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HomeMy WebLinkAbout38130 Pretty Pond Rd (12)Title: Shop Drawing Review Comments Project Name * Submitted By * Reviewed By * Architects Review Comments Email Meetinghouse at Zephyrhills Seniors Apartments Project Number First Florida / Trussway Review Item Glen Baurhyte Date * ry—JNo Exceptions Taken Reviewed As Noted I�JRejected 2587 Trusses for Building Deptartment Submittal 02/15/2010 10:50 AM Response Required Correct & Issue for Const. Correct & Resubmit for Review Submit Specified Item fy—JIssue For Construction SHOP DRAWING/SPECS SUBJECT: Meetinghouse Sr. Apts 2/8/10 Truss Drawing Bldg Types: 1 w/Community Center, 11, 111, and Amities Vendor understands anything missing from this ' • yt g g p��►ckage must be approved before installation. • All engineered lumber (LVL&PSL) needs to be supplied by Truss manufacture/Engineer. • Reminder: Foundation plans are dimensioned to edge of concrete slab + 1/2". Floor plans are dimensioned to face of stud. • Building type I, 119 111, breezeway trusses to be top cord bearing • Per notes 9 & 10 34.03 & S4.11 structural drawings floor trusses to have additional diagonal bracing every other panel at shear walls. • Balcony floor trusses FS01, FS02, FS03, TCDL = 35 PSF. Stuctural design criteria states TCDL to be 40 PSF, Architect / Structural Engineer to verify design load. • Truss design to allow for sheathing for draft stop at she nyall SW IA. 0 o na vy — .. �_ u, c --' C7) do a• FL'Lj... ea rn o f �Q•a• t G c C Co w C� I"�cE10 OCR O 4)00> m .�.0 I O CD Z l0�tpC00C7f�Gy•C��Cp� d Ln z a+ 'tN m •� s. O O C =cEeo3oc«•Gao Cr FA a� »-E tm vyt��_��Utv0 'oay=Etd Q v m • •• 3 •. F-- Cb.O u sA � 0.0 0 N C �+ t0 j= 1533 Sunset Drive Miami, Florida 33143 305-665-1146 Fax 305-663-9676 y e Title: Shop Drawing Review Comments FORUME ARCHITECTS RENEW IS FOR GENERAL CONFORMANCE WITH THE. DESIGN INTENT. MARKINGS SHALL NOT RELIEVE THE CONTRACTOR, SUBCONTRACTOR, OR SUPPLIER FROM COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND ALL APPLICABLE CODES. THE CONTRACTOR REMAINS RESPONSIBLE FOR: DETAILS AND ACCURACY, CHECKING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; SELECTING FABRICATION PROCESSES, MEANS & METHODS; TECHNIQUES OF ASSEMBLY, COORDINATION OF THE WORK; AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER.. Project Name * Meetinghouse at Zephyrhills Senior Apts Project Number * 2587 Submitted By * First Florida / Ridenhour Concrete Review Item Post Tension Slabs (1st submittal) Reviewed By * Glen Baurhyte Date * 02/03/2010 4:52 PM Architects Review Response Required JNo Exceptions Taken DiCorrect & Issue for Const. Reviewed As Noted Correct & Resubmit for Review JRejected Submit Specified Item Issue For Construction Comments Details 2, 9, 10, 12 on PT-1 shall have overall depth of 20", not 18" as shown. 12" min. concrete below grade per code plus 8" above grade per plans. Revise and resbubmit Revise all slab plans to match final plans issued for bid dated 12/17/09 or newer. See markups for example. Revise and resubmit All columns at units and amenities to be on raised curbs set to match the finish floor at 0'-0" AFF, per plans. Provide typical detail Clubhouse: raised slab for commercial washer not shown. Provide per 1/S17.31 All slopes, recesses, and floor drains per Architectural and Plumbing plans Email SHOP DRAWING SUBJECT: The Meetinghouse Sr. Apts. Post Tension Steel • See Engineers comments. • Subcontractor is responsible for field dimensions prior to fabrication. 