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05-1471(2)-0011f Y4 12/0212005 9:20 72778914701 f WA A E I' PAGE 02 Ra� VIA WEST GABLES MIAMI - AHU 1ST FLR HVAC Load Analysis for ELEMENTS Tampa FL. Prepared By: AEI Architectural Engineering 3442 E Lake Rd. Palm Harbor FL. 34685 784 -1472 Tuesday, November 29, 2005 2005111812A035 M I A M I•DADE 1- DEC -2005 MS ANNEL MARTINEZ ELEMENTS ARCHITECTS 5880 BIRD RD MIAMI, FL 33184 Re: Sewer Connection Approval For: WACHOVIA WEST GABLES 5880 BIRD RD SOUTH MIAMI Dear MS MARTINEZ: IN II III II III II III II III II III II III II IVI III 111 114 III II III II III II III II III II III II IIII IIII Environmental Resources Management Office of Plan Review Services 11805 SW 26th Street Miami, Florida 33175 -2474 T 786 - 315 -2800 F 786 - 315 -2919 miamidade.gov This Department has evaluated plans and documents related to the above referenced project which is more particularly described below: PREVIOUS USE: 12,177 SF BANK PROPOSED USE: 12,177 SF BANK PREVIOUS FLOW (GPD): 1218 PROPOSED FLOW (GPD): 1218 JOB DESCRIPTION: Proposed interior remodeling of existing bank. No change in use therefore no allocation required. Any change in use will require a DERM allocation letter. Based on this evaluation, it has been determined that this project will not result in an increase of flows to the sanitary sewer collection /transmission system over and above the flows from the most recent use at the property. Accordingly, this request is found to be in compliance with the provisions of the First Partial Consent Decree (Case No. 93 -1109 CIV MORENO) between Miami Dade County and the U.S. Environmental Protection Agency, and a Sewer Service Capacity Certification Letter is not required. By copy of this letter we are advising the appropriate building official of our Department's determination. Should you have any further questions regarding this matter, please contact the Water and Sewer Division at 372 -6524. Sincerely, o ern z, P.E. ffice of Plan Review Services ental Resources Management CC: Building official EjYC4exc Ew-) y) .UGLyj Applicant -/ VIP) i, F • FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION CHAPTER 4 — Commercial Building Compliance Methods FORM 40OD -01 Renovations & Systems Prescriptive Method ALL CLIMATE ZONES Project Name: WAC.HO IA - WESt ABLr-S g Zone: 8 Address: 5b 5Q DIQO RAAO Building Classification: RENOVA"TEO I30SItJE7S City, Zip Code: M1 PAM 1 3S I S S Building Permit No.: Builder: Permitting Office: MI AM 1 Owner. W ,NUi tJV 1 N Jurisdiction No.: 2-32-400 BUILDING INFORMATION WALLS I E ? ROOF /CEILIN Ul FLOORS 1021 DOORS f7C1 ? GLASS TYPE U AREA TYPE U AREA TYPE U AREA TYPE U AREA TYPE U AREA Concrete CBS Ventilation 4091 Under Attic <65,000 BlU/h Slab on rade Minimum efficiencies —Heating Tables 4-7,4-8.4-9 Cooling Tables 4-3.4A, 4-5,4-6. <65,000 Bluth Wood 4071 Resistance Single, wall 265,000 BLu/h 10-5—EER Wood frame 265,000 Btu/h — COP Single Assembly Dedicated Heat Pump Raised Wood _ EER _ IPLV Metal — COP 4121 Double, wall Evaporatively cooled Metal frame Spas & heated pods must have covers. Non-commercial pods must have pump timer Gas spa 8 pool heaters must have a minimum thermal efficiency of 78% Eva tivphr cooled Other q 2 Natural Raised Concrete PTAC — EER Insulated Electric Resistance — COP Single. roof LPG ❑ Insulation R -value — COP _ IPLV Insulation R -value C2 STLPS Insulation R -value ❑ Gas heat pump Other <225,000800.000 Btu/h _ AFUE Double, roof Other ❑ PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) Components 1 SYSTEMS INFORMATION Requirements Check Operations Manual 1021 AIR CONDITIONER ✓ HEATING SYSTEM 406 1 HOT WATER ✓ TYPE EFFICIENCY TONS TYPE