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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 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.; 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 r1.iaxy.a ..,.. -,- -i.iaxig -- __ FW4 2-1.75x11.25 05-A9-W F819 3-1.75x 14 08-d?'-W fW5 2-1.75x9.5 13-00-W fX1 15M.5 PoST 10-w-w M06 3-1.75x14 09-M-00 1BL7 .15X55 AZ7 10-w-w fW7 2-1.75x 11.25 07-M-M fffi2 XXXX Gb-GYI-A? f88 7'x16' 12-00-M f823 XXXX W-00-M FRV 3-1.75x14 0I-W W f824 XXXX 00-w-w f810 2-1.75x 14 07-00-W fffi5 XXXX 00-A7-AT F811 3-1.75x14 10-00-M /W6 XXXX A?-Gn-w f812 3-1.75x 14 07-M-M f827 XXXX Q9-Ln-w FB13 2-1.75x14 10-A?-A7 f&?8 XXXX AT-a?-00 f814 2-1.75x 11.25 09-00-M f829 XXXX A0-A?-Q7 fB15 3-1.75x14 12-00-M f830 XXXX 00-w-w NO TES .- FH5 7HA222-2 MSH222-2 FH6 THA422 AISH422 FH7 THA422-2 A4SH422-2 iW8- f1HUS2f0-2 THD210-2 FH9 SUL410 SKH410L FH101 SUR410 SKH410R ALL "4RKS MAY NOT BE USED. 1. REFER TO SHEE T T-1 FOR TRUSS DE TA IL S MA RKED ON PL A CEMEN T SHEE TS. 2. REFER TO SHEET F T— DE T FOR ADDL. FLOOR TRUSS DETAILS, SECTIONS & SCHEDULES. J. REFER TO SHEETS R T--DFT FOR ADDL. ROOF TRUSS DETAILS, SECTIONS & SCHEDULES. PLAC'de�EMEN T PLA Jq Building # 1 Level 2 '"q a s ALL BEAMS ARE DESIGNED BY OTHERS U.N. 0 RE.- STRUCTURAL PLANS FOR BEAM SIZES DBBO=DROP BEAM BY OTHERS FBBO=FLUSH BEAM BY OTHERS TRUSSWAY, LTID_ 8850 Trussway Blvd. Orlando, Florida (407) 857-2777 (407) 851-7899 FAX INTERNET www.trussway.com C Qs mow+ 1 u\ N z. C w REFER TO SHT.99T-1 99 FOR IMPORTANT INFORMATION! D RAW N BY: PC CHECK BY: PROJECT ID: 14299 ORDER # : SCALE NT,.S REVISIONS A B C D E F G SHEET F-0 11 rant FLOOR BEAM SCHEDULE AM M== SM/VM PM MR OF MM SE FLOOR BEAM SCHEDULE AU ==Wfl= S=/VM PR OM OF MMM MR& m" mm" u3m MAW WAM conw" uNm fmi 2-1=5 11-T-M f816 3-1.75W4 13-m-m W 2-1.75m9.5 08,00-W M7 2-1.75x14 13-w-0 fbW 2-1.75x9.5 10-00-M f818 2-1.75X14 12-00-00 fW4 2-1.75x11.25 06-M4M ffl19 3-1.75W4 wow fM 2-1.75x9.5 U-m-m fmi asa5 FY157 IV-w-M AW J- 1. 75x 14 M'X-W fX? .15W A9S7 10-W-00 fW7 2-1.75x11.25 07-" f8P2 xx" W-al-w AM 7-x16' 12,V-W jVj XXXX w-w-w fav J- 1. 75x 14 Of'V-M f824 XXXX W-0-m f810 2-1.75W4 07-M-M f&75 XXXX op-w-w f811 3-1.75x14 10-w-09 f&V XXXX "-w F812 3-1.75x14 07-W-W W7 XXXX W-" WJ 2-1.75x14 10—V-W F828 XXXX w-w-w f814 2-1.75x 11.25 09-00-09 fmy "xx W-0040 f815 3- 1. 