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HomeMy WebLinkAboutCONSTRUCTION PLANS© 2016 LEESBURG CONCRETE MORPORATED CJ-650 LOGAN WET 10'-8" x 101-8"x 9'-2" BUILDING CUSTOMER: 5400 NE ST. JAMES DR. PORT ST. LUCIE, FLORIDA 34983 MANUFACTURER: LEESBURG CONCRETE INC 1335 THOMAS AVE, LEESBURG FL 34748 1-800-882-4177 Fax:352-787-7935 LEGEND DENOTES SECTION OR ELEVATION NO. DENOTES SHEET NO. L1 DENOTES ITEM NO. H1.01 DENOTES PAGE REF. NO. HARDWARE- DENOTES USAGE DESIGNATION. <)- DENOTES ELEVATION ABBREVIATIONS P.D. = PANEL DIMENSIONS R.0 = ROUGH OPENING M.O. = MASONRY OPENING B.I.F. = BOTOM IN FORM T.I.F. = TOP IN FORM TYP. = TYPICAL BAR MARKS BAR SIZE INCH LENGTH FOOT LENGTH EXAMPLE: 41206 (#4 12'-6") 1. CODE STANDARD REQUIREMENTS GENERAL NOTES 1.1. 2020 FLORIDA BUILDING CODE 7TH EDITION I. SIGNED AND SEALED PLANS ARE ON FILE WITH THIRD PARTY I.7- 2020 ACCESSIBILITY CODE (FLORIDA 7TH EDITION) AGENCY 1.3. 2020 MECHANICAL. PLUMBING CODE 2. PLAN REVIEW INSPECTION REQUIRED BY CHAPTER 633 F.S. 1.4. 2020 FLORIDA FIRE PREVENTION CODE SHALL BE DONE ON SITE BY LOCAL FIRE SAFETY INSPECTOR 1.5. 2017 NEC 3. FL PRODUCT APPROVAL: 1.6. ASCE 7-16 3.1. DOORS: FL 14482-R7 1.7. ACI318-14 4. REINFORCEMENT TO BE 1 2" CLEAR FROM ALL PERIMETER 1.8. PCI 8TH ED EDGES AND IN CENTER OF THICKNESS UNLESS SHOWN 1.9. STEEL CONSTRUCTION MANUAL OTHERWISE 1.10. FLORIDA ENERGY CODE EXEMPTION 5. WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR MAT 1.11. FBC C101.4.2.4 BUILDINGS (EXEMPTION 92) 2. LOADS 2.1. ROOF LIVE LOAD: 60 PSF 2.2. WIND LOADING 143 MPH (ASD) / 185 MPH (ULTIMATE) 2.3. SEISMIC DESIGN CATEGORY A 3. WIND DESIGN CRITERIA 3.1. RISK CATEGORY HI 3.2. EXPOSURE CATEGORY C 4. MATERIALS 4.1. CONCRETE _ 4.1.1 RELEASE = 2,500 PSI 4.1.2 28 DAY = 5,000 PSI 4.2. REBAR ASTM A615, GRADE 60 4.3. WELDED WIRE FABRIC: GRADE 60 ASTM A185 (WWR W4 X W4 - 3 X 3 ) 5. UTILITY 5.1. CONSTRUCTION TYPE V-B SHEETINDEX ASSEMBLY DRAWINGS Sheet Number Sheet Title CVR COVERSHEET 1.00 NOTES A2.01 ELEVATIONS A3.01 FLOOR PLAN A3.02 ROOF PLAN A3.03 FLOOR PLATE CONNECTIONS A3.04 ROOF PLATE CONNECTIONS A4.01 CROSS SECTION VEIW E1.01 ELECTRICAL PLAN E1.02 ELECTRICAL SCHEDULE A5.01 WELDED CONNECTIONS A6.01 EXISTING FOOTER A6.02 POST TENSIONING INSTRUCTION A6.03 POST TENSIONING EXAMPLE A7.01 SHIPPING DETAILS & WEIGHTS 1-11.01 EMBEDDED HARDWARE 1-11.02 EMBEDDED HARDWARE H1.04 SIKA NOTE: PAGES MAY BE OMITTED IF NOT NEEDED S0*1 coc�000 ��. ;6GG SITE INSTALLED ITEMS (NOT BY LCCI) 1. FOUNDATION SYSTEM 2. MECHANICAL, ELECTRICAL SYSTEMS. 3. FIRE ALARM SYSTEMS 4. GUTTERS AND DOWNSPOUTS ,a tcn"Wt PA Q z Q a � U � z F U I w rn E- w as zcc a ow O X Incn ww CD a s to cc) CM I o x U E-- U d ti E--� a o P. U SCALE AS NOTED ISSUE DATE 06/14/21 i NUMBER/E MARKVR r 2016 LBESBUKU UUNUXb"1b IN(.VKHJKA1hV BUILDING NOTES- WWI:. 1. BUILDING IS DELIVERED WITH INTERIOR FINISHES AND MEP ONLY. FIRE ALARMS AND LOW VOLTAGE0 SYSTEMS AND SO FORTH ARE NOT INCLUDED WITH THE PRECAST CONCRETE SCOPE. 2. EXTERIOR WALL FINISH = TBD, 3. EXTERIOR ROOF =PITCHED ALONG THE LENGHT OF THE BUILDING SMOOTH TROWEL FINISH 4. INTERIOR & EXTERIOR PAINT = LOXON CONDITIONER / PRIMER. FINISH COATS = SUPERPAINT BY SHERWIN WILLIAMS. a. EXT WALL COLOR: - TBD b. EXT TRIM COLOR:- TBD C. INT CEILING COLOR:- TBD d. INT WALL COLOR: - TBD e. CONC ROOF COLOR: - TBD f. CONC FLOOR COLOR: - TBD g. DOOR COLOR - S.W . TBD z Q a F I w a� x U w x za o pqm a ww as � I ti CD a U W � G� O P. U SCALE AS NOTED BUILDRVG DRAWN BY ISSUE DATE 06/14/21 SHEET NUMBER/ PIECE MARK Al. 00 © 2016 LEESBURG CONCRETE INCORPORATED zA. n�. 6'-0" 6'-0" �..� 6'-0" 6'-0" m 8" 10' a" 8" 8" 10' wa 4'-62 v SLOPE 12 12 SLOPE W Z Q3 3p, N 00 I I TI -I I I 07/8" I 04 I I II it ,yam fx of TYEL D OR I O I I ® STEEL DOOR WP2 I I b rn 00 ) I I (3068) I I to I I WP1 I I II � II II � II II II II � II II - II z E- a 11" 3'-0" 2'-1" 3'-4" 1'-4" t � w Q A FRONT ELEVATION A REAR ELEVATION A202 SCALE NTS az02 SCALE NTS E Q 12'-0" 12'-0" 5'-6" 3'-0" 1'-10" 1'-0. 