2/1110 • Please note enclosed conditions required by soils report. Engineer to verify adequacy. • Provide logs for stressing of cables. • Subcontractor to show extreme cares to be within ACI tolerance for length and square. • Mesh is to be provided at breezeway walks. • Subcontractor is responsible for recessed foundation areas for pavers at Clubhouse, verify with project super. • Subcontractor to use Forum Architectural for Clubhouse floor drain locations and foundation slopes. • Building 1 is missing the 6" raised slab (PT-02B) for the commercial washer from PT drawings. • Top of foundation slab to top of grade distance to be 8" not 4" as shown on PT-01 in details. REVIEWS l� aMSE AND ilES W ❑ W�EGTED ©FUMSH AS CpRRECTM Corrections or comments preview e on to shop drawings during not relieve this subs emus rof from compliance With This drawings and specifications. general check is only f or review , f crept conformsnoe Witt, the desi9 general compli- of the project information given in anew with the The the contract doc fesponsibis for• subcontractor s correlating all confirming and Selecting quantities and dimensions' fabrication processes and techni- ques of constr that ti f all coordinating trades; his work with r in a and performing h' satisfact y manner- Qate BY FIRST 0 IDA Blip C P RAT�1A1 k 1.0 GENERAL NOTES o 2 #4 x 4'-0"0 MID -DEPTH _ TYP, LINO. 1.1 ALL DESIGN, MATERIAL, AND WORKMANSHIP FOR THIS POST -TENSIONED SLAB ON GROUND SHALL SLAB CABLE SEE PLAN ¢ CONFORM TO: N FOR LOCATION SLAB CABLE SEE PLAN "DESIGN AND CONSTRUCTION OF POST -TENSIONED SLABS -ON -GROUND" Z d •• ° . • FOR LOCATION SLOPE rn PUBLISHED BY THE POST -TENSIONING INSTITUTE. O • a `V _ - o - 1.2 THIS SLAB -ON -GROUND DESIGN IS IN ACCORDANCE WITH ACCEPTABLE ENGINEERING PRACTICES FOR N THE PROJECT SPECIFICALLY STATED ON THESE DRAWINGS. THESE DRAWINGS MAY NOT BE USED FOR t - �I I • ° • • �I M. °r I1 -I -I •I I ,III • _ ANY OTHER LOCATION. m W • ° _ I • ° I 12" 1.3 THE SLAB -ON -GROUND HAS BEEN DESIGNED CONSIDERING THE FOLLOWING VALUES: • I I =III III- CONTINUOUS MOISTURE l di1. BEARING PRESSURE = 2500 PSF SLAB EDGE BARRIER TYP. I I III CONTINUOUS MOISTURE 2. SUBGRADE MODULUS = 150 PCI w • • ° ° 12" 1 O" BARRIER, TYP. N REINFORCEMENT RE-ENTRANT 1.3.5 THE DESIGN SHOWN ON THESE PLANS IS ONLY APPLICABLE IF THE SUPPORTING SOILS ARE PREPARED 1 CORNER DETAIL 2 TYPICAL EXTERIOR BEAM DETAIL r3INTERIOR GRADE BEAM DETAIL ® PATIO IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. o Pi01 SCALE: 3/4"=1'-O" PTOt SCALE: 3/4"=V-O" PTO1 SCALE: 3/4'=1'-O" 1.4 THIS SLAB -ON -GROUND HAS BEEN DESIGNED TO CONTROL TEMPERATURE AND SHRINKAGE CRACKS. ° INITIALLY, IT MAY SUSTAIN SHRINKAGE AND TEMPERATURE CRACKS DURING NORMAL CONCRETE CURING. n ci o z° 1.5 FINAL GRADE AND A REASONABLY UNIFORM MOISTURE CONTENT SHALL BE MAINTAINED FOR THE LIFE OF THE STRUCTURE, INCLUDING DURING CONSTRUCTION. ESPECIALLY DURING CONSTRUCTION, GREAT CARE SHOULD BE TAKEN TO ASSURE DRAINAGE AWAY FROM THE FOUNDATION SLAB. %TLI 1.6 SUBGRADE PREPARATION SHALL BE AS DEFINED AS NOTED IN THE SOIL REPORT. o s s f SLAB CABLE SEE PLAN SLAB CABLE SEE PLAN SLAB CABLE SEE PLAN R - 3� FOR LOCATION FOR LOCATION i FOR LOCATION 1.7 A CONTINUOUS 6 MIL POLYETHELENE SHEET SHALL BE PROVIDED BELOW THE SLAB -ON -GROUND (USE 12" LAPS). 