber is applied Avitll ',eater to completely fill the enclosed cavity in accordance with the application in; tractions supplied An idl th4 l,rodw. Nominal dry density of 3.0 lb/fl'. t' S GREFNFIBEIZ L L C — �'ocuon stabilized cellulose insulation. 13. Fibe--, Sprayed, -- AS an a tcnnite l0 Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose in Illation material. The liber is applied ti}pith water to ulterior surfaces in accordance with the application instnlotions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. Ntl-WOOL CO INC -- Cellulose Insulation t Gypsum Board* — S v3- thick, .; fl wicle- attached to steel studs and floor and ceiling track with I in. long, T} pt S ;tee) screw,: paccrl 8 in 0(7. <ilvuo edge: of board and l..7 in. O(` in the field of the board. Joints oriented Yu ucatly and tar,gcreti r'tr of twsl It sides of i;Le assemblj.. ',then attached to item 6 (resilientchannels) or 6A (Miring d<nitels), wallboard 1s sc1e,n attached to fieiittg chamlels with 1 in. long, Type S steel screws spaced 12 in. O(-. AMERICAN GYPSUM CO—Types AG-C_AGX-C. BEIJING NFW BUILDING VtL TERIALS CO LTD --Type DBX-1. BFB ANIERICA INC I ypes 1 IiORG, PrOROc Type y:, ProRoc Type C. BPB CANADA INC — PLoRoc 'type C, ProRoc Type X or ProRoc Type Abuse -Resistant. - Types .aR, c IP -AR, IP -X2, IPC -AR, SCX, SHX, CANADI AN GYPS11M CONfPAN� C: -P GYPSUM CORP, SUB OF GEORGIA -PACIFIC CORP — Types >, 9, C, DAP, DD, DA, DGG, DS, GPFS6. LAFARGE NORTH AMERICA INC — T)ypes LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC- NATIONAL GYPSUM CO— T}pea FSK, FSK -C, FSK -G, FSW-C, FSW-G, FSW. specification QQ-L-201f, Grade "C', Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item SE) and optional at remaining stud locations. 14. Lead Tabs - (Not Shown, For Use With Item 5E) - 2 in. wide, 5 in. long with a max thickness of O. in. Tabs friction -fit around front facie of stud, the stud folded back flange, and the back face of the stud, Tabs required at each location where a screw (that secures the gypsum boards, Item 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place .with standard adhesive tape if necessary. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions emptoy€ng the UL or cUL Certification (such as Canada), respectively. Last Updated on 2016-01-25 Questions? Print this Pao e Terms of Use Page Top i} 2018 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service Only those products bearing the UL Mark should be considered to be Certified and covered under Ul•s Follow-up Service. Always look forthe Mark on the product: UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and In a non misleading manner, without any manipulation of the data (or drawings). 2. The statement *Reprinted from the Online Certifications Directory: with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format. ""' 2016 UL LLC". PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC —Type PG -C or PG -9. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD— Type EX -1 STANDARD GYPSUM L L C — Type SG -C. TEMPLE-INLAND FOREST PRODUCTS CORP — Type TG -C. UNITED STATES GYPSUM CO —Type AR, C, FRX-G, IP -AR, IP -X2, IPC -AR, SCX, USG MEXICO S A DE C V — Type AR, C, IP -AR, IP -X2, IPC -AR, SCX, SHX, WRC or 4A. Gypsum Board' — (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed. Panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. CANADIAN GYPSUM COMPANY — Types AR, C, IP -AR, IP -X2, IPC -AR, SCX, SHX, UNITED STATES GYPSUM CO — T ype AR, C, FRX-G, IP -AR, IP -X2, IPC -AR, SCX, USG MEXICO S A DE C V — Type AR, C, IP -AR, IP -X2, IPC -AR, SCX, SHX, WRC or 4B. Gypsum Board* — (As an alternate to Items 4 or 4A) — Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A with screw length increased to 1-1/4 in. CANADIAN GYPSUM COMPANY — Types AR, IP -AR. UNITED STATES GYPSUM CO—Types AR, IP -AR. USG MEXICO S A DE C V — Types AR, IP -AR. 5. Joint Tape and Compound — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 6. Resilient Channel — (Optional -Not Shown) — 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 112 in. long type S-12 panhead steel screws. Not for use with Type FRX gypsum panels. 6A. Steel Framing Members (Not Shown)" —As an alternate to Item 3, furring channels and resilient sound isolation clip as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-318 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 S WG gals steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping #6 framing screws, min. 7(16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. b. Steel Framing Members* — Used to attach fiuring channels (Item a) to studs (Item 1). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC — Type RSIC-1. *Bearing the UL Classification Mark MARKUPS # I DATE I BY I ISSUE I 105-07-181 J5V I PER MARKUPS. E 2 105-24-181 J5V I PER MARKUP5. REVI5ION5 ■ # I DATE I BY I 155UE 1 UL CODE RINEHART RD.55 A550CIATE5 LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 ■ In�Zm CD ;it, w 010 Um U LU �O N O > 07 O Z U� Z O O� al pR� GEN,9 No. 55428 .p STAT OF 8/......... ANG '''7jf1111111t``` � 1� DRAWN BY DATE �ga 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE N.T.5 ILJ "� !to® of � �_ m3�oo,r `_� U. a�znyy66� N 8 jWw `o 0 Az VL`P�U 0= W31e��o � V Z �°W �m ii;m -m � w�WW��-�=W N �=o�vs—O , i-- 002 t�ut� ®mm i0 Zws�p Ooz> 11 °p ggp R Z= N z U W Z O ini 1+1 ELL "V,° �Z utp 6ESNo<A a�u'Sm aS- o r ` 4il M VY jOW to � ZUz pR� GEN,9 No. 55428 .p STAT OF 8/......... ANG '''7jf1111111t``` � 1� DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE N.T.5 JOB NUMBER 2035 FILE NAME SHEET LIFE SAFETY LEGEND MULTI-PURP05E I OLB5. FIRE EXTINGUISHERS f�MOUNTED ON BRACKETS OR IN WALL CABINETS �� WITH THE CARRYING HANDLE PLACED 3 112 TO 5 FEET A50VE THE FLOOR W/ MAX. TRAVEL D15TANCE NOT TO EXCEED 75FT. <250 <250 -a*- —"O, — —► EXIT ACCE55 TRAVEL DISTANCE EXIT LIGHTS MAX VIEW 1 10 SEE ELECTRICAL ex1�TACTILE 51GN STATING "EXIT" COMPLYING WITH N FPA 101 3' REQ. EGRESS WIDTH - 2'-5" ALLOW. NET WIDTH W/ MAX. 7" ALLOW. ENCROACHMENT — WHEN DOOR 15 FULLY OPEN L 5' CLEAR @ HALLWAY dLU u w �. of z m �Qy gzU) O C� IL Q `W -wa- Z C V O� ao 3'-G" MAX. MAN DOOR WIDTH 50 A5 NOT TO REDUCE REQ. EGRE55 WIDTH BY MORE THAN 2 IN ANY P051TION z REQ. EGRESS WIDTH = I' -G" 2'-5" ALLOW. NET WIDTH W/ MAX. 7" ALLOW. ENCROACHMENT WHEN 3' REQ. EGRESS WIDTH J� 0 0 W lua- oL N R 0 Q �O� s zm O (� tis NOTE: WHERE REQ. DIMENSIONS CAN WTD® Z UJ oC N (3 z [)Z z m NOT BE MET, A 3'-0" MIN. ROLL -UP W U w DOOR SHALL BE 5UI35TITUTEDO Y FO�ODw J 0 FOR THE MAN DOOR SHOWN J J Z W a<lu= N 3'-G" MAX. MAN DOOR WIDTH 50 A5 NOT TO REDUCE REQ. EGRE55 WIDTH BY MORE THAN 2 IN ANY P051TION z REQ. EGRESS WIDTH = I' -G" 2'-5" ALLOW. NET WIDTH W/ MAX. 7" ALLOW. ENCROACHMENT WHEN 3' REQ. EGRESS WIDTH J� s zm O (� tis JZ(Q � � g �-• -� WTD® Ili � 0 N J zin0 .00 5CLEAR @ HALLWAY Lu O 0=00 JU0>j ACCESS DOOR EGRESS REQ. Z — lu Q Lu U= Q -i J J ( Lu L= Lu UQ Lu W Z w zuO 00=00 > >�C)aLu� T: LL_ Z3tn N w MARKUPS # I DATE I BY I 155UE I 105-07-1,51 J5V I PERMARKUPS. 2 105-24-181 J5V I PER MARKUP5. IREVISIONS I # I DATE I BY I 155UE LIFE SAFETY PLAN RINEHART 55 ASSOCIATES LLC 145 1 RINEHART ROAD, 5ANFORD, FL 32771 0w lu 0 Q� J Z_ Z t Q N N z Z W Oo LE -� s WTD® m z z W U no® NN N�So�%zv' Y FO�ODw J kma z V O a W 0 z Wim- Jnu mu ��zoio-oma ILU 0 o=ijW N �gW 1..2 9�n ° go.. 5c mF UK�gw QN O N=O o �n$O WHO Lu CD =u ;Z� U2 M. B p . GENS No. 554 .a ATE IF AZ DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 N.T.S. JOB NUMBER 2035 FILE NAME 2035-5TR.DWG 11 SHEET LSP- I 2211-411 STRUCTURE A 15T FLOOR MARKUPS DATE BY 155UE -07-18 J5V PER MARKUP5. -24-18 J5V PER MARKUP5. ' REV1510N5 ' # I DATE I BY 155UE LI FE SAFETY PLAN RINEIIAKT 55 A550CIATE5 LLC 1451 RINEHAKT ROAD, 5ANF0RD, FL 32771 ow W (� o' aZ J _Z M Z:3 "G Q Z N � �z Z w m1 u -� tu W On °�ci7 z Q az zc�zo�' W r`z g� aJ a i0 off i,saa ?tl1V W�Woiv� n W ww $a O 8dz�o V r O OQOCjZU ✓N geJ U� ow ^gig gg.. �1= m� ZN� __`z z s��Nv,'��o Z z E it m /O� WHO v d W z� a �W M. p .•'• IGEN -• � . No. 5542 .o ST E 0,c. ' O DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE N.T.5. JOB NUMBER 2035 FILE NAME 2035-5TK.DW6 511 EET L5P-2 00 1 1 All L L I - -I STAIR 2 -- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- - ------ ——T—�-------------------------------- - — qr] -7 NI I I I I I I I I I I I I i i I I I I �E --- --- --- --- --- I I ❑ I I I I I I I I i I I - I I I I I I I I I I I I I I �FEI I I ---==J t== --- --- --- ----- I I I I I I I I I I I I I I I I I I --- --- --- --- I I I I I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — I I I i I I I I I I I I I O ❑ ❑ I ID -- --- --- --- --- --- --- —) --- ---------- �E � i DUMMY DOORS I I I------- -- -- ►— ---------- — ----- DUMMY DOORS STRUCTURE A 2ND FLOOR MARKUPS DATE BY 155UE -07-18 J5V PER MARKUP5. -24-18 J5V PER MARKUP5. I REVISIONS I # I DATE I BY 1 155UE 1 LI FE SAFETY PLAN RINEHART SS ASSOCIATES LLC 145 I RINEHART ROAD, 5ANFORD, FL 32771 mi M. B pQ?..';GENS' No. 5542 .� ST E 4 DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE N.T.5. JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET LSP -3 J InDV NNNu VVV LU O zF U > �O® �p F�� xg=U7 UpN az o S�DOZpcZ LOV z�¢30 Lu U�aa�pNUVi _ Z �mW Pmm �O N� 0m0 aWOio�°Olaw Z Nz �U dOC; O U ,z NOCD �W o¢ u wo moc o46 NK�— °uiiF O$d u i ti tu M. B pQ?..';GENS' No. 5542 .� ST E 4 DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE N.T.5. JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET LSP -3 2211-411 STRUCTURE A 3RD FLOOR MARKUPS # DATE BY 155UE I 105-07-181 J5V I PER MARKUP5. 2 05-24-18 1 J5V I PER MARKUP5. REVISIONS # I DATE I 5Y I 155UE LIFE SAFETY PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 f— � Z� _j LLJ � O � Um �U WIVO > <R Q ZO > 36 Q z U 0) Z —00 O013 J s� ° 8'm w�u u F z U �O® � Gma NN Ci f - O 0 o'2S ORz i � 6 �P � 't do Z C� oz <z bEaa��Uw W g � 8,Q a;?� W o< 0.,j s ONS ��o� wZ,d riW ga 4�W)T � o�� gw i, Do g�c ks .5u. m- N�aza<"'o3e zd zN�i�kwz 3N ti yamy.. NjY EEL :- �O��UNI O ow$'� Rp�o F~6 d J3 e W, 1.^\ 1I W M. g \GENSF'"�� No.55428 ' O D �� • i/ A L �aG ``,� nY DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 N.T.S. JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET LSP -4 IN 3 4 G 7 8 9 10'-0" 2 10'-2" 10' 10'-2" 5 9'-10" 10' 1 0' 10' 100'-8" EAST r \Y � i 10'-4" 91- 10" 10'-2" 30' MARKUPS DATE BY 155UE -07 18 J5V PER MARKI -24-18 J5V PER MARKT 15 16 17 18 19 20 21 22 23 REVISIONS 10, 10' 10, 10' 10' 10' 10'-2" 10'-G" # I DATE I BY ISSUE OFFSET BASE PLATE TO OFFSET BASE PLATE TO AI/lT IAITFO FF�F IF// /"AAI I 90'-8" STRUCTURE A IST FLOOR PARTITION PLAN LINE- KEY HORIZONTAL PARTITION PANEL 2Gga GALVALUME TYPE "U" G" R- 19 INSULATION IN WALL WITH 29ga PANEL BOTH SIDES HALL WAY SYS? -EM I HR FIRE RATED WALL AROUND ELECT. ROOM PER UL #423 i 8" SPLIT FACE CMU Vd/',.L� I SMOOTH CM1U WALL i FORMED AND POURED I HR FIRE RATED 8" CMU WALL AROUND THE ELEVATORS t- STAIRS PER UL #U905 DOOR SCHEDULE (D3' -G" x 7-0" 3/4 HR FIRE RATED EXTERIOR STAIRWELL DOOR 3'-G" x 7-0" 1 HR FIRE RATED DOOR 15T,2ND*3RD INTERIOR STAIR C3'-0" x 7-0" PERSONNEL DOOR [DRY WALL] REST RM, BREAK KM, TELE. RM., JANITOR CLOSET � PUBLIC R.R. 3'-0" x 7-0' PERSONNEL DOOR W/ 112 GLASS EXTERIOR DOOR [OVER 51ZED DOOR FOR SINGLE STORIES] 03 3'-G" x 7-U" F'ER50NNEI-GLASS DOOR W/ SIDE LIGHTS ® 3-O" x 7-0" ! HR RATED PERSONNEL DOOR @ ELEC. ROOM 7 1 /4" -SINGLE LAYER OF 5/8" EACH SIDE- SIDE OF G" FRAME 0 1 G'-0 112" x 7-6 /2° R.O. SLIDING PERSONNEL DOOR O 3 J x 7 0" ELEVATOR ACCESS I HK FIRE RATED DOOR DOvFz� P PJ 5HOW'N IS RECOMMENDED TO CLEAR THE REOUID�FD `,N(;)KKING SPACE. IF DOOR AND IS CHANGED TEEN IT MUST OPEN 1 80° SO NOT TO INTERFERE WITH THE VVORKING SPACE. O7 3'-0" x 7-0" A/H ROOM DOOR (BY OVERHEAD DOOR SUPPLIER) 3'-0" x 7'-O" DOOR AT THE MEZZANINE (BY OVERHEAD DOOR SUPPLIER) NOTL: 5EE DOOR HARDWARE SCHEDULE WINDOW SCHEDULE NB 9'-4" x 8'-8" WINDOW 10'-0" x 8'-8" WINDOW STRUCTURE A 15T FLOOR PARTITION PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 0 t LIJ0 az a2 NN �O z Ll Oo �7 o U1 F.I N O' in O ii 1-m¢ G N C9 I pzuw o0 i)iaa w G.I N °a" °t (S) � t9 q � m,„n OO � � N Fww uoeiNW _I yin_n H.I N iwO�pO�tgw H'S H °°z° aN�Nzizz o i ,Oz u��i�°ASNS 1 N ��p �U � �'uSiOoZ U �z F QQ� V a � wCD ZmG� Uz J N J.I N K N K.I L N �t- L.I � M ICY M.I N �O d N N I N.I N 1 Z O N � 0.1 - n / d - O 0 L N Q IN 3 4 G 7 8 9 10'-0" 2 10'-2" 10' 10'-2" 5 9'-10" 10' 1 0' 10' 100'-8" EAST r \Y � i 10'-4" 91- 10" 10'-2" 30' MARKUPS DATE BY 155UE -07 18 J5V PER MARKI -24-18 J5V PER MARKT 15 16 17 18 19 20 21 22 23 REVISIONS 10, 10' 10, 10' 10' 10' 10'-2" 10'-G" # I DATE I BY ISSUE OFFSET BASE PLATE TO OFFSET BASE PLATE TO AI/lT IAITFO FF�F IF// /"AAI I 90'-8" STRUCTURE A IST FLOOR PARTITION PLAN LINE- KEY HORIZONTAL PARTITION PANEL 2Gga GALVALUME TYPE "U" G" R- 19 INSULATION IN WALL WITH 29ga PANEL BOTH SIDES HALL WAY SYS? -EM I HR FIRE RATED WALL AROUND ELECT. ROOM PER UL #423 i 8" SPLIT FACE CMU Vd/',.L� I SMOOTH CM1U WALL i FORMED AND POURED I HR FIRE RATED 8" CMU WALL AROUND THE ELEVATORS t- STAIRS PER UL #U905 DOOR SCHEDULE (D3' -G" x 7-0" 3/4 HR FIRE RATED EXTERIOR STAIRWELL DOOR 3'-G" x 7-0" 1 HR FIRE RATED DOOR 15T,2ND*3RD INTERIOR STAIR C3'-0" x 7-0" PERSONNEL DOOR [DRY WALL] REST RM, BREAK KM, TELE. RM., JANITOR CLOSET � PUBLIC R.R. 3'-0" x 7-0' PERSONNEL DOOR W/ 112 GLASS EXTERIOR DOOR [OVER 51ZED DOOR FOR SINGLE STORIES] 03 3'-G" x 7-U" F'ER50NNEI-GLASS DOOR W/ SIDE LIGHTS ® 3-O" x 7-0" ! HR RATED PERSONNEL DOOR @ ELEC. ROOM 7 1 /4" -SINGLE LAYER OF 5/8" EACH SIDE- SIDE OF G" FRAME 0 1 G'-0 112" x 7-6 /2° R.O. SLIDING PERSONNEL DOOR O 3 J x 7 0" ELEVATOR ACCESS I HK FIRE RATED DOOR DOvFz� P PJ 5HOW'N IS RECOMMENDED TO CLEAR THE REOUID�FD `,N(;)KKING SPACE. IF DOOR AND IS CHANGED TEEN IT MUST OPEN 1 80° SO NOT TO INTERFERE WITH THE VVORKING SPACE. O7 3'-0" x 7-0" A/H ROOM DOOR (BY OVERHEAD DOOR SUPPLIER) 3'-0" x 7'-O" DOOR AT THE MEZZANINE (BY OVERHEAD DOOR SUPPLIER) NOTL: 5EE DOOR HARDWARE SCHEDULE WINDOW SCHEDULE NB 9'-4" x 8'-8" WINDOW 10'-0" x 8'-8" WINDOW STRUCTURE A 15T FLOOR PARTITION PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 0 t LIJ0 az a2 NN �O z Ll Oo �7 .\`' AS M. g o p .' GENS No. 554 .p' S TE 0 Az F vN �'� ss� N A L �� •• l DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1 /8" = 1. JOB NUMBER 2035 PILE NAME 2035-5TK.DWG SHEET 5-1 o s O�o V) O' Lu U O ii 1-m¢ NN �: m3��o�YYs g O0 y�UI i'O pzuw o0 i)iaa w g� aQW °a" °t (S) � ?�J ooa q � m,„n OO � "z" VN W� Www Fww uoeiNW _I yin_n k iwO�pO�tgw H'S H °°z° aN�Nzizz o i ,Oz u��i�°ASNS z ONO �� p �U � �'uSiOoZ U �z F QQ� V a � wCD ZmG� Uz NW .\`' AS M. g o p .' GENS No. 554 .p' S TE 0 Az F vN �'� ss� N A L �� •• l DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1 /8" = 1. JOB NUMBER 2035 PILE NAME 2035-5TK.DWG SHEET 5-1 0 N Z � � o.l P OP.I N z N Q Q.I N R N R.I N S N In S.I N Ln T N Ln T.I N Ln U N i U.I N V N V.I W - W I N X N Ln X.I N Ln Y N in Y.I N Ln Z N Z.I N AA N � I BB B.I N CC cV In C.I N In DD N o D.I b E 0 M TC 10' 2' 10' 2' 9'-4" 10'-6" 1 10'-2" 10, 91-1011 10, 10' 66' 10' i OFFSET BASE PLATE TO NOT {- -- 1 0' 30' 22 1'-4" 10'-4" 1 91-101, 10'-2" Wf-5T 90'-8" OFFSET BASE PLATE TO 9'-10" 1 10, 10' 10' 10' 10' 10'-211 91-1011 STRUCTURE A IST FLOOR PARTITION PLAN LI N E KEY HORIZONTAL PARTITION PANEL 26ga GALVALUME TYPE "U" G" R- 19 INSULATION IN WALL WITH 296ja PANEL BOTH SIDES HALL WAY SYSTEM 1 HR FIRE RATED WALL AROUND ELECT. ROOM PER UL #425 8" SPLIT FACE CMU WALL SMOOTH CMU WALL FORMED AND POURED . ' < I HR FIRE RATED 8" CMU WALL AROUND THE ELEVATORS * STAIRS PER UL #U905 1 � Ln N 0 MARKUPS Q I r� iyj # DATE BY 155UE 1 05-07-I6 J5V PER MARKUP5. 2 05-24-18 J5V PER MARKUPS. m0071 �z PON inti ;z ti -92a�ZNo f Z p Lu W w o11-1) U VN2 Z `0 ��n ^moo �O N Q Ya� ooi3 ^tom on kg =��jj p' -p �VN z N Q.I m � s�do�s�s 0)-<.< s��= '�Zo O N R U Lu �9 `" R I REVISIONS # DATE BY 155UE N 5 N S.I In N T %n N T.I %n N U i N D' I STRUCTURE A N V 15T FLOOR PARTITION PLAN W _ N RINEHART 55 ASSOCIATES LLC N X 145 1 RINEHART ROAD, 5AWORD, FL 32771 N X.l �n N Y %n N Y.I Ln N Z pw w 0, a AA �a �Z .I g - u)to I DUCK 5CHEDULE O3'-6" x 7-0" 3/4 HR FIRE RATED EXTERIOR STAIRWELL DOOR @3'-6" x 7-0" 1 HR FIRE RATED DOOR I5T,2ND*3RD INTERIOR STAIR @3'-0" x 7-0" PERSONNEL DOOR [DRY WALL] REST RM, BREAK RM, TELE. RM., JANITOR CLOSET * PUBLIC R.R. ® 3'-0" x 7-0" PERSONNEL DOOR W/ 112 GLA55 ® EXTERIOR DOOR [OVER SIZED DOOR FOR SINGLE STORIES] 0 3'-6" x 7-0" PER50NNEL GLA55 DOOR W/ SIDE LIGHTS ® 3'-0" x 7-0" 1 HR RATED PERSONNEL DOOR @ ELEC. ROOM 7 1/4" -SINGLE LAYER OF 5/8" EACH SIDE- SIDE OF G" FRAME O I G-0 1/2" x 7-8 1/2" R.O. SLIDING PERSONNEL DOOR © 3'-0" x 7-0" ELEVATOR ACCESS I HR FIRE RATED DOOR DOOR HAND SHOWN 15 RECOMMENDED TO CLEAR THE REQUIRED WORKING SPACE. IF DOOR AND 15 CHANGED THEN IT MUST OPEN 1800 50 NOT TO INTERFERE WITH THE WORKING SPACE. 70 3'-0" x 7-0" A/H ROOM DOOR (BY OVERHEAD DOOR SUPPLIER) ® 3'-0" x 7-0" DOOR AT THE MEZZANINE (BY OVERHEAD DOOR SUPPLIER) NOTE: SEE DOOR HARDWARE SCHEDULE WINDOW 5CHEDULE RA 9'-4" x 8'-8" WINDOW B 10'-0" x 8'-8" WINDOW ``��•• -••viii J M. B �p .• \.,\GENS� No. 5542 .o S E O ' p .. Az O GNB AL DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET ,66 N�� W U r� iyj VU ��zG 4yiZ�ppQoTi m0071 �z inti ;z ti -92a�ZNo f Z p Lu W w o11-1) a aa� VN2 Z ��n ^moo �O O WF -NU Nn 0LO60OK Ya� ooi3 ^tom on kg =��jj p' -p �VN z N. ��3333 k"W m � s�do�s�s 0)-<.< s��= '�Zo O U Lu �9 d CD a ``��•• -••viii J M. B �p .• \.,\GENS� No. 5542 .o S E O ' p .. Az O GNB AL DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET O A 0 C I 2 / T 1 � 10'-G" 10'-2" 3 10' 4 10'-2" 5 91-101, 6 10, 10, 10, 10, 91-101, 10,-4" 9'- 1 O" 10'-2" 9'- 10" 10, 10, 10, 10, 10, 10, 10'-2" 1 O' -G" N BASE PLATE DETAIL PLATE WA5HER5 z (SEE SCH FOR SIZE) R=30K T/ CONC N (3) HEX NUT5 w PER BOLT H O z E34 /TACK OR PEEN B/ CONC NOTE: P05T IN5TALLED FXPAN51ON AND/OR EPDXY BOLT5 ARE ACCEPTABLE ALTERNATES TO THE CAST IN PLACE ANCHOR BOLT5 SHOWN. ANCHOR BOLT DETAIL NOT TO SCALE N01 I U _-K7117- NOTE ("): •COL. THICKNE55 LE55 THAN 4" = J" •COL. THICKNE55 4" AND GREATER - COL. THICKNE55 - ° 1 LiN N p CV 2 BP -A NOT TO 5CALE 2" 2° cv Li + Q. LEQ. m (V 2" 2" A" BP -B NOT TO SCALE NOTES: • A CONTINUOUS x 8"MIN DEPTH BOND BEAM (BB 1) SHALL BE PROVIDED AT T/CMU PARAPET OR INTERIOR NON -LOAD BEARING CMU WALLS (TYP., UNO). • A CONTINUOUS x I G"MIN. DEPTH BOND BEAM (BB2) SHALL BE PROVIDED AT EACH FLOOR LEVEL, INTERMEDIATE STAIR LANDING, ROOF BEAM ATTACHMENT, TRUSS BEARING LOCATION, AND TOP OF ELEVATOR/STAIR SHAFT (TYP., UNO) (3) GROUTED ILII y CELLS REINF W/ BARS AE CELL, W -BEAM SCHEDULE B I W 12x26 R=30K 152 W 12x45 R=35K E53 W 18x 119 R=G5K E34 W 1 2x 14 R= I OK 55 W 12x22 R= 15K BG W 18x40 R= 20K 57 W2 I x44 R=25K B8 W 18x7G R=50K B9 W 12x35 R=25K 1510 W 18xG5 R=GOK 1131 I 1 W 18x40 I R=45K STRUCTURE A IST FLOOR COLUMN FRAMING PLAN FI KST FLOOK FLAN NO I E I . SEE FOUNDATION PLAN FOR SLAB ON GRADE 2. TYPICAL SUPPORTING COLUMN 5hALL BE G; lx2.5x 1 4aa SOT. I, - CONT. ,-CONT. 1 2ga TOP TRACK. 3. PARTITION PANEL SHALL BE 2Gga hOR1Z3NTAL PARTITION PANLI'L W/ "I I O TEK 51DELAP FASTENERS @ 20"o.c. MAX. 4. C5-1 GALVANIZED CEE AT 5'-O" O.C. AT LONGITUDINAL WALLS 5. H I = (1) 8"x �JV2"(min.)x 12ga CEE HEADER BEAM. (COLUMN SUPPORTING HEADER IS SINGLE GX3.5"X 12ga CEE )- HALLWAY ONLY G. H2 = 12X2.5X 12ga DOUBLE CEE HEADER BEAM (COLUMN SUPPORTING HEADER IS DOUBLE GX4"X 12ga CEE EACH END OF HEADER) 7. H3 = 12X3.5X 12ga DOUBLE CEE HEADER BEAM W/ 12ga TRACK WRAP UP TO 15-3" SPAN (COLUMN SUPPORTING HEADER IS DOUBLE GX4"X 12ga CEE EACH END OF HEADER) 8. 1 Gga SUBGIRT HC I G [2] ROW OF BRIDGING AND [ I ] TOP OF PANEL. 9. SEE S -O -G AND 5-0-7 FOR MASONRY LINTELS COLUMN * BASE PLATE SCH EDU LE ANCHOR CAP 14® BASE PLATE (") W U -°a NN COLUMN COLUMN moo BOLT (11) PLATE `i- wQO OiLLJ REMARKS A B T E d V V MARK SIZ E w--w3�= w -o F-- um0 nimO 2� FNp�Qp�Oo�t (NT 243) ogw o o i s U) V z CGG-4 H55GxGx 1/4 12 12 1 /2 7 3/4 2 ma °w�aa CGG-G H55GxGx3/8 12 12 3/4 7 3/4 t�2 CGG-8 H55GxGx 1 /2 12 12 1 7 3/4 CGG-4A H55GxGx 1/4 12 12 3/4 7 3/4 SEE BASE PLATE DETAIL BP -A CGG- I OB H55GxGx5/8 I G 12 1 1/4 7 3/4 SEE BASE PLATE DETAIL BP -B NOTES: BOLT MINIMUM MAXIMUM MINIMUM EMBEDDED I ANCHOR BOLTS SHALL BE ASTM A36 (UNO) MATERIAL EMBEDDED EMBEDDED EDGE THREADED EACH END WITH NUT AT BOTTOM, TYPE LENGTH LENGTH DISTANCE TACK WELDED SECURE. PLATE WASHER AT BOTTOM NUT SHALL NOT BE REQUIRED. CONFORM TO CHART AT RIGHT FOR EMBEDMENT, UNLESS NOTED OTHERWISE IN SCHEDULE ABOVE. 2. "J-BOLTS"A307,A3G ARE NOT ACCEPTABLE ALTERNATES. 12d E = FTG 5d >4 In. THICKNESS 3. PLATE WASHERS SHALL HAVE HOLE WITH DIAMETER A325, A449 17d - 5" 7d >4 In. EQUAL TO BOLT DIAMETER + I / I G". OVERSIZED HOLES AND PLATE WASHERS I=OR BASE PLATES BOLT HOLE FE WA5HER5 BOLT HOLE f11 WA5HER5 DIAMETER DIAMETER DIAMETER DIAMETER 3/4" 1 5/1 G" 5/1 G"x3"x3" 1 112" 2 5/1 G" 7/1 G"x5"x5" 7/8" 1 9/1 G" 5/1 G"x3"x3" 1 3/4" 2 3/4" 7/1 G"x5"x5" 1" 1 13/1 G" 3/8"x4"x4" 211 3 11411 I /2"xG"xG" 1 1/4" 2 1/ 1 G" 3/8"x4"x4" 2 112" 3 3/4" 1 /2"xG"xG" LI N E KEY = CROSS SUPPORT NEED MORE THAN 5' BAY COLUMNS I HR FIRE RATED WALL AROUND ELECT. ROOM PER UL #425 D 8" SPLIT FACE CMU WALL SMOOTH CMU WALL FORMED AND POURED CMU I HR FIRE RATED 8" CMU WALL AROUND THE ELEVATORS * STAIRS PER UL #U905 L4"x2"x IG"x 12ga LCLIP ANGLE ATTACHED TO MASONRY W/ (2) 112" X 3 3/4" EXPANSION BOLTS (2 1/2" MIN. EMBEDMENT) FOR ZEE BEAM ATTACHMENT - TYP. ANCHOR SCHEDULE UNLESS NOTED OTHERWISE BOTTOM FLOOR BASE TRACK INSTALLATION 1/2"X3 3/4" WEDGE ANCHORS SPACING 3' O.C. (2 1/4" EMBEDMENT MIN.) HEAVY STEEL DECK SUPPORT ANGLE (1 /4" THICK OR GREATER) (TO CMU) 3/4"X5 112" WEDGE ANCHORS 2'0.C. (MIN. 4" FROM EDGE OF BLOCK) 1/4" MIN. EXPANSION ANGLE INSTALLATION (f0 CMU) (3) 3/4"X8" WEDGE ANCHORS (4 3/4" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) HSS STEEL COLUMN BASE PLATE INSTALLATION (4) 3/4"X 12" EPDXY ANCHORS WITH LEVELING NUTS (7" EMBEDMENT MIN.) MARKUPS # I DATE I BY 155UE f 105-07-181 J5V PER MARKUP5, 2 05-24-18 1 J5V I PER MARKUP5. I REVISIONS I # I DATE I BY I 155UE STRUCTURE A 15T FLOOR COLUMN FRAMING PLAN RINEHART 55 A550CIATE5 LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 101 M. 0 \CENS� _ No. 55428 ' .o ST E DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1/8" = I ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-1-2 14® W U -°a NN S�oF-rzk�i moo Gma `i- wQO OiLLJ (nn .. a a WWw a o" O W°'�, o ff V((�� , O V V mw �� w--w3�= w -o F-- um0 nimO 2� FNp�Qp�Oo�t ogw o o i s U) V z Z EEL me�°zo N 2 ma °w�aa Lu t�2 oL �W M. 0 \CENS� _ No. 55428 ' .o ST E DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1/8" = I ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-1-2 Lr T N N 10'-G" 10'-2" 10' 10'-2" 9'-10" 10' 10' 10' 10, 9'- I O �. 101-41, � 9'- G'' 1 0'-2" 9'-10" 10' 10' 10' 10' 10' 10'-2" 91-1011 10'-8" NOTES: • A CONTINUOUS x 8"MIN DEPTH BOND BEAM (BBI) SHALL BE PROVIDED AT T/CMU PARAPET OR INTERIOR NON -LOAD BEARING CMU WALLS (TYP., UNO). • A CONTINUOUS x I G"MIN. DEPTH BOND BEAM (13152) SHALL BE PROVIDED AT EACH FLOOR LEVEL, INTERMEDIATE STAIR LANDING, ROOF BEAM ATTACHMENT, TRU55 BEARING LOCATION, AND TOP OF ELEVATOK/5TAIR SHAFT (TYP., UNO) W -BEAM SCHEDULE 51 W 12x26 R=30K 52 W 12x45 R=35K 53 W 18x 11 9 R=G5K 134 W 1 2x 14 R= I OK B5 W 12x22 R= 15K BG W 18x40 R= 20K 137 W2 I x44 R=25K B8 W 18x7G R=50K 139 W 12x35 R=25K 510 W 18xG5 R=GOK 131 1 W 18x40 R=45K STRUCTURE A IST FLOOR COLUMN FRAMING PLAN FI K5T f -LOOK PLAN NOTES I . SEE FOUNDATION PLAN FOR SLAB ON GRADE 2. TYPICAL SUPPORTING COLUMN SHALL BE G"x2.5x 14ga W/ CONT. 1 Gqa BOT. TRACK �- CONT. 1 2ga TOP TRACK. 3. PARTITION PANEL SHALL BE 2Gga HORIZONTAL PAFJITIC'N PAV,EL 'A'/ ,# 1 —'T Er' 51DELAP FASTENERS @ 20"o.c. MAX. 4. C5-1 GALVANIZED CEE AT 5'-0" O.C. AT LONGITUDINAL WALLS 5. H I = (1) 8"x �2"(mm.)x 12qa CEE HEADER BEAM. (COLUMN SUPPORTING HEADER IS SINGLE GX3.5"X I 29 CEE )- HALLWAY ONLY G. H2 = 1 2X2.5X 12qa DOUBLE CEE HEADER BEAM (COLUMN SUPPORTING HEADER IS DOUBLE GX4"X 12qa CFF EACH t ND OF HEPDFK ) 7. H3 = 12X3.5X 12qa DOUBLE CEE HEADER BEAM W/ 12qa TRACK WRAP UP TO 15'-3" SPAN (COLUMN SUPPORTING HEADER IS DOUBLE GX41'X 12qa CEE EACH END OF HEADER.) 8. 1 Gqa SUBGIRT HC I G [2] ROW OF BRIDGING AND [ I ] TOP OF PANEL. 9. SEE S -O -G AND 5-0-7 FOR MASONRY LINTELS COLUMN * BASE PLATE SCrI EDU LE UUW ANCHOR CAP W 1n0� 'sm W N� " BASE PLATE (") U > �".. 6 COLUMN COLUMN W1DZ BOLT (") PLATE REMARKS w A B T E d MARK SIZE Va16 z,no O� ooily, ,�i 1-- _j (NT 243) nim n`�' d0 rz 2F2c�F8'-,' •-ozd' w o�n ,^ CGG-4 H55GxGx 1 /4 12 12 1 /2 7 3/4 k �U UgO�N O CGG-G h55GxGx3/8 12 12 3/4 7 3/4 CGG-8 H55GxGx 1 /2 12 12 1 7 3/4 CGG-4A H55GxGx 1/4 12 12 3/4 7 3/4 SEE BASE PLATE DETAIL BP -A CGG- 1015 H55GxGx5/8 16 1 12 1 1/4 1 7 1 3/4 SEE BASE PLATE DETAIL BP -B NOTES: I . ANCHOR BOLTS SHALL BE ASTM A3G (UNO) BOLT MINIMUM MAXIMUM MATERIAL EMBEDDED EMBEDDED MINIMUM EMBEDDED THREADED EACH END WITH NUT AT BOTTOM, TYPE LENGTH LENGTH EDGE DISTANCE TACK WELDED SECURE. PLATE WASHER AT BOTTOM NUT SHALL NOT BE REQUIRED. CONFORM TO CHART AT RIGHT FOR EMBEDMENT, UNLESS NOTED OTHERWISE IN SCHEDULE ABOVE. 2. "J -BOLTS" ARE NOT ACCEPTABLE ALTERNATES. A307, A3G 1 2d E = FTG 5d >4 1n. THICKNESS 3. PLATE WASHERS SHALL HAVE HOLE WITH DIAMETER - A325, A449 17d 5" 7d >4 1n. EQUAL TO BOLT DIAMETER + I/ I G". OVER5IZED HOLES AND PLATE WASHERS FOR BASE PLATES BOLT HOLE it WASHERS BOLT HOLE Fe WASHERS DIAMETER DIAMETER DIAMETER DIAMETER 3/4" 1 5/1 G" 5/1 G"x3"x3" 1 112" 2 5/1 G" 7/1 G"x5"6" 7/8" 1 911 G" 5/1 G"x3"x3" 1 3/4" 2 3/4" 7/1 G"x5"x5" I 1 1 3/ 1 G" 3/8"x4"x4" 2" 3 1/411 1 /2"xG"xG" LINE KEY CROSS SUPPORT NEED MORE THAN 5' BAY COLUMNS I HR FIRE RATED WALL AROUND ELECT. ROOM PER UL #425 8" SPLIT FACE CMU WALL SMOOTH CMU WALL FORMED AND POURED CMU I HR FIRE RATED 8" CMU WALL AROUND THE ELEVATORS * STAIRS PER UL #U905 L4"x2"x IG"x 12ga LCLIP ANGLE ATTACHED TO MASONRY W/ (2) 112" X 3 3/4" EXPANSION BOLTS (2 1/2" MIN. EMBEDMENT) FOR ZEE BEAM ATTACHMENT - TYP. ANCHOR SCHEDULE UNLESS NOTED OTHERWISE BOTTOM FLOOR BASE TRACK INSTALLATION 1/2"X3 3/4" WEDGE ANCHORS SPACING 3' O.C. (2 114" EMBEDMENT MIN.) HEAVY STEEL DECK SUPPORT ANGLE (I /4" THICK OR GREATER) (TO CMU) 3/4"X5 1/2" WEDGE ANCHORS 2' O.C. (MIN. 4" FROM EDGE OF BLOCK) 1/4" MIN. EXPANSION ANGLE INSTALLATION (TO CMU) (3) 3/4"X8" WEDGE ANCHORS (4 3/4" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) HSS STEEL COLUMN BASE PLATE INSTALLATION (4) 3/4"X 12" EPDXY ANCHORS WITH LEVELING NUTS (7" EMBEDMENT MIN.) MARKUPS 8 I DATE I BY 1551JE I 05-07-18 1 JSV I PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUPS. IREVISIONS I # I DATE I BY I 1551JE 0 STRUCTURE A 15T FLOOR COLUMN FRAMING PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 [0. M FM. BF j .• GEN No.55428 STAT OF OR DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1/811 = 11 JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-1-3 UUW W 1n0� 'sm W N� " Z U Y FOm�zF U > �".. 6 W1DZ i0a NpU V - io=�W w 00 �€ Va16 z,no O� ooily, ,�i 1-- _j um ,erne nim n`�' d0 rz 2F2c�F8'-,' •-ozd' w o�n ,^ ^ion k� o dOo� ��Y k �U UgO�N O v,= �� 4 M FM. BF j .• GEN No.55428 STAT OF OR DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1/811 = 11 JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-1-3 Ln N C M A- I 2 3 4 5 6 7 8 9 ro (! 10'-G" 10'-2" 10' 10'-2" 9'- 1 0" 10' 10' 10' 10' — 91- I O" I� 2" 25' -CH -LIN EA,5T v'-4'' 91-; O" I — - 22 1 -4" 17 1'-4" J14 15 16 17 18 19 20 21 22 C 101-211 91-1011 10' 10, 10, 10' 10' 10' 10'-2" 25' Z� STRUCTURE A 2ND FLOOR PARTITION PLAN LI N E KEY VERTICAL PARTITION PANEL 29cga GALVALUME TYPE "U" HALL WAY 5Y5TEM - =- 6" PERIMETER WALL AND 2 1/2" 24ga. ECG -i !CIENT INSULATED ME-iA':"AN"c'.S R- ' 9 Z-2' WIDE v,b,A'L AROUND - ;E " EVAT ORS AIRS PER UL #U905 MARKUPS DATE I BY 155UE -07-151 J5V PER MARKUP5. -24-181 J5V I PER MARKUPS. REVISIONS N I DATET---BY--7-155UE STRUCTURE A 2ND FLOOR PARTITION PLAN RINEHART 55 A550CIATE5 LLC 1451 KINEHAKT ROAD, 5ANFOKD, FL 32771 Ow O� a� J _Z Z � L� 'o` Q ~z gi NU) z z w� Oo -m I DOOR SCHEDULE 3'-G" x 7'-0" 1 I -1R FIRE RATED INTERIOR STAIRWELL DOOR �s O7 3'-0" x 7'-0" N/ l ROOM DOOR (BY OVERHEAD DOOR SUPPLIER) 3'-0" x 7-0" DOOR AT THE MEZZANINE yra nm� (BY OVERHEAD DOOR SUPPLIER) WINDOW SCHEDULE O 9'-4" x 8'-8" WINDOW ® 10'-0" x 8'-8" WINDOW MARKUPS DATE I BY 155UE -07-151 J5V PER MARKUP5. -24-181 J5V I PER MARKUPS. REVISIONS N I DATET---BY--7-155UE STRUCTURE A 2ND FLOOR PARTITION PLAN RINEHART 55 A550CIATE5 LLC 1451 KINEHAKT ROAD, 5ANFOKD, FL 32771 Ow O� a� J _Z Z � L� 'o` Q ~z gi NU) z z w� Oo -m I -� M. g p .• \GENS >• , No. 554 .o S TE ;moo .. ,20 FGN ...A DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1/8.1 = I ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET S -I-4 �s Wi3t�i to W yra nm� o� U. �� OFmzF .�mi �9.'o�zm W Q �a°LL oroiz, o0 X- ouw�i g" ^5 8 n � o<�_ NC58N O ION LLJ B IY NWS -� M. g p .• \GENS >• , No. 554 .o S TE ;moo .. ,20 FGN ...A DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1/8.1 = I ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET S -I-4 10'-6" 1 10'-2" 1 10' [ 10'-2" 9'-10" 1 10' 1 10 1 10 1 10' 1 9'-10" 10'-4" i 2 3 4 5 6 7 �l J 3 WEST 101-2" 91-1011 10' 10' 10, 10' 10' 10'-2" 91-1011 10'-8" STRUCTURE A 2ND FLOOR PARTITION PLAN LI N E KEY -- VERTICAL PARTITION ?ANE! 29ga GALVALUME TYPE "U" HALL WAY SYSTEM G" PERIMETER WALL AND 2 1/2" 24ga, ECGFICIENT IN5ULA-1 METAL PANELS fc- 13 42" Wi c- I HR FIRE RATED CMU WALL AROUND THE ELEVATOR5 * 5TAIR5 PER UL. #U905 DOOR SCHEDULE i Z O N 3'-0" x 7-0" DOOR AT THE MEZZANINE �— 0.1 WINDOW SCHEDULE O �t _ L.L P OP.I z fez N Q N In Q a N �mLL' �00 mmM nnm �'n �� NAL no�C�> �o�o O�1Zw z u � N °° o °N f R.I N ®2ND �4 �® x`11 S N N~ In ti d r5 I N �a$ In l� T N ®1451 RINEHARTROAD, ® T.I N %n U N U.I N co O U (V UJQ V.I co W.I N X N X.I N in El Y N Y.I N in Z CV Z.I N AA N .I � BB co LN 13.1 N ,; In Lur� CC N C.I CV - tn ice: ✓ii: co • ,DVO DD N 0 _j LLJ O EE `� 10'-6" 1 10'-2" 1 10' [ 10'-2" 9'-10" 1 10' 1 10 1 10 1 10' 1 9'-10" 10'-4" i 2 3 4 5 6 7 �l J 3 WEST 101-2" 91-1011 10' 10' 10, 10' 10' 10'-2" 91-1011 10'-8" STRUCTURE A 2ND FLOOR PARTITION PLAN LI N E KEY -- VERTICAL PARTITION ?ANE! 29ga GALVALUME TYPE "U" HALL WAY SYSTEM G" PERIMETER WALL AND 2 1/2" 24ga, ECGFICIENT IN5ULA-1 METAL PANELS fc- 13 42" Wi c- I HR FIRE RATED CMU WALL AROUND THE ELEVATOR5 * 5TAIR5 PER UL. #U905 MARKUPS DATE BY 155UE i-07-18 JSV PER MARKUPS. 24-18 J5V I PER MARKUP5. DOOR SCHEDULE Q 3'-G" x 7'-0" 1 HR FIRE RATED INTERIOR STAIRWELL DOOR O7 3'-0" x 7'-0" A/H ROOM DOOR (BY OVERHEAD DOOR SUPPLIER) 3'-0" x 7-0" DOOR AT THE MEZZANINE (BY OVERHEAD DOOR SUPPLIER) LU U WINDOW SCHEDULE O 9'-4" x 8'-8" WINDOW .' O - ' x 6-8" WINDOW L MARKUPS DATE BY 155UE i-07-18 JSV PER MARKUPS. 24-18 J5V I PER MARKUP5. M. `p��GENS No. 5542 '�,�,,�„►��\\\fin �ll DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-1-5 O• LU U 03. fez Q ��na°[y��$� WX 21n WW Z �mLL' �00 mmM nnm �'n �� NAL no�C�> �o�o O�1Zw z u J ,cnt� °° o °N ®2ND FLOOR �® x`11 PARTITION N~ �UZ ti d w a� �a$ OC12 l� RINEHis A RT 55A550CIATE5 h6� ®1451 RINEHARTROAD, ® �15AWORD, O UJQ El LN ,; In Lur� • zo- i ® ice: ✓ii: co • ,DVO _j LLJ ®'• IL I <;. ILN • C) z • • \\\ \\EWES\ M. `p��GENS No. 5542 '�,�,,�„►��\\\fin �ll DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-1-5 LU U 03. fez Q ��na°[y��$� WX 21n WW Z �mLL' �00 mmM nnm �'n �� NAL no�C�> �o�o O�1Zw z u J ,cnt� °° o °N z 0 M1u °off12 N~ �UZ ti d w a� �a$ OC12 h6� M. `p��GENS No. 5542 '�,�,,�„►��\\\fin �ll DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-1-5 2" MACH -LIN n5 nG n7 n8 n9 0� N W 12x26 PLATE SC" EDU LE L W 12x45 K=35K 153 ANCHOR 'Q- 10'-G" 10'-2" L.I 1 O'-2" 9'- 10" 10, 10, � 10, 9' M - BOLT (") PLATE REMARKS ICY B T E N R=GOK MARK M.I R=45K oc�� N P.I ��o°,�=aiii (NT 243) nen N Q N H55GxGx 114 12 N 1 /2 7 3/4 N� 9 °uJ told CGG-G H55GxGx3/8 N 12 3/4 N.I-i-111 3/4 CGG-8 H55GxGx 1 /2 12 12 N 7 3/4 O CGG-4A H55GxGx 1/4 12 12 3/4 0.1 3/4 SEE BASE PLATE DETAIL BP -A � H55GxGx5/8 I G 12 1114 7 3/4 SEE BASE PLATE DETAIL 13P-5 NOTES: I . ANCHOR BOLTS SHALL BE ASTM A3G (UNO) l9 MINIMUM MAXIMUM EMBEDDED EMBEDDED � THREADED EACH END WITH NUT AT BOTTOM, TYPE LENGTH LENGTH DISTANCE TACK WELDED SECURE. PLATE WASHER AT 2" MACH -LIN n5 nG n7 n8 n9 0� 25' `41 l 2) 13 14 15 16 1 7 18 19 20 2 I 22 � O" O -4` 9'- 1 O" 10-2" 9'- I O" 10, 10, 10, 10' 10, 10' 101-211 101-01 221 4 -7 1 1_4 25' NOTES: • A CONTINUOUS x &MIN DEPTH BOND BEAM (15131) SHALL BE PROVIDED AT T/CMU PARAPET OR INTERIOR NON -LOAD BEARING CMU WALLS (TYP., UNO). • A CONTINUOUS x 16 MIN. DEPTH BOND BEAM (13152) SHALL BE PROVIDED AT EACH FLOOR LEVEL, INTERMEDIATE STAIR LANDING, ROOF BEAM ATTACHMENT, TRU55 BEARING LOCATION, AND TOP OF ELEVATOK/STAIR SHAFT (TYP., UNO) COLUMN * BAS E W 12x26 PLATE SC" EDU LE 152 W 12x45 K=35K 153 ANCHOR CAP 10'-G" 10'-2" 1 0' 1 O'-2" 9'- 10" 10, 10, 10, 10, 9' 25' `41 l 2) 13 14 15 16 1 7 18 19 20 2 I 22 � O" O -4` 9'- 1 O" 10-2" 9'- I O" 10, 10, 10, 10' 10, 10' 101-211 101-01 221 4 -7 1 1_4 25' NOTES: • A CONTINUOUS x &MIN DEPTH BOND BEAM (15131) SHALL BE PROVIDED AT T/CMU PARAPET OR INTERIOR NON -LOAD BEARING CMU WALLS (TYP., UNO). • A CONTINUOUS x 16 MIN. DEPTH BOND BEAM (13152) SHALL BE PROVIDED AT EACH FLOOR LEVEL, INTERMEDIATE STAIR LANDING, ROOF BEAM ATTACHMENT, TRU55 BEARING LOCATION, AND TOP OF ELEVATOK/STAIR SHAFT (TYP., UNO) COLUMN * BAS E W 12x26 PLATE SC" EDU LE 152 W 12x45 K=35K 153 ANCHOR CAP 84 W 12x 14 K= I OK 155 BA5E PLATE (") R= 15K BG W 18x40 K= 20K COLUMN COLUMN R=25K BOLT (") PLATE REMARKS A B T E d R=GOK MARK 51ZE R=45K oc�� N P.I ��o°,�=aiii (NT 243) nen N Q CGG-4 H55GxGx 114 12 12 1 /2 7 3/4 N� 9 °uJ told CGG-G H55GxGx3/8 12 12 3/4 7 3/4 CGG-8 H55GxGx 1 /2 12 12 1 7 3/4 CGG-4A H55GxGx 1/4 12 12 3/4 7 3/4 SEE BASE PLATE DETAIL BP -A CGG-1 OB H55GxGx5/8 I G 12 1114 7 3/4 SEE BASE PLATE DETAIL 13P-5 NOTES: I . ANCHOR BOLTS SHALL BE ASTM A3G (UNO) BOLT MATERIAL MINIMUM MAXIMUM EMBEDDED EMBEDDED MINIMUM EMBEDDED EDGE THREADED EACH END WITH NUT AT BOTTOM, TYPE LENGTH LENGTH DISTANCE TACK WELDED SECURE. PLATE WASHER AT BOTTOM NUT SHALL NOT BE REQUIRED. CONFORM TO CHART AT RIGHT FOR EMBEDMENT, UNLESS NOTED OTHERWISE IN SCHEDULE ABOVE. 2. "J -BOLTS" ARE NOT ACCEPTABLE ALTERNATES. A307, A3G 12d E = FTG 5d >4 1n. THICKNESS 3. PLATE WASHERS SHALL HAVE HOLE WITH DIAMETER A325, A449 17d -511 7d >4 1n. EQUAL TO BOLT DIAMETER + I / I G". OVERSIZED HOLES AND PLATE WASHERS FOR BASE PLATES BOLT HOLE FE WASHERS BOLT HOLE IF- WA5HER5 DIAMETER DIAMETER DIAMETER DIAMETER 3/4" 1 5/1 G" 5/1 G"x3"x3" 1 1/211 2 5/1 G" 7/1 GNEIN5" 7/8" 1 9/1 G" 5/1 G"x3N3" 1 3/4" 2 3/4" 7/1 G"x5"x5" I" 1 13/1 G" 3/8"x4"x4" 2" 3 114" 1 /2"xG"xG" W -BEAM SCHEDULE 15 1 W 12x26 R=30K 152 W 12x45 K=35K 153 W 18x 1 19 R=G5K 84 W 12x 14 K= I OK 155 W 12x22 R= 15K BG W 18x40 K= 20K B7 W2 I x44 R=25K 58 W 18x76 R=50K 159 W 12x35 R=25K B 10 W 18x65 R=GOK 51 1 W 1 8x40 R=45K STRUCTURE A 2ND FLOOR COLUMN fRAMING PLAN SECOND ELOOK PLAN NOTES I . TO SECOND FLOOR SLAB = 12'-4 112" 2. FLOOR SLAB BETWEEN FIRST FLOOR AND SECOND FLOOR SHALL BE 2"x I 69 GALVANIZED G GO METAL FLOOR DECK W/ 2.5"THICK 4,000p51 NORMAL WEIGHT CONCRETE ABOVE FLUTES (TOTAL SLAB THICKNESS = 4.5") FLOOR SLAB SHALL BE REINFORCED W/ GxG W2.! xW2. 1 WWF, SEE 5FCTION5 FOR FASTENER REQUIREMENTS. 3. TYPICAL SUPPORTING COLUMNS 51 ',ALL BE G'x2.5"x I Gga � CONT. 12ga TOP TRACK. I 4. PAR -!TION PANEL SHALL BE 29aa 'ORIZONTA! PARTITION PANEL W/ # 10 TEK SCREW SIDEI AP FA5TENER5 @ 201o.c. MAX. 5. C5- I GALVANIZED CEE AT 5'-0' C.C. AT LONGITUDINAL WALLS G. H I = ( I ) 8"x -V;2 mir,..)x 12ga CEE HEADER BEAM. (COLUMN SUPPORTING H;_�A.DER 15 SINGLE 4X3 112"X 12ga CEE)- HALLWAY ONLY 7. 1--12 = 1 2X2.5X 12aa DOU15I.E (-EE i-IEADER BEAM (COLUMN SUPPORTING HEADLP, i5 DOUBLE 4X4" ! 2ya CEE EACH END OF HEADER) 8. H3 = 1 2X3.5X 12cj,3 DOUBLE C1:E HEADER BEAM W/ i 2qa TRACK WRAP UP TO 15'-3" SPAN (COLUMN SUPPORTING HEADER 15 DOUBLE GX4"X 12c)a CEE EACH END OF HEADER) 9. 1 Gga SUBGIRT HC I G AT MID POINT AND TOP OF PANEL LI N E KEY CR055 SUPPORT NEED MORE THAN 5' BAY COLUMNS G" PERIMETER WALL AND 2 1/2" 24c3a, ECO-FICIENT INSULATED METAL PANELS R-1 9 42" WIDE I HR FIRE RATED CMU WALL AROUND THE ELEVATORS * STAIRS PER UL #U905 L4"x2"x IG"x 126ja CLIP ANGLE ATTACHED TO MASONRY W/ (2) 1/2" X 3 3/4" EXPAN51ON BOLTS (2 1/2" MIN. EMBEDMENT) FOR ZEE BEAM ATTACHMENT - TYP. w A B B.I C C.I D E H r1 ANCHOR SCHEDULE UNLESS NOTED OTHERWISE MIDDLE FLOOR BASE TRACK INSTALLATION 1/2"X2" WEDGE BOLT (LARGE TAPCON) SPACING 3' O.C. (2" EMBEDMENT MIN.) HEAVY STEEL DECK SUPPORT ANGLE (1 /4" THICK OR GREATER) (O CMU) 3/4"X5 1/2" WEDGE ANCHORS 2' O.C. (MIN. 4" FROM EDGE OF BLOCK) 1/4" MIN. EXPANSION ANGLE INSTALLATION (TO CMU) (3) 3/4"X8" WEDGE ANCHORS (4 3/4" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) HSS -STEEL COLUMN BASE PLATE INSTALLATION (4) 3/4"X 12" EPDXY ANCHORS WITH LEVELING NUTS (7" EMBEDMENT MIN.) MARKUPS DATE BY 155UE -07- 161 J5V PER MARKUP5. -24-18 J5V I PER MARKUPS. I REVISIONS I # I DATE I BY I 155UE STRUCTURE A 2ND FLOOR COLUMN FRAMING PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 0 uj uj aZ aZ z5 �z z gi U) U) �z OD u � N N N.I o�x m3v,�ok5 N O ioaa9z3o W co, �01 LO oc�� N P.I ��o°,�=aiii J nen N Q r1 ANCHOR SCHEDULE UNLESS NOTED OTHERWISE MIDDLE FLOOR BASE TRACK INSTALLATION 1/2"X2" WEDGE BOLT (LARGE TAPCON) SPACING 3' O.C. (2" EMBEDMENT MIN.) HEAVY STEEL DECK SUPPORT ANGLE (1 /4" THICK OR GREATER) (O CMU) 3/4"X5 1/2" WEDGE ANCHORS 2' O.C. (MIN. 4" FROM EDGE OF BLOCK) 1/4" MIN. EXPANSION ANGLE INSTALLATION (TO CMU) (3) 3/4"X8" WEDGE ANCHORS (4 3/4" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) HSS -STEEL COLUMN BASE PLATE INSTALLATION (4) 3/4"X 12" EPDXY ANCHORS WITH LEVELING NUTS (7" EMBEDMENT MIN.) MARKUPS DATE BY 155UE -07- 161 J5V PER MARKUP5. -24-18 J5V I PER MARKUPS. I REVISIONS I # I DATE I BY I 155UE STRUCTURE A 2ND FLOOR COLUMN FRAMING PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 0 uj uj aZ aZ z5 �z z gi U) U) �z OD u M. g �Fz ......... p� GENS No. 554 �. ATE F :4U� AZ S N A L DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1 /8" = I ' JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET 5-1-6 90 o�x m3v,�ok5 -� ioaa9z3o W �01 oc�� o°,�=aiii J nen N� 9 °uJ told N� ma'�g W M. g �Fz ......... p� GENS No. 554 �. ATE F :4U� AZ S N A L DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1 /8" = I ' JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET 5-1-6 rLl n N W 12x26 � n rn u r -U -U -i1 -LI W 1 2x 14 Q 'I BA5E PLATE (") � PLATE W 18x40 K= 20K t t t r riJ riJ n u _I ------ ----- MATQH— IN B 1 I # DATE BY ISSUE 1 ON WW n n u u n n Li u MAI CH -LINE �r� n n n n = z n n z n n z 30- 12 N IF — 0 158 n n CGG- 1 n H55GxGx3/8 12 1 z z 3/4 z W 1 � CGG-8 H55GxGx 1 /2 12 _ 1 7 3/4 P.I N H55GxGx 1/4 n n n 3/4 7 n n n n n n H55GxGx5/8 I 12 1 /4 7 3/4 Ln SEE BASE PLATE DETAIL BP -B _ _ -_ QN THREADED EACH END WITH NUT AT BOTTOM, N R 48' TACK WELDED SECURE. PLATE WASHER AT n n n n n n Ln z z z z z z z z N R.I STRUCTURE A 5d >4 In. �.i _I N _ N S 2ND FLOOR n n n n n n OVERSIZED HOLES AND Ln i COLUMN FOR BASE PLATES BOLT HOLE F11 WASHERS BOLT FRAMING PLAN fE WASHERS R N In I DIAMETER N u u u u u u u N z N z 1 5/1 G" 5/1 G"x3NT N Ln T 7/1 G"x5"x5" 7/8" 19/ 1 G" 5/1 G"x3"x3" N T I RINEHART 55 7/1 G"x5"x5" R. I I 13/1 G" 3/8"x4"x4" 2" 3 114" ASSOCIATES LLC t /2"xG"xG" 1451 RINEHART ROAD, 5ANFORD, I'L 32771 z r z z z z z z 5 N N U.I � 1 �l 5.1 _I 1� In I Ll u u u u u u u TCV _I o w u u u u u u N _ In �d z Li u u u u u u u - T.I _1 N N X ?Z) n n n n n n X. 1 1 I=- o 6Z -1 g i U N _ _ .. - Y LnZ O U.I fY ff-' fl-' fY fY ff' fY fF' fl--' = L L z z z z V N I I W _ u u u u oo 1 W.I X N N u u u u Ln I X.I Ln Y I N n n n Ln = Y.I N O 1 C _ Z � N Z.I = n n = = z z AA N = n n 0 \A.1 n n n n n n 0.. LL BB = I CC -C,. I N n n n n n n n DID 1 O b m C) — BOX HDR BOX HDP E50X DR rLl n - W 12x26 � n rn u r B3 ANCHOR CAP rLl ril riJ rlJ r -ll rll I W 1 2x 14 COLUMN 'I BA5E PLATE (") BOLT (") PLATE W 18x40 K= 20K 157 W2 I x44 REMARKS n n u u n u n u — — — — — -- — — — n------,--,-------------------�----- ------ ----- MATQH— IN B 1 I # DATE BY ISSUE 1 ON WW n n u u n n Li u t'�J n u n u Lt'7 n u n u �r� n n n n = z n n z n n z 30- 12 N - — 0 158 n n CGG- 1 n H55GxGx3/8 12 1 z z 3/4 z am �Gi CGG-8 H55GxGx 1 /2 12 12 1 7 3/4 ml H55GxGx 1/4 n n n 3/4 7 31' _1 DETAIL BP -A CGG-1 OB H55GxGx5/8 I G 12 1 /4 7 3/4 Ln SEE BASE PLATE DETAIL BP -B _ _ -_ MINIMUM EMBEDDED EDGE THREADED EACH END WITH NUT AT BOTTOM, N R 48' TACK WELDED SECURE. PLATE WASHER AT 22!'-4" � � I l l Oj MARKUPS DATE BY 155UE 07-18 J5V PER MARKUP5. -24-18 J5V PER MARKUP5. --U - W 12x26 � 152 N K=35K B3 ANCHOR CAP rLl ril riJ rlJ r -ll rll I W 1 2x 14 COLUMN COLUMN BA5E PLATE (") BOLT (") PLATE W 18x40 K= 20K 157 W2 I x44 REMARKS 0.1 REV1510N5 -1 — — — — — -- — — — n------,--,-------------------�----- ------ ----- MATQH— IN B 1 I # DATE BY ISSUE 1 ON WW (NT 243) � �r� CGG-4 H55GxGx 1 /4 12 12 N P. 3/4 0 '08a CGG-G H55GxGx3/8 12 1 3/4 7 3/4 w am �Gi CGG-8 H55GxGx 1 /2 12 12 1 7 3/4 CGG-4A H55GxGx 1/4 12 1 12 3/4 7 3/4 _1 DETAIL BP -A CGG-1 OB H55GxGx5/8 I G 12 1 /4 7 3/4 Ln SEE BASE PLATE DETAIL BP -B _ _ -_ MINIMUM EMBEDDED EDGE THREADED EACH END WITH NUT AT BOTTOM, N R DISTANCE TACK WELDED SECURE. PLATE WASHER AT BOTTOM NUT SHALL NOT BE REQUIRED. CONFORM TO CHART AT RIGHT FOR EMBEDMENT, z z z z z z z z N R.I STRUCTURE A 5d >4 In. _ N S 2ND FLOOR �? EQUAL TO BOLT DIAMETER + I / I G11. OVERSIZED HOLES AND PLATE WASHERS COLUMN FOR BASE PLATES BOLT HOLE F11 WASHERS BOLT FRAMING PLAN fE WASHERS DIAMETER DIAMETER In I DIAMETER u u u u u u u N z N z 1 5/1 G" 5/1 G"x3NT N Ln T 7/1 G"x5"x5" 7/8" 19/ 1 G" 5/1 G"x3"x3" N T I RINEHART 55 7/1 G"x5"x5" I" I 13/1 G" 3/8"x4"x4" 2" 3 114" ASSOCIATES LLC t /2"xG"xG" 1451 RINEHART ROAD, 5ANFORD, I'L 32771 z r z z z z z z N U.I � V �l _I 1� I Ll u u u u u u u lA/ VV o w O N _ _ �d z Li u u u u u u u - N N X ?Z) N X. 1 I=- o 6Z -1 g i n n n n n n n n _ _ .. - Y LnZ O fY ff-' fl-' fY fY ff' fY fF' fl--' I N Z 10'-G" 1 0'-2" 1 0' 1 0'-211 9'- 10" 1 0' 1 0' 1 0' 0' 9'- 1 O" 1 O'-4''' 9'- 1 0" 1 0'-2" 9'- I O" 1 0' 1 0' 1 0' 1 0' 1 O' 10'-2" 91-10 " 101-811 NOTES: • A CONTINUOUS x 8"MIN DEPTH BOND BEAM (13151) SHALL BE PROVIDED AT T/CMU PARAPET OR INTERIOR NON -LOAD BEARING CMU WALLS (IYP., UNO). • A CONTINUOUS x I G"MIN. DEPTH BOND BEAM (15152) SHALL BE PROVIDED AT EACH FLOOR LEVEL, INTERMEDIATE STAIR LANDING, ROOF BEAM ATTACHMENT, TRUSS BEARING LOCATION, AND TOP OF ELEVATOR/STAIK SHAFT (fYP., UNO) COLUMN * BASE W 12x26 PLATE SCH EDU LE 152 W 12x45 K=35K B3 ANCHOR CAP 154 W 1 2x 14 COLUMN COLUMN BA5E PLATE (") BOLT (") PLATE W 18x40 K= 20K 157 W2 I x44 REMARKS 158 A B T E d B 10 MARK SIZE B 1 I W 18x40 K=45K ON WW (NT 243) � �r� CGG-4 H55GxGx 1 /4 12 12 1 /2 7 3/4 0 '08a CGG-G H55GxGx3/8 12 12 3/4 7 3/4 w am �Gi CGG-8 H55GxGx 1 /2 12 12 1 7 3/4 CGG-4A H55GxGx 1/4 12 1 12 3/4 7 3/4 5EE BA5E PLATE DETAIL BP -A CGG-1 OB H55GxGx5/8 I G 12 1 /4 7 3/4 SEE BASE PLATE DETAIL BP -B NOTES: I . ANCHOR BOLTS SHALL BE ASTM A3G (UNO) BOLT MINIMUM MAXIMUM MATERIAL EMBEDDED EMBEDDED MINIMUM EMBEDDED EDGE THREADED EACH END WITH NUT AT BOTTOM, TYPE LENGTH LENGTH DISTANCE TACK WELDED SECURE. PLATE WASHER AT BOTTOM NUT SHALL NOT BE REQUIRED. CONFORM TO CHART AT RIGHT FOR EMBEDMENT, UNLESS NOTED OTHERWISE IN SCHEDULE ABOVE. 2. "J -BOLTS" ARE NOT ACCEPTABLE ALTERNATES. A307, A3G 1 2d E = FTG 5d >4 In. THICKNESS 3. PLATE WASHERS SHALL HAVE HOLE WITH DIAMETER - A325, A449 t 7d 5" 7d >4 In. EQUAL TO BOLT DIAMETER + I / I G11. OVERSIZED HOLES AND PLATE WASHERS FOR BASE PLATES BOLT HOLE F11 WASHERS BOLT HOLE fE WASHERS DIAMETER DIAMETER DIAMETER DIAMETER 3/4" 1 5/1 G" 5/1 G"x3NT 1 112" 2 5/1 G" 7/1 G"x5"x5" 7/8" 19/ 1 G" 5/1 G"x3"x3" 1 3/4" 2 3/4" 7/1 G"x5"x5" I" I 13/1 G" 3/8"x4"x4" 2" 3 114" t /2"xG"xG" W -BEAM SCHEDULE 151 W 12x26 K=30K 152 W 12x45 K=35K B3 W 18x 11 9 K=G5K 154 W 1 2x 14 K= I OK 155 W 12x22 R= 15K BG W 18x40 K= 20K 157 W2 I x44 K=25K 158 W 18x7G K=50K 159 W 12x35 K=25K B 10 W 18xG5 K=GOK B 1 I W 18x40 K=45K "12 G" �I STRUCTURE A 2ND FLOOR COLUMN FRAMING PLAN SECOND FLOOR PLAN NOTES I . TO SECOND FLOOR SLAB = 12'-4 112" 2. FLOOR SLAB BETWEEN FIRST FLOOR AND SECOND FLOOR SHALL BE 2"x 18ga GALVANIZED G GO METAL FLOOR DECK W/ 2.5"THICK 4,000p51 NORMAL WEIGHT CONCRETE ABOVE FLUTES (TOTAL SLAB THICKNESS = 4.5"). FLOOR SLAB SHALL BE REINFORCED W/ GxG W2. I xW2. 1 WWF. SEE SECTIONS FOR FASTENER REQUIREMENTS. 3. TYPICAL SUPPORTING COLUMNS SHALL BF G"x2.5"x I Gcga $ CONT. 129a TOP TRACK. 4. PARTITIOi� PANEL SHALL bE 2yoa i1OK20N TAL FART': TION PANEL W/ # 10 TEK SCREW SIDELAP FASTENERS @ 2C'o.c. M'. . 5. C5-1 GALVANIZED CFF AT O.C. AT l_CNG!TUDiNA.L WALLS G. H 1 = ( 1) 8"x 34"(mm.)x 12oa CLL P'Ei`, SEP L,t-A.M. (COLUMN SUPPORTING I1EA.DL r'._ ,� Gi F 4X3 1 /2''>: ! 2oa Ctt )- rIALLWAY ONLY 7. 1-12 = 1 2Y2.5X 12oa DODBL:'- `E `':ADEK. r>EAM (COLUMN SUPPORTING hLAD`x i` DOt_51LE 4X4'X i 2oa CEE EACf~ END OF HEADER) ) 8. H3 = 1 2X3.5X 12oa DOUBLE CEF I'1E.ADEK SLAM V✓i ! 2oa -i WRAP UP TO 15'-3" SPAN (COLUMN SUFPOKTIN G HEADER 15 DOU511E GX4"X 1 2oa Crc F_ ACI -1 FND OF HEADER ) 9. 1 Gcj;a SUBGIRT HC I G AT MID �'OINT AND TOP OF PANE'_ LINE KEY CROSS SUPPORT NEED MORE THAN 5' BAY COLUMNS G" PERIMETER WALL AND 2 112" 24ga, ECO-FICIENT INSULATED METAL PANELS R-19 42" WIDE I HK FIRE RATED CMU WALL AROUND THE ELEVATORS * STAIRS PER UL #U905 L4"x2"x IG"x 12ga L_ CLIP ANGLE ATTACHED TO MASONRY W/ (2) 112" X 3 3/4" EXPAN51ON BOLTS (2 112" MIN. EMBEDMENT) FOR ZEE BEAM ATTACHMENT - TYP. ANCHOR SCHEDULE UNLESS NOTED OTHERWISE MIDDLE FLOOR BASE TRACK INSTALLATION 112"X2" WEDGE BOLT (LARGE TAPCON) SPACING 3' O.C. (2" EMBEDMENT MIN.) HEAVY STEEL DECK SUPPORT ANGLE (114" THICK OR GREATER) (TO CMU) 3/4"X5 112" WEDGE ANCHORS 2'0.C. (MIN. 4" FROM EDGE OF BLOCK) 114" MIN. EXPANSION ANGLE INSTALLATION (TO CMU) (3) 3/4"X8" WEDGE ANCHORS (4 3/4" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) HSS STEEL COLUMN BASE PLATE INSTALLATION (4) 3/4"X 12" EPDXY ANCHORS WITH LEVELING NUTS (7" EMBEDMENT MIN.) M. 00..�� GENS N0.55428 ST : �Q7 �'1►►►►11110\\\ A 1011 L DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE ecu 05-10-18 5CALE 1/8" =11 Ln w U -ull r^l wZSi Qn emu T'N��YOF� 2035-5TR.DWG „N,O® 1-61Q NN KSt�f-Z 2 LLJ � ON WW � �r� zg� 0 '08a U �o E_ o w am �Gi M. 00..�� GENS N0.55428 ST : �Q7 �'1►►►►11110\\\ A 1011 L DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1/8" =11 JOB NUMBER 2035 FILE NAME 2035-5TR.DWG 5HEET L 0 Z Ln CV F1 MAI EAST I 2 3 4 5 G 7 8 C9 ,` 0) 1 1 2) 13 1 4 1 5 1 0'-G" 101-211 10, 101-21' 91-1011 10, 10, 10, I T 0' 9 1 0° I O'-4, 9'- ! O 10, I 16 17 18 19 20 21 22 23 _2" _ 91-101, 10, 10' 10' 10' 10' 10' 10-2" 10'-G" 22 1'-4" 2" 25' 17 1'-4" 25' 2" Ch -LIN STRUCTURE A 3RD FLOOR PARTITION PLAN LINE KEY VERTICAL PARTITION PANEL 291a GALVALUME TYPE "U" HALL WAY SYSTEM - G" PERIMETER WALL AND 2 112" 24ga, ECO-FICIENT INSULATED METAL PANELS R-1 9 42" WIDE I HR FIRE RATED CMU WALL AROUND THE ELEVATORS * STAIRS PER UL #U905 DOOR SCHEDULE (3 3'-G" x 7-0" 1 HR FIRE RATED INTERIOR STAIRWELL DOOR 70 3'-0" x 7-0" A/H ROOM DOOR (BY OVERHEAD DOOR SUPPLIER) 3'-0" x 7-0" DOOR AT THE MEZZANINE (BY OVERHEAD DOOR SUPPLIER) WINDOW 5CH EDU LE 0 9'-4" x,5'-8" WINDOW ® 10'-0" x 8'-8" WINDOW MARKUPS DATE I I ISSUE i-07-18 JSV PER MARKUPS. -24-18 J5V PER MARKUPS. REV151ONS # I DATE I BY I 155UE 5TRUCTURE A 3RD FLOOR PARTITION PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANF0RD, FL 32771 0w Q� J Z_ Z K _ :3 ui Zm CD 3co __j InQ J �. I Jill CL/U IS Um 14U kL W O Q ZO O� O� Z UO — ItO O °o 0.