1'-0' 1'-10" 3'-0" 5'-6" 8" C7 z Q 0 I z c� w o o I II I I w I II I rn I I I E- U L8- I I I I sx CD I II I II I � U -100 Ch C7 I I m� m o I 12"X112!' WALL I O W W I I I VENTS NVENT) '� X W W I WP4 (TYP.) I I as o = ww 0 d SMOOTH j j SMOOTH I' I Lo I I I I U o STATE STAMP I I I ICD I I I I E- I II I W I II I co C. U SCALE ` 10 —S AS NOTED DRAWN BY A RIGHT ELEVATION A LEFT ELEVATION , A202 SCALE NTS A2,0Y SCALE NTS [!Mj ENG STAMP II II II I H I I I II I II I I II I II I II I j 12"X 12" ALL j I VENT(SUN NT) WP3 I I (TYP.) I I I I I II d SMOOTH � � SMOOTH I ' �12"X12" WALL I VENT(SUNVENT) I I I �a (TYP.) I m © 2016 LEESBURG CONCRETE INCORPORATED `a V) 1 0' —8" W.z 2'-10" 7'-10" Jv 4" 7'-2" 4' 4'-5" 1 '-6" 4 ®® 2 1 LEFT z WP4 z 0 E= a U W Q I 0 w E- d ca Ll C7 z Q a' RIGHT � E 5'-6" [P3 3'-0" 2'-2" W a w >e za cc ow A FLOOR PLAN � xx o A3.01 SCALE NTS coGo a � to a � � U U � E-� CD f� O P. U SCALE AS NOTED DRAWN BY % E f=A3. ENG STAMP STATE STAMP d- e GFI � i J � W � � � 00 PLUMBING N I I O � � BLOCKOUT ` N � � Q I I I N � HD � o LI- L O W � W N I o I � W O 1 \ co `�� O � U7Q FD I N I t� © 2016 LEESBURG CONCRETE INCORPORATED 1 2'-0" � ru W � W" 8" �V Ml0 LbbSBUKU UU1VCMAb 11V(.UKMJKA•11:U 10'-8" V-0"' 8'-8" J'-0" LEFT WP CD - L°J PLUMBING I I BLOCKOUT I -------------- z-- 00 L°J III 3 I IaJ I I n 0 00 LL_ III J �� FS 1 III I III I III FD I I I� CDr,� ,� r, r WP3 FLOOR PANELS POST TENSIONING, WELD PLATE LAYOUT v I i wLL, z.w J:U z A a � U � z w E-F W E-r v w x za cc ow o ww a � ww o ; as to co coi o CD U W EE-- G>~ O G, U SCALE AS NOTED ` DRAWN BY �vl ISSUE DATE I r 06/14/21 SHEET NUMBER/ PIECE MARK A3.03 © 2016 LEESB URG CONCRETE INCORPORATED La m W; W.Z 1 2'—p„ a z �N o I E- � x w A Q ' tj W F It A �N I z � '� U � z i� F I W E, U w >e z a RIGHT END ROOF PANELS NOTE: WW o� ww ROOF SHOWS � m as POST TENSIONING, WELD PLATE FLAT `� o LAYOUT U U d ti E-� CD � O P. SCALE AS NOTED jII DRAWN BY ISSUE DATE 06/14/21 =A3. ENG STAMP STATE STAMP 9" 10'-6" 9" DEFT o� W P PLUMBING � BL�40UT I I II I L - ---------- --- - --- z I \ I © 2016 LEESBURG CONCRETE INCORPORATED ;Z`tn wow. W1L.iiz O' U.12111 r: z 12'-0" 6'-0" 6'-0" 3„ 6' 4 SLOPE 12 0 E- rJ a I c� U W q CHASE LIGHT LIGHT �I w a r%�ico r� n l 1 o GRAB BAR Do I 42" TYP r- O z Q 4 - F�7 z Ew-E I W E--, U W x za 10'-8" cc u� z I Ln c7 a x ww A LONGITUDINAL SECTION A TRAVERSE SECTION = ww m a a � I p� 02 SCALE NTS A202 SCALE NTS U o 0 STATE STAMP E- L) W E--� o z cz o P. U SCALE AS NOTED 1 1 1� DRAWN BY ISSUE DATE 06/14/21 =A4. ENG STAMP 8" 3'-2" 4" 6'-10" 4"8" ro I LIGHT u PP 1 N � u GF HD r I �n _I © 2016LEESBURG CONCRETE INCORPORATED itl" r 'fin W �� JJ��..w L■Y ��. . LY Z: it o J c, LOAD CENTER z LEFT WP4 z 0 H a. a c.> w A w F d A C7 z Q a_ � z WP3 C E _I w E- U W X za ow co I o ww ko co a In, co I STATE STAMP U W E- o z x o A ELECTRICAL LAYOUT P. U A3.01 SCALE NTS SCALEAS NOTED DRAWN BY ISSUE DATE 06/14/21 SHEET NUMBER/ PIECE MARK E1.01 ENC STAMP e e e e —GIFI � i - O 1 I oe / S o0 v LUl0 LCCJ13 UK(i UUNUI< ;lh IN(_UKMJKN1ED EQUIPMENT CONNECTION SCHEDULE STARTER DISCONNECT LABEL DESCRIPTION H.P. (FLA) CIRCUIT LOCATION VOLTAGE/ PHASE WIRE AND CONDUIT NEMA NEMA NEMA SWITCH NOTES TYPE SIZE BY LOC. ENCL AUX BY LOC. ENCL SIZE HD HAND DRYER 7.9 14 BATHROOM 120WIPH (1) 3/4" C, (2) #12, (1) 012G EF UST FAN 1.17 8 BATHROOMS 12DVl1PH (1) 3/4" C. (2) #12, (1) #12G _ _ MFG UNIT 1 NA 1 NOTES: 1 -MAKE CONNECTION TO MOTOR. STARTER AUX 2 - INSTALL MOTOR STARTER FURNISHED BY MANUFACTURER. A - START -STOP IN COVER. 3 - MAKE CONNECTIONS TO CONTROLS. B - HAND OFF -AUTO IN COVER. 4 - FIELD CONTROL WIRING TO BUILDING AUTOMATION SYSTEM. C - PILOT LIGHT IN COVER. 5 - RUN FEED THRU CONTRACTOR CONTROL FROM FAN SHUTDOWN RELAY. D - AUXILIARY CONTACTS. 6 - FURNISH & INSTALL DUCT SMOKE DETECTORS. E - CONTROL CIRCUIT TRANSFORMER. 