75x 14 12-W-1X/ fflM XXXX 09-W-M rani rani rov I rov I FLOOR HANGER SCHEDULE mw DESCRMON SIAPSOOV I USP f711 LUS410 AIS4 10 FW HU48 HD48 FH.3 HHW48 ThV48 FH4 HCUS4 10 rm"to FHS THAM-2 FH6 MA422 A6W22 FH7 rM422-2 A6H422-2 FHB '0-2 TW210-2 M9 SUL410 I SAW410L FH101 SUR410 I SKH41CR ALL MARKS MAY NOT BE USED. NO TES .- 1. REFER TO SHEET T-1 FOR TRUSS DETAILS MARKED ON PLACEMENT SHEETS. 2. REFER TO SHEET FT—DET FOR ADDL. FLOOR TRUSS DETAILS, SECTIONS & SCHEDULES. 3. REFER TO SHEETS RT—DET FOR ADDL. ROOF TRUSS DETAILS, SECTIONS & SCHEDULES. TR U P-L EN T PLA N- Building #1 Level 3 ALL L BEAMS ARE DESIGNED BY OTHERS U. N. C RE.- STRUCTURAL PLANS FOR BEAM SIZES DBBO=DROP BEAM BY OTHERS FBBO=FLUSH BEAM BY OTHERS INTERNET www,trussway.core, 0 CN 0 0 11 Lip ry" 0 0 LL- I REFER TO SHT.19T-l"Fo.- 0 FOR IMPORTANT INFORMATION! 0 3: DRAWN BY: PC CHECK BY: PROJECT ID: 14299 ORDER #: SCALE N TS REVISIONS c- a) CL A N Q C D U) :3 0 c- E G IN't 6 FLOOR BEAM SCHEDULE MR SCHEDULE jt�PM EM W MUM m W m WN DES099M umm fX1 2-t75xg.5 If-W-W F&S -X-- 1. 75x 14 151" nV2 2-1.75,9.5 W-" W7 2-1.75504 AW 2-1.75xg.5 W-" f&$ 2-1.75W4 12-" IM 2-1.75x11.25 f819 3-1.75.14 as-" FM 2-1.7.W.5 FW 15XL5 AZr to-alL-w ANS 5-1.75xt4 w-w-w fam ims Azr fo-" IW7 2- 1.75k 11.25 07-" fm xim a7-" I AM 7'x16' 12-W-W fiVj XJ= F" 3-1.75x14 01--" M4 X;= W-" MO 2-1.7504 ff-" FM XA" W-" M1 3-1.75xf4 W-" fm XA2X 00-" I812 3- 1. 75x 14 07-w-w flu Awx w-w-w f813 2-1.75x14 10L" fm XX" a7--g" M14 2-1.75,11.25 w-" MY X"x W-V-W mo J- 1. 76x 14 V-W-W fW AM w-w-w FLOOR HANGER SCHEDULE MARK DESCW710V -VA075M I (w FHf 116410 JUS4 10 -io- tv-9 FHJ ffli Fff,5 MSH222-2 FHB 1M422 AOSW22 I FH7 TM422-2 M"2 -2 fM W4210-2 IM210-2 FH9 SIX00 SKH4 W I W101 SUR410 I SKH41OR Au Awn mAr Afor &E usm. NO TES .- 1. REFER TO SHEET T-1 FOR TRUSS DETAILS MARKED ON PLACEMENT SHEETS. 2. REFER TO SHEET FT— DET FOR ADDL. FLOOR TRUSS DETAILS, SECTIONS & SCHEDULES. J. REFER TO SHEETS RT—DET FOR ADDL. ROOF TRUSS DETAILS, SECTIONS & SCHEDULES. Bldg 2 level 2 t---I-"EM PLAN PLA f ENT Building #2 Level 2 ALL BEAUS ARE DESIGNED BY OTHERS U.N. C RE.