1IMI IV" 1.8 ALL DIMENSIONS, BRICKLEDGES, DROPS, OFFSETS, OPENINGS, INSERTS, ETC., SHALL BE VERIFIED BY THE BUILDER81. • o - - o `Z I ° - o PRIOR TO THE PLACEMENT OF THE SLAB -ON -GROUND. $ - _ - 45" - _ . • TYP - r - - II- - - 1.9 ALL CONCRETE SHALL COMPLY WITH ACI-318 AND HAVE A MINIMUM SPECIFIED 28 DAY COMPRESSIVE STRENGTH OF�g �1 1 c 10" 3000 PSI. CALCIUM CHLORIDE OR ANY ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED. a? 3t 12 CONTINUOUS MOISTURE 14 �=EWIVRIER, S MOISTURE CONTINUOUS MOISTURE -� YP. BARRIER, TYP.BARRIER TYP.1.10 CONCRETE SHALL NOT BE PLACED IN RAINY WEATHER NOR AT TEMPERATURES BELOW 40'F NOR IN OTHER oaLL ADVERSE WEATHER." ( 4 1 INTERIOR GRADE BEAM DETAIL ® BEARING WALL 5 INTERIOR GRADE BEAM DETAIL ®BEARING WALL �� INTERIOR GRADE BEAM DETAIL® STAIRS 1.11 CONCRETE SHALL BE WELL CONSOLIDATED, ESPECIALLY IN THE VICINITY OF POST -TENSIONING ANCHORAGES. FORMS PTO1 SCALE: 3/4"=1'-O" PT01 SCALE: 3/4"=1'-O" PT01 SCALE: 3/4"=1'-O' SHALL BE STRIPPED WITHIN 5 DAYS OF CONCRETE PLACEMENT, BUT NO LESS THAN 24 HOURS. 1.12 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 AND BE INSTALLED PER ACI-318. ALL REINFORCING 3 : COLUMN SEE SHALL BE SECURED AND SUPPORTED TO SUFFICIENTLY MAINTAIN THEIR POSITIONS UNTIL THE CONCRETE HAS CURED.o`F €�€ ANSION JOINT ARCHRECTURALS 2 i4 1.13 WHERE REINFORCING STEEL IS SHOWN IN EXTERIOR BEAMS, PROVIDE MATCHING CORNER BARS LAPPED A MINIMUM a �W _ SLAB CABLE SEE PLAN OF 30 BAR DIAMETERS. CABSTAB �� SEE PLAN FOR Ll SEE PLAN �� FOR LOCATION 1 14 PRESTRESSING STEEL: PRESTRESSING STEEL USED IN TSI MONOSTRAND UNBONDED POST -TENSIONING TENDONS I FOR LOCATION SLAB CABLE SEE PLAN d.cl SHALL BE CLEAN AND FREE FROM CORROSION. STEEL WILL CONFORM TO ASTM A-416, GRADE 270 LOW RELAXATION IN TYPE. FIELD ELONGATIONS SHOULD MEASURE WITHIN ±10 PERCENT OF THE CALCULATED ELONGATIONS. FOR LOCATION SLOPE �' o _ • , _ ° - �o •, e ' I I-1 I I ALL FIELD ELONGATIONS SHOULD BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO CUTTING THE TENDON TAILS. -� I -II° III a- I o _ _ NOMINAL DIAMETER 1/2 INCH _ •_• III- `�f/ I I -I ITTT- TTT- TI I -III I I I - I I -I CROSS SECTIONAL AREA 0.153 SI N -I y I CONTINUOUS MOITRE 1481,8" 14II III IIIELASTIC MODULUS(ASSUMED) 28,500 KSI 1-ULTIMATE TENSILE STRENGTH 41.3 KIPS w USE WWF MESH OR FIBER CONCRETE t0" I- S BARRIER, TYP. CONTINUOUS MOISTURE CONTINUOUS MOISTURE MAXIMUM STRESSING FORCE 33.0 KIPS N BARRIER, TYP. 24 BARRIER, TYP. I >- 1.15 STRAND SHALL BE COATED WITH A PERMANENT RUST PREVENTATIVE COATING AND ENCLOSED WITHIN AN EXTRUDED 7 INTERIOR GRADE BEAM DETAIL ® BREEZEWAY 6 POUR STRIP DETAIL s EXTERIOR SQUARE FOOTING PLASTIC SHEATHING. FIELD TAPE ANY TEARS IN THE SHEATHING AND UP TO THE STRESSING ANCHORAGE PRIOR TO PTOi SCALE: 3/4"=1'-0" PT01 SCALE: 3/4"=1'-O" PTOt SCALE: 3/4"=1'-O' CONCRETE PLACEMENT. IF SHEATHING IS DAMAGED FOR 6. OR MORE, SHEATHING NEEDS TO BE REPAIRED. AT THE DEAD -ENDS, TENDON CAN BE EXPOSED UP TO 18" MAX. () 1.16 TENDONS SHALL BE SECURED AND SUPPORTED TO THE FORMS AND SHALL BE SUPPORTED ON CHAIRS AT ALL '-I INTERSECTIONS. ALL CHAIRS -TO -PT SHALL BE TIED AND ANY S-HOOKS SHALL BE CRIMPED PRIOR TO CONCRETE J SEE PLACEMENT. to SLAB CABLE SEE PLAN EXTERIOR PAVING, ARCHITECT RALS SLAB CABLE SEE PLAN J u FOR LOCATION BY OTHERS SLAB CABLE SEE PLAN FOR LOCATION 1.17 SLAB TENDONS SHALL BE PLACED TO A VERTICAL TOLERANCE OF t1/y" AND A HORIZONTAL TOLERANCE OF t12"(3" AT Q A,J FOR LOCATION �O EDGE OF SLAB) HORIZONTAL DEVIATIONS SHALL BE SMOOTHLY ACCOMPLISHED AND LIMITED TO ONE INCH PER FOOT. I- `V BEAM TENDONS SHALL BE PLACED TO A VERTICAL AND HORIZONTAL TOLERANCE OF tt/Z". _ uu IL 1.18 TENDONS SHALL BE STRESSED NO LONGER THAN 10 DAYS AFTER CONCRETE