7- PROVIDE G.F.1.OUTLET AT UNIT. CIRCUIT TO NEAREST 120V CIRCUIT. F-TWO SPEED MOTOR CONTROL 8 - WIRE THRU T-STAT THEN TO MOTOR. G - KEY OPERATED - UP/DOWN OR OPEN/CLOSE. LIGHTING LEGEND EQUI LAMPS FIXTURE P. SYMBOL DESCRIPTION MANUFACTURER CATALOG NO. QT WAT VOLTA TAG Y. DESC. T GE O LED WALL MOUNTED 12"x48" ENVOY LIGHTING MC-232TBA-UNV-EBT1 2 28W TS 60 120V LIGHT FIXTURE O LED WALL MOUNT LIGHT ENVOY LIGHTING NRG-301-PC 1 50W 60 120V FIXTURE HPS POWER LEGEND SYMBOL DESCRIPTION 9 DUPLEX RECEPTACLE 9GFI GROUND FAULT DUPLEX RECEPTACLE S SINGLE POLE SWITCH M OCCUPANCY SENSOR SWITCH WALL MOUNT TWO -POLE DUAL TECHNOLOGY OCCUPANCY SENSOR. ONE POLE TO OPERATE LIGHT. ONE POLE TO OPERATE EXHAUST FAN. WIRE LEGEND #6 AWG CU SYSTEM BONDING — JUMPER (IF SOURCE OF POWER IS FROM ANOTHER BUILDING WITH A NEUTRAL/GROUND BOND, DO NOT PROVIDE.) GROUNDED PHASE CONDUCTOR IOOA MCB BUILDING DISCONNECT NEUTRAL BUS #6 AWG CU EQUIPMENT BONDING JUMPER GROUND BU'. EXOTHERMIC WELDS LOAD CENTER SYMBOL DESCRIPTION 6 I SURFACE -MOUNTED LOAD CENTER PANEL DESIGNATION: A SERVICE: 100 AMP LOCATION: CHASE MAIN: 100 AMP EQUIPMENT/AREA SERVICED CKT• BRK. AMP CKT # PHASE LOAD VOLT -AMPS CKT. # CKT• BRK. AMP EQUIPMENT/AREA SERVICED A 360 2500 7132 1920 1920 B RESTROOM RECEPTACLE 20 1 2 20 SPARE CHASE RECEPTACLE GFI 20 3 180 1920 4 20 RESTROOM HAND DRYER 6 20 UGHTS SPARE 20 7 360 1920 8 20 EXHAUST FANS SPARE 30 9 10 20 SPARE SPARE 20 11 Ell1920 12 20 SPARE TOTAL PHASE LOAD: TOTAL PANEL LOAD: 6480 137 1/ 240V 13792 57.47 GROUND METAL UNDERGROUND CLAMP WATER PIPE GROUNDING ELECTRODE 96 AWG COPPER GROUNDING ELECTRODE CONDUCTORS 5/8" DIA x 8'-0' COPPER CLAD GROUND ROD ELECTRODES NOTE: ELECTRICAL SERVICE NOT BY LCCI SPECIFICATIONS 1. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE, NFPA 70 - THE NATIONAL ELECTRICAL CODE (NEC) 2017. 2. WIRING SHALL BE IN CONDUIT, MINIMUM SIZE 1/2" OR AS REQUIRED FOR CONDUCTOR NUMBER AND SIZE. USE ELECTRIC METALLIC TUBING. WHERE PVC CONDUIT WILL BE EXPOSED ON EXTERIOR, USE SCHEDULE 80. USE FLEXIBLE CONDUIT FOR FINAL EQUIPMENT CONNECTIONS. 3. CONDUITS AND CABLE PASSING THRU FIRE RATED CONSTRUCTION SHALL NOT LESSEN THE RATING OF THE CONSTRUCTION. CONDUITS PENETRATING EXTERIOR WALLS SHALL BE COMPLETELY WATERTIGHT. 4. SUPPORT CONDUIT AND CABLE DIRECTLY FROM THE BUILDING STRUCTURE AS PER NATIONAL ELECTRIC CODE (NEC) REQUIREMENTS. 5. CONDUCTORS SHALL BE COPPER, MINIMUM SIZE NO. 12 AWG OR AS REQUIRED FOR CIRCUIT. COLOR CODE IN ACCORDANCE WITH THE NEC. CONDUCTOR INSULATION SHALL BE TYPE THHN/THWN. 6. BOXES SHALL BE SHEET STEEL TYPE, SIZED FOR NUMBER OF CONDUCTORS, FITTINGS AND DEVICES IN ACCORDANCE WITH CODE. COORDINATE PLACEMENT OF BOXES IN AND AROUND CASEWORK, KNEE SPACES, LAVATORIES AND OTHER EQUIPMENT TO AVOID CONFUCTS WITH MIRRORS AND OTHER APPURTENANCES, REFER TO ARCHITECTURAL DRAWINGS. LOCATE UGHTING CONTROL SWITCHES ON STRIKE SIDE OF DOOR, FIELD VERIFY FINAL DOOR SWINGS. BOXES CAST IN CONCRETE SHALL BE CAST IN PLACE GRADE BOXES AND SHALL BE CAST FLUSH WITH THE WALL SURFACE. 7. WIRING DEVICES SHALL BE 20 AMPERE, SPECIFICATION GRADE TYPE, COVERPLATES SHALL BE HIGH -IMPACT PLASTIC OR NYLON. FINAL COLOR OF WIRING DEVICES AND COVERPLATES SHALL BE APPROVED BY THE OWNER AND ARCHITECT. 8. OWNER NOTIFY POWER COMPANY AND ARRANGE FOR SERVICE. LABOR AND MATERIALS NOT COVERED BY THE POWER COMPANY SHALL BE PAID BY THE OWNER. 9. PANELBOARDS SHALL HAVE MAXIMUM 20" WIDE LOCAKABLE CABINETS AND COPPER BUS BARS. PANELS SHALL BE FULLY RATED OR HAVE A UL LISTED SERIES CONNECTED RATING OF A MINIMUM 22,000 AIC. IF THE ACTUAL AVAILABLE FAULT CURRENT EXCEEDS THE 22,000, CONTACT ENGINEER OF RECORD IMMEDIATELY FOR DIRECTION ON HOW TO PROCEED. PANEL BOARD SHALL HAVE A MINIMUM 20% SPA CAPACITY UPON COMPLETION OF PROJECT. OBTAIN FAULT CURRENT VERIFICATION LETTER FROM POWER COMPANY AND PROVIDE COPIES TO ARCHITECT, ENGINEER AND LOCAL AUTHORITY HAVING JURISDICTION. 10. OWNER PROVIDE GROUNDING SYSTEM AS PER NEC ARTICLE 250 REQUIREMENTS. 