- STRUCTURAL PLANS FOR BEAM SIZES DBBO=-DROP BEAM BY OTHERS FBBO=FLUSH BEAM BY OTHERS INTERNET www. 6 I russway. c o m wo "M NO j667-oog mm 4-j n Lo of 0 0 N 0 _0 Or_ o 0 REFER TO SHT.99T-199E 0 FOR IMPORTANT INFORMATION! DRAWN BY: PC CHECK BY: PROJECT ID - 14299 ORDER #: SCALE NT5 REVISIONS A m C D E F G w N 0 0 c- 0) c- a) 6 FLOOR BEAM SCHEDULE 6" PER em w wwo Rmm/sm FLOOR BEAM SCHEDULE AL Womm SE Km wo/sm Po mm w mm wm OEM MMMPM Loam wm 11 ONEM Lum IM 2-1.75x9.5 I/--" Imuls 1.75x14 ii-W-M ffiW 2-1.75x9.5 0-� f011 2-1.75x14 MW 2-1.75f9.5 ld-" MAN 2-1.75x14 f" 2-1.75x11.25 06�-" RIO J- 1. 75,14 off-w-w F" 2-1.75x95 IJ-W-W fW1 .15a5 FMT to -a" fX8 3- 1. 75x 14 ffl-" AX2 MZ5PW 10-" M7 2-1.75x 11.25 97-" fW X"X f" 7'X16" 12-" fau Am W-" F" 3-1.13W4 Of-" AW AM W--O F810 2-1.7504 97-" A 05 "" W-49--w F811 3-1.75,14 10-" IM XAW 00-" f812 J- 1- 14 07-" f817 XXXX do-" /013 2-1.7504 10-" fW A%a 89-W-w f814 2-1.75W11.25 QV" AV9 X= 07--" 1015 3-1.75M14 12-" fM A= NO TES .- FLDOR HANGER SCHEDLILE AMW DESCAW-flom SA#Isav IZP FH? IM410 A6410 fW hV48 HOM RU MWISM ram FH4 MU5410 YINN41 FH5 YNW2-2 AmnL--2 FH6 YM422 MSH422 MI rM422-2 I FHO I hMJWS210-21 7W210-2 SIX410 I SAW4 foaL SM410 1 SKH41OR ALL A64WS 94Y AfOr HE USED.. 1. REFER TO SHEET T-1 FOR TRUSS DETAILS MARKED ON PLACEMENT SHEETS. 2. REFER TO SHEET FT—DET FOR ADDL. FLOOR TRUSS DETAILS, SECTIONS & SCHEDULES. J REFER TO SHEETS RT—DET FOR ADDL. ROOF TRUSS DETAILS, SECTIONS & SCHEDULES. roIN4 C'EMI ---- i ldg 2 le ve / J PLA TR 4611 k'7!) Building #2 Level 3 ALL BEAMS ARE DESIGNED 8 Y 0 77-IERS U. N. C RE.- STRUCTURAL PLANS FOR BEAM SIZES DBBO=DROP BEAM BY OTHERS F8BO=FLUSH BEAM BY OTHERS INTERNET www.trussway.com 0 C/) cc Q0 SRI REFER TO SHT.19T-1 FOR IMPORTANT INFORMATION! n co 0 L- 0 0 E DRAWN BY: PC CHECK BY: PROJECT ID: 14299 ORDER #: c- SCALE N TS REVISIONS N 4� 0 A c Q :3 0 c- m E F c- G SHEET 0 F—c. 0 4 -D 4-A 0 FLOOR BEAM SCHEDULE All ffAY51C0ltl$C1 M S®/WEG PER DMA OF Wa M sa SiW1C PLANS. FLOOR BEAM SCHEDULE ALL =LCANiEcnpiS MM/SPEG AEA eM a MMM SEE 1I1IiiNM1LL R ANS mm BEAN Dmaa m IF" VAN BEAM DM PM IW I 2-1. 75x9.5 11-00-M fB16 3-1. 75W 4 13La" M2 2-1.75x9.5 08-00-M fB17 2-1.75x 14 lJ 00-00 fbCl3 2-1.75x9.5 10-00-M fV8 2-1.75x 14 12-W-00 fW4 2-1.75x l 1.25 06-00-V f819 3-1.75x14 04 W-00 fW5 2-1.75x9.5 1 -00-00 W 35X35 FXT 10-A7-L10 fW6 3-1.75x14 09-00-M FW2 15,M5 FW 10-00-M fW7 2-1. 