• •iii No. 554 .�'. S TE F DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE JOB NUMBER 2035 FILE NAME 2035-5TP\. DWG SHEET 5- 1-8 W ami " O� OF�mz J U > w g a' `oa 3� o�v"w z ��V �y "KF�u oC�~Z> �WoLo60 M �^ryLL/O~ZVZ " �o V k� QZZUI p pprV tiYW v m>r " 4 �Czi 8J�=°=� z0 1� �A is _P FE W "W 0.• •iii No. 554 .�'. S TE F DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE JOB NUMBER 2035 FILE NAME 2035-5TP\. 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B ............ �0 �\CENq _ No.55428 .o ST 1�l L DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1/5.. = I ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG 5H EET 5- 1-9 00 L(i n0 ,�aC= z O y5�] LU U Ono Km_rd �N '�1gip�rc moi 'r -f ug Jm •LL`1i okZz izOa330 a�oNu LU cri 8'� �a aaw wW o< a"' opo=4 rtiu um�� L; �'� p� , 0�n Op u� zinp"'Sp3 t c9 ciss z �mw Oum� 20 n w.m nim • o -O N Fpa rZ; = oC KK � ?NO�oo��w i— OpW ong ��aa-ve d' Ln ' o2�0NLo�a uwF� a�ma m nG� Q/ w g -� M. B ............ �0 �\CENq _ No.55428 .o ST 1�l L DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1/5.. = I ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG 5H EET 5- 1-9 A � - , .5 N Ln C D �r Ln E Ln F 0 �t G - lfl H O 1 Ln J O d - K L M Ln N Ln O , Ln Q O ME n3 \ ' / n5 nG n7 nb n9 C, o) 1 0'-G" 10'-2" 10' 10'-2" 9'-10" 10' 10' 10' 10, 91- 1011 10'-2" 1 0'-G" ®® 251 U 2" 2035 cl) —71� 12 13 14 15 IG 17 18 19 20 21 22 23 10-4" 91- 1011 101-211 9'- I O" 10, 10, 10' 10, 10, 10, 10'-2" 1 0'-G" ®® 251 U 2" 2035 w (f)�' g WaW W' °" L G I -It 2" o 25' EDJ J CHECKED BY u 17 1'-4" Ws� ®® 251 U 2" 2035 w (f)�' g WaW W' °" p ° W sW HA rf'iatb� z 1-" 1 �mV imp ae, 1OO U ggo !{899-6-m N m U "O j pa OCe H LuCD am�W 2v ON oz , 5TAIR Il—J STAIR 2 r— 1i ...._ ................. a, Ln N _....j ch E-- .......... .•---_.Gi_-t . � W;. 2� 6X4X ! 2ga N� - - w -- I<�I `r 02 J, L j l I UdJ �6C 12 �6C 12 T -GC 12 n n GC 2 II T -GC 12 n G C 2a GC 1 2 - a Ln PC N n ROOF HATCH T --GC 12 T -GC 12 T -GC 12 n n rq Or+' n n n n '" --� I I - --- - n T- T -GC 14 n n r� T -GC 1 2 Gc 12 �, U cn n o ELFVAT K — GC14 1 -- GC 12 L n _r , I 6C 14 6C1 GC12 GC14 �6C 12 T -GC 12 [*T -GC 12 I 1 T- n n 7--GC p ai 17-4t CD T -GC 12 T -GC 12 T -GC 12 21' a v � � ;. � GC14 rr n GCI 4 n n T -GC 12 GCI 2-T U LD V CD O 6C14 � 6C14 �' C12 %C 12 u u u u u u u u u u u u LC1 �► u 6C12LC12 Ln T -GC 12 �GC 1 2 TGC 12 n n n n n GC 14 n n n T -GC 12 n GC 12 -T O CC 12 GC14 T-GC12 a T -GC a n n T-GC12 n n n n n n n n n n n �6C1 6C14 N d_ T -GC 12 T -GC 12 T -GC 12 l n n n n n n n n n n T -GC 12 n GC 1 2-T GC 14 GC14 u u u u u u u u %C 12 %C 12 u u u u u u u u GC 123 d' Ln u u u (' Y%C -GC12 LGC12 u u u u u Ln C C C C C C C C C C C C C C C C MA — CH -LINE — ----- `—r -------------T------------------n ---------- n----- �,-------T --n------T T-- n te— — —— — T — — — —— — n — — —— — � � MATCH- —INE ' `t u Ln Ln GC14 GC14 GC12 -- O NOTE5: • A CONTINUOUS x 8"MIN DEPTH BOND BEAM (BB 1) SHALL BE PROVIDED AT T/CMU PARAPET OR INTERIOK NON -LOAD BEARING CMU WALL5 (TYP., UNO). • A CONTINUOUS x I G"MIN. DEPTH BOND BEAM (13152) 5HALL BE PROVIDED AT EACH FLOOR LEVEL, INTERMEDIATE STAIR LANDING, ROOF BEAM ATTACHMENT, TRU55 BEARING LOCATION, AND TOP OF ELEVATOR/5TAIR SHAFT (TYP., UNO) STRUCTURE A 3RD FLOOR COLUMN FRAMING PIAN TH I RD FLOOR PLAN NOTES I . TO THIRD FLOOR SLAB = 23'- 10 112" 2. FLOOR SLAB BETWEEN SECOND FLOOR AND THIRD FLOOR SHALL BE 2"x 18ga GALVANIZED G GO METAL FLOOR DECK W/ 2.5"THICK, 4,000p51 NORMAL WEIGHT CONCRETE ABOVE FLUTES (TOTAL SLAB THICKNESS = 4.5"). FLOOR SLAB SHALL BE REINFORCED W/ GxG W2. I xW2. 1 WWF. SEE SECTIONS FOR FASTENER REQUIREMENTS. 3. TYPICAL SUPPORTING COLUMN SHALL BE G"x2.5"x I Gga CEE PRIME PAITED 4. PUKLIN 51hALL BE G"x2 1/2"x I Gga ZEE PK!ME PAINTED U.N.O. 5. PARTITION PANEL SHALL BE 29ga HORIZONTAL PARTITION PANEL W/ # 10 TEK SCRFVA' SIDELAP FA.STENEK5 @ 20"o.c. MAX. ROOF PLAN NOTES: T/SAVE = 34'-4 112" 24ga STANDING SEAM ROOF "DOUBLE LOK" - GALVALUME LINE KEY ZEE BEAMS CROSS SUPPORT NEED MORE THAN 5' BAY u COLUMNS G" PERIMETER WALL AND 2 1/2" 246ja, ECO-FICIENT INSULATE METAL PANELS R-19 42" WIDE I HR FIRE RATED CMU WALL AROUND THE ELEVATORS * STAIRS PER UL #U905 L4"x2"x IG"x 129a LCLIP ANGLE ATTACHED TO MASONRY W/ (2) 112" X 3 3/4" EXPAN51ON BOLTS (2 1/2" MIN. EMBEDMENT) FOR ZEE BEAM ATTACHMENT - TYP. D D D D ED D D D D D D .__/ H) D D D ANCHOR SCHEDULE UNLESS NOTED OTHERWISE TOP FLOOR BASE CLIP INSTALLATION 3/8"X3" WEDGE ANCHORS (2 1/4" EMBEDMENT MIN.) BASE TRACK INSTALLATION 112"X2 112" WEDGE BOLT (LARGE TAPCON) SPACING 3' O.C. (2 112" EMBEDMENT MIN.) PIER INSTALLATION 1/2"X3 3/4" WEDGE ANCHORS AT EACH PIER (2 1/4" EMBEDMENT MIN.) 1 2GA. EXPANSION ANGLE INSTALLATION (TO CMU) (3)1/2"X5 112"" WEDGE ANCHORS AT EACH ANGLE (3 112" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) LINTEL AND SAVE STRUT IN5TALLATION (TO CMU) 1/2"X5 1/2" WEDGE ANCHORS SPACING 2' O.C. (3 1/2" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) MARKUPS # I DATE I BY 1555E I 105-07-181 J5V PER MAKKUP5. 2 05-24-18 1 J5V I PER MAKKUP5. REV1510NS # I DATE I BY I 1555E STRUCTURE A 2ND FLOOR COLUMN FRAMING PIAN RINEHAKT 55 ASSOCIATES LLC 1451 RINEHAKT ROAD, 5ANFORD, FL 32771 LN U o DATE EDJ J CHECKED BY u RMB Ws� ®® i � U 2035 w (f)�' g WaW W' °" p ° W sW HA rf'iatb� z 1-" 1 �mV imp ae, 1OO U ggo !{899-6-m m U "O j pa OCe H LuCD am�W 2v ON oz ``►�.......,,1iii -� M. B 0 ' \GEN No.55428 �. ST ;•� DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1/8'. = I ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET S•-1--10 I 2 3 4 5 6 7 8 9 10 il' 12 13 14 10'-2" 10' 10'-2" 91-1011 10' 10' 10' 10' 9'- 1 0" 10'-4" 91- 1 O"101-211 9'- 1 0" 2 2 I '-4" 2" 25' 1 7 1 '-4" I D -I D- N O -- 5 N GZ Ie GZ14 — — GZ14 — — — GZ14 — — — — GZ14 — — — GZ14 — — — — GZ14, — _ — — GZ14 — - - STAT I GZ14 GZ14 GZ14 6214 GZ14 6Z!4 _ — _ 6ZI4 — — I is :i GZ14 GZ14 GZ14 GZ14 GZ14 GZ14 GZ14 Ln (V — -- N GZ14 — — GZ14 — — — — GZ14 — — — — GZ14 — — — — GZ!4 — _ — — GZ14 _ — — — GZ14 — — Ln E GZI GZ14 — — GZ12 — — — — GZ14 — — — — GZ14 — — — — 6214 — — — 1OZ12 — — — — IOZ12 — — F— GZ14 — — GZ12 — — GZ14 — — GZ14 — — GZ14 — — GZ14 GZ14 --tO ROOF HATCH EL1 WlTiJR - s 'G2 �1'2 GZ14 GZ12 GZ14 GZ14 GZ14 Ln - - -- 17' 4" 1: H 6Z 14 GZI 2 6Z 14 6Z 14 6Z' ' GZI 4 GZ14 _p 3 -- D- GZ14 GZ12 GZ14 GZ14 GZ14 GZ14 GZ14 In J GZ14 — — GZ12 — — GZ14 — — GZ14 — _ GZ14 GZ14 — _ — GZ14 O GZ14 GZ12 GZ14 GZ14 GZ14 GZ14 GZ14 L GZ14 — — GZ12 — — GZ14 — — GZ14 — — GZ14 — _ GZ14 — — GZ14 i M GZ14 — — GZ14 — — GZ14 — — GZ14 — — GZ12 — — _ GZ14 GZ14 i Ln N GZ14 — — GZ14 — — GZ14 — — GZ14 — — GZ12 — — GZ14 — — GZ14 i - Ln GN3 112" SAVE 5TRUT (TYP.) GN3 1/2" SAVE STRUT (TYP.) O �O �o i P MA CH -LINE GZ14 GZ14 — GZ14 — GZ14 GZ14 — GZ14 — GZ14 Ln Q GZ14 — — GZ14 — — GZ14 — — GZ14 — — GZ14 — — GZ14 — — GZ14 O STRUCTURE A KOOf FRAMING PLAN TH I ISD FLOOR PLAN NOTES 1. TO THIRD FLOOR SLAB = 23'- 10 112" 2. FLOOR SLAB BETWEEN SECOND FLOOR AND THIRD FLOOR SHALL BE 2"x 18ga GALVANIZED G GO METAL FLOOR DECK W/ 2.5"THICK, 4,000p5i NORMAL WEIGHT CONCRETE ABOVE FLUTES (TOTAL SLAB THICKNESS = 4.5"). FLOOR SLAB SHALL BE REINFORCED W/ GxG W2. I xW2. 1 WWF. SEE SECTIONS FOR FASTENER REQUIREMENTS. 3. TYPICAL SUPPORTING COLUMN SHALL BE G"x2.5"x I Gcga CEE PRIME PAITED 4. PUKLIN SHALL BE G"x2 1/2"x I Gga ZEE PRIME PAINTED U.N.O. 5. PARTITION PANEL SHALL BE 296ja HORIZONTAL PARTITION PANEL W/ # 10 TEK SCREW 51DELAP FASTENERS @ 20"o.c. MAX. ROOF PLAN NOTES: T/SAVE = 34'-4 112" 24ga STANDING SEAM ROOF "DOUBLE LOK" - GALVALUME 16 17 18 19 20 T 22 1 0' 1 0' 1 0' 1 0' 10' 1 0' 1 0'-2" 10'-G" — — GZ14 — — — — GZ14 — — — GZ14 — — —GZ14 GZ14 GZ14 GZ14 GZ14 5TM GZ14 — — — — — — GZ14 — — — — GZ14 — — GZ14 ____.__._._. 3Z I LLJ to '� p a�W °a O �° V F�E jMu' �mn z N K W W N�wp<OG rj N — — GZ14 — — — — GZ14 — — — — GZ14 — — —GZ14— —GZI - — — GZ14 — — — — GZ12 — — — — GZ12 — — — GZ14 GZI �z06zo O U u GZ14 GZ12 � GZ12 GZ14 W _ — GZ14 — — — — GZ12 — — — —*Z12 — — — — GZ12 — — GZ14 GZ12 GZ12 GZ12 GZ14 — — GZ12 — — — GZ12 — — GZ12 GZ14 GZ12 GZ12 GZ12 GZ14 — — GZ12 — — — GZ12 — — GZ12 GZ14 — — GZ14 — — GZ14 — — GZ12 GZ14 — — GZ14 — — GZ14 — _ GZ12 GN3 112" SAVE 5TRUT (YF.) GN3 112" SAVE STRUT (fYP.) GZ14 _ GZ14 _ GZ14 — — — GZ14 — — GZ14 — — GZ14 — GZ14 GZ14 i® ■IIILcm\ LINE KEY ZEE BEAM5 CRO55 SUPPORT NEED MORE THAN 5' BAY COLUMNS G" PERIMETER WALL AND 2 112" 24ga, ECO-FICIENT INSULATE METAL PANELS K-1 9 42" WIDE I HK FIRE RATED CMU WALL AROUND THE ELEVATORS * 5TAIR5 PER UL #0905 L4"x2"x IG"x 12cga I__. CLIP ANGLE ATTACHED TO MASONRY W/ (2) 112"X 3 3/4" EXPANSION BOLTS (2 1/2" MIN. EMBEDMENT) FOR ZEE BEAM ATTACHMENT - TYP. Ln c 5 B Y ! C D E F 0 G H O I Ln J O K Ln L i M �t i Ln N d - Ln O P Ln Q O ANCHOR SCHEDULE UNLESS NOTED OTHERWISE TOP FLOOR BASE CLIP INSTALLATION 3/8"X3" WEDGE ANCHORS (2 1/4" EMBEDMENT MIN.) BASE TRACK INSTALLATION 112"X2 112" WEDGE BOLT (LARGE TAPCON) SPACING 3' O.C. (2 112" EMBEDMENT MIN.) PIER INSTALLATION 112"X3 3/4" WEDGE ANCHORS AT EACH PIER (2 1/4" EMBEDMENT MIN.) 1 2GA. EXPANSION ANGLE INSTALLATION (TO CMU) (3)1/2"X5 112"" WEDGE ANCHORS AT EACH ANGLE (3 1 /2" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) LINTEL AND SAVE STRUT INSTALLATION (TO CMU) 1/2"X5 1/2" WEDGE ANCHORS SPACING 2' O.C. (3 1/2" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) MARKUPS BY 155UE J5V PER MARKUP5. J5V PER MARKUP5. REVISIONS // I DATE I BY I 155UE STRUCTURE A ROOF FRAMING PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 Z Q 0 m p ��GENqF , No. 554 .a ST F 0. N-�'� ,,,,,,+►►► A DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1/45" = I ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-1-12 u�� Udna w ,cis LLJ to '� p a�W °a O �° V F�E jMu' �mn z N K W W N�wp<OG rj Z m_n1 ui 2> Z OOUw t��0 �U N�a<aWKd� �z06zo O U u K�K F d � W p ��GENqF , No. 554 .a ST F 0. N-�'� ,,,,,,+►►► A DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1/45" = I ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-1-12 Ln _ GZ14 — — GZ14 — — - =Z14 — 6"x3 112" SAVE STRUT (TYP.) G"x3 112" SAVE 5TRUT (TYP.) O — -- ----.- --- _E Z - 4 - — — co — G214 — — — GZ14 GZ14 MAI CH -LINE GZ14 GZ 14 GZ14 GZ 14 GZ 14 GZ 14 P _ — GZ14 — — — — _ — — — — Ln — — — — — GZ14 — in — GZ14 — — — — GZ14 — D- — GZ14 — — a — GZ14 — � — GZ14 - GZ14 GZ14 GZ14 GZ14 GZ14 GZ14 Q — — — — — — — _ _ O GZ14 GZ12 iNF6zr GZ14 GZ14 G214 GZ14 GZ14 GZ14 GZ14 GZ14 GZ14 4VK1� d- �n 02 p2Z G"x3 112" SAVE STRUT (TYP.) GZ14 GZ14 GZ14 — — GZ14 GZ14 GZ14 GZ14 _ _ GZ14 — — GZ14 — — - =Z14 — — GZ14 — GZ14 — -- ----.- --- _E Z - 4 - — — GZ12 — G214 — — GZ14 GZ14 GZ14 S — GZ14 — — GZ14 — — GZ14 — — GZ14 — — GZ14 — — — — — GZ14 — — — — — — — — — GZ14 — O — GZ14 — — — — GZ14 — D- — GZ14 — — a — GZ14 — � — GZ14 - — GZ14 — — GZ14 — — °ZZZ°�ZOZN GZ14 GZ12 iNF6zr GZ14 GZ14 G214 aQoim 4VK1� 02 p2Z O GZ14 GZ12 GZ14 GZ14 GZ14 a a Ln GZ14 GZ12 GZ14 GZ14 GZ14 GZ14 GZ12 GZ14 GZ14 GZ14 W — — — — — — — — GZ14 GZ12 GZ14 GZ14 GZ14 X N — — — — — — — — O GZ14 GZ14 GZ14 GZ14 GZ14 O � GZ14 GZ14 GZ14 GZ14 GZ14 N L[) GZ14 GZ14 GZ14 GZ14 GZ14 O GZ14 GZ14 GZ14 GZ14 G7_14 - D- v Ln N GZ14 GZ14 GZ14 GZ14 GZ14 CC — — — — — — — — O O GZ14 GZ14 GZ14 GZ14 GZ14 — GZ14 GZ14 _ GZ14 GZ14 GZ14 G"x3 112" SAVE STRUT (TYP.) GZ14 GZ14 GZ14 — — GZ14 GZ14 GZ14 GZ14 _ _ GZ14 — — GZ14 — — - =Z14 — — GZ14 — — GZ14 — — — -- ----.- --- _E Z - 4 - — — — GZ 14 — — G214 — — — _ GZ14 _ — — GZ14 — — G214 — — — — GZ14 — — GZ14 — — GZ14 — — GZ14 — — GZ14 — — GZ14 — — — — GZ14 — — GZ14 — — GZ14 — — GZ14 i — — GZ14 — — GZ14 — — — — GZ14 — — GZ14 — — GZ14 — — — — GZ14 — — GZ14 — — GZ14 — — — _ GZ14 — — GZ14 — — GZ14 — — — GZ14 - — GZ14 — — GZ14 — — `t I -- N 3 2 2" 1 ' 4" 10' D- I 2' 1 0' 2' 9'-4" 2' D- I 10'-2" 1 10' 1 10'-2" 1 9'-10" 10' 10' 10, 148' vD�2 22 i-4" 1 10, 9'- 10" 1 O'-4" I I �O) I r2 STRUCTURE A ROOF EP.1AMING PLAN T1-1 I RD FLOOR PLAN NOTES I . TO THIRD FLOOR SLAB = 23'-10 112" 2. FLOOR SLAB BETWEEN SECOND FLOOR AND THIRD FLOOR SHALL BE 2"x 18ga GALVANIZED G GO METAL FLOOR DECK W/ 2.5"THICK, 4,000p5i NORMAL WEIGHT CONCRETE ABOVE FLUTES (TOTAL SLAB THICKNESS = 4.5"). FLOOR SLAB SHALL BE REINFORCED W/ GxG W2. I xW2. 1 WVVF. SEE SECTIONS FOR FASTENER REQUIREMENTS. 3. TYPICAL SUPPORTING COLUMN SHALL BE G"x2.5"x I Gga CEE PRIME PAITED 4. PURLIN SHALL BE G"x2 1/2"x I Gga ZEE PRIME PAINTED U.N.O. 5. PARTITION PANEL SHALL BE 29cga HORIZONTAL PARTITION PANEL W/ # 10 TEK SCREW 51DELAF FASTENERS @ 20"o.c. MAX. ROOF PLAN NOTES: T/SAVE = 34'-4 1/2" 24ga STANDING SEAM ROOF "DOUBLE LOK' - GALVALUME 10' 1 10' 1 10' oil MARKUPS DATE BY ISSUE -07-18 JSV PER MARKUPS. -24-18 JSV PER MARKUP5. ca Ln G"x3 112" SAVE STRUT (TYP.) � O GZ14 GZ14 GZ14 — — _ MATCH-LINE'P REVISIONS Ln # DATE BY 155UE In GZ14 — — GZ14 — GZ14 Q O GZ14 GZ14 GZ14 Ln GZ14 _ _ GZ14 _ _ _GZ14 3 S STRUCTURE A D- O ROOF 6214 — — 6212 — — GZ12 FRAMING PLANT O GZ14 _ _ GZ12 _ _ GZ12 RINEHART SS U ASSOCIATES LLC 1451 RINEHART ROAD, 6212 6212 6212 Ln SANFORD, FL 32771 — — — — V a a 6212 — — 6212 — — GZ12 W 0w Ln o� GZ12 GZ12 GZ14 C — — — N X �� a� a a _ Z zC, GZ12 GZ12 GZ14Q Y az O 6214GZ14 GZ14 3 — — — — Z Oo N ❑ In GZ14 — — GZ14 — — GZ14 AA O � d- GZ14 GZ14 GZ14 15, D-3 - d- t� N � (n GZ14 — — GZ14 — — GZ14 CC w m� J LL (\ O :;i � GZ14 GZ14 GZ14 O o O DD0 0c� IV GZ14 GZ14 6214 — zC9" -- -- -- -- -- —�—� owl v o zm N 3� N �, � UO 4 w �U 2' 9'-4" 2' 10' D- I 2' 10' 1 ' 4" 2" U v Lu 7 QE > ILo N O Ilk X61 O CID m 10' 10, 10'-211 9'- I O" I O'-8" z_ U00 OCID 18 19 20 21 22 LINE KEY ZEE BEAM5 CROSS SUPPORT NEED MORE THAN 5' BAY COLUMNS G" PERIMETER WALL AND 2 1/2" 24ga, ECO-FICIENT INSULATE METAL PANELS R-1 9 42" WIDE I HR FIRE RATED CMU WALL AROUND THE ELEVATORS * STAIRS PER UL #0905 L4"x 2"x IG"x 12cga LCLIP ANGLE ATTACHED TO MASONRY W/ (2) 112" X 3 3/4" EXPANSION BOLTS (2 112" MIN. EMBEDMENT) FOR ZEE BEAM ATTACHMENT - TYP. ANCHOR SCHEDULE UNLESS NOTED OTHERWISE TOP FLOOR BASE CLIP INSTALLATION 3/8"X3" WEDGE ANCHORS (2 114" EMBEDMENT MIN.) BASE TRACK INSTALLATION 112"X2 112" WEDGE BOLT (LARGE TAPCON) SPACING 3' O.C. (2 112" EMBEDMENT MIN.) PIER INSTALLATION 112"X3 3/4" WEDGE ANCHORS AT EACH PIER (2 114" EMBEDMENT MIN.) 12GA. EXPANSION ANGLE INSTALLATION (TO CMU) (3)1/2"X5 112 WEDGE ANCHORS AT EACH ANGLE (3 112" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) LINTEL AND SAVE STRUT INSTALLATION (TO CMU) 1/2"X5 1/2" WEDGE ANCHORS SPACING 2' O.C. (3 112" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) M. I//i ' BFq No.55428 _ -0 STAT OF 0��' OR DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1/8" = I' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET S-1-13 U1 Z (, W n0� m°� wUO® ami NN u��: m3O O� W �gio� z o�o LuS' -a a�W oa ti a0 v� uUOzu�op j °Q�c[jZU oa�i0 nim a0 Ny zwO F.°O'ON °ZZZ°�ZOZN UOV iNF6zr Z� aQoim 4VK1� 02 p2Z M. I//i ' BFq No.55428 _ -0 STAT OF 0��' OR DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1/8" = I' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET S-1-13 STRUCTURE A ROOF PLAN ROOF MECHANICAL EQUIPMENT SHALL BE N5TALLED A5 5HOWN MARKUPS # I DATE IBY I 155UE I 105-07-181 J5V I PER MARKUP5. 2 05-24-18 1 J5V I PER MARKUP5. REVISIONS # I DATE I BY I 155UE STRUCTURE A ROOF PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 oLu 0 <Z Z5 U- �Q z �� in � Z Lu 0I LJ J Q�� J E �O OO HTC W D )ER G JAR DO `� km �J 'tea doaa�:u °t- a uj b�p Nene nMID u°CiwWl'`i�wr-"z'I" 8z -6 J p D � �(1 N1 �•� �pY m� 10-0" O IN EEL OJ �< N tf`c'6<g No = ¢ N �WLFo 1 lie] STRUCTURE A ROOF PLAN ROOF MECHANICAL EQUIPMENT SHALL BE N5TALLED A5 5HOWN MARKUPS # I DATE IBY I 155UE I 105-07-181 J5V I PER MARKUP5. 2 05-24-18 1 J5V I PER MARKUP5. REVISIONS # I DATE I BY I 155UE STRUCTURE A ROOF PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 oLu 0 <Z Z5 U- �Q z �� in � Z Lu 0I LJ J Q�� J E �O u �^i3ui W `� km �J 'tea doaa�:u °t- a uj b�p Nene nMID u°CiwWl'`i�wr-"z'I" 8z -6 J p D � �(1 N1 �•� �pY m� ��LU1 l�OZz �—U O w EEL OJ �< N tf`c'6<g No = ¢ N �WLFo . ....... gF No. 55 0 N A L DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 1/8" =I I JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET S - I- 14 STRUCTURE A INSULATION PLAN MARKUPS # I DATE I BY ISSUE I 105-07-181 J5V PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUP5. REVISIONS # I DATE I BY I 155UE STRUCTURE A INSULATION PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANF0RD, FL 32771 a J O0 10 NsO� EDJ 02-09-18 CHECKED BY DATE RMB ptmv�zz l:J ma® kma �n a m3F�o Mz 0 z JOB NUMBER ate= °0 :e dg Qu, U aF�zN°u w .1 g=vQ Ian aa� wg((��""�` v SHEET w O� unp-"'SOS z Ng yiWW q�r N n 5L M-rtj N �a�sN_ �lD �tt1tC �� I�Q L�g�OK 00� ZJ�gk a.., gna SSE i� zin�Ul�oiz $�ugNQao Kos 12 =�o W CD ?�S M..gFq p-�''\GEN No. 55428 .p STA F S ' Al �f DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 1 05-10-18 SCALE 1/8" =1' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-1-15 STRUCTURE A 2ND FL. FLOOK DECK PLAN �—z—� EXTERIOR PANEL, SEE PLAN CONT. x 1 2ga DECK ANGLE FASTENED TO CMU W/ a"O x I �' TAPCON @ 48" O.C. MAX. FLASHING 2 w z� om go z LU U cn z O NN CD LLJ D0cu CMU WALL, SEE PLAN EXTERIOR PANEL, SEE PLAN CONT. x 1 2ga DECK ANGLE FASTENED TO CMU W/ a"O x I Z" TAPCON @ 48" O.C. MAX. FLASHING *� w 0m z� z n -LU mz w= O LU cj U CMU WALL, SEE PLAN MARKUPS # I DATE I_ BY 155UE 1 05-07-18 J5V PER MARKUPS. 2 05-24-18 J5V PER MARKUP5. 12-14 x i 4" TEK 5 SCREWS @ 12" O.C. MAX. — ELEVATED SLAB SEE PLAN NOTE REV1510N5 CONT, x G"x4"4" (LLV) • • FASTENED TO CMU W/ # DATE BY 155UE 4"m x 4" MIN. EMBED EXP. ANCHOR @ 24" O.C. MAX. ELEVATED SLAB SEE PLAN NOTES �1 .rte Tl CONT. x G"x4"x4" (LLV) • • FASTENED TO CMU W/ 4"O x 4" MIN. EMBED EXP. ANCHOR @ 24" O.C. MAX. CMU WALL, SEE PLAN � � w Q m z C) z OU CD w U U) CMU WALL, SEE PLAN 12-14 x 14' TEK 5 SCREWS @ 12" O.C. MAX. ELEVATED SLAB SEE PLAN NOTES �– CONT. x G"x4"x4" FASTENED • TO CMU W/3"0 x 4" MIN. 1w 4 EMBED EXP. ANCHOR @ 24" O.C. MAX. CMU WALL, SEE PLAN Q*� \w Lu z� •tf om go OULu _ CD LLJ D0cu JN Zig CMU WALL, SEE PLAN EXTER SEE P 4 2' x 1 2ga FASTEN TO 12' TAPCON MAX. * TO PAPS @ 12 POb SEE 12-14 x 14" TEK 5 SCREWS @ 12" O.C. MAX. ELEVATED SLAB SEE PLAN NOTES CONT. x G"X4"x8" FASTENED TO CMU W/ 4"m x 4" MIN. EMBED EXP. ANCHOR @ 24" O.C. MAX. x5'LONG I.C. MAX. =D SLAB SEE PLAN NOTES =AM, V STRUCTURE A 2ND FLOOR DECK PLAN KINEHART 55 ASSOCIATES LLC 1451 RINEHAKT ROAD, 5ANFORD, FL 32771 ��FL .......... Fq ,, p �.\GENSF Thi No. 55428 ,o STA OF 0��.. OR DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 1/45" = I' JOB NUMBEI 2035 FILE NAME 2035-5TR.D% SHEET VV U�U 2 (� w V D0cu JN Zig LU U ��a �� o� U N V% G;��3 Z_ IoW �,;,n JAN N;ID i-oo0628w ou aon ��o Ll � iaw~m'd m�aazda lEn9,z O�ZuEi�Cu�i ��a U � N N iH'6 LU CD zm u 1G= IV h ��FL .......... Fq ,, p �.\GENSF Thi No. 55428 ,o STA OF 0��.. OR DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 1/45" = I' JOB NUMBEI 2035 FILE NAME 2035-5TR.D% SHEET EXTERIOR PANEL, 5EE PLAN 4 2' x 5 2" x 12ga DECK ANGLE FASTEN TO TOP TRACK W/ 12-14 x 4" TEK SCREWS @ 12" O.C. MAX EXTERIOR PERIMETER WALL, SEE PLAN -�-17 EXTERIOR PANEL, SEE PLAN 4 2" x 5 2" x l 2ga DECK ANGLE FASTEN TO TOP TRACK W/ 12-14 x 4" TEK SCREWS @ 12" O.C. MAX. EXTERIOR PERIMETER WALL, SEE PLAN LINER PANEL 5EE FRAMING PLAN 2 W -I-17 0 CD CMU WALL, 5EE PLAN CMU WALL, SEE PLAN CMU WALL, SEE CMU WALL, SEE ELEVATED SLAB SEE PLAN NOTES LINER PANEL SEE FRAMING PLAN ELEVATED SLAB SEE PLAN NOTES F.F. EL 12-14 x 14' TEK 5 SCREWS F@ 1 2" O.C. MAX. 12-14 x 14" TEK 5 SCREWS @ 12" O.C. MAX. CONT. x G"x4"x8" FASTENED TO CMU W/ 4"0 x 4" MIN. EMBED EXP. ANCHOR @ 24" O.C. MAX. 3 W -I-17 0 CD z J Zgo Ou a- LU m0 ILJ _Q 34un 0 nnn •� `02 U V_ CMU WALL, SEE PLAN CMU WALL, SEE CMU WALL, SEE ELEVATED SLAB SEE PLAN NOTES LINER PANEL SEE FRAMING PLAN ELEVATED SLAB SEE PLAN NOTES F.F. EL 12-14 x 14' TEK 5 SCREWS F@ 1 2" O.C. MAX. 12-14 x 14" TEK 5 SCREWS @ 12" O.C. MAX. CONT. x G"x4"x8" FASTENED TO CMU W/ 4"0 x 4" MIN. EMBED EXP. ANCHOR @ 24" O.C. MAX. 3 W -I-17 0m LUZLU 12-14 x 14" TEK 5 SCREWS @ 12" O.C. MAX. CONT. x G"x4"x8" FASTENED TO CMU W/ a"0 x 4" MIN. EMBED EXP. ANCHOR @ 24" O.C. MAX. 4 W • 0m LUZLU z J 0a_ Lu ED z ILJ _Q 34un 0 (1(i� •• `02 U V_ 12-14 x 14" TEK 5 SCREWS @ 12" O.C. MAX. CONT. x G"x4"x8" FASTENED TO CMU W/ a"0 x 4" MIN. EMBED EXP. ANCHOR @ 24" O.C. MAX. 4 -i-17 STRUCTU RE A 3 RD FL. LINER PANEL 5EE FLOOR DECK PLAN HE EXTEPRIOR LAN PANEL, —TV/-- /FRAMING PLAN 4 2" x 1 2ga DECK ANGLE #4 BAR x 5' LONG FASTEN TO TOP TRACK W/ @ 12" O.C. MAX. TEK SCREWS 12" O.C. ELEVATED SLAB MAX. * TO 5T BM W/ SEE PLAN NOTES 4 Z' x 5' x 12. PAPS @ 12" O.C. MAX. ANGLE FASTEN TRACK W/ 12-1 5CREW5 @ 12 STEEL BEAM, SEE PLAN MARKUPS # I DATE I BY I 155UE I 105-07-181 J5V I PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUPS. REVISIONS ■ # I DATE I BY I 155UE ■ STRUCTURE A 2ND FLOOR DECK PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, SANFORD, FL 32771 u tl- Lu .i , tL LF) w r z�.• 0 0c w LL 0 3ENq �j• ; No. 554 .o S T F �0 N A L I(c DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1/8 .' = I ' JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET S -I-17 W J °E i.o w�>3 ILJ _Q 34un 0 `02 U V_ K��r pW f.ZU1 ug�n �= i1�zoo. Otl�aa �Nu O Ln g A J nu ��n Zy�}O2QOOU 'n�zo��°'n oow �✓" _ �� 0 LU co zn (, Nw� 0 3ENq �j• ; No. 554 .o S T F �0 N A L I(c DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1/8 .' = I ' JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET S -I-17 N� N 0103 r 91, 10 3G'- 10" E.I.F.5. OVER IP5 PANEL 9mnnTH ON BFHINf7 FIFI=i 3G'-10" E.Lf.S. OVER IPS PANEL 10' 2' 10' 2' 5'-4" 2' G4' 6'- 114" 4' 04" 1 4' 4' 14'-04" 6'- 114. 22 I'-4" STRUCTURE A WEST ELEVATION 5 !'_4' STRUCTURE A NORTH ELEVATION Nc0 MARKUPS # I DATE I BY 155UE I 105-07-181 J5V PER MARKUPS, 2 05-24-18 1 J5V I PER MARKUP5. ' REVISIONS I # DATE BY 155UE STRUCTURE A ELEVATIONS RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 Q W o� E J Z � Za N �G H � Q 2 N N go Z W Oo J �� VOpV NO �UV W U nrU W�� pn O=m0 t m3F�0"P W u+¢�� WWW age OHO {�Uy pUN jd� rlJ^J v p � pN� Nm'u 'r � UFnQ��n�O� Y�Coe 'u��adFiW mai Z J i3m0n�uUi ,end_n oil, ip X"y�O-oC� �o7imo oow nig ❑'^ �<<zo ZUYHWOio d N O n� m Oin—OU uW= Oa m lu EDJ 02-09-18 CHECKED BY DATE RMB 05-10- 18 1 /8" = I ' JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET 5-1-18 -1N Ln 0 25'-2" 25'-2" STRUCTURE A EASI- ELEVATION =1N N a� m MARKUPS DATE BY 155UE -07 18 JSV PER MARKJP5. -24-18 J5V PER MARKUP5. REVISIONS ■ # I DATE I BY I 155UE ■ STRUCTURE A ELEVATIONS RINEHART SS ASSOCIATES LLC 1451 RINEHART ROAD, SANFORD, FL 32771 O W tu 'off aZ J _Z Z K x J °�s 0 1-2 Op� LU Vn� M N� �NS�o�i Y oz _off kma W ��"�OQn��ZV z 0m' �m ip-m n,,��m e.i �o � �x RRg.HoW s N, RV �_n p gg� a< =�aaQs�m ��-WH Z � HillN mm,X�a O U N� nW NO y�y11� pW� J� 066 �V OCQ Oa .s . KS- UFF�Ua W z��_ �� UZ LL Nvf M. gFq � F i No.55428 ' ST O P �' DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10- 1/45" 5-10- 1/8" = I ' _ JOB NUMBER___ 2035 FILE NAME 2035-5TR.DWG SHEET 5-1-19 T/ PARAPE E.I.F.`. LARGE GUTTER AND DOWN5POt T/ EAV 149a TOP TRACK G" PERIMETER WALL 299a PANEL INTERIOR ANI 2 1/2" 24ga, ECO-FICIENI INSULATED METAL PANEL` R-1 9 42" WIDE GC I G AT 5-0" O.C. INSET CEE GIRT W/ CLIPS I Gga BOTTOM TRACK T/ 3RD F.F. 4 112" DECK W/4,000 P51 2"VL 18ga FLOOR DECK 12 cga CONCRETE STOP ANGLE 1 2ga TOP TRACK G" PERIMETER WALL 29ga PANEL INTERIOR AN 2 1/2" 24ga, ECO-FICIEN- IN5ULATED METAL PANEL_` R-1 9 42" WIDE GC I G AT 30" O.C. INSET CEE GIRT W/ CLIP5 I Gga BOTTOM TRACK T/ 2ND F.F. 4 112" DECK W/4,000 P51 2"VL 18ga FLOOR DECK 1 2ga CONCRETE STOP ANGLE SPLIT FACE CMU WALL FROM FOUNDATION, SEE PLAP PE " / \ " / \ D / 5'-8.. 5' 4. G.. 5'-4"5'-4'. !G ?' T 5'-4" 4'- 1 0" 5' 4'-8" 5'-4" 5'-4" 4'-8" 5' MARKUPS DATE I BY I 155UE 05-07-151 J5V I PER MARKUP5. 05-24-151 J5V I PER MARKUP5. 1 REVISIONS I I I DATE I BY I ISSUE 7 STRUCTURE A I SECTIONS RINEHART SS ASSOCIATES LLC 1451 RINEHART ROAD, SANFORD, FL 32771 �zm CD 3co QUJ� t �O kL > U w <O ryQ o z Q O,0 z �? Z —O O� J J 0 go z u oFmzF w lD 0]� aim® yN uyuJJ F � mQ� kG�L N* OCg Lp O2 z u1� LZV 20 agO r`z o� J i0 0aa ?NV Lu ��00 boa 15 P-4° c� Nw gym^ � w -- — --- V062 ^mm V'O ?nO��o�OVw Do^u 2"o �g� gga � W.'Hei z z 2'- 1 0" 2'- 1 0" 2'-0" 2'-G" 2'-3" 2'-3" 2'-8" 2'-8" 2'-8" 2'-8" 2'-5" 2'-5" 2'-G" 2--G" 2'-5" 2'-5" 2'-8" 2'-8" 2'-5" 2'-5" 2'-G" 2'-G"21-411 2'-4" 2'-8" 2'-8" 2'-8 2' " 2'-8" -4" 2'-4" 2'-G" 2'-G" 2' O o o N `fig o,`Z'fo�FO LLJ E el F_ j_ `� 1 1 ��I 1 J J. I K K. I L L. I M I N N. pW NOTE: 5 ECT I O N A -A ,.��0�� NBFq;;�', VETICAL COLUMN DIMENSION 15 SCALE: 114"= I' �O `G S� ACTUAL LENGTH OF CEE FROM F.F. NO. S H s' BONA` DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-1-20 no np nQ np, \ " / nw AA BB CC DD EE 3 1/2" (R- 1 1) UNFACED IN5ULATION(RUN5 PARALLEL WITH ZEE BEAMS) G" (R- 19 VINYLBACKED ROOF IN5L. (RUNS PERPENDICULAR TO ZEE BEAMS) THERMA' BLOCK r--- 24'I X 24ga 5TANDING SEAM t)'JUBLE LU(,GALV/%lLUIVIE PARAPET CAP SAVE STRUT T/ PARAPET 5' 4'- 1 0" 5'-4" 4'-10" 4'- 1 0" 5-4" 4'-8" 5'-4" 4'- 10" 4'- 10" 5'-4" 4'-8" 5'-4" —� <D moo® 3 1/2" (R- 1 1) UNFACED IN5ULATION(RUN5 PARALLEL WITH ZEE BEAMS) G" (R- 19 VINYLBACKED ROOF IN5L. (RUNS PERPENDICULAR TO ZEE BEAMS) THERMA' BLOCK r--- 24'I X 24ga 5TANDING SEAM t)'JUBLE LU(,GALV/%lLUIVIE PARAPET CAP SAVE STRUT T/ PARAPET 15 1'-4" - - I -8" 2'-4" 2'-4" 2'-G" 2'-G" 2'-5" -5 2'-8 2'-8 2'-5 -5" 2'-5" 2'-5" 2'-8" 2'-8" 2'-4" 2'-4" 2'-8" 2'-8" 2'-5" 2'-5" 2'-5" 2'-5" 2'-8" 2'-8" 2'-4" 2'-4" 2'-8" 2'-8" 2'-5" 2'-5" 2'- I O" 21-1011 I I �(A/_ OX --- -- 5ECTION A -A NOTE: VETICAL COLUMN DIMEN51ON 15 SCALE: 1/4" = I' ACTUAL LENGTH OF CEE FROM F.F. 14ga TOP TRACK E.1.F.5. G" PERIMETER WALL 29ga PANEL INTERIOR AND 2 112" 24ga, ECO-FICIENT INSULATED METAL PANELS R- 19 42" WIDE GC I G AT 5'-0" O.C. INSET CEE GIRT W/ CLIP5 I Gga BOTTOM TRACK ;RD F.F. 4 112" DECK W/4,000 P51 2"VL 18ga FLOOR DECK 12 ga CONCRETE STOP ANGLE 1 2ga TOP TRACK G" PERIMETER WALL 29ga PANEL INTERIOR AND 2 112" 24ga, ECO-FICIENT INSULATED METAL PANELS R- 19 42" WIDE GC I G AT 30" O.C. INSET CEE GIRT W/ CLIPS I Gga BOTTOM TRACK ?ND F.F. 4 112" DECK W/4,000 P51 2"VL 18ga FLOOR DECK 12 ga CONCRETE STOP ANGLE SPLIT FACE CMU WALL FOUNDATION, SEE PLAN MARKUPS DATE I BY 155UE 05-07-181 J5V PER MARKUP5. 05-24-151 J5V I PER MARKUPS. IREVISIONS I # I DATE I BY I 155UE STRUCTURE A SECTIONS RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5AWORD, FL 32771 �"D m0 u LLi c�w� t` z 0 EIL/ w 12 kJ VVIVL A :JIU 1 11011 kr\-J) (nl� d —� <D moo® ' I II —i�1 I �� V M— SII I III I I I I I I III I <° —I N N 8 77 gaa" W°✓L°�� mw = LnIQ 3 �wwp�d�ww TBc �m0 Fi �NwOFpO�p�w N� �o� —IN c� NN -1N O — =z�OPz U P w Q i NIT N � 'jbj''m� ofao SN du'SoWi�O� (O( � T/ w Z1='V = I V/ �� Nwf TOP —MID Df PANEL OINT B HI BRACING NG HI III I I I it I I , � TOP OF �I- MID POiI �I i ANEL BRACING T BRAC i G it I I, it HI HI OP OF HANEL ID POI BRA BRACING NG T/ __ - T P Of PANEL DPOIN TT POINT BRACING BRACING_ BRACING -- _ -- HI -- —_— -- — — -- _— -- --- _ OP OF ID POI OTTPONT TANEL TBRACING B CING— TNG—= _ _ _ _ I li � l I —_ - li i.I I _ I Till l II _ _ i HI -- -- j -- -- —_ — T --ID — B POFPANEL POINT TT POINT BRACI CING RACIN N G -- --- --- -- -- -- -- -- — N — milt _ I FI 15 1'-4" - - I -8" 2'-4" 2'-4" 2'-G" 2'-G" 2'-5" -5 2'-8 2'-8 2'-5 -5" 2'-5" 2'-5" 2'-8" 2'-8" 2'-4" 2'-4" 2'-8" 2'-8" 2'-5" 2'-5" 2'-5" 2'-5" 2'-8" 2'-8" 2'-4" 2'-4" 2'-8" 2'-8" 2'-5" 2'-5" 2'- I O" 21-1011 I I �(A/_ OX --- -- 5ECTION A -A NOTE: VETICAL COLUMN DIMEN51ON 15 SCALE: 1/4" = I' ACTUAL LENGTH OF CEE FROM F.F. 14ga TOP TRACK E.1.F.5. G" PERIMETER WALL 29ga PANEL INTERIOR AND 2 112" 24ga, ECO-FICIENT INSULATED METAL PANELS R- 19 42" WIDE GC I G AT 5'-0" O.C. INSET CEE GIRT W/ CLIP5 I Gga BOTTOM TRACK ;RD F.F. 4 112" DECK W/4,000 P51 2"VL 18ga FLOOR DECK 12 ga CONCRETE STOP ANGLE 1 2ga TOP TRACK G" PERIMETER WALL 29ga PANEL INTERIOR AND 2 112" 24ga, ECO-FICIENT INSULATED METAL PANELS R- 19 42" WIDE GC I G AT 30" O.C. INSET CEE GIRT W/ CLIPS I Gga BOTTOM TRACK ?ND F.F. 4 112" DECK W/4,000 P51 2"VL 18ga FLOOR DECK 12 ga CONCRETE STOP ANGLE SPLIT FACE CMU WALL FOUNDATION, SEE PLAN MARKUPS DATE I BY 155UE 05-07-181 J5V PER MARKUP5. 05-24-151 J5V I PER MARKUPS. IREVISIONS I # I DATE I BY I 155UE STRUCTURE A SECTIONS RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5AWORD, FL 32771 �"D m0 u LLi c�w� t` z 0 EIL/ w ��•'•• ��G NSF •' •. i ; No. 55 .a AT F �o /4NAL DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-1-21 W ,Dma U �® ® �� 0=mgzwz /W� V moo® kmTd" u~iN ii ' �gt�Ozkz W=z <° =oa�z�zNO r, 30 w 8 aaw gaa" W°✓L°�� mw Kinn 3 �wwp�d�ww �m0 Fi �NwOFpO�p�w OgW �o� Rd�� NN 4 =z�OPz U P w Q i � 'jbj''m� ofao SN du'SoWi�O� (O( � w Z1='V = I V/ �� Nwf ��•'•• ��G NSF •' •. i ; No. 55 .a AT F �o /4NAL DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-1-21 7T 7 N I :T.Dl- U N N� Du -I -_ I N V i Dv -I N I Dw— DIN a0 I N X = I X.I N Ln I DY---NLn I Y.I N Ln I Z N _I Z.I N "V _I AA N _I �A. I N BB N I N 5B.1 3= I N 3CC Ln= N Ln I 3DD N 0 )D. I `_�' O EE `� N O N N im WFE,_ O �91 15'X 10' 5' X 5' EM COUNTER HEIGHT IS 34" SINK IS 36" WIDE ADA COMPLIANT 26'-4" OFFICE I O' X 10, 10' X 10, i 10' X I �' ! CJI X 10, 9 f r - D 10' 2' 10' 2' 101-211 li 2. (3 0 2A 10 101-211 I I i4 5' —IL - '5 I O' X 20' 10'X 15' I O' X 20' I O' X 20' 10'X 15' I O' X 20' 91-1011 10' I O' X 20' 10'X 15' I O' X 20' 0 No T -A. WATER COOLER MARKUPS DATE I BY I 155UE 05-07-181 J5V I PER MARKUP5. 05-24-181 J5V I PER MARKUP5. IREV1510N5 I H I DATE I BY I 155UE STRUCTURE A OFFICE ENLARGED RINEIIART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 0w W� 0 a� J Z Z � Q �z z g2 T) Ln go Z 0m 00 [N] % M. B p .•IGEN • � �. No. 55428 .a ST v . DRAWN BY DATE EDJ 02-09- 18 CHECKED BY DATE RMB 05-10-18 5CALE 1/81, = I ' JOB NUMBER 2035 FILE NAME 2035-5TR. DWG 5HEET 5-1-22 o==i m-1a� ILL t3 lu NWWW o,a 20 � 30> n01 FNo�pOi Vui �WOXr� LuCD oz NWS % M. B p .•IGEN • � �. No. 55428 .a ST v . DRAWN BY DATE EDJ 02-09- 18 CHECKED BY DATE RMB 05-10-18 5CALE 1/81, = I ' JOB NUMBER 2035 FILE NAME 2035-5TR. DWG 5HEET 5-1-22 CEE TO SIT 1.5" IN Q P O N M L K J �) �h ��G (f ) E D B A FROM GRID LINE Q 10'-8" 10' 10' 10' 10' 10, 10, 10, A CEE TO SIT 1.5" IN FROM GRID LINE I � 4 — D - PIER TO SIT FLUSH WITH GRID LINE 4 GZIG GZIG GZIG _ — GZIG 0 2 GZIG GZ I G 5TR 141-4 120' GZ I G GZ I G CEE TO SIT 1.5" IN ! 0' 10, 101 10, 5' T 5' 5' T 5'-8" FROM GRID LINE A L, 3 \ 20' --------- --------------- 3\ - . - - --- - - - — -- -- CEE TO SIT 1.5" IN FROM GRID LINE I E I IL GZIG GZIG o un LLJ w GZIG _ _ — GZIG 2 UCTURE B ROOF FRAMING PLAN 120'-b" 120' aSTRUCTURE C 5TRUCTURED ROOF PLAN LINE KEY CORNER PIER, HEADER, PIER ZEE BEAMS COLUMNS PDR, 2Gga VERTICAL PERIMETER WALL PANEL 3 H R RATED WALL PER UL #U419 TYPICAL COLUMNS * BEAMS UNLESS NOTED OTHERWISE COLUMN : 4C I G - 4" x 2 112" x I Gga CEE PRIME PAINTED PURLIN GZ I G - G" x 2 1/2" x I Gga ZEE PRIME PAINTED ANCHOR SCHEDULE UNLESS NOTED OTHERWISE SINGLE STORY BUILDINGS BASE CLIP INSTALLATION 112"X3 3/4" WEDGE ANCHORS (2 1/4" EMBEDMENT MIN.) BASE TRACK INSTALLATION 1/2"X3 3/4" WEDGE ANCHORS SPACING 3' O.C. (2 1/4" EMBEDMENT MIN.) PIER INSTALLATION 112"X3 3/4" WEDGE ANCHORS AT EACH PIER (2 114" EMBEDMENT MIN.) 1 2GA. EXPANSION ANGLE INSTALLATION (TO CMU) (3)1/2"X5 112" WEDGE ANCHORS AT EACH ANGLE (3 112" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) LINTEL AND SAVE STRUT INSTALLATION (TO CMU) 1/2"X5 112" WEDGE ANCHORS SPACING 2' O.C. (3 112" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) HSS STEEL COLUMN BASE PLATE INSTALLATION (4) 3/4"X 12" EPDXY ANCHORS WITH LEVELING NUTS (7" EMBEDMENT MIN.) MARKUPS DATE BY I 155UE -07-151 J5V I PER MARKUPS. -24-181 J5V I PER MARKUPS. IREVISIONS # I DATE I BY 155UE STRUCTURE B ROOF I FRAMING * ROOF PLAN RINEHART 55 ASSOCIATES LLC 145 1 RINEHAKT ROAD, 5ANF0RD, FL 32771 -� M. B �0 .. -�GENs No. 554 .a AT OF ON A DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05- I 0-18 5CALE JOB NUMBER 2035 PILE NAME 2035-5TR.DWG SHEET 5-2- 1 8' uj W U n�� W'"Q� Nry o=m om= m3FFO�W� �i S- Z W~ Z pZp 3 Lu qz� a i0 a < i°>Za��uNuO i zaW K pO Z �m' cD m N�LpOC��2=i Oq yu `gyp ^moo i0 in�((}+}pF p�F�FsW ( z'- '-t1�a =zuozz pN �a M N�.. S'H Lu [D :m 1� Gam Gu -� M. B �0 .. -�GENs No. 554 .a AT OF ON A DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05- I 0-18 5CALE JOB NUMBER 2035 PILE NAME 2035-5TR.DWG SHEET 5-2- 1 PF0ADGT SPLIT FACE 20-0 RAKE TRIM 20'-3" H.S. TRIM STRUCTURE L3 VVE`JT EL�V/�TiC�P�J 20'-3" H.S. TRIM 20'-3" H 5. TRIA1 20'-3'H.5. TRIM 20'-3" H.S. TRIM o� cz SMOOTH BLOCK WALL 24" X 24ga STANDING SEAM —"DOUBLE LOK" GALVALUME BEHIND 10' STKUC. C 20'-3" H.S. TRIM PARAPET CAP TICKAII U/AII SPLIT FACE SMOOTH BL( 10'-8" 5TRUC. C WALL WALL SMOOTH BLOCK WALL-\ T/CMU WALL SMOOTH LOCK WALL T/DOO1 SMOOTH FROM R.L. .� STRUCTURE C STRUCTURE B CMU WALL 14 I-4" STRUCTURE B EAST ELEVATION 10'-3" GUTTER Ib N FL PARAPET CAP 20'-3" GUTTER 0 PBR 2G GUAGE VERTICAL PANEL b 20'-3" GUTTER 24" X 241 STANDING SEAM "DOUBLE LOK" GALVALUME 5" Gga HDR @ 8'-G I I I I 15" 1 Gga HDR @ 8=6" iD 1 15" 1 Gga HDR @ 8'-G" O r L5PLIT FACE CMU WALL 9" 4'-3" 9" 8'-G" I -G' 8'-G" 1-G' 8'-G" I 151 lz STRUCTURE B STRUCTURE B NORTH ELEVATION I 2 3 4 2" THICK, R -G VAPOR BARRIER VINYL BACKED ROOF INSULATION- WHITE HIGHSIDE TRIM T/SAVE 14ga TOP TRACK 2G6ja VERTICAL PANEL EXTERIOR c INSET CEE GIRT W/ CLIPS 5 5' 5' TYPICAL PIER AND HEADER UNLESS INDICATED OTHERWISE PIER TEX COTE - 9" * 18" X I Gga SIDE WALL HEADER - 18" X I Gga 24ga STANDING SEAM ROOF "DOUBLE LOK" - GALVALUME DOWNSPOUTS 30' O.C. MAX. GUTTER EXP. BOX 90' O.C. MAX. 24" X 241 STANDING SEAM "DOUBLE LOK' GALVALUME 12 GUTTER AND 1 /4 DOWNSPOUTS Z777— DATE 20'-3" GUTTER I 20'-3" GUTTER DATE I 20'-3" GUTTER SCALE 20-3" GUTTER �! 19'-7 GUTTER I 1 9'-10" GUTTER mom " -.d Fill�N 6?i 0z as 5 oF0z5 n .—D -=a o [J V as ?�a1 Lu S � a jam.. �°m WW n 00 �NOzN��O� �tK�z��ZU �'�'� 5 a �' .Io z om0 m i0 K4�_ iNOX.O0�W -mm =pW °gp WE �u oxo= °moo_ ui'��ooaN O ON- w °�'uSO N cz w 3Z "0� �8� .0 OomWe 0 PARAPET CAP =m Z �G 24" X 24ga STANDING SEAM T/CMU WALL GUTTER- "DOUBLE LOK" GALVALUME - EXPANSION BOX - DOWNSPOUTS 30' O.C. MAX T/SAVE - T/D OR 18" 16 a HDR @ 8'-G" 18" 16 a HDR @ 8'-G" 18" 1 6 a HDR @ 8'-6" 18" 1 Gga HDR @ 8'-G" 18" 1 6 a HDR @ 8'-G" 18" 1 Gga HDR @ 3'-G" b' I Gga "DR @ 8-G" 161, 1 Gga HDR @ 8'-e' 18" 1 Gga HDR @ 8'-G" 18" 1 6 a HDR @ 8'-G" 18" 1 6 a HDR @ 8'-G" 18" 1 Gga HDR @ 8'-G" - -- --- nl - --c) aU cz FL m m FROM R.L. A\� El SPLIT FACE CMU WALL VERTICAL PANE'. 8" - - 9" 8'-G" I ' 6' 8'-G" I' 6' 8'-G" I - ' 6' 8'-G" - 16' - 8'-G" 16' 8'-G" II -6If' 8'-F.' � G' o' _ II �'-� Gil �I, 8'-G" I -G' 8'-G" I-6' 8'-6 -- — -I, - _- fi" — ---* PF0ADGT SPLIT FACE 20-0 RAKE TRIM 20'-3" H.S. TRIM STRUCTURE L3 VVE`JT EL�V/�TiC�P�J 20'-3" H.S. TRIM 20'-3" H 5. TRIA1 20'-3'H.5. TRIM 20'-3" H.S. TRIM o� cz SMOOTH BLOCK WALL 24" X 24ga STANDING SEAM —"DOUBLE LOK" GALVALUME BEHIND 10' STKUC. C 20'-3" H.S. TRIM PARAPET CAP TICKAII U/AII SPLIT FACE SMOOTH BL( 10'-8" 5TRUC. C WALL WALL SMOOTH BLOCK WALL-\ T/CMU WALL SMOOTH LOCK WALL T/DOO1 SMOOTH FROM R.L. .� STRUCTURE C STRUCTURE B CMU WALL 14 I-4" STRUCTURE B EAST ELEVATION 10'-3" GUTTER Ib N FL PARAPET CAP 20'-3" GUTTER 0 PBR 2G GUAGE VERTICAL PANEL b 20'-3" GUTTER 24" X 241 STANDING SEAM "DOUBLE LOK" GALVALUME 5" Gga HDR @ 8'-G I I I I 15" 1 Gga HDR @ 8=6" iD 1 15" 1 Gga HDR @ 8'-G" O r L5PLIT FACE CMU WALL 9" 4'-3" 9" 8'-G" I -G' 8'-G" 1-G' 8'-G" I 151 lz STRUCTURE B STRUCTURE B NORTH ELEVATION I 2 3 4 2" THICK, R -G VAPOR BARRIER VINYL BACKED ROOF INSULATION- WHITE HIGHSIDE TRIM T/SAVE 14ga TOP TRACK 2G6ja VERTICAL PANEL EXTERIOR c INSET CEE GIRT W/ CLIPS 5 5' 5' TYPICAL PIER AND HEADER UNLESS INDICATED OTHERWISE PIER TEX COTE - 9" * 18" X I Gga SIDE WALL HEADER - 18" X I Gga 24ga STANDING SEAM ROOF "DOUBLE LOK" - GALVALUME DOWNSPOUTS 30' O.C. MAX. GUTTER EXP. BOX 90' O.C. MAX. 24" X 241 STANDING SEAM "DOUBLE LOK' GALVALUME 12 GUTTER AND 1 /4 DOWNSPOUTS Z777— DATE FZZZZ7772--- ml�t CHECKED BY DATE RMB 05- I O- 18 SCALE �! T/SAVE 18" x I Gga HEADER 18" x I Gga PIER I Gga BOTTOM TRACK FROM S.L. FROM R.L. 1 112" X 1 112" SHEETLEDGE 1 112" X 1 1 1/4" RAINLIP 15 SECTION B—B SCALE: 1/4" = 1' MARKUPS DATE BY 155UE 07-18 JSV PER MARKUPS. -24-I5 J5V PER MARKUPS. REVISIONS # DATE BY f55UE STRUCTURE B ELEVATIONS * SECTION RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 ow oEff R2 a0 ;�z Za :,U- D H Z :Z< 02 to !n QZ K Oo t` N :�i m0 w 2O z � •. Lu Zm CD Q J� u oU_L U � Um �U i �N N O Q O� Z U 07 Z —O O °Q M. p ��G SF �:. No. 554 .a ATE F •,�� Ss�O N A L'NG l� IS( DRAWN BY DATE s 02-09-t8 CHECKED BY DATE RMB 05- I O- 18 SCALE �! 2035 m3�pO=z mom " -.d Fill�N 6?i 0z as 5 oF0z5 n .—D -=a o [J V as ?�a1 Lu S � a jam.. �°m WW n 00 �NOzN��O� �tK�z��ZU �'�'� 5 a �' .Io z om0 m i0 K4�_ iNOX.O0�W -mm =pW °gp WE �u oxo= °moo_ ui'��ooaN O ON- °�'uSO N U 3Z "0� �8� .0 OomWe 0 Lu m =m Z �G M. p ��G SF �:. No. 554 .a ATE F •,�� Ss�O N A L'NG l� IS( DRAWN BY DATE EDJ 02-09-t8 CHECKED BY DATE RMB 05- I O- 18 SCALE JOB NUMBER 2035 FfL,E NAME 2035-STR.DWG SHEET 5-2-2 5' 5' 5' 5' 10' 10, 10' ip�< u I � m pimai`� tt m3�3��1L moo® 7 9 10 1 0' 10, 8 10, 10, 10, NORTH 12 I3 \1 4D, J 1G 17 18 19 20 21 22 10, 10' 10, i 0' L. T 10' 10' 10' 10' 10' 10' 10' ip�< �o'Yy"i � m pimai`� tt m3�3��1L I 340'-8" A STRUCTURE C PARTITION PLAN I 21 22 23 24 25 26 27 10' 10' 10' 10' 10' 10' 10' 10' NORTH 29 Oi �3� 32 33 10' I0' 0' 1O' 10' 10' 35 36 1 0' 1 0' 1 0'-8" 325-8" 50UTH_ STRUCTURE C PARTITION PLAN Q W LINE KEY HORIZONTAL PARTITION PANEL 29ga GALVALUME TYPE "U" PBR, 2Gga VERTICAL PERIMETER WALL PANEL 3HR RATED WALL PER UL #U419 MARKUPS DATE BY 155UE -07-18 J5V PER MARKUP5. -24-18 J5V PER MARKUP5. ' REV151ON5 I I # I DATE I BY I 155UE STRUCTURE C I PARTITION PLAN RINEHART 55 A550CIATE5 LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 ui .......... FqT o No. 554 .o AT F •cF '2 R1 S • •.NGS A DRAWN BY DATE EDJ 02-05-18 CHECKED BY DATE RMB 05-10-18 5CALE 1/5" = 1 ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-3 ip�< �o'Yy"i � m pimai`� tt m3�3��1L moo® kmar UP LU g < ppp t a2 NJZ WWK=��Uu�uuo� O F V To. j- gw ^tun og kt� i= o0542 m��'das W'd :h=zZ--ozz goo 2S 8� 0 �_z �� N cs NO LU .......... FqT o No. 554 .o AT F •cF '2 R1 S • •.NGS A DRAWN BY DATE EDJ 02-05-18 CHECKED BY DATE RMB 05-10-18 5CALE 1/5" = 1 ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-3 '-14n -R STRUCTURE C I' ROOF PLAN 340'-8" STRUCTURE C ROOF PLAN I a MARKUPS DATE BY 155UE 07-18 J5V PER MARKUP5. -24-18 J5V PER MARKUP5. REV1510N5 # I DATE I BY I 155UE STRUCTURE C I ROOF PLAN RINEHART 55 A550CIATE5 LLC 1451 KINEHAKT ROAD, 5ANFORD, FL 32771 f) Zm CoUJ t` (o Um J-/ Q) W OO �N Q ZO O6 O� z U(� Z -0 O VO M ........... F,� p�. GENS �:. �.. No. 5542 ,o S E •, �'FS,d'� ...ASG ```�• �5 DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE JOB NUMBER 2035 FILE NAME 2035-STR.DWG SHEET 5-3-3 I i0 000 'o U86 1Dna� �� p�m°zF LLJ U am= �g tOti Z�yz 6O �N az iQ?zo i2;t- a33p ��M-Zd�Nwj K0. imn .50MVIRY-.6 'Oe'.z o��Oo�c � pnvm$p�aa�so�ea ./� 'q ppY m 9()zo O nw oKo �a V�00 N�-� ED M ........... F,� p�. GENS �:. �.. No. 5542 ,o S E •, �'FS,d'� ...ASG ```�• �5 DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE JOB NUMBER 2035 FILE NAME 2035-STR.DWG SHEET 5-3-3 I 10'-3" GUTTER 20-3" GUTTER 20-3" GUTTER 9'-7" GUTTER 1 9'- 10" GUTTER 20'-3" GUTTER 20'-3" GUTTER 20'-3" GUTTER 1 9'-7" GUTTER 1 9'-10" GUTTER 20-3" GUTTER Q O O O O O O K w w w w w w Lu 11- y w w w y w PBR 26 GUAGE 24" X 24ga STANDING SEAM 24" X 24ga STANDING SEAM SMOOTH BLOCK WALL PARAPET CAP � ',ft 0 T/CMU WALL VERTICAL PANEL "DOUBLE LOK' GALVALUME EXPANSION BOX GUTTER DOWNSPOUTS 30' O.C. MAX EXPANSION BOX "DOUBLE LOK" GALVALUME a SMOOTH 5LOCK WALL 1- 16 a HDR A8' -G" 5" 16 a HDR 8'-G" 15" 16 a HDR 8'-G" 5" 16 a HDR A 8'-G" T/D OR I; _ 15" 1 Gcja HDR @ 8'-6' 15" 1 6 a HDR @ 8'-G" p 15" 1 G6ja HDR @ 8'-6" q 15" 1 6,3a HDR @ 8'-6" 15" 1 Gga HDR @ 8'-6" q 1 5" 1 6 a HDR @ 8'-6" 15" 1 Goja HDR @ 8'-G" 15" I Gga HDR @ 8'-6" p 5" 6 a HDR @ 8'-G" p 5" 6 a HDR @ 8'-6" 5" 16 a HDR @ 8'-6" p 5" 6 a HDR @ 8'-6" �p 5" 16 a HDR @ 8'-6" 5" I Gga HDR @ 8'-6" p 5" 16 a HDR @ 8'-6" �q 15" 16 a HDR @ 8'-6" 1 5" 1 G a HDR @ 8'-G" p 15" 16 ,. .-��-�- ? 1 i ` 0 0 0 0-- - --- 0 0 0 0 0 0 0 1 _ - - - aU G N 1• ' ! l K oC � — y —_ ------ — y y o[ oC of � oc w _ w_ _w d\ w w a- 21 d ,; SMOOTH LOCK WA _ - - - - _ CID - — - -_ FROM R.L. y,y- SPLIT fACE CMU WALL I U 9" 4'-3" 9" 8'-G" I-6' 8'-G" I '-G' 8'-G" I -G' 8'-G" I '-6' 8'-G" I -G' 8'-G" I -G' 8'-G" I-6' 8'-G" 16'I-6' 8'-G" I-6' 8'-G" I -G' 8'-G" I -G' 8'-G" I -G' 8'-0" I -G' 8'-0 I '-G' 8'-G" I -G' 8'-0 I '-G' i 15' 235' STRUC. B STRUC. C 340'-8" 5TRUCTURE C O ►TN ELEVATION 20'-3" GUTTER 20'-3" GUTTER 20'-3" GUTTER � � N L w w K zI r'I ITTFR ^ D i HDR @ 8'-G" 15" 1 6,3a HDR @ 8'-0 0 oL w L CO 15" 1 Gga HDR @ 8'-0 0 K w d lD 15" 1 G a HDR @ 8'-0 * 0 � w FL lD 15" 1 Gcja HDR @ 8'-G" 15" 1 G a HDR @ 8'-G" 0 oC w FL l9 15" 1 G6ja HDR @ 8'-G" - I N y N SCALE 1/051, = I ' N N 1 7.5" I G a HDR @ 8'-0 N 17.5" 1 Gcja HDR @ 8'-G' 15" 1 Gga HDR @ 8'-G" 15" 1 Gga HDR @ 8'-G" w 17.5" 1 Gcja HDR @ 8'-G' 7. T/ OOR a HDR @ 8'-6" 5" 1 Gga HDR @ 8'-0" 15" 1 G.6ja HDR @ 8'-G" . 0Z W "J - w IEoaa aQEzaw"dl� zNu 24" X 24ga STANDING SEAM Lu Z J mr U H cc 3'-0" W-0 8'-G" I -G' 8'-0" W-0 8'-0 1 '-G' 8'-0" I ' -G' 8'-G" I -G' oL -- - w _ — ::r._ - �.0 ^gym 20'-3" GUTTER r 20 3' GUTTER; _DATE 02-09-18 20-3" GUTTER I 10'-3" GUTTER N y N SCALE 1/051, = I ' N N 1 7.5" I G a HDR @ 8'-0 N 17.5" 1 Gcja HDR @ 8'-G' 15" 1 Gga HDR @ 8'-G" 15" 1 Gga HDR @ 8'-G" w 17.5" 1 Gcja HDR @ 8'-G' 7. T/ OOR a HDR @ 8'-6" 5" 1 Gga HDR @ 8'-0" 15" 1 G.6ja HDR @ 8'-G" �; 0Z W "J y LL w IEoaa aQEzaw"dl� zNu 24" X 24ga STANDING SEAM DOWNSPOUTS "DOUBLE LOK" GALVALUME GUTTER 30' O.C. MAX PARAPET CAP n T/CMU WALL - -- - - - - -7 T/SAVE EDJ _DATE 02-09-18 a HDR @ 8'-G' L= I G a HDR @ 8'4;" 15" 1 G a HDR @ 8'-0" N y 17.5" 1 6 a HDR @ 8'-G' SCALE 1/051, = I ' 7.5" 1 Gcja HDR @ 8'-G' 15" 1 Gga HDR @ 8'-G" N 17.5" IGa HDR @ 8'-G' N 17.5" 1 6 a HDR @ 8'-G' 15" 1 Gga HDR @ 8'-G" 15" 1 Gga HDR @ 8'-G" 1 7.5" I G a HDR @ 8'-0 N 17.5" 1 Gcja HDR @ 8'-G' 15" 1 Gga HDR @ 8'-G" 15" 1 Gga HDR @ 8'-G" w 17.5" 1 Gcja HDR @ 8'-G' 7. T/ OOR a HDR @ 8'-6" 5" 1 Gga HDR @ 8'-0" 15" 1 G.6ja HDR @ 8'-G" �; s�o�� I W 4 0;= IEoaa aQEzaw"dl� zNu _— _ — _— oL -- - w _ — ::r._ - �.0 ^gym i� iwo�°��i> Op o OO�Ow tz J - --- A =:777�� - 6 _ ( FROM R.L. iPLIT FACE CMU WALL SPLIT FACE CMU WALL -C' 1 8'-G" I '-G' 8'-0" I '-6' 8'-G" I ' -G' 8'-G" ' a STRUC. C STRUCTURE C 50UTH ELEVATION 1 9'-10" GUTTER SMOOTH BLOCK WALL 24" X 24ga STANDING SEAM "DOUBLE LOK' GALVALUME �3EHIND PARAPET CAP T/CMU WALL TYPICAL PIER AND HEADER UNLESS INDICATED OTHERWISE PIER TEX COTE - 9" * 18" X I Gga SIDE WALL HEADER - 15", 17.5" X I Gga 24ga STANDING SEAM ROOF "DOUBLE LOK' - GALVALUME DOWNSPOUTS 30' O.C. MAX. GUTTER EXP. BOX 90' O.C. MAX. A B C D E 5' 5' 5' 2" THI/-'K P (' \/APOP RAPPIPP %/MVI BAC PARA SPLIT FACE C WALL BY CUSTON FROM 1 112" X 8" BLOCKLI SECTION C I -C SCALE: 114" = It TER AND ✓NSPOUTS /SAVE (2) 15"x I Gga HEADER 18"x 1 Gga PIER FROM R.L. 1 112" X 1 1 114" RAINLIP MARKUPS DATE I BY I 155UE 05-07-151 J5V I PER MARKUPS. 05-24-151 J5V I PER MARKUP5. REVISIONS # I DATE I BY I 155UE STRUCTURE C ELEVATIONS RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANF0RD, FL 32771 u D z cm tu r � UO W UU � Um !,ZU w IY O i <N Q ZO 0°Q z U 07 Z -O 0 dJ O EN No. 55428 ST E F �0 '. GN �� , SS�O N A L E ��`• ��rrrlill►��iA � e, DRAWN BY EDJ _DATE 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1/051, = I ' JOB NUMBER 2035 FILE NAME U �g� KY �; s�o�� I W 4 0;= IEoaa aQEzaw"dl� zNu i— �.0 ^gym i� iwo�°��i> Op o OO�Ow tz J onU - nUo a aU "t"- deo NJaQz�WeQ`� �gu+ N=� gav �o fu O=zLDozz Ua�Ooa° O gW ��< sowDo U z m� W CD zm JR< at/ Fio �i EN No. 55428 ST E F �0 '. GN �� , SS�O N A L E ��`• ��rrrlill►��iA � e, DRAWN BY EDJ _DATE 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1/051, = I ' JOB NUMBER 2035 FILE NAME 203 5-5TR. DWG SHEET 5-3-4 SMOOTH BLOCK WALL SPLIT FACE CMU WALL PADAPFT /"AP STRUCTURE NORTH ELEVATION GOTH BLOCK WALL Z J PARAPET CAP PARAPET CAP ARAPET CAP SPLIT FACE CMU WALL TYPICAL PIER AND HEADER UNLESS INDICATED OTHERWISE PIER TEX COTE - 9" * 18" X I Gga SIDE WALL HEADER - 15", 17.5" X I Gga 24ga STANDING SEAM ROOF "DOUBLE LOK" - GALVALUME DOWNSPOUTS 30'0.C. MAX. GUTTER EXP. BOX 90' O.C. MAX. STRUCTURE NORTH ELEVATION PARAPET CAP T/CM'.J VVAL'_ j /EAVi -- =�I N — O >PLIT FACE CMU W KIV �C -3" 1. 5. 1RIM 5TRUCTURE C STRUCTURE C WEST ELEVATION T/SAVE O FROM S.L. SPLIT FACE CMU WALL A B C 5' 2" THICK, R -G VAPOR BARRIER VINYL BACKED ROOF INSULATION- WHITE 24" X 249a STANDING SEAM "DOUBLE LOK' GALVALUME PARAPET CAP FLASHING12 GUTTER AND I /4 DOWNSPOUTS F,7T/AVE SAVE STRUT SPLIT FACE CMU WALL BY CUSTOMER FROM B_L_ 1 112" X 8" BLOCKLEDGE SECTION C2 -C2 SCALE: 114" = I ' 15" * 17.5"x I Gga HEADER 18"x I Gga PIER FROM R. L. 1 1/2" X 1 1 1/4" RAINLIP MARKUP5 k I DATE BY 155UF 1 05-07-18 1 J5V PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUPS. REV151ON5 # I DATE I BY I ISSUE 5TRUCTURE C ELEVATIONS RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 0 lu W 0. J Z Za D,n Q Z 02 N az �K u z cn LU r � UO W oL U �U IL Lu CV/ O L> aN Q ZO Q z U� Z_O Q O O Jrom Ui W �n< nem ®® NN oi�+a$ZW9 m3 30QF5 U ?g k=LU A w d 4 ¢ �- L Q. 4. i ��cs�Zy1, F- i ,q,��nm N_n�" ip i�pF Q�O�W oo N 20' Oo �r0 5TRUCTURE C STRUCTURE C WEST ELEVATION T/SAVE O FROM S.L. SPLIT FACE CMU WALL A B C 5' 2" THICK, R -G VAPOR BARRIER VINYL BACKED ROOF INSULATION- WHITE 24" X 249a STANDING SEAM "DOUBLE LOK' GALVALUME PARAPET CAP FLASHING12 GUTTER AND I /4 DOWNSPOUTS F,7T/AVE SAVE STRUT SPLIT FACE CMU WALL BY CUSTOMER FROM B_L_ 1 112" X 8" BLOCKLEDGE SECTION C2 -C2 SCALE: 114" = I ' 15" * 17.5"x I Gga HEADER 18"x I Gga PIER FROM R. L. 1 1/2" X 1 1 1/4" RAINLIP MARKUP5 k I DATE BY 155UF 1 05-07-18 1 J5V PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUPS. REV151ON5 # I DATE I BY I ISSUE 5TRUCTURE C ELEVATIONS RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 0 lu W 0. J Z Za D,n Q Z 02 N az �K u z cn LU r � UO W oL U �U IL Lu CV/ O L> aN Q ZO Q z U� Z_O Q O O GEN .. .. p� No. 5542 .o S T F 0 N A DRAWN BY DATE EDJ 02-09- 18 CHECKED 6Y DATE RMB 05- SCALE 1/8== 1 ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-3-5 Jrom Ui W �n< nem ®® NN oi�+a$ZW9 m3 30QF5 U ?g k=LU A w �� o �- s g ft-H ��cs�Zy1, F- 8n0 nu ,q,��nm N_n�" ip i�pF Q�O�W oo N Oo �r0 oto N°moo ��ouy O U �W N J�6 �Q< Op SzS j FP W Hm GEN .. .. p� No. 5542 .o S T F 0 N A DRAWN BY DATE EDJ 02-09- 18 CHECKED 6Y DATE RMB 05- SCALE 1/8== 1 ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-3-5 SOUTH I 2 3 4 5nr. n7 n8 n9 I3! 