11. FLUORESCENT BALLASTS SHALL BE ELECTRONIC TYPE WITH EQUAL TO OR LESS THAN 20% THD AND A 3 YEAR WARRANTY. FLUORESCENT T5 LAMPS SHALL BE 3500K. 12. OWNER OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED FOR WORK. 13. DRAWINGS INDICATE DESIGN BASED EQUIPMENT. VERIFY EXACT LOCATION, CHARACTERISTICS AND CONFIGURATION OF CONNECTIONS REQUIRED FOR OWNER FURNISHED EQUIPMENT AND EQUIPMENT SPECIFIED UNDER OTHER DIVISIONS. IF ALTERNATE EQUIPMENT IS USED PROVIDE PROPER OVERCURRENT PROTECTION, DEWI AND CIRCUIT REQUIRED. EQUIVALENT EQUIPMENT TO THAT SPECIFIED MAY BE SUBSTITUTED, HOWEVER, THE CONTRACTOR SHALL MAKE ANY ADJUSTMENTS AND CHANGES REQUIRED TO ACCOMMODATE THE SUBSTITUTIONS AT NO COST TO THE OWNER. CONTRACTOR SHALL GUARANTEE EQUIVALENCE OF SUBSTITUTED EQUIPMENT. 14. PROVIDE SHOP DRAWINGS, OPERATIONS AND MAINTENANCE MANUALS AND MAINTAIN RECORD DRAWINGS PER THE REQUIREMENTS OF THE ARCHITECT. SCALE AS NOTED DRAWN BY i ISSUE DATE 06/14/21 SHEET NUMBER/ PIECE MARK E1.02 2016 LEESBURG C:UNC:I EIE 1NCURR)RAlkD WELDED CONNECTIONS 4" - MID PANEL - FLOOR -WALL DETAII, 4" ° N16 3" NON -SHRINK GROUT 3/8" CONT. �— SEALANT BEAD, g EXT, TYP = MID PANEL - �7� WALL -WALL DETAIL 4" Y2' 3" [ - 3 " m .. • WALL DETAIL �T � WALL -WALL DETAIL L DRIP STRIP 3/8" CONT. SEALANT BEAD, EXT, TYP t 4• ,�. - MID PANEL - G ROOF -WALL DETAIL tapered roof DRIP STRIP 3/8" CONT. SEALANT BEAD, EXT, TYP - CORNER PANEL - li ROOF -WALL DETAIL tapered roof 1ou 2016 LEESBURG CONCRETE INCORPORATED WELDED CONNECTIONS FLASHING METAL ROOF CAP MOUND CAULK UP NON -SHRINK P ROOF - PEAK DETAIL gabled roof PX%% STAINLESS STEEL r4'x4*rj• w/(2) a" Mir HAS W/1'-4- BENT REBAR ,DYe E)OMS ' • 4 • m PRECAST ROOF 3�. 45c4'xj• W/(2)'g'OXT HAS 4 W11'A• BENT REBAR tin T PRECAST WALL VARIES P.D. PRECAST EEP' U WALL BEYOND ELEVATION -MID PANEL- Q ROOF -WALL DETAIL gabled roof PRECAST f I I e ROOF n II r PRECAST jL WALL PRECAST a p WALL P. ELEVATION EE LAYOU PRECAST e ROOF • 7' _ a 4'x49.j' WI(2) d•0xT 414'srj• WI(2) g`m.THAs HAS W/i' 4' BENT W1"' BENT REBAR REBAR �e J. �• A PRECAST WALL AA SECTIONW.E -PAR PANEL- vu �WALL LL DETAIL roof 'RECAST VALL PRECAST • ' .. ROOF • o- \ a •4 PLjk4'k4' OO PLj'x4-x4• 4'Wb' W/(2) rOAZ* HAS W11W BENT REBAR 4"xS`Xr WI(2)t0 THAS W/1'4• BENT REBAR 3 n e/ie 3' PRECAST WALL AA SECTION P.D. VARIES EE LAYOU -CORNER PANEL- - PEAK DETAK, gabled roof z Q � z C\2 E--F I w w x za co o� I � o as a x ww o� LasLc,)cc) cc _I O " R' U EC- U v d h E— C) z a o SCALE AS NOTED ISSUE DATE 06/14/21 SHEET NUMBER/ PIECE MARK A5.02 MIO LbESBU U C:UNC HbIb iNCJURPURAMD FOUNDATION REQUIREMENTS FOR TRANSPORTABLE PRECAST CONCRETE BUILDINGS BUILDING DESIGN TRANSPORTABLE PRECAST BUILDINGS HAVE BEEN DESIGNED TO ELIMINATE THE NEED FOR FOUNDATIONS OR FOOTINGS FOR VIRTUALLY ALL INSTALLATIONS. THE BUILD -IN FLOOR OF THE BUILDINGS ARE DESIGNED FOR USE ON FLOATING FOUNDATIONS COMPRISED OF 4" - 6" OF CRUSHED STONE OR SAND AND HAVE PROVEN TO BE EFFECTIVE AND PROBLEM FREE IN THE FIELD IN A WIDE VARIETY OF INSTALLATIONS. THE EFFECTIVENESS OF THE DESIGN HAS NOT BEEN ADVERSELY AFFECTED BY THE SIZE OF THE BUILDING. CAVEATS THE FLOATING FOUNDATION OF CRUSHED STONE OR SAND SHOULD BE PLACED ON A WELL DRAINED AND GRADED AREA TO PRECLUDE THE RETENTION OF STANDING WATER TO,MINIMIZE GROUND SWELL, PREVENTING DAMAGE TO THE BUILDING OR ITS CONTENTS. THE DESIGN OF THE BUILDING ENABLES THE BUILDING TO BE TRANSPORTED WHICH MAXIMIZES FLEXIBILITY AND LONG TERN USEFULNESS. THE ELIMINATION OF FOUNDATIONS AND FOOTINGS MINIMIZES IMPACT ON THE ENVIRONMENT OF THE BUILDING SITE. THE USE OF STANDARD FOOTINGS OR FOUNDATIONS WOULD NEGATE SOME OF THE BENEFITS OF USING TRANSPORTABLE BUILDINGS. IN AREAS WHERE LOCAL BUILDING CODES REQUIRE FOUNDATIONS OR FOOTINGS, A CODE VARIANCE MAY BE AVAILABLE. MANUFACTURER'S SITE PREPARATION REQUIREMENTS: 1. CONTRACTOR SHALL PROVIDE A LEVEL UNOBSTRUCTED AREA LARGE ENOUGH FOR A CRANE AND A TRACTOR -TRAILER TO PARK ADJACENT TO THE PAD SUCH THAT CRANE'S OUTRIGGERS MAY BE PLACED WITHIN 5-0" OF THE EDGE OF THE PAD AND THAT TRUCK AND CRANE MUST BE ABLE TO GE T SIDE BY SIDE UNDER THEIR OWN POWER. 