75x 11.25 07-00-00 fR?2 XXXX 00-m-Gm fW8 7x16` 12-00-W W XXXX W-00-M fW9 3-1.75x14 01-00-M f8?4 XXXX 00-00-00 f810 2-1.75W 4 07-00-Lb f825 XXXX 00-07-00 fall .i-1.75x14 faun-m f&6 XXXX w-" f812 3-1.75x 14 07-00-M W XXXX 00-00-07 FB13 2-1.75x14 10-00-AO fffi8 XXXX A7-00-07 f814 2-1.75x11.25 09-00-00 f&V XXXX 00-00-00 f815 3- 1.75x14 12-00-M f830 XXXX 00-00-0 NOTES FLOOR HANGER SCHEDULE MARK DESCRIPTION SIMPSON USP fH1 LUS410 ✓US410 FH2 HU48 HD48 FH3 HHUS46 TH048 FH4 HGUS410 7HDH410 FH5 M4222-2 AFSH222-2 FH6 THA422 MSH422 FH7 7NA422-2 I MSH422-2 f7-18 HHUS210-2 Tf10210-2 fH9 SUL410 SKH4fOL fHlO SUR410 SKH4fOR ALL MARKS MAY NOT BE USED. 1. REFER TO SHEET T-1 FOR TRUSS DETAIL S MARKED ON PLA CEMEN T SHEETS. 2. REFER TO SHEET FT-DET FOR ADDL. FLOOR TRUSS DETAILS, SECTIONS & SCHEDULES J. REFER TO SHEETS RT-DET FOR ADDL. ROOF TRUSS DETAILS, SECTIONS & SCHEDULES. /:) Id_q J level 2 TR Ut'-3 -3 PLA CEMEN T Building #3 Level 2 C ALL BEAMS ARE DESIGNED B Y O THERS U. N. 6 RE.- STRUCTURAL PLANS FOR BEAM SIZES DBBO=DROP BEAM BY OTHERS FBBO=FLUSH BEAM BY OTHERS TRUSSWAY, LTD_ 8850 Trussway Blvd. Orlando, Florida (407) 857-2777 (407) 851-7899 FAX INTERNET www.trussway.com 0 0 r n a h� -Q Of 1 0 J LL. REFER TO SHT "T-1 " 0 EO FOR IMPORTANT INFORMATION! L- DRAWN BY: PC, 'cn CHECK BY: a� PROJECT ID: 14299' 0 ORDER #: SCALE NTS REVISIONS : a cu A N B a C D 0 E c- c F G v cu SHEET 0 FLOOR BEAM SCHEDULE AsUm =ui SM/VM P ENOt W WIM. FLOOR BEAM SCHEDULE ASmi s & urgc°� SMISPV' PM 8M W RWM MAW KM OESWIM UNM MARK I BEAN BESCPoPiRIN LDIM IWI 2-1.75x9.5 11-W-00 f816 3-1.75x14 13-XLXl fbW 2-1.75x9.5 08-00-M f817 2-1.75x14 Is-" f80J 2-1.75x9.5 10-69-00 f818 2-1.75x 14 12-A9-M f804 2-1.75xl 1.25 06-W-W f819 3-1.75x14 m-" fbV5 2-1.75x9.5 IJ-00-M fbri .IM ..L5 MST 10-00-A7 fW6 3-1.75x14 09-00-00 f802 JM55IMI 10-00-09 fX7 2-1.75x l 1.25 07-M-W fw XXXX 00-00-00 f W 7 x 16' 12-00-09 fb73 XXXX 00-00-00 f809 3-1.75x14 04-09-09 f824 XXXX 00-00-M fB10 2-1.75x14 07-A9-09 f825 XXXX 09-00-07 f8l1 3-1.75x 14 10-00-00 fw6 XXXX 00-w-w f812 3-1.75x14 07-00-W f827 XXXX 00-w-00 f8l i 2-1.75x 14 10-1Xf-07 f828 XXXX 00-00-Gb f814 2-1.75x 11.25 09-1X1-07 f879 XXXX 00-00-00 f815 J-1.75x14 12-0'1-07 F&V XXXX oo- -w NO TES FLOOR HANGER SCHEDULE MARK DESCRIPTION SIA4PSON I USP fN1 LUS410 JUS410 FH2 HU48 HD48 FNJ HHUS48 TND48 FH4 HGUS410 THDH410 A405 IN4222-2 A(SH222-2 FH6 THA422 MSf1422 fN7 7HA422-2 MS 422-2 ff18 HHUS210-2 THD210-2 FH9 SUL410 SK0410L FH10 SUR410 SKH4IOR ALL MARKS MAY NOT SE USED. 1. REFER TO SHEET T-1 FOR TRUSS DF TA IL S MARKED ON PLACEMENT SHEETS. 