4 n15 I6 15 1'-4" I I O' x 30' 1 O' x 30' 1 O' x 30' 1 O' x 30' 1 O' x 30' 1 O' x 30' 1 O' x 30' 1 O' x 30' 1 O' x 30' i 10' x 30' i 1 O' x 30' 1 0' x 30' 1 O' x 30' 1 O' x 30' 10'-8" 10, 10' 10, 10' 10' 10, 10, 10, 10, 10, ! O' 10, 10, aJw Ji�a�oNw wW 00aa VU1z U1°qO� Lj L I � I 15 1'-4" I I O' x 30' 1 O' x 30' 1 O' x 30' 1 O' x 30' 1 O' x 30' 1 O' x 30' 1 O' x 30' 1 O' x 30' 1 O' x 30' i 10' x 30' i 1 O' x 30' 1 0' x 30' 1 O' x 30' 1 O' x 30' 1 O' x 30' W U N°'C9 8® w am� 61- �� i0 I -+ aJw Ji�a�oNw wW 00aa VU1z U1°qO� l 1 I I � I 8" 150' 8" NORTH- 5TRUCTURF: D PARTITION PLAN nG n7 n l9 J cOi �I i) Cl 3) I4) 15 16 ■ 5 D- D B u u u u u u 9'-7 1 /4" Cu u u u u u 9'- 8 112"l 4 D O u u u u u u 9'-7 1 /4"J E- u u u u u Y 9'-G" Fu u u u u u 9'-4 3/4"� 91- 11 G D 2 15 1'-4" 150' 15 I-4" L, 5 STRUCTURE D COLUMN FRAMING PLAN ,1 u u u E:l o W m W79 LI N E KEY HORIZONTAL PARTITION PANEL 29ga GALVALUME TYPE "U" 3HR RATED WALL PER UL #U41 9 LINE KEY CORNER PIER, HEADER, PIER ZEE BEAMS CR055 SUPPORT NEED MORE THAN 5' BAY COLUMNS 3 H K RATED WALL PER UL #U41 9 TYPICAL COLUMNS * BEAMS UNLE55 NOTED OTHERWISE COLUMN : 4C I G - 4" x 2 112" x I Gaga CEE PRIME PAINTED PURLIN GZ I G - G" x 2 1/2" x I Gga ZEE PRIME PAINTED ANCHOR 5CHEDULE UNLE55 NOTED OTHERWISE SINGLE STORY BUILDINGS BASE CLIP INSTALLATION 1/2"X3 3/4" WEDGE ANCHOR5 (2 114" EMBEDMENT MIN.) BASE TRACK INSTALLATION 112"X3 3/4" WEDGE ANCHORS SPACING 3' O.C. (2 114" EMBEDMENT MIN.) PIER INSTALLATION 112"X3 3/4" WEDGE ANCHORS AT EACH PIER (2 114" EMBEDMENT MIN.) 1 2GA. EXPANSION ANGLE INSTALLATION (TO CMU) (3)1/2"X5 112" WEDGE ANCHORS AT EACH ANGLE (3 112" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) LINTEL AND SAVE STRUT INSTALLATION (TO CMU) 1/2"X5 112" WEDGE ANCHORS SPACING 2' O.C. (3 112" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) H55 STEEL COLUMN BASE PLATE INSTALLATION (4) 3/4"X 12" EPDXY ANCHOR5 WITH LEVELING NUTS (7" EMBEDMENT M.IN.) MARKUP5 DATE I BY I 155UE -07-181 J5V I PER MARKUP5. -24-181 J5V I PER MARKUP5. IREV1510N5 I # I DATE I BY I 155UE STRUCTURE C PARTITION COLUMN FRAMING PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5AWORD, FL 32771 10' 10, 10, 10, 10, 10, 10' 10, 10, 10, 10, 10, 10, W U N°'C9 8® w am� 61- �� i0 =z�zoQk3o aJw 5 D- D B u u u u u u 9'-7 1 /4" Cu u u u u u 9'- 8 112"l 4 D O u u u u u u 9'-7 1 /4"J E- u u u u u Y 9'-G" Fu u u u u u 9'-4 3/4"� 91- 11 G D 2 15 1'-4" 150' 15 I-4" L, 5 STRUCTURE D COLUMN FRAMING PLAN ,1 u u u E:l o W m W79 LI N E KEY HORIZONTAL PARTITION PANEL 29ga GALVALUME TYPE "U" 3HR RATED WALL PER UL #U41 9 LINE KEY CORNER PIER, HEADER, PIER ZEE BEAMS CR055 SUPPORT NEED MORE THAN 5' BAY COLUMNS 3 H K RATED WALL PER UL #U41 9 TYPICAL COLUMNS * BEAMS UNLE55 NOTED OTHERWISE COLUMN : 4C I G - 4" x 2 112" x I Gaga CEE PRIME PAINTED PURLIN GZ I G - G" x 2 1/2" x I Gga ZEE PRIME PAINTED ANCHOR 5CHEDULE UNLE55 NOTED OTHERWISE SINGLE STORY BUILDINGS BASE CLIP INSTALLATION 1/2"X3 3/4" WEDGE ANCHOR5 (2 114" EMBEDMENT MIN.) BASE TRACK INSTALLATION 112"X3 3/4" WEDGE ANCHORS SPACING 3' O.C. (2 114" EMBEDMENT MIN.) PIER INSTALLATION 112"X3 3/4" WEDGE ANCHORS AT EACH PIER (2 114" EMBEDMENT MIN.) 1 2GA. EXPANSION ANGLE INSTALLATION (TO CMU) (3)1/2"X5 112" WEDGE ANCHORS AT EACH ANGLE (3 112" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) LINTEL AND SAVE STRUT INSTALLATION (TO CMU) 1/2"X5 112" WEDGE ANCHORS SPACING 2' O.C. (3 112" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) H55 STEEL COLUMN BASE PLATE INSTALLATION (4) 3/4"X 12" EPDXY ANCHOR5 WITH LEVELING NUTS (7" EMBEDMENT M.IN.) MARKUP5 DATE I BY I 155UE -07-181 J5V I PER MARKUP5. -24-181 J5V I PER MARKUP5. IREV1510N5 I # I DATE I BY I 155UE STRUCTURE C PARTITION COLUMN FRAMING PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5AWORD, FL 32771 -� M. p \,GEN No. 554 .o' S TE -10 t DRAWN BY DATE EDJ 02-09-15 CHECKED BY DATE RMB 05-10-18 SCALE 1/8" = 11 JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET S-4 ai on W U N°'C9 8® w am� 61- �� i0 =z�zoQk3o aJw Ji�a�oNw wW 00aa VU1z U1°qO� �'� m ZN� ggg � pN�ZNOvio 0 U zlzl OLO °t+ Vw Z oC� �O� Lu Z�W -� M. p \,GEN No. 554 .o' S TE -10 t DRAWN BY DATE EDJ 02-09-15 CHECKED BY DATE RMB 05-10-18 SCALE 1/8" = 11 JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET S-4 co 0 M GZIG GZ I G — GZIG — — GZIG GZIG 5 1 GZIG GZ I G GZ 1 G GZ I G GZ I G — — GZ I G — GZ I G GZ I G GZIG GZIG 2 b �9J C O I I GZIG GZIG I GZIG GZIG — GZIG 10, 10, 10' 10, 10, GZIG GZIG GZIG GZIG GZIG G/GA �" tz V'i0�30 ,.; a wWu,' \,S ULA GZIG GZ I G — GZIG — — GZIG GZIG 5 1 GZIG GZ I G GZ 1 G GZ I G GZ I G — — GZ I G — GZ I G GZ I G GZIG GZIG 2 b �9J C O I I 1 5 1 '-4" 13 14 15 IG 17 10, 10, 10, 10, 10, 1 0'-8" GZIG GZIG GZIG I GZIG GZIG — GZIG 10, _ — GZIG — — 0' — _ — — I O' GZIG GZIG GZIG GZIG GZIG G/GA �" tz V'i0�30 ,.; a wWu,' \,S ULA i Z ONW Wig` bm=0�°KuK%s 1 5 1 '-4" 13 14 15 IG 17 10, 10, 10, 10, 10, 1 0'-8" GZIG GZIG GZIG GZIG GZIG GZIG — GZIG — — _ — GZIG — — GZIG — _ — — GZIG GZIG GZIG GZIG GZIG GZIG G/GA �" tz V'i0�30 ,.; a wWu,' \,S ULA 6 GZIG GZIG GZIG GZIG GZIG GZIG GZIG GZIG GZIG — — — — — _ — — NOS m,rU GZIG GZIG GZIG GZIG GZIG GZIG 1 50�� 1 50' 15 1'-4" STRUCTURE d R_O�i� F�Arv1i�1G PLAN LI N E KEY CORNER PIER, HEADER, PIER ZEE BEAMS COLUMNS PBR, 2Gga VERTICAL PERIMETER WALL PANEL 3HR RATED WALL PER UL #U4 19 TYPICAL COLUMNS * BEAMS UNL)=55 NOTED OT-- EKWI5E COLUMN : 4C I G - 4" x 2 1/211 x 1 Gga CEE PRIME PAINTED PUKLIN GZ I G - G" x 2 112" x I Goa ZEE PRIME PAINTED 1-9 1 '-4" ANCHOR SCHEDULE UNLESS NOTED OTHERWISE SINGLE STORY BUILDINGS BASE CLIP INSTALLATION 1/2"X3 3/4" WEDGE ANCHORS (2 1/4" EMBEDMENT MIN.) BASE TRACK INSTALLATION 1/2"X3 3/4" WEDGE ANCHORS SPACING 3' O.C. (2 1/4" EMBEDMENT MIN.) PIER INSTALLATION 1/2"X3 3/4" WEDGE ANCHORS AT EACH PIER (2 1/4" EMBEDMENT MIN.) 1 2GA. EXPANSION ANGLE INSTALLATION (TO CMU) (3)1/2"X5 i /2" WEDGE ANCHORS AT EACH ANGLE (3 112" EMBEDMENT MIN.) (Ni N. 4" r K(-Avi EDGE OF BLOCK) LINTEL AND SAVE STRUT INSTALLATION (TO CMU) 1/2"X5 1/2" WEDGE ANCHORS SPACING 2' O.C. (3 1/2" EMBEDMENT MIN.) (MIN. 4" FROM EDGE OF BLOCK) H55 STEEL COLUMN BASE PLATE INSTALLATION (4) 3/4"X 1 2" EPDXY ANCHORS WITH LEVELING NUTS 7" EMBEDMENT MIN.) STRUCTURED \ ROOF PLAN �1 MARKUPS # I DATE I BY ISSUE 05-07-18 1 J5V PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUPS. 1 REV1510N5 I I # I DATE I BY I ISSUE STRUCTURE D ROOF FRAMING * ROOF PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 C] �p ENS� No. 55428 .o STAT O 0G�� s1ONAt DRAWN BY DATE EDJ 02-09-18 GHECKED BY DATE RMB 05-10-18 5CALE 1/451, = I ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-4-1 VJWmV"V 5SS W�kt�a-2 UAiA�jO NOS m,rU Ym� NN L,C` OC .]�pFY u��N �NU-i �" tz V'i0�30 ,.; a wWu,' as 12N 00 o V OF � Z ONW Wig` bm=0�°KuK%s zli I— Om0 q06. i-" �u��O�oo�gw zdWo� nu LEP �a V °YY�-liN gO R / �p ENS� No. 55428 .o STAT O 0G�� s1ONAt DRAWN BY DATE EDJ 02-09-18 GHECKED BY DATE RMB 05-10-18 5CALE 1/451, = I ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-4-1 SMOOTH BLOCK WALL T/CMU WALL�--- SMOOTH BLOCK WWLL N SMOOTH 13LOCK VVALL FROM B.L. 24" X i4/aa')TANf)IN(-,')FANA 1 0-3" GUTTER ( 20'-3" GUTTER I 20'-3" GUTTER iD v w li_ Z SPLIT FACE CMU WALL P GUTTER DOWNSPOUTS 30'0.C. MAX T/CMU WALL - - T/SAVE T/D OR (V FROM R. L. SPLIT FACE CMU WALL - STRUCTURE D 5OUTH ELEVATION J tY w 24" X 24ga STANDING SEAM "DOUBLE LOK" GALVALIUME EXPANSION 3OX---� - 20'-3" GUTTER I 20-3" GUTTER I 20'-3" GUTTER - n � w GUTTER—� DOWNSPOUTS 30' O.C. MAX T/CMU WALL FROM B. L. SPLIT FACE CMU WALL SPLIT FACE CMU WALL T/CMU WALL T/SAVE T/DOOR N C9 — FROM R.L. j 1i i®lei■11liel��l�®1�®®®�61�oi6��®lily®i�■��IM�I®��®®i!•®��ir ®III�II�II�II�II�II�II�II�II�II�Iltlll�ll�ll�ll�ll�ll�ll�ll�ll�ll�ll�ll�ll�ll�ll�ll�ll�ll�l wwwwwww•�w�rawwwwwwwwwwr—wwwewwwoa®ww 5' 5' ww wwwwww w wwwwo�w®wwwwwwwswwwwwwwwww®�ewww �®®��-��®ii�f!®®�®i�l�®le�!®®i11C�®��®I�li�®®il��®11®i®®i:0®��11�®t>Ai NN•N IAB �tl� I�Y�11�1®q�ll�ll�ll�lllill�ll�ll�ll�ll�ll�ll�ll�ll�ll�ll�ll�ll�ll�ll�ll�tl�ll�ll�ll�ll�ll�ll�ll�ll�ll�lll�ll�ll�ll�ll�ll�i 5' WO dna wwwwewwwww�wiww��wawwvwwosa m i mo® in. g t ° i i ..� a= u1 '�z iz =z°%pap VFaa �Nw Lu g� > aWa w o w°L u�nmoo rn V o0. mmr KyN�OC u�. Z�tizN FOpW J oozd�°n os �Tcaj "^'�pn °gg G� m Nva aa".'oe¢ An 'n Z z33 W � W� 86iN /�/ � V qvl °�'°j Eu Ko au�pNU� o LuED uZ G = ll STRUCTURE D NORTH ELEVATION N T/CMU WALL FROM E3. L. STRUCTURE D WEST ELEVATION T/CMU WALL SMOOTH BLOCK W LL N SMOOTH BLOCK WALL FROM 13. L. DA DA DFT /`AD UTTER AND )OWNSPOUTS T/CMU WALL FROM B. L. 30-811 k STRUCTURE D EAST ELEVATION SPLIT FACE CMU WALL BY CUSTOMER I I /2" X 8" BLOCK LLL/�L- SPLIT FACE CMU WALL 5'-8" 5' 5' 5' 5' 5' WO dna NNu upoLLJ �� m i mo® �)" ruiw D /" %/ADrio caADDiGD 30'-8" SECTION D -D SCALE: 1/4" = I ' GUTTER AND DOWNSPOUTS 9 HEADER a 18"x I Gga PIER FROM R.L. I /2" X I l I /4" RAINLIP MARKUPS DATE I BY I 155UE 05-07-181 J5V I PER MAKKUP5, 05-24-151 J5V I PER MARKUP5. REVISIONS N I DATE I BY I 155UE STRUCTURE D ELEVATIONS * SECTION RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 J s in WO dna NNu upoLLJ �� m 55 psmazz mo® in. g t ° i i ..� a= u1 '�z iz =z°%pap VFaa �Nw Lu g� > aWa w o w°L u�nmoo rn V o0. mmr KyN�OC u�. Z�tizN FOpW J oozd�°n os �Tcaj "^'�pn °gg G� m Nva aa".'oe¢ An 'n Z z33 W � W� 86iN /�/ � V qvl °�'°j Eu Ko au�pNU� o LuED uZ G = ll ``` 1111111111111'/ M, g �p ' IN No. 55428 .o STATE °,�F . \� JJJ/IIII11111`�` DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1/45" = 1' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-4-2 E.I.F.S. FOAM IS SC MECHANICALLY FAST NO HAT CHANNEL NE GUTTER AND DOWNSPOL 14ga TOP TRAC GC I G AT 5'-0" O.C. INSET CEE GIRT W/ CLII G" PERIMETER WALL 29ga PANEL INTERIOR A 2 1/2" 246ja, ECO-FICIEI INSULATED METAL PANE R-19 42" WIDE 1 Gga BOTTOM TRACK SEE PLAN NOT 12 CONCRETE STOP ANGI 1 2ga TOP TRACK GC I G AT 30" O.C. INSET CEE GIRT W/ CLI G" PERIMETER WALL 29ga PANEL INTERIOR Al 2 112" 24ga, EGO-FICIE� INSULATED METAL PANE[ R-1 9 42" WIDE GC I G AT 30" O.C. INSET CEE GIRT W/ CLI I Gga BOTTOM TRA SEE PLAN NOT 12 ga CONCRETE STOP ANC BOND BEAM SEE SCHEDULE SPLIT FACE CMU WA[ FOUNDATION, SEE P—l, PADAPPr /-AP WALL SECTION 5D- I NM, �N BOND BEAM 5 PAPAPFT /'AP -K S SOLD FASTENED -L NEEDED " O.C. ,T W✓ CLIPS WALL JTEKIOK AND =C0-FICIENT =TAL PANELS " O.C. ,T W/ CLIPS A TRACK 2 WALL SECTION SD- I O.C. T W/ CLIPS VALL �C-� ICI�NT -AL PANELS O.C. T W/ CLIPS (RACK 5 'E STOP ANGLE J WALL i vvivvr�i lulu, SEE PLAN BOND BEAM SI PARAPET CAP 3 WALL SECTION SD- I --K 15 SOLD FASTENED IEL NEEDED WALL ITERIOR AND =CO-FICIENT TAL PANELS O.C. .T W/ CLIPS SEE PLAN 5 TE STOP ANGLE CK SEE PLAN /ALL -ERIOR AND -O-FICIENT AL PANELS PARAPET CAP GC I G BRACE @ 5-0" O.C. MAX. —� 5C12 - EAVE STRUT 4C I G BRACE @ 5'-0" O.G. -' FASTENED TO M5 COLA MS PURLING W/ (8) # 12 TEK SCREWS PROVIDE ADDITIONAL ROOF CLIPS @ 2'-0' O.C. W/ MATCHING 5-5 WIND CLAMPS TO BRACE ROOF PURLING 5 E STOP ANGLE BOND BEAM SEE SCHEDULE CMU WALL vvivvr�i SEE PLAN T/ PARAPET SAVE T/ 3RD F.F, T/ 2ND F.F 14ga TOP TRACK E.I.F.S. FOAM IS SOLD MECHANICALLY FASTENED NO HAT CHANNEL NEEDED G" PERIMETER WALL 29ga PANEL INTERIOR AND 2 112" 24ga, ECO-FICIENT INSULATED METAL PANELS K-1 9 42" WIDE GC I G AT 5'-0" O.C. INSET CEE GIRT W/ CLIPS BOX HEADER, SEE PLAN WINDOW SEE PLAN NOTES 12 ga CONCRETE STOP ANGLE 12,3a TOP TRACK BOX HEADER, SEE PLAN G" PERIMETER WALL 29ga PANEL INTERIOR AND 2 112" 24ga, EGO-FICIENT INSULATED METAL PANELS R-19 42" WIDE WINDOW SEE PLAN NOTES 12 ga CONCRETE STOP ANGLE SPLIT FACE CMU WALL FROM F.Fj j EL=O'-0" [U.N.O.] 4 WALL SECTION SD- I FOUNDATION, SEE PLAN MARKUPS SATE BY ISSUE 07-15 JSV PER MARKUPS. 24-18 JSV PER MARKUPS. ' REVISIONS I # I DATE BY I ISSUE 5TRUCTURAL DETAI L5 RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 �z Z g2 �z Z W Z 00 u� mo LU nP c IZu co wO Z V •• oC Lu Jo7S5 NS�� cn W U not n�u w Pn =ma== m3No� o< Lu W� 8� vl WWW 1° ON WOyOV �� 'e z �'m Amin n"m O n a0_�� Uw1i�LLa%fjNV 'Zp" �mi ��g °y°ow � ooW a� i�Faid�a O �? k ooip �v �0 _ 3 sod �oa� U ryo�E �O u p" i Lu =m G X62 `11111111111/!��' M . eF-9 p�. �GENS..��%-41 No. 5542 .o ST F �o�'..'cC Sa/ A 1- -DRAWN DRAWN BY �l DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE N.T.S. JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET SD- I E.I.F.5. FOAM 15 SOLI MECHANICALLY FASTEI NO HAT CHANNEL NED GUTTER AND DOWNSPOUT` 14cga TOP TR GC I G AT 5-0" O.C. INSET CEE GIRT W/ CLIPS G" PERIMETER WALL 29ga PANEL INTERIOR A 2 112" 24ga, ECO-FICIEI INSULATED METAL PANE R-19 42" WIDE GC I G AT 5-0" O.C. INSET CEE GIRT W/ CLIP I Gcga BOTTOM TRAD SEE PLAN NOTE 4 112" x 1 2ga DECK ANG FASTEN TO TOP TRACK N TEK SCREWS @ 12" O.0 MAX. * TO 5TL BM W/ PA @ 12" O.C. MAX. 1 2cga TOP TRACI G" PERIMETER WALL 29ga PANEL INTERIOR A 2 1/2" 24ga, ECO-FICIEI INSULATED METAL PANE R-19 42" WIDE GC I G AT 30" O.C. INSET CEE GIRT W/ CLI I Gga BOTTOM TRA SEE PLAN NOTE 4 112" x 1 2ga DECK ANC- FASTEN NCFASTEN TO CMU W/ 1/4"1 1 112" TAPCON @ 48" O, MAX. * TO 5TL BM W/ PA @ 12" O.C. MAX. POWER LINTEL, SEE PL BOND BEAM SEE 5CHEDUL SPLIT FACE CMU WA', BEYOND FOUNDATION, SES F �. PAPAPFT !"AP WALL SECTION SD -2 &,M, \N PARAPET CAP SAVE STRUT ZEE BEAM, SEE PLAN 4C I G BRACE @ 5'-0" O.C. FASTENED TO M5 COL.#- M5 PURLING W/ (8) # 12 TEK SCREWS PROVIDE ADDITIONAL ROOF CLIPS @ 2'-O' O.C. W/ MATCHING 5-5 WIND CLAMPS TO BRACE ROOF PURLING STEEL BEAM, SEE PLAN F i STEEL BEAM, SEE PLAN BOND BEAM SEE SCHEDULE T/ PARAPET vltAVE — 3RD F.Fl 2ND F.F m m 2 WALL SECTION SD -2 PROVII CLAVF (3) i ':: EXTEK11 1 4cga TOP TRACK E.I.F.5. FOAM 15 SOLD MECHANICALLY FASTENED NO HAT CHANNEL NEEDED GC 1 G AT 5'-0" O.C. INSET CEE GIRT W/ CLIPS G" PERIMETER WALL 29ga PANEL INTERIOR AND 2 112" 24ga, ECO-FICIENT INSULATED METAL PANELS R- 19 42" WIDE GC I G AT 5'-0" O.G. INSET CEE GIRT W/ CLIPS Soja BOTTOM TRACK SEE PLAN MOTES 4 1 /2" x 2ga DLCK, P NG! FASTEN TO TOF TF�ACK V// TEK SCREWS @ 12" O.C. MAX. TO STL BM W/ PAPS @ 1 2" O.C. MAX. 1 2_ga TOP 'PAC", G" PERIMETER WALL 29ga PANEL INTERIOR AND 2 1/2" 24ga, ECO-FICIENT INSULATED METAL PANELS R- 19 42" WIDE GC I G AT 30" O.C. INSET CEE GIRT W/ CLIPS I Gga BOTTOM TRACK SEE PLAN NOTES 4 1,12" x 1 2ga DECK ANGLE T(-,cV uW/ /4"0x TPP( - 0 S' O C. M,^k. r TO STI_ rffM W/ PAPS Ca) 1 2" O.C. MAX. BOND BEA %1 K LIPJTLL. SE_ SPLIT FACE CMU WALL BEYOND 3'-0" [U.N.O.] FOUNDATION, SEE PLAN PA P A PFT r'AP 3 WALL SECTION SD -2 �:K PROVIDE 5-5 WIND CLAMPS FOR FIRST (3) RIBS OFF EXTERIOR WALL, TYP. — — —• aoopoo aoa �oe ZEE BEAM, SOLD SEE PLAN 6TENED NEEDED " O.C. ;T W/ CLIPS GC I G BRACE @ 5-0" O.C. FASTENED TO M5 COLA MS PURLING W/ (8) # 12 TEK SCREWS WALL ITERIOR AND =CO-FICIENT TAL PANELS -0" O.C. DIRT W/ CLIPS I TRACK 5 TE STOP ANGLE ,CK /ALL -ERIOK AND :O-FICIENT 'AL PANELS D.C. T W/ CLIPS -RACK 'E STOP ANGLE J WALL SEE PLAN BOND BEAM SEE SCHEDULE T/ PARAPET T/ 3RD F.F, T/ 2ND F.F 14ga TOP TRACK E.I.1'.5. FOAM 15 SOLD MECHANICALLY FASTENED NO HAT CHANNEL NEEDED G" PERIMETER WALL 29ga PANEL INTERIOR AND 2 112" 24ga, ECO-FICIENT INSULATED METAL PANELS R-1 9 42" WIDE GC I G AT 5'-0" O.C. INSET CEE GIRT W/ CLIPS BOX HEADER, SEE PLAN WINDOW 'SEE PLAN NOTES 12 ga CONCRETE STOP ANGLE 1 2ga TOP TRACK G" PERIMETER WALL 299a PANEL INTERIOR AND 2 1/2" 24ga, ECO-FICIENT INSULATED METAL PANELS R-19 42" WIDE BOX HEADER, SEE PLAN WINDOW SEE PLAN NOTES 12 ga CONCRETE STOP ANGLE SMOOTH FACE CMU WALL WINDOW FROM F. Fj_d EL=0'-0" [U.N.O.] 4 WALL SECTION SD -2 FOUNDATION, SEE PLAN MARKUPS DATE I BY 155UE -07-151 J5V PER MARKUPS. -24-18 1 J5V PER MARKUPS. REVISIONS # DATE I BY I 155UE STRUCTURAL DETAI L5 RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 ow Lu 'off a c� J Z_ Z K — :5 try K Q N � Q g2 N N QQZ �K 00 Zm CD J Q IT L � Um �U Lu Dzo < N � MAN, 'AQ zo pS-6 o Z U �? Z-0 0 Ct O 00 J s'u 12 1p NN SUV ll1 UOm �@)®® Nry z pp> OFF�pZIF m8 G2� W^ e7wZ QO��Z�pNw >>� ua �r�o�=o 0 o'Rz wmn 5 < n'tHpFiy�uui, N,"H� Z U R_o'>a�'dw oUl zzIn O rw pw W<u� No�K_ Ua NN W EuQ ram -� M. B �Xi No. 55428 .� ST E ........ v '� ss/ON A\. 0\ DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1/2" = I JOB NUMBFR 2035 BILE NPaAE 035-5" rR.DWG 5t1EET PROVI[ CLAMP (3) RIB EXTERII ZEE B SEE P GC I G BF FA5TENE PURLING T/ PARAPET WALL SECTION 5D-3 'K 3 SOLD =ASTENED L NEEDED VALL fEKIOR AND �:O-FICIENT -AL PANELS O.C. W/ CLIPS SEE PLAN E STOP ANGLE VALL FERIOR AND -O-FICIENT 'AL PANELS SEE PLAN ES STOP ANGLE WALL PLAN 14x 7/8" ULTIMATE LAP TEK METAL IN51DE CLOSURE GUTTER STRAP AT 4' O.C.(5UNBELT) AT 2' O.C.(5NOWBELT) 14x 7/8" ULTIMATE LAP TEK W/ SEALING WASHER GUTTER BEND END Of ROOF PANELS DOWN U51NG TOOL PROVIDED BY THE METAL BUILDING COMPANY 14x7/8" LAP TEK ULT. W/ SEALING WASHER AT 12" O.C. 1 8ga OR I Gga HEADER (1,5" HEADER SHOWN) 1/4-14X I " TEK 3 WHEN HEADER IS OVER 18" PIER REFERENCE ANCHOR SCHEDULE SEE FOUNDATION DETAILS ' )OF 7i1ELT SPAN '_i.CFFC'S6' FE 8ET - - ;All =F. IC - 1 2-3,i4 TEK % (2 ['ER N --)OE CLOSURE; �—I 2-3/4" TEK r�OR R`=TAiNER;,NGLE %DEHiND THE CLOSURE AND PLACED AT TRAPEZOID I ROOF INSULATION \ RETAINER ANGLE --(I) 1 /2"DIAx I " BOLTS (PIER TOP PLATE) #15.5-1 FLAT WA5HER INSIDE OF PIER ONLY --(3) 1 /2"DIAx I" BOLTS BOLTS AT HEADER TO PIER FLAT WASHER BOTH SIDES OF CONNECTION #8.5-1 2 ROOF LOWSIDE SAVE PIER AND Nl--ADEM 5D-3 GUTTER PARAPET CLEAT ATTACHED TO CMU WITH ZAMAC NAIL 24" O.C. #ZN .25-1.25 CMU BOND BEAM BY OTHERS (BOND BEAM TO BE CONT. ALONG PERIMETER OF CMU BLOCK WALL). rn A n A ME= -T- -r rNn S A M 4 CMU PARAPET END WALL W/ EXP. ANGLE END LAPS- FOLLOW INSTALLATION PROCEDURES AS LISTED IN ROOF SECTION. 114"- 14 X 1 1/4" ULTIMATE TEK W/ SEALING WASHER (8 PER ENDLAP) 3" STANDING SEAM ROOF PANELS TRI BEAD TAPE SEALER LOCATED OVER PRE PUNCHED HOLES BACKUP PLATE ROOF CLIP 1/4"- 1 4x 1 3/8" TEK ZEE BEAM (AS ROD. SEE PLAN) 3" STANDING SEAM ROOF PANELS GAUGE AND COLOR AS SPECIFIED IN CONTRACT 12 8 7 6 5 4 FA5TNER SEQUENCE NOTE: APPLY TRI BEAD TAPE SEALANT OVER KNIFE EDGE OF MALE SEAM OF U-DEK PRIOR TO ASSEMBLING OF U-DEK WITH FEMALE PORTION OF SEAM 1/4" X 1 114" TAP CON 12" O.C. PARAPET CLEAT ATTACHED TO CMU WITH ZAMAC NAIL 24" O.C. #ZN .25-1.25 ABOVE ROOF I.S. CLOSURE JDING SEAM ROOF GAUGE AND COLOR A5 ED IN CONTRACT ✓1 PER PLAN 3.5-1 CMU WALL BY OTHERS NOTE: IF OUTSIDE CLOSURE 15 RECESSED LE55 THAN 3" FROM OUTSIDE EDGE GRID LINE USE G.5" H.S. TRIM. IF RECESS 15 GREATER THAN 3" USE 12.5" H.S. TRIM (EXAMPLE IPS, BRICK VENEERS) TRI BEAD TAPE SEALER 1/4-14 X 1 1/4" ULTIMATE TEK 8 PER PANEL #TX3 TRI BEAD TAPE SEALER HIGH 51DE TRIM 14x7/8 LAP TEK W/ SEALING WASHER (PAINTED) CEE COLUMN AT I O' O.C. AT 51DEWALL5 2Gga x 1 114" VERTICAL PANEL SCREW TO TOP TRACK, CEE GIRT, AND BOTTOM TRACK W/ 12 x 15.D.5. 51DE LAPS TO BE SCREWED 20" O.C. W/ 14 x 7/8 LAP TEK5 I G GA. INSET CEE GIRT FOAM CLOSURE SEE PLAN FOR 5HEETLEDGE 51ZE BASE TRIM -R5 10I PANEL ENDS INTERIOR OF PANEL 1/4-14 X 7/8 ULTIMATE LAP I " TO EACH 51DE Of ROOF SEAM AND OVER MINOR RIB5 METAL OUTSIDE CLOSURE 3" STANDING SEAM ROOF PANELS ROOF INSULATION RETAINER ANGLE 12-3/4" TEK POR RETAINER ANGLE BEHIND THE CLOSURE AND PLACED AT TRAPEZOID 14 GA. TOP TRACK 12 GA. CLIP ANGLE W/ (4) # 12 TEK5 INTO CEE COLUMN AND (2) INTO GIRT REFERENCE ANCHOR SCHEDULE I Gga GALV. BOTTOM TRACK ANCHOR CEE COLUMN TO TRACK W/ (1) 12x 3/4" TEK PER SIDE 3 ROOF 111GI15IDE SAVE PANELED WALL SD -3 VERTICAL PANEL (NON INSULATED WALL) PARAPET TOP CAP TAP CON W/WASHER 1 2" O.C. #TC.25-1 .25WP PANEL TAP CON W/WASHER 1/4-14 X 7/8ULTIMATE LAP TEK W/ SEALING WASHER I " TO EACH SIDE OF ROOF SEAM AND OVER MINOR RIBS FASTENER #TX4 TRANSITION TRIM 3" STANDING SEAM ROOF METAL INSIDE CLOSURE PANELS GAUGE AND COLOR AS SPECIFIED IN CONTRACT GC 14 SAVE SUPPORT ATTACHED W/ 112" X 3 3/4" WEDGE ANCHORS #WA .5-3.75 CMU BOND BEAM BY OTHERS 5 CMU PARAPET HIGH SIDE SAVE SD -3 PARAPET OVER 12" HIGH FROM T/ROOF 1\ MARKUPS # I DATE I BY 155UE I 105-07-181 J5V I PER MARKUP5. 2 105-24-181 J5V I PER MARKUPS. IREVISIONS I # DATE I BY I 155UE 5TRUCTURAL DETAI L5 RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 u DRAWN BY DATE _ EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1 1/2" = 1' JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET �2 s 8. o W oma �� NN > ° 0, U mgt Kai g� > wW `oH a�u�u"fid p �oEo�"'�� o 5u �- hum �nm 9 i0 " =No"poOsw 5s�oZo-o" J D 4tn6 oow t, °g �� "ko � o15 n uZoNoaU)? Ed ON�F"N�a oW� w L� a=amG� Du Nw DRAWN BY DATE _ EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1 1/2" = 1' JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET ECO EFFICIENT STONE WALL TUFF CAST IP5 PANEL 12ga CONCRETE STOP FLOOR DECK SEE PLAN NOTES ECO EFFICIENT STONE WALL TUFF CAST IP5 PANEL I I I I I I I i I 0 0 I I I i I I I I I I MARKUP5 # DATE BY 155UE 1 05-07-18 J5V PER MARKUP5, 2 05-24-18 J5V PER MARKUPS. I I I —GEE COLUMN AT I O' O.G. AT 51DEWALL5 I CEE COLUMN AT 5'0.C. AT 51DEWALL5 --B" GIRT@TOP AND ECO EFFICIENT STONE WALL TUFF o o OTT O OF PANEL —I 2,3a GIRT CLIP W/ (4) # 12 TEKS CAST IP5 PANEL 12ga GIRT CLIP W/ (4) # 12 TEKS PANEL IF PARAPET 15 > THAN INTO CEE COLUMN AND (4) INTO GIRT I INTO CEE COLUMN AND (4) INTO GIRT OR EQUAL TO 2' ABOVE ROOF FLASHING AND COUNTER FLASHING — I Gga BOTTOM TRACK I Gga BOTTOM TRACK i TO PREVENT LEAKAGE ATTACH W/ 1/2"0 X 2 3/4" ATTACH W/ 1/2"0 X 2 3/4" I/4-14 X 7/BULTIMATE LAP REVISIONS EXPANSION BOLT AT 3' O.C. I EXPANSION BOLT AT 3' O.C. :A. O' TR .CK TEK W/SEALING WASHER FASTENER #TX4 MIN. EMBEDMENT 2" MIN. EMBEDMENT 2" I I' TO EACH 51DE OF ROOF SEAM AND OVER MINOR RIBS # DATE BY 155UE —TRI BEAD TAPE SEALER 3" STANDING SEAM ROOF PANELS FINISH FLOOR EL. 1 2ga CONCRETE STOP ANGLE FINISH FLOOR EL. METAL INSIDE CLOSURE GAUGE AS SPECIFIED IN CONTRACT CFF Al �: C C �" S'�DBNAL'.5�- � I FLOOR DECK SEE PLAN NOTES —1 24ja TOP TRACK 2ga TOP TRACK —I /4"- 14X I " TEK @ 1 2" O.C. 114"-14X I " TEK @ 1 2" O.C. J i2 R I _ CO . CATL J2 'r`L� , .- C4,�5-> S \—GX3.5 SAVE SUPPORT ATTACHED STRUCTURAL ECO EFFICIENT STONE WALL TUFF I 2 - 14X I TEK 3 FASTENER CAST IP5 PANEL AT 24" O.C. —CEE COLUMN AT 5'0.C. AT 51DEWALL5 CEE COLUMN AT 30" O.C. AT SIDEWALLS DETAILS LINER PANEL (VERTICAL SHOWN) 0 0 I 1 2ga GIRT CLIP W/ (4) # 12 TEKS INTO CEE COLUMN AND (4) INTO GIRT I12ga GIRT CLIP W/ (4) # 1 2 TEKS W/COLUMN (4) # AND 2 TEEKS)IINTO NTO CEE T I INTO CEE COLUMN AND (4) INTO GIRT I C GA. IN5ET a,' GIRT 12 GA. CLIP ANGLE RINEHART 55 ASSOCIAT 5 0. C. ES LLC I I 1451 RINEHAKT ROAD, SANFORD, FL 32771 1 WALL SECTION AT SIDE WALL (INSULATED) 2 WALL SECTION AT END WALL (INSULATED) / 3 -HIGH SIDE PARAPET SD -4 PANELED WALL SD -4 PANELED WALL _`\D -4j @EXTERIOR PANEL PARAPET 1 4GA. TOP TRACK CEE COLUMN AT 5' O.G. AT 51DEWALL5 2 1/2" R-19 ECO EFFICIENT STONE WALL TUFF CAST IP5 PANEL 4 END WALL PARAPET SD -4 @ EXTERIOR PANEL MIN. I Gg I G GA. INSET CEE GIRT 5'0.C. I — — 0 O I O O O O O O O O — — I"SUB GIRT5 @ TOP AND BOT OF PANEL PANEL IF PARAPET 15 > THAN OR EQUAL TO 2' ABOVE ROOF FLASHING AND COUNTER FLASHING -1 "x I " ANGLE ,RAKE ANGLE ZEE BEAM ( HEIGHT VARIES) —INTERIOR TRANSITION PLATE LINER PANEL (HORIZONTAL SHOWN) COLUMN AND (2) INTO GIRT W/ (4) # 12 TEKS INTO CEE 12 GA. CLIP ANGLE 5 HIGH SIDE PARAPET D-4 AT CMIJ INSTA,'pTI;:N f FC), (I) CENTER TtjE C E.B. ATTAGR`_,Ar.LAtvG`_ FCJr FAt, WIT1 (2)/-- .4X718 STICH SCREWS 3-4' A RCM EACH END I`ASLENER#TX4. WHEN ATTACHING THL G _-B- BE SURF THE REAR OF THE G,E,E.:'J AGAINST THE FACE OF THE PIER. (EXCEPT ON 5HURGARD PROJECT5 WHERE THE PE" KEGuiRt A 2" GAP 51TWEEN RILI: N:E R c Tnr G ER AND PIER) NJ (3) GL;'_T IN ..8. ON BOTr' 513rS PND ATTACH TO RO 5r'E',T3 P'ER IN )TALLATION PROCEDURES. 6 END WALL PARAPET SD -4 AT CMU NOTE: EIF5 BY OTHERS TO BE INSTALLED OVER IP5 PANEL G" PERIMETER WALL AND 25" 24GA ECO-FICCIENT IN5L. METAL PANELS R- 19 42" WIDE ROOF PANEL / - i " SUB GIRT5 @ TOP AND BOT OF PANEL I " SUB GIRT5 @ TOP AND BOT OF PANEL PARAPET CAP TRIM / -"4N.L I` PARAPET 15 > THAN PARAPET CAP WSa I m� p^ >_ o F m W z 3 N o G 9m519 FLASHING m�� gJ i �! / OR ECUAL TO 2 ABOVE ROOT i W WW 12'-4.5" 2ND F.F. 9.0 - i-, 4p 9U Amo 0u* �� QD Z r- ASf ZING ANT COUNTER F-ASHING �Lj Q -� FROM 15T F. F. (2) 112"0 BOLT (2) 112"0 BOLTS J PREVENT LEAKAGE 12'-O" TOP OF BLOCK PANEL IF PARAPET 15 > THAN � � TRIM FROM IST F. f. 4 X /BUIMATF LAP vJiSEA N d;A HLR AST i�ER#TX4 � I � EEO OR EQUAL TO 2' ABOVE ROOF FLASHING AND COUNTER FLASHING MiN, 8"x8' BOND -- BEAM BY OTHERS (O(� O FACT Of POC;t= 5 AM AND / �11NO2. R+BS MIN. 8"x8" BOND BEAM BY OTHERS • ti < I "x"ANGLE Z 2�� SLALFr� RAKE ANGLE CMU BY OTHERS - 35rAly' ING SLAM ROOF PANELS - rf AL 1 ",I " LCJ ,� Ri GAGE AS 7PKIIFICD IN CONTRACT % CMU BY OTHERS 3" STANDING SEAM ROOF PANELS GAUGE AS SPECIFIED IN CONTRACT ZEE BEAM ( HEIGHT VARIES) u • 0 �`- O GX' U F t SUPT ORT AT ACHEC A dCHOK5 O (1) 1 /2"DIA.x I" BOLT #8.5-1 #WA�.7 3.75 M5144 EXPA51ON ANGLE IVIN. 8'x 16" BOND BEAM MIN. 8"x 16" BOND BEAM + ` BY OTHERS BY OTHERS .. 1 /2" X 3 3/4" WEDGE ANCHORS #WA .5-3.75 5 HIGH SIDE PARAPET D-4 AT CMIJ INSTA,'pTI;:N f FC), (I) CENTER TtjE C E.B. ATTAGR`_,Ar.LAtvG`_ FCJr FAt, WIT1 (2)/-- .4X718 STICH SCREWS 3-4' A RCM EACH END I`ASLENER#TX4. WHEN ATTACHING THL G _-B- BE SURF THE REAR OF THE G,E,E.:'J AGAINST THE FACE OF THE PIER. (EXCEPT ON 5HURGARD PROJECT5 WHERE THE PE" KEGuiRt A 2" GAP 51TWEEN RILI: N:E R c Tnr G ER AND PIER) NJ (3) GL;'_T IN ..8. ON BOTr' 513rS PND ATTACH TO RO 5r'E',T3 P'ER IN )TALLATION PROCEDURES. 6 END WALL PARAPET SD -4 AT CMU NOTE: EIF5 BY OTHERS TO BE INSTALLED OVER IP5 PANEL G" PERIMETER WALL AND 25" 24GA ECO-FICCIENT IN5L. METAL PANELS R- 19 42" WIDE ROOF PANEL / INSERT CEE GIRT 5'0.C. 12ga CONCRETE STOP ANGLE TRIM W N�� WSa I m� p^ >_ o F m W z 3 N o G 9m519 FLASHING m�� gJ i �! z W WW 12'-4.5" 2ND F.F. 9.0 - i-, 4p 9U Amo 0u* �� QD Z �Lj Q -� FROM 15T F. F. (2) 112"0 BOLT (2) 112"0 BOLTS 12'-O" TOP OF BLOCK ogW P � � TRIM FROM IST F. f. � I � EEO �W MIN. I Gga CEE COLI SEE PLAN M HEADER !'EE PLAN GC 14 CROSS BEAM SUPPORT I Gga CEE COLUMN SEE PLAN TYP. 4) Ct A GUTTER STRAP AS CL05E TO EACH SIDE n= 1 CE CF. 5. A5 POSSIBLE. DO NOT RiVIT OK SCREW THE G.E.B. TO THE GUTTERS THEY Ml!S' BF. ALLOWED TO MOVE FOR EXPANSION. --T= -t F rTntT�;N�_ a01)TS ATTACHED TO THE G.E.B. yR-_ A 5110":TF1 THAN THOSE ATTACHED TO THE GUTTERS. (7) iN THE CASE WERE SCUPPERS ARE REQUIRED, CUT OUT THE BOTTOM OF THE G.E.B. TO THE INSIDE DIMENSIONS OF THE SCUPPER. RIVIT SCUPPER TO THE BOTTOM OF THE G.E.B. GUTTER EXPANSION BOX INSTALLATION DETAIi- SPLIT FACE CMU BY CUTOMER POWER LINTEL BY CUSTOMER 3 \ TY". WALL SECTION @ LOADING AREA 5D- I 1 SCALE: 1 /2" = I' LN (\ coLn (Cn �_ u uj J u ' cri W � op[:� J UJ U- GENSF No. 55 =� AT F NA �"/1111110 DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1 1/2" = I' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET SD -4 W N�� WSa I m� p^ >_ o F m W z 3 N o G 9m519 m�� gJ -a`= �! z W WW oag SS 9.0 - i-, 4p 9U Amo 0u* �� QD Z �Lj Q �N u] c�-06osm � ogW P goo g� � zn<,z s�13 z0 u��i '3 EEO �W (O(� �eCD • ti < Lu Z 2�� GENSF No. 55 =� AT F NA �"/1111110 DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1 1/2" = I' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET SD -4 MARKUP5 DATE I BY I 155UE -07-1,51 J5V I PER MARKUPS. -24-181 J5V I PER MARKUP5. REVISIONS # I DATE I BY 155UE STRUCTURAL DETAILS RINEHART 55 A550CIATE5 LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 0w tu oo sQ Z �Q Z to 00 ELEVATED CONCRETE SLAB ON COMPOSITE METAL FLOOR SINGLE CEE HEADER SEE PLAN FOR SIZE ELEVATED CONCRETE SLAB ON COMPOSITE METAL FLOOR rF r --- ELEVATED CONCRETE SLAB ON i DCUBLF C EE I EADFR / ��E PLAN FCR SIZE ELEVATED CONCRETE SLAB SINGLE CEE HEADER ELEVATED CONCRETE SLAB SEE PLAN FOR SIZE ,u`=�lJ 2X2X2 PUNCH Y S COMPOSITE METAL FLOCK 4X2X2X4 UNCH % ON COMPOSITE METAL FLOOR ON COMPOSITE METAL FLOOR 2X2X2 PUNCH "�gio�-�ca'6 � Oa DECK (SEE PLAN NOTES) vo 0aa�z�u �E�z�o��' DECK (SEE PLAN NOTES) DECK (SEE PLAN NOTES) DECK (SEE PLAN NOTES) DECK (SEE PLAN NOTES) o u= °--� w dV�� o� v. °a - .. d <A 'd ~ a. .. d - a. a -T d - d - d �OV I��p ------ ZZw ZNQ 0<6a --- — — — o— at ------ a— ---- — ----- a—o -- — --- o—o ------ zu¢�Y�gwooaN O nZ � 0 K6 0 p�r a�°'S -.0022 U 0 0 0 0 --- 0 0 0 h ~ 0 0 0 0 0 0 W 0 0 0 0 0 0 0 0 o I o f o 0 0 0 ( o 0 o (I)#12 TEK SCREW@ — — — — — — — — -- — ------ ° ° -- ° I ° I EACH EE 12 a. TOP g TRACK CONT. SINGLE CEE HEADER 1 2 a. TOP g TRACK CONT. SINGLE CEE HEADER 12 a. TOP ° c — — g TRACK CONT. -- — ° — — — ° I — I — — — — — — (I) # 1 2 TEK SCREW @ 12 o.c.-TYP. CEE HEADER BEAM CONT. M50 TRACK (4)# 12 TEK5 SEE PLAN FOR 51ZE 2X2X2 PUNCH (4)# 1 2 TEK5 SEE PLAN FOR SIZE 2X2X2 PUNCH (4)# 1 2 TEKS DOUBLE CEE HEADER 12 a. TOP TRACK CONT. DOUBLE CEE HEADER 1 2 a. TOP g DOUBLE CEE HEADER HEADER TO MS TRACK EACH SIDE EACH SIDE EACH SIDE SEF PLAN FOR SIZE (4)# 12 TEKS SEE PLAN FOR SIZE TRACK CONT. o 0 0 o ° ° ° ° SEE PLAN FOR SIZE CEE HEADER BEAM PER CEE COLUMN CEE COLUMN 4X2X2X4 PUNCH CEE COLUMN'S EACH SIDE 4X2X2X4 PUNCH (4)# 12 TEKS 4X2X2X4 PUNCH PLANS-TYP. (SEE PLAN FOR SIZE) (SEE PLAN FOR SIZE) (SEE PLAN FOR SIZE)A325-N BOLTS A325 -N BOLTS EACH SIDE A325 -N BOLTS 12" BEAM - G PER BEAM CEE COLUMN'S - 12" BEAM - G PER BEAM 3"x 18ga. PLATE 12" BEAM - G PER BEAM (SFE PLAN Fns? SIZE) J CEE COLUMN'S 24" O/C VERT.50TH 12ga. HDR BEAM 1 2ga. HDR BEAM SIDES Of COLUMNS W/ (8) (SEE PLAN FOR SIZE) BOLT COLUMNS BACK TO BACK # 12 TEKS W/ A325 -N BOLTS 2'-0" O/C VERT. 1 2ga. HDR BEAM 12ga. HDR BEAM 4" COL. SHOWN - FOR G" (2) ROWS OF BOLTS1 2 HDR BEAM 12ga. g a. HDR BEAM 12 a. HDR BEAM g 12 a. HDR BEAM g BOLT COLUMNS BACK TO BACK W/ A325 -N BOLTS 2'-0" O/C VERT. BOLT COLUMNS BACK TO BACK 4" COL. SHOWN - FOR G" (2) W/ A325 -N BOLTS 2'-0" O/C VERT. TOP VIEW OF CONNECTION TOP VIEW OF CONNECTION TOP VIEW OF CONNECTION 12ga. HDR BEAM 1 2 a. HDR BEAM j J g ROWS OF BOLTS 4" COL. SHOWN -FOR 6" (2) 1 2ga. HDR BEAM 1 2ga. HDR BEAM ROWS OF BOLTS i TOP VIEW OF CONNECTION H2 HEADER DETAIL WITH A DISCONTINUOUS END t12 HEADER DETAIL WITH A HEADER EACH SIDE OF COLUMN TOP VIEW OF CONNECTION H I HEADER DETAIL WITH A DISCONTINUOUS END H I HEADER DETAIL WITH A HEADER EACH SIDE OF COLUMN H I TO H2 HEADER DETAIL WITH A HEADER EA SIDE OF COL BACK TO BACK HEADERS SCALE: I " = I ' SCALE: I" = I' 5CALE: I" = I' SCALE: I " = I SCALE: I" = I' SCALE: I " = I' WHERE SPACING BETWEEN BLOCKING A325 BOLT PER DETAILS NOTE: EXCEEDS 40'-0" PROVIDE AN INTERMEDIATE BLOCKING MEMBER METAL STUD PER PLANS — — — — — 1. MULTIPLE COLUMNS SHOWN ON THE SECOND FLOOR FRAMING PLAN SHALL BE SUPPORTED BY EQUIVALENT MULTIPLE COLUMNS FROM FLOOR BELOW. BETWEEN STARTER BLOCKING MEMBERS. FASTEN TO HAT CHANNEL W/ (G) ° ° ° ° ° ZEE BEAM 5' O.C. 2. FASTEN CONT. MS TRACK TO MS HEADER BEAMS W/ # 12 TEK SCREWS @ 12"o.c. MAX. (STAGGERED 12" TO EACH HEADER BEAM). #12TEK5EACH 51DEOFBLOCKING --------------- -- -I ---- I PROVIDE I Gga CEE STARTER BLOCKING TOP FLOOR SHEARWALL / PARTITION PANEL —� AT COLUMN SPACING UP TO 30" TYPE U (SEE PLAN NOTES FOR GUAGE) 36" AND 14ga CEE STARTER BLOCKING AT ° ° CEE TRACK CORRUGATED SHEET METAL DECK MFG BY COLUMN SPACING UP TO GO". ° ° (8) # 1 2 TEK SCREWS MBCI W/ 3/4" RIBS SPACED AT G" O.C. FY= 80 KSI PER ASTM A-446, GRADE E. 32" 5" 7" 5" 7" 5" 32" MATCH COLUMN WIDTH. PROVIDE 4 EACH TRACK INSTALL W/ # 14X3/4" TEKS AT EAQi STARTER BLOCKING AT EA END - TYP. CORRUGATION TO THE COLUMNS AND CEE STUD INSERT PROVIDE # 12X3/4" 51DE LAP SCR.Eb'\i`= !I 20" O.C. BETWEEN THE COLUMNS (2 SIDELAF i N FASTENERS BETWEEN 5UPFORi Sj C -RUNNER SPLICE DETAIL Gill 1211 1211 G COLUMN PEK P 30" REFERENCE ANCHOR SCHEDULE- ___ 12 GA. BASE ANGLE ATTACH TO COLUMN W/ vvi 112" A-307 BOLT (4) 12-24X I 114 #5 TEK SCREWS PER 36" SEE STRUCTURAL PLANS FOR FASTNER REQUIREMENTS � Gga HAT RAIL SCREWED OffM5 COL W(lYP) FOR COLUMN USE MIN (I) # 1.2 TEK SCREWS i ---- ----- -' - - - ---- -- - - ----- -- - --, 2 T� SCREW EACH FLANGE (TYP.) ------ - - -- - '-- -- -- — -- ------ - -- 112"x I Gga CONT. HAT / CHANNEL RAIL BRACING ON — 112" ' GGA 5` RUCTU SAI RAIL W/ !2) 112" o ONE SIDE PANEL ON OTHER. PLACE CONT. HATHIiRD 12ga CONTINUOUS TOP TRACK.- -- i TLS O �TuD IIID PCINT OR CORRUGATLU SWEET VILTAL DECK MFG BY CHANNEL @ T/PARTION / PCi"JT BRACING - PANEL ELEVATION. SEE STRUCTURAL PLANS 12-24X 1 1/4 #5 TEK SCREW SIDELAP - - - FASTENER AT 12"o.c. MAX. ` ° ° 0 G,�o FOR FA5TNER REQUIREMENTS (G) # 12 TEKS TO EACH BLOCK EACH SIDE (TYP.) I° VERTICAL STUDS SEE PLANS MIN (1) # 12 TEK SCREW EACH FLANGE (TYP.) I LOAD BEARING FRAMED WALL OR STEEL BEAM FOR SIZE * SPACING ° ° ° ° ° BELOW -SEE PLAN SHEETS FIRST FLOOR SHEARWALL /PARTITION PANEL TEK SIZE = # 12-1 4x3/4" HWH TRAXX/3 TEK TYPE U (SEE PLAN NOTES FOR GUAGE) CORRUGATED SHEET METAL DECK MFG BY FASTEN METAL FLOOR DECK TO LOAD BEARING WALL BELOW WITH (1) 12-24X 1 1/4 MBCI W/ 3/4" RIBS SPACED AT G" O.C. FY= 80 K51 PER ASTM A -44G, GRADE E.INSTALL W/ # 14X3/4" TEKS AT EACH I/2" I GGA STRUCTURAL RAIL W/ (2) 0 ' #5 TEK SCREW IN A 3G/4 PATTERN BLOCK AND RAIL BRIDGING STUD TO TRACK CONNECTION DETAIL CORRUGATION TO THE STUDS AT 30" O.C. # 12 TEKS TO STUD @MID POINT SCALE: I" = I' SCALE: I" — I' I I CORRUGATED SHEET METAL DECK M MFG BY ° ° ° ° COLUMN PER PLAN— THIRD POINT BRACINGDESIGNATED LONGITUDINAL SHEARWALL BELOW. SEE PLANS FOR LOCATION (IF REQUIRED). _qj I GGA. CONTINUOUS BOT TRACK —— REFERENCE ANCHOR SCHEDULE FASTEN FLOOR DECK TO BRACE ONLY ADDITIONAL I # 12x3/4" EA. SIDE TYP. ° ° ° ° ° ° ° LW/ N2 I 1 2-24X AL S 1 /4 #5 TEK SCREWS @ 1 2"o.c. MAX. ADDITIONAL BRACE ONLY I REACHPANEL PTRA ES NOT If ETO ES NOT I TO K) I REACH PTRA K) I LOAD BEARING FRAMED WALL STEEL I RAIL ° ° ° BELOW-SEOR B PLAN SHEETS 12ga CONTINUOUS TOP TRACK. I j / # 12EAM TE 5A O STUD @ MID POINT2OR CORRUGATED SHEET METAL DECK MFG BY FASTEN METAL FLOOR DECK TO LOAD N m THIRD POINT BRACING BEARING WALL BELOW WITH (I) 12-24X I 1/4 _ = w w 12-24X 1 1/4 #5 TEK SCREW SIDELAP j o #5 TEK SCREW IN A 3G/4 PATTERN Q Q FASTENER AT 1 2"o.c. MAX. 1 2-24X I 1/4 #5 TEK SCREW SIDELAP I I -'J z I I z I I z z ° o 'o FASTENER AT 12"o.c. MAX. I Oz I z0 (� ° FASTEN METAL DECK TO EDGE OF F= I I 1= I I a- IL FIRST FLOOR SHEARWALL/ PARTITION yI DECK SUPPORT ANGLE OR EXTERIOR FRAMED I I I � LL PANEL ,�--'! WALL W/ (2) 12-24X 1 1/4 #5 TEK Q Q O O TYPE U (SEE PLAN NOTES FOR GUAGE) SCREWS IN A 3G/4 PATTERN a- I ( o- I I F- CORRUGATED SHEET METAL DECK MFG BY o o 11- O I ( O 0 I I MBCI W/ 3/4" RIBS SPACED AT G" O.C. FY= 80 KSI PER ASTM A -44G, GRADE E. = m = = = m = INSTALL W/ # 14X3/4" TEKS AT EACH__ - EDGE OF DECK SUPPORT ANGLE OR EXTERIOR FRAMED WALL U U II = II CORRUGATION TO THE STUDS AT 30" O.C. ?1T-� = z BELOW -SEE PLAN SHEETS ------- )121 i/2" GGA STRUCTURAL RAIL W/ (2) I = = I I = I = I # 12 TEKS TC STUD @ MID POINT OR o 0 0 0 0 0 0 CORRUGATED SHEET METAL DECK MFG BYH I I THIRD FO!N'T 5,RACING ° ° ° ° ° ° o 0 i I I I I COLUMN PER PLAN I I I GGA. CONTINUOUS BOT TRACK / REFERENCE ANCHOR SCHEDULE 12-24X 1 1/4 #5 TEK AT 6 o.c. MAX. � '� I i I � #I FxF, A. EDGE OF DECK SUPPORT ANGLE i I I I I I \ OR EXTERIOR FRAMED WALL BELOW -SEE PLAN SHEETS MID POINT BRACE THIRD POINT BRACE MID POINT BRACE THIRD POINT BRACE TYPICAL SECTION AT HORIZONTAL PARTITIONING SCALE: I " = I' PANELIZED COLUMN BRACING LATERAL BRACING SYSTEM 2VL1 OR 3VLI COMPOSITE METAL FLOOR DECK ATTACHMENT DETAIL SCALE: I " = I ' SCALE: I` = I' MARKUP5 DATE I BY I 155UE -07-1,51 J5V I PER MARKUPS. -24-181 J5V I PER MARKUP5. REVISIONS # I DATE I BY 155UE STRUCTURAL DETAILS RINEHART 55 A550CIATE5 LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 0w tu oo sQ Z �Q Z to 00 M. g O �GENsF No. 554 -o T O ON A I. f DRAWN BY DATE EDJ 02-09-I8 CHECKED BY DATE RMB 05-10-18 5CALE 1 1/2" = I' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET ,u`=�lJ NN Y S U mom kmrd �N "�gio�-�ca'6 � Oa vo 0aa�z�u �E�z�o��' Wg�� o" a aaw Ww as a^� oo o u= °--� w dV�� o� oW 0gg• wa>n m -m ~ wwwwZ -z Oaa�p��NV N�=wK z 1- 06 0 ^gym i0 �Zj FwoF02 po�°°o[ �OV I��p QU ZZw ZNQ 0<6a ou== Vzo zu¢�Y�gwooaN O nZ � �� °�ZZ� K6 0 p�r a�°'S -.0022 U ~ I1JN2Q �{� W M. g O �GENsF No. 554 -o T O ON A I. f DRAWN BY DATE EDJ 02-09-I8 CHECKED BY DATE RMB 05-10-18 5CALE 1 1/2" = I' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET LOW FIXED CLIP[—COLUMN STOPS 3/4" BELOW ZEE BEAM - - - - - - - - - - - - - - - - - - - - - - - - - - K/Ko/�O/�f�I/N/S ULATION /ROOF INSULATION TOP TRACK 2-1/4"- 1 4x I " TEK FASTENER #T I B G" R- 19 WALL INSULATION 5-0" WIDE INSTALLED VERTICALLY CEE COLUMN PER PLAN ON 5-0" CENTERS CEE COLUMN BASE ANGLE OR BASE TRACK I X 12X2Gga GALVALUME PARTITION ANGLE USED TO EXTEND PARTITION PANEL TO UNDER SIDE OF ROOF PURLIN[SEE PLAN]. MAY NOT APPLY TO LOWER FLOORS OF MULTI -STORY 12X3/4 TEK@ G" O.C. VERTICALLY FASTENER #T I A -PANEL GUAGE PER CONTRACT REFERENCE ANCHOR SCHEDULE a aa , � a a a a e a a. a a a o a a as d a a a BOTTOM OF ROOF TO FINISHED FLOOR =< 9'- 10" 3 SHEETS * PARTION ANGLE > 9'- 1011 < 1 114" 3.5 SHEETS * PARTITION ANGLE > 1 1'-4" < 12'0" 4 SHEETS * PARTITION ANGLE INTERIOR INSULATED WALL RUNNING WITH PURLINS —FIELD NOTCH PARTITIONS ON INSULATED WALLS RUNNING PERPENDICULAR TO PURLINS i I O O I I I I I I I I I I I O O O O O O I I I I I I I cv + O I I I I 10 O I I I I I ' I I I I o I O -- -- -- - -- —— ------ — " U�In i I I I ipV V 0 V Il.l U I I I I I I I I I 0 0 n " U�In I I I I I I I ipV V 0 V Il.l U I � i INTERIOR I N5U LATED WALL RUNNING PERPENDICULAR TO PURLIN 5 CEE COLUMN PER PLAN 29ga OR 2G6ja "U" PANEL HORIZONTAL C51 CEE COLUMN PER PLAN "U" PANEL MAY EXTEND PAST INSULATED WALLS * STOP ELSEWHERE IN5ULATED WALL FRAMING 29ga OR 2Gga "U' HORIZONTAL INSULATION PER 1MDE 1rjSTALLED' I I I 3x3 2G6ja 1/5 CORN I � 3x3 2Gga 1/5 CORNER HORIZONTAL WIDE INSTALLED VERTICALLY GENERIC INSULATION WALL LAYOUT 29ga OR 26ga "U" PANEL (NOTE: INSULATED WALLS 5HEETED LEFT TO RIGHT) HORIZONTAL Li 29ga OR 2Gga "U" PANEL HORIZONTAL M CLOSURE TYP. x3 ANGLES COLUMN PER PLAN 2Gga 0/5 CORNER MARKUPS DATE I By 155UE 05-07-18 J5V PER MARKUPS. 05-24-18 J5V PER MARKUP5. REV1510N5 I # I DATE I BY I ISSUE I 5TRUCTURAL D ETAI L5 RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANP0RD, FL 32771 a p . NS4$ No. 554 �. T O sS/O N A 1- DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB OS -10.18 SCALE 1 1/2" = 1' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET SD -7 n " U�In ipV V V Il.l U �mQ VN W ]ipFZ" \rj /� Z �'O U��(gg � � Www `°�� per° oN�� -fi- > O u OU at p � an 5ga r2 n kg �u= 'n�Q<.tz' zm?�diz �z k sW o" Vu�Vg" O CJ �� p s �9 NLL'� p . NS4$ No. 554 �. T O sS/O N A 1- DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB OS -10.18 SCALE 1 1/2" = 1' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET SD -7 14x 7/8" ULTIMATE LAP TEK METAL IN51DE CLOSURE GUTTER STRAP AT 4' O.C.(5UNBELT) AT 2' O.C.(SNOWBELT) 14x 7/8" ULTIMATE LAP TEK W/ SEALING WASHER GUTTER BEND END OF ROOF PANELS DOWN U51NG TOOL PROVIDED BY THE METAL BUILDING COMPANY 14x7/8" LAP TEK ULT. W/ SEALING WASHER AT 12" O.C. 2 3/4" LINTEL I " SUB GIRT5 @ TOP AND BOT OF PANEL PANEL IF PARAPET 15 > THAN OR EQUAL TO 2' ABOVE ROOF FLASHING AND COUNTER FLASHING TO PREVENT LEAKAGE 1/4-14 X 7/8ULTIMATE LAP TEK W/5EAUNG WASHER FASTENER #TX4 I " TO EACH 51DE OF ROOF SEAM AND OVER MINOR RIBS 3" STANDING SEAM ROOF PANELS GAUGE AND COLOR AS SPECIFIED IN CONTRACT TRI BEAD TAPE SEALER METAL INSIDE CLOSURE GX3.5" EAVE SUPPORT ATTACHED W/ 1/2" X 3 3/4" WEDGE ANCHORS #WA .5-3.75 @48" O.G. LOW51 DE EAVE W/ 2-3/4" LINTEL @ ELEVATOR SCALE: 1 112" = 1' 1/4-14 x 1 1/4" ULTIMATE LAP TEK TRI BEAD TAPE SEALER FULL LENGTH OF EAVE OVER AND UNDER 1/5 CLOSURE 12-3/4" TEK (2 PER INSIDE CLOSURE) 3" STANDING SEAM ROOF PANELS GAUGE AND COLOR AS SPECIFIED IN CONTRACT MIN. 8"x8" BOND BEAM 112N 3 3/4" WEDGE ANCHORS 848" O.G. M MIN. 8"x I G" BOND BEAM 4" IN. IMPORTANT: M51 54 PURLIN LXTLN51ON NOTE TO CONTRACTOR: ATTACHED Wl (r) I /4 14x I " CMU BOND BEAM REQUIRED AT THI5 E KFA5FL ER# -'3 LOCATION. BOND BEAM MUST BE 50LID 1;2DAx I BO[ #B.5 -I -- FILLED WITH 3000p5i CONCRETE (VIBRATE AS MS 144 LXPT510N ANGLE -- REQUIRED TO ALLEVIATE AIR POCKETS) All MORTER 15 NOT ACCEPTABLE. IF BOND BEAM #WA .5-3.75 15 NOT PRESENT OR 15 IMPROPERLY @48" O.C. CONSTRUCTED METAL BUILDING COMPANY WII MIN. 8"x I G" BOND BEAM NOT BE RESPONSIBLE FOR COSTS INCURRED I BY U51NG ANOTHER ANCHOR SYSTEM OTHER O THAN WHAT 15 SPECIFIED ON THE DETAILS. Wuiun� CONTRACTOR 15 AL50 RESPONSIBLE FOR LL IF PARAPET 15 > THAN VERIFYING ALL MASONRY WALL HEIGHTS. I METAL BUILDING COMPANY WILL NOT BE �UAI- 10 2' ABOVE ROOF RESPONSIBLE FOR C05T5 INCURRED DUE TO CMU BOND BEAM 0 .: INCORRECT MASONRY WALL HEIGHTS OTHER W��T1.Z�F ZN NN v -"K THAN SPECIFIED ON OUR DRAWINGS. 1/4-14 X 7/8 ULTIMATE LAP I"TO EACH SIDE OF ROOF SEAM AND OVER MINOR R05 METAL OUTSIDE CLOSURE 3" STANDING SEAM ROOF PANELS - GAUGE AND COLOR AS SPECIFIED IN CONTRACT MIN. 8"x8" BOND BEAM- 1/2"x 3 3/4" WEDGE ANCHORS - @48" O.C. CMU - MIN. 8"x I G" BOND BEAM IMPORTANT: NOTE TO CONTRACTOR: CMU BOND BEAM REQUIRED AT THI5 LOCATION. BOND BEAM MUST BE SOLID FILLED WITH 3000p51 CONCRETE (VIBRATE AS REQUIRED TO ALLEVIATE AIR POCKETS) MORTER 15 NOT ACCEPTABLE. IF BOND BEAM 15 NOT PRESENT OR IS IMPROPERLY CONSTRUCTED METAL BUILDING COMPANY WILL NOT BE RESPONSIBLE FOR C05T5 INCURRED BY U51NG ANOTHER ANCHOR SYSTEM OTHER THAN WHAT IS SPECIFIED ON THE DETAILS. CONTRACTOR 15 AL50 RESPONSIBLE FOR VERIFYING ALL MASONRY WALL HEIGHTS. METAL BUILDING COMPANY WILL NOT BE RESPONSIBLE FOR COSTS INCURRED DUE TO INCORRECT MASONRY WALL HEIGHTS OTHER THAN SPECIFIED ON OUR DRAWINGS. TRI BEAD TAPE SEALER 1/4-14 X 1 1/4" ULTIMATE TEK 8 PER PANEL #TX3 TRI BEAD TAPE SEALER HIGH 51DE TRIM 14x7/6 LAP TEK. W/ 5EALINC'VA5111ER (P�INTI=O) 5 3/4" LINT --l_ 5UB GIRT5 @ TOP AND BOT OF PANEL PANEL IF PARAPET 15 > THAN OR EQUAL TO 2' ABOVE ROOF —FLASHING AND COUNTER FLASHING TO PREVENT LEAKAGE 1/4-14 X 7/BULTIMATE LAP TEK W/SEALING WASHER FASTENER #TX4 I " TO EACH SIDE OF ROOF 5EAM AND OVER MINOR RIBS AA 3" STANDING SEAM ROOF PANELS GAUGE AND COLOR AS SPECIFIED IN CONTRACT TRI BEAD TAPE SEALER METAL INSIDE CLOSURE GX3.5" EAVE SUPPORT ATTACHED W/ 112" X 3 3/4" WEDGE ANCHORS #WA .5-3.75 @48" O.C. HIGH51DE EAVE W/ 5-3/4" LINTEL @ ELEVATOR SCALE: 1 112" = 1' 114'- 1 4X I " TEK FASTENER #T I B THROUGH SAVE CHANNEL INTO ZEE BEAM WHEN INSTALLING RAKE SUPPORT LOCATE SCREWS IN CENTER OF SLOTTED HOLE IN RAKE ANGLE (2'-G" O.C.) AT MID SPAN BETWEEN ZEE BEAMS NG TRI BEAD TAPE SEALER 3" SiAANEL5 ;SEAM ROO` PANELS I X I ANGLE ROOF CLIP 114-1 4X 1 1/4" ULTIMATE TEK AT 9" O.C. W/ SEALING WASHER RAKE SUPPORT (3X3 ANGLE) ---- ----W- o o - ZEL BEAM ! HEIGH =VARIES) —J — MIN. 8"x I G" BOND BEAM IMPORTANT: NOTE TO CONTRACTOR: CMU BOND BEAM REQUIRED AT THIS LOCATION. BOND BEAM MUST BE 5OLID FILLED WITH 3000psi CONCRETE (VIBRATE AS REQUIRED TO ALLEVIATE AIR POCKETS) MORTER 15 NOT ACCEPTABLE. IF BOND BEAM 15 NOT PRESENT OR 15 IMPROPERLY CONSTRUCTED METAL BUILDING COMPANY WILL NOT BE RESPONSIBLE FOR COSTS INCURRED BY U51NG ANOTHER ANCHOR SYSTEM OTHER THAN WHAT 15 SPECIFIED ON THE DETAILS. CONTRACTOR 15 AL50 RESPONSIBLE FOR VERIFYING ALL MASONRY WAIL HEIGHTS. METAL BUILDING COMPANY WILL NOT BE RESPONSIBLE FOR COSTS INCURRED DUE TO INCORRECT MASONRY WALL HEIGHTS OTHER THAN SPECIFIED ON OUR, DRAWINGS. ENDWALL (RAKE) @ ELEVATOR 5CALF: ! 112" PANEL IF PARAPET 15 > THAN M51 54 PURLIN LXTLN51ON OR EQUAL TO 2' ABOVE ROOF ATTACHED Wl (r) I /4 14x I " CLEAR AHESIVE FILM WALL FOR E KFA5FL ER# -'3 0 1;2DAx I BO[ #B.5 -I -- — - MS 144 LXPT510N ANGLE -- � All GAUGE AS SPECIFIED IN CONTRACT #WA .5-3.75 ROOF CLIP - -- @48" O.C. ZEE BEAM ( HEIGHT VARIES) MIN. 8"x I G" BOND BEAM O MIN. 8"x I G" BOND BEAM IMPORTANT: NOTE TO CONTRACTOR: CMU BOND BEAM REQUIRED AT THIS LOCATION. BOND BEAM MUST BE 5OLID FILLED WITH 3000psi CONCRETE (VIBRATE AS REQUIRED TO ALLEVIATE AIR POCKETS) MORTER 15 NOT ACCEPTABLE. IF BOND BEAM 15 NOT PRESENT OR 15 IMPROPERLY CONSTRUCTED METAL BUILDING COMPANY WILL NOT BE RESPONSIBLE FOR COSTS INCURRED BY U51NG ANOTHER ANCHOR SYSTEM OTHER THAN WHAT 15 SPECIFIED ON THE DETAILS. CONTRACTOR 15 AL50 RESPONSIBLE FOR VERIFYING ALL MASONRY WAIL HEIGHTS. METAL BUILDING COMPANY WILL NOT BE RESPONSIBLE FOR COSTS INCURRED DUE TO INCORRECT MASONRY WALL HEIGHTS OTHER THAN SPECIFIED ON OUR, DRAWINGS. ENDWALL (RAKE) @ ELEVATOR 5CALF: ! 112" ►•� I ►..==::•7�0 ►•� �4 =� ON PANEL IF PARAPET 15 > THAN 2%CD BLOCKING BY OTHERS OR EQUAL TO 2' ABOVE ROOF � CLEAR AHESIVE FILM WALL FOR 3" STANDING 0 1.1 ►•� SEAM ROOF PANELS ROLLED OVER CENTER ANGLE'a'aU Lu U 3" STANDING SEAM ROOF PANELS GAUGE AS SPECIFIED IN CONTRACT 13 CF AN'L ROOF CLIP - -- lu ZEE BEAM ( HEIGHT VARIES) I X5X I ZEE ANGLE O I 2X I ANGLE 2X I ANGLE O ►•� I ►..==::•7�0 ►•� �4 =� ON ZEE BEAM PER PLAN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — DETAIL AT TURNED ROOF BEHIND ELEVATOR SCALE: 1 112" = I I RAKE TRIM 14x7/8 LAP TEK W/ SEALING WASHER (PAINTED) PANEL IF PARAPET 15 > THAN OR EQUAL TO 2' ABOVE ROOF =LASHING AND COUNTER FLASHING I"xI"ANGLE RAKE ANGLE ANDING SEAM ROOF PANELS ;E AS SPECIFIED IN CONTRACT ZEE BEAM ( HEIGHT VARIES) (1) 1 /2"DIA.x " BOLT #8.5-1 M5144 EXPA51ON ANGLE 112" X 3 3/4" WEDGE ANCHORS #WA .5-3.75 @48" O.C. . 3" STANDING SEAM ROOf PANELS / F GAUGE AS SPECIFIED IN CONTRACT /El L INSID' CI OSJR \ �_ - car r ; �—GX3.5" EAVE SUPPORT ATTACHED W/ 1/2" X 3 3/4" WEDGEANCHOR5 #WA .5-3.75 CMU BOND BEAM IMPORTANT: NOTE TO CONTRACTOR: CMU BOND BEAM REQUIRED AT THI5 LOCATION. BOND BEAM MUST BE SOLID FILLED WITH 3000p51 CONCRETE (VIBRATE AS REQUIRED TO ALLEVIATE AIR POCKETS) MORTER 15 NOT ACCEPTABLE, IF BOND BEAM 15 NOT PRESENT OR IS IMPROPERLY CONSTRUCTED METAL BUILDING COMPANY WILL NOT BE RESPONSIBLE FOR C05T5 INCURRED BY U51NG ANOTHER ANCHOR SYSTEM OTHER THAN WHAT 15 SPECIFIED ON THE DETAILS. CONTRACTOR 15 ALSO RESPONSIBLE FOR VERIFYING ALL MASONRY WALL HEIGHTS. METAL BUILDING COMPANY WILL NOT BE RESPONSIBLE FOR C05TS INCURRED DUE TO INCORRECT MASONRY WALL HEIGHTS OTHER HIGH 51DE PARAPET AT CMU STANDARD HOOK, TYP 2'-8" LAP SECTION (STEPPED BOND BEAM) WOOD BLOCKING BY OTHERS 24" CLEAR ADHESIVE FILM OVER WALL FOR WEATHER SHIELD AS NEEDED I" SUB GIRT5 @ TOP AND BOT OF PANEL PARAPET PANEL IF PARAPET 15 > THAN 2%CD BLOCKING BY OTHERS OR EQUAL TO 2' ABOVE ROOF � CLEAR AHESIVE FILM WALL FOR 3" STANDING i ",'ETHER 71i11ELD AS NEED DYER SEAM ROOF PANELS ROLLED OVER CENTER ANGLE'a'aU Lu U 3" STANDING SEAM ROOF PANELS GAUGE AS SPECIFIED IN CONTRACT 13 CF AN'L ROOF CLIP - -- lu ZEE BEAM ( HEIGHT VARIES) I X5X I ZEE ANGLE O I 2X I ANGLE 2X I ANGLE O Wuiun� (1) 1 /2"DIA.x I" BOLT #B.5- 1 LL IF PARAPET 15 > THAN 5144 EXPASION ANGLE I / �UAI- 10 2' ABOVE ROOF WEDGE ANCHORS CMU BOND BEAM 0 .: #WA .5-3.75 W��T1.Z�F ZN NN v -"K IMPORTANT: UU00 NOTE TO CONTRACTOR: IED � CMU BOND SEAM REQUIRED AT THI5 AFING AND COUNTER FLA51-iiNG LOCATION. BOND BEAM MUST BE SOLID _ t��p FILLED WITH 3000p51 CONCRETE (VIBRATE AS rtiEVENII_EAKAGE REQUIRED TO ALLEVIATE AIR POCKETS) tu Oo MORTER 15 NOT ACCEPTABLE. IF BOND BEAM ' 'F 15 NOT PRESENT OR IS IMPROPERLY O CONSTRUCTED METAL BUILDING COMPANY WILL NOT BE RESPONSIBLE FOR COSTS INCURRED BY U51NG ANOTHER ANCHOR SYSTEM OTHER k'j THAN WHAT 15 SPECIFIED ON THE DETAILS. k LI I ----- -- ---------- ----- ---- — — — — — — — — — — _— ----------- — - -- : xl ! i F/, ,TLNER #TX4 10L C )IX OF ROOF SEAM AND L ZEE BEAM PER PLAN V.J BEAD TAPE5EALFR ZEE BEAM PER PLAN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — DETAIL AT TURNED ROOF BEHIND ELEVATOR SCALE: 1 112" = I I RAKE TRIM 14x7/8 LAP TEK W/ SEALING WASHER (PAINTED) PANEL IF PARAPET 15 > THAN OR EQUAL TO 2' ABOVE ROOF =LASHING AND COUNTER FLASHING I"xI"ANGLE RAKE ANGLE ANDING SEAM ROOF PANELS ;E AS SPECIFIED IN CONTRACT ZEE BEAM ( HEIGHT VARIES) (1) 1 /2"DIA.x " BOLT #8.5-1 M5144 EXPA51ON ANGLE 112" X 3 3/4" WEDGE ANCHORS #WA .5-3.75 @48" O.C. . 