PLACEMENT. LONGER CURING TIMES 0 w LLI J =I I • ° , N - _ _� III= BEFORE TENDON TNo ENSIONING Y AN RE RESULT IN MORE SHRINKAGE CRACKING. THIS HOWEVER SHOULD NOT IMPACT Q N THE STRUCTURAL w V I -• I III -III III N Z x w I =III CONTINUOUS MOISTURE I I1= I I- CONTINUOUS MOISTURE 1.19 CONCRETE SHALL HAVE ACHIEVED A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI PRIOR TO STRESSING AT Ld v BARRIER, TYP. 101BARRIER, TYP. 16• CONTINUOUS MOISTURE CONTRACTOR'S RISK. LONGER ELAPSED TIMES MAY BE REQUIRED IN COLD WEATHER. O Q (� a Z BARRIER, TYP. O 10" 1.20 SHRINKAGE CRACKING CAN BE LIMITED BY PARTIAL STRESSING OF THE TENDONS TO 10 KIPS EACH ON THE DAY AFTER Z O u POURING. J EXTERIOR GRADE BEAM DETAIL TYPICAL EXTERIOR BEAM DETAIL 0 10 TYPICAL EXTERIOR BEAM DETAIL 11 @ GARAGE ENTRY 12 TRASH COMPACTOR 1.21 FULLY STRESSED TENDONS SHALL BE CUT 1' WITHIN THE FACE OF THE CONCRETE. AFTER THE TENDON TAILS HAVE w z BEEN CUT OFF, A RUST PREVENTATIVE MATERIAL SHALL BE COATED ON THE EXPOSED ANCHOR AND TAIL. THE Lu PT01 SCALE: 3/4"=1'-0" PTO1 SCALE: 3/4"=1'-0" PT01 SCALE: 3/4"=1'-0' STRESSING POCKETS SHALL THEN BE FILLED WITH A STIFF, NON -SHRINK GROUT. t15�( ®IZZ 1.22 SEE STRUCTURAL DRAWINGS FOR ATTACHMENT OF STUD WALLS TO FOUNDATION. \`�� 3' RA 1.23 INTERIOR FOOTINGS SHALL BE CENTERED UNDER LOAD BEARING WALLS TO DISTRIBUTE LOAD EVENLY TOsQT1C7N%a �< �` °r/ SLAB PLAN SEE ARCTHITECTURAL DRAWINGS FOR DIMENSIONS. EXTERIOR FOOTINGS WILL BE 12" MIN. BELOW GRAQE L'•, SLAB CABLE SEE PLAN FOR LOCATION FOOTINGS HAVE A SIZE TOLERANCE OF ±10%. •� SLAB CABLE SEE PLAN FOR LOCATION 1.24 TENDONS IN AREAS WHERE DRILLING WILL OCCUR MAY BE SHIFTED AS MUCH AS 12" TO AVOID BEINLlBY ll�, FOR LOCATION (1 �r1N° L �y °•� IF DRILLING OR CORING IS PERFORMED AFTER CONCRETE PLACEMENT, LOCATE TENDONS PRIOR TO DRIL Lu _ IN , • _ -III- 5 THESE SLABS HAVE BEEN DESIGNED USING THE PROPERTIES SPECIFIED IN NOTE 1.3 TENDON SYSTEM NOT .,, " RESPONSIBLE FOR DIFFERENTIAL SETTLEMENT SLAB CRACKING OR OTHER FUTURE DEFECTS RESULTI N9 UNREPORTEDK IICONTINUOUS MOISTURE CONDITIONS, OR CONDITIONS VARYING FROM THOSE SPECIFIED IN NOTE 1.3 . NO DEVATIONS SHALL VETO TVA24" SQ. BARRIER, TYP. INFORMATION SHOWN ON THESE DESIGN DRAWINGS, WITHOUT PRIOR APPROVAL OF THE DESIGN ENGINEl.. J2 TOCONTINUOUS MOISTURE CONTINUOUS MOISTURE LOADING THE SLAB BEFORE TENDONS ARE STRESSED, PLEASE CONSULT TENDON SYSTEMS' DESIGN ENG�BARRIER TYP. 12"ELEVATOR PIT WALL, BARRIER, TYP. SEE SfRUCTURALS 1 26 TENDNOT OCAUSEPPORT FOR ADDNGSARE ONLY REQUIRED INTERMEDATE SUPPORTACHARS, ANDRY DON ERFORMANEIOF THE TENDON/SLAB DON SAG SYSTEMIS NOT ADVERSELY AFFECTED.t3INTERIOR SPREAD FOOTING ®BEARING WALL 14 INTERIOR GRADE BEAM DETAIL ®ELEVATOR t5 DETAIL ®NON LOAD -BEARING STEP 1.27 AT THE ENDS OF SHEARWALLS, IF REQUIRED, INCREASE THE FOOTING DEPTH LOCALLY (IN AREA OF 12"X12") PT01 SCALE: 3/4"=1'-O" PT01 SCALE: 3/4"=1'-O" PT01 SCALE: 3/4"=1'-O" ACCOMMODATE THE ENBEDMENT OF HOW DOWN ANCHORS (DEPTH = ANCHOR EMBEDMENT + 2') p Y.4 tvi fhe ry, The is or Do NotR i �: �: i ,: k j �. � . ,, . �: �; i� M. G. t cLAREIKL P-C. Ccjmsulting E.nqj�,nieers Wnlmon has beer, checked onl� fur gener�-1 ACTION With design concept of the Commen"m -made on 5!lcp iG in !