2. NO OVERHEAD LINES MAY BE WITHIN A 75 FOOT RADIUS OF THE CENTER OF THE PAD. 3. 24" CLEARANCE IS REQUIRED BETWEEN SURROUNDING STRUCTURES. 4. BUILDING SHALL BEAR FULLY ON A CRUSHED STONE BASE THAT IS 2 FEET LONGER AND WIDER THAN THE BUILDING. 5. STONE SHALL BE A MINIMUM OF 4" THICK 6. THE UNDERLYING SOIL MUST HAVE A MINIMUM, SOIL BEARING CAPACITY OF 1,500 PSF. 7. STONE SHALL BE $" OR SMALLER AND MUST BE SCREED LEVEL WITHIN 4" IN BOTH DIRECTIONS. 8. STONE SHALL BE PLACED WITHIN A PERIMETER FORM FOR SCREEDING, AND FORMS TO REMAIN IN PLACE DURING ERECTION OF THE BUILDING. 9. IF BUILDING IS TO BE PLACED UPON PAVEMENT OR A CONCRETE SLAB, UNDERLYING SOIL MUST HAVE A MINIMUM SOIL BEARING CAPACITY OF 1,500 PSF. A MINIMUM OF 1" OF CRUSHED STONE OR SAND MUST BE PLACED UPON THE PAVEMENT OR CONCRETE AND EXTEND A MINIMUM OF 12" PAST THE BUILDING IN ALL DIRECTIONS. RETAIN WITH A PERIMETER FORM UNTIL AFTER THE BUILDING IS ERECTED. 10. PROVIDE POSITIVE DRAINAGE FOR THE FILL, PAD OR SLAB. Grade Perimeter Form L+2' Dt W+2' Stone Compacted Subgrade SITE PREPARATION SCALE: N.T.S. Level Screed z Q � z CQ E a w x za cc oP, o P4 o an in ww �- s a to o Ix c� H U W H o a U SCALE AS NOTED DRAWN BY ISSUE DATE O6/14/21 SHEET NUMBER/ PIECE MARK A6.01 v LU16 LbbJ13UKU UUNU blb 5.0 Building Production 5.10 STRESSING PROCEDURES For Roofs and Floors - Model 1012 &1220 1. Remove form rails. Verify concrete strength with Schmidt Hammer or cylinder breaks. Concrete shall be a minimum of 3,750 PSI before cable can be stressed. 2. Remove recessed plastic pocket —formers at the post —tensioning anchor. 3. Remove the plastic sheath from the strand all the way from the base of the anchor to the end of the strand. Clean off grease from exposed portion of cable. Use a suitable solvent. Never heat or use flame on the cable. 4. Insure that the tapered holes in the anchors are cleaned and free of any debris or cement paste, which might interfere with proper wedge seating. 5. Install wedge sets around the strand at each anchor. Press the wedges in with the fingers evenly. Tap wedges in securely. Make sure the ends of the wedges are even with each other so that the stress will be evenly distributed over the wires of the strand. 6. Slide the wedge —setter over the cable and place against the wedges installed in the cast —in anchors (see drawing #1 on sheet A1.08). 7. Install the temporary reusable anchor on the strand. The plates of the jack will push against this anchor to elongate and, therefore, stress the strand. Set the temporary stressing anchor approximately 5" beyond the rear of the wedge —setter (see Drawing #1 on A1.08). 8. Install the plates of the twin ram stressing jack over the strand between the wedge —setter and the reusable stressing anchor. 9. Standing back from the jack, using a remote switch for the pump, stress the strands until the pump pressure gauge indicates a pressure listed on the calibration chart of your stressing pump, that corresponds to 33 K required tension on the %" cable. Whenever stressing be sure to observe safety precautions and operator positioning in anticipation of unexpected failures. NOTE: As a double—check to insure proper elongation of the strand, measure the distance the jack has stretched the cable. This dimension should be in accordance with the following formula: Length of total cable x .0795 = the length of cable elongation. 10. Release pump pressure slowly and remove the jacking system and temporary stressing anchor. Your post release tension on the cable will be 28.5 K. 11. Repeat stressing operation at other end of cable. To insure that cable is fully tensioned. Line friction may result in lower stress of total length of cable if this procedure is not done. 12. Release pump pressure slowly and remove jack system and temporary anchor. 