3" STANDING SEAM ROOf PANELS / F GAUGE AS SPECIFIED IN CONTRACT /El L INSID' CI OSJR \ �_ - car r ; �—GX3.5" EAVE SUPPORT ATTACHED W/ 1/2" X 3 3/4" WEDGEANCHOR5 #WA .5-3.75 CMU BOND BEAM IMPORTANT: NOTE TO CONTRACTOR: CMU BOND BEAM REQUIRED AT THI5 LOCATION. BOND BEAM MUST BE SOLID FILLED WITH 3000p51 CONCRETE (VIBRATE AS REQUIRED TO ALLEVIATE AIR POCKETS) MORTER 15 NOT ACCEPTABLE, IF BOND BEAM 15 NOT PRESENT OR IS IMPROPERLY CONSTRUCTED METAL BUILDING COMPANY WILL NOT BE RESPONSIBLE FOR C05T5 INCURRED BY U51NG ANOTHER ANCHOR SYSTEM OTHER THAN WHAT 15 SPECIFIED ON THE DETAILS. CONTRACTOR 15 ALSO RESPONSIBLE FOR VERIFYING ALL MASONRY WALL HEIGHTS. METAL BUILDING COMPANY WILL NOT BE RESPONSIBLE FOR C05TS INCURRED DUE TO INCORRECT MASONRY WALL HEIGHTS OTHER HIGH 51DE PARAPET AT CMU STANDARD HOOK, TYP 2'-8" LAP SECTION (STEPPED BOND BEAM) WOOD BLOCKING BY OTHERS 24" CLEAR ADHESIVE FILM OVER WALL FOR WEATHER SHIELD AS NEEDED I" SUB GIRT5 @ TOP AND BOT OF PANEL PARAPET END WALL PARAPET AT CMU NOTE: VERT FILLED CELL REIN F NOT SHOWN FOR CLARITY MARKUPS DATE BY ISSUE 07 18 J15V PER MARKUPS. -24-18 J5V PER MARKUPS. REVISIONS # DATE I BY I55UE STRUCTURAL DETAILS RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 Q_ PANEL IF PARAPET 15 > THAN OR EQUAL TO 2' ABOVE ROOF FLASHING AND COUNTER FLASHING u 1 "x I " ANGLE CMU RAKE ANGLE Lu U 3" STANDING SEAM ROOF PANELS GAUGE AS SPECIFIED IN CONTRACT m3P ��Z 5 WW lu ZEE BEAM ( HEIGHT VARIES) O O I g� O Wuiun� (1) 1 /2"DIA.x I" BOLT #B.5- 1 \- 5144 EXPASION ANGLE Qz /2" X 3 3/4" UI WEDGE ANCHORS CMU BOND BEAM 0 .: #WA .5-3.75 W��T1.Z�F ZN NN v -"K IMPORTANT: UU00 NOTE TO CONTRACTOR: IED � CMU BOND SEAM REQUIRED AT THI5 J LOCATION. BOND BEAM MUST BE SOLID _ t��p FILLED WITH 3000p51 CONCRETE (VIBRATE AS N�azQaw�z� REQUIRED TO ALLEVIATE AIR POCKETS) tu Oo MORTER 15 NOT ACCEPTABLE. IF BOND BEAM ' 'F 15 NOT PRESENT OR IS IMPROPERLY O CONSTRUCTED METAL BUILDING COMPANY WILL NOT BE RESPONSIBLE FOR COSTS INCURRED BY U51NG ANOTHER ANCHOR SYSTEM OTHER k'j THAN WHAT 15 SPECIFIED ON THE DETAILS. CONTRACTOR IS AL50 RESPONSIBLE FOR ED Lu / VERIFYING ALL MASONRY WALL HEIGHTS. 'G METAL BUILDING COMPANY WILL NOT BE RESPONSIBLE FOR C05T5 INCURRED DUE TO INCORRECT MASONRY WALL HEIGHTS OTHER END WALL PARAPET AT CMU NOTE: VERT FILLED CELL REIN F NOT SHOWN FOR CLARITY MARKUPS DATE BY ISSUE 07 18 J15V PER MARKUPS. -24-18 J5V PER MARKUPS. REVISIONS # DATE I BY I55UE STRUCTURAL DETAILS RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 Q_ W u uyu Lu U , ^ v J e� m3P ��Z 5 WW lu AM k5� 4X N JIT �N a• O I g� <� Wuiun� ,a �a w�, Qz UI �a ro'r �n'"rn e� W��T1.Z�F ZN NN v -"K z UU00 Q Z IED � 1oo€ow 5"�iozo�o� J °OU _ t��p N� N�azQaw�z� tu Oo gOp ' 'F H'i ) 0?z uJ�X(�!udl�OAH �� J u- ' (f1 W 00 c� Q �° z�.. o� w M. p .. �VGENs� _ No. 55 -0 AT F Ilk- F .. • 'NGS �:'/ ss �NA1- '''/I111111►1`` 'C / 1 DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB OS- I O- i 8 SCALE JOB NUMBER 2035 FILE NAME 2035-STR.DWG SHEET i J u uyu Lu U n�a e� m3P ��Z 5 WW m00*uu �`=d AM k5� 4X N JIT �N a• OCZ�Z°Zaln IL/ g� a Wuiun� ,a �a w�, oT o$ UI NNW KQ ro'r �n'"rn e� W��T1.Z�F ZN NN v -"K z UU00 2ppmn IED � 1oo€ow 5"�iozo�o� J °OU _ t��p Q Q <u N�azQaw�z� gOp ' 'F H'i ) 0?z uJ�X(�!udl�OAH O U k'j ED Lu / am 'G Ll NWN M. p .. �VGENs� _ No. 55 -0 AT F Ilk- F .. • 'NGS �:'/ ss �NA1- '''/I111111►1`` 'C / 1 DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB OS- I O- i 8 SCALE JOB NUMBER 2035 FILE NAME 2035-STR.DWG SHEET i ADDITIONAL ROOF FRAMING REQ. ONLY FOR ROOF M— " "-- LOUVER CON SEE MECh L CL w 0 L � LJ = w N 0 O� LL_ " F— L Lu �z Og 0n Ow �— 0L O� 0 It Lu ROOF MOUNTED 1 L LOUVER - NOA -1 # 15-1013.02 HOIST BEAM, SEE SECTION ZEE BEAM m SEE PLAN CD ELEVATED FLOOR SLAB, SEE PLAN NOTES ELEVATED FLOOR SLAB, SEE PLAN NOTES CMU WALL BY OTHERS mme v ROOF CURB - BY LM CURB NOTES: I . SEE PLAN FOR HOIST BEAM AND ZEE BEAM LOCATION AND ORIENTATION. 2. SEE MECH. PLANS FOR SIZE, LOCATION, AND TYPE (WALL OR ROOF MOUNTED) LOUVER. 3. IF ROOF MOUNTED CURB IS REQUIRED, THEN ADDITIONAL ROOF FRAMING FRAMING SHALL BE REQ. SEE RTU SUPPORT FRAMING DETAIL FOR FRAMING REQ. ZEE BEAM=SEE_PLAN 8"X I G" BOND BEAM +� F07 o� w MIN. 8"X 10 BOND BEAM SEE SCH. MIN. 8"X I G" BOND BEAM SEE SCH. z Lu CMU WALL BY Q OTHERS O LL Ow 1 v O 0 SCALE: I SECTION @ ELEVATOR 3 STOGY 14 4-1/2'MIN. EMBED. ANCHOR (W/ SCREEN MASONRY TUBES Ir RE ) WALL (CMU OR SUPPORT BEAM CONC.) A 0 0 A �- - (2) ;"0 A307 TYPE N BOLT - 5/b X 1 114" SLOTS 4--- 2ga EXP. ANGLE NOTES: 8 1. NOT ALL HOLES RECEIVE ANCHORS. 2. ADDITIONAL HOLES PROVIDED TO AVOID MASONRY JOINTS G" 3. DO NOT SPACE ANY 2 ANCHORS CLOSER THAN 8" 2" N N • ell 0 5/8" DIA. HOLES SECTION A -A 8' 1 2cja CLIP ANGLE FASTENED TO M5 EA. FLANGE W/ GZ 12 Mlr . y _ (2) 112'0 BOLTS (TYP.) OR GC 12 4C 14 MA501�Y OPEN i / \ COORDINATE W/ REQ. OF MECH. DWGS MAX. UNIT f- CURB WEIGHT = 1 ,000 Ib5. RTU, EXHAUST FAN, OR LOUVER SUPPORT FRAMING (SEE MECHANICAL DWG5 FOR LOCATION, QUANTITY, AND SIZE PRIOR TO TAKEOFF TO ENSURE PROPER BUILDING COMPONENTS ARE ORDERED AND SHIPPED) 4C14 P ADDITIONAL ROOF FRAMING REQ. ONLY FOR ROOF MOUNTED LOUVER CONDITION - SEE MECH. DWGS. 12 6.. MIN MIN TYP O O i c 0 3�1 -I Za- : \ L Cx4x3/8 E5 W/ (2) 3/4"0 A325 BOLTS IN 1 -51 - HOLES. "FINGERTIGHTEN" THEN PEEN THREADS. AND (4) 3/4"0 EPDXY ANCHORS (5" MIN EMBED), TYP. TYP, UNO. PROVIDE A MIN OF (3) GROUT PILLED CELLS A ALL AROUND DOLTS 1N/ A MIN OF 4 SOLID ; - GRC'DT ---- --- / T/ STL EL LJ SEE ROOF FMG PLAN z j A SCAL_: z S E CT 10 N (ELEVATOR SPREADER BEAM) W8x 15 12.. MIN ZEE BEAM - SEE PLAN TYP hOIST BEAM, CONT. BB 1 0 o SEE SECTION AROUND 0 o Q== T/CMU WALL NOTES: I . SEE PLAN FOR HOIST BEAM AND ZEE BEAM LOCATION AND ORIENTATION. 2. SEE MECH. PLANS FOR SIZE, LOCATION, AND TYPE (WALL OR ROOF MOUNTED) LOUVER. 3. IF ROOF MOUNTED CURB IS REQUIRED, THEN ADDITIONAL ROOF FRAMING FRAMING SHALL BE REQ. SEE RTU SUPPORT FRAMING DETAIL FOR FRAMING REQ. ZEE BEAM=SEE_PLAN 8"X I G" BOND BEAM +� F07 o� w MIN. 8"X 10 BOND BEAM SEE SCH. MIN. 8"X I G" BOND BEAM SEE SCH. z Lu CMU WALL BY Q OTHERS O LL Ow 1 v O 0 SCALE: I SECTION @ ELEVATOR 3 STOGY 14 4-1/2'MIN. EMBED. ANCHOR (W/ SCREEN MASONRY TUBES Ir RE ) WALL (CMU OR SUPPORT BEAM CONC.) A 0 0 A �- - (2) ;"0 A307 TYPE N BOLT - 5/b X 1 114" SLOTS 4--- 2ga EXP. ANGLE NOTES: 8 1. NOT ALL HOLES RECEIVE ANCHORS. 2. ADDITIONAL HOLES PROVIDED TO AVOID MASONRY JOINTS G" 3. DO NOT SPACE ANY 2 ANCHORS CLOSER THAN 8" 2" N N • ell 0 5/8" DIA. HOLES SECTION A -A 8' 1 2cja CLIP ANGLE FASTENED TO M5 EA. FLANGE W/ GZ 12 Mlr . y _ (2) 112'0 BOLTS (TYP.) OR GC 12 4C 14 MA501�Y OPEN i / \ COORDINATE W/ REQ. OF MECH. DWGS MAX. UNIT f- CURB WEIGHT = 1 ,000 Ib5. RTU, EXHAUST FAN, OR LOUVER SUPPORT FRAMING (SEE MECHANICAL DWG5 FOR LOCATION, QUANTITY, AND SIZE PRIOR TO TAKEOFF TO ENSURE PROPER BUILDING COMPONENTS ARE ORDERED AND SHIPPED) 4C14 P ADDITIONAL ROOF FRAMING REQ. ONLY FOR ROOF MOUNTED LOUVER CONDITION - SEE MECH. DWGS. 12 6.. MIN MIN TYP O O i c 0 3�1 -I Za- : \ L Cx4x3/8 E5 W/ (2) 3/4"0 A325 BOLTS IN 1 -51 - HOLES. "FINGERTIGHTEN" THEN PEEN THREADS. AND (4) 3/4"0 EPDXY ANCHORS (5" MIN EMBED), TYP. TYP, UNO. PROVIDE A MIN OF (3) GROUT PILLED CELLS A ALL AROUND DOLTS 1N/ A MIN OF 4 SOLID ; - GRC'DT ---- --- / T/ STL EL LJ SEE ROOF FMG PLAN z j A SCAL_: z S E CT 10 N (ELEVATOR SPREADER BEAM) W8x 15 12.. MIN G MIN TYP �m® z O O ^mom C, Q== c0 � um13 o S 0 Z o _z o 0 Z Lu N � �� a ��o.8� Z F- c rnm i0 =�n�t`poZoO3W O O ° oN='nNuoza z -Ick o m� �o O U SECTION A -A PROVIDE A MIN OF (3) GROUT FILLED CELLS ALL AROUND BOLTS W/ A MIN OF 4" SOLID GROUT A L Gx4x3/8 ES W/ (3) 3/4"0 A325 BOLTS IN LSL HOLES. "PINGERTIGHTEN" THEN PEEN THREADS. AND (4) 3/4"0 EPDXY ANCHORS (5" MIN EMBED), TYP. TYP, UNO. T/ STL EL SEE ROOF PMG PLAN SINGLE ELEVATOR: TIMPI W8x28 UP TO 10'-0" SPAN A DOUBLE ELEVATOR W8x35 UP TO 18'-0" SPAN SCALE: 3 SECTIO N n.rs. D-9 (ELEVATOR H015T BEAM) MARKUPS DATE I BY 155UE -07-181 J5V I PER MARKUPS. -24-181 J5V I PER MARKUP5. REVISIONS r DATE BY I55UE STRUCTURAL DETAILS RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, SANFORD, FL 32771 ............ 0.. GENS , No. 5 ,r ••. IOP'..••• �`� /4 NA ��''►►►III�►�```` n DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1 1/2" = 1' JOB NUMBER 2035 MILE NAME 2035-5TR. DWG SHEET �m® OF�o== W U ^mom C, Q== pn N{ um13 o S 0 Z am= Z Lu g �� a ��o.8� F- Ra rnm i0 =�n�t`poZoO3W og ° oN='nNuoza z �i. o m� �o O U Qi .01 �O K�_ €tea i w CD w OLWs ............ 0.. GENS , No. 5 ,r ••. IOP'..••• �`� /4 NA ��''►►►III�►�```` n DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1 1/2" = 1' JOB NUMBER 2035 MILE NAME 2035-5TR. DWG SHEET MARKUPS # I DATE BY 155UE I 105-07-151 J5V I PER MARKUP5. 2 105-24-181 MARKUPS. REVISIONS # I DATE t BY 1 155UE STRUCTURAL DETAILS RINEHART SS ASSOCIATES LLC 145 I RINEHART ROAD, SANFORD, FL 32771 I■1 ��8 1/4"- 14X BEAM WHEN I " TEK FASTENER #T 15 THROUGH EAVE CHANNEL INTO ZEE ItJSTALLING RAKE SUPPORT LOCATE SCREWS IN CENTER ll.l n4 OF SLOTTED BOLE IN RAKE ANGLE (2'-G" O.C.) Fig �; 5�0� �z � AT MID SPAN BETWEEN ZEE BEAMS (f)jam.. O a 14x 7/6" ULTIMATE LAP TEK Z° °O uJs�oN� � uF U — TRI BEAD TAPE SEALER �=w> METAL INSIDE CLOSURE Eb 3" STANDING SEAM ROOF PANES % °ou Mp 'inn °npg �LL �Q <w�aN GUTTER STRAP Nz� 33 1 /4-14 x 1 1/4" ULTIMATE LAP TEK ROOF CLIP I 0uj - I X I ANGLE / AT 4' O.C.(SUNBELT) TRI BEAD TAPE SEALER Q J \ �.'.. �- ------------ 114-14X 1 114" ULTIMATE TEK AT 9" O.C. AT 2' O.C.(SNOWBELT) FULL LENGTH OF SAVE OVER -- " `� W/ SEALING WASHER 14x 7/8" ULTIMATE LAP TEK 3 AND UNDER 1/5 CLOSURE - - --- RAKE SUPPORT 12-3/4" TEK (3X3 ANGLE) W/ SEALING WASHER (2 PER INSIDE CLOSURE) 1 2-3/4" TEK FOR RETAINER ANGLE -� BEHIND THE CLOSURE AND PLACED AT TRAPEZ ID ZEE BEAM ( HEIGHT VARIES] O RAKE TRIM / GUTTER - - - - - - - - - - - - - ------- i -- ~� • �{� I BEND END OF ROOF PANELS DOWN USING MS 1 54 PURLIN EXTENSION -- - ----- ATTACHED W/ (4) 1 /4"-14x I " TEK FASTENER % = CD �� `' --- 14x7/6 LAP TEK \ W/ SEALING WASHER (PAINTED) TOOL PROVIDED BY THE METAL BUILDING COMPANY #T 1 [3 (1) 1/2"DIA.x I " BOLT #B.5 i 14x7/8" LAP TEK ULT. 3" STANDING SEAM ROOF PANELS "SUB W/ SEALING WASHER AT 12" O.C. GAUGE AND COLOR AS SPECIFIED IN CONTRACT M5144 EXPA51ON ANGLE - -- ---� /� I GIRTS @TOP AND @ 5' 0. C. ,I 3 3/4 LINTEL WEDGE ANCHORSh, ROOF INSULATION #WA .5-3.75 EXTERIOR FINISH EIFS RETAINER ANGLE 4, 3" STANDING SEAM ROOF PANELS 1,4 GAUGE AND COLOR AS SPECIFIED I " SUB GIRTS @ TOP AND x MIN. 8 x 16 BOND BEAM IN CONTRACT @ 5' O.C. 112"x 3 3/4" WEDGE ANCHORS - __-- @48" O.C. ROOF CLIP EIF5 FINISH MIN. 8"x I G" BOND BEAM w! GX3.5" SAVE SUPPORT ATTACHED W/ 112" X 3 3/4" WEDGE ANCHORS #WA .5-3.75 CMU MIN. 8"x I G" BOND BEAM i _ CMU WALL IMPORTANT: IMPORTANT: NOTE TO CONTRACTOR: NOTE TO CONTRACTOR: CMU BOND BEAM REQUIRED AT THIS CMU BOND BEAM REQUIRED AT THIS LOCATION. BOND BEAM MUST BE SOLID LOCATION. BOND BEAM MUST BE SOLID 1 FILLED WITH 3000p51 CONCRETE (VIBRATE AS FILLED WITH 3000p51 CONCRETE (VIBRATE AS REQUIRED TO ALLEVIATE AIR POCKETS) REQUIRED TO ALLEVIATE AIR POCKETS) MORTER IS NOT ACCEPTABLE. IF BOND BEAM MORTEK IS NOT ACCEPTABLE. IF BOND BEAM IS NOT PRESENT OR IS IMPROPERLY IS NOT PRESENT OR 15 IMPROPERLY CONSTRUCTED METAL BUILDING COMPANY WILL CONSTRUCTED METAL BUILDING COMPANY WILL NOT BE RESPONSIBLE FOR COSTS INCURRED NOT BE RESPONSIBLE FOR COSTS INCURRED BY USING ANOTHER ANCHOR SYSTEM OTHER BY USING ANOTHER ANCHOR SYSTEM OTHER THAN WHAT IS SPECIFIED ON THE DETAILS. THAN WHAT IS SPECIFIED ON THE DETAILS. CONTRACTOR IS ALSO RESPONSIBLE FOR CONTRACTOR IS ALSO RESPONSIBLE FOR VERIFYING ALL MASONRY WALL HEIGHTS. VERIFYING ALL MASONRY WALL HEIGHTS. METAL BUILDING COMPANY WILL NOT BE METAL BUILDING COMPANY WILL NOT BE RESPONSIBLE FOR COSTS INCURRED DUE TO RESPONSIBLE FOR COSTS INCURRED DUE TO INCORRECT MASONRY WALL HEIGHTS OTHER INCORRECT MASONRY WALL HEIGHTS OTHER THAN SPECIFIED ON OUR DRAWINGS. THAN SPECIFIED ON OUR DRAWINGS. SEA TPI Rl TAI L LOW51 DE SAVE W/ 3-3/4" LINTEL EXT. 5TA1 R DETAIL @ EN DWALL (RAKE) INT. STAIR DETAIL 11@ SCALE: 1 112" = 1' SCALE: 1 112" = 1' 3" STANDING SEAM ROOF PANELS GAUGE AS SPECIFIED IN CONTRACT - — — — — — — — — — — — — — — — — — — — — I ZEE BEAM -----------UER-- - ^' O' - - - - - - - - - - - - - ZEE BEAM o--------------------- 0 0 (1) 1 /2"DIA.x I" BOLT #B.5- I S ° ° e M5144 EXPA51ON ANGLE (1) 1 /2"DIA.x I" BOLT #B.5-1 ° ° 1/2" X 3 3/4" M5144 EXPA51ON ANGLE WEDGE ANCHORS 4" MIN. #WA .5-3.75 112" X 3 3/4" WEDGE ANCHORS 8" CMU #WA .5-3.75--- 2" TYPE "VLI" COMP. FLK. 2" TYPE "VLI" COMP. fl -R. _ CONT. 5X5X3/8 DECK ANGLE ` CONT. 5X5X3/8 DECK ANGLE ATTACH WITH 3/4X5 112 EPDXY ATTACH WITH 3/4X5 112 EPDXY 8"x I G" BOND BEAM SEE SCH. ANCHORS @ 24" O.C. MAX. ANCHORS @ 24" O.C. MAX. NOTE:- - WEDGE ANCHORS ON EITHER SIDE OF WALL CMU WALL - - --- - - -- - - -- --- PROVIDE 8"X I G" (MIN.) BOND PROVIDE 8"X I G" (MIN.) BOND SHALL BE OFFSET A MAX. OF [ I l CELL BEAM REINF. W/ (2) #5 CONT. BEAM REINF. W/ (2) #5 CONT. T*B BARS @ DECK SUP. ANGLE T*B BARS @ DECK SUP. ANGLE DETAIL AT EXTERIOR 5TA1 R WALL5 1 I /2" = 1' DETAIL @ EXTERIOR 5TA1 K SCALE: 1 112" = 1' WALLS INT. 5TA1 R DETAIL DECK 5U PPORT ANGLE DECK SUPPORT ANGLE SCALE: 1 112" = 1' 5CALE : 1 112" = 1' SCALE: 1 112" = 1' MARKUPS # I DATE BY 155UE I 105-07-151 J5V I PER MARKUP5. 2 105-24-181 MARKUPS. REVISIONS # I DATE t BY 1 155UE STRUCTURAL DETAILS RINEHART SS ASSOCIATES LLC 145 I RINEHART ROAD, SANFORD, FL 32771 I■1 M. No. 55 .a E OF DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1 112" = I ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET SD- 10 ��8 J o. ll.l n4 U Fig �; 5�0� �z "j1z ;o uzao 9z0o (f)jam.. O a AW WA W Z° °O uJs�oN� � uF U � �=w> Eb ��OFoo°=sw °ou Mp 'inn °npg �LL �Q <w�aN Z Nz� 33 pa� m� � W o0z z u�Ogv u<N ak d 0uj 5N z9 Q M. No. 55 .a E OF DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1 112" = I ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET SD- 10 KVVr UCC, SEE PLAN I ROOF DECK, — SEE PLAN NOTES MARKUPS DATE I BY 155UE 05-07-181 J5V PER MAKKUP5. 05-24-181 J5V I PER MARKUP5. 1 REVISIONS I I NI DATE I BY 1 ISSUE N s.;. z w g U)��a LU 'Uop N �Uv ��4 �� i c9 o mZ� LU mo® ry upiN _ w U_' � CI O _ CI m/ U Z O 0 IL sl U. O OL ion 0Z 'n�Faaia =z� 0�. s `aa ... _ �� ' M 0 f� J U_ j a P. � l STRUCTURAL g DETAILS ILLU LLJ L--( Q CMU WALL CMU WALL O CMU WALL CLI CMU WALL KINEIIART SS ASSOCIATES LLC _ s 1451 KINEHART ROAD, O w U U r' SANFORD, FL 32771 clz O N O O O O =s. 00 z ; O O U_ LL_ N z g U)��a LU 'Uop N �Uv ��4 �� i c9 o mZ� LU mo® ry upiN _ w U_' � CI LU _ CI m/ U Z O 0 IL sl U. O OL ion 0Z 'n�Faaia =z� 0�. s `aa ... O �� ' M 0 f� J U_ j N z g U)��a LU 'Uop N �Uv ��4 �� i c9 o mZ� LU mo® ry upiN _ w U_' � c1 Z _ CI O U Z O J IL sl O O OL ion O 'n�Faaia =z� 0�. s `aa ... 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ST E F DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1/2" = I' JOB NUMBER 2035 PILE NAME 2035-5TR. DWG SHEET 5D- I I U)��a LU 'Uop N �Uv ��4 �� i c9 o mZ� U mo® krbdr upiN �S�'°��a N w U Z Oyu, sl ^m�O iwpL°p�su pn�W ion kg 'n�Faaia =z� 0�. s `aa ... z O �� ' M �..k ° oWo f� ora j a P. � l p�. ' \GENS �c No. 55428 .o'. ST E F DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1/2" = I' JOB NUMBER 2035 PILE NAME 2035-5TR. DWG SHEET 5D- I I SIGNAGE, BY OTHER EXTERIOR PANEL PROVIDE 12ga CLIP ANGLE @ EACH THREADED ROD (".). FASTEN TO ROOF BEAM W/ (2) # 12 TEK SCREWS 5PR1NG HANGER VIBRATION 15OLATOR Z_ AUX, DRAIN PAN NOTE5: I . 5UPPORTING COLUMN5 SHALL BE GC 14 AND SHALL BE FASTENED TO ZEE BEAM WITH A MIN. OF (2)YZO A325 BOLT5. 2. DETAIL HA5 BEEN DE51GNED TO RE515T A TOTAL APPLIED DEAD LOAD= 12p5f AND A TOTAL APPLIED LIVE LOAD=2Op5f. 3. FOR LIVE LOAD5 OVER 30p5f SUBSTITUTE A GZ 12 FOR THE ROOF BEAMS 5HOWN BELOW. 4. METAL BUILDING MANUFACTURER SUPPLIES ONLY THE METAL ROOF DECK 3 ZEAM BEAM UNLE55 NOTED OTHERWI5E. METAL ROOF DECK 5EE PLANS AIR HANDLER UNIT (500 ib5 MAX.) r RL715001 GZ 14 @ MAX. 10'-0" SPAN (TYP.) (ORIENTATION VARIES 5EE FRAMING PLAN) Y" THREADED ROD W/ MATCHING NUT 4 WASHER EACH END A5 5HOWN oL EL = T -G" MIN. CLEAR FROM t5/DUCTWORK TOF/ LR EL = 7-0" MIN. CLEAR FROM B/UNI-STRUT TO FINI5HED FLOOR OWNER/CONTRACTOR 15 EQUIPMENT UNISTRUT EACH END OF UNIT E AT MAX. VIBRATION 150LATOR UNIT SPACING OF 4'-O"o.c. SUPPORT IN DRAIN PAN MA50N TYPE 'W' OR APPROVED TYPICAL CEILING MOUNT OF A/C UNIT (A/C UNIT LOCATIONS IF METHOD OR REQUIREMENT APPLICABLE MUST BE IDENTIFIED PRIOR TO TAKEOFF TO ENSURE PROPER BUILDING COMPONENT5 ARE ORDERED AND 5HIPPED) CICMACF FVTFPIlIP 1 2ga CLIP ANGLE W/ (2) 2"O BOLTS EA. FLANGE G"x4"x 12ga BLOCKING , \` @ SIGNAGE SUPPORT FRAMING I® GC 14 @ 5' O.C. MAX. , (TYP. ) 129a CLIP ANGLE W/ (2) 2"0 BOLTS EA. FLANGE 6"x4"x 12ga Bin CKIP,.. SIGNAGE SUPPORT FRAMING 3 � SIGNAGE SUPPORT FRAMING 5' O.C. YP,) NOTE: SEE ROOF FRAMING PLANS FOR SUPPORTING BEAM AND COLUMN SIZE AND GAGE. BOTH SUPPORTING BEAMS AND SUPPORTING COLUMNS SHALL BE MIN. 14ga. TRANSVER.5E DIRECTION FNOTE: ATTACHMENT REQUIREMENTS 1 BOTH OPTION # I * OPTION #2I LONGITUDINAL DIRECTION ARE SHOWN, HOWEVER FOR I ATTACHMENT REQUIREMENTS I RTU TO UNISTRUT OPTION # 1: INSTALLATION PURPOSES IRTU TO UNISTRUT OPTION # 1: FASTEN RTU TO UNISTRUT W/ (1) 2"O BOLT EITHER OPTION # I OR OPTION FASTEN RTU TO UNISTRUT W/ (I) 2'O BOLT EACH CORNER #2 MAY BE USED, AS BOTH EACH CORNER ARE NOT NFCE55ARY. RTU TO UNISTRUT OPTION #2 I RTU TO UNISTRUT OPTION #2: FASTEN RTU TO UNISTRUT (I) 51MP50N i FASTEN RTU TO UNISTRUT (1) SIMPSON LTT 19 TENSION TIC 'X/ (G) # 14 TEK 5CRE'W5 CORNER _ T - r LTT19 TENSION TIE W/ (6) #14 TEK TO UNIT AND (i) -'0 BC,_T TO UN��TRI-: � tAC` � NEW RTU UNC zi - (5CJIb VAX) SCREWS TO UNIT AND (1) J"O BOLT TO UNISTRUT EACH CORNER T I/ (2) UNISTRUT P 1000 (ONE EACH END OF UNIT) FASTENED TO 5-5 WIND EXISTING RIBBED ROOF --- "'4 CLAMP W/ J LOCATION)(1) 8 O BOLT (TYP. EACH RIB --- —� -----� DECK W/ 5-5 WIND 01 CLAMPS-TYP. IN. GZ 14 OR GC 14 ROOF BEAM EACH 51DE OF UNIT W/ MIN. GC 14 SUPPORTING COLS ON EITHER END SEE PLAN. 2 NEW CONDENSER UNIT ON EXISTING ROOF DECK D- 12' SD- +_ 11 GC 14 UP TO 1 2' HIGH 12ga CLIP ANGLE FA5TENED TO GZ 12 OR GC 12 GC 12 UP TO 1 5' HIGH M5 EA. FLANGE W/ (2) 2"0 BOLTS (TYP-) (TYP . ) (2) 2"0 BOLTS \ / \ / (2) 2"O BOLTS 4C14OPEN 4C14 (2) 2" O BOLTS / \ / \ 6Z 12 OR 6C 12 COORDINATE W/ REQ. OF MECH. UNIT MAX. UNIT * CURB WEIGHT = 1,000 I125. DFTAI L (TYPICAL HVAC ROOF OPENING) (2) 2110 BOLTS GC 14 UP TO 1 2' HIGH GC 12 UP TO 15' HIGH (TYP . ) 4� a TOP TRACK ACCENT PAKAPET MAIN PARAPET t: _ �-".C, , tvI AX , H i.V RIZ , syr ± .. ., E ,— i PANEL f..:. t# i... 1 A3 V. i' i .. ..,., \ v ,'v1 t S E v i.._ .'�L t.,, i.... G- _ $ D � 5 S \ �1A V� 1Ni. w :Vz � o s Q' LZU= 62 wUp s € o� au1� r� +✓ SCI AT 5'-04'0.C. b n .�..+. O� Yn� ,a INSET CEE GIRT W/ •�" 0 p0�0 oC CLIFIS i j`�Zzoo�oN I { {{E z2 La � "ea Z H ZW ouN��=a �' U U W "V�F _�` L^ TR-_si. TO .....` �_Yt4w U-1 P I I-�I IN(` v° 7 L1 € Viffi Of y�_) )tel, € t r! 3 1 'JIME I ISR %ALL nh A," CHING 5 V IND CL.A��IP5 I € . 2 a PANEL. INTERIOR AND I LRA E ROOIF F RL€N ! 2 112" 24cja, ECO-I'ICIENT IN5ULATED METAL PANEL5 R- 1'51 42" WIDE WALL 5E - i I Lv...... AT ACCENT PARAPET 4" WALL JAMB TRIM (HEAD TRIM REQUIRED IF HIGH RIB INTERFERES) (HEAD TRIM REQUIRED IF HIGH RIB INTERFERES) MARKUPS # DATE BY 155UE 1 05-07-18 J5V PER MARKUPS. 2 05-24-18 J5V PER MARKUPS. WIDTH OF R.O. -- 3/4" RECESS IN SLAB k-4" WALL REVISIONS # DATE BY ISSUELINE UP DOOR FRAME 1/4" OUTSIDE OF STEEL LINEMB TRIM (HEAD/DRIP TRIM ABOVE DOOR) (HEAD TRIM REQUIRED IF HIGH RIB INTERFERE5) WIDTH OF R.O. STRUCTURAL DETAILS 6" WALL 3/4" RECESS IN SLAB Oil 717 RINEHART 55 LINE UP DOOR FRAME I/4" OUTSIDE OF STEEL LINE \—J AMB TRIM A550CIATE5 LLC (HEAD/DRIP TRIM ABOVE DOOR) (HEAD TRIM REQUIRED IF 1451 RINEHART ROAD, HIGH RIB INTERFERE5) SANFORD, FL 32771 EXTERIOR * RECE55ED ENTRY PER50NNEL DOOR DETAIL SD -12 SCALE: 1 11211 = I ' E.I,F.5. OVERMETAL PANEL LARGE G, :TER I -,I'. f .5. TO 5TOP DIRECTLY SELOW GE TT I I,I . CAP TKIM — GC, 14 AT 5'-( " O.0 , 14 a IN5ffT CE GIRT. Wi C LIP5 G" PERIMETER'AAL_I_ 29ga PANEL INTERIOR AND 2 112" 24aa, ECO-I-IC.IENT IN5ULATED METAL PANEL5, 5U5 GIRT @ 2' O L_ . MAY. HIOR1 , E I F . OV=ER METAL PANEL PARKAPET CAP' T/ PARAPET ,/ If AVE I O DRAC ; 14 a TOP ' TRACK.:. WALL SECTION AT LOW 51 DE `W/ E. I . F.5. ACCENT *' a oto ��ENs No.5 2 TAT O /O N A'L DRAWN BY DATE EDJ _ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE -- N.T.5. JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5D-1 2 qj W U n°��® miuaiN S \ �1A V� 1Ni. w :Vz � o s Q' LZU= 62 wUp g'„ a o� au1� r� oo��CC�� b n O� Yn� nhTZ268F �_n •�" 0 p0�0 oC J j`�Zzoo�oN z2 La � "ea Z H ZW ouN��=a �' U U W "V�F _�` U-1 f oto ��ENs No.5 2 TAT O /O N A'L DRAWN BY DATE EDJ _ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE -- N.T.5. JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5D-1 2 STRUCTURAL DIM. LINE NOTE: TOP FLANGE OF ZEE STANDS I " TALLER THAN TOP OF CEE COLUMN. I I I I 7� 2 SHORT LAP 9 - - 4"x2 -112"x I G GA. ZEE BEAM ----------- / I�-I (2)-1 /2"DIA. x I " BOLTS TYP. W/ 1/2" WASHER EA. SIDE REFERENCE ANCHOR SCHEDULE - 12 GA. BASE ANGLE ATTACH TO COLUMN W/ 112"0 X I BOLT AND TO SLAB W/ 112" @ X 2 114" MIN. EMBED EXP. ANCHOR SLAB AND FOUNDATION 4" MIN. d VIEW PERPENDICULAR TO LENGTH OF BUILDING NOTE: GAUGES MAY CHANGE DUE TO LOAD CONDITIONS ZEE BEAM COLUMN CONNECTION 4" CEE AND 4" ZEE STRUCTURAL DIM. LINE NOTE: TOP FLANGE OF ZEE STANDS I " TALLER THAN TOP OF CEE COLUMN. I I III 2 SHORT LAP 0 0 ��o G"x2-1/2"x I G GA. ZEE BEAM 0 0 ' i (G)-1 /2"DIA. x I " BOLTS TYP. W/ 1/2" WASHER EA. SIDE REFERENCE ANCHOR SCHEDULE 12 GA. BASE ANGLE ATTACH TO COLUMN W/ (2)112"0 X I BOLT I I O ° d a _ .d SLAB AND FOUNDATION 4" MIN..' -� - d ° ° _d VIEW PERPENDICULAR TO LENGTH OF BUILDING NOTE: GAUGES MAY CHANGE DUE TO LOAD CONDITIONS ZEE BEAM COLUMN CONNECTION G" CEE AND G" ZEE NOTE: TOP FLANGE OF ZEE STANDS I " TALLER THAN TOP OF CEE COLUMN. STRUCTURAL DIM, LINE I I I I I I 2 SHORT LAP �O�J q Lu 4"x2 -112"x I G GA. ZEE BEAM (4)- 1/2"DIA. x I " BOLTS TYP.— W/ 1/2" WASHER EA. SIDE w II � � I g apo gn` k� -- ;PdzP`R- U �� gt � �w ° Asn L:) U1 W w ci U � 4�_ ° P �im X I N I REFERENCE ANCHOR SCHEDULE ----- , I ' I - ----- / 12 GA. ;ASE ANGLE ATTAC -' TO COLUMN W/ TO SLAB VVI 1/2" 0 X 2 1/4' MIN. EMBED EXF. ANCHOR I L- ° a SLAB AND FOUNDATION 4" MIN. a VIEW PERPENDICULAR TO LENGTH OF BUILDING NOTE: GAUGES MAY CHANGE DUE TO LOAD CONDITIONS ZEE BEAM COLUMN CONNECTION G" CEE AND 4" ZEE ELEVATED [3] 114 X 1 1/4 TOP -CONS, TOP SO� TOM AT C-9-1 CS -1 1 8ga [2] # 12 TEK5 EACH Chi W SEAQ,/ - - OF NAT SECTION 1 /2" rAT REV ROLL PBU PANEL P- WH ITE SOFFIT ANGLE P- WHITE i CMU WALL RECESSED ENTRY SOFFIT ANGLE P- WHITE CMU WALL STRUCTURAL DIM. LINE NOTE: TOP FLANGE OF ZEE STANDS I " TALLER THAN TOP OF CEE COLUMN. I I I I 71" 2 SHORT LAP --------------------------------- G"x2-1 /2"x I G GA. ZEE BEAM '�I; I 1 I I (4)-1 /2"DIA. x I " BOLTS TYP. W/ 1/2" WASHER EA. 51DE REFERENCE ANCHOR SCHEDULE 12 GA. BASE ANGLE ATTACH TO COLUMN W/ 112"0 X I BOLT TO SLAB W/ 112" 0 X 2 1/4" MIN. EMBED EXP. ANCHOR «SLAB AND FOUNDATION 4" MIN. ° a d - d d- G d . VIEW PERPENDICULAR TO LENGTH OF BUILDING NOTE: GAUGES MAY CHANGE DUE TO LOAD CONDITIONS ZEE BEAM COLUMN CONNECTION 4" CEE AND 611 ZEE ---- -- nl IN BETWEEN >,SEcONAT RES DETAIL AT RE ESSED ENTRIES 2FRAMING D SuTAIL ppoiSAN ON5�F�55ECESSED ENTRI FnNiRFs MARKUPS DATE I BY 155UE 05-07-151 J5V PER MARKUP5. 05-24-181 J5V I PER MAPKUP5. REVISIONS # I DATE I BY I 155UE III STRUCTURAL DETAI L5 RINEHAKT 55 A550CIATE5 LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 x J �O�J Lu w g apo gn` k� -- ;PdzP`R- z �� gt � �w ° Asn L:) U1 O ci 4�_ ° P �im M. BF �0 or, ENSF No. 554 T F O a� GN INA �rrrrr�ir,��►`��1� DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE N.T.S. JOB NUMBER 2035 FILE NAME 2035-5TR.DWG 5HEET SD - 13 4 3/8" ROOF CLIP THERMAL BI 2x 14x 1/4x I G" IN5ULATION DETAIL # I R-30 INSULATION @ LOW SAVE T/EAV E VARIES FROM/R. L. I " SUB GIRT RUN FROM FIRST CIE COLUMN iN DA5E AIJD TOP DEATIL #2 RIDGE DETAIL WITI-I R-30 INSULATION K-30 K00F INSULATION DETAIL @ ERAMED END WALL SEE DETAIL # I T/SAVE VARIES FROM/R. L. ROOF INSULATION ;OOF CLIP .MAL BLOCK 5ULATION x1/4xI MARKUPS DATE BY 155UE 05-07-151 J5V PER MARKUPS. 05-24-181 15V I PER MARKUP5. I REVISIONS # I DATE I BY I 155UE STRUCTURAL DETAI L5 RINEHART 55 A550CIATE5 LLC 1451 RINEHART ROAD, SANFORD, I'L 32771 -� M. B p �\GENS� ..� No. 5542 Fs Q DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE N.T.S. JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET SD -14 Npj Z � W U omi ® NN y FoFmoWz ing® �.. i Qmi N bill :;giWOzaki �o L �z0a30 �a��ou"- aQ u�i �z iw cri �J" 'a Wwu,6sopCp�(=�� r o�(dpd�� o In V F-Oy�j dmf` YIt)�N z'�F �_r` � J gnu 5o"�Zpzd�UUui V1 N? on. zz U 0 tg� iV QOQN u ass WCD OL -� M. B p �\GENS� ..� No. 5542 Fs Q DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE N.T.S. JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET SD -14 - - - Finish Schedule Area Material Type Flame Spread Smoke Development Fire Rating Class HaH-Ceilings _ __ _ - None N� en ' ��OZ2 m3 �, Hall Walls 0 0 Hall Roll Up Doors 0 0 LU Hall Floors Sealed Concrete NA NA Office Ceilings _-_ _ -__ Acoustic Ceiling - - 25 50 A Office Walls 5/8" Drywall 0 0 A Office Base Vinyl Cove NA <450 A Office Floors Ceramic Tile NA NA O Rest Room Ceilings Acoustic Ceiling 25 50 A Rest Room Walls - 5/8" green board 0 0 A Rest Room Base Vinyl Cove NA <450 A Rest Room Floors Ceramic Tile NA NA Janitors Closet Ceilings Acoustic Ceiling 25 50 A -Janitors Closet Walls -- 5/8" green board - 0 0 A Janitors Closet Base Vinyl Cove NA <450 A Janitors Close Floors Ceramic Tile NA NA Break Room Ceiling Acoustic Ceiling 25 50 A Break Room Walls 5/8" Drywall 0 0 A Break Room Base Vinyl Cove NA <450 A Break Room Floor Ceramic Tile NA NA Tel. Room Ceiling Acoustic Ceiling 25 50 A Tel. Room Walls 5/8" Drywall 0 0 A Tet -Room Base - -- Vinyt Cove NA <450 A Tel. Room Floors Ceramic Tile NA NA Electric Room Ceiling (UL#469) 5/8" Drywall 0 0 A Electric Room Walls 5/8" Drywall 0 0 A Electric Room Base Vinyl Cove NA <450 A Electric Room Floors Sealed Concrete NA NA Stair Well Ceiling underside Roof Deck None None Stair Well Walls Concrete Block NA NA Stair Well Base None Stair Well Floors Sealed Concrete NA NA Elevator Car Ceiling See Note 2.14.2.1.1 0 to75 0 to 450 Elevator Car Walls 0 to75 0 to 450 Elevator Car Base 0 to75 0 to 450 -Elevator Car Floors--- Carpet Squares 0 <450 Metal Door s and Frames 0 0 A Janus wall panel Janus Doors Armstrong Cortega Angled Tegular 24x 24x 5/8 Johnsonite Cove Base Armstrong Cortega Angled Tegular 24x 24x 5/8 Lower 4' is to be 5/8" dens armor plus Johnsonite Cove Base Armstrong Cortega Angled Tegular 24x 24 x 5/8 Lower 4' is to be 5/8" dens armor plus Armstrong Cortega Angled Tegular 24x 24 x 5/8 Johnsonite Cove Base Armstrong Cortega Angled Tegular 24x 24x 5/8 Johnsonke Cove Base Johnsonite Cove Base 2.1 4.2.1.1 Materials in their end-use configura- tion, other than those covered by 2.14.2.1.2 through 2.14.2.1.6 shall conform to the following requirements, based on the tests conducted in accordance with the requirements of ASTM E E4, ANSI/UL 723, NPPA 252, or CAN/ULC-S102.2, whichever is applicable: MARKUPS # I DATE I BY IISSUE I 105-07-IL31 J5V I PER MARKUPS. 2 105-24-181 J5V I PER MARKUPS. REVISIONS FINISH SCHEDULE RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANP0RD, FL 32771 M Ln :2 mon W J 1 lL (n w � oI J_ lL J �� i Uj�Ij};�N LLJ t�00f nnu K®�J® <i N� en ' ��OZ2 m3 �, �8 LU 0 �5;4 uu�, P Y on gn i0 w�FoW2 �z[]O .J N qui ogu � ion g^g am nz z fi" �W zi 3� � QQ�So O Nl piu of aoa o�'u$pWOoZ LU Z9 ''' M No. 55 AT F �., N A 0-N```�� 1 DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE N.T.5. JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET SD- 15 3-13-2015 RE: LABELED DOORS & FRAMES To Whom it May Concern, Please let this letter serve as certification that doors and frames manufactured by Mesker Door, Inc. are fire rated and listed by Underwriters Laboratories, Factory Mutual, and/or Warnock Hersey, as required. Our standard mylar label is affixed to all fire rated doors, and appears in the following format, covered by a silver Saint shield: rPMEEMTSUL1QC&UBC7-21 20wkFLUSHFIREDOOR MESKER ISE> 6W AT 30 MIK DOOR C i1Bc7 1897 y� INC. te test rmuir$ments, HuNVVILLE. AL. OL 1 a; 2" SINGLEDCttIBLE y r r5 eve as-,,,- ... a r �t-II+aa�c 011 of The day our door cons#ru ion Is rated un #o three hours The conStroctiors rertaains a � hear �€ our dao Our d all frames are canstructed and rated to rninut-e tandards Pur masonry ±arnz,w and rated to 3 haur standards. Our standard frame labels are embossed into each fire rated hinge jamb, between the top and rr.}d i4' I:iinge, ; s `d appear in the following format: FD1 SERIES EMBOSSMENT F SERIES EMBOSSMENT Mesker Door is also a long time member of the Steel Door Institute (SDI) and as such, all material is manufactured in accordance with ANSI A250.8 (SDI 100), and all SDI related standards. I would be happy to discuss further by phone, or help in any other way, if needed. Thank you. Sincerely, Nick McCarty, National Sales Manager / Partner, Mesker Door, LLC., 304-834-6352 s " MESKER r a 3,440 Stalie,(x)d Blvd, I Hiu1tsville. A1L 35811-S}t)`_)1 I 1'11c)1�r 456.87 I av ` 56.851. 7896 GENERAL INFORMATION PRODUCT COMPLIANCE PER ANSI I ASTM TEST METHODS ANSIIDHI Al 15 Hardware Preparation in Steel Doors and Steel Frames ANSI/DHI A115.IG Installation Guide for Doors and Hardware ANSI A250.10 Test Procedure and Acceptance Criteria for Prime Painted Steel SU► -faces for S tec:i Doors and Frames ANSI A250.11 Recommended Erection Instructions for Steel Frames ANSI A250.13 Testing and Rating of Severe Windstorm Resistant Components for Swinging Drf?:=r Assemblies ANSI A250.3 Test Procedure and Acceptance Criteria for Factory Applied Finish Pale-etea Surfaces for Steel Doors and Frames ANSI A250.4 Test Procedure and Acceptance Criteria for Physical Endurance for Steel Cour.= a! Hardware Reinforcing ANSI A250.6 Recommended Practice for Hardware Reinforcing on Standard Steelac,l;3 ELIUzi w Frames ANSI A250.7 Nomenclature for Standard Steel Doors and Steel Frames ANSI A250.8 Recommended Specifications for Standard Steel Doors and Frances {SDI -100 ANSI/BHMA A156.1 Butts and Hinges ANSUBHMA A156.3 Exit Devices ANSI/BHMA A156.4 Door Controls — Closers ANSI/BHMA A156.7 Template Hinge Dimensions ANSIINFPA 105 Standard for the Installation of Smoke Door Assemblies ANSIINFPA 252 Standard Methods of Fire Tests for Door Assemblies ANSI/NFPA 257 Standard on Fire Test for Window and Glass Block Assemblies ANSI/NFPA 80 Standard for Fre Doors and Windows ANSI/UL 10B Standard for Fire Tests of Door Assemblies (neutral pressure) ANSI/UL 10C Standard for Fire Tests of Door Assemblies (positive pressure) ANSI/UL 1784 Air Leakage Test of Door Assemblies ANSI/UL 9 Fire Test of Window Assemblies M TA:: seR.r+ m va;dxiC;T[, tP I ,=N.K 81t7?� }:S➢7 il•t e�kdru M,llsrr nirr�i Jour ran3�ranti �tm.»,ra (j) TOP CHANNELS FLU—T1 T10P INVERTED TOP -',,L-)SER ftEl9'+jP'` RLSLiME.N7 i i`3 VERTICAL EDGE. STANDARD NVS (4) HINGE PREP (1) CORE POLYSTRENE +. ,r (€i) LOCK EDGE BEVELED EDGE V LOCK PREP FOR LOCK PREPS !_— — — SEE DOOR PREP PAGE q,—,ARF EDGE DOO=Z IAEEPS OR EXCEEDS ANSI 250.4 DOORS MEET LEED REQUIREMENTS T E1FONIANCE TEST: AND BUY AMERICAN STANDARDS. Gk.'(i'•, c E !_ (t)00.00 "..YCLE`) '!ARFLING AGENCIES: 'UNDERWRITES LABRATORY INC. % IARNOCK HERSEY INTL. "'Yb, -LES) �-A(, f 0 R MUTUAL SYSTEM PROFILES DOUBLE RABBET SINGLE RABBET CASED OPEN L DOUBLE EGRESS HOSPITAL STOP i VV LD OPTIONS o 0 o� Q0 Do poll 00 fl F V NL G FG SSP P4 P2B P2S P2A NW 5PW AVAILABLE IN: 14, 16, 18, 20 GAUGE CR, A60, G-90 i 0 MESKER DRAWN BY DATE ISSUE REVISIONS DATE CHECKED DATE SHT JOB NO. OF SUB -1 8`0' 7'10'. OPENING HEIGHT 6'6" 7.0„ 7,z, DIMENSION A B C A B C A B C A B C A B C 1 3A" DOOR 7 1/4" 3014" 12 1/4 7 114' 3� 114„ 12 1/4 7 114" 33114" 121/4 7114" 2514" 101/4" 7 1f4" 25 11 121 13/8" DOOR 6 3/4" 32 3/4,. 113/4" 6 314" 33 33//4" 11314" SPACING _ CORNER SECTION F SERIES FRAMES F SERIES FRAMES ARE AVAILABLE AS SHOWN FOR THREE SIDED FRAMES OR AS STICK -NECTIONS FOR TRANSOMS, SIDELIGHTS AND BORROWED LITE FRAMES. FOR ► ABELING DETAILS, ANCHORING OPTIONS, AND DOOR HANDING & SWING, PLEASE SEE THE APPLICABLE SECTION OF THE TECHNICAL DATA MANUAL. --- DIM A NOMINAL DIM B DOOR OPENING WIDTH DIM B STRIKE LOCATION 40 5/16" SINGLE SWING DIM C 1 1 0 MESKEW DRAWN BY DATE_______ ISSUE REVISIONS DATE CHECKED FATS SHT JOB NO. OF I BY BY MARKUPS N I DATE I BY I 155UE I 105-07-181 J5V I PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUPS. REVISIONS DATE I BY I 155UE DOOR HARDWARE RINEHART 55 ASSOCIATES LLC 145 1 RINEHART ROAD, SANFORD, FL 32771 101 -u� V U8"6 l o=o3�Za N o 0 o� Q0 Do poll 00 fl F V NL G FG SSP P4 P2B P2S P2A NW 5PW AVAILABLE IN: 14, 16, 18, 20 GAUGE CR, A60, G-90 i 0 MESKER DRAWN BY DATE ISSUE REVISIONS DATE CHECKED DATE SHT JOB NO. OF SUB -1 8`0' 7'10'. OPENING HEIGHT 6'6" 7.0„ 7,z, DIMENSION A B C A B C A B C A B C A B C 1 3A" DOOR 7 1/4" 3014" 12 1/4 7 114' 3� 114„ 12 1/4 7 114" 33114" 121/4 7114" 2514" 101/4" 7 1f4" 25 11 121 13/8" DOOR 6 3/4" 32 3/4,. 113/4" 6 314" 33 33//4" 11314" SPACING _ CORNER SECTION F SERIES FRAMES F SERIES FRAMES ARE AVAILABLE AS SHOWN FOR THREE SIDED FRAMES OR AS STICK -NECTIONS FOR TRANSOMS, SIDELIGHTS AND BORROWED LITE FRAMES. FOR ► ABELING DETAILS, ANCHORING OPTIONS, AND DOOR HANDING & SWING, PLEASE SEE THE APPLICABLE SECTION OF THE TECHNICAL DATA MANUAL. --- DIM A NOMINAL DIM B DOOR OPENING WIDTH DIM B STRIKE LOCATION 40 5/16" SINGLE SWING DIM C 1 1 0 MESKEW DRAWN BY DATE_______ ISSUE REVISIONS DATE CHECKED FATS SHT JOB NO. OF I BY BY MARKUPS N I DATE I BY I 155UE I 105-07-181 J5V I PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUPS. REVISIONS DATE I BY I 155UE DOOR HARDWARE RINEHART 55 ASSOCIATES LLC 145 1 RINEHART ROAD, SANFORD, FL 32771 101 M. g p�\GENS No. 55 /D N A rrrrriiii1111�� I�' I DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE N.T.5. JOB NUMBER _ 2035 PILE NAME 2035-5TR.DWG SHEET SD- 17 -u� V U8"6 �� a^ o=o3�Za N iZU'i0<30 =�U ELIUzi w ai wW "62 00 "noznn: b� �m0 ��m d0 iw OFo�Opo�e Doli �,2 rD �� gV m� ou"=z�oiz U�o< z L �� OLLJ ��uu LIL i3zo iffw� M. g p�\GENS No. 55 /D N A rrrrriiii1111�� I�' I DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE N.T.5. JOB NUMBER _ 2035 PILE NAME 2035-5TR.DWG SHEET SD- 17 Exit is Trim C1 ilS1Ul3 -- 613 –,0 if Rubbed Bronze 0 US 26D –,fi26 – satin Chrome �a-tPb k 2 3/4" i 2..1 Princeton series door preparation 10,`2010 ---- � Y r 7 ADHESIVE GAS TINS° d Ho'r SMOKE SEAL' /SILICOW Sot, ` IN p . i ni= �'• iia u . a 1 s i k 01 i F V", r Campfessiort Bulb °° as ` -�� f Stabilizer / Flange 6� 3I 9&f; ._ifLo.;3 .. .stickiiessve / f34 3-`€ 1' 2 3t. {31a0q C (clear) D (Dark tare wti) TAN (Tan) W(White) -23/4 Entry Function Lever Trim 10'.71,010 ti MARKUPS WAV PEMKO ..._n ----- Mmilphn., [Niz FF_;3t^s QNF fes. J!ag 3 l ot 6 i s..li{tom.. fS T,•j• _ei_.iC >. tt, ��<-.,. 3.L .-i �;� ,i,- �'k .l^x,e.., Rim Ty2e Exit i EF501 01 . ., G im 'it, t A-) Y, P sl 5 ,. .,C -C i mai or, ! 7 Oi![-,� f•a ..,,ta 3,Ukfl FE;ATQRE�S,&',`gPT10NS, WARRANTY C ( f !t .i F y - �' t �.. i i' -ijirr: 3t }(<Eai`,`j 2 tt> j' t' i to - Sk F.?� «YiE1 I1 F Fire ated Type Exit device a Ten'ye r mechanical warranty T cc i t v Fere years finish warranty AD For all doors LIp to 36`ixor 48",wide „_„iz.- a i:!!. Nrk}�k_L.,. 61 stile H Jt..,,-�;c. S, -!i81 N u.G Jit.t-i ei_ 5wc J.1=.�CrlG.�t; a t•l kC C i I e iv" Ur lu S 4-114':minim m F,L rs �t �i itFsi ( tin Ji 1 im151 �, �W,` a'3OF) 1050 d.g,u tF - ANSI A156.3 Gracie 1 Matl h r_ ggHs.(-,amu Push, Ibar is made, of extruded anodize aluminum and sptirig is' - UL listed for Panic Arid UL10C UBC 7.2-1997 made of stain le steel ho i1_<ai codes take` For, W8,1 -,stop, A(us'shim for 112'' stop. UL 1-•1/2 Hour Fire fed ;Latch ,Bolts, - 3/4'.throw, stairtiess steel Available Trims ,Bead latch Belts , t 7° 3 AVOid 518" stalnie"ss^staff a t2tjface t F r 11 t' g �ytI ,.... t ,. a: and 5N sleetrnetaf&..machin screws cta d _l i - 1"Urnl�hed 5t�n, � Vv7,...1 -. � � z-��; J, V:(l 2'-44",standard l Q andi,n Heavy ,`Duty Lever Trim Knob Trim Non-hancl11 ec L vcr Trif i _ 1. �,.. L.. ; F;E�."3 i.9 rs wk, _,. .. ire, q,, i.� CI -t :`...ft .-a,l�, ..!(LIP (Hanged) anm civvn r0 ectIon , .� 1)r 3i l "maximumuprof( Ct[Onl'1-71 s ,Ytttien depressed i-vik'tt;t ane, pragaul vjiffi k;iTi;p -.tu Oper tion -a It P a l el :iu__ 7.13..;mr,vrie Exit by slight oressure,'on any point on the push bar at all time - 4 ii F6 he,"der can t- .e, to x re r k ".'SPECIFICATIONS: - r} df 9 �f rc , 1 - i l Fs7Qnt 1.O N01 . esa, ..t l..i Rim Cylinder Him Cylinder (_�Over Pi47ta DLIII Plate Exit 134vice; Exit device shall be oar Pirriex model #-EF 000 for UL Single ,`Pull Double Pull ftre:barder'doors ,All exit devices shall be modem push pad type 33 714'fgr 3`fd m non -handed( and provided with thru bolts for proper installation. ^ 45 1/4” for a Ptrn .. �> it anile "ress.`Exit device shall' �F50>�o,Gs u� isted foi--1f2hout fire g _....._ ___...... .. ......___.__, be Hare pr'of'ile; projeciinq oily 2-114" from the surface of fhe door > i a z•r Ri i g l,p- 9 FINISHES 30° (or �' Rirr3 :;Alaarx3iriu%t7 (Painted); j I, ❑ -bark, Br®nze (Paintedj' . If tainless Steel i, (Max Cut Down: 9" � Y r 7 ADHESIVE GAS TINS° d Ho'r SMOKE SEAL' /SILICOW Sot, ` IN p . i ni= �'• iia u . a 1 s i k 01 i F V", r Campfessiort Bulb °° as ` -�� f Stabilizer / Flange 6� 3I 9&f; ._ifLo.;3 .. .stickiiessve / f34 3-`€ 1' 2 3t. {31a0q C (clear) D (Dark tare wti) TAN (Tan) W(White) -23/4 Entry Function Lever Trim 10'.71,010 ti MARKUPS WAV PEMKO ..._n ----- Mmilphn., [Niz FF_;3t^s QNF fes. J!ag 3 l ot 6 i s..li{tom.. fS T,•j• _ei_.iC >. tt, ��<-.,. 3.L .-i �;� ,i,- �'k .l^x,e.., '_^..>.�a }f si;, 6•acxM lw is#3 �:' ii b, g 3...i:i3� .and sl 5 ,. .,C -C i mai or, ! 7 Oi![-,� f•a ..,,ta 3,Ukfl t 'r fi t f { i ttl(„ i {.: t�.4t `4ib i.a. rcx .',.tf 9ff'Ti�-x tltbj. i�=1(4 �: el,,: v: <: �7., j.... t,..l . �ti._ -4 > C ( f !t .i F y - �' t �.. i i' ` titr�:3.i_ Hot 5.9:v> _...,ii ,. _ »_ttt € .- e if ni for 3t }(<Eai`,`j 2 tt> j' t' i to - Sk F.?� «YiE1 I1 F s.Z 3i� t it t- C t 'ii Idv�i iiik .i 01. fir- ..d„r t i :r T�ri�� T rt .,t -u,._ '? '?ii c9T r. {i ti j- 7 h 0 -i z !i .li.` :^ s („ — .z 9 $ is i ! ,. „_„iz.- a i:!!. Nrk}�k_L.,. t c't;” _ } .. 1.1.7.�t'it-.-c'3hr a!�C , ,- .tJ .:i3i�.aGi';1 H Jt..,,-�;c. S, -!i81 N u.G Jit.t-i ei_ 5wc J.1=.�CrlG.�t; a t•l kC C i I e iv" Ur lu S F,L rs �t �i itFsi ( tin Ji 1 im151 �, �W,` a'3OF) 1050 d.g,u tF Ie,tu.t_.rrli..ta. h r_ ggHs.(-,amu - -. ..v2. l fa ho i1_<ai t -S^ t iii aliemi love.t, t-i'id >IL Gi,-.ilt .i +c :i„.Li ,kris 3 ..-Jk 3i?:..- pet i -}y fr:Ci tY's r be im i r4 j, paiT-0 hilt, . rz. C_ rod TCt �A I'�,,=1, s. x} ,f i..;a( .3 , t 7° 3 AVOid a t2tjface t F r 11 t' g s'-,fiiLi^-d. J va-Yi-.V-k1 _,-;. 2,u o,1?.)_ frari, :? _it.3.;. ail ..x -a.:. -S; ttvo I'1 [t tt,x,.. <.. Itkf„ ]t J, V:(l LU , ,-u..-ti1[t•tli' „al,•Eci•iL.cs-..3,-,:i'i4tJ k.. ._,l. C,,7 Q y El 2 ! P 1. i-1 'P;•t _,. . i'-, J, v.. _ 71..Es'� 1 .itc Li _ 1. �,.. L.. ; F;E�."3 i.9 rs wk, _,. .. ire, q,, i.� CI -t :`...ft .-a,l�, ..!(LIP anm civvn .� 1)r 3i l i-vik'tt;t ane, pragaul vjiffi k;iTi;p -.tu -a It P a l el :iu__ 7.13..;mr,vrie ei d he L 11, Rtepfnt n t.. z-_> - 4 ii F6 he,"der can t- .e, to x re r k ± ht, Y 1 t - i EiS fl ^"S - r} df 9 �f rc , 1 - i l Fs7Qnt 1.O N01 . esa, ..t l..i rouc s. roduCtListln ; r : n = r .. 8/6/ 015 Co,All rights reserved. �c�yrg$tt��R?f108�'�lTiLc/�Iariiii3ct��t;iijg� R(p•oduct:ioninwhole or in PXt Without the Lxpress 4vrittes perrr�i}sIG11 cif p,,, na ,o l�tlar1tifacturin Co, is prohibited, t" J4SS2000xS8-S_CUT Rev 1 .04,01-08 .tP !A1,' - T 7restiolc s Gask-e ting, Ct' ntillt ous Hit ges to ex SZ 5 ti: sx ;;(:...s- ,.^;•) :17 7. t?I1 ,1!?,r9:}.. ...E ?. _:tild s.uG4rse^.`F...Itt?...: 64 cn=,7 and"'! ti. -c-$,A :Se' .r a r In i a� 1 i E �•'� ,F li _ I GI. , and + . 11 i i a :> - DATE BY 155UE 1 05-07-16 J5V PER MARKUPS. 2T 05-24-18 >J5V - PERMARKUP5. REVISIONS # DATE BY 155UE i DOOR HARDWARE RINEHART SS A550CIATE5 LLC 1451 KINEHART ROAD, SANFORD, FL 32771 CW to - CC9 Z D i D 'r Z Z N 0C� Li WV 0 Cn Gi) - _i u-- tn w ci C) CZ zU.. o� w zm LU Lv U CD �U LLJ G_/0 i <N Q z0 O Z 0 —0 O , •�C 4, , u'it.- S f- .�' s.v.c7 y - <'. t;E1 t �, c.,;:r U€ r+ ..1 : .�. c 3x. v-, t !3 • v1C?iY3 _ 9 l :_ _ e(ld t u. -, ib �n a,lf ui.Nt tt t _ r zraa irr� F rr t v o� .}1 �� i...1• f ni w z . Y .F-kdprt� lLif+', 'C? i 1 u lr� ` \��tltliirr/i s...i Live �)re&'-7 �IrZ opett1 IY 1. 8 '/ > �t��: O GEN ' \ S Ll No. 554 S TE F z.{ it K V - n� ..I WiF'` i �••" .. ✓�� , O •, �i� ` Ari .:: t Ij N A 1 le i vii....L,.".'... elf a.-tt{va, -i ° 1' lj.;al DRAWN BY DATE rat 3 art.ar ilea r; EDJ 02-09-16 . _ . Ct1ECKED BY DATE RMB 05-10- 16 5CALE N.T.5. _zY -z JOB NUMBER 2035 FILENAME - -- - - 2035-5TR.DWG ' SHEET Cn 1A z� J 22 "UOQ JU VI Y _ mo@ Q9s# 3s❑ z�z �w0¢3 AP �z -p z¢JZNO LK O �¢w fO 35 �7 QOU1 W� aQW a nv�oN,��r. �`,wl��O w O� ¢ - z �m �70nl U�=�Q�OU1V J thvi n �� ❑ o a❑ SOV n�0 ¢V ul�¢Q¢ LK¢ IS u zO v m ¢o _ 3w N z ❑ V N y �� wN K 3 O 11 =wny NCJj V `�K Uzk-� �� T, i LU Q , •�C 4, , u'it.- S f- .�' s.v.c7 y - <'. t;E1 t �, c.,;:r U€ r+ ..1 : .�. c 3x. v-, t !3 • v1C?iY3 _ 9 l :_ _ e(ld t u. -, ib �n a,lf ui.Nt tt t _ r zraa irr� F rr t v o� .}1 �� i...1• f ni w z . Y .F-kdprt� lLif+', 'C? i 1 u lr� ` \��tltliirr/i s...i Live �)re&'-7 �IrZ opett1 IY 1. 8 '/ > �t��: O GEN ' \ S Ll No. 554 S TE F z.{ it K V - n� ..I WiF'` i �••" .. ✓�� , O •, �i� ` Ari .:: t Ij N A 1 le i vii....L,.".'... elf a.-tt{va, -i ° 1' lj.;al DRAWN BY DATE rat 3 art.ar ilea r; EDJ 02-09-16 . _ . Ct1ECKED BY DATE RMB 05-10- 16 5CALE N.T.5. _zY -z JOB NUMBER 2035 FILENAME - -- - - 2035-5TR.DWG ' SHEET Cn 1A z� J 22 "UOQ JU VI Y _ mo@ Q9s# 3s❑ z�z �w0¢3 AP �z -p z¢JZNO LK O �¢w fO 35 �7 QOU1 W� aQW a nv�oN,��r. �`,wl��O w O� ¢ - z �m �70nl U�=�Q�OU1V J thvi n �� ❑ o a❑ SOV n�0 ¢V ul�¢Q¢ LK¢ IS u zO v m ¢o _ 3w N z ❑ V N y �� wN K 3 O 11 =wny NCJj V `�K Uzk-� �� T, i FOUNDATION NOTEP GENERAL I . THE5E PLANS AND THE INFORMATION CONTAINED HEREIN ARE THE PROPERTY OF METAL BUILDING COMPANY, UNAUTHORIZED COPYING, DISCLOSURE OR OTHER UNAUTHORIZED USES ARE PROHIBITED. 2. OWNER/ CONTRACTOR 15 RESPONSIBLE TO PROVIDE METAL BUILDING COMPANY WITH APPROVED PLANS PRIOR TO FABRICATION. 3. OWNER/ CONTRACTOR 15 RESPONSIBLE FOR ALL NECESSARY AND REQUIRED PERMITS, FEES, DEPOSITS, ECT. 4. THE OWNER AND/OR CONTRACTOR SHALL REVIEW AND DETERMINE THAT ALL DIMENSIONS ARE COORDINATED AS REQUIRED WITH ALL OTHER DESIGN PROFESSIONALS DRAWINGS AND SHOP DRAWINGS FOR PROJECT PRIOR TO FABRICATION OF MATERIALS OR THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE METAL BUILDING COMPANY AND ENGINEER OF RECORD. 5. SHOP DRAWING ARE CRITICAL TO ENSURE THE DIMENSIONS AND DE51GN OUTLINED IN THESE PLANS MEET THE MINIMUM REQUIREMENTS REQUIRED BY THESE SCOPES OF WORK IF UNDER CONTRACT BY OTHERS. IN THE EVENT THE CONTRACTOR'S OR OWNER'S FAILING TO PROVIDE, HE SHALL BE RESPONSIBLE FOR THE RESULTS OR ANY SUCH ERRORS OR OMISSIONS AND THE C05T OF RECTIFYING THE SAME (EXAMPLES: ELEVATOR, STAIRWELL, DOORS, ETC....). G. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENT, THE OWNER / CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND METAL BUILDING COMPANY IN WRITING OF SUCH OMMI55ION5 OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. EVERY REASONABLE EFFORT HAS BEEN MADE TO ENSURE COORDINATION BETWEEN THESE DRAWINGS AND THE STRUCTURAL PLANS. IN THE EVENT THE CONTRACTOR'S OR OWNER'S FAILING TO GIVE SUCH NOTICE, THEY SHALL BE RESPONSIBLE FOR THE RESULTS OR ANY SUCH ERRORS OR OMISSIONS AND THE C05T OF RECTIFYING THE SAME. 7. ANY OMISSIONS AND/OR CONFLICIT5 WITH PLANS SHALL BE REPORTED TO METAL BUILDING COMPANY 50 THAT THEY CAN BE RESOLVED PRIOR TO PROCEEDING WITH WORK. (5. DO NOT SCALE DRAWINGS - IF A REQUIRED DIMEN51ON 15 MISSING PLEASE CONTACT THE METAL BUILDING COMPANY AND/ OR ENGINEER OF RECORD. 9. NO MODIFICATIONS TO PLANS SHALL BE MADE WITHOUT THE PERMISSION OF METAL BUILDING COMPANY AND ENGINEER OF RECORD. MODIFIACATION5 REQUIRED DUE TO FIELD CONDITON5 OR OTHER CONTRACTORS OR ITEMS THAT WHICH MAY ADVERSELY AFFECT THE STRUCTURE REQUIRES WRITTEN PERMISSION (NO MODIFICATIONS TO STRUCTURAL MEMBERS 15 ALLOWED). 10. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TO BE TYPICAL OR SIMILAR UNLESS ANOTHER SECTION OR DETAIL 15 REFERENCED ON THE PLANS. 1 1. SCOPE OF WORK OF METAL BUILDING COMPANY IS INDICATED IN THE CONTRACT. THE DRAWINGS REFLECT SCOPES OF WORK AS REQUIRED FOR PERMITTING OR AT THE DIRECTION OF OWNER/ CONTRACTOR. 12. SUBMITTALS TO THE ENGINEER OF RECORD FOR REVIEW MUST CONTAIN THE CONTRACTOR'S OR OWNER'S STAMP SIGNIFYING THEIR REVIEW/ ACCEPTANCE. SUBMITTALS SENT WITHOUT WILL BE RETURNED AT THEIR EXPENSE WITHOUT REVIEW. A MAX. OF THREE SETS ADDITIONAL SETS WILL BE DISCARDED. 13. THE CONTRACTOR OR OWNER SHALL TAKE ALL NECESSARY STEPS TO PROTECT THE STRUCTURE, THE WORK PERSONS AND OTHER PEOPLE DURING CONSTRUCTION. HE SHALL SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION. SLAB ON GRADE UNLE55 SPECIFICALLY STATED OTHERWISE IN THE GEOTECHNICAL SOILS REPORT, THE FOLLOWING MINIMUM CRITERIA SHALL BE ADHERED TO. a.) INTERIOR FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY TEST (ASTM D 1557). b•) COMPACTION OF THE SOIL IN THE FIELD SHALL BE MONITORED/CONTROLLED BY A REPRESENTATIVE OF A QUALIFIED LABORATORY. c•) EACH LAYER OF FILL SHALL NOT EXCEED 12" THICK AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF THE NEXT LAYER. MAXIMUM SPACING OF CONTROL JOINTS SHALL BE A5 5HOWN IN THE TABLE BELOW. PATTERNS 5HALL BE APPROXIMATELY 5QUARE W/ RATIO OF LONG 51DE TO SHORT SIDE NOT TO EXCEED 1.5 TO 1.0. SLAB THICKNESS (IN) - 4 5 G 7 8 9 10 SPACING (FT) 12 1 13 1 15 18 20 23 25 MIX DESIGNS CONTAINING AGGREGATE LESS THAN 3/4" ARE NOT ACCEPTABLE CUT SLAB A5 SOON A5 AGGREGATE DOE5 NOT DISLODGE (MUST BE WITHIN THE SAME DAY A5 THE CONC. WAS PLACED) CARE SHALL BE TAKEN BY THE GENERAL CONTRACTOR WHEN DETERMINING THE LOCATION OF 5J5 AND CJ5 TO ENSURE SLAB JOINTS DOES NOT READ THROUGH THE ARCHITECTURAL FINISHES. WAREHOUSE SLABS SHALL BE POWER -TROWELLED TO A HARD, SMOOTH BURNISHED FINISH. THE FINAL TROWEL PA55 SHALL BE DONE BY MACHINE - NOT BY HAND. WITHIN 30 MINUTES OF THE FINAL TROWEL PASS, THE FLOOR SHALL BE CURED WITH EUCLID'S SUPER REZ-SEAL OR APPROVED EQUAL, WHICH MAY BE WAIVED AT THE OWNER'S OPTION. SLAB THICKNESS SHALL BE INCREASED AS REQUIRED TO PROVIDE ADEQUATE SUPPORT FOR CRANE LOADS WITHOUT CRACKING SLAB. ALL CONCRETE 5LA55 ON GRADE SHALL BE A MINIMUM OF 4" THICK AND BE REINFORCED WITH G XG W 1.4 X W 1.4 EXCEPT WERE SPECIFICALLY NOTED ON PLANS. FIBERMESH CONCRETE INSTEAD OF WIRE MESH IS AN ACCEPTABLE ALTERNATE ON 51NGLE STORY BUILDING AND MULTISTORY BUILDING WITHOUT LOAD BEARING FLOOR PADS. FIBERMESH SHALL BE IN COMPLIANCE WITH ASTM C- I I I G TYPE III AND ASTM C I I G LEVEL I AND SHALL BE PLANT BATCH MIX WITH PROPORTIONS OF 1.5 POUNDS OF FIBERMESH PER CUBIC YARD OF CONCRETE. PLACE A MINIMUM G MIL POLUETHYLf=NE VAPOR BARRIER OVER COMPACTED SOIL BETWEEN FOUNDATION AND SLAB UNLESS NOTED OTHERWISE IN GEOTHECHNICAL ENGINEERS REPORT FOR THE PROJECT. DESIGN CRITERIA CONSTRUCTION DOCUMENTS Wr-RE DESIGNED AND MEET THE REQUIREMENTS OF THE OF THE LOCAL BUILDING CODE DESIGNATED UNDER STRUCTURAL DESIGN CRITERIA. (SEE STRUCTURAL PLAN5 FOR DE51GN LOAD5). FOUNDATIONS I . CONFORMANCE WITH THE REQUIREMENTS OUTLINED IN THE GEOTECHNICAL SOILS REPORT SHALL BE DETERMINED BY PERFORMING INDUSTRY STANDARD 501L DENSITY TESTS BY A CERTIFIED TESTING AGENCY. 