-,ontracto, f, c,,.)rnpi�anre Concept- V'fin 1equirernents of Com—act Contia7�or is respxunsi"-i'- co.,-", vq-,h d 2 oneumm p be mrfim,'; -o' and come§Wd pt :Ile lb He: fpr '!I�t perfam's i R"Ne mW mubmit :why 5 Me Abormn yommes, or 0 W&L-es i of condruUmn: and V j QuolmisVnr is reynts, for I ! com:imonce Wordinamm of me W ry ojqK design cencept. Was. Feb, No �' 1 3 SPA 0 561i' " 9'-3T-8"--j-11'-� 30'-10' 2 SPA 0 SQ>¢� { —5 SPA 0 6W t 3 SPA 0 4�" Ira SPA 0 45 { 6 SPA 0 593(;' 11'-�26'-3'- j-3 SPA 0 4YA"-{ 5 SPA 0 63" l 58 118 117 i18 I113 112 T190 109 T 1:05 104 103 102 101 iDO I 98 97 9B I ITTIV11--la-1 W-4-12'-10%'---- Y-8' 7'-1'-4-12'A" 12'-7` 4 29'-1i¢" h 35-10' 1 1 3-9? FOUNDATION PLAN — 3 STORY BUILDING TYPE I SCALE:. /g" = 1' 4' SLAB (BUILDING # 1) (p,1M q lti BUILDING TYPE I - SLAB TENDONS BUNDLE NO. OTY. FT. ELONGATIONS 1 AND 2 2 X 15 A 0= 7/8' 3 THRU 5 3 X 22A 0= 1%_ 6 1 X 30 A 0= 2'/4 7 THRU 15 9 X 197B d= 157/8" 16 THRU 24 9 X 189E L 151/4 25 THRU 28 4 X 22A A= 15/6. 29 AND 30 2 X 15A 0= 7/8" 31 AND 32 2 X 29A A= 2'/4" 33 THRU 58 26. X 71A 0= 55/8" 59 1 X 64 A A = 51/8" 60 1 X 62A A= 5' 61 THRU 0. 11 X 59A Q= 43/4" 71 1 X 22 A A = 15/8" 72 1 X 14A A 7/8" 73 1 X 56A A= 43/8, 74 THRU 79 6 X 1218 A= 9%' 80 1 X 124B A= 97/8" 81 AND 82 2 X 123E A= 93/; 83 THRU 89 7 X 122B A= 93/4' 90 THRU 92 3 X 56A p= 43/e 93 1 X 33A A= 21/2" 94 THRU 98 5 X 70A A= 51/2" 99 THRU101 3 X 85A d= 67/8" 0 THRU 0 6 X 93A A= 7'/2" 08 1 X 99A A= 8" 0 THRU111 3 X 97A A= 77/g" 1 THRU 1 3 X 75A 0= 6" 15 1 X 69A 0= 51/2" 1 AND 17 2 X 73A A= 57/8" 1 D 19 2 X 72A 0= 53/4 2 THRU 22 3 X 13A 0= 3/4" 2 THRU 25 3 X 47A A.= 3%" SUPPORT CHAIR SIZE QTY. 11/2" SOG. INTER. 1260 REINFORCING SCHEDULE A 2 #4 X 4-0• B 14 X 9-6" 0 12" C #4 X 8=0" D #4 X 5-8. LEGEND INDICATES INDICATES SQUARE FOOTING FOOTINGS SIZE NOTES: 1) REFER TO SHE #PT-01 FOR ALL GENERAL NOTES & o 2) WHERE NO DIM. IS GIVEN DO NOT EXCEED 6'-0" SP(= •EEN TENDONS. 3) TENDONS TO BE PLACED 6" (MIN.) AWAY FROM SLAB FB O.N.O.) 4) ALL TENDONS HAVE A MINIMUM 25'-0" SWEEP RADIUS130 S' 5) TENDONS SHOULD BE PLACED AT MID -DEPTH OF THE S1U VARY HEIGHT FOR SLAB SLOPES. '� �•.ti� 6) SEE ARCHITECTURAL FOUNDATION PLANS FOR FLOOR DRAIN+; SLOPE LOCATIONS AND ANY LOCATIONS NOT SHOWN. 7) COLD JOINTS(ACHIEVED BY POURING THE BREEZEWAYS 12-24 HOUR/, AFTER THE REST OF THE SLAB), WWF MESH OR FIBER MIXED WITH CONCRETE CAN BE USED TO CONTROL THE SHRINKAGE CRACKING IN THE BREEZEWAYS THAT MIGHT OCCUR PRIOR TO STRESSING OF TENDONS to w H r w CO a J u 0 (7(y- 0 J LL Z } m �" a p m N u z W z uj N a W u � Oz _Z O mao1 •1 s G. A R, T ubmission has been ,-hT:::,ed c^;w 'or genera! on_;r :face ACTION :with design concept ci the i E pr:: S t. 1 Comments -; a dle m ;hc `:1. ^r"'.r ., ,.:i !`0 --. _,21 l nt � t`Ir f i o it 1 ! IrGn ce ^l re ! er ,- ih9is 1 Uilir2! t � a ThE r at rmumiA. Me + i of :,,aryn-,,.,_,.. and or i ---. .,_Sion : r•_' _me . i_. l.ol i}IiI c V n of he \: L'.i?i if 41i 1 Note J II IL 'L-1_- _J.-___I I.. ' _ LL LL.I I II I'I IlIE" III n�mnaira,'W us9rw' yiJ1= I', BUILDING TYPE II - SLAB TENDONS BUNDLE NO. QTY. FT. ELONGATIONS 83'-11J¢° 1 1 X 22A L = 15/g' Z 8' llY° 13-3° 12 1 25 i) 12-1Q° 23- �12-1Q>¢" 13°-4 °� �19-11" 7-2° 15-4i° 2 THRU 4 3 X 15A L = 7/g" 0 4 SPA 0 52l 3 SPA A 4 ° {-3 SPA 0 57%' 9 SPA 0 63" 7 SPA 058° {-0 4 A— ---{ 1 5 1 X 1OA II8 -®46 29 30 31 32 33 34 35 36 37 �38� 39 l 48+T3, 47I 6 THRU 13 8 X 153B �= 12t/eVII14 THRU 21 8 X145B 0= 115/"22THRU24 3 X 15A =7/° SQ24 41S024 SQ24 s 25 � _ c S02 O a L I I ,o 1 2 25 1X 22A L = i/s" v� 6 AND 27 2 59A X 28A �=43/4 -- — — — — — -- — — — — — --- — — --- — -- -- I 1 9 I I 1 I 9 11 11q I 9 ! 1 I 28 1 X �= 20 I I I I I I I I I I I I I I I I I,I P9 AND 30 2 X 65A �=51/4 t9 1 1 1 1 1 IJ iE 3i032 32 2 X 71A L =53/4" 2 I 4 11 5 I I I I 0 33 AND 34 2 X 65A t=51/4" a o 91 I I I 1 1 I I 1 1 I I I I i THRU 7 " I I I I I 35 37 3 X 62A O=4/8 1 I I I I I I I I I I I ! THRU - 3 's a Sga 1 I I L I I u I I 11 I — 38 45 8 X 59 A �-4/a , • is 2 SP 11 1 4 THRU 'E ! ; 11 i TO 46 56 11 X 71A L.