2. REFER TO SHEET FT—DET FOR ADDL. FLOOR TRUSS DETAILS, SECTIONS SCHEDULES J. REFER TO SHEETS Ri-DET FOR ADDL. ROOF TRUSS DETAILS, SECTIONS & SCHEDULES. /:) Idg J level 3 TR _ PLA.�III���f�lBuildinci #3 Level 3 VIIANXIAWAIMAOMA COW-11AWNEm ii ALL BEAMS ARE DESIGNED B Y OTHERS U. N. G RE. STRUCTURAL PLANS FOR BEAM SIZES DBBO=DROP BEAM BY OTHERS FBBO=FLUSH BEAM BY OTHERS TRUS�SINAY INTERNET www. triLssway. com W� w Q a p, Q "A p 0 T- Q 10, 0 J Li 0 REFER TO SHT."T-1 "IL° FOR IMPORTANT INFORMATION! DRAWN BY PC o CHECK BY: a PROJECT ID: 14299 0 ./ Ln ORDER SCALE NTS REVISIONS ; A N B o C I E F G a 0 c- c a) v SHEET 0 060- ROOF BEAM SCHEDULE ALL BEAYSQAWL CTIONS SIZED/SPEC. PER EIM OF RECORD: sEf STRu AL PLANS. ROOF BEAM SCHEDULE ALL BEAMCCALECTKNiS S�D/SPEC. PER ENGR. OF RECORD. SEE.STRUC AL PLANS. NARK( 1 BEAN DESCRIPTION LENGTH NARK BEAM DESCRIPTION LENGTH R801 2-1.75X 16 12-QO-00 RbG1 3-1.75X11.875 18-00-00 RB02 2-1.75X11.25 10-00-00 RW 2-1.75X11.875 16-00-00 RbW 2-1.75X11.25 14-00-00 RBG3 2- 1.75X11.75 22-00-00 R804 2 -1.75X 11.25 12-00-00 RBG4 2-1.75X 11.875 26-00-W R805 2-1.75X9.5 09-00-00 R820 XXXX 00-00-00 RB06 2-1.75X11.25 15-tv-00 RB21 XXXX 00-00-00 R807 2-1.75X9.5 08-W-00 RB22 XXXX 00-00-00 R809 2-1.75X 16 17-00-00 R823 XXXX 00-00-00 RM9 2-1.75X9.5 10-00--00 R824 XXXX 00-00-00 R810 XXXX 00-00-00 R825 XXXX 00-00-M R811 XXXX &V-00-00 NO XXXX 00-00-W 012 XXXX 00-00-00 W7 XXXX 00-00-00 RB13 XXXX 00-07-W R828 XXXX 00—W-00 014 XXXX 00-M-00 R829 XXXX 00-00-00 RB15 XXXX 00-LYI-00 MM XXXX V-00- NO TES ." ROOF HANGER SCHEDULE ,NARK LIESCRIPTION SIMPSON USP RH1 LUS24 JUS24 RH2 LUS26 JUS26 RHJ HUS26 HUS26 RH4 NA29 MSH29 RH5 77-IA222-2 MSH222-2 RH6 SUL26 SKH26L RH7 SUR26 SKH26R RH8 HUS210 D21 RH9 HGUS26-2 THOH26-2 RH10 --- HJC26 1. REFER TO Sl EE T T-1 FOR TRUSS DE TA IL S A11A RED ON PL A CEMEN T SHEETS. 2. REFER TO SHEET FT-DET FOR ADDL. FLOOR TRUSS DETAILS, SECTIONS SCHEDULES J. REFER TO SHEETS RT—DET FOR ADDL. ROOF TRUSS DETAILS, SECTIONS & SCHEDULES. x 114 " P—nail) TOE —NAILS @ FYI CHORD CONNECTION. GH BA CK SIDE OF END GRAIN OF ARE NOT ALLOWED) _(3) — (0. 