2. IF SUBSURFACE INVESTIGATION FOR FOUNDATIONS HAS NOT BEEN PERFORMED AND GEOTECHNICAL ENGINEERING REPORT WAS NOT AVAILABLE FOR FOUNDATION DESIGN. PRIOR TO CONSTRUCTION, THE OWNER SHALL RETAIN THE SERVICES OF A QUAIFIED GEOTECHNICAL ENGINEER TO PERFORM SOILS BORINGS, PROVIDE RECOMMENDATIONS FOR FOUNDATION DE51GN (INCLUDING NET ALLOWABLE SOIL BEARING PRESSURE) PROVIDE EARTHWORK CONSTRUCTION CRITERIA AND PERFORM SOIL TESTING DURING CONSTRUCTION. THE OWNER/ CONTRACTOR 15 RESPONSIBLE FOR PERFORMING ALL EARTHWORK OPERATIONS IN STRICT ACCORDANCE WITH THIS REPORT. IF THE FOUNDATION RECOMMENDATIONS AND NET ALLOWABLE 501L BEARING CAPACITY OR ANY OTHER ASSUMPTIONS (5EE BELOW) DIFFER FROM THE ASSUMED VALUE, THEN MODIFICATIONS TO THE STRUCTURAL DRAWINGS SHALL BE REQUIRED. SHOULD THIS OCCUR, THE OWNER / CONTRACTOR SHALL STOP CONSTRUCTION AND NOTIFY METAL BUILDING COMPANY AND THE ENGINEER OF RECORD IMMEDIATELY. 3. FOUNDATION PLANS HAVE BEEN DESIGNED WITH THE FOLLOWING ASSUMPTIONS IN THE AB5EN5E OF A SUBSURFACE INVESTIGATION BY A GEOTECHNICAL ENGINEER. NET ALLOW. SOIL BEARING PRESSURE OF 2,000 1`5F. 4. CONDITIONS DISCOVERED BY THE CONTRACTOR AND/OR GEOTECHNICAL FIELD REPRESENTATIVE DURING EXCAVATION WHICH MAY PREVENT THE ATTAINEMENT OF THE ALLOWABLE BEARING PRESSURE STATED IN THE GEOTECHNICAL SOILS REPORT, SHALL BE REPORTED TO THE ENGINEER. 5. THE 5HEETLEDGE5, RAINLIP5 AND MASONRY LEDGES ARE VITAL TO THE PROPER FIT OF THE STEEL CONSTRUCTION. OWNER / CONTRACTOR SHALL FIELD VERIFY ALL TO BE AS SHOWN ON PLANS. IF THEY ARE NOT TO THE DRAWINGS CONTACT METAL BUILDING COMPANY PRIOR TO FABRICATION OR BEFORE STEEL ERECTION STARTS. G. ALL ISOLATED PAD FOOTING ARE TO BEAR A MINIMUM OF 18" BELOW THE TOP OF CONCRETE SLAB / PAVEMENT OR A MINIMUM OF 12" BELOW FINISHED GRADE U.N.O. ON PLANS. 7. THE MINIMUM BEARING WIDTH OF CONTINUOUS FOOTINGS SHALL NOT BE LE55 THAN 12" UNLESS SPECIFICALLY NOTED IN GEOTECHNICAL ENGINEERING REPORT. 8. PLANS AND DETAI L5 REFLECT A DE51GN TO ACCOMODATE A MAXIMUM FROST PROTECTION OF 12" UNLESS NOTED OTHERWISE IN THE CONSTRUCTION DOCUMENTS. IF THE REQUIRED FROST DEPTH EXCEEDS 12" THAN ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO EXCAVATION OR FOUNDATIONS. REINFORCING: ALL REINFORCING SHALL BE DOMESTICALLY PRODUCED WITH KEBAB CONFORMING TO ASTM -G 15 FOR GRADE GO 5TEEL, AND WELDED WIRE FABRIC (WWF) TO A5TM A-185. SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: WELDED WIRE FABRIC 12" MIN. HOOKS 48 X BAR DIA (18" MIN) POURED CONCRETE 3G X BAR DIA (12" MIN) CORNERS 48 X BAR DIA (18" MIN) GROUTED CELLS 48 X BAR DIA REINFORCEMENT IN WALLS, FOOTINGS AND BEAMS SHALL BE CONTINUOUS AND LAPPED AS SPECIFIED ABOVE, UNLESS NOTED OTHERWISE. HOOK AND LAP ALL CORNER AND INTERSECTING BARS. (SEE REINF D VELOPMENT DTL BLW). �`b O� ALL REINFORCING z ACCESSORIES SHALL BE o STAINLESS OR PLASTIC Q QD TIPPED m _ CIO � O 48 BAR DIA, 1 OR I' -G" MIN. 48 BAR DIA. OR I' -G" MIN. L DOWELS FOR COLUMNS, BEAMS AND WALLS ARE TO BE SECURED IN POSITION PRIOR TO POURING MIX. DRILLING OR PUSHING THE DOWELS INTO POSITION IN WET CRNCKETE IS NOT ERMITTED. I NTER5ECTION s CORNER REINF DEVELOPMENT DETAIL COVER FOR REINFORCING SHALL BE AS FOLLOWS: 1. a, CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH b. CONCRETE EXPOSED TO EARTH OR WEATHER: #G THRU # 18 BARS #5 BAR, W31 OR D31 WIRE AND SMALLER c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: #14 AND #18 BARS #I I BAR AND SMALLER THE VALUES IN THE TABLE SHOWN BELOW 15 FROM THE VULCRAFT METAL DECK PRODUCT MANUAL AND REPRESENTS THE RECCOMMENDED WELDED WIRE FABRIC. DECK TYPE TOTAL SLAB DEPTH RECOMMENDED WELDED WIRE FABRIC 1 .5VL,VLIorR <= 4 3/4" G X G- W I .4 X W I.4 1.5VL,VLIorR > 4 3/4" G X G- W2.1 X W2.1 2VLI <=5 1/4" GXG-WIAXW1.4 2VLI > 5 1/4" G X G- W2.1 X W2.1 3VLI <=G 1/4" GXG-WIAXW1.4 3VLI > G 1/41t G X G- W2.1 X W2.1 3" 2" 1 1/2" 1 1/2" 3/4" CONCRETE: ALL CONCRETE SHALL HAVE THE FOLL01MiJG MIN, PROPFRTIf_S: LOCATION I 28 DAY STRENGTH SLUMP MAX AGGR. FOUNDATION _ 3,000 psi SLAB -ON -GRADE (UP TO 4'' THICK) _,3.000 psi 411+411 4" + I" 1 1/2" 1 1/2" SLAB -ON -GRADE (OVER 4" ThICK) ' )o p51 TIE BEAMS 4;000 p51 411+ 1 " 4" + I" 1 1 /2" 3/4" TIE COLUMNS 3,000 p51 411+ 1" 3/4" _ CA51-IN-iLAI.0 bEAlV-_) +.06c, psi 4` + I " 1 " CAST -IN-PLACE COLUMNS 4,000 psi 4" + kmi � Z EQUIPMENT SUPPORTS 4,000 psi 411+ 1" I" TILT -UP PANELS 4,000 psi 411+ 1" 1 1/2" GROUT UNDER TILT -UP PANELS 5,000 p51 8" + I 1" 3/8" ELEVATED SLABS FORMED AND POURED 4,000 psi 411+ 1` III ELEVATED SL ABS FORMED W/ MTL DECK 4,000 p5i 4" + I" I " GROUT FOR FILLED CELLS 2,500 p51 811+ 1 1" 3/8" NOTES: 1 - SLUMP FOR RAMPS AND SLOPING SURFACES SHALL NOT EXCEED 4". 2. SEE MASONRY GENERAL NOTES FOR, GROUT TESTING REQUIREMENTS. 3. COLD JOINTS ARE NOT RECOMMENDED - ALTHOUGHT IF REQUIRED THEY SHOULD BE PLACED A MINIMUM OF 2'-0" OFF CENTERLINE OF COLUMNS.. CONCRETE PROPERTIES SHALL BE VERIFIED THROUGH INDUSTRY STANDARD TESTING PROCEDURES BY A CERTIFIED TESTING AGENCY, MIN. TEST REQUIRED SHALL INCLUDE SLUMP AND CYLINDER BEAKS FOR COMPRESSIVE STRENGTH. FINDINGS SHALL BE SUBMITTED TO THE ARCH./ENG. FOR REVIEW. CONCRETE WORK SHALL CONFORM TO LATEST EDITIONS OF ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND ACI 315 DETAILS AND DETAILING OF CONCRETE REINFORCEMENT. CONCRETE MIX DESIGN 51ALL MEET THE FO'_LOWING CRITERIA: 1. PROPOSED MIX DESIGN SHALL BE ACCORDANCE WITH ACI 301 METHOD I OR 2. METHOD 2. 3, ENTRAPPED AIR CONTENT SHALL NOT EXCEED 3%. 4. ADPlIAXTURES USED TO ENTRAIN AIR ARE NOT ACCEPTABLE. ALL CONCRETE -0 BE NORMAL_ V 11GHT WITH A D[S]:-P\ STRENGTH AT 28 DAYS. A lC r, Tr) RESULT IN ! R.EJE,. ! 4` T L_ CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY Of 1E FORMS AND SHORING AND FOR SAFE PRACTICE IN THEIR U5r AND :tfMOVAL. I P'-ACII,dG OF COP�iCRETE iN f1 UP�i A�'� 'J A' ' ` SHALL BE IN LIFTS_ NOT EXCL;_UIIvG 7 1i2 rE 'DIv . _( :LTE SHAL_ PSE PLA -LD THROUGH El EPhANT I IKUNK TUBUlLA`' )1 IJFE") 1l ra J : !J�,i , 1[ L i=\IR L)r�\Ui' L THE MIX DOES NOT EXCEED C FEET. AILT (11 PLACrMENT MET HOD OF CONCRETE WITH OK WITHOUT ADMIXTURES SHALL JOT BE J5ED UNLESS APPROVED BY ENGINEER OF RECORD. MONOLITHIC SLAB FINIShE5 THE FOLLOWING REQUIREMENTS ARL B ,-LD, ON THF !!A:TEST F'_OOR FLATNESS (FF) / FLOOR LEVELNESS (FL) VALUES/METHODS. BIDS FOR THI5 WORK 5HALL REFLECT THESE REQUIREMENTS AND ENFORCEMENT THEREOF CAN BE EXPECTED. NON-CRITICAL FLOOR TOLERANCE I. FLOAT FINISH (FLT -FN) 2. SPECIFIED OVERALL VALUE: FF25/FL20 3. MINIMUM LOCAL VALUE: FF20/FL 17 4, APPLY FLOAT FINISH TO MONOLITHIC SLAB SURFACES THAT ARE TO RECEIVE MUD SET TILE AND OTHER THICK FINISHES, AND TO SLAB SURFACES WHICH ARE TO BE COVERED WITH WATERPROOFING MEMBRANE. TYPICAL CLASSROOM, CORRIDOR, NORMAL SIZED ROOMS (100 TO GOO 5F): TROWEL FINISH I (TR -FN I) I. SPECIFIED OVERALL VALUE: FF30/FL23 2. MINIMUM LOCAL VALUE: FF25/FL20 3. APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES THAT ARE TO RECEIVE 4. WOOD FLOORING, CARPET, PAINT, OK OTHER THIN FILM FINISH COATING SYSTEM. L ARGE ROOMS (GO I SF AND OVER) AND PUBLIC AREAS: TROWEL FINISH 2',TR-FN2) 5?FCIFIED OVERALL VALUE: FF3G/FL25 2 MINIMUM LOCAL VALUE: FF30/FL22 APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES THAT ARE TO RECEIVE 3. RESILIENT FLOORING; CARPET, PAINT, OR OTHER THIN FILM FINISH COATING 4, SYSTEM. ELEVATED 5LA.BS SHALL HAVE A SPECIFIED OVERALL VALUE OF FF22 TO FF27 AND A MINIMUM LOCAL OF FF20 WITH f!0 FL NUMBER DEFINED. FLOG O-ElPA,NCF rL00K FLATNESS AND EVfLNIf55 TESTS ON F1001 SLABS 5"1,_'._ LE C.0 UCTED IN .ACCORDANCE WT," THE PROVISIONS Fr r T1 INA -;T,`' 7 F'r _'r;Cl CF SUP �} AGR-rF 7.2.3 _\,Ck ` �I;; L C JFPEN'�F' i � TES IP LA[5QRA10R� WiTti,' . 24 10UR5 AFL "O ✓ 11 -1- 1,i Or HE F Nr,- ��OWEL � , OPr 50N,AND BEFG L FORMS AND :;rvKES r'IA E ;10VFD. MEASU'PlV ANT 51HALL BE TAKE% . 51NG A DIPS, !CK AUTO-F.EAD F' 00° PROFILER AS MA^ L'FACTURED BY TFF EDWARD W. FACE COMPAN !?JC. vF " ROL K. A RE5P?5 OF FLOOR TOLERANCE TESTS, INCLUDING A FORMAL NOTICE OF OR REJECTION OF THE WORK, SHALL BE PROVIDED Ti; TIE CONTACTOR AND TIE ARCHITECT WITH IN 24 HOURS AFTER DATA COL-ECTION. OUT -OF -TOLERANCE WORK SHALL BE REPAIRED OR REPLACED AT THE ARCHITECT'S DISCRETION ,AT NO COST TO THE OWNER. SPECIALTY ENGINEERJNG REQUIRErv1ENTS STEEL PAN STAIRS SHALL BE DESIGNED BY A SPECIALTY ENGINEER, HIRED BY THE STEEL FABRICATOR, AND SHALL INCLUDE STRINGERS, TREADS, HAND RAILINGS, PLATFORMS AS REQUIRED, FAN INSERTS, M15C SUPPORTS AND CONNECTIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE 51GNED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE SAME STATE AS THE PPOJFCT LOCATION. MINIMUM DESIGN LIVE LOAD SHALL BE 100 PSF. HANDRAILS, POSTS AND 5UPPORT CONNFC T IONS SHALL BL DESIGNED BY A SPECIALTY ENGINEER, HIRED BY THE STEEL F.ASRICATOR SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND IJ 5T BE 51 GICED Y ;LALEU EI,CEEG!DTERED IN T HE SAME STATE AS THE PROJECT LOCATION. DESIGN LOADING(S) SHALL CONFORM TO AT LEAST THE MINIMUM REQUIREMENTS OF THE APPLICABLE BUILDING CODE. (SEE DE51GN CRITERIA). MASONRY MASONRY CONSTRUCTION, MATERIALS, AND INSPECTION SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE LATEST ADOPTED EDITIONS ACI 530 * 530. 1, ASCE 5 � G, TMS 402 * G02, ASTM C47G t C 1019, AND NCMA TEK 107, UNLESS SPECIFIED IN THESE CONTRACT DOCUMENTS. CONCRETE BLOCKS SHALL CONFORM TO THE MINIMUM REQ, OF ASTM C-90 WITH f'm=1,500p51 (1,900p51 ON THE NET AREA) MORTAR SHALL COMPLY WITH THE MINIMUM REQUIREMENTS OF ASTM C270 FOR TYPE M OR S W/ (COMPRESSIVE STRENGTH=2500p51 AND 1800p51 RESPECTIVELY, SITE TESTED MORTAR CUBES SHALL ACHIEVE A MINIMUM OF 80% OF THE DESIGN COMPRESSIVE STRENGTH) BLOCK SHALL NOT BE MOISTENED BEFORE GROUTING. ALL CROSS WEBS SHALL BE FULLY BEDDED IN MORTAR AROUND CELLS TO BE GROUTED. GROUT FOR FILLED CELLS SHALL BE PLACED AS INDICATED BELOW: NOTES: I . DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT NOT LESS THAN 24 HOURS. 2. WAIT A MINIMUM OF (1) HOUR BEFORE PLACING NEW GROUT ON A PREVIOUS LIFT. 3. THE MINIMUM CONTINUOUS UNOBSTRUCTED CLEAR AREA IN CELL TO RECEIVE GROUT MUST BE NOT LESS THAN 3"x3". 4. MORTAR FINS MUST BE REMOVED AS BLOCK PLACEMENT PROCEEDS. 5. MORTAR DROPPINGS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED. 6. MAXIMUM WALL HEIGHT FROM TOP OF FOOTING OR PREVIOUS GROUT POURS LAID UP AT ONE TIME SHALL BE 12'-0". GROUTING DETAIL SEE PLANS AND PLAN NOTES FOR LOCATION OF GROUTED CELLS STOP GROUT MIN 1 1/2" BELOW TOP OF UNIT IF GROUTING IS STOPPED FOR MORE THAN ONE HOUR. MAX HEIGHT OF LIFT = 5'-0". WAIT 3 T05 MINUTES AND CONSOLIDATE WITH FLEXIBLE CABLE VIBRATOR. RECONSOLIDATE AFTER AN ADDITIONAL 30 MINUTES BEFORE PLASTICITY IS LOST. SEE CONCRETE GENERAL NOTES FOR GROUT PROPERTIES IF WALL IS LAID UP NO GREATER THAN 5'-0" IN HEIGHT ABOVE THE FOOTING OR PREVIOUS GROUT LIFT(S), A CLEAN-OUT HOLE SHALL NOT BE REQUIRED. OTHERWISE, PROVIDE CLEAN- OUT HOLE WITH MINIMUM SIZE OF 3"x3" OVERHANGING MORTAR AND DEBRIS SHALL BE REMOVED FROM INSIDE THE CELL WALLS. SEAL PRIOR TO GROUTING BUT AFTER INSPECTION. GROUT PLACEMENT STOPPED FOR (1) HOUR OR MORE SHOULD BE STOPPED (1 1 /2") BELOW THE TOP OF THE MASONRY UNIT TO PROVIDE A KEY FOR SUBSEQUENT GROUTING. STOPPING AND RESUMING WORK: RACK BACK 1/2 -UNIT LENGTH IN EACH COURSE. DO NOT TOOTH. CLEAN EXPOSED SURFACES OF SET MASONRY WET UNITS LIGHTLY (IF RECD) AND REMOVE L005E MAS UNITS AND MORTAR PRIOR TO LAYING FRESH MASONRY. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS. DO NOT APPLY CONCENTRATED LOADS TO MASONRY WALLS FOR (7) DAYS. MAXIMUM CONTROL JOINT SPACING FOR CONCRETE MASONRY UNITS SHALL BE THREE (3) X WALL HEIGHT BUT NO FURTHER THAN 50FT. REFERENCE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. PROVIDE GROUT FILLED PRECAST "U -LINTELS" WITH ONE (1) #5 CONTINUOUS AT ALL OPENINGS WHERE THE CONCRETE BEAMS ARE NOT SHOWN OR NOTED. MINIMUM UNFILLED LINTEL CAPACITY EQUAL FOUR HUNDRED (400) POUNDS / FOOT FOR SPAN INDICATED. HORIZONTAL REINFORCE WALL WITH LADDER TYPE (ASTM A82, #9 GAGE WIRE) DEFORMED REINFORCEMENT EQUAL TO DUKO-WALL IN BED JOINTS AT SIXTEEN (I G) INCHES O.C. UNLESS OTHERWISE NOTED ON PLANS MEASURED VERTICALLY. EXTEND ALL VERTICAL WALL REINFORCING TO WITHIN TWO (2) INCHES OF TOP OF WALL OR BEAM UNLESS OTHERWISE NOTED ON PLANS. TERMINATE REINFORCING WITH STANDARD ACI 90 DEGRE55 HOOK IF ROOF J015T AND / OR TRUSSES BEAR ON THE TOP OF WALL. IF A PARAPET EXIST, HOOK 15 NOT REQUIRED. SEE FOUNDATION PLAN FOR ALL VERTICAL REINFORCING REQUIRED TYPICAL VERTICAL REINFORCING 51ZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. CONTINUOUS 8" NOMINAL WIDTH BY I G" DEEP BOND BEAMS REINFORCED WITH TWO (2) #5 CONTINUOUS BARS IN EACH COARSE ARE REQUIRED FOR MASONRY STEEL LINTELS AND EXPANSION ANGLE REFERENCE STRUCTURAL PLANS. CONTINUOUS 8" NOMINAL WIDTH BY I G" DEEP BOND BEAMS REINFORCED WITH TWO (2) #5 CONTINUOUS BARS ARE REQUIRED AT PARAPETS. BACKER ROD AND RESILIENT CAULKING FILLED CELL EA SIDE OF MCJ W/ TYP WALL REINF. NEOPRENE PRE- FORMED J ZC 1/2" THRU-WALL VERTICAL NOTES: GASKET CONTROL JOINT 1. THRU-WALL JOINT SHALL BE CONTINUOUS WITHOUT INTERRUPTION FROM FOUNDATION TO TOP OF WALL. 2• TERMINATE TYPICAL HORIZONTAL JOINT REINFORCING AT JOINT. 3. MA50NKY CONTROL JT (MCJ) MAXIMUM SPACING OF CONTROL JOINTS SHALL BE (3 x WALL HEIGHT) OR 50'-0", WHICHEVER IS LESS. FILL CORE SOLID W/ RESIL CAULKING MORTAR FOR FULL HT 15# BUILDING FELT BOND BREAKER .r.. k CONTROL JOINT THE CONTRACTOR MAY USE CONTROL TYPE BLOCK W/ ARCH APPROVAL MA50N RY CONTROL JT (MCJ) ALTERNATE TEMPORARY BRACING AND SHORING OF WALLS TO PROVIDE STABILITY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE OWNER / CONTRACTOR. I- J z� Z SEE SCHED FOR O � z O STIRRUQ P SPCG 3/8"x I " VERT (DUMMY) JOINT EACH SIDE OF TIE BEAM ':.4 A '' II 'h- 3/8" JOINT ADJUST STIRRUP REINF CONT @ LOCATION SLIGHTLY CONTROL JOINT TO CLEAR THE JOINT IN CONIC TIE BEAM BY 2" (MIN) MCJ @ TIE BEAM JOB 51TE MIXING OF GROUT SHALL NOT BE PERMITTED. TESTING SHALL CONFORM TO ASTM C 1019. SEE TEST MOLD DETAIL BELOW, 5EE SCHEDULE UNDER CONCRETE NOTES FOR COMPRESSIVE STRENGTH AND SLUMP REQUIREMENTS. NOTE: GROUT TEST PRISM (4) 8x8x I G CMU BLOCKS REQUIRED COVER UNITS USING AB50RPTIVE PAPER TOWELLING W/ TAPE - FRONT BLOCK REMOVED FOR CLARITY 3"x3"x 1 5/8" WOOD BLOCK DETAIL MA50NRY GROUT TEST MOLD (ASTM C-1 O 1 9) MASONRY CONT TYPICAL MECHANICAL OPENING DETAIL: NOTE: GC TO CONTACT ENGINEER IF OPENING EXCEEDS SIZE AND AND SPACING SHOWN. CONCRETE FILLED ADD TYP WALL PC "U" LINTEL W/ ADD TYP WALL REINF THIS (2) #5 * 8" BRIG @ REINF THIS I LOCATION EACH END I LOCATION I T/ FTG EL SEE PDN 2 1 '-o" I o„ MIN 3'-4" MAX 3'-4" MIN 3'-4 BETWEEN OPNGS BETWEEN OPNG5 TYP MECH OPNG Th RU I=TG TEMPORARY BRACING AND SHORING OF WALLS TO PROVIDE STABILITY DURING CONSTRUCTION 15 THE RE51PON5113ILITY OF THE CONTRACTOR. PROVIDE GROUT FILLED PRECAST U -LINTELS WITH (1) #5 CONT AT ALL OPENING5 WHERE CONCRETE BEAMS ARE NOT SHOWN OR NOTED. MINIMUM UNFILLED LINTEL CAPACITY = 400 Ib/LF FOR SPAN INDICATED. HORIZONTALLY REINFORCE WALLS WITH LADDER TYPE (ASTM A-82, #9 GAGE WIRE) DEFORMED REINFORCEMENT EQUAL TO DURO-WALL IN BED JOINTS AT I G" OC UNO, MEASURED VERTICALLY. PLACE PER MFR INSTRUCTIONS. LAP ALL HORIZONTAL JOINT REINFORCING 8" MIN. VERTICAL REINFORCING MUST HAVE A MINIMUM CLEARANCE OF 1/2" TO INSIDE FACE. VERTICAL BAR LAP = 48 x BAR DIAMETER. SEE FILLED CELL DETAIL BELOW FOR ADDITIONAL INFORMATION. NOTES: 5EE FOUNDATION PLANS FOR ALL VERT REINF. REQ. TYP VERTICAL REINFORCING SIZE SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. EXTEND ALL VERTICAL WALL REINFORCEMENT TO WITHIN 2" OF TOP OF WALL OR BEAM UNLESS NOTED OTHERWISE. TERMINATE REINFORCING WITH z STANDARD ACI 90 DEGREE HOOK IF ROOF JOISTS AND/OR Q TRUSSES BEAR ON TOP OF MaeN� WALL AND THERE IS NO z PARAPET. IF PARAPET m co EXISTS, HOOK IS NOT Tr REQUIRED. I'll -LED CELL DETAIL STOP VEKTS 2" FROM TOP OF WALL PROVIDE STANDARD ACI HOOK (TYP) VERT BAR CENTERED IN FILLED CELL DOWELS SAME AS VERT BARS HORIZ JOINT REINF @ I G" OC VERT SPACING STANDARD HOOK (ALTERNATE SIDES) VERTICAL REINFORCEMENT IN WALLS SHALL BE SECURED AND LATERALLY SUPPORTED AGAINST DISPLACEMENT AT INTERVALS NOT EXCEEDING 192 x BAR DIAMETER OR 10 FT WHICHEVER 15 LE55 WHENEVER A CLEANOUT 15 REQUIRED. SEE GROUTING DETAIL NOTE FOR CLEANOUT REQUIREMENT5. REINFORCE MASONRY OPENINGS GREATER THAN I'-0" WIDE, WITH HORIZ JT REINF PLACED IN (2) HORIZ JOINT'S APPROXIMATELY 8" APART, IMMEDIATELY ABOVE THE LINTEL AND IMMEDIATELY BELOW THE SILL. EXTEND REINFORCING A MINIMUM OF 2'-0" BEYOND JAM55 OF THE OPENING EXCEPT AT CONTROL JOINTS. SEE PLAN FOR ADDITIONAL REQUIREMENTS. ALL CELLS OF CMU WALLS IN AIR CONDITIONED BUILDING WHICH ARE NOT GROUTED SHALL BE FILLED WITH PERLITE, VERMICULITE, OR POLYURETHANE FOAMED -IN-PLACE AS SPECIFIED BY THE LATEST ADOPTED EDITION ON THE INTERNATIONAL ENERGY CONSERVATION CODE, MARKUPS # DATE I BY 1 155UE I 105-07-151 J5V I PER MARKUPS. 2 105-24-151 1 PER MARKUPS. REV1510N5 # DATE BY 155UE FOUNDATION NOTES RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, SANFORD, FL 32771 to o' az J Z z °L �r �a DO ti Z g� nu) z On all i M • 8 O ... ,\GENS No.5 8 .0 TAT OF G ss/O N A 1 DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE N.T.5. JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET S -F -O 12 °s W MaeN� z U nm� Nn � Tr m3FO OOzF N ` �-ZNe V kmi � Z �o =�aazzNo W (7 oNW p ^min i0 iw�p�o��OK U7 omi ^gig�6 g° m� n,"=n°moo RiE € w in°�° Zm a u i M • 8 O ... ,\GENS No.5 8 .0 TAT OF G ss/O N A 1 DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE N.T.5. JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET S -F -O F T I F_ --I I I I I 5TAI R I e� Off ----- I0— man H I I N HI I NOTE5: • A CONTINUOUS x 8"MIN DEPTH BOND BEAM (BB 1) SHALL BE PROVIDED AT T/CMU PARAPET OR INTERIOR NON -LOAD BEARING CMU WALL5 (TYP., UNO). • A CONTINUOUS x I G"MIN. DEPTH BOND BEAM (5152) SHALL BE PROVIDED AT EACH FLOOR LEVEL, INTERMEDIATE 5TAIR LANDING, ROOF BEAM ATTACHMENT, TRU55 BEARING LOCATION, AND TOP OF ELEVATOR/5TAIR SHAFT (TYP., UNO) IN 3 G- 13.. 100' -QUI F_. J f I CGG-4A OFFSET BASE PLATE TO WF30- I O OFFSET BASE PLATE 1OF70 \. I v F70- 1 3 WF30-1 0 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- -- - -- - - — ----N0T-tNTERFERf NOT INTER,RE W/ CMU 1 �- _t D � ( "DF ---- !�I-t ! ! i Ffi -� _T �----T--T-----I--I- n L J n I n I n n I n N Ip t N I I WF3O-61 N I I n n n n n N n •� � ; � t o n I n n n ! m ! ^ I CGG- I OB OFFSET 6A5E PLATE TO CGG- I I I FD - N � � I I F90- I G NOT INT FE W/ CMU F90- I G 11 FD- I I ! n I n I n n N n ! I n n ! ! ! ! 1 1 CGG-G I ! ! n Li u Li I� CIS I `�RD� cGG-G �- --�-_------ -� Q n Q n Q n Q n l Q n Q n l Q n l O I l O I l O I I p I O I l N 0 II II N� n ° n n I ^! �I n �I ! �' n �! F2 G i + n n n^ cn n (n ^ n N in I ^ ! ! ! ! n l n F50-10 5' -0"x5' -0"x 1'-0" 1 1 1 1'-4" T/EXT. CMU WALL FTG. EL = - I'-4", TYP. UNO (VERIFY NVl Ln 61 -011x6' -0"x 1'-011 p - - F - --t 6' -6"x6' -6"x 1 '-311 (6) #6 EA WAY BOT 13AR5 BEi_OW OPENINGS ALSO. F76-13 CG (7) #6 EA WAY BOT BARS EL = I'-4", TYP UNO. =1 pl I ELEVATOR 17-4" pl l �n I ^ n FOUNDATION SCHEDULE pl I OI I pl l �n ^ ^ n ,II I I I I -1 �I ^ �I �I ^ �I �I ^ �I FOUNDATION SCHEDULE MARK 51ZE (L x W x D) REINFORCING REMARKS fl 5EE ELEV. PIT DETAIL SEE ELEVATOR PIT DETAIL CORNERS AND AT MAX SPACING A5 SPECIFIED BELOW: SEE PLAN FOR DIMEN51ON x I'-6" THICK (7) #6 TOP BOT BAR5 LW #6 @ 12" o.c. MAX. 5W I I I n I I I I I I • FDN TO 15T ELEV. SLAB: #G VERT. BAR @ 24"o.c. MAX. 2. T/ 5LAE EL = 0'-0", UNO (REFERENCE ONLY) SEE CIVIL DWG5 !III!IIIIII!! (4) #5 EA WAY BOT 5AR5 2ND ELEV. SLAB TO T/WALL: #5 VERT, BAR @ 48"o.c. MAX. F50-10 5' -0"x5' -0"x 1'-0" (5) #5 EA WAY BOT BARS T/EXT. CMU WALL FTG. EL = - I'-4", TYP. UNO (VERIFY NVl Ln 61 -011x6' -0"x 1'-011 (6) #5 EA WAY BOT BARS EE 5EE F66-13 6' -6"x6' -6"x 1 '-311 (6) #6 EA WAY BOT 13AR5 BEi_OW OPENINGS ALSO. F76-13 CG (7) #6 EA WAY BOT BARS EL = I'-4", TYP UNO. (NT 2E3) T/EXT. STL COL FTG EL = I'-4", TYP UNO W1`30-10 CONT.x3'-0"x 1'-0" (4) #5 BOT BARS W/ #4 TRANS. @ 48"o.c. MAX. W1`36-10 � (4) #5 BOT BARS W/ #4 TKAN5. @ 4811o.c. MAX. Li #1 1, (TYP.) CONT.x4'-0"x 1'-0" (5) #5 BOT BARS W/ #4 TRANS. @ 24"o.c. MAX. 3/4 SLOPES AND DEPRESSIONS. INTERFERENCE W/ OTE';EP, TRADES. SEF - lI!l!IlII! F7G- 1OI=-3 III!IIII! IIIIII!IIIII (3) #5 BOT 5AR5 OF CONTROL JOINTS ON SLAB ON GRADE. 7. ALL FTG5 ARE CENTERED BENEATH BEARING WA115 AND 1 7 3/4 COLUMNS, TYP UNO. THN530- I OA CONT.x3'-0"x I'-0"(MIN.) (3) #5 BOT 5AR5 W/ #4 TRANS. @ 48"o.c. MAX. THN530- 1015 CONT.x3'-0"x I'-0"(MIN.) (3) #5 T*B BAR5 W/ #3 TIES @ 48"o.c. MAX. 1 7 3/4 PI C66 -4A H556x6x1/4 12 12 3/4 7 3/4 SEE BASE PLATE DETAIL BP -A C66-105 H556x6x5/8 16 12 1/4 7 3/4 1 HE BA5E PLATE DETAIL BF -13 NOTES: I . ANCHOR BOLTS SHALL BE ASTM A3G (UNO) BOLT MINIMUM MAXIMUM MATERIAL EMBEDDED EMBEDDED MINIMUM EMBEDDED THREADED EACH END WITH NUT AT BOTTOM, TYPE LENGTH LENGTH EDGE DISTANCE TACK WELDED SECURE. PLATE WASHER AT BOTTOM NUT 5HALL NOT BE REQUIRED. CONFORM TO CHART AT RIGHT FOR EMBEDMENT, UNLE55 NOTED OTHERWISE IN SCHEDULE ABOVE. 2. "J -BOLTS" ARE NOT ACCEPTABLE ALTERNATE5. A307, A3G 12d E = FTG < 3. PLATE WASHERS SHALL HAVE HOLE WITH DIAMETER THICKNE55 A325, A449 17d -511 O OVERSIZED HOLES AND PLATE WASHERS FOR BASE PLATE5 BOLT HOLE IF- WASHERS ) HOLE ft WA5HER5 0 oC DIAMETER DIAMETER 3/4" 1 5/1 G" 5/1 G"x3"x3" 1 112" 2 5/1 G" n 7/8" 1 9/1 G" 5/1 G"x3"x3" nI: 2 3/4" 7/1 G"x5"x5" I!I! u u u I � 1 1 u u u I J u 10'-2" 9' -NOTE --- II 10' 10 Ln Q O O o o Q Q of Q d Q Q0l of of O O O n I O O ' co n nm I! Il! l un n n ZI Z z z z z zl =; zI z IIII z III!II z -T T +---- + T-unnnnnnnnnn^S, -G--8 }1II!!!!!IIIII! -IIlI!!lIIIII �unnnnn^nnunnnn^u, �II T^unnn^^nnnnnnnul �IIIIlIlIIIIII IIIlI IIII!I III Li I ! 0 FOUNDATION SCHEDULE MARK 51ZE (L x W x D) REINFORCING REMARKS fl 5EE ELEV. PIT DETAIL SEE ELEVATOR PIT DETAIL CORNERS AND AT MAX SPACING A5 SPECIFIED BELOW: 1`2 SEE PLAN FOR DIMEN51ON x I'-6" THICK (7) #6 TOP BOT BAR5 LW #6 @ 12" o.c. MAX. 5W I I I n I I I I I I • FDN TO 15T ELEV. SLAB: #G VERT. BAR @ 24"o.c. MAX. 2. T/ 5LAE EL = 0'-0", UNO (REFERENCE ONLY) SEE CIVIL DWG5 I^I !^I I I I^i I I 1`40-10 4'-0114-0"x 1'-0" (4) #5 EA WAY BOT 5AR5 2ND ELEV. SLAB TO T/WALL: #5 VERT, BAR @ 48"o.c. MAX. F50-10 5' -0"x5' -0"x 1'-0" (5) #5 EA WAY BOT BARS T/EXT. CMU WALL FTG. EL = - I'-4", TYP. UNO (VERIFY NVl F60-10 61 -011x6' -0"x 1'-011 (6) #5 EA WAY BOT BARS E). F66-13 6' -6"x6' -6"x 1 '-311 (6) #6 EA WAY BOT 13AR5 BEi_OW OPENINGS ALSO. F76-13 71 -6"x7 -6"x 1 '-3" (7) #6 EA WAY BOT BARS EL = I'-4", TYP UNO. (NT 2E3) T/EXT. STL COL FTG EL = I'-4", TYP UNO W1`30-10 CONT.x3'-0"x 1'-0" (4) #5 BOT BARS W/ #4 TRANS. @ 48"o.c. MAX. W1`36-10 CONT.x3'-6"x 1'-0" (4) #5 BOT BARS W/ #4 TKAN5. @ 4811o.c. MAX. WF40-10 CONT.x4'-0"x 1'-0" (5) #5 BOT BARS W/ #4 TRANS. @ 24"o.c. MAX. 3/4 SLOPES AND DEPRESSIONS. INTERFERENCE W/ OTE';EP, TRADES. SEF TD516-10 CONT.x I' -0"x I'-0"(MIN.) (3) #5 BOT 5AR5 OF CONTROL JOINTS ON SLAB ON GRADE. 7. ALL FTG5 ARE CENTERED BENEATH BEARING WA115 AND 1 7 3/4 COLUMNS, TYP UNO. THN530- I OA CONT.x3'-0"x I'-0"(MIN.) (3) #5 BOT 5AR5 W/ #4 TRANS. @ 48"o.c. MAX. THN530- 1015 CONT.x3'-0"x I'-0"(MIN.) (3) #5 T*B BAR5 W/ #3 TIES @ 48"o.c. MAX. 1 7 3/4 STRUCTURE A FOUNDATION PLAN THREE STORY FOUNDATION PLAN NOTES: ~I n l I . FLOOR SLAB SHALL BE 4" THICK, Fc=4,000p51 CONCRETE REINF W/ 8. REINF CMU WALLS WITH VERT BAR CENTERED IN GROUT FILLED CELL AT ENDS, Gx6 'ut! 1 .4xW 1.4 WWF OVEP, 6 MIL VAPOR BARRIER ON COMPACTED I I I I I I I H I CORNERS AND AT MAX SPACING A5 SPECIFIED BELOW: 5U5GRADE. (SEE SLAB ON GRADE DETAILS FOR PLACEMENT OF REINF) u I I I I I I I I n I I I I I I • FDN TO 15T ELEV. SLAB: #G VERT. BAR @ 24"o.c. MAX. 2. T/ 5LAE EL = 0'-0", UNO (REFERENCE ONLY) SEE CIVIL DWG5 I^I !^I I I I^i I I • 15T TO 2ND ELEV. SLAB: #5 VERT. BAR @ 24"o.c. MAX. FOR ACTUAL ELEVATION. I I IHI I I I I I I 2ND ELEV. SLAB TO T/WALL: #5 VERT, BAR @ 48"o.c. MAX. 3. T/INT. CMU WALL FTG EL = - I' 41', TYP UNO. I I SEE "TYP FILLED CELL PARTIAL PLAN" FOR ADDITIONAL INFORMATION. T/EXT. CMU WALL FTG. EL = - I'-4", TYP. UNO (VERIFY NVl InI I^I I I I I IHI I I FR05T DEPTH REQUIREMENTS) E). TYPICAL SPACING OF FILLED CELLS SHALL APPLY ABOVE AND 4. T/INT. STL COL FTG EL = - I'-0% iYP UNO. I I I I I I I I I I i I I I i I BEi_OW OPENINGS ALSO. T/INT. 5TL COL FTG WHERE PLUMBING OCC:1R_S G. 5EE GENERAL NOTE5 SHEETS FOR ADDITIONAL INFORMATION. EL = I'-4", TYP UNO. (NT 2E3) T/EXT. STL COL FTG EL = I'-4", TYP UNO i 1. (2) #4 x 4-0" LONG @ 3' C/C PLACED 2" CLEAR FROM CORNER, (VERIFY W/ FROST DEPTH REQUIREMENTS) C66-4 CENTERED IN SLAB, TYP, 5. ALL CVU BRG WALLS ARE 8", DTI UNC. 12. MAINTAIN STRUCTURAL SLAB THICKNESS AT ALL FLOOR G. STEP FTG WERE SHOWN AND A5 KEQU'i'RFJ TO AVOJ 3/4 SLOPES AND DEPRESSIONS. INTERFERENCE W/ OTE';EP, TRADES. SEF SE FOUNDATION U`ETF�IL SHEET FOR MIN. SPACING REQUIRED DETAIL 12 OF CONTROL JOINTS ON SLAB ON GRADE. 7. ALL FTG5 ARE CENTERED BENEATH BEARING WA115 AND 1 7 3/4 COLUMNS, TYP UNO. 1!V (3) G, -,-O' -TED �CELLS REINF W/ (2) #G VERT. X'_ BARS EA. CELL, 90'-8" WF30- I 0 I ^ I InI I I I^I I I InI I n I ! I u 90'-3" InI u zI I n 92'-8" u n -------rte I InI I^I I^I I I I I InI InI InI 2 I 15TAI R 2 I I I I I I FD35I I I I FC IHI I I InI InI InI p1 7 1 I I I ;1 1 1 IuI IuI IuI °I 1 1 ^I InI Inl I D_ I IuI IuI IHI I I i I I I L ----_j I I I I m l I I In to 0I I WF30- 10 ^ (n^ I T H I I A I I I I =I I ~ I I I I I I n I ~I n l I I InI I I I^i IuI InI I I^I I I I I I I I I I I H I I I InI I InI u I I I I I I I I n I I I I I I I n I I I I I I I I I^I !^I I I I^i I I InI InI I^I I I I I IHI I I I I I I InI InI IuI InI InI IuI I I I I I I IHI 10'-2" 1 on H H H 10-3" I I InI I I InI I I I I I I I I I I I I I I of ^ I I of n l I I CD OI I I I I I of I I I of ml n l of I ml ^ I of I m l H I of I I ml H I I zl zl I z l I zl I I I PLATE F11 j ug�N IZ �zt9z Oa3 I I I I I I I I I I I^I InI I I InI I^I I I I I IHI I I I I I I IHI I I I I I I^I IuI I I I I InI IuI I I I I I I I I I I I I I I I I I I I I I I i I I I i I I I InI I I InI I I IHI I I I I IHI � I COLUMN BASE PLATE SCH EDU LE J 122 VO N wUW ANCHOR CAP ILJ n°'� COLUMN COLUMN BASEPLATE (") BOLT (") PLATE F11 j ug�N a" �zt9z Oa3 uj REMARKS A B T E d E2 MARK SIZE RW aa � m� d�ww � Z (NT 2E3) N� z �woF0000� °0 di'., m C66-4 H556x6x 1/4 12 12 112 7 3/4 C66-6 H556x6x3/8 12 12 3/4 1 7 3/4 1!V C66-8 H556x6x 1 /2 12 12 1 7 3/4 C66 -4A H556x6x1/4 12 12 3/4 7 3/4 SEE BASE PLATE DETAIL BP -A C66-105 H556x6x5/8 16 12 1/4 7 3/4 1 HE BA5E PLATE DETAIL BF -13 NOTES: I . ANCHOR BOLTS SHALL BE ASTM A3G (UNO) BOLT MINIMUM MAXIMUM MATERIAL EMBEDDED EMBEDDED MINIMUM EMBEDDED THREADED EACH END WITH NUT AT BOTTOM, TYPE LENGTH LENGTH EDGE DISTANCE TACK WELDED SECURE. PLATE WASHER AT BOTTOM NUT 5HALL NOT BE REQUIRED. CONFORM TO CHART AT RIGHT FOR EMBEDMENT, UNLE55 NOTED OTHERWISE IN SCHEDULE ABOVE. 2. "J -BOLTS" ARE NOT ACCEPTABLE ALTERNATE5. A307, A3G 12d E = FTG 5d >4 In. 3. PLATE WASHERS SHALL HAVE HOLE WITH DIAMETER THICKNE55 A325, A449 17d -511 7d >4 1n. EQUAL TO BOLT DIAMETER + I / I G". OVERSIZED HOLES AND PLATE WASHERS FOR BASE PLATE5 BOLT HOLE IF- WASHERS BOLT HOLE ft WA5HER5 DIAMETER DIAMETER DIAMETER DIAMETER 3/4" 1 5/1 G" 5/1 G"x3"x3" 1 112" 2 5/1 G" 7/1 G"x5"x5" 7/8" 1 9/1 G" 5/1 G"x3"x3" 1 3/4" 2 3/4" 7/1 G"x5"x5" MARKUPS # I DATE I BY 155UE I 05-07-18 1 J5V PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUPS. REVISIONS I # T- DATE BY 155UE STRUCTURE A FOUNDATION PLAN KINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 ENSF _ N0.55428 _ .o STA �°,�`""•. IOP ." �a�' �� DRAWN BY DATE EDJ 02-09-I5 CHECKED BY DATE RMB05-10-18 SCALE 1/451. = 11 JOB NUMBER 2035 FILE NAME 2035-5TR.DWG 5HEET J 122 VO N wUW ILJ n°'� ��(� ryN m3`�o2� U o('a �p� F11 j ug�N a" �zt9z Oa3 uj o E2 0 RW aa � m� d�ww � Z N� z �woF0000� °0 di'., m ,N9�� O N ��o �a 3�V��O ONDV � uZ YYY� 1!V ENSF _ N0.55428 _ .o STA �°,�`""•. IOP ." �a�' �� DRAWN BY DATE EDJ 02-09-I5 CHECKED BY DATE RMB05-10-18 SCALE 1/451. = 11 JOB NUMBER 2035 FILE NAME 2035-5TR.DWG 5HEET m I I O I z `rMATCH-NE I ~ I' I I I I I I 11 II 10'-3" 11 II MARK 51ZE (L x W x D) REINFORCING REMARKS F I `n " u� " zl �'1 n z zl " ZI n �� I �' ,;I n �I n z �! zl n in n zl n ZI ^ in n „zl (4) #5 EA WAY BOT BARS COLUMN 10, 5 -0 x5 -0 x 11-0 11(5) #5 EA WAY BOT BARS FGO-10 G'-0"xG'-0"x 1'-0" (G) #5 EA WAY BOT BARS REMARKS PGG -13 G'-G"XG'-G"x 1'-3" (G) #G EA WAY BOT BARS T 1`7G-13 71-G11x7'-G"x 1'-311 (7) #G EA WAY BOT BARS MARK SIZE k �Z.o'-0uu°L , Wf30-10 CONT.x3'-0"x 1'-0" (4) #5 BOT BARS W/ #4 TRAN5. @ 4811 o.c. MAX. W1`3G-10 (4) #5 BOT BAR5 W/ #4 TRANS. @ 4811O.C. MAX. W1`40-10 Q Q Q Q I I o o o f l l O I l n n n (3) #5 BOT BARS W/ #4 TRANS. @ 48"o.C. MAX. THN530- I OB CONT.x31-0"x I'-0"(MIN.) (3) #5 T*B BARS W/ #3 TIES @ 4811o.c. MAX. CGG-8 H55GxGx 112 12 12 F -1 7 I I I I I I I" I I" I L, 12 3/4 II of1 1 H 3/4 0 0 0 0 0 16 O m O m ISI ISI m n m1n m n m n O m n 1 I ISI -IYPE LENGTH LENGTH EDGE DISTANCE l i i l CONFORM TO CHART AT RIGHT FOR EMBEDMENT, l un I I I zl n l zl n l Z Z ZI _ ZI ZI n N zl n z n zI n l! zl Z n I ZI n ZI ZI n ZI �,— 4-4------r,—I———— -I-Tr—_--I—"_t -- — _n— !— --- I T ��-�' I I 3 I I I I I I I I IHI InI InI InI I"I^I I"I InI N InI n n InI"I InI InI I I I I I I I I I I I I I I '1\1 I I I"I I"I I^I^I Inl Inl^I �, I H I I I I I I I I I I I I I I I L? Ibl IUI I�I IuI IuI I�I IuI I�I N lu! ,�I !u1 �! IuI IuI I�I IuI IuI I I I I I I I I I ! ! "' ! ! ! I I I n I I^ 1 I^ I �, I n l i n 11 i n l !" I I I I I I I N 1 1I I 3 �! lu1 u u � u I n I I n I I n I I n I I n I I n I I n I I n I N I n I I n I I^ I I^ I l n 1 I n I I n I I n I I n I I I I I I I I I I I I I I I I I S I I I I I I I I I I I I I I I I I n I I n I I n I I n I I n I I n I I n I N I n I I n I ! n l 1 n l l n l I n I I n I I n I I n I int I^I Inl i I � I I ! I I I I I CGG-4 1 I CGG-4 I I CGG-4 1 F40-10 F40-10 F40-1 O I o I o oI oI o1 �i oI o oI 0 01 I oI I oI oI oI 1 I I l u l - u l -1 u l -! Li I _ 1 u l � _i _ - I I - I - I - I " - I " 0 0 0 0 0 0, �� o� 0� 01 I o 0 0 0 J m m ml ml ml N m m ml ml ml ml TC I FGO- 0 o I TC2—/ F50-10 NOTES: • A CONTINUOUS x 8"MIN DEPTH BOND BEAM (BB 1) SHALL BE PROVIDED AT T/CMU PARAPET OR INTERIOR NON -LOAD BEARING CMU WALLS (TYP., UNO). • A CONTINUOUS x I G"MIN. DEPTH BOND BEAM (1352) SHALL BE PROVIDED AT EACH FLOOR LEVEL, INTERMEDIATE STAIR LANDING, ROOF BEAM ATTACHMENT, TRUSS BEARING LOCATION, AND TOP OF ELEVATOR/STAIR SHAFT (TYP., UNO) FOUNDATION SCHEDULE MARK 51ZE (L x W x D) REINFORCING REMARKS F I `n " u� " zl �'1 n z zl " ZI n �� I �' ,;I n �I n z �! zl n in n zl n ZI ^ in n „zl (4) #5 EA WAY BOT BARS COLUMN 10, 5 -0 x5 -0 x 11-0 11(5) #5 EA WAY BOT BARS FGO-10 G'-0"xG'-0"x 1'-0" (G) #5 EA WAY BOT BARS REMARKS PGG -13 G'-G"XG'-G"x 1'-3" (G) #G EA WAY BOT BARS T 1`7G-13 71-G11x7'-G"x 1'-311 (7) #G EA WAY BOT BARS MARK SIZE k �Z.o'-0uu°L , Wf30-10 CONT.x3'-0"x 1'-0" (4) #5 BOT BARS W/ #4 TRAN5. @ 4811 o.c. MAX. W1`3G-10 CONT.x3'-G"x 1'-0" (4) #5 BOT BAR5 W/ #4 TRANS. @ 4811O.C. MAX. W1`40-10 CONT.x4'-O"x 1'-0" (5) #5 BOT BARS W/ #4 TRANS. @ 2411O.C. MAX. o��oi$ CGG-4 h55GxGx 1/4 12 TD51 G-10 CONT.x I' -0"x I'-0"(MIN.) (3) #5 BOT BARS 3/4 n n n (3) #5 BOT BARS W/ #4 TRANS. @ 48"o.C. MAX. THN530- I OB CONT.x31-0"x I'-0"(MIN.) (3) #5 T*B BARS W/ #3 TIES @ 4811o.c. MAX. CGG-8 H55GxGx 112 12 12 F -1 7 I I I I I I I" I I" I L, 12 3/4 I1 3/4 5EE BASE PLATE DETAIL BP -A CGG- 1013 I 16 ISI I /4 ISI ISI ISI I� N I� �� 1 BOLT MINIMUM MAXIMUM EMBEDDED EMBEDDED ISI ISI ISI ISI -IYPE LENGTH LENGTH EDGE DISTANCE TACK WELDED SECURE. PLATE WASHER AT i I CONFORM TO CHART AT RIGHT FOR EMBEDMENT, CGG-8 — „ 271-3” 2. "J -BOLTS" ARE NOT ACCEPTABLE ALTERNATES. 1 18 L 3. PLATE WASHERS SHALL HAVE HOLE WITH DIAMETER THICKNESS A325, A449 17d -511 7d >4 m. 65 G- C 3(�'- i U F7G '+ -I-3 FOR BASE PLATES BOLT HOLE CGG-8 CGG-4 I HOLE TE WASHERS DIAMETER DIAMETER DIAMETER DIAMETER 3/4" 1 5/1 G" N F70-13 2 5/1 G" Foo- I q I 7/8" I 5/1 G"x3N3" N I - 7/1 G"x5"x5" I" 1 13/1 G" 3/8"x411x4" 2" 3 114" I /2"xG"xG" ^ n " i ; F I I 3 N� m - cGC--, > E.�r �,,, :01 �r;< Off- - o� SEE NOTE #I I, (TYP.) 1 CGG-8 CGG-4 ^ I i ^ I I ^ ^ ^ I N ^;in `� ; 1 1 ^ ^ ^ I ^ N F70- 13 F40- 101 I I I I I ! ! I 2� o F-1 — -- n —N �� —iN1 n 1 — — — — ` —I —I— -i— - ,:, ,: •. - �4��` jam— 11� II - ----------- J TD51G-10 L J WF30- I O TC I J TC I TC I FD -10 — CGG-4A 3 FD WF30-10 CGG-4A F50-1 0 F50- 10 F40- 10 FGO- 10 6'- 113" ! 41-0-41 " 4' �" 6' 113" FGO- 10 2' 10' 2' 9'-4" GG' 4 1 8' 4 4 OFFSET BASE PLATE TO - OFFSET BASE PLATE TO NOT INTERFERE W/ CMU 22 1'-4" NOT INTERFERE W/ CMU NOTES: • A CONTINUOUS x 8"MIN DEPTH BOND BEAM (BB 1) SHALL BE PROVIDED AT T/CMU PARAPET OR INTERIOR NON -LOAD BEARING CMU WALLS (TYP., UNO). • A CONTINUOUS x I G"MIN. DEPTH BOND BEAM (1352) SHALL BE PROVIDED AT EACH FLOOR LEVEL, INTERMEDIATE STAIR LANDING, ROOF BEAM ATTACHMENT, TRUSS BEARING LOCATION, AND TOP OF ELEVATOR/STAIR SHAFT (TYP., UNO) FOUNDATION SCHEDULE MARK 51ZE (L x W x D) REINFORCING REMARKS F I SEE ELEV. PIT DETAIL SEE ELEVATOR PIT DETAIL ANCHOR F2 SEE PLAN FOR DIMENSION x I' -G" THICK (7) #G TOP t BOT BARS LW #G @ 12" o.c. MAX. SW 4- BASE PLATE (") „8c 1`40-10 4i -0"x4' -0"x 1'-0" (4) #5 EA WAY BOT BARS COLUMN 1`50-10 5 -0 x5 -0 x 11-0 11(5) #5 EA WAY BOT BARS FGO-10 G'-0"xG'-0"x 1'-0" (G) #5 EA WAY BOT BARS REMARKS PGG -13 G'-G"XG'-G"x 1'-3" (G) #G EA WAY BOT BARS T 1`7G-13 71-G11x7'-G"x 1'-311 (7) #G EA WAY BOT BARS MARK SIZE k �Z.o'-0uu°L , Wf30-10 CONT.x3'-0"x 1'-0" (4) #5 BOT BARS W/ #4 TRAN5. @ 4811 o.c. MAX. W1`3G-10 CONT.x3'-G"x 1'-0" (4) #5 BOT BAR5 W/ #4 TRANS. @ 4811O.C. MAX. W1`40-10 CONT.x4'-O"x 1'-0" (5) #5 BOT BARS W/ #4 TRANS. @ 2411O.C. MAX. o��oi$ CGG-4 h55GxGx 1/4 12 TD51 G-10 CONT.x I' -0"x I'-0"(MIN.) (3) #5 BOT BARS 3/4 CGG-G ThN530- I OA CONT.x3'-O"x I'ZO (MIN.) (3) #5 BOT BARS W/ #4 TRANS. @ 48"o.C. MAX. THN530- I OB CONT.x31-0"x I'-0"(MIN.) (3) #5 T*B BARS W/ #3 TIES @ 4811o.c. MAX. CGG-8 2' MIN. f 'c = 4,000 psI — (8) #G VERT. BARS • • • W/ #3 TIES @ 8" o.c b O AS SHOWN Z • • • • TC I STRUCTURE A FOUNDATION PLAN THREE STORY FOUNDATION PLAN NOTES: I . FLOOR SLAB 5HAL L BE 4" THICK, Fc'=4,OCCpsi CONCRETE REiNF W/ GxG W 1 .4xU✓! .4 OVER G MIL VALOR 5AKKIEK 0%1 COMPACTED 50GKA.DE. (SEE SLAB CN GRAD C. f,1 OK L ACVENT OF REINF) 2. T/ SLAB EL = 0' 0 'NO KEFEREi`JCI= ONLY; SLE Ci`✓IL D4✓G5 FOR ACTUAL ELEVATION. 3. T/INT. CMU WALL F7G E'L = -4`, ° UNC. T/EXT. CMU WALL FTC `, I'-4", TYF. UNO (VERIFY W, FR05T DEPTH RE.CDREP,'ENT5) 4. T/INT. 5TL COL FTC EL = -0'. YP UPJO. T/INT. 5TL COL FTG WEKf Pi_IJ SING OCCURE5 EL = I'-4", TYP UNO. T/EXT. 5TL COL FTG EL _ -4". TYP UNO (VERIFY W/ FROST DFPTr' %EOJ RFMEN-5) 5. ALL CMU BRG WA1LL5 ASE 5'. TYP UNC. G. STEP FTG WHERE 5NOWN AND A5 REOUIKED TO AVOID INTERFERENCE'A// OTHEK TRADE5. SEE TYP STEPPI_D I'TG DETAIL 7. ALL FTG5 ARE CENTERED BENEATH BEARItiNG 1h%AL L5 AND COLUMN5, TYP UNO. I'-4" MIN. Z T�' 7 8. REIN-_ CMU WALL 5 WITh VERT BAR CENTERED IN GROUT FILLED CELL AT ENDS, COKP�ER5 AND AT MAX SPACING A5 SPECIFIED BELOW: • FDN TO 1ST ELEV. SLAB: #G VERT. BAR @ 24"o.c. MAX. • ST TO 2ND ELEV. SLAB: #5 VERT. BAR @ 24"o.c. MAX. • 2ND ELL`✓. SLAB TO T/WALL: #5 VERT, BAR @ 48"o.c. MAX. 5E- 'TYP FILLED CELL PARTIAL PLAN" FOR ADDITIONAL INFORMATION. 9. T PIC,AL 5PACING OF FILLED CELL5 SHALL APPLY ABOVE AND 3ELOW OPENINGS AL50. 0. SEE GENERAL NOTE5 SHEETS FOR ADDITIONAL INFORMATION. (2) #4 x 4'-0" LONG @ 3" C/C PLACED 2" CLEAR FROM CORNER, CENTERED IN SLAB, TYP. 2. MAINTAIN STRUCTURAL 5(A5 THICKNESS AT ALL FLOOR 51-OPE5 AND DEPRE5510N5. 13. HE FOUNDATION DETAIL SHEET FOR MIN. SPACING REQUIRED Of CONTROL JOINTS ON SLAB ON GRADE. u n U u 90'-8" H H u -i-'�----1- n -�- J i; N - — — — — — — --- —--�-J WF30-10 COLUMN f 'c = 4,000 psi (8) #5 VERT. BARS W/ #3 TIES @ 8" o.c. AS SHOWN ANCHOR CAP W U �-p 8. REIN-_ CMU WALL 5 WITh VERT BAR CENTERED IN GROUT FILLED CELL AT ENDS, COKP�ER5 AND AT MAX SPACING A5 SPECIFIED BELOW: • FDN TO 1ST ELEV. SLAB: #G VERT. BAR @ 24"o.c. MAX. • ST TO 2ND ELEV. SLAB: #5 VERT. BAR @ 24"o.c. MAX. • 2ND ELL`✓. SLAB TO T/WALL: #5 VERT, BAR @ 48"o.c. MAX. 5E- 'TYP FILLED CELL PARTIAL PLAN" FOR ADDITIONAL INFORMATION. 9. T PIC,AL 5PACING OF FILLED CELL5 SHALL APPLY ABOVE AND 3ELOW OPENINGS AL50. 0. SEE GENERAL NOTE5 SHEETS FOR ADDITIONAL INFORMATION. (2) #4 x 4'-0" LONG @ 3" C/C PLACED 2" CLEAR FROM CORNER, CENTERED IN SLAB, TYP. 2. MAINTAIN STRUCTURAL 5(A5 THICKNESS AT ALL FLOOR 51-OPE5 AND DEPRE5510N5. 13. HE FOUNDATION DETAIL SHEET FOR MIN. SPACING REQUIRED Of CONTROL JOINTS ON SLAB ON GRADE. u n U u 90'-8" H H u -i-'�----1- n -�- J i; N - — — — — — — --- —--�-J WF30-10 COLUMN BAS E ELATE SCHEDULE ANCHOR CAP W U �-p 4- BASE PLATE (") „8c Fad A. COLUMN COLUMN BOLT (11) PLATE �Ni REMARKS A B T E d MARK SIZE k �Z.o'-0uu°L , 0��r 0 m� �QQZSK�N (NT 243) W� ggg EEL" o��oi$ CGG-4 h55GxGx 1/4 12 12 1 /2 7 3/4 CGG-G H55GxGx3/8 12 12 3/4 1 7 3/4 CGG-8 H55GxGx 112 12 12 1 7 3/4 CGG-4A H55GxGx 1/4 12 12 3/4 7 3/4 5EE BASE PLATE DETAIL BP -A CGG- 1013 H556x6x5/8 16 12 I /4 7 3/4 SEE BASE PLATE DETAIL Y-13 NOTES: I . ANCHOR BOLTS SHALL BE ASTM A3G (UNO)MATERIAL BOLT MINIMUM MAXIMUM EMBEDDED EMBEDDED MINIMUM EMBEDDED THREADED EACH END WITH NUT AT BOTTOM, -IYPE LENGTH LENGTH EDGE DISTANCE TACK WELDED SECURE. PLATE WASHER AT BOTTOM NUT SHALL NOT BE REQUIRED. CONFORM TO CHART AT RIGHT FOR EMBEDMENT, UNLESS NOTED OTHERWISE IN SCHEDULE ABOVE. 2. "J -BOLTS" ARE NOT ACCEPTABLE ALTERNATES. A307, A3G 12d E = FTG 5d >4 in. 3. PLATE WASHERS SHALL HAVE HOLE WITH DIAMETER THICKNESS A325, A449 17d -511 7d >4 m. EQUAL TO BOLT DIAMETER + I / I G". OVERSIZED HOLES AND PLATE WASHERS FOR BASE PLATES BOLT HOLE 1F_ WASHERS BOLT HOLE TE WASHERS DIAMETER DIAMETER DIAMETER DIAMETER 3/4" 1 5/1 G" 5/1 G"x3"x3" 1 112" 2 5/1 G" 7/1 G"x5"x5" 7/8" 1 9/1 G" 5/1 G"x3N3" 1 3/4" 2 3/4" 7/1 G"x5"x5" I" 1 13/1 G" 3/8"x411x4" 2" 3 114" I /2"xG"xG" MARKUPS # I DATE I BY I ISSUE I 05-07-I5J5V I PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUP5. REVISIONS 155UE STRUCTURE A FOUNDATION PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 �Zm CD �� Lu �O �U %Lm > Lu °� O C<L N ryQ zo O� O� z U� z -O O� 111111 0 M. BFq N0.55428 _ .o STA O :�'°�`•••• � P ••• \arc' ;' DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE JOB NUMBER 2035 FILE NAME 2035-5TR.DWG 5HEET W U �-p 4- ONU „8c Fad A. vg Lu �Ni v m n uo10i k �Z.o'-0uu°L , 0��r 0 m� �QQZSK�N W� ggg EEL" o��oi$ z0w U moo.. ma °v Jona I a W W 111111 0 M. BFq N0.55428 _ .o STA O :�'°�`•••• � P ••• \arc' ;' DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE JOB NUMBER 2035 FILE NAME 2035-5TR.DWG 5HEET it NU �O _m 1 112" X 1 112" 5HEETLEDGE 1 112" X 1 1 114" RAINLIP 14 1-4" 1401 \1 4" CONCRETE SLAB Wl Vf i .4x 1 .4-Gx(-. �VJ.t OVER COMPACTED FILL. AND (; V,,i' . 'vA PREPARE FOUNDATION /-ND f�AE �rR GEOTECHNICAL/5011-5 REPORT 1 20'- 1 1- 120'-6" 7 i2' x I , � /4' 77AINLIF 5 STRUCTURE B fOUNDATION PLAN LI N E KEY C _.I 31 -IR RATED WALL Fl UI- .#u4 I S, 1 112" X 1 112" 5HEETLEDGE F - Lm SINGLE STORY FOUNDATION PLAN NOTES: FLOOR 5LA15 SHALL BE 4" THICK, Fc'=3,000251 CONCRETE REINF W/ GxG W 1 .4xW I .4 WWF OVER G MIL VAPOR BARRIER ON COMPACTED 51,113GRADE. (SEE SLAB ON GRADE DETAILS FOR PLACEMENT OF REINF) FIBER REINFORCED CONCRETE 15 AN ACCEPTABLE ALTERNATIVE TO WELDED WIRE FABRIC. REINFORCED CONCRETE FIBERS SHALL BE 100% VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS A5 MANUFACTURED BY FIBER MESH CO, OR APPROVED EQUAL APPLIED AT A RATE OF I I/21b5/CY. T/ 51 -AB EL = 0'-0", UNO (REFERENCE ONLY) SEE CIVIL DWG5 FOR ACTUAL ELEVATION. T/INT. CMU WALL FTG EL = -1'-4% TYP UNO. T/EXT. CMU WALL FTG. EL = - P-4", TYP. UNO (VERIFY W/ FR05T DEPTH REQUIREMENTS) T/INT. 5TL COL FTG EL = - I'-0", TYP UNO. T/EXT. 5TL COL FTG EL = - P-4% TYP LINO (VERIFY W/ FR05T DEPTH REQUIREMENTS) ALL CMU BRG WALLS ARE 8", TYP UNO. 5TEP FTG WHERE 5HOWN AND A5 REQUIRED TO AVOID INTERFERENCE W/ OTHER TRADES. SEE TYP 5TEPPED FTG DETAIL ALL FTG5 ARE CENTERED BENEATH BEARING WALLS AND COLUMN5, TYP UNO. REINF CMU WALLS WITH #5 VERT BAR CENTERED IN GROUT FILLED CELL AT ENDS, CORNER5 AND AT MAX SPACING OF 48"o.c. 5EE "TYP FILLED CELL PARTIAL PLAN" FOR ADDITIONAL INFORMATION, TYPICAL SPACING OF FILLED CELL5 SHALL APPLY ABOVE AND BELOW OPENINGS AL50. SEE GENERAL NOTE5 5HEET5 FOR ADDITIONAL INFORMATION. (2) #4 x 4'-0" LONG @ 3" C/C PLACED 2" CLEAR FROM CORNER, CENTERED IN 51 -AB, TYP, MAINTAIN 5TRUCTURAL SLAB THICKNE55 AT ALL FLOOR SLOPES AND DEPRf5510N5. I a. 2 3 I I J 4 5. G. 7. 8. 9. 10. Z MARKUPS # I DATE I BY 155UE I 05-07-18 1 J5V I PER MARKUP5. 2 05-24-18 1 J5V I PER MARKUPS. REV1510N5 # I DATE I BY ISSUE 5TRUCTURE 5 FOUNDATION PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 a D Z cm CD In < t\ vo Um IZU wkL �p > �N 11111111L 'A Qly ZO > 0m O O ao � z U b? z —o IT 0 \ \ / vc�M. a 1/,'% 0� GENS No. 5542 .a ST E N At (e- \ DRAWN BY _ DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET S -F-2 qu Lu U �Z IEo u o 33 �aQz�No IL Lu g V r� 'a �w aa c q H -ww V �n1n 'Elp-M z �m0 �mtD `�'O iwy1s=o��K J ,cnc� ongW �^n a < �o"2Qoio; g'n NFNZdKwa' O,'�.w pu� o K< �pp N oC u�o 'o U °°o_ �_� �� 68-8 �< °Fo baa cLLJCD M ^, IY 0 \ \ / vc�M. a 1/,'% 0� GENS No. 5542 .a ST E N At (e- \ DRAWN BY _ DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET S -F-2 MARKUPS DATE BY ISSUE 05-07-18 J15V PER MARKUPS. 05-24-18 J5V PER MARKUPS. 340'-8" 340'-8" C66-4 6 6 ZI —iN — � F50-10 FD- FD- 11 PEV1510N5 # I DATE BY 155UE C66-4 F_ —1 F50-10 1 —1T'7 1 1/2" X 1 1/2" T SHEETLEDGE COLUMN * DAS E , SIZE (L x W x D) PLATE SCH EDU LE REMARKS 1750-10 5' -0''x5' --0"x 1'-0" (5) #5 EA WAY BOT BARS ANCHOR CAP U.J BASE PLATE (") U_ NOS �� yg=,� UlN yi COLUMN COLUMN �•r� SaW BOLT (") PLATE °_ Wv, REMARKS W3yg°� UNV ZUIQ O A B T E d J MARK SIZE Ka zu° �°��zd'w3zu� ugS z�aaZ wa Zo y (NT 243) Nj LEE Ow :�U CGG-4 H55GxGx 1 /4 12 12 112 7 3/4 N�1f NOTES: BOLT MINIMUM MAXIMUM MINIMUM EMBEDDED I . ANCHOR BOLTS SHALL BE ASTM A36 (UNO) MATERIAL EMBEDDED EMBEDDED EDGE THREADED EACH END WITH NUT AT BOTTOM, TYPE LENGTH LENGTH DISTANCE TACK WELDED SECURE. PLATE WASHER AT BOTTOM NUT SHALL NOT BE REQUIRED. CONFORM TO CHART AT RIGHT FOR EMBEDMENT, UNLESS NOTED OTHERWISE IN SCHEDULE ABOVE. 2. "J -BOLTS" ARE NOT ACCEPTABLEA307,A36 ALTERNATES. 12 d E = FTG 5d >4 1n. THICKNESS 3. PLATE WASHERS SHALL HAVE HOLE WITH DIAMETER A325, A449 17d -511 7d >4 ln. EQUAL TO BOLT DIAMETER + I / 16". OVERSIZED t10LE5 AND PLATE WASHERS FOR BASE PLATES BOLT HOLE FE WASHERS BOLT HOLE T_ WASHERS DIAMETER DIAMETER DIAMETER DIAMETER 3/4" 1 5/1 G" 5/1 6"x3"x3" 1 112" 2 5/1 6" 7/1 6"x51Ix5" 7/8" 1 9/1 6" 1 1 3/ 1 6" 5/1 6"x3"x3" 1 3/4" 2 3/4" 7/1 6"x5 "x5" I" 3/8"x4"x4" 2" 3 114" I /2"x6"x6" 1 1/4" 2 1/ 1 G" 3/8"x4"x4" 2 112" 3 3/4" I /2"x6"x6" 4" CONCRETE SLAB W/ W I .4x I .4-6x6 WWF OVER COMPACTED FILL AND 6 MIL. VAPOR BARRIER I 1/2"XII 1/4" RAINLIP — PREPARE FOUNDATION AND GRADE PER GEOTECHNICAL/5011_5 REPORT RECOMMENDATIONS 1 112" X I I 114" RAINLIP STRUCTURE C FOUNDATION PLAN 4" CONCRETE SLA 4x6 WWF OVER COMPACTED FILC AND 6 MIL. VAPOR BARRIER PREPARE FOUNDATION AND GRADE PER GE0TECHNICAL/50IL5 REPORT KECO�✓'MENDATION5 G STRUCTURE C FOUNDATION PLAN Lu 5 1 1/2" X 1 1 1/4" RAINLIP �1 KINEHAKT 55 235'-1 14' FD- ASSOCIATES LLC 1451 RINEHAKT ROAD, 235'-8" 5ANFORD, FL 32771 I Il 5� 1 112" X 1 1 114" RAINLIP i STRUCTURE C FOUNDATION PLAN PLAT E WASHEv O �i3z (SEE 5Cr' FOS? S7ri T/ cone w N '3) HEx ,JUTS PERBO; T W �o• mz w` N TACK 2 OR PEEN 13i CONC NOTE: P05T INSTALLED EXPANSION AND/OR EPDXY 3OLT5 ARE ACCEPTABLE ALTERNATES TO THE CAST IN PLACE ANCHOR BOLTS SHOWN. BASE PLATE DETAIL ANC110K BOLT DETAIL NOT TO 5CALE NUI IU 5CALE NOTE ('): *COL. THICKNESS LE55 THAN 4' = G" -COL. THICKNE55 4' AND GREATER = COL. THICKNE55 - 6" 90' LINE KEY I 3HR RATED WALL PER UL #U4 19 FOUNDATION SCHEDULE MARK SIZE (L x W x D) REINFORCING REMARKS 1750-10 5' -0''x5' --0"x 1'-0" (5) #5 EA WAY BOT BARS U.J 0111 0" O SINGLE STORY FOUNDATION PLAN NOTES: I . FLOOR SLAB SHALL BE 4" THICK, Fc'=3,000p5I CONCRETE REINF W/ 6x6 W I.4xW I.4 WWF OVER 6 MIL VAPOR BARRIER ON COMPACTED SUBGRADE, (SEE SLAB ON GRADE DETAILS FOR PLACEMENT OF REINF) I a. FIBER REINFORCED CONCRETE 15 AN ACCEPTABLE ALTERNATIVE TO WELDED WIRE FABRIC. REINFORCED CONCRETE FIBERS SHALL BE 100% VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS AS MANUFACTURED BY FIBER MESH CO, OR APPROVED EQUAL APPLIED AT A RATE OF I 1 /21b5/CY. 2. T/ SLAB EL = 0'-0% UNO (REFERENCE ONLY) SEE CIVIL DWG5 FOR ACTUAL ELEVATION. 3. T/INT. CMU WALL FTG EL = - I'-4", TYP UNO. T/EXT, CMU WALL FTG. EL = - IA", TYP. UNO (VERIFY W/ FRO5T DEPTH REQUIREMENTS) 4. T/INT. 5TL COL FTG EL = -1'-0", TYP UNO. T/EXT. 5TL COL FTG EL = - I'-4", TYP UNO (VERIFY W/ FROST DEPTH REQUIREMENTS) 5. ALL CMU BRIG WALLS ARE 8", TYP UNO. G. STEP FTG WHERE 5HOWN AND A5 REQUIRED TO AVOID INTERFERENCE W/ OTHER TRADES. 5EE TYP STEPPED FTG DETAIL 7. ALL FTG5 ARE CENTERED BENEATH BEARING WALLS AND COLUMNS, TYP UNO. 6. REINP CMU WALL5 WITH #5 VERT BAR CENTERED IN GROUT FILLED CELL AT ENDS, CORNERS AND AT MAX SPACING OF 48"o.c. 5EE "TYP FILLED CELL PARTIAL PLAN" FOR ADDITIONAL INFORMATION. 9. TYPICAL SPACING OF FILLED CELLS SHALL APPLY ABOVE AND BELOW OPENINGS AL50. 10. 5EE GENERAL NOTE5 SHEETS FOR ADDITIONAL INFORMATION. 1 1. (2) #4 x 4'-0" LONG @ 3" QC PLACED 2" CLEAR FROM CORNER, CENTERED IN 5LAB, TYP. 12. MAINTAIN STRUCTURAL SLAB THICKNE55 AT ALL FLOOR SLOPES AND DEPRESSIONS. -� M. 8 0 .-�GENscc • �� No. 55 '. A N A L DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1/8'. = I ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-f-3 U.J U_ NOS �� yg=,� UlN yi ��L%OZpFZ� =Z192O<a=� Lu �•r� SaW °_ Wv, aas 00 W3yg°� UNV ZUIQ O Z OcOv� f8. �o R,r ut r �_m to �F Ku�i� �w p 1o"t �j NU �io00 r J �rN ion Ka zu° �°��zd'w3zu� ugS z�aaZ wa Zo y Z O Nj LEE Ow :�U U �y o �w W N�1f -� M. 8 0 .-�GENscc • �� No. 55 '. A N A L DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1/8'. = I ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5-f-3 L 15 '-4" BLOCK LEDGE 1 112" X 8" - G D- 4" CONCRETE 9L11,,E)4X 4 Y` OVER COMPACTED ELL Al'!_l . 'l,'l_. JAS �rt � � m W I W Lu W J x x J U N (V �U O— —O PREPARE FOUNDATION AND GRADE PER 5 I I/2„ X I I I/4 RAINLIP GEOTECIINICAU5011-5 REPORT RECOMMENDATIONS r5L-� 1 1/2” X I I 1/4" RAINLIP bit FD- 1 50' F 8 1 5 1-4" STRUCTURE D FOUNDATION PLAN LI N E KEY 3HR RATED WALL PFR UL #U4 19 SINGLE STORY FOUNDATION PLAN NOTES: 1. FLOOR SLAB SHALL BE 4" THICK, Fc'=3,000p51 CONCRETE REINF W/ GxG W 1.4xW 1.4 WWF OVER G MIL VAPOR BARRIER ON COMPACTED SUBGRADE. (SEE SLAB ON GRADE DETAILS FOR PLACEMENT OF REINF) I a. FIBER REINFORCED CONCRETE 15 AN ACCEPTABLE ALTERNATIVE TO WELDED WIRE FABRIC. REINFORCED CONCRETE FIBERS SHALL BE 100% VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS AS MANUFACTURED BY FIBER MESH CO, OR APPROVED EQUAL APPLIED AT A RATE OF I 1/21b5/CY, 2. T/ SLAB EL = 0-0% UNO (REFERENCE ONLY) SEE CIVIL DWG5 FOR ACTUAL ELEVATION. 3. T/INT, CMU WALL FTG EL = -1'-4% TYP UNO. T/EXT. CMU WALL FTG. EL = -1'-4% TYP. LINO (VERIFY W/ FROST DEPTH REQUIREMENTS) 4. T/INT. 5TL COL FTG EL = - P-0", TYP UNO. T/EXT. 5TL COL FTG EL = - P-4% TYP LINO (VERIFY W/ FROST DEPTH REQUIREMENTS) 5. ALL CMU BRG WALLS ARE 8", TYP LINO. G. STEP FTG WHERE SHOWN AND AS REQUIRED TO AVOID INTERFERENCE W/ OTHER TRADES. SEE TYP STEPPED FTG DETAIL 7. ALL FTG5 ARE CENTERED BENEATH BEARING WALLS AND COLUMNS, TYP UNO. 8, REINF CMU WALLS WITH #5 VERT BAR CENTERED IN GROUT FILLED CELL AT ENDS, CORNERS AND AT MAX SPACING OF 48"o.c. SEE "TYP FILLED CELL PARTIAL PLAN" FOR ADDITIONAL INFORMATION. 