=53/4W 9 ff 5 26 27 L- -- - ''1- '', \ -J L_ Z --- - -� I " 57 AND 58 2 X 62A L =5 dli 70 THRU 75 5X H1 " to I 1 I I 1 1 I I I L I 77 AND 78 2 X 15A �_ /g" ;°"g 1 1 I 1 1 I I I 0 1 1 80 1 X 29A �=21/8 1 yl I _ fT 1 — ql I I I 1 1 1 1 81 1 X 59A �=43/4" I ° I I - 1 AND 83 1 W I 1 84 85 2 X 65A =5/4" L_ �I 86 AND 87 2 X 71A O=53/4 V1 J SQ2 4 S �-A< 3 SQ24 SQ24 9 111 t 88 AND 89 2 X 65A A=51/4" k13'-6° M-12'-1Q>¢' 11'-4° 8'-8°—k-12'-11°—I-12'-1QZ° 23'- 12'-1d�—k-13'-4�' TO 19'-11L71'-21- 19'-Z 90 THRU 92 3 X 62A 93 AND 94 2 X 59A �=43/4" ___ ' N 4 95 THRU101 7 X 71A L =53/4" • FOUNDATION PLAN - 3 STORY BUILDING TYPE II p AND 03 2 X 59A A=43/4" SCALE: /e 1' (BUILDING # 3) 4"SLAB• O AND 05 2 X 65A L =51/• 4" 06 1 X 67A L =5/4 W 07 1 X 59A 43/4" U _ 0 AND 09 2 X 12A L =5/8 0 = AND 11 2 X 43A L33/8 Z m >- SUPPORT CHAIR SIZE QTY. a o W W 1 1/2" SOC. INTER. 930 0 m N REINFORCING SCHEDULE w? Ur N U A 2 #4 x a=o° z z =O o = INDICATES INDICA SQUARE FOO�s� C FOOTING �S17 °°' s SQ## eg 4ti e NOTES: 1) REFER TO SHT. #PT-01 FOR ALL GENERAL NOTES & D FS ((' 2) WHERE NO DIM. IS GIVEN DO NOT EXCEED 6'-0° SZ ETWEEN TENDONS. • 3) TENDONS TO BE PLACED 6" (MIN.) AWAY FROM SLA (U.N.O.) • 4) ALL TENDONS HAVE A MINIMUM 25'-0" SWEEP RADIl7 a 5) TENDONS SHOULD BE PLACED AT MID-DEPTH OF THEL4 S VARY HEIGHT FOR SLAB SLOPES. a 6) SEE ARCHITECTURAL FOUNDATION PLANS FOR FLOOR OR d�l" "°° ° a° SLOPE LOCATIONS AND ANY LOCATIONS NOT SHOWN. >> - 7) COLD JOINTS(ACHIEVED BY POURING THE BREEZEWAYS 12-24If� AFTER THE REST OF THE SLAB), WWF MESH OR FIBER MIXED WITMI/I, CONCRETE CAN BE USED TO CONTROL THE SHRINKAGE CRACKING IN THE BREEZEWAYS THAT MIGHT OCCUR PRIOR TO STRESSING PT-03 OF TENDONS 9 i' .. rS ACTION of !he f� ,f _ rj..-.:r-_ a.:� U.. , ��u ... __!c•- _jam_ r ... i :.00i s!!:72aGf1 f ma vwO, Of a i I ! iPA�15-�'�7�.2"--{19I-11'{�-11'-9�'—{-12'-10�'�26'-�"{—i2'-1(�"—{-11�-5�' }3.-{I {-4 SPA ®SUj I—{4 SPA 9 56I 3 SPA 9 StY" I-{-3 SPA 0 47J -{6 SPA 0 553[i'{I 3 SPA 0 47J�"-{-I 3A 0 46T -2'-F 19'-2 " #-12'-1W— X 21'-ity4" I IV-1(h'-1`-12'-11"—#-8'-811'-4'— 1'-7' FOUNDATION PLAN — 3 STORY BUILDING TYPE II SCALE: /8 = V (BUILDING # 3) 4" SLAB 7s 74 73 78 72 71 70 0 fib ro 87 66 65 83 s1 BUILDING TYPE 11 - SUB TENDONS BUNDLE NO. OTY: FT. ELONGATIONS 1 1 X 22A A= 1%' 2 THRU 4 3 X 15A A= 7/8" 5 1 X 10A A='/Z 6 THRU 13 8 X 1538 A= 121/4 14 THRU 21 8 X 145B A= 11%" 22 THRU 24 3 X 15A A= 7/8 25 1 X 22A = 1% 26 AND 27 2 X 28A A= 2' 28 1 X 59A A= 43/4 29 AND 30 2 X 65A A= 51/4 31 AND 32 2 X 71A A= 53/4 33 AND 34 2 X 65A A= 51/4 35 THRU 37 3 X 62A A= 47/s" 38 THRU 45 8 X 59A A= 43/; 46 THRU 56 11 X71A A = 53/4" 57 AND 58 2 X 62A A= 5" 59 THRU 61 3 X 15A A= 7/8" 62 1 X 10A A= 1/2 63 THR 69 7 X 126B A- 10" 70 THRU 75 6 X 117B A= 91/4" 76 1 X 108B A= 81/2" 77'AND 78 2 X 15A A= 7/6` 79 1 X 22A 1%" 80 1 X 29A= 21/8' 81 AND'82 2 X 28A 2" 83 1 X 59A A= 43/4" 84 AND 85 2 X 65A A= 51/4" 86 AND 87 2 X 71A A= 53/4" 88 AND 89 2 X' 65A A= 51/4 90 THRU 92 3 X 62A A= 47/8" 93 AND 94 2 X 59A A= 43/4" 95T RU101 7 X 71A A= 53/4" 0 AND 0 2 X 59A A= 43/4" 0 AND 0 2 X 65A A= 51/4" 0 1 X 67 A A= 51/4" 0 1 X 59A A= 43/4" AND 09 2 X 12A A= 5/8" 1 AND 111 2 X 43A A= 33/8- SUPPORT CHAIR SIZE QTY. 11/2" SOG. INTER. 930 JE REINFORCING SCHEDULE A 2 #4 X 44-O" LEGEND INDICATES INDICATES 1 SQUARE FOO11N FOOTING SIZE +� ESQ## NOTES: 1) REFER TO SHT. #PT-01 FOR ALL GENERAL NOTES IS. 2) WHERE NO DIM. IS GIVEN DO NOT EXCEED 6'-0" SP= EE TENDONS. 