12. Cut off strand tails at 1" from the wedge and pack the holes with permanent grout. SAFETY INSTRUCTIONS: NOTE: Stressing units are calibrated against load cells to determine the gauge pressures for a particular unit which will produce the desired engineering force. Gauge pressure versus actual load calibration should be checked every six months against a load cell. The sample table on A1.08 lists the current equipment in service. Never use equipment which has not been tested in the last 6 months. The Quality Control Department has the responsibility to insure the stressing unit is calibrated semi—annually. See the following sample calibration chart A1.08. The calibration chart of your stressing jack is likely to vary from the sample table on A1.08. ROOF AND FLOOR POST —TENSIONING Stressing System Safety Instructions This equipment is designed and built to provide safety during equipment operation. It must be operated and maintained by personnel who are trained in and follow safe procedures. Since the forces involved in tendon stressing are in the order of 33 to 46 kips, it is obvious that failure from any cause could be damaging to personnel and property. Accordingly, stressing equipment operators are expected to observe all applicable safety precautions including the following: 1. Before activating the pump, visually check all elastomeric tubing for nicks, cracks, or other damage and repair or replace if required. 2. See that all tubing joints are tightly connected. 3. Be sure that pump is supported in a stable manner and positioned to avoid strain on connection lines. 4. Be sure that protective dunnage and appropriate safety barriers are erected to protect the operator and any others in the area. 5. Observe the gauge pressure that will develop the required tensile force as marked on the tag attached to the pump. Locate this reading on gauge face. 6. Be certain that tensioning twin —rams are positively engaged and correctly aligned. 7. Activate pump and observe gauge. If pressure does not build up promptly, check system for leakage and make sure that anchors and wedges on both ends of the POLYSTRANDO tendons are properly engaged. When pressure reaches approximately 1000 PSI, stop and check for alignment. Make sure that the strand is at the top of the slot provided in the tension jack cylinder connector plates. 8. Continue pumping until final pressure is attained. When stressing long tendons, multiple strokes and resetting the temporary anchor will be required. — — CAUTION — — pressure will build extremely fast if rams are fully extended. Monitor ram extension and gauge readings continuously. 9. When the correct force has been applied to the tendon, stop the pump motor and release the pressure on the pack by opening the hydraulic 2 C3 to Wz .Z. :J 3 z Q � z CQ E w W x za ow z i CD cc as �CD a U H U W E- o z a valve. SCALE 10. Use care in moving and storing equipment to insure that gauge and AS NOTED tubing are not damaged. DRAWN 8Y 11. Observe site rules pertaining to frequency of gauge calibration. I ISSUE DATE 06/14/21 SHEET NUMBER/ PIECE MARK A6.02 © 2016 LEESBURG CONCRETE INCORPORATED a. {t1 W Z. cn 00 z 0 a U \ \ Q W E 6 Q 0 0 z a_ � z W � w a� x SLAB WEIGHT p] ow U FS 1 7,480.00# EA � = a �D;zm) WP 1 1, 970.00# EA x W W WP2 3,469.008# EA kn co as WP3-4 2,812.00# EA _ STATE STAMP PP1 2,100.00# EA E; F R1-2 3,955.00# EA w a CD o a U TOTAL 28,553.00# SCALE AS NOTED I DRAWN BY ISSUE DATE 06/14/21 SHEET NUMBER/ PIECE MARK A7.01 ENG STAMP -11 HARDWARE INFORMATION LG REBAR K 2" LG HAS MATERIAL REQUISITIONS 1" %11 JOB NO: JOB NAME: MARK NUMBER PART NUMBER P101 (1) #4 X 18" LG WELDABLE REBAR (GR.6O) 11/2'. 1. 3" 1, 11/2 HARDWARE INFORMATION (2) %2 O X 2" LG HAS CV CV MATERIAL REQUISITIONS 1" %11 IJ JOB NO: JOB NAME: MARK NUMBER PAGE NUMBER PART NUMBER H.01 P102 m 0 (2) #5 X 30" LG WELDABLE REBAR (GR.60) U) - 1n1co 21-611 311 8 (1) 1"0 X 2" LG B25 NUT v� CV r 311 - 6 anao 411 HARDWARE INFORMATION MATERIAL REOUISITIONS JOB NO: JOB NAME: MARK NUMBER PART NUMBER P103 HARDWARE INFORMATION II MATERIAL REOUISITIONS II JOB NO: JOB NAME: MARK NUMBER PAGE NUMBER PART NUMBER H.02 1 16 SBIPSON STRONG -TIE SET EPDXY ADHESIVE SET is a high strength, non —shrink, epoxy —based adhesive formulated for anchoring concrete and doweling threaded rod and rebar. Resin and hardener are dispersed and mixed simultaneously through the mixing nozzle. FEATURES: 1. CODE listed under the IBC/IRC for URM per ICC—ES—ESR=1772. 