9. TYPICAL SPACING OF FILLED CELLS SHALL APPLY ABOVE AND BELOW OPENINGS ALSO. 10. SEE GENERAL NOTES SHEETS FOR ADDITIONAL INFORMATION. 1 1. (2) #4 x 4'-0" LONG @ 3" C/C PLACED 2" CLEAR FROM CORNER, CENTERED IN SLAB, TYP. 12. MAINTAIN STRUCTURAL SLAB THICKNESS AT ALL FLOOR SLOPES AND DEPRE5510N5. MARKUPS # I DATE I BY 155UE 1 05-07-18 1 J5V PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUPS. J_ REVISION5 # DATE I BY 155UE STRUCTURE D FOUNDATION PLAN5 RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 a J ro� ssv J 0Z-2 Z W �� on tC OI -2 9� Z2.— m NN p F m W z Y �- � V „n"o of 1�-to<a Ga �r �n ae zc� Oa3� 12 Lu g�� poQ WW� U W Ws°�� O u Z NW Wim' Oink �n mmm � I''O Qo >t v mSw �o��anu .0 JVng ggt �b �n -, `i aw�nn nu P�a°o0o om �d Oyu ,gW n�nn Wn. Cij N } � W Z =m�Eo3 O EELo o;�'nSOcii��pi NE�ao V Z F Lu W tri �yJ,� lnl/ ,�W DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1/8.1 = 1 ' JOB NUMBER 2035 PILE NAME 2035-5TR.DWG SHEET 5-f-4 51ZE WITH ELEV MFR. cl/ HORIZ JT REINF @ 8" OC BELOW ry()I SEE PLAN NOTES z g Lu_ II 11= 1=_ 50LI D GROUT (I CMU WALL. Lu— d — --X O X` e d W vi ° x ° a. d a a d ° X GRADE, TYP. G - _d °. 4 ° d O 4 d �� a ° a d ed ° X4 m3Opo5 1= SEE FDN PLAN Q > Lu COMPACTED GRADE---- ' a"i5oii z ,z �zoa o loaQ (=III= FOR a 51ZE AND _ o�oo=� Jz�u W c>7 L III_ REINFORCING J i V i ��o=�oo ,_ �Er OOTING jz 'Nz ►— � 77 TYPICAL FOUNDATION DETAIL AT KAINLIF S -FD- I' SCALE: 1 112H = i' 1=III REQUIREMENTS 11-' � W � Wxg-.--upw o � °gw 1111111= `� W NOTE/; -PROVIDE I x I LEDGE FOR GRATE AROUND 1=1 11= LEAVE OUT FOR SUMP PIT �- 1 =111- SUMP PIT III- 1211 VERIFYW/ III IMIN. ELEV. MANUF. I11 CV • • • ze •"\"--• #5 @ 12" EW T*B 31-211 SECTION AT ELEVATOR PIT IFD- I SCALE: 3/4" = I' CASE #I (± 5'-0" COL. CASE # I (± 5-0" COL. SPACING) SPACING) q OF COLUMN OF COLUMN I I 2' MIN. 2' MIN. 0 Ln I ' CONTROL o N CONTROL o 0 JOINT + � JOINT Z z � U 5@ 12"- NOTE5: 1. EXTEND VERT REINF WALL REINF DOWN TO FTG. NOT 5HOWN FOR CLARITY OF DWG. 2. PROVIDE 5Q LEAVEOUT FOR ACTUATOP, COORD W/ ELEV MFR. CRACK CONTROL JOINT: 1 /8" SAW CUT TO BE MADE WITH IN 24 NR's OF 5LAB POUR (+2 hr'5) (TYP. UON.) D/4 x x x— WWF AT MID -DEPTH OF SLAB (5EE PLANS) TYPICAL SLAB CONTROL JOINT i IMPORTANT: RAIN LIP AND SHEET LEDGE ARE VITAL TO THE PROPER FIT OF THE STEEL CONSTRUCTION. CONTRACTOR TO FIELD VERIFY THE SHEET LEDGE5 AND RAIN LIPS AND IF THEY ARE NOT TO THE DRAWING, CONTACT METAL BUILDING COMPANY BEFORE STEEL CONSTRUCTION BEGINS. MAXIMUM SPACING OF CONTROL JOINTS 5HALL BE A5 5HOWN IN THE TABLE BELOW. PATTERNS SHALL BE APPROXIMATELY SQUARE W/ RATIO OF LONG 51DE TO SHORT 51DE NOT TO EXCEED 1.5 TO 1.0. IC j 2 1358O23125S5 (IN.) 0CONTROL JOINT CUT PLACEMENT SACNG FIN FLR EL 5LE ID PLAN NOTES • • • STEEL PAN STAIR (BY OTHERS) ATTACH TO SLAB W/ L 3x3x I /4x01-4" AND (1) 3/4" DIA EXP BOLT = w z 11 OLLJz CII u—i z u- un Q u I `n I FIN FLR EL SEE FDN 1 I PLAN NOTE5 1 SEE FDN PLAN * SCI1. FOR SIZE ffi REINF. M5 COLUMN CONNECTION SEE STRUCTURAL DWG5 I THICKENED 5LAB 2'-0" WIDEx01-8" DEEP -I REINF W/(2)#5 BOT �2 5TAIR STRINGER CONNECTION TO 5LAB r3_'(THICKEND SLAB) THN5 (SEE FDN SCHEDULE ON F-1) -- -- ---- — --- --------- �51` D- SCALE: 3/4" = I' FD- I SCALE: 3/4" = I' I I, 2 W1.4x1.4-GxG ° d d — x d III- 1I- 11-_ 111 III- ° x ° � ; —___III_-_I—III- � c d MIL Ar,z 3Af h _R- COMPACTED GRADE- I — I�k 1 2- # 5's ON CHAIRS 4 TYPICAL FOUNDATION DETAIL AT 51-IEcTLEDGE FD- I SCALE: I 1112" = 1 III„ 4 W I .4x 1 .4-GxG WWF e -1N x .. x IIIIIIIIIIII—III d° III -III I III -III d x II II-III e ad e a I—III- I lll4d 6 MIL VAPOR BARRIER I COMPACTED GRADEI =III= 12" 2- # 515 ON CHAIRS 5 TYPICAL IFOUNDATION DETAIL AT RAINLIP FD- I SCALE: 1 1 /211 = 11 7.5" SEE PLAN NOTES z Lu 0 Z d d C X\ 44 d d ° ° d ° da 4e° C x Q d e d d v d d d 6 MIL VAPOR BARRIER � d ° COMPACTED GRADE a 12" 2- # 55 ON CHAIRS 3" LR ['11fP.) cz U SEE FOOTING m SCHEDULE 8 TYPICAL I=OUNDATION DETAIL AT MAN DOOR 5 -FD -1 SCALE: 1 11211 = 1 1 #5 VER. L -BARS (TYP. AT 4'-0" O.C. MAX.) 8.. W .4x 1 .4-GxG WWf--\ .d da a —IN . x - xd d e_ x I—I I I—I I I_I I I—I 11 ° III—III-1 I=1 I I I ec a exa ° I I I I- I,�Iillll ° a IIIIIII_ III d G MIL VAPOR BARRIER I III 4 COMPACTED GRADE I I-1 I I III—III III -1 I I-1 I I-1 I I_ 12" 2- # 5'5 ON CHAIRS 6TYPICAL FOUNDATION DETAIL AT BLOCKLEDGE FD- I SCALE: 1 11211 = I ' LEDGE 3/4" X WIDTH OF OPENING WIDTH OF R/O OPENING LEDGE SEE PLAN NOTES z g Lu_ Lu— d — --X O X` e d W vi ° x ° a. d a a d ° X W L!„"'nnu G - _d °. 4 ° d O 4 d �� a ° a d ed ° X4 m3Opo5 i 5 MIL VAPOR BARRIER �� COMPACTED GRADE---- ' a"i5oii z ,z �zoa o loaQ 8Jm 2- # 515 ON Cl -',AIRS o�oo=� Jz�u W c>7 L QBE WSW i V i ��o=�oo ,_ �Er OOTING jz 'Nz .0 �n �n°1n m_m 77 TYPICAL FOUNDATION DETAIL AT KAINLIF S -FD- I' SCALE: 1 112H = i' III„ 4 W I .4x 1 .4-GxG WWF e -1N x .. x IIIIIIIIIIII—III d° III -III I III -III d x II II-III e ad e a I—III- I lll4d 6 MIL VAPOR BARRIER I COMPACTED GRADEI =III= 12" 2- # 515 ON CHAIRS 5 TYPICAL IFOUNDATION DETAIL AT RAINLIP FD- I SCALE: 1 1 /211 = 11 7.5" SEE PLAN NOTES z Lu 0 Z d d C X\ 44 d d ° ° d ° da 4e° C x Q d e d d v d d d 6 MIL VAPOR BARRIER � d ° COMPACTED GRADE a 12" 2- # 55 ON CHAIRS 3" LR ['11fP.) cz U SEE FOOTING m SCHEDULE 8 TYPICAL I=OUNDATION DETAIL AT MAN DOOR 5 -FD -1 SCALE: 1 11211 = 1 1 #5 VER. L -BARS (TYP. AT 4'-0" O.C. MAX.) 8.. W .4x 1 .4-GxG WWf--\ .d da a —IN . x - xd d e_ x I—I I I—I I I_I I I—I 11 ° III—III-1 I=1 I I I ec a exa ° I I I I- I,�Iillll ° a IIIIIII_ III d G MIL VAPOR BARRIER I III 4 COMPACTED GRADE I I-1 I I III—III III -1 I I-1 I I-1 I I_ 12" 2- # 5'5 ON CHAIRS 6TYPICAL FOUNDATION DETAIL AT BLOCKLEDGE FD- I SCALE: 1 11211 = I ' LEDGE 3/4" X WIDTH OF OPENING WIDTH OF R/O OPENING LEDGE APPLICABLE THRESHOLD MARKUPS DATE BY ISSUE 05-07- 181 J5V I PER MARKUPS. 05-24-181 JSV I PER MARKUPS. 1 REV1510N5 I I # I DATE I BY I 155UE 0 FOUNDATION DETAILS RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 gg � NO WWW _... ,... . .. ... ...... „ ...... ..,. .. ...., ... _. ............_..,.. . .. ,,... ._ . ,.,,, ,.,....„....,.,..y W L!„"'nnu f i_4� APPLICABLE THRESHOLD MARKUPS DATE BY ISSUE 05-07- 181 J5V I PER MARKUPS. 05-24-181 JSV I PER MARKUPS. 1 REV1510N5 I I # I DATE I BY I 155UE 0 FOUNDATION DETAILS RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 II” I M. e �\GENSF No.55428 .a STAT F DRAWN BY DATE EDJ 02-09-18 Ct1ECKED 5Y DATE RMB 05-10-18 SCALE 1 1/2" = I' JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET 5-f D- I gg � NO WWW � Z W L!„"'nnu �m� �� a mN Nry m3Opo5 J , M ” a"i5oii z ,z �zoa o loaQ 8Jm -a o�oo=� Jz�u W c>7 �Y ;W, QBE WSW oo V i ��o=�oo 'Nz .0 �n �n°1n m_m �I � o N�Nzg —zg ,�� o�o`Y��U i om n"'m ip W � Wxg-.--upw o � °gw �s aa�� N=oWz -� no °.. mt—c $�Kfty, zo Z U �� N$ w�Wp °'k, �Uyd0 ma W0 ¢N oowi V cru ��`_ &g W am pa= II” I M. e �\GENSF No.55428 .a STAT F DRAWN BY DATE EDJ 02-09-18 Ct1ECKED 5Y DATE RMB 05-10-18 SCALE 1 1/2" = I' JOB NUMBER 2035 FILE NAME 2035-5TR. DWG SHEET 5-f D- I I I 1 5EE PLAN FTG CMU d VERT. BAR5 W/ MATCHING DOWELS FILLED W/ 9 GAGE TRUSS CONC, SEE FOUNDATION PLAN FOR SIZE TYPE JOINT REINF. LOCATION (TYP.) @ I G"oc., TYP. EXP. JT. LuLu z GxG W 1.4xW 1.4 SLAB OR GRADE W.W.M. (TYP.) EL. - 5EE x PLAN ��; ��I,�Ililllllillli;�ll = _ _ u_, z Lu g � w U Lu m w z no= C) LL_ cn 3" CLR (TYP.) SEE FOOTING SCHEDULE SCALE: (_T�5f_CTION 3/4"=V—o"FD-3 (EXT CMU WALL) 5EE PLAN 9 GAGE TRU55 TYPE JOINT REINF. @ I G"oc., TYP. VERT. BARS W/ MATCHING DOWELS FILLED W/ CONIC. 5EE FOUNDATION PLAN FOR 51ZE LOCATION (TYP.) EXP. JT. MATERIAL, w z - 6x6 W 1.4xW 1.4 �� W.W.M. (TYP.) EL. - SEE PLAN x x �I—ISI QD_ -III—Ii �III��IIIII�I _� 3" CLR (TYP.) SEE FOOTING SCHEDULE SCALE: (`2SECTION FD -3 (INT CMU WALL) I _w_I LuLu z 0 0 U DOOR OPNG WINDOW OPENING PLAN VIEWJAMB OPNG'S ELLS REQ'D AT LARGE. DUR-O-WALL 30-1 Z @ 32" OC FILL CELLS 50LI1 WITH MORTAR II CELL WHERE BA HOOK OCCURS INTERSECTING LOAD MASONRY WALLS r M AS O T" P CAL 5FACING I J ■ �T INTERIOR � LOAD BRG Ci'viU ON =TG (I\bb N RY Z -BAR (CONTRACTOR HAS THE OPTION OF U51NG HORIZONTAL JOINT REINFORCING MANUFACTURERS PRE- FABRICATED TEES INTENDED FOR WALL INTERSECTIONS IN LIEU OF Z -BARS.) CIO PROVIDE ADD'L REINFORCED EXTERIOR WALL FILLED CELL —BACKER. "OD � INTERIOR NON -LOAD- RESILIEN BEARING WALL ON CAULKIi;( THICKENED SLAB WALL NON -LOAD B(\G/LOAD BIG I NTER5ECTI ON SCALE N.T.S. a a cc TYPICAL SPACING CMU WALL BEYOND SLOPE IF READ 5AWCUT CONTROL JOINT (REF ARCH) LOCATION (TYP) �z ■ J REF CIVIL QD EJ EXTERIOR EL.-5EE PLAN v z WALL n . , � d d INT. NON -LOAD -� I �=1 I �—11=) < ' :;'. - __� z _ � BEARING CMU ON CMU, FILL W/ CON (2) #5, EXTEND 8" EA SIDE ZD �— THICKENED SLAB W/ (TYP) OF OPNG 3/8" EJ AT MAIN i i . I i - WALL /w w z � 0 UJ • • • OU � Ln 3" CLR (TYP.) -WA OC.LL 30 I Z 5EE FOOTING SCHEDULE CELLS SOLID WITH ;TAR IN CELL RE Z -BAR HOOK SCALE: 5 S ECT I O N 4"= �'-O" �-3(EXT CMU WALL W/ OPENING) MAN DOOR AT STAIRWELL MASON ICY Z -BAP\ 11N 1 L_N_,)L`liING LOAD BEARING MASONRY WALLS (CONTRACTOR HAS THE OPTION TO PROVIDE HORIZONTAL JOINT REINFORCING EXTENDED CONTINUOUSLY BEYOND FACE OF WALL MINIMUM I G" IN LIEU OF Z -BARS.) NOTES: 5EE dd FOR LOCATING MASONRY CONTROL JOINTS. CONTRACTOR SHALL SUBMIT MCJ PLAN TO ARCHITECT FOR APPROVAL. 2 • 5EE ARCHITECTURAL DRAWINGS FOR OPENING SIZES AND LOCATIONS. 5F 7 FOUNDATION FLAN FOR "REQUIRED SPACING" OF FILLED CELLS. a I A �iL 'v'"vG 15 GREATER THAN "REQUIRED SPACING", THEN MULTIPLE D LS WILL BE REQUIRED AT JAMBS. OPENING AND ADDITIONAL BARS WILL AS x `1,15 "N" ON PLAN5. NOTE: "REQUIRED SPACING" FILLED CELL5 i�l =5_~ -HG��" OON PLANS, ONLY ADDITIONAL FILLED CELLS. 5 . S_ t�L1,1ERAL NOTE SHEETS FOR ADDITIONAL REQ. � INFO. SECTION (TYPICAL FILLED CELL PARTIAL PLAN) SEE FDN. PLAN � 5CH FOR SIZE REINF. SCALE: (74)15ECTION 4 (EXTERIOR STL COLUMN) SEE FDN PLAN NOTES T/SLAB EL SEE FDN PLAN NOTES EL -DN PLAN NON -SHRINK JT CI` 5EE FOOTING SCHEDULE SCALE: (__(; SECTION ,f D-3 (INT CMU WALL W1 OPENING) PLACE NOMINAL BLOCK ON 51DE EXTEND HORIZ JT 5EE EVERY OTHER REINF MIN G" INTO PLAN COURSE EACH 51DE COL, TYP OF TIE COLUMN •tea L 14 n \" CLR @ TIES .�.: .y. `. Q • •; • _ .. a� g p" 4- r . t... 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B p .•� � IGEN �. ,� No. 5542 .o ST F s .. a6N At � �rrr►rlL►►ti�`�� DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1 112" = I ' JOB NUMBER 2035 PILE NAME 2035-5TR. DWG 5HEET S -FD -5 TO THIRD FINISHED FLOOR - _ TO SECOND FINISHED FLOOR _ _ I N FROM FINISHED FLOOR O O 'It ELEVATOR NORTH SIDE BLOCK HEIGHTS SCALE: 1/4" = I ' TO THIRD FINISHED FLOOR _ j TO SECOND FINISHED FLOOR _ j FROM FINISHED FLOOR ELEVATOR SOU 1 1'-5" TH SIDE SCALE: 1/4" = I' BLOCK 11EIGI1T5 ELEVATOR EAST 51 DE BLOCK HEIGHTS SCALE: 114" = I TO THIRD FINISHED FLOOR_ TO SECOND FINISHED FLOOR FROM FINISHED FLOOR ELEVATOR WEST SIDE BLOCK HEIGHTS SCALE: 1/4" = I' MARKUPS DATE I BY 155UE 05-07-181 J5V I PER MARKUPS. IREVISIONS I # I DATE F- BY—T 155UE 1 BLOCK HEIGHTS 1 RINEHART SS ASSOCIATES LLC 1451 RINEHART ROAD, SANFORD, FL 32771 OW W o' a� J Z aE2 Z D mi U mmm 0 W UNN ZP lu � W� 80�� omo0i �M� !-. iW9F op00K J nU 2,5�gig O t" zdle sou=in°g npWzzW o� UOLU NFEF yea�� Q1 Z I1� o ```` 111111►►'''' No. S 28 ' .o TAT O IOP' 8/0 S DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE 1 112" = I' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET 5->=D-6 A.I oN 0 B CV C9 BI N C9 i C m C.I D �o D.I N E N E.I N F N F.I N in G N G.1 N H N Cn H.I N I N J N Un J I N �n K N K.IN i L N v M M.I N N N ap N.I N O N 0.1 _ ;4 P LC P.I N - Q N Q.I N N R R.I N c0 5N U? 5.1 N Ln T N U? T.I N U N PJ J.I N V N V.I W W.I N X (V L() X.I N Ln Y N L o Y.I N Ln Z N Z.I N AA N BB 5.1 N 9NCC Ln C.I N in DD N 0 D.I O EE `� 5 6 7 8 9 10 II 2) C3 14 15 16 17 18 19 20 21 22 23 0) QJ 2) �� 14 15 16 7 C1,5 21 9 MARKUPS DATE I BY 155UE 05-07-151 J5V I PER MARKUP$. 65-24- 181 J5V I PER MARKUP5. REVISIONS # DATE BY ISSUE D 5 D 'J STRUCTURE A 15T FLOOR ED BLACK IRON LAYOUT D D RINEHART 55 ASSOCIATES LLC I 145 1 RINEHART ROAD, D 5ANF0RD, FL 32771 ., D ow D 'off I, za " Ill WG / j z ✓✓ _� S D a) kn �Z J o 0 D Li D D DmD IN (n m� W J � cn W (\ Om m D o� J W� PLu � Zm DI � UO Q�/ W _u `UED Ju D, kL L> �O � N O D zoo O °Q D D D D B D D AD D YD, D Y D D I 0'-6" 1 0'-2" 1 O' 10'-2" 9'- I O" 1 O' 1 O' 10' n 1 0' I 9'- I O" 10'-4" 9'- 10" 1 O'-2" 9'- I O" 10' 10' 10' 10' 10' 1 0' 101-21111 I O'-6" LU U tmi n�c7 �o� i@@ km$ NN > m3m30"k� o�S�ooasz _ ;.o 22 I-4" I gJ WWw F oa E-,.- oa ��q��`="i oti 1 00'-8" sm iznn o � 30' 90'-8" v°0im� � w0. N09 oapoo� C66 -4A � C66 -4A uw6 oovDo kg OFFSET BASEPLATE TO OFFSET BASE PLATE TO NNOT INTERFERE W/ CMU NOT INTERFERE W/ CMU ozo O U1 ,.— � _ _ — — — — KQ o dNv�N om- �� U CV u�, JJ - STAT I "d" (BOLT DIA)pi =1C02" 4 =IN STAIR 2 N O N (�) CV _Lu _ /X AV 11Atu O c\j PLATE WASHERS p o Ln (SEE SCH FOR SIZE) 0z u� �L T/ CONC w N (3) HEX NUTS o PER BOLT m z .. z TACK�I Erm OR PEEN B/ CONIC CGS O- 1 r �L ��/�51 �� L- TO 13. NOT 'N1 FE E 1�// CMU -C66-6 3a I C66-6 - — - --- - -- --- — --- - B7 - C66-6 u - Ln <..o CD m Ni- - m N N N N 2d 2d "A" NOTE: POST INSTALLED EXPANSION AND/OR EPDXY BC ARE ACCEPTABLE ALTERNATES TO THE CAST IN r. j PLACE ANCHOR BOLTS SHOWN. N Cn 9 C66-8 BASE PLATE DETAIL ANCHOR BOLT DETAIL N NOT TO SCALE NOT TO CALE N dJ NOTE *COL. THICKNESS LESS THAN4" = I16" Ln 1 •COL. THICKNESS 4" AND GREATER = COL. THICKNESS - 16" —�� N LD STRUCTURE A 15T E LO O R BLACK IRON LAYOUT i 211 2" _ 1211 r N - 2" N 112111N N N ;p N m `-° -B N cN II II 2 2 "All A EQ. EQ. N N II �� 2 2 "All A I 152 133 B4 55 B6 E37 W -BEAM SCHEDULE COLUMN BASE W 12x26 R=30K F LATE S C" E D U LE W 12x45 R=35K _ W 1 8x 119 K=65r,BASF PLATE (") ANCHOR CAP W12x14 R=IOK COL IJN/IN COLUMN BOLT O PLATE r- ------ ------ REMARKS --- - A B T MAKr, �1zE_ I E ci _ I W 12x22 R= 1 5K r - a r—_ - _ -_ NT 23) w 1 8x40 R=20K GG 1,33GxGx ! ! + ! 2 12 1 /2 7 3/4 W2 1 x44 R 251 �� ,� 2 -- - --, �6 " .5_�Gxr)x.)/3 2 12 3/4 7 3/4 �, N N - co CV Ln BP -A NOT TO SCALE BP -B NOT TO SCALE B8 B9 1510 131 1 -c _ - - - -- WI8x76 P ��, n �_ -- ! 7 4 Jj' xox , - 3/4 W 12x35 K 2�,°.. - -- — - =--- . - j r :>- r. : �� :1, ' 2 ? T4 7 3/4 SEE BASE PLATE DETAIL BP -A W 18x65__5�xr,x`�/3 , G !2 _� I /4� 7 3/4 SEE BASE PLATE DETAIL BP -B 0- ' W 18x40 K _ 45K. NCI _ - - - -- MINIMUM ` BOLT MINIMUM MAXIMUM EMBEDDED A OF ` 1-' S -'1`4L[ E3 _ A; M A`'h ,U^''C) MATERIAL EMBEDDED EMBEDDED EDGE THF LADLU tACI ND Wi i I" NUT AT 5C,- OM,)YPE LENGTH LENGTH DISTANCELn TACK,';%✓=I_DLD 5'.=CL!F E, ftATP WA5HL^ AT - N - N in N N CID N N Cn BOTTOM NU-� S!IA_L NOT BE REQUIRED. CONFORM TO CH�,RT AT RICHT FOR EMBEDMENT, UNLES5 NOTED OTI;.ERWI5E IN SCHEDULE ABOVE. A307, A36 1 2d E = FTG 5d >4 In. 2. "J -50'_T5' ARE P'OT ACCEPTABLE ALTERNATES. THICKNESS 3. PLATL VVA5dLR`) 511,411-L HAVE "OLE WITH DIAMETER ,4325, ,4449 17d - 5" 7d >4 In. EQUAL TO BCL? DIAMC.TER + 1 i 1 C" N Cn N %n iv OVEfZSIZED HOLES AND PLATE WASHERS N f=0_ R BASE PLATES � e>0LT HOLE FE WASHERS BOLT HOLE FE WASHERS DIAMETER DIAMETER DIAMETER DIAMETER - C66-4 CGGA C66-4 -- - -- -- 3/4" 1 5/ I G" 5/1 6"x3"x3" 1 112" 2 5/1 G" 7/1 6"x5"x5" N co N - : �' S/ I G"x3"x3" 1 3/4" 2 3/4" 7/1 6"x5"x5" I" 1 3/ 1 G" 3/8"x4"x4" 2" 3 114" 1 /2"x6"x6" in N TCI TCI 10'-3" 10'-8" = 10' � I � � I m In N Ln N N N _ E53 152 27'-3" 65' - C66-8 C66-8 30'- 10" C66-8 I C66-4 - - - -- 57 - - - N v OFFSET 5A5E PLATE TO - UJ NOT INTERFERE W/ CMU N O - - 53B2 C66-8 _ I C66-4 I nl C66- 1013 C66- I 136 - = =1N 6'- 114.. 1 G'-02" 6' 114 —IN �' - � O 12" � TCI _N Ln cu o N —IN B6 —IN p TCI TCI TC 1 CGG-4A-/ C66 -4A TC2 1 '- 10' 2' 10' 2' 9'-4" 66' 30' 90'-8" OFFSET RASE PLATE ', 22 1 -4 OFFSET BASE PLATE TO NOT INTEff EKE NOT INTERfERIff VV7 CMU i 71 10'-6" 10'-2" 10, 10'-2" 9'- 10" 10' 10' 10, 10, 9' 1 O" O 4" 9'- 1 O" 10'-2" 9'-10" 10' 10' 10, I 10' 10' 10'-2" 9'- I O" 1 O'-8" 0) QJ 2) �� 14 15 16 7 C1,5 21 9 MARKUPS DATE I BY 155UE 05-07-151 J5V I PER MARKUP$. 65-24- 181 J5V I PER MARKUP5. REVISIONS # DATE BY ISSUE D 5 D 'J STRUCTURE A 15T FLOOR ED BLACK IRON LAYOUT D D RINEHART 55 ASSOCIATES LLC I 145 1 RINEHART ROAD, D 5ANF0RD, FL 32771 ., D ow D 'off I, za " Ill WG / j z ✓✓ _� S D a) kn �Z J o 0 D Li D D DmD IN (n m� W J � cn W (\ Om m D o� J W� PLu � Zm DI � UO Q�/ W _u `UED Ju D, kL L> �O � N O D zoo O °Q D D D D B D D AD D YD, D Y D D AAA M. �A. I p�• �G E NS 'A No. 554 _ DC �A TE / O l ••�� \ AL DID DRAWN BY DATE EE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1/5" = 1 ' JOB NUMBER 2035 MILE NAME 2035-5TR.DWG 5HEET S --E3-1 n NUj �tmOwF LU U tmi n�c7 �o� i@@ km$ NN > m3m30"k� o�S�ooasz _ ;.o UaQzz,o LLJ gJ WWw F oa E-,.- oa ��q��`="i oti sm iznn o � z �-z o6 v°0im� � w0. N09 oapoo� uw6 oovDo kg zaa�dw�°zaN ozo O U1 'E0 KQ o dNv�N om- �� U pomt u�, JJ AAA M. �A. I p�• �G E NS 'A No. 554 _ DC �A TE / O l ••�� \ AL DID DRAWN BY DATE EE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1/5" = 1 ' JOB NUMBER 2035 MILE NAME 2035-5TR.DWG 5HEET S --E3-1 A _ 0 A.I 4 B o B.I N C N m C.I � D D.I N E N E,I N F N to P.I N in N G.I - F1 N hI N Ln I N i.I N J N Ln J.ILn N N K - K.I N L N L.I M M.I N N N N.I N �0 O `-� 0.1 P Ln Q N In Q.I N Ln R N R.I N 5 N Ln 5.1 N T N N T.I - Ln U N U.I N V N d- V.I ' FW 1 W. I _N ICY x N Ln DN X.I - Ln Y N Ln Y.I N Ln Z N Z.I N � N k3AI 5.1 N cc cV Ln "C.I N in DD N 0 D. I 0 EE `� 2 3 4 5 6 7 8 9 10 101-01 101-2 " 1 0' 1 0'-2" 9'- 1 0" 10, 10, 10, 0' q' ' O' 12 13 I r)II 1 0'-2" 22 TI' -4'l 15 16 17 18 19 20 21 22 10 10 10 10 10 10 10-2 I O-6 2" 25' 17 IA" 25' 2" 10'-G" 10'-2" 10' 1 10'-2" 91-1011 10' 1 10' 1 10' 1 10' 10''' 10'-2" 13 91-1011 1 10' 1 10, 1 10' 10, 1 10' 1 10'-2" 1 51-1011 1 10'-8" MARKUPS DATE BY ISSUE 05-0', 18 JSV PER MARKUPS. 05-24- 181 J5V I PER MARKUPS. N AA M. 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S T F Ilk - Ln R A 0 N EE DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE 1/81, = I ' JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET SPLIT D/X SCHEDULE THE SIZE, LOCATION, WEIGHT, ELECTRICAL REQUIREMENTS AND SERVICE CLEARANCES MARK AHU-2,3,4,5,6,7,8,9,10,11,12,13,14,15 16-117,18,19,20,21,22,23,24.25 AHU-1 AREA STORAGE FACILITY STORAGE FACILITY BTUH SENSIBLE 38,862 48,100 BTUH TOTAL 48,000 60,000 ENTERING DB -WB 80/67 80/67 OSA REFER TO PLANS REFER TO PLANS SUPPLY CFM 1600 1,820 EXTERNAL SP. .5 .5 FAN H.P. .75 .75 HEAT KW 9.6 9.6 MCA 57 57 FUSE SIZE 60 60 VOLTAGE 208/1 208/1 OUTSIDE SECTION: CU -2,3,4,5,6,7,8,9,10,11,12,13,14,15 16,17,18,19, 20, 21, 22, 23, 24, 25 CU -1 MCA 26 31 FAN FLA. 1 1 FUSE SIZE 45 50 VOLTAGE 208/1 208/1 SEER 14 14 REFRIGERANT R -410A R -410A MODEL NO. OUTSIDE RA1448AJ RA1460AJ MODEL NO. INSIDE RH1P4817ST RH1P6017ST MANUFACTURER RHEEM OR EQUAL RHEEM OR EQUAL NOTES 1. PROVIDE UNIT WITH EXPANSION VALVE AND R410A REFRIGERANT LINE PACKAGE. 2. PROVIDE FILTER RACK WITH 2" 30-35% FILTERS. 3. PROVIDE SOLID STATE HEAD PRESSURE CONTROL ON CONDENSER FANS FOR LOW AMBIENT CONTROL 4. PROVIDE 5 MINUTE SOLID STATE DELAY CONTROL TO PREVENT COMPRESSOR FROM SHORT CYCLING 5. PROVIDE 7 DAYS PROGRAMMABLE T/SAT W/BATTERY BACKUP & INSTALL IN VENTED LOCK BOX 6. INSTALL UNITS PER MANUFACTURER'S SPECIFICATIONS AND GUIDELINES 7. PROVIDE ALL AHU ON 1ST FLOOR W/VARIABLE SPEED MOTOR & CONTROLLERS FOR AUTOMATED SPEED CONTROL. EQUIPMENT 1. ALL AHU/CU EQUIPMENT SHALL BE FURNISHED WITH BLACK LAMINATED PLASTIC LABEL W/WHITE ENGRAVED LETTERING & FASTENED MECHANICALLY TO EQUIPMENT. 2. LABEL SHALL HAVE THE FOLLOWING INFORMATION W/1 /2" LETTERING EQUIPMENT # FLOOR # MARKUP5 # I DATE I BY I 155UE I 105-07-181 J5V I PER MARKUP5. HVAC GENERAL NOTES 1. THE SIZE, LOCATION, WEIGHT, ELECTRICAL REQUIREMENTS AND SERVICE CLEARANCES 21. ALL PIPE SIZES ARE MINIMUM INSIDE DIAMETER. IF PIPE SIZE IS UNAVAILABLE, THE NEXT SCHEDULE MIN. FREE AREA MAX VELOCITY ACCESSORIES OF EQUIPMENT INSTALLED UNDER DIVISION 15 - MECHANICAL SHALL BE COORDINATED SIZE LARGER SHALL BE PROVIDED. SIZE FAN MOUNTING WITH ALL OTHER TRADES. 22. MECHANICAL CONTRACTOR SHALL FURNISH MOTOR STARTERS FOR ALL MECHANICAL BV -1 HART COOLEY 2. EQUIPMENT SHALL BE LOCATED TO ALLOW EASY ACCESS FOR SERVICING, ADJUSTING, TYPE EQUIPMENT. STARTERS SHALL BE WIRED BY DIVISION 16. PACKAGED EQUIPMENT SP-IN.W.0 REVISIONS MOTOR OR MAINTENANCE, AND SPACE FOR REMOVAL OF INTERNAL ASSEMBLIES. PROVIDE POWER SHALL HAVE STARTERS PROVIDED AS PART OF PACKAGE BY MANUFACTURER. CONTROL REMARKS SYMBOL MINIMUM SERVICE CLEARANCES FOR EQUIPMENT PER MANUFACTURERS SR -1 REFER TO PLANS # DATE BY ISSUE SURFACE RECOMMENDATIONS. 23, PROVIDE ALL ELECTRIC HEATERS WITH SEAL OR MARK OF AN APPROVED TESTING REFER TO ARCH. DWG. FOR COLOR ^min d0 RETURN WALL OPPOSED AGENCY AND BE EQUIPPED WITH AN APPROVED AUTOMATIC RESET AIR OUTLET 1=a F0oo zp�oN a w 3. WHERE CROWDED LOCATIONS EXIST OR WHERE THERE IS A POSSIBILITY OF CONFLICT GRILLE TEMPERATURE LIMIT CONTROL SET AT 2007. THE ELECTRIC ELEMENTS SHALL BE BLADE DAMPER EF -1,2,3,4 TOILETS BETWEEN TRADES, CONTRACTOR SHALL MAKE COMPOSITE DRAWINGS SHOWING THE 70 EQUIPPED WITH A MANUAL RESET TEMPERATURE LIMIT CONTROL SET AT 250oF. 950 DIRECT 115/60/10 EXACT LOCATION OF PIPES, DUCTS, CONDUIT AND EQUIPMENT. DRAWINGS SHALL BE GREENHGREENH ECK SWITCH 1,2,3,4 EF -5,6,7 ELECT.RM CEILING BASED ON FIELD MEASUREMENTS AND, AFTER CONSULTATION AND AGREEMENT 24. ALL ELECTRIC HEATERS IN DUCTWORK SHALL HAVE SHEET METAL SLEEVE. SLEEVE DIRECT 115/60/10 54 BETWEEN THE TRADES, SHALL BE APPROVED BY THE ENGINEER BEFORE INSTALLATION SWITCH SHALL BE FULL WIDTH AND HEIGHT OF HEATER AND SHALL BE 18" UPSTREAM AND 30" TITUS-TDC OR EQUAL - 24"x24" FACE OF THE WORK. DOWNSTREAM OF HEATER (MINIMUM). IF HEATER IS INTEGRAL WITH AIR HANDLER, LAY -IN OPPOSED 4, MECHANICAL CONTRACTOR SHALL COORDINATE ALL LOCATIONS WHERE DUCTS MUST CD -2 PROVIDE METAL DUCT FOR FIRST 30" DOWNSTREAM OF UNIT. DIFFUSER CEILING BLADE CROSS OTHER DUCTS OR TRAVEL THRU OR BETWEEN JOISTS. PROVIDE CLEAR SPACES - AS REQUIRED TO COMPLETE INSTALLATION 1. PROVIDE SPEED CONTROLLER 6. PROVIDE EF WITH T/STAT BETWEEN JOISTS. 25 AIR HANDLING UNITS, FAN COIL UNITS, AIR CONDITIONING UNITS, AND SIMILAR BACKDRAFT DAMPER HVAC SCHEDULES EQUIPMENT CONTAINING ELECTRIC STRIP HEATERS SHALL HAVE A SINGLE POINT 3. PROVIDE SINGLE POINT CONNECTION 5. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ENGINEER AND GENERAL NOTES: CONNECTION. IF HEATER IS NOT INTEGRAL WITH UNIT, THIS CONTRACTOR SHALL 2. MAXIMUM PRESSURE DROP OF .04 IN W.C. 4. PROVIDE FAN W/CEILING MTD GRILLES CONTRACTOR ON REQUIREMENTS FOR STRUCTURAL SUPPORT AND FRAMING FOR ALL PROVIDE MATERIALS AND LABOR, AND COVER ALL COSTS INCURRED TO PROVIDE A MECHANICAL EQUIPMENT AND SYSTEMS. GENERAL CONTRACTOR SHALL BE SINGLE POINT POWER CONNECTION. PROVIDE FUSED DISCONNECT, WIRING, CONDUIT, RESPONSIBLE FOR PROVIDING AND VERIFYING STRUCTURAL SUPPORT AND FRAMING. ETC. AS REQUIRED. 6. PRIOR TO FABRICATING OR !NSTALLIN„ ANY EQUIPMENT OR C1 `k^"'JRi<, COORDINATE ALL DUCTS, DIFFUSERS. R'_-'GiSTER` , AND ECU'PVF'NT WITH EXACT LOCATION OF BEAMS, JOISTS, TRUSSF-S ,AND OT!-lER S7RUCJ',JRAI FRAMING. COORD!NATE WITH GENERAL CONTRAC i0R AND, TRUSS TO PROVIDE ADDITIONAL OR REVISED FRA�1!NC T,) !r;. - ,--)` T 7" 7 EJ:UIL'".4E"JT AND DUCTS LOCATED WITHIN J0 :7�l 01? TRI 'l -:S SPAC'i . ANS EQUIPMENT (DAMPERS, FANS, HEATERS, ETC.) IN JOIST OR TRUSS SPACES SMALL REMAIN ACCESSIBLE. NOTIFY ENGINEER OF ANY CONFLICTS PRIOR TO PURCHASING EQUIPMENT AND PRIOR TO CUTTING OPENINGS. 7, ALL INACCESSIBLE BALANCING DAMPERS SHALL BE ADJUSTED AND SET PRIOR TO COMPLETION OF CEILINGS AND/OR FIRE. RES!STAPdT DRYWALL. COORDIFI.ATE WITH GENERAL CONTRACTOR. COMPLETE SYSTEM ;HALL PE BALANCED AS SCHEDULED WITH ALL REGISTER AND DIFFUSER DAMPERS OPEN Fi-,LI_ JNES!_ TERMINAL DAMPERS ARE FOR FUTURE USE ONLY. PROPER BAL-ANC"ING 'i I,=.L _ SET WITH D,?MPERS SHOWN ON BRANCH DUCT DETAILS AND PLANS. 8, CONTRACTOR SHALL PROVIDE SHOP DRAWINGS F'R 0? -') P1IRCHASING OR INSTALLING EQUIPMENT AND SYSTEMS INDICATED ON CONTRA';T C�•�,0-, lUMENTS. PRIOR TO SUBMITTAL, CONTRACTOR SHALL VERIFY THAT AUEQ6,L. iE SPACE EXISTS FOR THE SUBMITTED EQUIPMENT. SHOP DRAWINGS MUST E RE_VIEWFO BY ENGIIJEER .AND ENGINEER. 9 ALL BARE METAL SURFACES SHALL BE PRIMED AND PAINTED TO PREVENT ANY RUST, INCLUDING, BUT NOT LIMITED TO, ANGLE FRAMING, UNIT SUPPORTS, MOUNTING HARDWARE, ETC. 10. DETAILS SHOWN ARE SCHEMATIC - NOT ACTUAL SECTIONS. 11. COORDINATE ALL DIFFUSER, REGISTER AND GRILLE LOCATIONS WITH LIGHTS AND CEILINGS. 12. ALL THERMOSTATS SHALL BE MOUNTED 48" ABOVE FINISHED FLOOR IN VENTED LOCK BOX 13. ALL SUPPLY AND RETURN AIR DUCTS SHALL BE SHEET METAL DUCT UNLESS NOTED OTHERWISE. ALL DUCTWORK SHALL BE INSTALLED PER SMCNA & ALL LOCAL CODES REQUIREMENTS. 14. ALL METAL DUCTS SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED BY METAL HANGERS, STRAPS, RODS, LUGS OR BRACKETS COMPLYING WITH DUCT CONSTRUCTION STANDARDS REFERENCED BY SMACNA. METAL SUPPORT SHALL HAVE A MINIMUM WIDTH OF 2" 15. DUCT SIZES SHOWN ARE MINIMUM INSIDE DIMENSIONS. 16. ALL DUCTWORK IS SCHEMATIC IN NATURE. PROVIDE ALL TRANSITIONS, ELBOWS, TURNING VANES, ETC. TO INSURE SMOOTH AIR -FLOW. ALL SPLIT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. 17. PROVIDE ALL TRANSITIONS IN DUCTWORK REQUIRED TO CROSS PIPING OR OTHER OBSTRUCTIONS. MAINTAIN EQUIVALENT CROSS-SECTIONAL AREA WITH MINIMUM DUCT SIZE 5" INSIDE DIMENSION. DUCT SHALL TRANSITION BACK TO ORIGINAL SIZE. DEPTH OF DUCT SHALL BE 2" LARGER THAN DIAMETER OF SPIN -IN FITTING. 18. ALL DUCT BENDS FROM THE VERTICAL TG THE I-IORiZONTAL AND ANGLED TURNS OF DUCTWORK SHALL HAVE TURNING VANE INSTALL -ED. 19. VOLUME DAMPERS AND 45 DEGREE TAPS SHALL BE INSTALLED IN ALL BRANCH, BRANCH MAIN, AND SUBMAIN DUCTWORK LEADING FROM !,CAIN TRJNK LINES. VOLUME DAMPERS SHALL BE MULTIPLE OPPOSED BLADE T"FE C` ti 4A 'L R <IlAj'__ 1,;,17 A '"IXED POSITION LOCKING DEVICE. ALL DUCTWORK SHALL MAIN I -AIN "'S T FV r . ;' =:F. =i�? S T F�iBUTlO!�I CO;v?PONE_NT SHALL BE SEALED IN ACCCRDANCE `�! i, i S'^ACIIA F:EC'Fd ;S. 20. ALL SEAMS AND CONNECTIONS IN DUCT'NORK, A!"IC !r',ISULATIGN WE? P Q•;yALL. BE SEALED WITH TWO LAYERS OF FAB AND MASTIC. LEGEND: CD= THERMOSTAT WITH LOCK BOX F/S= FIRE STAT TYP: TYPICAL R.A. = RETURN AIR OSA= OUTSIDE AIR 7 = VOLUME DAMPER S.A = SUPPLY AIR BD = BACK DRAFT DAMPER QS = REMOTE THERMOSTAT SENSOR A/T = AIR TRANSFER BOOTH BRICK VENT SCHEDULE MARK EXHAUST FAN SCHEDULE MIN. FREE AREA MAX VELOCITY ACCESSORIES DESCRIPTION SYMBOL SIZE FAN MOUNTING ACCESSORIES MOTOR MANUF. BV -1 HART COOLEY BV168 161 X 7j TYPE CFM SP-IN.W.0 RPM MOTOR VOLTS POWER MODEL CONTROL REMARKS SYMBOL AREA SERVED SR -1 REFER TO PLANS REGISTER SURFACE BLADE DAMPER WATTS - REFER TO ARCH. DWG. FOR COLOR ^min d0 RETURN WALL OPPOSED TITUS OR EQUAL 1=a F0oo zp�oN a w RR -1 REFER TO PLANS GRILLE MOUNTED BLADE DAMPER EF -1,2,3,4 TOILETS CEILING 70 0.2 950 DIRECT 115/60/10 54 GREENHGREENH ECK SWITCH 1,2,3,4 EF -5,6,7 ELECT.RM CEILING 80 0.2 950 DIRECT 115/60/10 54 GRREEBNBHOECK SWITCH 1,2,3,4,6 TITUS-TDC OR EQUAL - 24"x24" FACE CEILING SUPPLY LAY -IN OPPOSED 12"x12" FACE. PROVIDE CEILING TRIM CD -2 NOTES: DIFFUSER CEILING BLADE TITUS-TDC OR EQUAL - AS REQUIRED TO COMPLETE INSTALLATION 1. PROVIDE SPEED CONTROLLER 6. PROVIDE EF WITH T/STAT DOOR MOUNTED OPPOSED BLADE 2. PROVIDE BACKDRAFT DAMPER 16"x12" FACE 3. PROVIDE SINGLE POINT CONNECTION NOTES: 1. SUPPLY REGISTERS AIR PATTERN SHOWN ON PLAN BY ARROWS. 2. MAXIMUM PRESSURE DROP OF .04 IN W.C. 4. PROVIDE FAN W/CEILING MTD GRILLES LEGEND: CD= THERMOSTAT WITH LOCK BOX F/S= FIRE STAT TYP: TYPICAL R.A. = RETURN AIR OSA= OUTSIDE AIR 7 = VOLUME DAMPER S.A = SUPPLY AIR BD = BACK DRAFT DAMPER QS = REMOTE THERMOSTAT SENSOR A/T = AIR TRANSFER BOOTH BRICK VENT SCHEDULE MARK MANUFACTURER MODEL LIST SIZE (WxH) MIN. FREE AREA MAX VELOCITY ACCESSORIES DESCRIPTION SYMBOL SIZE SERVICE MOUNTING ACCESSORIES MODEL NO. COLOR BV -1 HART COOLEY BV168 161 X 7j .3 800 F.P.M. BIRD&INSECT SCREEN STATIONARY LOUVER DRAINABLE BLADE BV -2 HART COOLEY BV808 8 X 71 .13 500 F.P.M. BIRD&INSECT SCREEN STATIONARY LOUVER DRAINABLE BLADE SR -1 REFER TO PLANS REGISTER SURFACE BLADE DAMPER MODEL 300 -FL - 26. PROVIDE ACCESS PANELS OR DOORS TO ALL DAMPERS, EQUIPMENT, ETC., AS REQUIRED. COORDINATE LOCATIONS, SIZE, TYPE, AND FINISH WITH GENERAL CONTRACTOR AND ENGINEER. 27• ACCESS PANELS BETWEEN RETURN AIR PLENUM AND UNCONDITIONED ARES SHALL BE INSULATED AND MAINTAIN AIRTIGHT SEAL WITH NO LEAKS OR CONDENSATION. 28. PROVIDE ACCESS PANELS AS REQUIRED FOR ALL VALVES, DAMPERS, CONTROLS, OR OTHER EQUIPMENT. 29, ALL CONTROL WIRING, CONDUIT, AND HARDWARE TO COMPLETE THE HVAC CONTROL SYSTEMS SHALL BE FURNISHED AND INSTALLED UNDER DIVISION 15 - MECHANICAL OF THESE CONTRACT DOCUMENTS. 30. PROVIDE: CONTROL EQUIPMENT, MOTOR STARTERS, RELAYS, LINE VOLTAGE CONTROLS, TRANSFORMERS, LOW VOLTAGE CONTROLS, AND DEVICES NECESSARY FOR THE OPERATION OF HEATING, AIR CONDITIONING, AND VENTILATION SYSTEMS. 31. PROVIDE CONDENSATE DRAIN PIPE WITH P -TRAP FROM ALL AIR HANDLING UNITS TO AS SHOWN ON DRAWINGS. INSULATE PIPE ABOVE CEILINGS. ROUTE AS REQUIRED TO MAINTAIN 1/8" PER FOOT SLOPE. 32. REFRIGERANT SUCTION LINES SHALL BE INSULATED WITH 3/4" THICK CELLULAR FOAM INSULATION. INSULATION SHALL BE INSTALLED WITHOUT CUTTING. EXPOSED LINES SHALL HAVE ADDITIONAL ALUMINUM OR ALL -SERVICE JACKET. ALL REFRIGERANT LINES BELOW GRADE OR FLOOR SHALL BE IN MINIMUM 6" PVC SLEEVE SEALED AIR AND WATERTIGHT AT BOTH ENDS. ELASTOMERIC INSULATION SHALL BE U.L. APPROVED FOR USE IN RETURN AIR PLENUM. 33. PROVIDE ULTRA -VIOLET RESISTANT PROTECTIVE FINISH ON ALL ELASTOMERIC PIPE INSULATION EXPOSED TO SUNLIGHT. MATERIAL SHALL BE AS RECOMMENDED BY MANUFACTURER OF INSULATION. 34. ALL EXHAUST, AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET STEEL, UNLESS NOTED OTHERWISE. 35. ALL OUTSIDE AIR DUCTS INSTALLED IN CONDITIONED SPACE SHALL BE INSULATED WITH R-6 MINIMUM FOIL BACK DUCT WRAP. 36. ALL MECHANICAL WORK WILL CONFORM TO FBCB (5TH EDITION),FBCM (5TH EDITION), AND FBCEC (5TH EDITION). 37. ALL AIR DISTRIBUTION COMPONENTS SHALL BE INSTALLED IN ACCORDANCE TO SECTION C403.2.7 OF FBCEC AND CHAPTER 6 OF FBCM. 38, PROVIDE FIRE DAMPERS IN ALL DUCT PENETRATIONS OF RATED WALLS AND CEILINGS IN ACCORDANCE WITH U.L. (OR APPLICABLE TESTING AGENCY) REQUIREMENTS. DAMPERS MAY BE OMITTED IN A ONE-HOUR WALL IF AIR CONDITIONING SYSTEM IS FULLY DUCTED, RIGID SHEET METAL, THE OPENING IS 100 SQUARE INCHES OR LESS AND HAS NO DUCT OPENINGS WITHIN 4'-0" OF EITHER FACE OF WALL. PROVIDE FIRESTOPPING AROUND ALL SIDES OF OPENING, BOTH SIDES OF WALL. FIRE DAMPERS OMISSION SHALL COMPLY WITH SECTION 607 OF FBCM. 39. ALL PENETRATIONS THRU FIRE, FIRE/SMOKE OR SMOKE RATED WALLS OR FLOORS SHALL MAINTAIN RATING. SPACE AROUND DUCT OR PIPE SHALL BE PACKED WITH U.L. APPROVED NON-FLAMMABLE ROCK WOOL. SPACE AROUND DUCT OR PIPE SHALL BE NO GREATER THAN 1/2" ON ALL SIDES. ALL OF FIRE RATED ASSEMBLIES SHALL BE PROTECTED IN ACCORDANCE TO SECTION 714 OF FBCEC. 40. ALL AIR DISTRIBUTION COMPONENTS SHALL BE INSTALLED IN ACCORDANCE TO SECTION C403.2.7 OF FBCEC AND CHAPTER 6 OF FBCM. 41. BALANCING AND ADJUSTMENTS PRIOR TO FINAL INSPECTION: PROVIDE TEST AND BALANCE BY INDEPENDENT CONTRACTOR. ADJUST THE AIR CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC., TO DELIVER NOT LESS THAN THE REQUIRED AIR QUANTITY WITH DIFFERENT QUANTITIES TO BE SUBJECT TO THE APPROVAL OF THE ENGINEER. MAKE FINAL ADJUSTMENTS NECESSARY TO SATISFY OWNER NOISE AND COMFORT LEVEL REQUIREMENTS. THIS CONTRACTOR SHALL PROVIDE THREE (3) COPIES OF A TEST AND BALANCE REPORT TO THE ENGINEER AT TIME OF SUBSTANTIAL COMPLETION INSPECTION. AIR DISTRIBUTION DEVICE SCHEDULE q. WSJ MANUFACTURER SYMBOL SIZE SERVICE MOUNTING ACCESSORIES MODEL NO. COLOR REMARKS r m� ��N vi.`z�i�i eo 0 �H�� LLJ SUPPLY SIDE OPPOSED TITUS OR EQUAL SR -1 REFER TO PLANS REGISTER SURFACE BLADE DAMPER MODEL 300 -FL - REFER TO ARCH. DWG. FOR COLOR ^min d0 RETURN WALL OPPOSED TITUS OR EQUAL 1=a F0oo zp�oN a w RR -1 REFER TO PLANS GRILLE MOUNTED BLADE DAMPER MODEL 350 -FL - -��No° 0 �p� �0 6� J[ 55" KW°�nr RETURN WALL OPPOSED TITUS OR EQUAL Od W RR -2 REFER TO PLANS GRILLE MOUNTED BLADE DAMPER MODEL 350 -FL _ PROVIDE FIRE DAMPER PER PLANS CD -1 REFER TO PLANS CEILING SUPPLY DIFFUSER LAY -IN CEILING OPPOSED BLADE TITUS-TDC OR EQUAL - 24"x24" FACE CEILING SUPPLY LAY -IN OPPOSED 12"x12" FACE. PROVIDE CEILING TRIM CD -2 REFER TO PLANS DIFFUSER CEILING BLADE TITUS-TDC OR EQUAL - AS REQUIRED TO COMPLETE INSTALLATION DG -1 REFER TO PLANS DOOR GRILLE DOOR MOUNTED OPPOSED BLADE TITUS-CT700 OR EQUAL - 16"x12" FACE NOTES: 1. SUPPLY REGISTERS AIR PATTERN SHOWN ON PLAN BY ARROWS. 2. MAXIMUM PRESSURE DROP OF .04 IN W.C. 3. TRANSITION RECTANGULAR RIGID DUCTWORK TO DIFFUSER NECK AS REQUIRED. 4. REFER TO PLANS FOR NECK SIZES AND AIR QUANTITIES. KINEHAKT 55 A550CIATE5 LLC 1451 KINEHAKT ROAD, 5ANPOKD, FL 32771 Diu W a < �Z Z� �a H R z Z< g� �z Z W 00 LTJ t` 12 mo Lum J Ln w� Do ZQ w Zm uj t\ �o Um j_/ Q) w �o > a_N N O >O o Q z U(� z_g O `� M. No. 55428 .o ST E '• Fs'' • • .. ....... •NGS `�. N A L DRAWN BY I DATE EDJ 1 02-09-18 05-10-18 5GALE JOB NUMBER 2035 FILE NAME 2035-STR.DWG SHEET M-0 q. WSJ U] ami 0� °mo3� r m� ��N vi.`z�i�i eo 0 �H�� LLJ �NW V �2 O� '�z�FZW (� ron W��m z Oji ^min d0 0.'. 60z> J n-O�m m '^aur 1=a F0oo zp�oN a w VJ pOp 3Wm-Uza Z C1 �z 3333 -��No° 0 �p� �0 6� J[ 55" KW°�nr U Ni3 o.. �z Od W =m Ga< �9 CD 0 N. m az R) M. No. 55428 .o ST E '• Fs'' • • .. ....... •NGS `�. N A L DRAWN BY I DATE EDJ 1 02-09-18 05-10-18 5GALE JOB NUMBER 2035 FILE NAME 2035-STR.DWG SHEET M-0 AIR HANDLING UNIT DRAIN PAN --� DRAIN LINE SHALL BE SAME SIZE AS NIPPLE ON EQUIPMENT REMOVABLE CLEANOUT REMOVABLE CLEANOUT \ WITH 1/8" HOLE IN CAP PITCHED DOWN TOWARD DRAIN - 1 /4"/FT. MIN. 1" MIN. EASILY REMOVABLE CONNECTION 4" MIN. DEPTH OF SEAL CONDENSATE DRAIN TRAP DETAIL NOT TO SCALE 60" MAX. DUCT HANGER STRAP Jam' 1w NOTE: SIZE AND RATING OF HANGERS AND SUPPORTS SHALL BE PER LATEST "SMACNA" STANDARDS. TYPICAL DUCT HANGER DETAIL SCALE: N.T.S TRANSVERSE DIRECTION ATTACHMENT REQUIREMENTS FASTEN RTU TO UNISTRUT W/ (1) 1'0 BOLT EACH CORNER RTU TO UNISTRUT ❑PTI❑N #21 FASTEN RTU TO UNISTRUT (1) SIMPSON LTT19 TENSION TIE W/ (6) #14 TEK SCREWS TO UNIT AND (1) k0 BOLT TO UNISTRUT EACU rnRW R NOTEi THIS DETAIL HAS BEEN DESIGNED TO N❑TEI IBOTH OPTION #1 & OPTION #2 ARE SHOWN, HOWEVER FOR INSTALLATI❑N PURPOSES EITHER ❑PTI❑N #1 OR OPTION #2 MAY BE USED, AS BOTH ARE NOT NECESSARY, i ... ... ... .._.... ........ _. y... _._. __._ ....._.._.. _. __. ...... _..._ ..... ..._. 2" MIN 22GA: DUCT STRAP METAL BRACKET SUPPLY AIR REGISTER #12 SHEET METAL SCREW #12 SHEET METAL SCREW (TYP. ) 2" WIDE METAL STRAP AROUND THE AIR DUCT SUPPLY AIR DUCT SPIRAL DUCT WITH SIDE DISCHARGE DIFFUSER NTS ROUND DUCT SPECIFICATION EXPOSED ROUND DUCTWORK SHALL BE 24 GAUGE, SINGLE WALL GALVANIZED STEEL, SPIRAL LOCKSEAM. FITTINGS SHALL BE SINGLE WALL GALVANIZED STEEL, STANDING SEAM OR SOLID WELDED CONSTRUCTION. ELBOWS SHALL BE STANDING SEAM, GORED ELBOWS. GRILLE COLLARS SHALL BE ATTACHED TO THE DUCTWORK WITH POP RIVETS WITH A FINISHING FILLET OF ELASTOMER SEAL AT THE JUNCTION OF THE COLLAR TO THE DUCT. DUCT-TO-DUCT JOINTS SHALL BE MADE WITH THE SPIRAL SEAM ROTATED SO THAT THE STANDING SEAN FORMS A CONTINUOUS-4E'_!,.AL PATTERN ACROSS THE JOINT. ALL DUCTWORK AND FITTINGS SHALL BE MANUFACTURED !N ACCORDANCE V!T- 2005 EDITION OF SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS AS REFERENCED IN CHANTER 15 OF FBCM. ALL EXPOSED ROUND DUCTWORK AND FITTINGS SHALL BE CLEANED OF ALL OILS AND COATINGS PRIOR TO INSTALLATION AND PROVIDED WITH A MILL PHOSPHITIZED FINISH ("PAINT GRIP", "ZINC ;;RIP", OR SIMILAR ETCH TREATMENT) TO ALLOW THE DUCTWORK TO BE PAINTED. LONGITUDINAL DIRECTION ATTACHMENT REQUIREMENTS RTU TO UNISTRUT ❑PTI❑N #11 FASTEN RTU TO UNISTRUT W/ (1) �'O BOLT EACH CORNER RTU TO UNISTRUT OPTION #21 FASTEN RTU TO UNISTRUT (1) SIMPSUN LTT19 TENSI❑N TIE W/ (6) #14 TEK SCREWS TO UNIT AND (leO BOLT i ❑ UNISTRUT EACH CORNER RESIST A 150M.PH, WIND EVENT, I t T v 1U N (2) UNISTRUT P1000 (ONE EACH END OF UNIT) FASTENED TO S-5 EXISTING RIBBED WIND CLAMP W/ (1) BOLT ROOF DECK W/ S-5 (TYP, EACH RIB LOCATION) WIND CLAMPS-TYP.-------------------------------------------- NEW CONDENSER UNIT ON EXISTING ROOF DECK MAXIMUM SAG 1/2" PER FOOT 5'-0" MAXIMUM METAL STRAP OF SUPPORT SPACING 2" MINIMUM FLEX DUCT NOTES: 1). DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING. NOT TO SCALE 2). SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT -OF -ROUND SHAPE. OSA DUCT TO AHU AUX.DRAIN PAN WITH OVER FLOW CUT OF SWITCH TIED INTO COOLING MODE PER 2017 FBCM 307.2.3 --,, AIRFLOW �i'►`N7:1:1 -RED ELBOW WITH BLE WALL TURNING VANES & FRAME MITERED ELBOW FITTING 9RANCH DUCTWORK AIRFLOW AIRFLOW )OUBLE WALL TURNING ✓ANES & FRAME SPLITTER DAMPER W/ ADJUSTMENT ROD MITERED TEE FITTING VOLUME DAMPER BEARING BRANCH DUCT LOCKING QUADRANT LEVER TAP COLLAR TRUNK DUCT BRANCH DUCT CONNECTION FITTING DUCTWORK FITTING DETAIL NOT TO SCALE AC MODEL PER UNIT SCHEDULE ROOF LEVEL COND. UNIT SUPPLY AIR SUPPLY AIR DUCT TO SPACE ELECTRIC HEATER ON DISCHARGE PROVIDE FULL SIZE SHEET METAL WITH OSA OPENING ON ONE SIDE & FASTEN OSA DUCT TO OPENING ON SHEET METAL AIR HANDLING UNIT REFRIGERANT AND VAPOR LINES FROM ABOVE ROUTED TO CONDENSER UNIT. REF. DWG. M200 C CONDENSATE DRAIN WITH TRAP NEOPRENE ISOLATION PAD C 2"x2"x1 /4" ANGLE WELDED SUPPORT FRAME UNDER UNIT FLOOR SLAB 7 ON 3 SIDES ELEVATION OF FLOOR MOUNTED AHU SYSTEM SCALE: N.T.S REFRIG.PIPING THRU ROOF JACK. SEAL ALL AROUND WATER TIGHT MARKUPS # I DATE I BY I 155UE I 105-07-IL31 J5V I PER MARKUPS. 2 105-24-18 1 J5V I PER MAPKU15. REVISIONS BY HVAC DETAILS RINI-HART 55 ASSOCIATES LLC 1451 RINEHART ROAD, SANFORD, FL 32771 oQ J Q Z � Z zi2 az g� U) (n �Z 00 D zm CD § Q J d � 0 �U w a/ - > i �N Q Zo > O6 O� Zom z 0 - ,To o� M. g ��..'•�� \ENSU ••' � , No. 554 .o ATE QN end DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 2035 PILE NAME 2035-5TR.DWG SHEET M-0.1 0 0 I1.J U 100�> Be�� =�= NU N Ng�Oa3z ) FOFm Uu� m0® k�= aa o l;fa?I 0 n v nw g " �qw Nm� w'u�o�t`uiW�-ii V7>w2 OWC �'NU d, 0az,zaoa0O m I_Umozdo�c oo�az ` °�t 9"o�N g-Moz0 m b 'm uj M. g ��..'•�� \ENSU ••' � , No. 554 .o ATE QN end DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 2035 PILE NAME 2035-5TR.DWG SHEET M-0.1 RUSKIN 1. Opening Clearance 7, Duct/Sleevo Connection. Opening clearance for expansion is not required for the Out of a. Break away Duct'Sleeve Connection 39w or. Carte Rd. Know City, 11i O 64030 4 (816) 761-7476 FAX (816) 7654W5 Wall or Floor dampers. However, to accommodate for the Fectar jular auc.; r u,,. _ e c., e _ mc, . _ sleeve and insulation thickness, the finished opening needs 10 del�icfed vei�yv: INSTALLATION INSTRUCTIONS be 1/2" (13) larger in width and height than the damper nominal (D)IBD2/t?W and (D)IBD2SSJOW FIRE DAMPERS size. For example a 24" x 20" (610 x 508) damper the finished opening should be minimum of 241/2" x 20112" (622 x 521). The PLAN 'S'rLt, �� r F„ � �, �� n, � 11/2 HOUR UL CLASSIFIED RATING wallboard may be finished to enhance the a y appearance of the opening" 2. Damper Orientation_- APPLICATION INSTALLATION SUPPLEMENTS Dampers are designed to operate with blades running horizon.- -� tally. Use 'Mount With Arrow Up" label as a guide for proper 5 t:;.AND+N(i jALi The DIBD2/OW and DIBD2SS/OW dynamic fire dampers are for Refer to the appropriate Ruskin installation instructions supple- damper orientation. The maximum the leading edge of the (ANcaL HLiWOf, ,,LUQ "NAF, $4LINJ n<ci n) use in dynamic (fans on) or static (fans off) systems. The IBD2/OW ments for special requirements: damper frame can be installed outside the wall: n and IBD2SS/OW static fire dampers are for use in static (fans off) S-and-Drivemate No. 14880 Steel Stud or Masonry Walls: 8" (203) systems only. Out of wall "OW" tire dampers are designed so that.Wood Stud Walls: 6" 152 _,.R �c�___ • Flanged System Breakaway Carnleetivtl5 �x} the leading edge of the damper frame can be up to 8" (203) out of 3. Insulation STONING ,�Nivr . t''.""r�' Optional Sealant of Dampers in Fire Rated Walls or Floors ,Ara; t HFINF »,.f^s the wall, partition or masonry floor. OW fire dampers may be used insulation shalt be s./4'" (6} fiberfrax attached to all four sides of in fire resistance rating applications of less than 3 hours. OW fire the damper and sleeve assembly (factory installed). dampers may be used for through penetrations or duct termina- 4. Damper Sleeve A maximum of two #10 (M5) sheet metal screws on each side tions where the damper cannot be installed within the wall or floor. Sleeve thickness must be equal to or thicker than the duct con- and the bottom, located in the center of the slip pocket and pen- ne£ted to it. Sleeve ,gage requirements are listed in the etrating Both sides of the stip pocket may be used. Connections STATIC FIRE DAMPERS SMACNA Fire, Smoke and Radiation Damper Installation using these slip lo+nts on the top and bottom with (tat drive slips Not for use in Dynamic (fans on) Systems Guide for HVAC Systems and in NFPA90A. If a breakaway up to 20' (508) long on the sides may also be used. Style duct/sleeve connection is not used; the Sleeves Shall tie a b. Round and Oval Break -away Connection MODEL IBD2lOW and IBD2SS/OW' MAXIMUM SIZE Single Section minimum of 16 gage (1.6) for dampers up to 36" (9 t 4) wide by Round and flat ovat break. -away connections must use either Vertical Installation -36'"w x 36"h (914 x 914) 24" (61 Q) high and 14 gaga (1.9) for dampars { xceeding 36" a 4" (1G2) L:it c ekband or #10 (M5) sheet meta[ screws Horizontal Installation - 30"w x 36"h (762 x 914) (914) wide by 24'" (610) high. Damper sleeve shall not exten Daae I •0a;y �.,r, t�td the circumference of the duct as fol - Multi a Section Assembly more than 6" (152) beyond the fire rials at oartilion unless :•. (� y [Jit ,iart,; ters t_'. 559) and smalller- may., zm.3 Horizontal Installation - 36"w x 36"h (914 x 914) damper is equipped with an actuator andtor factory it stalled access door. Sleeve may extend up to 16 00 11 oed t . �. • firewall or partition On 54d28 eC,UI ^C with 3CIJataf at : ' Wit` r' ` 'r' 5-0 a'i� incl[ ir, r. ;'91 3) - DYNAMIC FIRE DAMPERS Insulation tory installed access door. Sleeve snail term�ra, b�+ :y n ' c `' For use in Dynamic (fans on) or Static (fans off) Systems E,. ..' :,;.=r 31, 914; <= id up to ani: tric`id:r I pl' MODEL DiBDZIOW MAXIMUM SIZE of wall within dimensions shown. 5. Fasteners Single Section l <n 13 r i<,d it t CP 't :; TialUt) a. Fasteners spacing to attach the mount+€ a i e r ,t :h is nef3o ocmn, rrio:nq i t Vertical Installation - 33"w x 36"h (838 x 914) :•t .: pit sti .n ,h+, Horizontal Installation - 24"w x 24"h (610 x 610) sleeve to the wait or boor and mot<ssting :<1y,..0 �:, , r' S'iRGt',1 �tr� �rnttr=a acidacisatian L,t>>tr��r flet !iatitir) Multiple Section Assembly damper sleeve, minimum of 1 fastener per side. e Steel Stud or Masonry Walls: 12'• (305) c to c ut c - Vertical Installation - 36"w x 36"h (814 x 914) Notet`,1 t t ,iot,o =_� F� 1y inl ri1t fc = ,,7n � � sn , to tttl- Wood Stud Walls: 6" (152) c -to -c , . ,+ tt rrt t, , pi,ec! ,, Gorda tr "i<..int MODEL DI8D2SS/0W MAXIMUM SIZE Damper b• Fastener to attach mounting angles to the .piall Single Section In masonry walls and floors use minimum /`14 r,app ;cl r "`w x 24"h (610 x 610) concrete anchors. Screw must erlgaze 1c ,�t; r , Vertical Installation - 24 Multiple Section Assembly . E pl y : � minimum of 1 t,2(38). Vertical Installation - 36"w x 36"h 914 x 914 ' '#10 ( ) In metal stud walls use minimum # 0 W51 sc S s t: MODEL DIBDX2/OW MAXIMUM SIZE must engage the metal stud a mimmusn Single Section In wood stud walls use minimum +=10 (btv sc L Vertical Installation - 18"w x 24"h (457 x 610) •' :� • must engage the wood a minitrtum of 3j,C (19) r Horizontal Installation - 18"w x 24"h (457 x 610) or 24"w xc. Fastener to attach mounting angles to the damper stet.,a r ,r 18'h (610 x 457) �.. Mounting angles to be connected to the d2;mme, minimum of number 1Q M Multiple Section Assembly ( 5) screws on belts, welu� �_ Horizontal Installation -36"w x 36"h (914 x 914) 1{2" (13) long welds. d. fdo;a Bt€ roc a+ ,€e ::act l .eat + c,.r, 6. Mounting Angles c;it c t a. Mounting angles shall be a minimum of 1 " r2" x 11, x 2i be minimum a e w. Dimensions shown in parentheses ( ) indicate millimeters. gage steel {38 x 38 x 1.0}. Ruskin 'FAST' an, or only a d 2 - a= . n€ F la c,er single conventional mounting angle is required on side roan 36 i_�14 4 n opposite of the damper and fastened to the damper sleeve 8. Installation and Mainte,laace and wall or floor. Do not weld or fasten conventional angles 1r15tall day nhEr r . together at the corners of damper. not romp, t s S s b. Optional installation where the damper is larger than the ng Matt L,:. s ,_t L �� ," =," �es -d 1n . opening in the wall, the mounting angle is not required and da;ct., w"r'ti co ca; .) ,0 ..,,c the damper is to be fastened to the wall from the inside of Nons JKP: NFPA 80, 900. 101, eta:. the damper sleeve. Mounting angles may be used but are not required. c. Optional installation where the damper is larger than the opening in the floor and the damper is mounted on the top $S/ side of the floor, the mounting angle is not required and the ��4 l�© damper is to be fastened to the floor from the inside of the U SEE COMPLETE MARKING damper sleeve. Mounting angles may be used but are not ON PRODUCT required. d. Optional installation where the damper is larger than the opening in the floor and the damper is mounted on the bot - California State Fire Marshal Listing No. 3225-0245.0005 tom side of the floor, a minimum of 11/2" x 1112" x 20 gage steel (38 x 38 x 1.0) mounting angle is required on the top side of the floor fastened to the damper sleeve and floor ll(D)IB02(OW-5141Replaces it-(D)IS02tOW-114 ALL STATED SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. Above Floor f 16" (406) Max. 8'(203) 1 Max. t7ETA1L A 16" (406) 13) Below Floor ITEM DESCRIPTION 1. Floor/Ceiling masonry Z Damper 3. 1/4" (6) thick insulation (Factory Installed) 4. Fasteners - See Note #5 5. Duct/Sleeve connection 6. Mounting Angles - See Note #6 7. Grille (By Others) Optional OPTIONAL HORIZONTAL INSTALLATION In, Above Floor 8" (203) Max. 16" Max. Max. Below Floor RECOMMENDED FRAMING FOR OPENINGS IN WOOD AND METAL STUD WALLS Floor Runner Figure 1 12" (305) t 24-(610) Metal Stud Construction 24" (610) O.C. Max. (metal studs) RMB 05-10-18 24" (610) O.C. Max. (meta[ studs) bin i8 Ceiling finer 1 2035-5TK.DWG O.C. Max. 1 wuwaec � ®�� . NN l 1 9- exposed steel surfaces need notbe co�omd with gypsum 111 walh%owd. �3< "lida�� :z =o 'zoao a� �W ��=mow w 2rs1) uWW o ogos�o[a�6o=j 2 '� m.m < r l Z `jmW Detail �0 zwy?Uw Panhead screws Um0 gnu 0o0<za�L' A -A �o'7oo to 16"(406) fig° 16"(40fi) 10.105oV2VV ' ! O.C. Max O.C. Max 1 I oma V. W z� (wood (wood ! 1 ` G� studs) studs) , Floor Runner Figure 1 INSTRUCTIONS 1. Frame wall openings ar_; shown in figure. 1 r 2. veti cal S { �. 3ie not lerlime,U lot openings 3CA, x 36 I i914 l 4 i oi snni-tier. /",I! c -n st,E on aril st ", > , 5' o t the t re rr + t of t? i+rl7i r, °<e "st d sit n a. cjes utht 1 f^t NUTF U .s uc 10 1 it ne "v!, ,r> tt i gel tnp;�# ,c i:ur t •'Fs n� of the par,1.;_>a. A s` cele iii. nn,y be iL0fi,!ent. Refer r o -ho it t uc l,;;n,- €lvta?!a- ran [lens: Ur;A.n _. F,tir+ner Meta! Stud Framing Shown __- Floor Runner Figure 2 t Metal Stud Construction i RMB 05-10-18 j F bin i8 BA8 88 1 2035-5TK.DWG N 1 wuwaec � ®�� . NN In meld stud construction. 