3) TENDONS TO BE PLACED 6" (MIN) AWAY FROM SLA XU.N. 4) ALL TENDONS HAVE A MINIMUM 25'-0" SWEEP RADIU 5) TENDONS SHOULD BE PLACED AT MID -DEPTH OF THE'AB VARY HEIGHT FOR SLAB SLOPES. of s 6) SEE ARCHITECTURAL FOUNDATION PLANS FOR FLOOR DRAA�/ SLOPE LOCATIONS AND ANY LOCATIONS N07 SHOWN. 7) COLD JOINTS(ACHIEVED BY POURING THE BREEZEWAYS 12-24 I�Q AFTER THE REST OF THE SLAB), WWF MESH OR FlBER MIXED WIT CONCRETE CAN BE USED TO CONTROL THE SHRINKAGE CRACKING IN THE BREEZEWAYS THAT MIGHT OCCUR PRIOR TO STRESSING a J J z u _ z = o d L) Z m JY CL Z � LLJ W Om } U x U Zz N o w< u H� U' z Z O O = L1] F9 � rtttt PT-03A M. G. RUPIC' ARP9 P C,, L Consuilittin-C-1 Submission h@s tben checj(eci r,nN? for genera! T O'E", "Jesign concept of Lhe ;Yojectk. Comn-lan's made of -I shop i n,, i dravAngs ;'o nct with U-e conirad ;Dr is e�Por 1)e i and co"; for Revise and ;e-s..:b:'i.t COO;Oinatbn of the wick of 4:: i 'rades. By Note— I I I I I 11 1.1 I I II "-" '1 1 I1.1 I I II �"'-s:ArM'✓rt,�y _ _ _ _ �� 11 3'-6Y, ® `— PA 6 49" 7�{ 4 PA 9151" 6 "—{-3 SPA 0 '—rO 47A—r'._tT'" 18?{-{, 4 5 PA 6 56" 12'-10.�' SPA p 4 19'-11" 4 SPA 9 5 r 3 SPA 6 54"�-3 PA10 47'—{�41P 0 50W% 6 I ��^\ I �h�\ I I � � A0 I I 21 22 23 24 25 3 26 27 28 29 31 �30� 32 33 34 35 36 37 38 39 �40� 41 42 43 4566 6768 69 70 71 72 73 74 75 76 �82� 83 77 84 78 79 80 81 85 I I I I I T 92 I I I Y Y IY TT . -L, .^. 17 I1 . r7 r wlrac n.� 16 7 If--T."w-;hl /7, SQ24 xl �_ !-! 64 _ .,w�' r -� 65 ^ < 7=17r _-i6 63 12'-113'-4Y4"19'-11'--#11'-6"—k19'-11'T-34'19'-11'k-T-3v"19'-11"#-6' 2'-11Y4" V-7" FOUNDATION PLAN — 3 STORY BUILDING TYPE III Ste' (BUILDING #'S 2 & 4) 4" SLAB - BUNDLE NO. CITY. FT. ELONGATIONS 1 1 X 22A 0= 1%" 2 THRU 8 7 X 102A A= 81/a 9 THRU 14 6 X 105A A= 81/2" 15 AND 16 2 X 15A �= 7/g 17 1 X 22A = 1%" 18 1 X 29 A 0 = 21/8" 19 1 X 15A = 7/g 20 1 X 23A �= 1%" 21 1 X 28A 0= 2 22 AND 23 2 X 61A 0= 47/8" 24 THRU 27 4 X 71A �= 53/4 28 1 X 65A = 51/4 29 AND 30 2 X 61A �= 47/8" 31 1 X 63A A= 5" 32 1 X 65A A = 51/4" 33 THRU 36 4 X 71A A= 53/4" 37 AND 38 2 X 59A A= 43/� 39 THRU 42 4 X 71A A= 53/4 43 AND 44 2 X 65A A= 51/4" 45 1 X 61A A= 47/g BUILDING TYPE III -SLAB TENDONS BUNDLE NO. CITY. FT. ELONGATIONS 46 TH U 49 4 X 22A 0= 1%" 50 THRU 55 6 X 1218 = 9%" 56 THRU 62 7 X 117B = 91/4" 63 AND 64 2 X 15A A= 7/8" 65 1 X 22A = 1%" 66 AND 67 2 X 61A 0= 47/6" 68 AND 69 2 X 12A A= %" 70 THRU 72 3 X 65A A= 51/4" 73 1 X 67 A = 5%" 74 THRU 81 8 X 71A = 53/4" 82 AND 83 2 X 65A = 51/4" 84 AND 85 2 X 67 A 86 1 X 61A 0= 47/e" 87 1 X 63A 5" 88 1 X 69 A 0 = 51/2" 89 THRU 91 3 X 71A 0= 53/4 92 AND 93 2 X 65A 51/4" 94 1 X 61A 0 = 47/g 95 1 X 29A 21/8" 96 AND 97 2 X 4.9A 37/a SUPPORT CHAIR SIZE SUPPORT CHAIR SIZE Qt 11/2" SOG. INTER. LEGEND INDICATES INDICATES SQUARE FOOTING FOOTING­,�SQ# SIZE REINFORCING SCHEDULE A 2 #4 X 44-0" E 1 #4 X 6=6" F 1 #4 X 55_0" 62 81 60 �59 57 55 54 53 52 51 NOTES: s•' 1) REFER TO SHT. #PT-01 FOR ALL GENERAL NOTES &' li$. W 2) WHERE NO DIM. 15 GIVEN DO NOT EXCEED 6'-0' SPA¢. EEN TENDONS. 3) TENDONS TO BE PLACED 6" (MIN.) AWAY FROM SLAB D N.O.) 4) ALL TENDONS HAVE A MINIMUM 25'-0- SWEEP RADIU3J'J 41 5) TENDONS SHOULD BE PLACED AT MID -DEPTH OF THE'j e VARY HEIGHT FOR SLAB SLOPES. ®�'`'• 6) SEE ARCHITECTURAL FOUNDATION PLANS FOR FLOOR DRA<-; SLOPE LOCATIONS AND ANY LOCATIONS NOT SHOWN.