148'X3 114 " P—nail) TOE —NAILS TOP BOTTOM CHORD CONNECTION FOR WR" GIRDER AND (12) NAILS ALONG VERTICAL END WEE OF 'h/R " GIRDER INTO THE HIP GIRDER TRUSS. (2) — (0. 148 "XJ 114" P—nail) TOE —NAILS 9 TOP & BOTTOM CHORD CONNECTION, NAILING - OPEN FACE USE WHERE CONNECTIONS ARE (EXCEPT IN CALIFORNIA) NOT SPECIFIED IN PLACEMENT PLA (_'_'7E MEN T Building # 1 Lower Club Roof ALL BEAMS ARE DESIGNED BY OTHERS U.N. G RE.- STRUCTURAL PLANS FOR BEAM SIZES DBBO=DROP BEAM BY OTHERS FBBO=FLUSH BEAM BY OTHERS TRUS�SWAY INTERET IN 5 n c� Q 0 N O NJ N C3 O O Li 0 REFER TO SHT.""T-199LO FOR IMPORTANT INFORMATION! DRAW N BY: PC CHECK BY: PROJECT ID: 14299 0 ORDER #: c- SCALE NTS REVISIONS A N B` 0 (D C p 0 E c- F O a� SHEET 0 ILfl- JOE J09 ROOF BEAM SCHEDULE mMMSM�MM.ffM ROOF BEAM SCHEDULE ALwompma.w1 mm I ffm Ana LDM mm WAM DE MMM LUM AA71 2-1.75X16 12-A9-A7 AW1 3-1.75X1 i.875 18-W-M MW 2-1.75X11.25 10-" 18W 2-1.75X11.875 16-09-A9 AM 2 -1.75X 11.25 14-T--m Rai 2- 1.75X 11.75 22-W-W A70f 2-1.75X11.25 12-M-W MW 2-1.75X11.875 26-M-M A50 2-1.75X9.5 R9-A9-A7 A&V XXXX Q9 Q7 Q9 A 8 2 -1.75X 11.25 16-A9-Q7 9921 XXXX Q7 A 07 2-1.75X9.5 66-17-m W2 XXXX X-A9-m A 8 2-1.75X16 17-A7-A7 RHO XXXX A9-w-w my 2-1.75X9.5 10-Ga-A7 A424 XXXX A7-A7-Q7 010 XXXX 00-A7-A7 fiw XXXX A9-w-x R011 XXXX 00--A7-A7 Aw XXXX 09-- Q7 W12 XXXX A7-A7-A7 MY XXXX A7-A9-A7 R913 XXXX 09-GO-A7 RM XXXX -A7 014 XXXX 00-Q9-Gb aw XXXX w-w-w R915 XXXX DD-A7 A3i0 XXXX p9-Gf?-Q7 NO TES ROOF HANGER SCHEDULE MW DE'SCRV710M MC20M USP RHt LUS24 AW4 RH2 LUS26 AW6 RH3 htW6 HU526 RH4 TAM" AfsH2s 045 rM222-2 AASH222-2 RH6 SUL26 SKH26L RH7 SUR26 SKH26R RHB MS210 7N0210 RH9 hQJS26 2 THAW6-2 RH1 H/C26 ALL AWRKS A94Y NOT BE MO. TYPICAL H I P OPEN FACE (EXCEPT IN CALIFORNIA) (3) — (0. 148 x 3 114 " P—nc7il) TOE —NAILS C9 TOP & BOTTOM CHORD CONNECTION. (NAILS THROUGH BACK SIDE OF GIRDER INTO END GRAIN OF MONO TRUSS ARE NOT ALLOWED) _(3) — (0. 148 "x3 114 " P—nail) TOE —NAILS 0) TOP & BOTTOM CHORD CONNECTION FOR HR" GIRDER AND (12) NAILS ALONG VERTICAL END WEB OF 'HR " GIRDER INTO THE HIP GIRDER TRUSS. (2) — (0. 