2. Meets or exceeds the requirements of ASTM C881 specification for Type I and IV Grade 3, Class C. 3. Cure times — 24 hours at 65 deg F, 72 hours at 40 deg F. 4. No power brushing required. 5. Suitable for use in damp or wet sites. 6. When properly mixed, adhesive will be a uniform grey color. Applications 7. Threaded rod anchoring and rebar doweling to concrete, masonry and URM (red brick) 9. Pick proof sealant around doors, windows and fixtures 10. Bonding hardened concrete to hardened concrete. 11. Multiple DOT listings; refer to strongtie.com/DOT Codes 12. ICC—ES—ESR-1772; Florida FL 15730.5: AASHTO M-235 and ASTM C881 (Type I and IV, Grade 3, Class C); NSF/ANSI Standard 61 (216 sq. in. / 1000 gal.) Installation and Application Instructions 13. Surfaces to receive epoxy must be clean. 14. Base material must be 40 deg F or above at the time of installation. 15. To warm cold material, store cartridges in a warm area or, storage container. Do not immerse cartridges in water or microwave to facilitate warming. 16. Mixed materials can harden in 30 minutes at temperatures of 70 deg F and above. HARDWARE INFORMATION II MATERIAL REQUISITIONS II JOB NO: JOB NAME: 11M.i► 1 116 cam PART NUMBER P107 Product Data Sheet Edffcn 1.2S= Ider0caticn im. 431 S'Aaffex--ia S ikafi+exO-1 a One part polyurethane, elastomeric sealantladhesive r ..� �M .dh. F.k& idr Ydir.ri.r.d& dmaoe�aw� omo�s wYr. ak �>s-mxy[ Yil[MYBf �Oy Dowiphml S=ex-ia is a premlim-graffe, t1_Tt-pEMnnance.mdstre-wrM1-canpwad.pn"rE we42sed, non -sag e1WArrrr3le sealant. Meeb Feden.i sped4aafikn Tr-Si30Z30C, Ape 11, Cass A. Meets ASTM C- 90, Type S. ta=_-N%CSass 33, use NIT. 0. K G. 1, Camdlan gendmd CAM1I{COS519.13-M57_ vlttlrrre to use . Designed ale BE types as }atms itle e, slaas6aramm OlepM at seatar;r vAI lilt arced W In. . Exx-jentmrsmall jaln5 and?ALS.iYtwm.t1C{tc'rul'-RS. magieis, nasnmg,arldmaly CallsiT11G4an mmesNe appllnagmta . Sittahfe for yer3ral and hodz r&d j©LrrIs; [eaadiy placeatfe a14TT. . Ms marryago-cadonsaBal ems ; adtteslae Deween nuibr svitld1s=G3raaeIIIWn1s oTe)paF,bfM . SL1atteTi ed adndClars, wch 3s canal and resumirjaiRts- Actatdtagea . ElldratesIm.Wort araequrmenttarmlWng.MMg cartridges.pTA-Oa tgorttraalrg.andcteattng ar if ast i64it'age and Card atre nines, . 1agrt elars uty- txrres to a."drtt�. r1, ittlfaLde, aexDlE t�rslstetgrtivttrr exaepatar� CJt Gildtear-rf5i5taetY_. ■ Saessrn. . EnMentadt*slcn-Dondstomart caniftx:tLanrn3kadsrettrxutaprgrer Exr.Elent ms we to -aging. westI sXj. . PimenIntcxrghclhatesamutdtheixarld. . KSF Reg=Emd, rneets 19-% LISEIAguldeRwL . Oddness, nmi-staminij'. ..BI14drealstatt . twF Ce t ed to NSMAM Saddad bi forpotatie Voter ardact. . L. ne-0aseXMgjEZ2dGyEPAMrMWnne&WtIan. . PaQlfatle Wth water-, as and rubtu Lased paStts. Capatie ef *M% PA rnmerrja& CM6FO G 103 IL m cuMftje se" 1Z4 Oneal IL or 1f1 x 114 In. pit 20 IL oz urllpad: smrssage seas 247neg It. or Wx U ln. jdant. I HARDWARE INFORMATION MATERIAL REQUISITIONS JOB NO: JOB NAME: MARK NUMBER PAGE NUMBER PART NUMBER H.04 — V 6U10 Lhh")BUKLi LILAN KC1L 11VL,L)Fd"KAlw PLUMBING SPECIFICATIONS 1. GENERAL 1.1 DESCRIPTION OF WORK: A. ALL FIXTURES, EQUIPMENT, ACCESSORIES, MATERIALS, AND LABOR REQUIRED TO PROVIDE COMPLETE, COORDINATED, AND FULLY FUNCTIONAL PLUMBING SYSTEMS GENERALLY AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 1. SANITARY SEWER/VENT 2. DOMESTIC WATER 1.2 RELATED DOCUMENTS: A. THE REQUIREMENTS OF THE CIVIL, ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS SHALL APPLY TO AND BE CONSIDERED A PART OF THE PLUMBING WORK IN -SO -FAR AS THEY APPLY TO THE PLUMBING WORK AND ARE REQUIRED FOR COORDINATION. 