®s,� 7) COLD JOINTS(ACHIEVED BY POURING THE BREEZEWAYS 12-24 t16}y�f� AFTER THE REST OF THE SLAB), WWF MESH OR FIBER MIXED WITF I CONCRETE CAN BE USED TO CONTROL THE SHRINKAGE CRACKING IN THE BREEZEWAYS THAT MIGHT OCCUR PRIOR TO STRESSING OF TENDONS m v/ J z V - Z = O U Zm a <> 2 LL Zo W w pm N �IUaaz ZLu Q O N U Z o 0 PT-04 - u G. �I `- LA � `= R N; W .y �1V a `av'' e Cans" lltjncinears Submission has been chevreC only for gene;ai corfcrmance i C ION with design concept of the Project. Comments made on shod ^. ibraie: o :c .:, gem cr.=1 drawings do not re;'ive the i :•r„cr:,',: .- v;itl`; - n Contractor fi m rempi!e3i'tee f C;: tce? ,,L. with requirements of ;h -- — - ----- - Contract 0)ocumems. Contractor :s res on "Ia r,r dimensions m to c and correlated at'he iob ste: for information that pertains ; solely to the tabi;catio.1 i processes or to Of COnstructio^ and, for coordination of the work of all i r, n c- o::i anca ',,,_•, trddes. Fabrication May_Proceed,, -ANI DO "act Fob.; 42'-1 z 17'-9' {5'-4"{-191-9 O 6" 3 SPA 0 57j —__-2 SPA 1J 4 SPA 0 5 6' GARAGE - SLAB TENDONS ) C) ) BUNDLE N0. QTY. F7: ELONGATIONS � Y 1 1 X 30A L =2t/4" 2 THRU 6 5 X 45A b=31/2" 7 H U 9 3 X 23A L = 1/a' b -' -- -- -- -- -- --1 ISQ24 Ip 10 THRU 14 5 X 26A /1= 17/g" N Q I I I 15 AND 16 2 X 29A L =21/9" III I ra cv o III I SUPPORT CHAIR SIZE QTY. = o I 1 t/Z" SOG. INTER. 60 0 o sa I I 9 I I LEGEND 2�— — INDICATES INDICATES x € _ _� L---- _J SQUARE FOOTING N b 9 SQ24 11 FOOTING --SQ# SIZE Y14' Y 26'-7" 0 A a m REINFORCING SCHEDULE FOUNDATION PLAN - GARAGE A 2 #4 X SCALE; /8-1' (ONE LOCATION) 4"SLAB G #4 X 0 12" I` . M 11 gi 25-1' 19'-OVt"�6'-4Vt` 4 SPA O 57 1/4"—}-60" 6 �liri I w 7 B 9 10 11 12 1- PAVILION — SLAB TENDONS LU BUNDLE NO. QTY. FT. #g -28'-8. ut r , 1 THRU 10 10 X 27A_ELONGA11ONS 7SPA047 6 -1 TTRASH COMPACTO2X 39A =3" BUNDLE NO. QTY. FT. ELONGATIONS H I ro tt rz, a 1 THRU 5 5 X 30A d=21/4 SUPPORT CHAIR SIZE QTY. I I 11/ SOG. INTER. 45 6 AND 13 6 X 16A L1=t" z 24 024 S I LEGEND jiIi SUPPORT CHAIR SIZE QTY. = o V r 5 10 I v I INDICATES INDICATES � ® 4 I p2' 2112" SOG. INTER. 40 Z I SQUARE FOOTING F — I Q¢ = LL � S OPE S PE FOOnNG�SQ SIZE n I y LEGEND z z 70.E Ld rs 24 SQ241 0 �E — 4?4 INDICATES INDICA �a N I _REINFORCING SCHEDULE SQUAREFoonNG 212 FOOTING SIZE Z 2 w O — I ' I A ��cJQ1ll1 = H il'1f 24 24 SQ H #4 X 5=6" © 12" ~z O -- FOUNDATION PLAN — TRASH COMPACTOR o Z B SCALE /e 1 (ONE LOCATION) 6"SLAB " kJ o FOUNDATION PLAN - PAVILION ��� Ir SCALE: /e=1' 4"SLAB NOTES; Om (ONE LOCATION} a 3 y 1) REFER TO SHT. #PT-01 FOR ALL GENERAL NOTES & 2) WHERE NO DIM. IS GIVEN DO NOT EXCEED 6'-0" SP . JEE ,,_ ' TENDONS. 3) TENDONS TO BE PLACED 6" (MIN.)AWAY FROM S (U,N.O.) 4) ALL TENDONS HAVE A MINIMUM 25'-0" SWEEP RADIb 5) TENDONS SHOULD BE PLACED AT MID—DEPTH OF VARY HEIGHT FOR SLAB SLOPES. s .; ST 6) SEE ARCHITECTURAL FOUNDATION PLANS FOR FLOOR Ogld SLOPE LOCATIONS AND ANY LOCATIONS NOT SHOWN. °•., yk� 7) COLD JOINTS(ACHIEVED BY POURING THE BREEZEWAYS 1 E°°, `1) AFTER THE REST OF THE SLAB), WWF MESH OR FlBER MI CONCRETE CAN BE USED TO CONTROL THE SHRINKAGE CRAG II IN THE BREEZEWAYS THAT MIGHT OCCUR PRIOR TO STRESSING '11, '(}� OF TENDONS 1 VVV G Coinsult'n Sum ission h2s lbeer cmiy for #new with desigri cjri.- Cept of the Project. COM-Mar."'s r-nada draV.,"rias do 1-1i-;- aleve me vAt ri I r a ct D oc; P, 'le c 1 S. Comte 2ssemz«,Kr to be ovaw sc,:e v S. s -,t c ch n a. u. e. s of cons1ruction. ircj P-D: Co6f.dinlatbil of fl-ia ,.,!Orx of all. +FaFjes. - - Fabricahorl Awlav Prnceaj Page is too large to OCR. Page is too large to OCR. 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