148'x3 114" P—nail) TOE —NAILS TOP & BOTTOM CHORD CONNECTION. SET NAILING USE WHERE CONNECTIONS ARE NOT SPECIFIED IN PLACEMENT 1. REFER TO SHEET T-1 FOR TRUSS DETAILS MARKED ON PLACEMENT SHEETS.'EMEN T PLA N 2. REFER TO SHEET F T DE T FOR ADDL. FLOOR TRUSS DETAILS, SECTIONS & TR U PLAf_'1 SCHEDULES. ALL BEAUS ARE DESIGNED BY OTHERS U.N. 0 J. REFER TO SHEETS RT-DET FOR ADDL. ROOF TRUSS DETAILS, SECTIONS & B uil d-mg # 1 Upper Roof RE: STRUCTURAL PLANS FOR BEAM SIZES DBBO=DROP BEAM BY OTHERS SCHEDULES FBBO=FLUSH BEAM BY OTHERS J ROW,S�SWAY TRUSSWAY LTD_ 8880 Trussway Blvd. Orlando, Florida (407) 857-2777 (407) 851-7899 FAX INTERNET www.trussway.com mi hff n C N n L0 c' a \ 0 0 Q Q 4 0 N V Ca 3 O C C: • 0 REFER TO SHT.99T-199LOL FOR IMPORTANT INFORMATION! DRAWN BY: PC, CHECK BY PROJECT ID: 14299 U) ORDER #: 1E SCALE NTS REVISIONS N A B a C D U) D 0 E F G v SHEET' 0 R-0 / uQ_ a ROOF BEAM SCHEDULE ML Mwmm supm m em w 0=0& sm RO0SCHEDULE BEAM ML sm wn I mmaw= umm lGIYociomqm Lem MUl 2- 1. M16 12-" Mgt 3-I.Mff.875 M-" MtV 2 -1.75XII.25 fg-" AW 2-1.75XI 1.875 N-" AM 2 -1.75XII-25 14-Ci-M AW 2- 1.7=11.75 22L" AM 2 -1.75M.25 12-W-W AM 2-1.75XIL875 26-" Aw5 2-1.75".5 0-" MW XA%X W-" AW 2 -1.75XII.25 16-" ALVI XAXX AW 2-1.75M.5 M�" AW XAWX #" 2-1.75KIS 17-" AM xm A&V 2-1.75M.5 to-" m?4 xm ARM X"X X" RM X= AW XXXX W-" AM A= W2 WX X-" W7 "W AV--" wr mx F= Am X= W4XXXX an .___ XXXX— go-" mm NO TES .- 1. REFER TO SHEET T- I FOR TRUSS DE TA IL S A11A RKED ON PL A CEMEN T SHEETS. 2. REFER TO SHEET FT- DET FOR ADDL. FLOOR TRUSS DETAILS, SECTIONS & SCHEDULES. J. REFER TO SHEETS RT-DET FOR ADDL. ROOF TRUSS DETAILS, SECTIONS & SCHEDULES. ALL WRAS MAY NOT BE USM (3) — (0.148 x J 114 " P—nail) TOE —NAILS (9 TOP & BOTTOM CHORD CONNECTION (NAILS THROUGH BACK SIDE OF TRUSS GIRDER INTO END GRAIN OF MONO TRUSS ARE NOT ALLOWED) C t LCJ �j CQ i — 0, 148"xJ 114 " P—nail) TOE —NAILS 9 TOP & BOTTOM CHORD CONNECTION FOR "HR" GIRDER AND (12) NAILS ALONG VERTICAL END WEB OF 71R" GIRDER INTO THE HIP GIRDER TRUSS. JAG '� Ns JA CA (2) — (0.14850 114 " P—nail) TOE —NAILS 9 TOP & BOTTOM CHORD CONNECTION. GIRDER TYPICAL HIP SET NAILING OPEN FACE USE WHERE CONNECTIONS ARE (EXCEPT IN CALIFORNIA) NOT SPECIFIED IN PLACEMENT � 4 4 TR LT,S,SPLA C'EMENT Building #2 Roof W pt k ALL BEAUS ARE DESIGNED BY OTHERS U.N.6 RE: STRUCTURAL PLANS FOR BEAM SIZES DBBO=DROP BEAM BY OTHERS FBBO=FLUSH BEAM BY OTHERS INTERNET www.trussway.com go: NOW-, WN e_w, 44-ft" 104'a 1 rr) 0 ry Ld LO 0 0 0 0 C3 _0 a) 4� 0 a) L_ ry 0 A! 0 LL_ 0 REFER TO SHT.19T-119F0-. FOR IMPORTANT INFORMATION! zot DRAWN BY: PC CHECK BY: PROJECT