1.3 JOB CONDITIONS: A. DUE TO THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS AND ACCESSORIES WHICH MAY BE REQUIRED TO PROVIDE A COMPLETE INSTALLATION OF THE WORK DESCRIBED AND INDICATED. B. PROVIDE FITTINGS, OFFSETS, TRANSITIONS, AND ACCESSORIES REQUIRED TO MEET CONDITIONS OF THE PROJECT. C. PROVIDE SERVICE ACCESS FOR EQUIPMENT, CONTROL COMPONENTS, VALVES, AND SPECIALTIES. D. PROVIDE ACCESS PANELS FOR VALVES, ACCESS DOORS, ETC. CONCEALED BEHIND FINISHED SURFACES. 1.4 CONFORMANCE TO REGULATIONS: A. WORK SHALL CONFORM WITH THE CURRENT FLORIDA STATE REQ. FOR EDUCATION FACILITIES 1.5 QUALITY ASSURANCE: A. COMPLY WITH MANUFACTURER'S REQUIREMENTS AND NOTES AND DETAILS SHOWN HEREIN FOR INSTALLATION OF EQUIPMENT. 1.6 MATERIALS AND EQUIPMENT: A. EQUIPMENT PROVIDED FOR THIS PROJECT SHALL BE EQUIVALENT TO PRODUCTS SPECIFIED. B. CONTRACTOR SHALL GUARANTEE EQUIVALENCE AND IS RESPONSIBLE FOR MODIFICATIONS REQUIRED AND COORDINATION WITH OTHER TRADES TO FIT SUBSTITUTED PRODUCT INTO THE PROJECT. C. MATERIALS AND EQUIPMENT OF THE SAME TYPE AND USE SHALL BE FROM A SINGLE MANUFACTURER. D. PROTECT STORED MATERIALS AND EQUIPMENT FROM WEATHER. 1.7 UTILITIES AND CONNECTIONS: A. OWNER WILL PAY FOR ALL WATER AND SEWER UTILITY CONNECTION FEES. B. COORDINATE CONNECTIONS WITH SITE UTILITY DRAWINGS. WORK TO LOCATIONS AND INVERTS INDICATED ON SITE DRAWINGS. PROVIDE TRANSITIONS IN SIZE AND MATERIAL AT POINT OF CONNECTION. 1.8 SUBMITTALS: A. SUBMIT SHOP DRAWINGS AND PRODUCT DATA FOR FIXTURES AND EQUIPMENT SPECIFIED HEREIN AND ON THE DRAWINGS. SHOP DRAWINGS AND PRODUCT DATA SHALL BE IDENTIFIED PER INDICATIONS ON DRAWINGS, SHALL BE MARKED TO INDICATED SPECIFIC ITEM BE PROPOSED, AND SHALL BE ORGANIZED IN AN ORDERLY MANNER. SUBMIT SHOP DRAWINGS ELECTRONICALLY IN PDF FORMAT. B. SUBMIT OPERATING AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT INSTALLED IN THIS PROJECT. INCLUDE COPIES OF SPECIFIC EQUIPMENT WARRANTIES IN MANUAL. 1.9 PROJECT CLOSEOUT: A. REPLACE OR REPAIR DAMAGED EQUIPMENT AND CLEAN ALL EXPOSED SURFACES. B. TOUCH-UP SHOP APPLIED FINISHES TO RESTORE DAMAGED OR SOILED AREAS. C. INSTRUCT OWNER'S REPRESENTATIVE IN OPERATION AND MAINTENANCE OF EQUIPMENT. 2. PRODUCTS 2.1 PIPING SYSTEMS: A. DOMESTIC WATER PIPING - COPPER TYPE "L" SOLDERED FITTINGS B. SANITARY DRAINAGE - SCHEDULE 40 PVC WITH SOLVENT WELD FITTINGS. C. VENT PIPING - SCHEDULE 40 PVC W/ SOLVENT WELD FITTINGS. LEGEND SOIL OR WASTE PIPING - - VENT PIPING - _ COLD WATER PIPING ---- HOT WATER PIPING ffTW.-" TEMPERED WATER - - BALL OR GATE VALVE -0 CHECK VALVE 7 DROP IN PIPING ® SHOCK ARRESTOR ABBREVIATIONS AFG ABOVE FINISHED GRADE VTR VENT THRU ROOF EWH ELECTRIC WATER HEATER CW COLD WATER HW HOT WATER TW TEMPERED WATER DN DOWN WC WATER CLOSET UR URINAL LAV LAVATORY FD FLOOR DRAIN PLUMBING FIXTURE SCHEDULE FR. MODEL NO. DESCRIPTION W V CW HW NTS FIXTURE FITTINGS ACCESS. KOHLER, KINGSTON HYD ROYAL W1 ACCESSIBLE FLUSH 3 1.5 1 -- K-4323 952-1.28 1.2 VALVE WATER CLOS. WALL MOUNT FLUSHOMETER UR ACCESSIBLE WALL 1.5 1/2 -- KOHLER, DEXTER K-5016-ER KOHLER ROYAL 955-1.5 1,2 HUNG URINAL 2 FLUSHOMETER KOHLER,CHESAPEAKE AMERICAN STD. L1 WALL MOUNT LAVATORY 1.5 1.5 1/2 1/2 K_1772 1,2,3 SA WATER HAMMER -- -- X -- WADE ARRESTOR SHOKSTOPS FD FLOOR DRAIN 3 1.5 -- -- OATEY TRAP PRIMER 43579 ON SITE BY OTHERS EWC ELEC. WATER COOLER 2 1 1/2 1/2 __ OASIS P8ACSL OPTIONAL BIBB KEYED HANDLE HOSE BIBB 2 1 1/2 3/4 __ LEGEND T-541FLG 1,2 MOLDED STONE INTEGRAL DRAIN FIAT MS MOP SERVICE BASIN MSBID2424 NOTES: 1. INSTALL FIXTURES IN ACCORDANCE 2. PROVIDE PROPER ACCESSORIES FOR WITH APPLICABLE STANDARDS. WALL THICKNESS & CONSTRUCTION. 3. INSTANT HOT ELECTRIC WATER HEATER IS 4. SIZE PER MANUFACTURER'S RECOMMENDATIONS OPTIONAL.IF USED, PROVIDE TEMPERING VALVE FOR NUMBER OF FIXTURES SERVED. 5. WATER TE. IS--TOBE}INSTALLED ON=SI, Y,� 6. TRAP PRIMER IS TO BE INSTALLED ON SITE BY OTHERS ,HE ;309.4) FAUCET NO MORE THAN 5LBS. FORCE TO OPERATE SCALE AS NOTED DRAWN BY ISSUE DATE 10/19/20 SHEET NUMBER/ PIECE MARK P 1.02