9- exposed steel surfaces need notbe co�omd with gypsum walh%owd. �3< "lida�� :z =o 'zoao a� �W ��=mow w 8 o�`a uWW o ogos�o[a�6o=j '� m.m < 24-(610) Z `jmW Detail �0 zwy?Uw O.C. Max. Um0 gnu 0o0<za�L' �n A -A �o'7oo to fig° m� 10.105oV2VV . �a oo INSTRUCTIONS 1. Frame wall openings ar_; shown in figure. 1 r 2. veti cal S { �. 3ie not lerlime,U lot openings 3CA, x 36 I i914 l 4 i oi snni-tier. /",I! c -n st,E on aril st ", > , 5' o t the t re rr + t of t? i+rl7i r, °<e "st d sit n a. cjes utht 1 f^t NUTF U .s uc 10 1 it ne "v!, ,r> tt i gel tnp;�# ,c i:ur t •'Fs n� of the par,1.;_>a. A s` cele iii. nn,y be iL0fi,!ent. Refer r o -ho it t uc l,;;n,- €lvta?!a- ran [lens: Ur;A.n _. F,tir+ner Meta! Stud Framing Shown __- Floor Runner Figure 2 t Metal Stud Construction i RMB 05-10-18 j F bin i8 BA8 88 1 2035-5TK.DWG N 1 wuwaec � ®�� . NN In meld stud construction. 9- exposed steel surfaces need notbe co�omd with gypsum walh%owd. �3< "lida�� Wooden Stud Construction I In wood stud construction, gypsum wailboard must cover all wood stud surfaces. 16-(406) Max. _-1 8" (203) 16" (406) Max. 8"(203) Max. ax. • ITEM DESCRIPTION 1. Wali: steel or wood stud or masonry 2. Damper 3. 1/4" (6) thick insulation (Factory Installed) 4. Fasteners - See Note #5 5. Duct/Sleeve connection 6. Mounting Angles -- See Note #6 7. Grille (By Others) Optional ilr (406) Max. 6" (152) 8" (203) Max. Max. MARKUPS 8 I DATE I BY I 155UE I 105-07-181 J5V I PER MARKUP5. 2 05-24-18 J5V PER MARKUP5. REV15ION5 ■ # I DATE I BY I 155UE ■ FIRE DAMPER DETAILS RINEHART 55 ASSOCIATES LLC 145 1 RINEHART ROAD, 5AWORD, FL 32771 o tu 0.a <z z °C D� DZ Z Z< Z 00 5Zm CD U �o jE Ulf] ,U LU O i <N Q z0 >0 0 03 Z V 0� Z O d r0 O JM� t EDJ 02-09-18 MECKED BY DATE RMB 05-10-18 _j bin i8 BA8 88 FILE NAME 2035-5TK.DWG N ,,a 1p � Ue1 � ®�� . NN 00za �3< "lida�� :z =o 'zoao a� �W ��=mow w 8 o�`a uWW o ogos�o[a�6o=j '� m.m < N>wo �u�.jNV Z `jmW m �0 zwy?Uw t- J Um0 gnu 0o0<za�L' �n �o'7oo to fig° m� 10.105oV2VV . �a oo oma V. W z� V fat co G� DRAWN BY DATE t EDJ 02-09-18 MECKED BY DATE RMB 05-10-18 5CALE JOB NUMBER 2035 FILE NAME 2035-5TK.DWG SHEET M-0.2 STPlCTURE: A r�PST SLOOP HVAC PLAN SCALE: 1 /8" = 1'-0" 4 OSA DUCT TO IV -1 W/SPRING OADED&VOL.DAMPER ;ET ® 218CFM(8TYP.) REFER TO SHEET P-1 THRU P-6 FOR CONDENSATE ROUTING REFER TO SHEET M-5 FOR OUTSIDE AIR CALCULATIONS MARKUPS BY JSV PER J5V I PER ' REV1510N5 I # I DATE I BY I I55UE HVAC FLOOR PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANF0KD, FL 32771 0w it QZ � Z Z a?_ � r N �a H z Z< 02 n U-) � z 00 m Zm CD Q J w _O � Um �U w �O i n -N zN O rp O�O z U 07 z _ °o `t" w 0 J V1 V..► tDA NTS uro `"�® Jz� kit umia rz��0a3z Ea <0�f�i�o� Lu '^ V 1 a- �w ON gw�NU2 O Ww KuNi �-zv.i WIn O.10Oo�t moo°z �UUm J ,cn��`n� a10 VOV O Z NZ2�U�V�oV �� U Om�m�o ZiZz QN Od�N H O N= Ow wz 40 O "'O g Kv�pU1=OW V I l Q) '0-laK� t ~ Q ~ w 2 N m a a G� '( M. g /, �� .......... F.j �,'•, 0 \GEN •, No.5 8 .o TAT RV N A O,�````� J DRAWN BY DATE EDJ 02-09-18 GhECKED BY DATE RMB 05-10-18 2035 FILE NAME 2035-5TR. DWG SHEET M-1 VY VJm VVVI IV BV -2 W/SPRING LOADED & VOL.DAMPER SET ® 220CFM OFFICE HVAC PLAN SCALE:1 /4" = 1'-0" 1/2" DIA. ASTM F593 GR 18-8 STAINLESS STEEL THREAED ROD WITH MATCHING NUTS AND WASHERS SECURED TO STRUCTURE ABOVE INTERNALLY INSULATED RA DUCT MTG. BRACKETS PROVIDE OVER FLOW CUT-OFF SWITCH INTERLOCK WITH COOLING CYCLE ANCHORED REFRIG. PIPING FROM CU TO AHU THRU ROOF. SEAL ALL OPENING WATER TIGHT REFRIGERANT LINES OBSERVE MFG. RECOMMENDED SIZE AND LENGTH. REFRIG.PIPE CHASE(TYP.) BOLT TO STRUCTURE 0 0 _�— ALL THREAD ROD a a RSPL() SPRING ISOLATORS IOATORS (TYP. 4) a a x a SUSPENDED AIR HANDLER = AHU-3 = (HANG AS TIGHT TO STRUCTURE AS POSSIBLE) x n a 4" DEEP HEAVY GA.GALVANIZED STEEL RUST COATED AUXILARY DRAIN PAN ON UNISTRUT CHANNEL. SUSPEND SEPARATE FROM AHU REFER TO PLANS FOR CONDENSATE SIZE CEILING HUNG AIR HANDLER DETAIL NO SCALE AC MODEL PER UNIT SCHEDULE COND. UNIT REFER TO PLANS FOR CONDENSATE SIZE COND.UNIT ON ROOF. REFER TO ROOF PLAN FOR LOCATION(TYP.) ROOF DECK COND. DRAIN LINE W/ P -TRAP CONNECT TO PAN DRAIN SUSPENSION ROD - ANCHOR TO STRUCTURE ABOVE AHU PROVIDE FILTER DRYER AND—/ INDICATOR SIGHT GLASS IN LIQUID LINE, AND INSULATED PROVIDE THERMOSTAT AS-----\ SUCTION LINE. LOCATED STOR-ALL. 0 ELEVATION OF TYPICAL SPLIT A/C SYSTEM- SCALE: N.T.S DRAWING NOTES 1. PROVIDE TURNING VANES AND SPLITTER AT ALL DUCT TEES 2. PROVIDE TURNING VANES AT ALL DUCT ELBOWS 3. PROVIDE CONTROLS & REFIGERATION ACCESSORIES FOR PIPING LONG RUNS DUCT R/A MARKUPS # I DATE I BY I !$5 I 05-07-18 1 J5V PER MARKUP5. 2 05-24-18 1 J5V FfP MWUP5. REVISIONS 155UE HVAC FLOOR PLAN RINEHART 55 ASSOCIATES LLC 145 1 RINEHART ROAD, SANFORD, FL 32771 LI r - Co N �� clL m� J �I N w� 0o ZQ LLJ LU w � Zm w o U ra U W 0-/O kL g N QryQ ZO 0,0 z �? Z O — vO O 00 M. . -BF 4 \GENS'�c >� No. 5542 .a . S TE Az n DRAWN BY I DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET M -2 m �� °p° wr U n ga Nry }3OCp� F m L <� O �� '^ �s-a�a� 0¢9z w >i°��i> F- J 0— qqpm i0 xWO��O��OCi -on O O U '2 n r O G4 vj � -'<z-tw.z< U1 �¢¢ Z� K 6 oma m� Ou�i0 Z 0 �� mi ��o gip iv Ko mi'�oRi� o_t u'SON U eft -a' �UV O� K xt-i-Od UWH¢ d CD N Z ¢ t3 ^/ W/ M. . -BF 4 \GENS'�c >� No. 5542 .a . S TE Az n DRAWN BY I DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET M -2 STRUCTURE: A SECOND FLOOR HVAC PLAN SCALE:1 /8" = 1'-0" OSA DUCT TO .L CAP W/SPRING DED&VOL.DAMPER ® 227CFM(8TYP.) MARKUPS DATE I BY 05-07-18 J5V5PE 05-24-18 J5V I REV151ON5 I # I DATE I BY I 155UE HVAC FLOOR PLAN RINEHART 55 A550CIATE5 LLC 145 1 RINEHART ROAD, 5ANFORD, FL 32771 0w Lu Q� � Z Z K w V� H � Z 02 N 8 9z 'Ifl zQQ K Oo —•1 rr^^ V! ��D Lu J () W 0 u J W :D Zm CD 3Oro Q Jd t UCC) kL N -/V W W/ p i <N Q ZO ry >O� O0 z�m z o o `0 v 8-�. Cn W � z �z WE do Ufa�s?�o Lu S a �� 2 U� ONW V neo cc- '^ ��m f— un "O zaiO�QO�Oo>[ W V VOU Q (s) ON LOioz °N�� O Q=o¢ tioF 54 � m� oo co ()Z � w �Wf I/ No. 554 .o AT F Fs N A 1. �*G.`*. / '/////►11111+\+��` �� DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE JOB NUMBER 2035 PILE NAME 2035-5TR. DWG SHEET V� .y 6 EF -7 3H STRUCTURE: A THIRD FLOOR HVAC PLAN SCALE: 1 /8" = 1'-0" OSA DUCT TO .L CAP W/SPRING DED&VOL.DAMPER ® 227CFM(8TYP.) MARKUPS # I DATE I BY I75UE I 05-07-18 1 JSV PER MARKUPS. 2 05-24-18 1 J5V I PER MARKUPS. REV15ION5 ' I # I DATE F BY—7— 155UE HVAC FLOOR PLAN RINEHART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANF0RD, FL 32771 a Zm Lu Q -j T �o �vm �,zU W �p �N Q ZO Q OQ z um Z —0 000 O v - 111111firlrii S M. 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ILL DRAWN DY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE JOB NUMBER 2035 FILE NAME 2035-5TR.DWG SHEET M-6 MAY EXTEND AS WASTE OR VENT FOR WALL CONST. REF. ARCH. DWGS. PVC CLEANOUT TEE CLEANOUT PLUG COUNTERSUNK SCREW PLUMBING SYMBOL LEGEND COLD WATER PIPE HOT WATER PIPE SANITARY WASTE - - - - - - - - - - SANITARY VENT PIPE ELBOW UP WALL CLEANOUT -FINISHED NOT TO SCALE ROOMS DETAIL REFER TO FIXTURE SCHEDULE FOR EXTERIOR CLEANOUT (ECO) 6"THICK BY 18" SQUARE CONCRETE PAD SEE PLANS willi:rs GRADE OR PAVING FINISHED FLOOR CAST IRON LONG SWEEP 1/8 BEND OR CAST IRON COMB,"Y" & _ BEND. (USE REDUCING TYPE WHERE REQUIRED) REFER TO FIXTURE SCHEDULE FOR FLOOR CLEANOUT (FCO) CAST IRON EXTENSION - SAME SIZE AS SEWER UP TO 4" DIA. BUILDING DRAIN OR DIRECTION OF SEWER MATERIAL AND FLOW SIZE AS SPECIFIED EXTERIOR CLEANOUT INTERIOR FLOOR CLEANOUT TYPICAL CLEANOUT DETAIL NOT TO SCALE PROTECTIVE ENCLOSURE s • I AIR GAP OPTIONAL a WATER METER 12" MIN. 30" MAX. INLET DRAIN SHUT OFF DIRECTION OF FLOW WILKINS MODEL 975XL REDUCED PRESSURE PRINCIPLE ASSEMBLY OUTDOOR HORIZONTAL INSTALLATION CONTRACTOR SHALL COORDINATE RPBP WITH UTILITY COMPANY BEFORE ORDERING OR INSTALLING. INSTALLA11ON SHALL BE IN ACCORDANCE TO THE CITY OF PORT ORANGE PLUMBING FIXTURE SCHEDULE WC -1 WATER CLOSET: (ADA COMPLIANT) FLOOR MOUNTED, FLUSH TANK, 1.6 GPF, ELONGATED, WHITE VITREOUS CHINA, WHITE OPEN FRONT SEAT, SUPPLY WITH STOP. AMERICAN STANDARD "CADET" MODEL 2216-143. 3422, BEMIS #1955-C OPEN FRONT WHITE SEATLESS COVER) ZURN Z8804CR SUPPLY KIT. WAX RING AND BOLTS L-1 HANDICAPPED LAVATORY: 20"x18" WALL HUNG, WALL HANGING BRACKET, WHITE VITREOUS CHINA, SINGLE LONG LEVER HANDLE CENTERSET FAUCET, FLAT GRID STRAINER, OFFSET TAILPIECE, CAST BRASS P -TRAP, SUPPLIES WITH STOPS. AMERICAN STANDARD MODEL#0321.075, ZURN#Z-1253 CONCEALED ARM SUPPORT SYSTEM, SYMMONS#S-20 SINGLE LEVER HANDLE FAUCET MCGUIRE#155-A GRID DRAIN MCGUIRE#1-1/4 #8872 P -TRAP MCGUIRE#2165CC SUPPLIES EM -1 ELECTRIC WATER HEATER: TO BE UL LISTED AND ASHRAE 90A APPROVED, R-16 FOAM INSULATED GLASS LINED HEATER W/3 YEARS WARRANTY, 20 GALLON CAPACITY, 3/4" TOP CONNECTION, 3/4" RELIEF, 3KW/ 120V/10. STATE MODEL SB6-20-31FE OR EQUAL EWC-1 ELECTRIC WATER COOLER: DUAL HEIGHT, WALL HUNG, BARRIER -FREE, STAINLESS STEEL, FRONT AND SIDE PUSH BARS, DUAL STREAM BUBBLER, 8 GPM OF 50 DEGREE WATER, 115/1/60. ELKAY MODEL EBFATL-8. HB -1 HOSE BIBB: POLISHED CAST BRASS, WALL MOUNTED, WHEEL HANDLE, VACIJUM BREAKER, 3/4" HOSE THREAD SPOUT. WOODFORD MODEL 24P-3/4. KS -1 CR1721-17"LX21"W ELKAY TYPE 304 SS SINK, SINGLE BOWL, SINGLE FAUCET OPENING, LK500HA08T4 GOOSENECK FAUCET WITH PADDLE HANDLE OR EQUAL, 3-1/2" STRAINER, 1-1/2" CAST BRASS P -TRAP, STOPS & ALL ACCESSORIES FOR A FUNCTIONAL FIXTURE. COORDINATE FINAL SELECTION WITH OWNER. MS -1 MOP SINK: 30"X30" MOLDED STONE, FLOOR MOUNTED, 3" STAINLESS STEEL DRAIN, SINGLE HANDLE WALL MOUNTED FAUCET WITH INTEGRAL STOPS, PAIL HOOK, WALL BRACE AND VACUUM BREAKER, MOP HANGER, SUPPLIES WITH STOPS, HOSE AND HOSE HANGER. FIAT MODEL MSB -2424. AAV AAV -AIR ADMITTANCE VALVE : OATEY- SHALL BE INSTALLED IN STRICT COMPLIANCE WITH FBC-P SECTION 917 AND MANUFACTURER'S RECOMMENDATIONS. INSTALL WITH VENT ACCESS DOOR CHECK VALVE WATTS NO.36A VACUUM BREAKER SHUT—OFF VALVES ASME APFROVED TEMPERATURE AND PRESSURE RELIEF VALVE. RUN FULL SIZE & DISCHARGE IN MOP SINK WATER HEATER — (SEE SCHEDULE) FLOOR MTD —TERMINATE W/TURN DOWN ELBOW ON EXTERIOR WALL— ABOVE FINISHED GRADE OR ALTERNATE WHEN MTD ON STAND— IN MOP SINK FOR FREE DISCHARGE PLUMBING SPECIFICATIONS PLUMBING SPECIFICATIONS GENERAL THE GENERAL MECHANICAL SPECIFICATIONS APPLY TO THE WORK SPECIFIED IN THIS SECTION. SCOPE OF WORK FURNISH AND INSTALL COMPLETE PLUMBING SYSTEM AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED WITHIN THESE SPECIFICATIONS. WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FABRICATION AND/OR INSTALLATION OF THE SCHEDULED PLUMBING FIXTURES AND RELATED PIPING AND SELECTIVE DEMOLITION. THE COMPLETED PLUMBING SYSTEM SHALL MEET ALL APPLICABLE CODES AND STANDARDS. WATER SUPPLY SYSTEM EXTEND WATER SERVICE AS INDICATED ON DESIGN DRAWINGS. PROVIDE SHOCK ABSORBERS AND VACUUM BREAKERS WHERE REQUIRED. PIPE AND FITTINGS ABOVE GROUND - CROSS-LINKED POLYETHYLENE PIPE (PEX) PIPE AND FITTINGS BELOW GROUND - CROSS-LINKED POLYETHYLENE (PEX) WITH POLYBUTYLENE WRAPPING. VALVES (2-1/2 INCH AND SMALLER) TWO PIECE 600 PSI WSP FULL PORT BRONZE BODY BALL VALVE WITH THREADED ENDS, LOCKABLE LEVER HANDLE AND REPLACEABLE TEFLON OR TFE SEATS CHLORINATION - BEFORE BEING PLACED IN SERVICE ALL WATER DISTRIBUTION SYSTEMS SHALL BE STERILIZED WITH CHLORINE IN ACCORDANCE WITH AWWA C-601-54 STANDARD PROCEDURE FOR DISINFECTING WATER MAINS. INSULATE COLD WATER, HOT WATER, AND HOT WATER RETURN PIPING WITH 1" ARMAFLEX RP INSULATION OR EQUAL. INSULATION TO BE FIRE RATED FOR USE IN RETURN AIR PLENUM. CONNECTIONS TO MISCELLANEOUS EQUIPMENT ROUGH -IN AND CONNECT WATER, WASTE, AND VENT TO COMPLETE THE INSTALLATION OF EQUIPMENT LISTED ON THE DRAWINGS. PLUMBING FIXTURES SHALL BE PROVIDED COMPLETE AS SHOWN ON THE DRAWINGS WITH ALL REQUIRED SUPPLY, WASTE, SOIL, AND VENT CONNECTIONS, TOGETHER WITH ALL FITTINGS, SUPPORTS, FASTENING DEVICES, COCKS, VALVES, AND TRAPS. ALL FIXTURES SHALL HAVE STOP VALVES ON ALL WATER CONNECTIONS. ALL EXPOSED METAL TRIM ON ALL FIXTURES SHALL BE POLISHED CHROMIUM PLATED. ALL EXPOSED PIPES EXTENDING FROM WALL SHALL HAVE CHROMIUM PLATED BRASS ESCUTCHEON MOUNTED AGAINST WALL. EXPOSED PVC PIPING AND P -TRAPS ARE UNACCEPTABLE. THE PLUMBING FIXTURES SHALL BE ROUGHED -IN ACCORDANCE WITH MANUFACTURER'S "ROUGH -IN INFORMATION". PROVISIONS FOR MOUNTING WALL FIXTURES SHALL BE MADE WHILE THE WALL IS BEING BUILT. DRAINAGE SYSTEM EXTEND PIPING AS INDICATED ON THE DRAWINGS. PIPE SLOPE: 2-1/2 INCH DIAMETER AND LESS SHALL BE INSTALLED WITH A FALL OF NOT LESS THAN 1/4 INCH PER FOOT. 3 INCH DIAMETER OR LARGER SHALL BE INSTALLED WITH A FALL NOT LESS THAN 1/8 INCH PER FOOT. PIPE AND FITTINGS: 1. SCHEDULE 40 PVC 2. DRAIN, WASTE AND VENT PIPING LOCATED IN FIRE RATED WALL ASSEMBLIES AND RETURN AIR PLENUMS SHALL BE SERVICE -WEIGHT CAST IRON WITH SPIGOT FITTINGS. PROVIDE CLEANOUTS EVERY 75 FEET, AT CHANGES IN DIRECTION, AND AT BASE OF SOIL AND WASTE STACKS. SHOCK ARRESTOR: SIOUX CHIEF WALL CLEANOUT: ZURN, JONESPEC, JOSAM OR EQUAL. FLOOR CLEANOUT: ZURN, JONESPEC, JOSAM OR EQUAL. STUDOR VENTS-OATEY OT EQUAL ESCUTCHEONS AT WALL THERMOSTATIC MIXING VALVE W/THERMOMETER—SET 0 110 MIXING VALVE MODEL LEONARD # TM -554-15 6 GALLON THERMAL EXPANSION TANK - THERMOMETER — DIELECTRIC UNIONS DRAIN VALVE WITH HOSE CONNECTION WATER HEATER DIAGRAM PLUMBING GENERAL NOTES 1. ALL PLUMBING INSTALLATIONS AND MATERIALS SHALL CONFORM TO FBCB (5TH EDITION), FBCP (5TH EDITION) AND FBCEC (5TH EDITION) 2. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, PIPING AND BUILDING STRUCTURE. 3. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING AND ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES. 4. SEE STRUCTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 5. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON - ACCESSIBLE CEILINGS, REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPE. 6. PROVIDE GALVANIZED SHEET METAL SADDLE BETWEEN PIPE HANGERS AND INSULATION. 7. PROVIDE GALVANIZED CLEVIS HANGERS WITH GALVANIZED RODS FOR ALL SANITARY, CONDENSATE AND VENT PIPING ABOVE GROUND. 8. PROVIDE GALVANIZED TRAPEZE HANGERS OR COPPER PLATED CLEVIS HANGERS WITH GALVANIZED THREADED RODS TO SUPPORT ALL COOPER WATER PIPES ABOVE GRADE. 9. ISOLATE COPPER PIPES FROM DIRECT CONTACT WITH CEMENT OR BLOCKS BY THE USE OF 30 LB. ROOFING FELT. 10. ALL DIMENSIONS AND ACTUAL CONSTRUCTION CONDITIONS MUST BE VERIFIED AT THE JOB SITE. 11. FIRE STOP ALL PENETRATIONS THRU RATED WALLS, CEILINGS, ETC., INCLUDING ROOF, FLASH AND COUNTERFLASH ROOF PENETRATIONS. ALL PENETRATIONS IN FIRE RATED ASSEMBLIES SHALL BE PROTECTED IN ACCORDANCE TO SECTION 714 OF FBCB 12. ALL VENTS SHALL CLEAR FRESH AIR INTAKES OR OPENINGS BY A MINIMUM OF 10'-0" OF HORIZONTAL DISTANCE OR 3'-0" OF VERTICAL HEIGHT. 13. SOIL AND WASTE PIPING SHALL BE SLOPED AT NO LESS THAN 1/8" PER FOOT UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR IMPOSSIBLE DUE TO FIELD CONDITIONS. 14. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 15. ALL COLD WATER, HOT WATER, AND HOT WATER RETURN PIPING SHALL BE INSULATED WITH PLENUM RATED INSULATION. 16. DURING THE PROGRESS OF WORK THE PLUMBING CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE TO THE PLUMBING SYSTEM. THE RECORD AS -BUILT DRAWINGS SHALL SHOW, CHANGES, DIMENSIONS, LOCATIONS OF ALL BURIED WASTE, VENT AND WATER PIPING. CHANGES SHALL BE DONE IN AUTOCAD FILES RELEASE 13 OR LATER AND SUBMITTED TO THE ENGINEER AT FINAL COMPLETION. 17. REFER TO PLUMBING SPECIFICATIONS ON THIS SHEET. 18. ALL WORK SHALL BE COORDINATED WITH ALL OTHER DISCIPLINES, OWNER, AND LANDLORD. 1/2" DIA. ASTM F593 GR 18-8 STAINLESS STEEL THREAED ROD WITH MATCHING NUTS AND WASHERS SECURED TO STRUCTURE ABOVE iOWN " X 1/8" WELDED FRAME 3/4" PAN DRAIN CONCEALED IN WALL TO MOP SINK TYPICAL WATER HEATER STAND DETAIL NOT TO SCALE MARKUPS # I DATE I BY I ISSUE I 105-07-181 J5V I PER MARKUPS. 2 105-24-181 J5V I PER MARKUPS. P,EV1510N5 DATE PLUMBING NOTES & DETAILS RINEHART 55 A550CIATE5 LLC 1451 RINEHART ROAD, SANFORD, FL 32771 u 0 i2i mcl Lu N�� c 7 lu z�0 J w IL imI_ co 3F, Q J1 UV jj Um �L U w cO > �N Q Zo 0 2Q z U 0? Z -S oQ v - PIPE ELBOW DOWN POLISHED S.S. !F,,� 2035-STR.DWG SHUT-OFF VALVE -1/4 TURN BALL VALVE ACCESS COVER H— y� �a�2 �N xa .a • ,A > w UNION ° s" ILo 6F HOSE BIBB •.. WASTE LINE FD FLOOR DRAIN LENGTH TO SUIT �- �OmM F_C-O FLOOR CLEANOUT 1/8" BEND AND END J WCO OF LINE CLEANOUT k� WALL CLEAN OUT Z Qi ECO EXTERIOR CLEANOUT WASTE LIN E (0 VTW VENT-THRU-WALL FLOW CD C.0 PVC CLEAN OUT AAV AIR ADMITTANCE VALVE WALL CLEANOUT -FINISHED NOT TO SCALE ROOMS DETAIL REFER TO FIXTURE SCHEDULE FOR EXTERIOR CLEANOUT (ECO) 6"THICK BY 18" SQUARE CONCRETE PAD SEE PLANS willi:rs GRADE OR PAVING FINISHED FLOOR CAST IRON LONG SWEEP 1/8 BEND OR CAST IRON COMB,"Y" & _ BEND. (USE REDUCING TYPE WHERE REQUIRED) REFER TO FIXTURE SCHEDULE FOR FLOOR CLEANOUT (FCO) CAST IRON EXTENSION - SAME SIZE AS SEWER UP TO 4" DIA. BUILDING DRAIN OR DIRECTION OF SEWER MATERIAL AND FLOW SIZE AS SPECIFIED EXTERIOR CLEANOUT INTERIOR FLOOR CLEANOUT TYPICAL CLEANOUT DETAIL NOT TO SCALE PROTECTIVE ENCLOSURE s • I AIR GAP OPTIONAL a WATER METER 12" MIN. 30" MAX. INLET DRAIN SHUT OFF DIRECTION OF FLOW WILKINS MODEL 975XL REDUCED PRESSURE PRINCIPLE ASSEMBLY OUTDOOR HORIZONTAL INSTALLATION CONTRACTOR SHALL COORDINATE RPBP WITH UTILITY COMPANY BEFORE ORDERING OR INSTALLING. INSTALLA11ON SHALL BE IN ACCORDANCE TO THE CITY OF PORT ORANGE PLUMBING FIXTURE SCHEDULE WC -1 WATER CLOSET: (ADA COMPLIANT) FLOOR MOUNTED, FLUSH TANK, 1.6 GPF, ELONGATED, WHITE VITREOUS CHINA, WHITE OPEN FRONT SEAT, SUPPLY WITH STOP. AMERICAN STANDARD "CADET" MODEL 2216-143. 3422, BEMIS #1955-C OPEN FRONT WHITE SEATLESS COVER) ZURN Z8804CR SUPPLY KIT. WAX RING AND BOLTS L-1 HANDICAPPED LAVATORY: 20"x18" WALL HUNG, WALL HANGING BRACKET, WHITE VITREOUS CHINA, SINGLE LONG LEVER HANDLE CENTERSET FAUCET, FLAT GRID STRAINER, OFFSET TAILPIECE, CAST BRASS P -TRAP, SUPPLIES WITH STOPS. AMERICAN STANDARD MODEL#0321.075, ZURN#Z-1253 CONCEALED ARM SUPPORT SYSTEM, SYMMONS#S-20 SINGLE LEVER HANDLE FAUCET MCGUIRE#155-A GRID DRAIN MCGUIRE#1-1/4 #8872 P -TRAP MCGUIRE#2165CC SUPPLIES EM -1 ELECTRIC WATER HEATER: TO BE UL LISTED AND ASHRAE 90A APPROVED, R-16 FOAM INSULATED GLASS LINED HEATER W/3 YEARS WARRANTY, 20 GALLON CAPACITY, 3/4" TOP CONNECTION, 3/4" RELIEF, 3KW/ 120V/10. STATE MODEL SB6-20-31FE OR EQUAL EWC-1 ELECTRIC WATER COOLER: DUAL HEIGHT, WALL HUNG, BARRIER -FREE, STAINLESS STEEL, FRONT AND SIDE PUSH BARS, DUAL STREAM BUBBLER, 8 GPM OF 50 DEGREE WATER, 115/1/60. ELKAY MODEL EBFATL-8. HB -1 HOSE BIBB: POLISHED CAST BRASS, WALL MOUNTED, WHEEL HANDLE, VACIJUM BREAKER, 3/4" HOSE THREAD SPOUT. WOODFORD MODEL 24P-3/4. KS -1 CR1721-17"LX21"W ELKAY TYPE 304 SS SINK, SINGLE BOWL, SINGLE FAUCET OPENING, LK500HA08T4 GOOSENECK FAUCET WITH PADDLE HANDLE OR EQUAL, 3-1/2" STRAINER, 1-1/2" CAST BRASS P -TRAP, STOPS & ALL ACCESSORIES FOR A FUNCTIONAL FIXTURE. COORDINATE FINAL SELECTION WITH OWNER. MS -1 MOP SINK: 30"X30" MOLDED STONE, FLOOR MOUNTED, 3" STAINLESS STEEL DRAIN, SINGLE HANDLE WALL MOUNTED FAUCET WITH INTEGRAL STOPS, PAIL HOOK, WALL BRACE AND VACUUM BREAKER, MOP HANGER, SUPPLIES WITH STOPS, HOSE AND HOSE HANGER. FIAT MODEL MSB -2424. AAV AAV -AIR ADMITTANCE VALVE : OATEY- SHALL BE INSTALLED IN STRICT COMPLIANCE WITH FBC-P SECTION 917 AND MANUFACTURER'S RECOMMENDATIONS. INSTALL WITH VENT ACCESS DOOR CHECK VALVE WATTS NO.36A VACUUM BREAKER SHUT—OFF VALVES ASME APFROVED TEMPERATURE AND PRESSURE RELIEF VALVE. RUN FULL SIZE & DISCHARGE IN MOP SINK WATER HEATER — (SEE SCHEDULE) FLOOR MTD —TERMINATE W/TURN DOWN ELBOW ON EXTERIOR WALL— ABOVE FINISHED GRADE OR ALTERNATE WHEN MTD ON STAND— IN MOP SINK FOR FREE DISCHARGE PLUMBING SPECIFICATIONS PLUMBING SPECIFICATIONS GENERAL THE GENERAL MECHANICAL SPECIFICATIONS APPLY TO THE WORK SPECIFIED IN THIS SECTION. SCOPE OF WORK FURNISH AND INSTALL COMPLETE PLUMBING SYSTEM AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED WITHIN THESE SPECIFICATIONS. WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FABRICATION AND/OR INSTALLATION OF THE SCHEDULED PLUMBING FIXTURES AND RELATED PIPING AND SELECTIVE DEMOLITION. THE COMPLETED PLUMBING SYSTEM SHALL MEET ALL APPLICABLE CODES AND STANDARDS. WATER SUPPLY SYSTEM EXTEND WATER SERVICE AS INDICATED ON DESIGN DRAWINGS. PROVIDE SHOCK ABSORBERS AND VACUUM BREAKERS WHERE REQUIRED. PIPE AND FITTINGS ABOVE GROUND - CROSS-LINKED POLYETHYLENE PIPE (PEX) PIPE AND FITTINGS BELOW GROUND - CROSS-LINKED POLYETHYLENE (PEX) WITH POLYBUTYLENE WRAPPING. VALVES (2-1/2 INCH AND SMALLER) TWO PIECE 600 PSI WSP FULL PORT BRONZE BODY BALL VALVE WITH THREADED ENDS, LOCKABLE LEVER HANDLE AND REPLACEABLE TEFLON OR TFE SEATS CHLORINATION - BEFORE BEING PLACED IN SERVICE ALL WATER DISTRIBUTION SYSTEMS SHALL BE STERILIZED WITH CHLORINE IN ACCORDANCE WITH AWWA C-601-54 STANDARD PROCEDURE FOR DISINFECTING WATER MAINS. INSULATE COLD WATER, HOT WATER, AND HOT WATER RETURN PIPING WITH 1" ARMAFLEX RP INSULATION OR EQUAL. INSULATION TO BE FIRE RATED FOR USE IN RETURN AIR PLENUM. CONNECTIONS TO MISCELLANEOUS EQUIPMENT ROUGH -IN AND CONNECT WATER, WASTE, AND VENT TO COMPLETE THE INSTALLATION OF EQUIPMENT LISTED ON THE DRAWINGS. PLUMBING FIXTURES SHALL BE PROVIDED COMPLETE AS SHOWN ON THE DRAWINGS WITH ALL REQUIRED SUPPLY, WASTE, SOIL, AND VENT CONNECTIONS, TOGETHER WITH ALL FITTINGS, SUPPORTS, FASTENING DEVICES, COCKS, VALVES, AND TRAPS. ALL FIXTURES SHALL HAVE STOP VALVES ON ALL WATER CONNECTIONS. ALL EXPOSED METAL TRIM ON ALL FIXTURES SHALL BE POLISHED CHROMIUM PLATED. ALL EXPOSED PIPES EXTENDING FROM WALL SHALL HAVE CHROMIUM PLATED BRASS ESCUTCHEON MOUNTED AGAINST WALL. EXPOSED PVC PIPING AND P -TRAPS ARE UNACCEPTABLE. THE PLUMBING FIXTURES SHALL BE ROUGHED -IN ACCORDANCE WITH MANUFACTURER'S "ROUGH -IN INFORMATION". PROVISIONS FOR MOUNTING WALL FIXTURES SHALL BE MADE WHILE THE WALL IS BEING BUILT. DRAINAGE SYSTEM EXTEND PIPING AS INDICATED ON THE DRAWINGS. PIPE SLOPE: 2-1/2 INCH DIAMETER AND LESS SHALL BE INSTALLED WITH A FALL OF NOT LESS THAN 1/4 INCH PER FOOT. 3 INCH DIAMETER OR LARGER SHALL BE INSTALLED WITH A FALL NOT LESS THAN 1/8 INCH PER FOOT. PIPE AND FITTINGS: 1. SCHEDULE 40 PVC 2. DRAIN, WASTE AND VENT PIPING LOCATED IN FIRE RATED WALL ASSEMBLIES AND RETURN AIR PLENUMS SHALL BE SERVICE -WEIGHT CAST IRON WITH SPIGOT FITTINGS. PROVIDE CLEANOUTS EVERY 75 FEET, AT CHANGES IN DIRECTION, AND AT BASE OF SOIL AND WASTE STACKS. SHOCK ARRESTOR: SIOUX CHIEF WALL CLEANOUT: ZURN, JONESPEC, JOSAM OR EQUAL. FLOOR CLEANOUT: ZURN, JONESPEC, JOSAM OR EQUAL. STUDOR VENTS-OATEY OT EQUAL ESCUTCHEONS AT WALL THERMOSTATIC MIXING VALVE W/THERMOMETER—SET 0 110 MIXING VALVE MODEL LEONARD # TM -554-15 6 GALLON THERMAL EXPANSION TANK - THERMOMETER — DIELECTRIC UNIONS DRAIN VALVE WITH HOSE CONNECTION WATER HEATER DIAGRAM PLUMBING GENERAL NOTES 1. ALL PLUMBING INSTALLATIONS AND MATERIALS SHALL CONFORM TO FBCB (5TH EDITION), FBCP (5TH EDITION) AND FBCEC (5TH EDITION) 2. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, PIPING AND BUILDING STRUCTURE. 3. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING AND ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES. 4. SEE STRUCTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 5. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON - ACCESSIBLE CEILINGS, REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPE. 6. PROVIDE GALVANIZED SHEET METAL SADDLE BETWEEN PIPE HANGERS AND INSULATION. 7. PROVIDE GALVANIZED CLEVIS HANGERS WITH GALVANIZED RODS FOR ALL SANITARY, CONDENSATE AND VENT PIPING ABOVE GROUND. 8. PROVIDE GALVANIZED TRAPEZE HANGERS OR COPPER PLATED CLEVIS HANGERS WITH GALVANIZED THREADED RODS TO SUPPORT ALL COOPER WATER PIPES ABOVE GRADE. 9. ISOLATE COPPER PIPES FROM DIRECT CONTACT WITH CEMENT OR BLOCKS BY THE USE OF 30 LB. ROOFING FELT. 10. ALL DIMENSIONS AND ACTUAL CONSTRUCTION CONDITIONS MUST BE VERIFIED AT THE JOB SITE. 11. FIRE STOP ALL PENETRATIONS THRU RATED WALLS, CEILINGS, ETC., INCLUDING ROOF, FLASH AND COUNTERFLASH ROOF PENETRATIONS. ALL PENETRATIONS IN FIRE RATED ASSEMBLIES SHALL BE PROTECTED IN ACCORDANCE TO SECTION 714 OF FBCB 12. ALL VENTS SHALL CLEAR FRESH AIR INTAKES OR OPENINGS BY A MINIMUM OF 10'-0" OF HORIZONTAL DISTANCE OR 3'-0" OF VERTICAL HEIGHT. 13. SOIL AND WASTE PIPING SHALL BE SLOPED AT NO LESS THAN 1/8" PER FOOT UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR IMPOSSIBLE DUE TO FIELD CONDITIONS. 14. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 15. ALL COLD WATER, HOT WATER, AND HOT WATER RETURN PIPING SHALL BE INSULATED WITH PLENUM RATED INSULATION. 16. DURING THE PROGRESS OF WORK THE PLUMBING CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE TO THE PLUMBING SYSTEM. THE RECORD AS -BUILT DRAWINGS SHALL SHOW, CHANGES, DIMENSIONS, LOCATIONS OF ALL BURIED WASTE, VENT AND WATER PIPING. CHANGES SHALL BE DONE IN AUTOCAD FILES RELEASE 13 OR LATER AND SUBMITTED TO THE ENGINEER AT FINAL COMPLETION. 17. REFER TO PLUMBING SPECIFICATIONS ON THIS SHEET. 18. ALL WORK SHALL BE COORDINATED WITH ALL OTHER DISCIPLINES, OWNER, AND LANDLORD. 1/2" DIA. ASTM F593 GR 18-8 STAINLESS STEEL THREAED ROD WITH MATCHING NUTS AND WASHERS SECURED TO STRUCTURE ABOVE iOWN " X 1/8" WELDED FRAME 3/4" PAN DRAIN CONCEALED IN WALL TO MOP SINK TYPICAL WATER HEATER STAND DETAIL NOT TO SCALE MARKUPS # I DATE I BY I ISSUE I 105-07-181 J5V I PER MARKUPS. 2 105-24-181 J5V I PER MARKUPS. P,EV1510N5 DATE PLUMBING NOTES & DETAILS RINEHART 55 A550CIATE5 LLC 1451 RINEHART ROAD, SANFORD, FL 32771 u 0 i2i mcl Lu N�� c 7 lu z�0 J w IL imI_ co 3F, Q J1 UV jj Um �L U w cO > �N Q Zo 0 2Q z U 0? Z -S oQ v - M. g No. 55428 .o''•. ST E off. O P.•��, DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE 2035 FILE NAME 2035-STR.DWG N� Lu U V na H— y� �a�2 �N xa S AUFO � > w �S� ; � c� s" ILo 6F t=Oi <�O oZ�-i{zuNyyiu 9 oN �Fza S Z �m �OmM .yob 5�V> gC� w J fru '^urn. k� Qa�j�N u�qa��° o $pn Z Qi egt-g oo :jR o�[ppa�gZSs`"o (0 CD cv M. g No. 55428 .o''•. ST E off. O P.•��, DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE 2035 FILE NAME 2035-STR.DWG SHEET P-0 4 CONNECT NEW 2" PVC COND.LINE INTO STORMS.REFER TO CIVIL UTILITY PLAN FOR CONT. CONNECT NEW 2" PVC COND.LINE INTO STORMS.REFER TO CIVIL UTILITY PLAN FOR CONT. STRUCTURE: A FIRST FLOOR CONDENSATE PLAN SCALE: 1 /8" = 1'-0" LI MARKUPS DATE BY 155UE )5-07-18 J5V PER MARKUP5. )5-24-18 J5V PER MARKUP5. REVISIONS ' CONDENSATE FLOOR PLAN RINEHART 55 A550CIATE5 LLC 145 1 RINEHART ROAD, 5ANFORD, FL 32771 o� 0 az ?2 u� o� �z z SD NN �z z 0 v - U 8g U m g`c�� ®�� iN �� xN W �`=V 55 LLa asS�z�a3o z Qp �g onWu�V U Dov 0�1, R�O� Z �m n=m mm dp zOp O�W 81 O mZj� 90 U .00 p5,SL [NY1Np Lu �W gM' 8Fq p�. 0 ENS ". No. 5542 .o S TE F 0 AZ A LEN DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 5CALE JOB NUMBER 2035 FILE NAME 2035-5TR.DWG 5HEET P-2 L��J !! D I r I! ! I! ! H I CONNECT 1 -IN C COND. LINE FROM AHU TO ISER AS REQUIRED(8TYP. 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PIPING TO AHU-10 STRUCTURAL: A SECOND_ _FLOOR CONDENSATE PLAN SCALE:1 /8" = 1'-0" ui X1rl- -0 c Lu lu � o� z Q U.. u J w 5 Z co m3� Q J� Um �U W �O i CL( N O 0 �� z U� Z —O 0 O �0: \,\CENq No. 5 .o TA 0 �,•. P .• mak, . ell DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 2035 FILE NAME 2035-5TR.DWG 5HEET P-3 lu U M V NN >>rFrF p�g�/]O2pZ LU U � z 3 0 X06 d m rmm O z"zo€ u.5 ULLJ �0: \,\CENq No. 5 .o TA 0 �,•. P .• mak, . ell DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 2035 FILE NAME 2035-5TR.DWG 5HEET P-3 STAIR 1 jP L4 i v 3 i I I CNN T1"I U LINE FROM AHU TO AS REQUIRED(8TYP. €�3 t s i 3 1 !I €� 1 t { k 1_ 1j"P INSUL.RISER _" -; ._D RLL ELOQR ! ACCESSIBLE FROM MECH ROOM REFRIG. PIPING r/1 A LI I I 17 :- RLrnw. nnivv TO AHU-10 STRUCTURAL: A THIRD FLOOR CONDENSATE PLAN SCALE: 1 /8" = 1'-0" STAIR 2 11PING 14 I 3f MARKUPS # DATE BY ISSUE 1 05-07-f8 J5V PER MARKUPS. 2 05-24-18 J5V PER MARKUPS. KEV1510N5 I CONDENSATE I FLOOR PLAN RINEIIART 55 ASSOCIATES LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 Mu i rl- W J t M� QW Z ^/ O r Qo/ im W LU �zm �o jj Um ,U W IV r-, N Q >� 0 O� z U a? --0o O 00 maw M. ' No. 55 .o AT OF 4 DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE JOB NUMBER 2035 FILE NAME 2035-5TR.DWG 5HEET P-4 W aN Y3 2 lgpW =OOz=a O LLJAz z �m� d0 K m mN, imp=o��g Z g`k ovOg�$a,—� 0 V�i� �W � p �°� 12.3 9 t,4$ $aa U NO=�� mp (� K9 oaf QQ W =� M. ' No. 55 .o AT OF 4 DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 SCALE JOB NUMBER 2035 FILE NAME 2035-5TR.DWG 5HEET P-4 AH -1 3RD FLOOR 1w J 1ST FLOOR X" "—T n 7 AHU-1 1 4 I 1Yw CONDENSATE RISER -1 NO SCALE AEU -22 3RD FLOOR I AHU-14 ?ND FLOOR I 1Y" I I 1Yw CONDENSATE RISER -5 NO SCALE AHU-19 3RD FLOOR I I AHU_11 2ND FLOOR I I 1Yn 1ST FLOOR AHU-8 AHU-9 I 2" JJ CONDENSATE RISER -2 NO SCALE AHU-23 3RD FLOOR I AHU-15 2ND FLOOR I 1Y" r -3 1ST FLOOR �,yn ,n J CONDENSATE RISER -6 NO SCALE AHU-20 3RD FLOOR I 1„ AHU-12 2ND FLOOR I I 1Yn J 1vn J4 1ST FLOOR AHU-7 1n 2� J CONDENSATE RISER -3 NO SCALE AHU-24 3RD FLOOR I I AHU-16 2ND FLOOR ( I 1Yon I I AHU-4 1ST FLOOR I 1Yn 4 1Y" 4 CONDENSATE RISER -7 NO SCALE AHU-21 3RD FLOOR I 1n I I ' Ii AHU-13 _.._.__2ND FLOOR......._.._. _. I I 1Y4" I J 1ST FLOOR AHU-6 1n 2" -1 CONDENSATE RISER -4 NO SCALE AHU-25 3RD FLOOR .... ._............... _... ............. . . AHU-17 2ND FLOOR AHU-5 F 2n CONDENSATE RISER -8 14. N0 SCALE MARKUPS KEV151ON5 I CONDENSATE RISER DIAGRAM RINEHART 55 A550CIATE5 LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 0 UJ �U :E Um "L U W '0 - No Q Zo 0 o� O "� ZU , PANKOW • v - Jo W`$^ of m pig" �p �� w p� a� � astp U J N6 g nor g,6 C k zo p zg'S "� ryj�° O UO �iOp N.. E�� p eT 1��p N1�u p•Gl U�FFOo 7 d U -j z9 lJL Qlu� M. Q ��. %GENS 1 No. 5542 =_ 7t -o ' S E 4 Fs . rN N A L DRAWN BY DATE EDJ 02-09-18 CHECKED BY DATE RMB 05-10-18 FILE NAME 2035-5TR.DWG 5HEET P-5 AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE MU AIR HANDLING UNIT CH CHILLER CU CONDENSING UNIT EC EMPTY CONDUIT EF EXHAUST FAN ENC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER G GROUND GFCI GROUND FAULT INTERRUPTER GND GROUND T TWISTED LOCK RECEPTACLE TV TELEVISION TYP TYPICAL MH MANHOLE NL NIGHT LIGHT (UNSWITCHED) PB PULLBOX PABS HALF ARROW HEAD INDICATE CIRCUIT BREAK. WP WEATHERPROOF (NEMA -3R) WPL WEATHERPROOF LOCKING WPG WEATHERPROOF GFCI. XP EXPLOSION PROOF System No. W -L-1001 XHIEZ.W-L-1001 Through -penetration Firestop Systems pave atittem Design/System/Construction/Assembly Usage Disclaimer s Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction, • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered In the field. w When field Issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category, and each group of assemblies. The Guide Information Includes specifics concerning alternate materials and alternate methods of construction. s Only products which bear UL's Mark are considered Certified. XMEZ - Through -penetration Firestop Systems See General Information for Through -penetration Firestop Systems System No. w -L-1001 June IS, 2005 F;Ratings :— 1, 2, 3 and 4 Eur (See Stools 2 incl 3) T Ratings — 0, 1, X 3, and 4 lir (See Item 3) L Rating At Ambient s than 1 CFM/sq ft L Rati€tb At 400 F —less than 1 CFM/sa ft SECTION A -A i or 4 hr fire -rated sum wallboard/stud it 1. Wail Assembly —The , 2, 3gyp d/stud wa assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall Include the following construction features: A. Studs — Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by 102 min) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 In. (35 mm) deep channels spaced max 24 in. (610 mm) OC. & 4lypsum eoard• — Nom 1/2 or 5/8 in- (13 or 16 mm) thick, 4 ft. (122 cm) wade with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 In. (660 mm). 2. Through -Penetrant — One metallic pipe, conduit or tubing Installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in / (0 mm). (point contact) to max 2 in. (51 mm) Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe'— Nam 24 in. (610 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. IronPilp• -- Nom 24 in. (610 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 In (.305 mm) diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe. C. Conduit — Nom 6 in. (152 mm) diam (or smaller) steel conduit or nom 4 in (102 mm) diam (or smaller) steel electrical metallic tubing D. Copper Tubing — Nom 6 In. (152 min) diam for smaller) Type L (or heavier) copper tubing E. Capper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. F. Through P•ns rothV Product* -- Flexible Metal Piping The following types of steel flexible metal gas piping may be used: 1. Nom 2 ill. (51 tom) diarn (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. One" F111" INC 2. Norte 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. GASTITE, DIM OF'TITEFLFX ELECTRICAL SYMBOL SCHEDULE ® TRANSFORMER AUTOMATIC TRANSFER SWITCH. MOTOR CONNECTION, AS NOTED ® MAGNETIC MOTOR STARTER OR CONTACTOR, AS NOTED. �+ DISCONNECT SWITCH INSTALLED ON WALL 4'-0" AFF, _ SURFACE MOUNTED PANELBOARD 120/208 BRANCH CIRCUIT. (OR ON SIDE OF EQUIPMENT WHERE SHOWN AS SUCH) = FLUSH MOUNTED PANELBOARD 120/208 BRANCH CIRCUIT. ® SURFACE MOUNTED PANEL.BOARD 277/480 BRANCH CIRCUIT. F;773. FLUSH MOUNTED PANELBOARD 277/480- BRANCH CIRCUIT. NOTE FOR LIGHTS, UPPER CASE LETTER INDICATES FIXTURE TYPE, SUBSCRIPT LETTER LEITER INDICATES SWITCH CONTROL SHADED FIXTURE INDICATES WITH EMERGENCY BATTERY PACK, CONNECTED AHEAD OF ANY SWITCHING. 4 MH LIGHTING FIXTGURES. SEE LIGHTING FIXTURE SCHEDULE.: WALL MOUNT EMERGENCY LIGHT, BATTERY UNIT. ® CEILING MOUNT EXIT LIGHT. ARROW INDICATES DIRECTION OF EGRESS. WALL MOUNT EXIT LIGHT. ARROW INDICATES DIRECTION OF EGRESS. 3 SINGLE POLE SWITCH, SUBSCRIPT LETTER INDICATES FIXTURE CONTROL (3=3 -WAY, 4=4WAY, D=DOOR SWITCH) MOUNT 48' AFF. TELEPHONE WALL OUTLET MOUNTED 20" A.F.F. UNLESS NOTED OTHERWISE, WITH 1 "EC TO `fTB' (W= WALL PHONE 0 48' AFF, F= FAX MACHINE) P TELEPHONE / DATA OUTLET W/1 "C. TO CEILING SPACE AND 2 CAT. 5e CABLES TO COMMUNICATION CABINET. SEE DETAIL ® PHOTOCELL INSTALLED ON CONDUIT PEDESTAL ABOVE ROOF AND CONNECTED TO CONTROL ALL EQUIPMENT PLUS GROUND REQUIRED (UNLESS OTHERWISE NOTED) FACP FIRE ALARM CONTROL PANEL. 0 ® SMOKE DETECTOR (D HEAT DETECTOR EC - n- ELEVATOR CAB SIGNAL DEVICE CONNECTION MR•❑F • ELEVATOR MAIN FLOOR RECALL RELAY 3. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MPG L L C 3. Fill, Void or Cavity Materlatl* — Caulk or sealant — Min 5/8. , 1-1/4,1-2/8 and 2-1/2 in. (16, 32, 48 ant €4 mm) thickness of caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both ,urfaccs of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on hoth sides of wall. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly ire which it is Installed, as shown in the following table. The hourly T Rating of the firestop system is dependent upon the type or size o f the pipe or conduit and thehourly fare rat m o f the wall assembtin w ha +t as installed as tabulated CIRCUIT ROUTED ABOVE GROUND � M MOTOR HORSEPOWER RATED TOGGLE SWITCH BY DIVISION 15. — - — CIRCUIT ROUTED UNDERGROUND OR IN SLAB 1 (25) CONNECTION TO FOI.IIPMFNT. 0+, 1 or 2 RIGID CONDUIT 3 or 4 3 or 4 �------ FLEXIBLE CONDUIT 0 WALL MOUNTED JUNCTION BOX 3 or 4 1 or 2 HOMERUNS TO PANELBOARD AND CIRCUIT NUMBER DESIGNATION. QJ CEILING MOUNTED JUNCTION BOX A-13,5 CONCEALED BRANCH CIRCUIT WIRING, HASH MARKS INDICATE NUMBER ------- --- — OF CONDUCTORS (GROUND CONDUCTOR NOT SHOWN) TWO CONDUCTORS � FLOOR MOUNTED JUNCTION BOX 5 CONDUIT RUN CONCEALED IN CEILING OR PARTION N g� AE (1/2' C-2 #12, 1 #12 GND MINIMUM) TAMLITE COUNG MOUINT 125V, 2P, 3W, NEMA 5-20R DUPLEX 32W TUBE HALF ARROW HEAD INDICATE CIRCUIT BREAK. BA IERY BACKUP. RECEPTACLE INSTALLED C` i WALL f-5" AFF. C COMPUTER EQUIPMENT BRANCH CIRCUIT CONCEALED. PROVIDE WALL MOUNT 125V, 2P, 3W, NEMA 5-20R DUPLEX RECEPTACLE INDIVIDUAL NEUTRAL CONDUCTOR FOR EACH CIRCUIT. LED INSTALLED ON WALL 1'-5" AFF. 1'X4' LED STRIP WITH WIRE GUARD MINIMUM SIZE OF CONDUCTOR SHALL BE #10 AWG THWN. 120 32W TUBE E CAP OR BUSHING SLWLEDT4-18D1 L850 WALL MOUNT TWO 125V, 2P, 3W, NEMA 5-20R DUPLEX RECEPTACLES 5000K RECEPTACLE INSTALLED ON WALL 1'-5" AFF. �— CONTINUATION MARK CE SA MEAS TYPE "C" EQUIPPED WITHN 90 MIN TAMLITE GROUNDING ELECTRODE AND CONDUCTOR 32W TUBE WALL OUTLET BOX 20AMP DUPLEX RECEPTACLE MOUNTED BATTERY BACKUP. SLWLEDT4-18D1 L850 ABOVE COUNTER. COORDINATE WITH ARCHITECTURAL PLANS. TELEPHONE WALL OUTLET MOUNTED 20" A.F.F. UNLESS NOTED OTHERWISE, WITH 1 "EC TO `fTB' (W= WALL PHONE 0 48' AFF, F= FAX MACHINE) P TELEPHONE / DATA OUTLET W/1 "C. TO CEILING SPACE AND 2 CAT. 5e CABLES TO COMMUNICATION CABINET. SEE DETAIL ® PHOTOCELL INSTALLED ON CONDUIT PEDESTAL ABOVE ROOF AND CONNECTED TO CONTROL ALL EQUIPMENT PLUS GROUND REQUIRED (UNLESS OTHERWISE NOTED) FACP FIRE ALARM CONTROL PANEL. 0 ® SMOKE DETECTOR (D HEAT DETECTOR EC - n- ELEVATOR CAB SIGNAL DEVICE CONNECTION MR•❑F • ELEVATOR MAIN FLOOR RECALL RELAY 3. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MPG L L C 3. Fill, Void or Cavity Materlatl* — Caulk or sealant — Min 5/8. , 1-1/4,1-2/8 and 2-1/2 in. (16, 32, 48 ant €4 mm) thickness of caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both ,urfaccs of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on hoth sides of wall. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly ire which it is Installed, as shown in the following table. The hourly T Rating of the firestop system is dependent upon the type or size o f the pipe or conduit and thehourly fare rat m o f the wall assembtin w ha +t as installed as tabulated +When copper pipe is used, T Rating is 0 h. 3M COMPANY --- CP 25W6+ or FO -3000 WT. WALL OUTLET BOX 20AMP DUPLEX RECEPTACLE TOP HALF SWITCHED. WATT -STOPPER UT -355 , FULL FEATURED ULTRASONIC LINE 1'ZR VOLTAGE CEILING OCCUPANCY SENSOR, ADJUSTIBLE SENSITIVITY do DIGITAL TIME DELAY WITH CEILING MOUNTING BRACKET. 1 = 10'x90' SENSOR BEAM PATTERN 2 = 20'x20' SENSOR BEAM PATTERN T HUBBELL SWT6OMI, FULL FEATURED WALL MOUNT SWITCH TIMER WITH WALL BRACKET. WATT -STOPPER DW -100, DUAL TECHNOLOGY WALL SWITCH 0 OCCUPANCY SENSOR, ADJUSTIBLE SENSITIVITY do DIGITAL TIME DELAY WITH WALL MOUNTING BRACKET. EC 00, OUTLET FOR CONNECTION TO ELEVATOR CAB AD -OF • AUTOMATIC DIALER ARM • ELEVATOR ALTERNATE FLOOR RECALL RELAY IME ELEVATOR 'DO NOT USE' WARNING LIGHT WITH FLASHER *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cul Certificauon (such as Canada), respectively. Last Updated on 2005.06-15 Ouestions? Print this page Terms of Llse Pace To 2015 UL U -C When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the ul- Ervironr11,;nt databa, for additional information regarding this product's certification. The appearance of a company's name or product In this database does not in itself assure that products so identified have been manufactured under UL's follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered ender UL's follow -Up Service. Always took for the Mark on the product. UL permits the reproduction of the material contained In the Online Certification Directory subject to the following conditioms; 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misieof rlq manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certificatmns Directory with permission, from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format, "C>ri 2015 UL LLC". GENERAL NOTES 1. COORDINATE INSTALLATION OF NEW ELECTRICAL SERVICES WITH LOCAL ELECTRIC UTILITY COMPANY. PROVIDE WEATHERHEADS, CONDUIT, METER BASE AND OTHER ITEMS AS REQUIRED. 2. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT. PROVIDE CIRCUITS AND FUSES SIZED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION. 3. MAINTAIN CODE REQUIRED WORKING CLEARANCE AT ALL ELECTRICAL PANELS, DISCONNECT SWITCHES AND STARTERS. THERE SHALL BE NO EQUIPMENT, PIPING OR DUCT WORK INSTALLED IN OR ABOVE THE WORKING CLEARANCES. 4. PROVIDE DISCONNECT SWITCHES FOR ANY HARDWIRED EQUIPMENT NOT SUPPLIED WITH DISCONNECTING SWITCHES. 5. CONNECT AUTOMATIC TIMERS SWITCHES, CONTROLLING THE SAME CIRCUIT, IN PARALLEL SUCH THAT WHEN EITHER SWITCH IS ACTIVATED THE LIGHTING CIRCUIT OPERATES UNTIL BOTH TIMERS HAVE TURNED OFF. 6, CONNECT EXIT LIGHTS AND EMERGENCY LIGHTS WITH INTERGRAL BATTERY TO LOCAL AREA LIGHTING CIRCUIT AHEAD OF THE SWITCHING SUCH THAT THEY AUTOMATICALLY CONVERT TO BATTERY OPERATION UPON LOSS OF NORMAL POWER. 7, PROVIDE CONTROL POWER SOURCE FOR ALL STATERS AND CONTROL PANELS NOT SUPPLIED WITH CONTROL PANEL TRANSFORMERS. INSTALL AND CONNECT ALL CONTROL DEVICES IN ACCORDANCE WITH MANUFACTURER'S RECOMMEDATION. 8. CONNECT EXHAUST FAN TO LIGHT FIXTURE IN SAME SPACE SUCH THAT THEY ARE SWITCHED TOGETHER. 9. PROVIDE AND INSTALL ALL ELECTRICAL SYSTEMS AND ANY NECESSARY ACCESSORIES AS PER THE LATEST ADOPTED NEC AND LOCAL CODES WHETHER SPECIFIED HEREIN OR SHOWN ON DRAWINGS. THE CONTENT OF THESE SPECIFICATIONS AND CONTRACT DOCUMENTS IN GENERAL ONLY REFERS TO WORK REQUIRED ABOVE AND BEYOND THE BASIC REQUIREMENTS OF THE NEC AND LOCAL CODESI BRANCH CIRCUIT WIRING NOTES: WIRING IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL CONDITIONS. WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL OUTLETS INDICATED WITH CIRCUIT NUMBERS AND PANEL DESIGNATIONS. ALL SWITCH CONTROLS SHALL BE PROVIDED WITH WIRING AND CONDUIT AS REQUIRED. ALTHOUGH ALL BRANCH CIRCUIT WIRE AND CONDUIT IS NOT SHOWN, IT IS INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH CIRCUIT WIRING SYSTEM BE INSTALLED. PROVIDE A GREEN GROUND CONDUCTOR IN ALL CIRCUITS, APPROPRIATELY SIZED INCREASE CONDUITS TO ACCOMMODATE GROUND CONDUCTOR. UNLESS SHOWN OTHERWISE (BRANCH CIRCUITING INSTRUCTIONS): 1600 WATTS MAXIMUM PER 20A/1 P BRANCH CIRCUIT, A. UNLESS SHOWN OTHERWISE. B• 6 CONY. OUTLET'S MAXIMUM PER 20A/1 P BRANCH CIRCUIT. NEC CODE: FLORIDA BUILDING CODE 6th EDITION (2017) (F.B.C.) AND THE NFPA 70, 2014 NATIONAL ELECTRICAL CODE (N.E.C.) (F.B.C. ADOPTED DEMBER 31, 2017) LIGHT FIXTURE SCHEDULE FOR: RABCO SELF STORAGE DATE: 05/24/18 orated hc.lova Max Pipe or Conduit Diam In (mm) F Rating Hr t Rating Hr 1 (25) 1 or 2 0+, 1 or 2 1 (25) 3 or 4 3 or 4 4(102) 1or2 0 6 (152) 12 (305) 3 or 4 1 or 2 0 0 +When copper pipe is used, T Rating is 0 h. 3M COMPANY --- CP 25W6+ or FO -3000 WT. WALL OUTLET BOX 20AMP DUPLEX RECEPTACLE TOP HALF SWITCHED. WATT -STOPPER UT -355 , FULL FEATURED ULTRASONIC LINE 1'ZR VOLTAGE CEILING OCCUPANCY SENSOR, ADJUSTIBLE SENSITIVITY do DIGITAL TIME DELAY WITH CEILING MOUNTING BRACKET. 1 = 10'x90' SENSOR BEAM PATTERN 2 = 20'x20' SENSOR BEAM PATTERN T HUBBELL SWT6OMI, FULL FEATURED WALL MOUNT SWITCH TIMER WITH WALL BRACKET. WATT -STOPPER DW -100, DUAL TECHNOLOGY WALL SWITCH 0 OCCUPANCY SENSOR, ADJUSTIBLE SENSITIVITY do DIGITAL TIME DELAY WITH WALL MOUNTING BRACKET. EC 00, OUTLET FOR CONNECTION TO ELEVATOR CAB AD -OF • AUTOMATIC DIALER ARM • ELEVATOR ALTERNATE FLOOR RECALL RELAY IME ELEVATOR 'DO NOT USE' WARNING LIGHT WITH FLASHER *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cul Certificauon (such as Canada), respectively. Last Updated on 2005.06-15 Ouestions? Print this page Terms of Llse Pace To 2015 UL U -C When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the ul- Ervironr11,;nt databa, for additional information regarding this product's certification. The appearance of a company's name or product In this database does not in itself assure that products so identified have been manufactured under UL's follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered ender UL's follow -Up Service. Always took for the Mark on the product. UL permits the reproduction of the material contained In the Online Certification Directory subject to the following conditioms; 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misieof rlq manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certificatmns Directory with permission, from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format, "C>ri 2015 UL LLC". GENERAL NOTES 1. COORDINATE INSTALLATION OF NEW ELECTRICAL SERVICES WITH LOCAL ELECTRIC UTILITY COMPANY. PROVIDE WEATHERHEADS, CONDUIT, METER BASE AND OTHER ITEMS AS REQUIRED. 2. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT. PROVIDE CIRCUITS AND FUSES SIZED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION. 3. MAINTAIN CODE REQUIRED WORKING CLEARANCE AT ALL ELECTRICAL PANELS, DISCONNECT SWITCHES AND STARTERS. THERE SHALL BE NO EQUIPMENT, PIPING OR DUCT WORK INSTALLED IN OR ABOVE THE WORKING CLEARANCES. 4. PROVIDE DISCONNECT SWITCHES FOR ANY HARDWIRED EQUIPMENT NOT SUPPLIED WITH DISCONNECTING SWITCHES. 5. CONNECT AUTOMATIC TIMERS SWITCHES, CONTROLLING THE SAME CIRCUIT, IN PARALLEL SUCH THAT WHEN EITHER SWITCH IS ACTIVATED THE LIGHTING CIRCUIT OPERATES UNTIL BOTH TIMERS HAVE TURNED OFF. 6, CONNECT EXIT LIGHTS AND EMERGENCY LIGHTS WITH INTERGRAL BATTERY TO LOCAL AREA LIGHTING CIRCUIT AHEAD OF THE SWITCHING SUCH THAT THEY AUTOMATICALLY CONVERT TO BATTERY OPERATION UPON LOSS OF NORMAL POWER. 7, PROVIDE CONTROL POWER SOURCE FOR ALL STATERS AND CONTROL PANELS NOT SUPPLIED WITH CONTROL PANEL TRANSFORMERS. INSTALL AND CONNECT ALL CONTROL DEVICES IN ACCORDANCE WITH MANUFACTURER'S RECOMMEDATION. 8. CONNECT EXHAUST FAN TO LIGHT FIXTURE IN SAME SPACE SUCH THAT THEY ARE SWITCHED TOGETHER. 9. PROVIDE AND INSTALL ALL ELECTRICAL SYSTEMS AND ANY NECESSARY ACCESSORIES AS PER THE LATEST ADOPTED NEC AND LOCAL CODES WHETHER SPECIFIED HEREIN OR SHOWN ON DRAWINGS. THE CONTENT OF THESE SPECIFICATIONS AND CONTRACT DOCUMENTS IN GENERAL ONLY REFERS TO WORK REQUIRED ABOVE AND BEYOND THE BASIC REQUIREMENTS OF THE NEC AND LOCAL CODESI BRANCH CIRCUIT WIRING NOTES: WIRING IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL CONDITIONS. WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL OUTLETS INDICATED WITH CIRCUIT NUMBERS AND PANEL DESIGNATIONS. ALL SWITCH CONTROLS SHALL BE PROVIDED WITH WIRING AND CONDUIT AS REQUIRED. ALTHOUGH ALL BRANCH CIRCUIT WIRE AND CONDUIT IS NOT SHOWN, IT IS INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH CIRCUIT WIRING SYSTEM BE INSTALLED. PROVIDE A GREEN GROUND CONDUCTOR IN ALL CIRCUITS, APPROPRIATELY SIZED INCREASE CONDUITS TO ACCOMMODATE GROUND CONDUCTOR. UNLESS SHOWN OTHERWISE (BRANCH CIRCUITING INSTRUCTIONS): 1600 WATTS MAXIMUM PER 20A/1 P BRANCH CIRCUIT, A. UNLESS SHOWN OTHERWISE. B• 6 CONY. OUTLET'S MAXIMUM PER 20A/1 P BRANCH CIRCUIT. NEC CODE: FLORIDA BUILDING CODE 6th EDITION (2017) (F.B.C.) AND THE NFPA 70, 2014 NATIONAL ELECTRICAL CODE (N.E.C.) (F.B.C. ADOPTED DEMBER 31, 2017) LIGHT FIXTURE SCHEDULE FOR: RABCO SELF STORAGE DATE: 05/24/18 TYPE DESCRIPTION DESIGN SELECTION VOLTS LAMPS/FIXT. A ;1'X4 LED STRIP WITH WIRE GUARD TAMLITE 120 32W TUBE FIELD MOUNT PRIOR TO ROUGH IN SLWLEDT4-18D2L850 5000K 0 Z LED ------- --- — J � I n NY�ozd �z�au�a N g� AE I SAME AS TY FIE "A" E01-11IPPLD WITHN 90 MIN TAMLITE 120 32W TUBE ILto BA IERY BACKUP. SLWLEDT4-18D2L850 U 5000K BATTERY: OKT- EH - 18170 LU LED C 1'X4' LED STRIP WITH WIRE GUARD TAMLITE 120 32W TUBE FIELD MOUNT PRIOR TO ROUGH IN SLWLEDT4-18D1 L850 5000K LED CE SA MEAS TYPE "C" EQUIPPED WITHN 90 MIN TAMLITE 120 32W TUBE BATTERY BACKUP. SLWLEDT4-18D1 L850 5000K BATTERY: BODINE ELI -S -100-120V LED D 1 X 1 CUBE EXTERIOR LED FIXTURE TAMLITE 120 2250 LM UL LISTED FOR DAMP LOCATION MCLED405K LED'S L-GRID2-EH 5000K F 2'X4' RECESSED LIED FLAT LENS FIXTURE TAMLITE 120 4600 LM L -GRID EDGE XTREME TLP24-6050D-DIM2-W LED'S BALLAST G 4' VAPOR TIGHT ELEVATOR PIT LIGHT TAMLITE 120 3740 LM UL LISTED FOR DAMP LOCATION ACSLW4WG LE YS 5000K Y REMOTE EMERGENCY HEADS, EQUIPPED WITH EVENLfrE 120 FURNISHED HIGH OUTPUT BATTERY FOR REMOTE HEADS. WITH TLX EN -RU -W 90 MIN BACKUP X UNIVERSAL MOUNTED SINGLE FACE D(IT SIGN EVENLITE 120 LED'S WITH BLACK HOUSING, R®LETTERS AND TLX-EM-RU-W PROVIDED INTEGRAL LEAD CALCIUM BATTERY NOTES: 1 .FORALL LIGHT FIXTURES: "NL" - DENOTES FIXTURE SUPPLIED FROM NIGHT LIGHT CIRCUFf. "E'- DENOTES FIXTURE EQUIPPED WITH EMERGENCY BATTERY BALLAST. 