ID: 14299 ORDER #: SCALE NT5 REVISIONS c- A N 0 c Q) D 0 c- 01 c- E 4_5 G SHEET -0 0 P-020- 3 4� 0 /Y4 1� ROOF BEAM SCHEDULE Al WO SM/VM M SM OF ROM SE PLqa ROOF BEAM SCHEDULE SM/WM PM MR OF OMM MAW WAM BOOM" umili west Kw U300mm u3m R&VI 2-1.75XI6 12-" RBoj 3-1.75XII.875 18-00-M AW 2 -1.75XI 1.25 10-00-00 mv 2-1.75XI 1.875 IS-M-W REW 2 -1.75XI 1.25 14-" ffwj 2- 1.75XI 1. 75 22-00-M RM 2 -1.75XII.25 12-W-M Rm 2-1.75XI 1.875 26-00-X RBO 2-1.75X9.5 og-" mw xxxx 00-00-W R806 2 -1.75XI1.25 18-" hV21 XXXX 00-00-M RBoz 2-1.75X9.5 w-" Rw XXXX 00--00-m A808 2-1.75XI6 17-W-W RW XXXX 040-CO-M 099 2-1.75X9.5 10-W-M R824 XXXX 00-00-M W10 XXXX 00-X-X ROM XXXX 00-" 011 XXXX WV-W Am XXXX 00-m-M R812 XXXX 00-00-M AW7 xxxx 049-" RBIJ XXXX 00-" RW XXXX R814 XXXX 00-" R�w xxxx R815 XXXX W-" f ARV xxxx NOTES .- 1. REFER TO SHEET T-1 FOR TRUSS DETAILS MARKED ON PLACEMENT SHEETS. 2. REF -ER TO SHEET FT—DET FOR ADDL. FLOOR TRUSS DETAILS, SECTIONS & SCHEDULES. J. REFER TO SHEETS RT—DET FOR ADDL. ROOF TRUSS DETAILS, SECTIONS & SCHEDULES. ROOF HANGER SCHEDULE MAW DESCRIPTION SIMPSON USP RHI LUS24 A624 RH2 LUS26 ✓W26 RH3 HUS26 RH4 7HA29 -HUS26 A(SH29 RH5 THA222-2 MSH222-2 RH8 SU126 SKH26L RH7 SUR26 SKH26R a HUS210 THD210 RH9 HGYS262 rHDH26-2 I fiW101 ---- IVC26 ALL MARKS MAY NOT BE USED. (j) - (0. 148 x J 114 " P-nail) TOE -NAILS (P TOP & BOTTOM CHORD CONNECTION. (NAILS THROUGH BACK SIDE OF �MONO = TRUSS 1 GIRDER INTO ENO GRAIN OF MONO TRUSS ARE NOT ALLOWED) (5) - (0, 148'�3 114 " P-nail) TOE -NAILS 9 TOP & BOTTOM CHORD CONNECTION FOR 'NR" GIRDER W JACK� AND (12) NAILS ALONG VERTICAL END WEB OF Q) '�IR" GIRDER INTO THE HIP GIRDER TRUSS j A C' JA Cl' ILIQ Q. I-Q (2) — (0.148-x3 114" P—nail) TOE —NAILS SAC TOP & BOTTOM CHORD CONNECTION gwxr.� TYPICAL HIP SET ONAILING- O OPEN FACE USE WHERE CNNECTINS AR (EXCEPT IN CALIFORNIA) I NOT SPECIFIED IN PLACEME I TIC U�S`aS" PLCC'�'MENT Building #3 Roof ALL BEAUS ARE DESIGNED BY OTHERS U.N. 6 RE: STRUCTURAL PLANS FOR BEAM SIZES DBRO=DROP BEAM BY OTHERS FBBO=FLUSH BEAM BY OTHERS INTERNET www.trussway.com 0 OMNI NOW', NOR 5 A I ro 0 4-j �0 n LO 0 L L C) 0 • 0 REFER TO SHT."T-199FOT FOR IMPORTANT INFORMATION! 0 D RAW N BY: PC CHECK BY: PROJECT ID: 14299 ORDER #: *F SCALE N TS c- REVISIONS CLa) A N 4-A 0 C a) D U) :3 0 E c- 4_j G SHEET 0 -D _0 041 0 10 -k