2. PROVIDE NECESSARY ACCESSORIES WITH LIGHT FIXTURES TO MATCH CEILING FINISH TYPE- 3. YPE3. FIXTURE LOCATIONS ARE FOR GRAPHIC REPRESENTATION ONLY, EXACT LOCATION TO BE COORDINATED WITH OWNER SPECIFICATIONS - DMSION 16 - ELECTRICAL SECTION 16000 BASIC ELECTRICAL REQUIREMENTS PART 1 GENERAL 1.01 REFERENCE STANDARDS A NFPA 70 National Electrical Code B. NFPA 101 Life Safety Code C. Standard Building Code D. All other applicable State and Local Codes. 1.02 SUBMITTALS A Shop Drawings 1. Submit for approval, prior to installation, siz copiers of complete descriptive data on all equipment and systems as required by other sections of this specification. Clearly indicate all proposed substitutions and deviations from drawings and specifications. 2. Check all submittals for clearances and coordition with other trades. Submittals shall be certified, by the Contractors approved stamp, that all conditions have been checked and that no conflicts exist B. Record Drawings 1. Submit, to the Owner, record drawings showing field changes marked in red. 1.03 WORK INCLUDED A. The work of this section includes furnishing of labor and materials on required for installation of new electrical distribution system including service, ponelboard, branch circuits, fighting, connections to all equipment requiring electrical power and modifications to an existing electrical distribution system as required due to architectural renovations. 1.04 DRAWINGS A The drawings are partly diagrammatic and do not show in detail all required features of the work nor concealed conditions. They shall be supplemented by the Contractors knowledge and experience. PART 2 PRODUCTS 2.01 GENERAL A. All electrical equipment installed shall bear the U.L label except where U.L does not label such equipment. 2.02 GUARANTEE A Fumish a written guarantee that all equipment furnished and installed will be free of defects of material and workmanship for a period of 1 year from date of acceptance of the work by the owner. Promptly replace and repair all defective equipment and all other equipment damaged thereby at no additional cost to the Owner. PART 3 EXECUTION 3.01 GENERAL A Visit project site before submission of bid and become familiar with existing conditions and locations of existing utilities. B. The entire installation shall be made in a neat manner by persons skilled in the electrical trade and shall be in accordance with the reference standards listed above. C. Make power connections to air conditioning equipment and Owner fumished equipment. Furnish and install all associated receptacles and disconnect switches. Fuse sizes for disconnect switches shall be as recommended by the equipment manufacturer. 3.02 TESTING A All systems and equipment installed shall be completely tested and shall be left in good working order. SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS PART 1 GENERAL 1.01 SUBMITTALS A Wiring Devices PART 2 PRODUCTS 2.01 RACEWAYS A. Rigid Steel Conduit B. Electrical Metallic Tubing C. Polyvinylchloride Conduit 2.02 WIRE AND CABLES A. Feeders and branch circuit wires: Copper conductor, 600 volt, type THHN or THWN insulation. 2.03 WIRING DEVICES A Wall switches: AC general use snap switch with toggle handle, specification grade, 20 amperes, 120-277 volts. B. Receptacles: Type 5-15R, unless indicated otherwise, specifications grade, ivory plastic face. C. Coverplates: Nylon, Ivory color. 2.04 IDENTIFICATION A Provide laminated plastic tags for all panelboords and disconnect switches. Tags shall completely identify equipment marked or controlled. PART 3 EXECUTION 3.01 RACEWAY A. All raceways shall be installed in accordance with manufacturers instructions. B. Permitted Usage: 1. All interior raceways shall be galvanized electrical metallic tubing (EMT) equipped with steel set screw couplings and box connectors or shall be MC cabling. 2. Raceways underground, exposed to exterior, or cast in concrete, shall be galvanized rigid steel conduit (RGS) or schedule 40 PVC. C. INSTALLATION 1. In long raceways fumish and install the proper number and size pull boxes to facilitate installation of conductors. 2. Install separate grounding conductor in each raceway. 3.02 WIRE AND CABLES A. All power wiring shall be installed in conduit. MC cabling shall be permitted for use inside storage buildings in place of conduit and wire. Type NM cabling shall be permitted in apartment / office building. SECTION 16400 SERVICE AND DISTRIBUTION PART 1 GENERAL 1.01 SUBMITTALS A. PANEL.BOARDS B. DISCONNECT SWITCHES PART 2 PRODUCTS 2.01 PANELBOIRDS A. Circuit breaker type as described on the panel schedules. Approved manufacturers are General Electric, Siemens and Square -D. 2.02 DISCONNECT SWITCHES A Fusible or nonfusible quick -make, quick -break, load interrupter enclosed knife switch with externally operable handle interlocked to prevent opening front cover with switch in 'On' position. Approved manufacturers are General Electric, Siemens and Square -D. PART 3 EXECUTION 3.01 GENERAL A. Maintain code required working clearances around all electrical equipment. Coordinate installation with architectural features, piping locations and ductwork. 3.02 PANELBOARDS A Install new ponelboard as indicated on plans. B. All panels shall have engraved plastic labels and typewritten directories. Directories shall describe type of load and location of load, using Owners space names or numbers, for each branch circuit. SECTION 16500 LIGHTING PART 1 GENERAL 1.01 SUBMITTALS A LIGHTING FIXTURES PART 2 PRODUCTS 2.01 GENERAL A. Provide lighting fixture, as specified on Lighting Fixture Schedule of sizes, types, ratings, and with features indicated. Subsitutions shall be equal in performance and appearance to fixtures listed. B. Fixtures shall be complete with lamps, ballasts, and all parts, harware, and accessories for installation and proper operation. 2.02 LAMPS A Fluorescent Lamps: T8 type by General Electric or Philips. B. Incandescent Lamps: 120 volt, long -life type with a minimum rated life of 2,000 hours, by General Electric or Philips. 2.03 FLUORESCENT BALLAST A. Electric type, by Advance or Universal. PART 3 EXECUTION 3.01 GENERAL A Install fixtures as indicated on the drawings. Refer to reflected ceiling plan for exact locations. END OF ELECTRICAL SPECIFICATIONS. MARKU P5 P,EV1510N5 ELECT. SYMB. 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Lumens BUG Rating Lithonia Lighting 11 SLA -HS SINGLE DSXO LED P6 40K TFTM MVOLT HS; MOUNTED @25' AFG ON A ROUND TAPERED DIRECT BURY COMPOSITE POLES 1.000 134 12465 B2 -UO -G2 Lithonia Lighting1 1 4.7 SLB2 BACK -BACK DSXO LEDP6 40K T5W MVOLT; MOUNTED ' AFG ON A ROUND TAPERED DIRECT BURY POLES 1.000 134 16464 B - UO -G3 Lithonia Lighting 2 SLC -HS SINGLE DSXO LED P6 4OK BLC MVOLT; MOUNTED @25' AFG ON A ROUND TAPERED DIRECT BURY COMPOSITE POLES 1.000 134 13088 B1 -UO -G2 Lithonia Lighting 2 SLW SINGLE DSXW2 LED "'OC 1000 40K TFTM MVOLT; WALL MOUNTED AS SHOWN 1.000 1 109 1 11119 B2 -U0 -G3 Lithonia Lighting JX I f) ur 1' 11x rr{ 1Tl EPh i0 SINGLE r Ft; it G a",7h,j 1 B2 -UO -G3 t''Y,r' ,1PH ;�r a � tt ;, t11 �1 eft Lp;1:11i'I oma 131 ([O n., jp jj; �rn tilC r,1um ��t'v; hlaximul, dp EPA 140 MPH Nafty * EISA ll mama&*WPKM=swndaids*Windt*a3Mgwbcw l dt* a 3Mgw SWWWW1101111tums • 2 30 twon for top mmftd luninairle • non-conductive pole rap for .side mounted luminaire • 2 1 /7 x so handhole with non- +I✓a d" door to maitch light pole • 13W nylon grommeted conductor hole below ground •anti_wtaltkmol tube • sandard colors Include dark bmDrtz+> gray, blw* and white NAWN opt iaml fit wft • Y" tenon for tap mouvod luminaire - 4" tenan for tap mounted lumi nak e Coliots contact PLP f dlr additional opdons Side Mount 1 Aluminum Reinforcement CJ t 1 E i Landreth Lighting Luminaire Schedule N N Symbol [MANUFAC] Qty Label Arrangement Description LLF Lum. Watts Lum. Lumens BUG Rating Lithonia Lighting 11 SLA -HS SINGLE DSXO LED P6 40K TFTM MVOLT HS; MOUNTED @25' AFG ON A ROUND TAPERED DIRECT BURY COMPOSITE POLES 1.000 134 12465 B2 -UO -G2 Lithonia Lighting1 1 4.7 SLB2 BACK -BACK DSXO LEDP6 40K T5W MVOLT; MOUNTED ' AFG ON A ROUND TAPERED DIRECT BURY POLES 1.000 134 16464 B - UO -G3 Lithonia Lighting 2 SLC -HS SINGLE DSXO LED P6 4OK BLC MVOLT; MOUNTED @25' AFG ON A ROUND TAPERED DIRECT BURY COMPOSITE POLES 1.000 134 13088 B1 -UO -G2 Lithonia Lighting 2 SLW SINGLE DSXW2 LED "'OC 1000 40K TFTM MVOLT; WALL MOUNTED AS SHOWN 1.000 1 109 1 11119 B2 -U0 -G3 Lithonia Lighting 4 SLW1 SINGLE DSXW2 LED 300 1000 40K T3M MVOLT; WALL MOUNTED AS SHOWN 1.000 1 109 1 11279 1 B2 -UO -G3 b.1 b.1 b.1 b.i k . b:D . txv ll o j 1.0 3 .0 1.0 1 .01 b.0 00 .9 40.01 .0 1.o 1.0 Ar I t.o b.0 b.0 �` . C) �_ 6, artl-ler1y 1 /A --- ` R/W line I Top Mount Landreth Lighting Calculation Summary Label CalcType Units Avg Max C`.4ir Avg/ MTG, HEIGHT SHAFT LENGTH Handhoie Wirehole IMdi-rtria4iuon'�.I\ Tube Direct ? Burial a ELECTRICAL SITE PHOTOMETRIC PLAN Storm drain manhole tap eiev. = 48.35' Site Benchmork� Rcir ntfc rcarl d" v 4"-nrvrrnf z MAKKU P5 REVISIONS ELECTRICAL SITE PHOTOMETRIC PLAN KINEIIAKT 55 ASSOCIATES LLC 145 1 RINEt1AKT ROAD, 5ANFORD, FL 32771 w {� O d <0E Q Z Za N1 =) =) zm CE) zQ t` 9O �Um �U W (V/O i <N Q ZO �0) 0200 Z U Q7 z -O `r o0 O v - N N W (-) SAom�zz nom®SVNR Min Max,/Min Entire Site Illuminance Fc 0.88 4.7 10.0 N.A. N.A. Parking Lots Illuminance Fc 1 1.64 1 4.7 0.3r 5.47 1 15.x:7 ELECTRICAL SITE PHOTOMETRIC PLAN Storm drain manhole tap eiev. = 48.35' Site Benchmork� Rcir ntfc rcarl d" v 4"-nrvrrnf z MAKKU P5 REVISIONS ELECTRICAL SITE PHOTOMETRIC PLAN KINEIIAKT 55 ASSOCIATES LLC 145 1 RINEt1AKT ROAD, 5ANFORD, FL 32771 w {� O d <0E Q Z Za N1 =) =) zm CE) zQ t` 9O �Um �U W (V/O i <N Q ZO �0) 0200 Z U Q7 z -O `r o0 O v - .. BFq p�. \G ENS F No. 55428 ,o STA vN �. ��Zrllllllll``` SHEET ES - 1 N N W (-) SAom�zz nom®SVNR F;j, W in 3JaJi u) 8Og 0 S Z2°r Zi iu �- o �It U 9 LLJ .. BFq p�. \G ENS F No. 55428 ,o STA vN �. ��Zrllllllll``` SHEET ES - 1 1 IA -7 114 ! cx X ! I # I AENL 1A-27 NL B A A AE I I ! L - r I # IA -26:28 I ! 0! t I ! ! ! I ! ! I g = i 1A-27 B A AE B D D D D YA ! ! 1A-27 I I ! I 0 � A � 1A-30.32 1A-14:16 t E I I I 4! L_J AH L_J LIZ- �A B A A AE B A AE A A~ I 1A-13 ? ? X�� A 10 m O A-34:36 NL ..... .... .......... ......... ..... .._...... .. ..... ...._ ......._. ..._....... .......... ......... _._. ,... ......._..__ .._. ...._..__................_.a_..._..___..._._........................,....,.,....,.,_..,,.,._,._:»..�;:::::::a.:: —i I I :'a:::ar::^r::::^:.^;: '-:;.,. .. ., ,....:._,...._:v,.,� � I r. # DATE BY 155UF X�� A 10 m O A-34:36 NL ..... .... .......... ......... ..... .._...... .. ..... ...._ ......._. ..._....... .......... ......... _._. ,... ......._..__ .._. ...._..__................_.a_..._..___..._._........................,....,.,....,.,_..,,.,._,._:»..�;:::::::a.:: _.......... ._.. __... :'a:::ar::^r::::^:.^;: '-:;.,. .. ., ,....:._,...._:v,.,� C ENERAL NOTES: 1A- REFER TO SHEET E.0 FOR GENERAL NOTES. REFER TO SPECIFICATIONS. # DATE BY 155UF 1 05-07-18 J5v PER MARKUPS. 2 05-24-18 JSV PER MARKUPS. A X' B A AE A A AE A A AE UNLESS OTHERWISE NOTED. , I _,,___ ____,,,,,,,,,,_,__,___ ._,,,,__.,__.,,,___,,,,,_„_,,,,,,,_„_,_,_ _ __,_,__,,,,,,,,,,,__,,,,,,__„_,„,_,_„__,.,_,,,,______„_,___,_ _,_,,,,,__,__,,,,_,,, o�a""zzJ�t a i0 a� j I 1A-3 E j a� II e i i A X CE i REVISIONS # DATE BY 155UE z !E ? i £ a ..—__ _—__....... I I I E rL =UI D 0 FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /8” = 1'-0” ENLARGED ELECTRICAL ROOM SCALE: 1 /4” = 1'-0" �zm Q J8 ?O �U W p (N Q Zo 0 z �? Z 0 O °Q v - J MARKUP5 C ENERAL NOTES: 1A- REFER TO SHEET E.0 FOR GENERAL NOTES. REFER TO SPECIFICATIONS. # DATE BY 155UF 1 05-07-18 J5v PER MARKUPS. 2 05-24-18 JSV PER MARKUPS. W Mmmmmms,AZ Ar ZI ALL WIRING AND CONDUIT SHALL BE 2f12, 1f12G, IN 1/20C, U > UNLESS OTHERWISE NOTED. Gv� CE IR aU�j1 oC Lu� "i� gJ o�a""zzJ�t a i0 a� HEX NOTES: ON haw a� ELECTRIC WATER HEATER: FOR CONDUIT, WIRE AND DISCONNECT /VJ �,/ A X CE SWITCH SIZES, SEE EQUIPMENT FEEDER SCHEDULE ON SHEET E-6. O AIR HANDLING UNIT: FOR CONDUIT, WIRE AND DISCONNECT SWITCH SIZES, SEE EQUIPMENT FEEDER SCHEDULE ON SHEET E-6. O HEAT PUMP: FOR CONDUIT, WIRE AND DISCONNECT SWITCH Y SIZES, SEE EQUIPMENT FEEDER SCHEDULE ON SHEET E-6. REVISIONS # DATE BY 155UE z U��mm U �'wp zws��Oi Orc Uw I EXIT LIGHT, EMERGENCY LIGHTS do NIGHT LIGHT TO BE CONNECT I TO UNSWITCHED HOT LEG OF CIRCUIT. AE NL m I 5 SEE ELEVATOR SHOP DRAWINGS FOR EXACT OF ELECTRICAL WORK IN ELEVATOR PIT AND MACHINE ROOM. CONNECT SWITCHES, LIGHTS AND RECEPTACLES AS PER NEC 620-23 AND �� k�o ELECTRICAL FLOOR PIAN 1 24. CONNECT FIRE ALARM AND TELEPHONE DEVICES IN ELEVATOR, SHAFT, LOBBY AND EQUIPMENT ROOM AS PER STATE LLJ 0 FIRE MARSHALL REQUIREMENTS. 1- © CONNECT TO EXTERIOR LIGHTS. EXTEND AND CONNECT TO LIGHTING CIRCUIT SERVING THIS AREA. RINEHART SS O ELEVATOR CONTROLLER WITH 250AMP CIRCUIT BREAKER WITH A550CIATE5 LLC SHUNT TRIP, PROVIDED BY ELEVATOR MANUFACTURER. CONNECT 145 1 RINEHART ROAD, ----- -- ELEVATOR: 208V, 3PH, 30HP, PER EQUIPMENT FEEDER SCHEDULE. LABS_ SWITCH WITH APPROPIATE ELEVATOR NUMBER 5ANFORD, FL 32771 AND TO READ "ELEVATOR POWER". VERIFY ACTUAL REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH -IN. REFER TO PANEL SCHEDULE "MDP" FOR CIRCUITRY. ® DOOR SHALL BE INSTALLED WITH PANIC HARDWARE IN - - ”----- - ACCORDANCE TO SECTION 110.26 (C)(3) OF NEC, LATEST EDITION. O AREA OF REFUGE (ARA) BASE TO BE PLACE) NEAR 1ST FLOOR ELEVATOR AND (ARA) REMOTE TO BE PLACE) NEAR 2ND AND 3RD FLOOR ELEVATOR. THE FIRE ALARM COMPANY, AIT LIFE SAFETY, WILL SUBMIT WITH SPRINKLER PLANS FOR THOR PERMIT. oku o Z a a S22 N� �z W !E ? i £ a ..—__ _—__....... I I I E rL =UI D 0 FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /8” = 1'-0” ENLARGED ELECTRICAL ROOM SCALE: 1 /4” = 1'-0" �zm Q J8 ?O �U W p (N Q Zo 0 z �? Z 0 O °Q v - J RA W U > NO® Gv� �NgNOOY aU�j1 oC Lu� "i� gJ o�a""zzJ�t a i0 a� �iaa��Nw �iOHvot N"�w0 ON haw a� /VJ �,/ Qmf� KN�y��1t-WW z U��mm U �'wp zws��Oi Orc Uw �� k�o �u 18sy�u5�5 LLJ 0 1- 4 'FOR AREA OF 2—WAY COMM. MAI STAIRWELL LIGHTING 1\ . T^ Lln 1 MR -1 HEX NOTES: GENERAL NOTES O1 EXIT LIGHT, EMERGENCY LIGHTS & NIGHT LIGHT TO BE CONNECT 1) REFER TO SHEET E.0 FOR GENERAL NOTES. TO UNSWITCHED HOT LEG OF CIRCUIT. 2) REFER TO SPECIFICATIONS. ' O AIR HANDLING UNIT: FOR CONDUIT, WIRE AND DISCONNECT 3) ALL WRING AND CONDUIT SHALL BE 2J12, 1#12G, IN 1/2"C, SWITCH SIZES, SEE EQUIPMENT FEEDER SCHEDULE ON SHEET UNLESS OTHERWISE NOTED. E-7. O3 AREA OF REFUGE (ARA) BASE TO BE PLACED NEAR 1ST FLOOR ELEVATOR AND (ARA) REMOTE TO BE PLACED NEAR 2ND AND 3RD FLOOR ELEVATOR. THE FIRE ALARM COMPANY, AIT LIFE SAFETY, WILL SUBMIT WITH SPRINKLER PLANS FOR THEIR PERMIT. SECOND FLOOR ELECTRICAL PLAN SCALE: 1 /8" = 1'-0" FOR AREA OF REFUGE 2—WAY COMM. SYSTEM TC --LNL MARKUP5 # I DATE I BY I 155UE I 105-07-181 J5V I PER MARKUP5. I REV151ON5 I # I DATE I BY I ISSUE__.., ELECTRICAL FLOOR PLAN RINEHART 55 A550CIATE5 LLC 1451 RINEIIART ROAD, 5ANPORD, FL 32771 ow o� d a� Z za IL o� a N z Z 2 N N 2 5 z cm CD 3r- Q) Um I./ -U W °� O i �N Q ZO > 3t 0 0 oL z U1� Z —O O `o v- J O ENS�c No. 554 T F0100 cey'� mm 4 4 4 tn0� yi�U 2 � U M �<_ E OUZ OL W gid a` ``pp ooh � ntDo k� Z,�'a O r Ou° i�C6 �OpNy��S U NO� u~F JOW M Lu z J O ENS�c No. 554 T F0100 cey'� mm 4 4 4 'FOR AREA OF I 2—WAY COMM. m STAIRWELL LIGHTING 11Ntsl TA ♦In/T 1 MR -1 HEX NOTES: GENERAL NOTES O1 EXIT LIGHT, EMERGENCY LIGHTS do NIGHT LIGHT TO BE CONNECT 1) REFER TO SHEET E.0 FOR GENERAL NOTES. TO UNSWITCHED HOT LEG OF CIRCUIT. 2) REFER TO SPECIFICATIONS. O2 AIR HANDLING UNIT. FOR CONDUIT, WIRE AND DISCONNECT 3) ALL WIRING AND CONDUIT SHALL BE 2#12, 1#12G, IN 1/2-C, SWITCH SIZES, SEE EQUIPMENT FEEDER SCHEDULE ON SHEET UNLESS OTHERWISE NOTED. E-7. O AREA OF REFUGE (ARA) BASE TO BE PLACED NEAR 1ST FLOOR ELEVATOR AND (ARA) REMOTE TO BE PLACED NEAR 2ND AND 3RD FLOOR ELEVATOR. THE FIRE ALARM COMPANY, AIT LIFE SAFETY, WILL SUBMIT WITH SPRINKLER PLANS FOR THEIR PERMIT. PROVIDE 120V BRANCH CIRCUIT CONNECTION FOR BUILDING ® THIRD FLOOR ELECTRICAL PLAN SCALE:1 /8" = 1'-0" tEA OF REFUGE COMM. SYSTEM LINE MAKKUP5' P,EV1510N5 ELECTRICAL FLOOR PLAN RINEHART 55 A550CIATE5 LLC 1451 RINEHART ROAD, 5ANFORD, FL 32771 oW 10 �Z za a �z z NN a� Z Ao LSI ( u cn O N J� Lu QD uQO.. ZU Ow w D zm m 3cc _u � Um �U Lu 0 > a -N Q z�, 0� C) 02 Z U� Z `O Oco v - J w 0 11 mm3�o�z > a? ph!auz Lu ��w ��,nj Q Y1�=03KF•N� Z JD YnUOo_t� W p�MK�" MOM" T) g � iFs" �MO oo N .0� < IIC N� EDJ 2035-5TR.DWG SHEET E-3 HEX NOTES: QQ HEAT PUMP UNIT: FOR CONDUIT, WIRE AND DISCONNECT SWITCH SIZES, SEE EQUIPMENT FEEDER SCHEDULE ON SHEET E-6 GENERAL NOTES= REFER TO SHEET E.0 FOR GENERAL NOTES. REFER TO SPECIFICATIONS. ALL WIRING AND CONDUIT SHALL BE 2#12, 1#12G, IN 1/2"C, UNLESS OTHERWISE NOTED. ELECTRICAL ROOF PLAN SCALE: 1 /8" = 1'-0" MARKUPS # I DATE I 155UE i 105-07-151 J5V 1 PER MARKUPS. KEVI510N5 ELECTRICAL ROOF PLAN KINEHAKT 55 ASSOCIATES LLC 1451 KINEHAKT ROAD, 5ANFORD, FL 32771 u 5 Zm ju �U Um ,U W nC O i aN Q ZO > 3 m Oca O p[ Z U� Z —O O� v - a m§ F,00 �p`M3 lD Oni I H I I I TC' f � j t( i LADDER I I G ARD u o uj 0 5mp- 01.51.33 °zaad Z<- �q g p N O U NooZ4a MP --25:2.7 = 2L E AlAl. �W P— 1 i I i MP --34.,',6 oil4 I 1 f i 1 � j f i 1 i 3 i E j It i 3 E 1 E I E 4 i 1 I � { MP 29:1 ( � j MP � 33: 55 1 i I E z I 1 t I 1 j 3 I i E 9L I MP � � 1 I i j f 3 i i I HEX NOTES: QQ HEAT PUMP UNIT: FOR CONDUIT, WIRE AND DISCONNECT SWITCH SIZES, SEE EQUIPMENT FEEDER SCHEDULE ON SHEET E-6 GENERAL NOTES= REFER TO SHEET E.0 FOR GENERAL NOTES. REFER TO SPECIFICATIONS. ALL WIRING AND CONDUIT SHALL BE 2#12, 1#12G, IN 1/2"C, UNLESS OTHERWISE NOTED. ELECTRICAL ROOF PLAN SCALE: 1 /8" = 1'-0" MARKUPS # I DATE I 155UE i 105-07-151 J5V 1 PER MARKUPS. KEVI510N5 ELECTRICAL ROOF PLAN KINEHAKT 55 ASSOCIATES LLC 1451 KINEHAKT ROAD, 5ANFORD, FL 32771 u 5 Zm ju �U Um ,U W nC O i aN Q ZO > 3 m Oca O p[ Z U� Z —O O� v - ```��111M. 111►I��'''' E I si .moi No. 55428 .o STA OF OR10 \� /....... O N A L EDJ 5HEET L�A a m§ cti (W �p`M3 lD Oni V"13 8IB1 Nt�O z t7 }3�OZF q u o uj 0 °zaad Z<- �q g p N O U NooZ4a = �W ```��111M. 111►I��'''' E I si .moi No. 55428 .o STA OF OR10 \� /....... O N A L EDJ 5HEET L�A SLA—HS STRUCTURE C SIN(iLE STORY f SLW1 .... SLW....... iACilP G =� a... :. a �aaaa., #8'S . .ft£ vvvlly UDi i Row SLW1 i s z i i i i i t } ............... i i j i m mvmmmm�.Wv.� SLW , ELECTRICAL SITE PLAN SCALE:1" = 30'-0" GENERAL NOTES: 1) REFER TO SHEET E.0 FOR GENERAL NOTES. 2) REFER TO SPECIFICATIONS. 3) ALL WRING AND CONDUIT SHALL BE 2#12, 1#12G, IN 1/2"C, UNLESS OTHERWISE NOTED. 4) REFER TO CIVIL ENGINEERING PHOTOMETRIC PLAN FOR ALL EXTERIOR LIGHTING MOUNTING HEIGHTS. 5) ALL SITE LIGHTING BRANCH CIRCUITS SHALL UTILIZE A MINIMUM #8 AWG FOR ENTIRE CIRCUIT TO ALLOW FOR MINIMAL VOLTAGE DROP. USE OF #10 OR #12 WIRE TAPS AT EACH FIXTUREINSTALLATION IS ACCEPTABLE. 6) ALL EXTERIOR POST/POLE MOUNTED LIGHT FIXTURES SHALL HAVE HANDHOLE NEAR BASE.HAND HOLE SHALL PROVIDE EASY ACCESS TO LIGHT FIXTURE FUSING AND LIGHTNING PROTECTION GROUND LUG. LIGHTNING PROTECTION GROUND LUG SHALL BE PROVIDED INSIDE POST/POLE, ELECTRICALLY IN CONTACT WITH POLE, FOR CONNECTION TO 5/8"x10'-0" GROUND ROD. PROVIDE f6AWG GROUND WIRE FROM GROUND LUG TO GROUND ROD, CONCEALING GROUND WIREH THROUGH POST/POLE BASE. HEX NOTES OCONNECT LIGHTING CIRCUIT VIA PHOTOCELL FOR LIGHTING CONTROLS. OPROVIDE 208V, 1 -PHASE CONNECTION FOR OWNER FURNISH CONTRACTOR INSTALLED LIFT STATION. SEE EQUIPMENT FEEDER SCHEDULE FOR ADDITIONAL INFORMATION. SITE LIGHT FIXTURE SCHEDULE FOR: FLAGSHIP SELF STORAGE DATE: 05/24/18 TYPE DESCRIPTION DESIGN SELECTION VOLTS LAMPS/FIXT. UD EXTERIOR WALL MOUNT LED FIXTURE PATHWAY MVOLT 40W �mrQ FIELD MOUNT PRIOR TO ROUGH IN �gV W�<Np NO LED'S C78WLBV25/4K S L9 K4� MTD @ 15'-0" D8 WL XX 4170 LM SLA—HS EXTERIOR ROADWAY LIGHT FIXTURE LITHONIA MVOLT 12465 LM TYPE 3 DISTRIBUTION DSXO LED P6 40K TFTM LED'S MVOLT RPA Z 4000K SLB2 EXTERIOR ROADWAY LIGHT FIXTURE LITHONIA MVOLT 16464 LM TYPE 5 DISTRIBUTION DSXO LED P6 40K T5W LEE'S MVOLT RPA m 4000K SLC—HS EXTERIOR ROADWAY LIGHT FIXTURE LITHONIA MVOLT 9119 LM WITH HOUSE SIDE SHIELD DSXO LED P5 40K TFTM LEE'S MVOLT HS RPA 4000K SLW EXTERIOR WALL MOUNT LIGHT FIXTURE LITHONIA MVOLT 11119 LM DWSW2 LED 30C 1000 40K LEE'S TFTM MVOLT 4000K SLW1 EXTERIOR WALL MOUNT LIGHT FIXTURE LITHONIA MVOLT 11279 LM DWSW2 LED 30C 1000 40K LEE'S T3M MVOLT 4000K NOTES: 1 .FOR ALL LIGHT FIXTURES: "NL" — DENOTES FIXTURE SUPPLIED FROM NIGHT LIGHT CIRCUIT. "E'— DENOTES FIXTURE EQUIPPED WITH EMERGENCY BATTERY BALLAST. 2. PROVIDE NECESSARY ACCESSORIES WITH LIGHT FIXTURES TO MATCH COLING FINISH TYPE 3. FIXTURE LOCATIONS ARE FOR GRAPHIC REPRESENTATION ONLY, EXACT LOCATION TO BE COORDINATED WITH OWNER. MAKKUP5 KEV1510N5 ELECTRICAL SITE PLAN RINEHART 55 A550CIATE5 LLC 145 1 RINEHART ROAD, 5ANFORD, FL 32771 v- u U Mp �2 �mrQ vN �gV W�<Np NO K4� iQ pZ0 j�aa �ui O� uON�� ss�in Z O 4�Q o HVPOo � a d m d? ````11►1111111/I/// -� M. g �p .. \GENIS •. �� No. 5542 O Az N SSPE N A L r� ti 5CALE SHEET E-5 4 PANEL MP PANEL 3A 1 1 VI\IlIVI1 r111V 111%per Ll. VVLVI� TAPE 12' BELOW GRADE ON I TOP OF SERVICE ENTRANCE I ' CONDUITS �-------- 7 '----------------- X3/0 COPPER GROUNDING ELECTRODE CONDUCTORS (2) I 5/8" CU. CLAD GROUNDING RODS 6' APART & 8' DEEP TO TO BUILDING UNDERGROUND STEEL WATER PIPE 5 POWER RISER DIAGRAM N.T.S. FEEDERS FOR: RABCO 2035 DATE: 05/24/18 FEEDER FEEDING CIRCUIT BREAKER DATE: 05/24/18 FEEDER AMPS FEEDER VOLT DROP % FEEDER AMP SIZE VOLTS PHASE PARALLEL RUNS PHASE WIRE NEUTRAL WIRE GROUND WIRE ISOLATED GROUND COPPER/ CONDUIT ALUMINUM SIZE FEEDER LENGTH MAIN SER "A" 1200 208 3 1240 1.35 4 #500 #500 N/A N/A ALUMINUM 3" 150 PNL MDP 1200 208 3 1240 1.35 4 #500 #500 N/A N/A ALUMINUM 3" 150 PNL 1A 400 208 3 380 0.19 1 #500 #500 #3 N/A COPPER 3-1/2" 25 PNL 2A 400 208 3 380 0.39 1 #500 #500 #3 N/A COPPER 3-1/2" 50 PNL 3A 400 208 3 380 0.58 1 #500 #500 #3 N/A COPPER 3-1/2" 75 PNL PO 200 208 3 1 200 1.05 1 #3/0 #3/0 #6 WA COPPER 2" 100 PNL MP 600 208 3 1 620 0.78 2 #350 #350 #1 N/A COPPER 3" 100 I LOBBY HEAT DETECTOR CEILING SMOKE DETECTOR AT AT TOP OF SHAFT. I TOP FLOOR LOBBY. SMOKE DETECTOR I "DO NOT USE ELEVATOR" AT TOP OF SHAFT. LIGHT MOUNTED ADJACENT TO PHASE 1 SWITCH. TYPICAL. ELEVATOR SHAFT COORDINATE WITH ELEVATOR VENDOR TO SMOKE DETECTOR AT PROVIDE ACTUATION OF TOP FLOOR LOBBY. THREE (3) ELEVATOR "DO NOT USE ELEVATOR" CONTROL CIRCUITS AS LIGHT MOUNTED ADJACENT REQUIRED BY NFPA 72. TO PHASE 1 SWITCH. I. TYPICAL. LOBBY CEILING E _..._..._.. _ ._._. OR_... _..._._._ ............... . ._.............._.............................._...................._.........._........_.__.._...._..................__...._._.__._....._........_...__.... 2 FIRE ALARM SHUNT SMOKE DETECTOR A i' TRIP MONITRELAY. BOTTOM OF SHAFT. OF REQUIRED BY THE HEAT DETECTOR AT HAVING JURISDICTION)= BOTTOM OF SHAFT. ELEVATOR RECALL ONE -LINE DIAGRAM N.T.S. TO FIRE ALARM SYSTEM SMOKE DETECTOR AT FIRST FLOOR LOBBY. I TO ELEVATOR CONTROLLER THIRD FLOOR SMOKE DETECTOR IN ELEVATOR MACHINE ROOM SECOND FLOOR ELEVATOR MACHINE ROOM CEILING TO FIRE ALARM SYSTEM I I I FIRST FLOOR EQUIPMENT FEEDER SCHEDULE: PROJECT #2035 FIRE ALARM NOTES: F.P. DATE: 05/24/18 i -v SUPERVISORY 1. MOUNT AUDIBLE/VISUAL DEVICES AT 80' A.F.F. (OR 6" BELOW CEILING, & FLOW VALVES WHICHEVER IS LOWER) TO BOTTOM OF LENSE OR PER NFPA 72 2 AR MR EC 2• 6-4.4.3.2. PROVIDE MINIMUM 75 CANDELA, 82 DECIBEL, ADA COMPLIANT AUDIBLE/VISUAL CONDUIT DEVICE UNLESS OTHERWISE NOTED. 3. COORDINATE THAT ALL SMOKE DETECTORS TO BE MINIMUM 3'-0' FROM HVAC AMPS AMPS GRILLES PRIOR TO ROUGH -IN (DRAWINGS SHOW GENERAL LOCATION ONLY). E 4. MOUNT FIRE ALARM PULL STATION SO ACTIVATING DEVICE IS AT MAXIMUM 48" SIZE A.F.F. 5. COORDINATE WITH OWNER PROVIDED DOOR ACCESS CONTROL SYSTEM TO 4<� ACTIVATE SYSTEM IN A FAIL SAFE MANNER IN CASE OF FIRE ALARM. FACP RUNS (lA-7) 6. ALTHOUGH DEVICES ARE LAID OUT TO MEET NFPA 72, EACH VENDOR'S DACT SPD EQUIPMENT IS UNIQUE AND MAY REQUIRE ADDITIONAL SPEAKERS AND STROBES 4 <' TO FULLY COMPLY WITH CODES. FAILURE TO ALLOW FOR THIS AT BID TIME WILL (2) PHONE BE DEEMED AS A FAILURE BY THE CONTRACTOR TO MEET THE SPIRIT OR INTENT 20A CKT ES OF THE CODES, PLANS OR SPECIFICATIONS. NO ADDITIONAL COMPENSATION WILL #6 CU. 120 VOLT BE PAID TO COMPLETE THE PROJECT. 7. FIRE ALARM PLANS ARE CONCEPTUAL AND ARE INTENDED TO GIVE THE 60 N.F. #6 #10 CONTRACTOR A GENERAL SCOPE OF THE FIRE ALARM SYSTEM. FIRE ALARM 3/4" CONTRACTOR SHALL SUBMIT ENGINEERED FIRE ALARM SYSTEM SHOP DRAWINGS CU -2 THRU25 208 FOR PERMIT. BOND TO 8. FIRE ALARM SHALL BE INTERFACED WITH ELEVATOR CONTROLLER. ELEVATOR SHALL BE NEAREST PANEL RECALLED TO THE FIRST FLOOR IN CASE OF ALARM. GND BUS. 9. PROVIDE SIGNAL LEVEL SURGE SUPPRESSION ON LINES EXITING BUILDING SUCH AS CU -1 208 BACKFLOW PREVOMR FLOW AND TAMPER SWITCHES AND HVAC DEVICES. FIRE ALARM CONTROL RISER DIAGRAM I LOBBY HEAT DETECTOR CEILING SMOKE DETECTOR AT AT TOP OF SHAFT. I TOP FLOOR LOBBY. SMOKE DETECTOR I "DO NOT USE ELEVATOR" AT TOP OF SHAFT. LIGHT MOUNTED ADJACENT TO PHASE 1 SWITCH. TYPICAL. ELEVATOR SHAFT COORDINATE WITH ELEVATOR VENDOR TO SMOKE DETECTOR AT PROVIDE ACTUATION OF TOP FLOOR LOBBY. THREE (3) ELEVATOR "DO NOT USE ELEVATOR" CONTROL CIRCUITS AS LIGHT MOUNTED ADJACENT REQUIRED BY NFPA 72. TO PHASE 1 SWITCH. I. TYPICAL. LOBBY CEILING E _..._..._.. _ ._._. OR_... _..._._._ ............... . ._.............._.............................._...................._.........._........_.__.._...._..................__...._._.__._....._........_...__.... 2 FIRE ALARM SHUNT SMOKE DETECTOR A i' TRIP MONITRELAY. BOTTOM OF SHAFT. OF REQUIRED BY THE HEAT DETECTOR AT HAVING JURISDICTION)= BOTTOM OF SHAFT. ELEVATOR RECALL ONE -LINE DIAGRAM N.T.S. TO FIRE ALARM SYSTEM SMOKE DETECTOR AT FIRST FLOOR LOBBY. I TO ELEVATOR CONTROLLER THIRD FLOOR SMOKE DETECTOR IN ELEVATOR MACHINE ROOM SECOND FLOOR ELEVATOR MACHINE ROOM CEILING TO FIRE ALARM SYSTEM I I I FIRST FLOOR EQUIPMENT FEEDER SCHEDULE: PROJECT #2035 DATE: 05/24/18 EQUIPMENT VOLTS PH NEUT MOTOR ADDITIONAL HEAT MISC TOTAL PNL. DISCONNECT STARTER WIRE NEUT GND # CONDUIT DESCRIPTION Y/N (LARGEST) MOTORS STRIPS AMPS AMPS C.B. SIZE FUSE SIZE TYPE PER WIRE WIRE OF SIZE NOTES 0-/ H. P. FLA H.P. FLA KW AMPS 4<� SIZE PHASE RUNS 8J"' o� ..Q WWWo AHU-1 208 1 N 9.6 46.2 4 <' 60 60 N.F. #6 #10 1 3/4" AHU-2 THRU 25 208 1 N 1 9.6 46,2 46 „ 60 60 N.F. #6 #10 1 3/4" CU -2 THRU25 208 1 N 26.0 28 45 60 N.F. #8 #10 1 1/2" a CU -1 208 1 N 31.0 31, 60 50 N.F. #6 #10 1 3/4" a EWH-1 120 1 Y 3.0 2.5.0- 25 30 30 N.F. #8 #8 #10 1 3/4" a ELEVATOR CONTROLLER 208 3 N 1 30.00 188.00'1 1 24.0 112 '' 250 SHUNT BRKR #250 1 #4 1 1 2" GENERAL NOTES: NOTES: (1) - PROVIDE DISC. SW. AT ALL PIECES OF EQUIPMENT, UNLESS OTHERWISE NOTED ON THE SCHEDULE (a) - PROVIDE NEMA 3R DISCONNECT. (2) - FUSES SHOWN FOR REFERENCE ONLY, PROVIDE FUSES AS RECOMMENDED BY EQUIP. MANUF. (b) - CONNECT VIA CONTROL DEVICES BY DIV. 15 CONTRACTOR (3) - PROVIDE NEMA OUTDOOR RATED ENCLOSURES FOR ALL DISC. SWS MOUNTED OUTDOORS. (c) - CONNECT VIA VFD BY DIV. 15 CONTRACTOR (4) - COORDINATE STARTER TYPE WITH MECHANICAL EQUIPMENT INSTALLER. (d) - CONNECT VIA STARTER BY DIV. 15 CONTRACTOR. (5) - E.C. TO VERIFY THAT C.B. FOR COMPRESSORS IS SUFFICIENT TO ALLOW STARTING OF UNIT, IF (e) - CONNECT VIA DISC. SW. BY DIV. 15 CONTRACTOR. REQUIRED FOR STARTING C.B. TO BE INCREASED TO A MAX OF 225% OF COMP. F.L.A. (f) - PROVIDE FULL SIZE NEUTRAL. (6) - #12 FEEDERS SHOWN AND OVER 100FT. LONG TO BE #10 WIRE FOR 120V CIRCUITS. (g) - MMS WITHOUT OVERLOADS. #12 FEEDERS SHOWN AND OVER 100FT. LONG TO BE #10 WIRE FOR 277V CIRCUITS. (h) - CONNECT VIA STARTER IN MCC (BY DIV. 16) (i) - CONNECT VIA HOOD CONTROL SYSTEM. ABBREVIATIONS: N.F. = NON-FUSED MCP = MOTOR CIRCUIT PROT. W/ COMB. STARTER I = NEMA I ENCLOSURE (j) - CONNECT VIA STARTER FURNISHED WITH EQUIPMENT. MMS = MAN. MTR. STARTER SW. W/ 0. L. AND PILOT 3R = NEMA 3R ENCLOSURE (k) - INSTALL AND CONNECT CONTROL SWITCHES FURNISHED WITH EQUIP. VFD = VARIABLE FREQ. DRIVE UNIT. 4SS = NEMA 4 W.P. STAINLESS STEEL ENCL. Y GENERAL NOTES 1) REFER TO SHEET EO FOR GENERAL NOTES. 2) REFER TO SPECIFICATIONS. 3) ALL WIRING AND CONDUIT SHALL BE 2f12, 1f12G, IN 1/2'C, UNLESS OTHERWISE NOTED. 4) FOR ADDITIONAL GROUNDING OF OTHER SYSTEMS, PROVIDE IN ACCORDANCE TO NEC 250.94, 2014 EDITION. 5) DESIGN COMPLIES WITH SECTIONS C405.7.3.1 FOR VOLTAGE DROP OF FEEDERS AND FBC C405.7.321 FOR BRANCH CIRCUITS OF THE FBCEC. 6) ELECTRICAL CONTRACTOR SHALL PROVIDE OPERATING AND MAINTENANCE MANUALS IN ACCORDANCE TO SECTION C405.7.4.2 OF THE FBCEC. UNNUMBERED NOTES APPLY TO THIS SCHEDULE IN A GENERAL SENSE. NUMBERED NOTES APPLY TO A SPECIFIC CIRCUMSTANCE WHERE INDICATED AND TAKE PRECEDENCE OVER UNNUMBERED NOTES WHERE A CONFLICT EXISTS BETWEEN THE M. AMPACITY VALUES ARE BASED ON 2014 NEC TABLE 310.15 USING COPPER CONDUCTORS WITH 75 DEGREE C INSULATION IN A MAXIMUM AMBIENT OF 30 DEGREES C. CONDUIT SIZES ARE BASED ON 2014 NEC CHAPTER 9, TABLES 4 AND 5, AND THE USE OF CONDUCTORS WITH TYPE THWN INSULATION. GROUNDING EQUIPMENT CONDUCTOR SIZES ARE BASED ON 2014 NEC TABLE 250-122 USING THE AMPACITY VALUE SHOWN. ALL CONDUCTOR SIZES SHOWN ARE THE MINIMUM ACCEPTABLE SIZE TO SATISFY AMPACITY REQUIREMENTS. SIZES OF CONDUCTORS AND RACEWAYS SHALL BE INCREASED TO COMPENSATE FOR VOLTAGE DROP AND INSULATION SCCR WHERE NECESSARY. VERIFY THAT ALL MATERIALS ACTUALLY USED MATCH DIMENSIONS, CAPACITIES, ETC ... OF ALL ASSUMED VALUES AND MAKE ANY NECESSARY ADJUSTMENTS BEFORE USING THIS SCHEDULE. POWER RISER NOTES: O1 BRANCH PANELBOARDS. SEE PANEL SCHEDULES FOR REQUIREMENTS. O2 LABEL PANELBOARDS TO DESIGNATION AS SHOWN ON DRAWING. O SURGE SUPPRESSION DEVICE ® REFER TO FEEDER SCHEDULE THIS SHEET. O5 CONNECT GROUND SYSTEM TO CONCRETE ENCASED ELECTRODE (BUILDING STEEL) © 3-1/2-C - METERING WIRES BY POWER CO. O PROVIDE LAMINATED SIGN TO READ "MAIN SERVICE DISCONNECT" ® 500kVA SERVICE TRANSFORMER WITH 120/208V, 3PH, 4W SECONDARY AND SOLIDLY GROUND NEUTRAL PROVIDE ALL EQUIPMENT, MATERIAL AND LABOR REQUIRED BY POWER COMPANY. O9 CEILING MOUNT OCC SENSOR TO COMPLY WITH FBC 405.2.2.2 FOR OCCUPANCY SENSOR LIGHTING CONTROL 1O MECHANICAL EQUIPMENT: FOR CONDUIT, WIRE AND DISCONNECT SWITCH SIZES, SEE EQUIPMENT FIXTURE SCHEDULE ON SHEET E-6. CEILING MOUNT AUTOMATIC DAYLIGHT CONTROL SENSOR TO COMPLY WITH FBC 11 405.2.2.3.2 FOR LIGHTING CONTROL SENSOR TO PROVIDE DIMMING SO THAT THE GENERAL LIGHTING IS NO GREATER THAN 35% OF ITS RATED POWER DURING DAYLIT ILLUMINANCE. PO -60 PO -5 PO - L-4 EWC (p GFI F F F F 1' 333 3 ` 3111'3 1 PO -14 PO -2 PO -2 PO -2 POWER/DATA FLOORBOXPO-20 I 1 li I PO -4 IN i CEILING MOUNT RECEPTACLE (TYP.) PO -11 �1 F I i F F PO -6 1� PO -4 I e Ii 1 I PO -20 PO -2 PO -2 PO -2 ! i F PO -16 F PO -2 F OPO -18 PO -2 o 11 POWER/DATA FLOORBOX Em REC PO -11 F PO -2 F OPO -4 PO -2 PO -4 F �7 MARKUPS # DATE BY 155UF T1 05-07-18 J5V I PER MARK L■mss®■ 'i • PO -7: 9 -20PO-1 1 ` 10 `,`��►rii►►►►iii M Po PO -11 ; ; No.55428 C PO -1 ST 0 PO -11 1�►►►it��t��s�� F PO -2 DRAWN BY DATE PO EDJ 02-09-18�REC CHECKED BY DATE RMB 05-10-18 F 5CALE ® PO -2 O JOB NUMBER PO -22 OPO -4 2035 POWER RISER DIAGRAM AND DETAILS KINEIIART 55 ASSOCIATES LLC 1451 RINEIART ROAD, 5ANF0RD, FL 32771 N�*Ln LU (nz� (nor � QO Z Lu �Zm CD �U UCD NzU w oz > <cV Q z0 >>-6 Oo�'o Z U 6? Z -O 0 v- N.T.S. OFFICE ELECTRICAL PLAN SCALE: 1 /4" = 1'-0" 5HEET E-6 4 = z W r0 g 0-/ �z� 4<� so uSRmFa> Zs 22y,,u W 8J"' o� ..Q WWWo Dry �y K�=u 1, ens oo 02. o > S=o -'Ag -F"2 6 Hb FM6286 :D tg� gig � mF H. C'1 ZZ In O �_apu7�uy1�N U NO.. 'O V0FR ��Lu N.T.S. OFFICE ELECTRICAL PLAN SCALE: 1 /4" = 1'-0" 5HEET E-6 4 VOLTS L -N : 120 MAIN OPTIONS REQUIRED PANEL: MDP 595 NEC DEMAND: 1195 AIC RATING 65 KA ENCLOSURE DATA VOLTS PH.: 208 AMPS S.E. RATED: N/A DESCRIPTION MCB : 1200 AMPS CONN FULLY RATED AMPS I POLES NEMA: 1 PHASE : 3 AMPS GFI PROT.: N/A 20 10 MLO: LIGHTS 1200 AMPS TYPE (MINIMUM, SEE SPECIFICATIONS) SECTIONS: 1 MOUNTING: SURFACE SHUNT TRIP: YES 1 2 1 20 12 20 10 DOOR WIDTWSECT.: 30 MFR : SO.D or equal 1200 100% RATED MAIN BREAKER. 3 4 1 20 6 1 DEPTH: 30.00 TYPE: QED 5 5 46 12 46 45 2 =__ __= 7 8 1 20 10 LIGHTS LIGHTS 1200 1 AHU-12 ELEV PIT. ** 16 5 16 20 1 5 DESCRIPTION LOAD LOAD AMPS AMPS AMPS C.B. C.B. CKT. CKT. C.B. C.B. AMPS AMPS AMPS DESCRIPTION LOAD LOAD CONN I YPF_ 1 AMPS NULLS NUM. NUM. PULLS AMPS 5 STAIR LTS 1200 1 ;` 10 20 CUNN I YPL PNL 1A 325 14 325 za 400 3 1 2 3 250 115 12 , ELEV #1 ** 115 8 325 14 325 ___ _-- 3 4 =__ __= 1200 115 1 ___= 115 8 17 18 1 n 46 ==_= 46 12 STOR LTS 1200 1 10''''. 20 1 1 13 14 2 60 325 14 325 = _= 5 6 = –= - 15 115 =___= 115 8 PNL 2A 279 14 279 ��.-; K 400 3 7 8 3 1 0 18 2 SPACE SPACE 22 – 279 14 M ° 279 __ _— 9 10 =-- 26 1 0 0 :. SPACE 1 20 12 22 -- 279 14 279 =_ __= 11 12 =__ -- =__ __= 0 SPACE 12 22 PNL 3A 293 14 293 x= . 400 3 13 14 3 250 115 46 12 ELEV #2 ** 115 8 _--- 293 14 y ; 293 ___ ___ 15 16 2 60 22 115 " –___= 115 8 293 14293 5 5 20 =– __= 17 18 =__ — sF» :,': 46 115 =___= 115 8 PNL MP 439 14 439 600 3 19 20 3 60 0 ,� .. 46 SPD RECEPTS 5 439 14 439' __ _= 21 22 =_ ___ 40 1 0 12 =__= 5 5 439 14 439 =– = 23 24 =__ AHU-7 46 12 0 6 2 9 _ 20 5 PNL PO 80 14 80 200 3 25 26 1 46 0 LUGS AS INDICATED, NOT APPLICABLE IF BLANK SPACE 45 22 -- 80 14 80___ °..80.... =__ --- 27 28 1 26 GOLF CART 0 5:a 12 30 SPACE 33 22 = 80 14 °s;' -- -- 29 �3O0 12 0 =__= 26 SPACE AMPS KVA 314 : AMPS PHASE A ACTUAL CONN. LOAD: 279 100 268 : AMPS PHASE B NEC DEMAND: 279 100 254 : AMPS PHASE C 22 15 26 45 2 2 SITE LTS 1000 1 ° ' 8 20 1 35 36 =_ -- 15 Dar 46 == 3 12 26 3 0 y:. 39 40 =__ ___ _ 26 0 46 -- SITE LTS 1000 --= 1 0 38 2 60 46 41 42 2 45 26 CU -22 26 15 46 44 m _= 15 26 1649 : AMPS PHASE A 1647 : AMPS PHASE B 1647 : AMPS PHASE C ** PROVIDE LOCKING TYPE BREAKER AMPS KVA ACTUAL CONN. LOAD: 1652 595 NEC DEMAND: 1195 430 VOLTS L -N : 120 MAIN OPTIONS REQUIRED PANEL: 1A AIC RATING 14 KA ENCLOSURE DATA VOLTS PH.: 208 S.E. RATED: N/A MCB : AMPS FULLY RATED OR SERIES RATED NEMA: 1 PHASE: 3 GFI PROT.: N/A MLO: 400 AMPS (MINIMUM, SEE SPECIFICATIONS) SECTIONS: 1 MOUNTING: SURFACE SHUNT TRIP: YES WIDTH/SECT.: 26 MFR: SO.D or equal DEPTH: 6.00 TYPE : SQ.D DESCRIPTION LOADI LOAD AMPS AMPS AMPS C.B. I C.B. CKT. CKT. C.B. I C.B. AMPS AMPS AMPS DESCRIPTION LOAD LOAD AHU-10 CONN TYPE AMPS I POLES NUM. NUM. POLESI AMPS 2 1 20 10 LIGHTS LIGHTS 1200 CONN TYPE STOR LTS 1200 1 10; •„ , 20 1 1 2 1 20 12 20 10 DOOR 12 5 STOR LTS 1200 1,', 10 20 1 3 4 1 20 6 1 5 10 EF 4 5 5 46 12 46 45 2 =__ __= 7 8 1 20 10 LIGHTS LIGHTS 1200 1 AHU-12 ELEV PIT. ** 16 5 16 20 1 5 6 1 20 10 1 20 5 RECEPTS 3 2 STAIR LTS 1200 1 10 , : 20 1 7 8 1 20 12 20 8 DOOR 12 5 STAIR LTS 1200 1 ;` 10 20 1 9 10 2 60 14 1 46 RECEPTS AHU 2 46 12 46 12 , 46 12 ___ __= 15 16 1 20 9 RECEPTS 6 2 AHU-14 STOR LTS 1200 1 10 20 1 11 12 2 17 18 1 20 46 ==_= 46 12 STOR LTS 1200 1 10''''. 20 1 1 13 14 2 60 46 1 RECEPTS 6 AHU-3 46 12 STOR LTS 1200 1 10 20 1 15 16 =__ _. ; 46 2 =__= 46 12 RECEPTS 5 2;y 8 20 1 17 18 2 60 SPACE 22 46 AHU 4 46 12 46 60 2 25 26 1 0 2 SPACE 22 1 20 12 46 12 5 46 EXTER LTS 500 1 4 20 1 19 20 =__ __= 46 :: 12 –___= 46 12 2 29 30 1 26 0 SPACE 22 ____= 46 12 46 12 =__ __= EXTER LTS 500 1 4 w' 20 1 21 22 2 60 22 46 0 AHU-5 46 12 TTB 5 5 5 20 1 23 24 =__ _ 34 sF» :,': 46 ____= 46 12 RECEPTS 5 2 8 w °. 20 1 25 26 2 60 46 1 1 AH U-6 46 12 RECEPTS 5 2 8 20 1 27 28 =_ -- 26 46 39 40 1 46 12 FACP ** 5 5 ° ,_ 5 20 1 29 30 2 60 1 41 46 AHU-7 46 12 RECEPTS 6 2 9 _ 20 1 31 32 –_ = 46 1 0 SPACE __= 46 12 LUGS AS INDICATED, NOT APPLICABLE IF BLANK 45 2 0 34 0 =__ 26 ___ CU -20 26 GOLF CART 12 5:a 12 30 1 33 34 2 60 =__ 46 36 AHU 8 46 12 0 =__= 26 15 AMPS KVA 314 : AMPS PHASE A ACTUAL CONN. LOAD: 279 100 268 : AMPS PHASE B NEC DEMAND: 279 100 254 : AMPS PHASE C 26 15 26 45 2 37 SITE LTS 1000 1 ° ' 8 20 1 35 36 =_ -- 15 k. �y 46 == 46 12 26 , __= 39 40 =__ ___ _ 26 , AHU-9 46 12 SITE LTS 1000 i 8 ,.: 20 1 37 38 2 60 46 41 42 2 45 26 CU -22 26 15 46 44 m _= 15 26 ELEV CAB ** 20 5';; 20 30 1 39 40 =_ _ – F ; 46 12 =__= 26 15 RECEPTS 5 2 8 20 LLL�–_ 45 46 ELEV CAB ** 20 1 5 y. 20 30 1 41 42 1 15 w ,,fr.: 0 SPACE BLANK 26 22 SUBFEED C.B. OR FEED -THROUGH LUGS AS INDICATED, NOT APPLICABLE IF 45 2 p av: 3 3 0' === === _ 26 ==== 0 =__ --_ x 0 26 15 26 AMPS KVA 313 : AMPS PHASE A ACTUAL CONN. LOAD: 325 117 355 : AMPS PHASE B NEC DEMAND: 325 117 306 : AMPS PHASE C ** PROVIDE RED LOCKING BREAKER A i VOLTS L -N : 120 MAIN OPTIONS REQUIRED PANEL: 2A AIC RATING 14 KA ENCLOSURE DATA VOLTS PH.: 208 S.E. RATED: N/A MCB : AMPS FULLY RATED OR SERIES RATED NEMA : 1 PHASE : 3 GFI PROT.: N/A MLO: 400 AMPS (MINIMUM, SEE SPECIF CATIONS) SECTIONS : 1 MOUNTING: SURFACE SHUNT TRIP: YES WIDTH/SECT.. 26 MFR : SO.D or equal DEPTH: 6.00 TYPE: SO.D DESCRIPTION LOAD CONN LOAD TYPE AMPS AMPS AMPS C.B. AMPS C.B. POLES CKT. NUM. CKT. C.B. NUM. POLES C.B. AMPS AMPS AMPS AMPS DESCRIPTION LOAD CONN LOAD TYPE AHU-10 46 12 46 CU -1 31 60 2 1 2 1 20 10 LIGHTS LIGHTS 1200 1 2 46 12 PREVIOUS SCAB 46 t=__ =__ __= 3 4 1 20 10 LIGHTS 1200 1 AHU-11 46 12 4 =__ 46 60 2 5 6 1 20 10 LIGHTS 1200 1 15 46 12 46 45 2 =__ __= 7 8 1 20 10 LIGHTS LIGHTS 1200 1 AHU-12 46 12 26 46 26 60 2 9 10 1 20 10 LIGHTS 1200 1 26 46 12 ==== 26 46 ___ __= 11 12 1 20 8 LIGHTS 1000 1 AHU-13 46 12 46 j 26 60 2 13 14 1 20 9 RECEPTS RECEPTS 6 2 0.2726 46 12 __= 46 12 ___ __= 15 16 1 20 9 RECEPTS 6 2 AHU-14 46 12 26 VOLTAGE(L-L) I a 46 60 2 17 18 1 20 6 RECEPTS 4 2 MULTIPLIER: 46 12 46 RECEPTS 26 =__ 19 20 1 20 9 1 RECEPTS 6 2 AHU-15 46 12 12 46 60 2 21 22 1 20 9 RECEPTS 6 2 ----- 46 12 46 46 =__ __= 23 24 1 __= 0 SPACE 22 AHU 16 46 12 46 46 60 2 25 26 1 0 2 SPACE 22 1 20 12 46 12 5 46 =__ __= 27 28 1 0 SPACE 22 AHU-17 46 12 12 46 60 2 29 30 1 26 0 SPACE 22 ____= 46 12 46 12 =__ __= 31 32 1 0 SPACE 22 SPACE 26 22 1 20 5 0 5 1 33 34 1 22 0 SPACE 22 SPACE 1 22 34 0 SPACE 1 35 36 1 26 0 SPACE 22 SPACE 1 22 0 36 1 0 1 37 38 1 0 =__= SPACE 22 SPACE 26 22 1 0 26 1 39 40 1 22 0 SPACE 22 SPACE 0 22 26 0 39 1 41 42 1 0 SPACE 22 SUBFEED C.B. OR FEED -THROUGH 32 LUGS AS INDICATED, NOT APPLICABLE IF BLANK 0 1 41 3 1 0 SPACE 3 22 0 LUGS AS INDICATED, NOT APPLICABLE IF BLANK 45 2 0 34 0 =__ 26 ___ CU -20 26 0 SPACE 26 15 0 =__ =__ 35 36 ___ ___ 0 =__= 26 15 AMPS KVA 314 : AMPS PHASE A ACTUAL CONN. LOAD: 279 100 268 : AMPS PHASE B NEC DEMAND: 279 100 254 : AMPS PHASE C VOLTS L -N : 120 MAIN OPTIONS REQUIRED PANEL: 3A AIC RATING 14 KA ENCLOSURE DATA VOLTS PH.: 208 S.E. RATED: N/A MCB : AMPS FULLY RATED OR SERIES RATED NEMA: 1 PHASE : 3 GFI PROT.: N/A MLO: 400 AMPS (MINIMUM, SEE SPECIFICATIONS) SECTIONS: 1 MOUNTING: SURFACE SHUNT TRIP: YES WIDTWSECT.: 26 MFR: SQ.D or equal DEPTH: 6.00 TYPE : SQ.D DESCRIPTION LOAD CONN LOAD TYPE AMPS AMPS AMPS C.B. AMPS C.B. POLES CKT. NUM. CKT. NUM. C.B. C.B. AMPS AMPS AMPS POLES AMPS DESCRIPTION LOAD CONN LOAD TYPE AHU-18 46 12 46 CU -1 31 60 2 1 2 1 20 10 LIGHTS 1200 1 2 46 12 PREVIOUS SCAB 46 t=__ 26 __= 3 4 1 20 10 LIGHTS 1200 1 AHU-19 46 12 4 =__ 46 60 2 5 6 1 20 10 LIGHTS 1200 1 15 46 12 46 45 2 =__ __= 7 8 1 20 10 LIGHTS 1200 1 AHU-20 46 12 26 46 26 60 2 9 10 1 20 10 LIGHTS 1200 1 26 46 12 ==== 26 46 === === 11 12 1 20 8 LIGHTS 1000 1 AHU-21 46 12 46 FED FROM: 26 60 2 13 14 1 20 9 RECEPTS 6 2 0.2726 46 12 __= 46 12 =__ __= 15 16 1 20 9 RECEPTS 6 2 AHU-22 46 12 26 VOLTAGE(L-L) I a 46 60 2 17 18 1 20 6 RECEPTS 4 2 MULTIPLIER: 46 12 46 RECEPTS 26 =__ __= 19 20 1 20 9 RECEPTS 6 2 AHU 23 46 12 26 46 =__= 60 2 21 22 1 20 9 RECEPTS 6 2 45 46 12 18 2 46 ___ __= 23 24 1 20 i2 BUILD SIGN 2 5 AHU-24 46 12 46 ___ __= 60 2 25 26 1 20 12 BUILD SIGN 12 5 _=_= 46 12 26 46 =__ __= 27 28 1 20 12 BUILD SIGN 12 5 AHU-25 46 12 CU -17 26 46 60 1 2 29 30 1 20 12 BUILD SIGN 12 5 23 46 12 46 =-- ===31 26 32 1 20 5 TC 1 5 5 SPACE 22 2 0 26 2 1 33 34 1 0 SPACE 26 22 SPACE 26 22 26 0 1 1 35 36 1 0 SPACE 22 SPACE =__= 22 0 CU -8 26 15 1 3738 26 1 0 SPACE 29 22 SPACE 45 22 0 CU -19 26 1 39 40 1 0 SPACE 22 SPACE __= 22 32 =__ 0 26 1 41 42 1 0 SPACE CU -9 22 SUBFEED C.B. OR FEED -THROUGH LUGS AS INDICATED, NOT APPLICABLE IF BLANK 45 2 0 34 0 AMPS KVA 331 : AMPS PHASE A ACTUAL CONN. LOAD: 296 107 280 : AMPS PHASE B NEC DEMAND: 293 105 278 : AMPS PHASE C VOLTS L -N : 120 MAIN OPTIONS REQUIRED PANEL: MP AIC RATING 14 KA ENCLOSURE DATA VOLTS PH.: 208 S.E. RATED: N/A MCB : AMPS FULLY RATED OR SERIES RATED NEMA: 1 PHASE : 3 GFI PROT.: N/A MLO: 600 AMPS (MINIMUM, SEE SPECIFICATIONS) SECTIONS: 1 MOUNTING : SURFACE SHUNT TRIP: N/A WIDTH/SECT.: 20 MFR : SO.D DEPTH: 6.00 TYPE : NO DESCRIPTION LOAD CONN LOAD TYPE AMPS AMPS AMPS C.B. AMPS C.B. POLES CKT. NUM. CKT. NUM. C.B. POLES C.B. AMPS AMPS AMPS AMPS DESCRIPTION LOAD CONN LOAD TYPE CU -1 31 15 31 FEEDER SIZE : SHORT CRCUrT : SCA 50 2 1 2 2 45 26 PREVIOUS SCAB CU -12 26 15 MICRO 31 15 FEEDER SIZE 31 0.8801 =__ __= 3 4 =__ ___ 1 26 12782 SCA =__= 26 15 CU -2 26 15 _ LENGTH OF FEEDER Y" 26 45 2 5 6 2 45 0.5150 ,aa MAGNETIC CONDUIT 26 CU -13 26 15 AHU-1 26 15 26 FED FROM : === === 7 8 === === 26 FACTOR: 0.3069 ==== 26 15 CU -3 26 15 MAGNETIC CONDUIT 26 SCA 45 2 9 10 2 45 FED FROM: 26 VOLTAGE (L -L) : CU -14 26 15 RECEPTS 26 15 FACTOR: 0.2726 26 =__ __= 11 12 =__ ___ SHORT CIRCUM : - 26 ___= 26 15 CU -4 26 15 26 VOLTAGE(L-L) I a PREVIOUS SCA : 45 2 13 14 2 45 26 FEEDER SIZE.,,,,, MULTIPLIER: CU -15 26 15 RECEPTS 26 15 SCA 26 TOTAL SCA: ___ __= 15 16 =__ ___ 26 =__= 26 15 CU -5 26 15 26 45 2 17 18 2 45 26 CU -16 26 15 SPARE 26 15 26 ___ __= 19 20 =__ __= 26 ; =__= 26 15 CU -6 26 15 26 45 2 21 22 2 45 26 CU -17 26 15 SPACE 26 15 26 =__ __= 23 24 =__ ___ 26 =__= 26 15 CU -7 26 15 26 45 2 25 26 2 45 26 CU -18 26 15 SPACE 26 15 26 =__ __= 27 28 =__ ___ 26 =__= 26 15 CU -8 26 15 26 45 2 29 30 2 45 26 CU -19 26 15 SPACE 26 15 26 ___ __= 31 32 =__ __= 26 ____ 26 15 CU -9 26 15 26 45 2 33 34 2 45 26 "SPACE CU -20 26 15 SPACE 26 15 26 =__ __= 35 36 =__ ___ 26 =__= 26 15 CU -10 26 15 26 45 2 37 38 2 45 26 CU -21 26 15 SPACE 26 15 26 ___ __= 39 40 =__ ___ _ 26 ___= 26 15 CU -11 26 15 26 45 2 41 42 2 45 26 CU -22 26 15 SUBFEED C.B. OR FEED -THROUGH 26 15 26 IF BLANK =__ __= 43 44 =__ __= 26 =__= 26 15 RECEPTS 5 2 8 20 1 45 46 2 45 26 CU -23 26 15 CU -25 26 -15 26 45 2 47 48 === === 26 ==== 26 15 26 15 26 =__ === 49 50 2 45 26 CU -24 26 15 SPACE 22 0 1 51 52 =__ ___ 26 =__= 26 15 SPACE-- 22 0 1 53 54 1 0 SPACE 22 SUBFEED C.B. OR FEED -THROUGH LUGS AS INDICATED, NOT APPLICABLE IF BLANK 0 3 3 0 0 =__ __= 0 0 =_ 0 AMPS KVA 473 : AMPS PHASE A ACTUAL CONN. LOAD: 439 158 429 : AMPS PHASE B NEC DEMAND: 439 158 416 : AMPS PHASE C VOLTS L -N : 120 MAIN OPTIONS REQUIRED PANEL: PO AIC RATING 10 KA ENCLOSURE DATA VOLTS PH.: 208 S.E. RATED: N/A MCB : AMPS FULLY RATED OR SERIES RATED NEMA: 1 PHASE : 3 GFI PROT.: N/A MLO: 200 AMPS (MINIMUM, SEE SPECIFICATIONS) SECTIONS: 1 MOUNTING: SURFACE SHUNT TRIP: YES WIDTH/SECT.: 26 MFR : SQ.D or equal DEPTH: 6.00 TYPE : SQ. D DESCRIPTION LOAD CONN LOAD TYPE AMPS AMPS AMPS C.B. AMPS C.B. POLES CKT. NUM. CKT. NUM. C.B. POLES C.B. AMPS AMPS AMPS AMPS DESCRIPTION LOAD CONN LOAD TYPE REFRIG 12 5 12 FEEDER SIZE : SHORT CRCUrT : SCA 20 1 1 2 1 20 13 PREVIOUS SCAB LIGHTS 1500 1 MICRO 12 5 FEEDER SIZE 12 0.8801 20 1 3 1 4 1 20 1 9 12782 SCA IRECEPTS 6 2 EWC 6 6 _ LENGTH OF FEEDER Y" 6 20 1 5 6 1 20 0.5150 ,aa MAGNETIC CONDUIT 9 RECEPTS 6 2 AHU-1 46 12 46 FED FROM : 60 2 7 8 1 20 0 FACTOR: 0.3069 SPARE MULTIPLIER: 21 NO. OF RUNS 46 12 MAGNETIC CONDUIT 46 SCA ___ __= 9 10 1 20 FED FROM: 13 VOLTAGE (L -L) : LIGHTS 1500 1 RECEPTS 3 2 FACTOR: 0.2726 5 20 1 11 12 1 20 SHORT CIRCUM : - 0 SPARE 11413 SCA 21 RECEPTS 4 2 6 VOLTAGE(L-L) I a PREVIOUS SCA : 20 1 13 14 1 20 12 FEEDER SIZE.,,,,, MULTIPLIER: SHOW WIND 12 5 RECEPTS 4 2 SCA 6 TOTAL SCA: 20 1 15 16 1 20 12 SHOW WIND 12 5 SPARE 21 0 20 1 17 18 1 20 12 SHOW WIND 12 5 SPARE 21 0 20 1 19 20 1 20 8 ; LIGHTS 1000 1 SPARE 21 0 20 1 21 22 1 20 12 SHOW WIND 12 5 SPACE 22 0 1 23 24 1 20 12 SHOW WIND 12 5 SPACE 22 0 1 25 26 1 0 SPACE 22 SPACE 22 0 1 27 28 1 0 SPACE 22 SPACE 22 0 1 29 30 1 0 SPACE 22 SPACE 22 0 1 31 32 1 0 ISPACE 22 SPACE 22 0 1 33 34 1 0 "SPACE 22 SPACE 22 0 1 35 36 1 0 SPACE 22 SPACE 22 0 1 37 38 1 0 SPACE 22 SPACE 22 0 1 39 40 1 0 SPACE 22 SPACE 22 0 1 41 42 1 0 SPACE 22 SUBFEED C.B. OR FEED -THROUGH LUGS AS INDICATED, NOT APPLICABLE IF BLANK 0 3 3 0 0 AMPS KVA 97 : AMPS PHASE A ACTUAL CONN. LOAD: 83 30 110 : AMPS PHASE B NEC DEMAND: 80 29 44 : AMPS PHASE C SHORT CIRCUIT AMPACITY STUDY FOR: FLAGSHIP SELF STORAGE -EXTRA STORAGE DATE 05/24/18 POWER COMPANY TRANSFORMER SCA KVA m o- XFMR FLA: 416.37 AMPS X/R 2 XFMR SEC. SCA : SCA %Z (IMPEDANCE) nfi ' VOLTAGE(L-N) i VOLTAGE(L-L) . FACTOR: 0.1554 MAIN SERVICE ENTRANCE SCA CT CAB : WIRE CONSTANT: 21390 VOLTAGE(L-L) FACTOR: 0.3039 LENGTH OF FEEDER 'q" ` {, MULTIPLIER: 0.7669 _ __ FEEDER MATERIAL: ` MOTOR CONT. (AMPS) : << FEEDER SIZE : SHORT CRCUrT : SCA NO. OF RUNS: r TOTAL SCA: 15967 SCA MAGNETIC CONDUIT: ° PANEL SHORT CIRCUIT AMPACITY o PANEL NAME FED FROM 4 VOLTAGE(L-L) PREVIOUS SCA: LENGTH OF FEEDER: _ WIRE CONSTANT: 21390 FEEDER MATERIAL: FACTOR: 0.1554 FEEDER SIZE: _, . MULTIPLIER: 0.8655 NO. OF RUNS MOTOR CONT. (AMPS) ` " MAGNETIC CONDUrr SHORT CIRCUrr . SCA g SH TOTAL SCA: 14524 SCA PANEL SHORT CIRCUIT AMPACITY o" -m PANEL NAME FED FROM :r VOLTAGE (L -L) PREVIOUS SCAB LENGTH OF FEEDER 0 : WIRE CONSTANT: 22185 28 FEEDER MATERIAL ii FACTOR: 0.1363 FEEDER SIZE MULTIPLIER: 0.8801 NO. OF RUNS L MOTOR CONT. (AMPS) ' MAGNETIC CONDUIT SHORT CIRCUIT : SCA TOTAL SCA: 12782 SCA PANEL SHORT CIRCUIT AMPACITY PANEL NAME FED FROM:k VOLTAGE(L-L) PREVIOUS SCA _ LENGTH OF FEEDER Y" WIRE CONSTANT: 12843 FEEDER MATERIAL FACTOR: 0.9417 FEEDER SIZE NO. OF RUNS MULTIPLIER MOTOR CONT. (AMPS). 0.5150 ,aa MAGNETIC CONDUIT SHORT CIRCUIT: SCA TOTAL SCA: 7480 SCA PANEL SHORT CIRCUIT AMPACITY PANEL NAME FED FROM : VOLTAGE (L -L) PREVIOUS SCA: LENGTH OF FEEDER: " WIRE CONSTANT: 19703 FEEDER MATERIAL: ` FACTOR: 0.3069 FEEDER SIVE: = MULTIPLIER: 0.7652 NO. OF RUNS MOTOR CONT. (AMPS) MAGNETIC CONDUIT SHORT CIRCUIT: SCA TOTAL SCA : 11113 SCA PANEL SHORT CIRCUIT AMPACITY PANEL NAME : FED FROM: VOLTAGE (L -L) : PREVIOUS SCA LENGTH OF FEEDER:' ° WIRE CONSTANT : 22185 FEEDER MATERIAL: FACTOR: 0.2726 FEEDER SIZE: ,. MULTIPLIER: 0.7858 NO. OF RUNS MOTOR CONT. (AMPS) MAGNETIC CONDUrr SHORT CIRCUM : SCA TOTAL SCA : 11413 SCA PANEL SHORT CIRCUIT AMPACITY PANEL NAME:,. FED FROM: VOLTAGE(L-L) I a PREVIOUS SCA : = LENGTH OF FEEDER WIRE CONSTANT : 22185 FEEDER MATERIAL FACTOR: 0.4088 FEEDER SIZE.,,,,, MULTIPLIER: 0.7098 NO. OF RUNS MOTOR CONT. (AMPS) MAGNETIC CONDUIT YAW SHORT CIRCUIT . SCA TOTAL SCA: 10309 SCA MARKUPS REVISIONS PANEL SCHEDULES KINEHAKT 55 A550CIATE5 LLC 1451 KINDIAKT ROAD, 5ANFOKD, FL 32771 I 5 Z cm ju �o U CD 6 U LU > �o Q O Z >3m O0� z Um z _o 000 v - U J o J w U em mgt rz rv� ": Y O'W z 2 lu .. 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