EFFICIENCY BTU/H TYPE Unitary 8 Heat Pump 407.1 Electric resistance reheat prohibited Central 8 Heat Pump Ventilation 4091 Electric <65,000 BlU/h SEER Minimum efficiencies —Heating Tables 4-7,4-8.4-9 Cooling Tables 4-3.4A, 4-5,4-6. <65,000 Bluth _ HSPF 4071 Resistance 265,000 BLu/h 10-5—EER _ IPLV tie- 265,000 Btu/h — COP 4101 Dedicated Heat Pump Water cooled _ EER _ IPLV Water coded — COP 4121 Gas Evaporatively cooled _ EER Spas & heated pods must have covers. Non-commercial pods must have pump timer Gas spa 8 pool heaters must have a minimum thermal efficiency of 78% Eva tivphr cooled — COP q 2 Natural ❑ PTAC — EER Show he water flow restricted to maximum of 2 5 gpm at 80 psi Toilets meet 42CFR 6295(k) Public lavatory fixture 5 gpm, or d setldosing valve, 25 gallon circulating, 5 gallon non- arculating Electric Resistance — COP d15.1 LPG ❑ Chiller — COP _ IPLV Gas/Oil circle one) C2 STLPS HRU ❑ Gas heat pump — COP <225,000800.000 Btu/h _ AFUE Other ❑ Other 2225,000/300,000 Btu/h _ Et — LIGHTING Total Lighting Wattage 11;4+0 1.41 SIZING CALCULATION DUCTS R -value = Total Conditioned Floor Area --r i(; suz = Watts/sq n (ll required) Attached ❑ location CO tJ DI ION PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) Components 1 Section Requirements Check Operations Manual 1021 Operations manual will be provided to owner ✓ Windows 406 1 Maximum of .3 cfm per sq ft. of window area ✓ Doors 406.1 Maximum of 12 cfm per sq fL of door area Joints/Cracks 406 1 To be caulked, gasketed. weatherstn ped or otherwise sealed Reheat 407.1 Electric resistance reheat prohibited Ventilation 4091 Supplied with readily accessible switch for shut -off and/or volume reduction when ventilation is not required HVAC Efficiency 407.1, 408.1 Minimum efficiencies —Heating Tables 4-7,4-8.4-9 Cooling Tables 4-3.4A, 4-5,4-6. HVAC Controls 4071 Separate readily accessible manual or automatic thermostat for each system HVAC Ducts 410.1 Air ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of section 410.1 Balancing 4101 1 HVAC distribution system(s) tested and balanced Piping Insulation 4111 In accordance with Table 4 -11. Water Heaters 4121 Automatic electric storage water heaters 5120 gallons and gas 8 oil fired storage water heaters 575,000 Bluth shall meet performance requirements in Table 4.12. Electric >120 gallons standby loss 5.30+27NT Gas >75 000, Oct >105.000 E, 78 Standby loss 5 1.30+114N, Gas, Oct >155,000 E, 78, Standby loss 5 1 30 +95N, Swimming Pods 8 Spas 4121 Spas & heated pods must have covers. Non-commercial pods must have pump timer Gas spa 8 pool heaters must have a minimum thermal efficiency of 78% Hot Water Pipe Insulation 4 T2 1 Piping heat loss is limited to the levels in Table 4 -11 for circulating systems and the first 8' of pipe from a storage tank. VI /A Water Fixtures 4121 Show he water flow restricted to maximum of 2 5 gpm at 80 psi Toilets meet 42CFR 6295(k) Public lavatory fixture 5 gpm, or d setldosing valve, 25 gallon circulating, 5 gallon non- arculating ✓ Lighting d15.1 aI haye er Factors no less than 90 ✓ e. If required by Florida law, I hereby lerttfy cae5bdiUesign i3 in compliance with the Florida Energy Code Registration No ARCHITECT - ��Fi�t;�`�TS iiRLNI'fEf'TS ELECTRICAL SYSTEM DESldAEe. Vj G r- 6 C LIGHTING SYSTEM DESI6N9R - 1. r 1-U F r MECHANICAL SYSTEM DESIG 1J E� PLUMBING SYSTEM DESIGNER. ® M 1 hereby certify that the pWns and speprica / y 1y��p(/jy/y"ie_ calculation are in comph; Florida Energy Code %� /y�,y %/ /�j` a =/" �'—' PREPARED BY ^%% /� i%� DATE 1 hereby certify that tius budding is in cornplance wdh the Florida Energy Code OWNER AGENT DATE I- , P E so 2l O GL Pt 302"10 zar Re view of plans and specifications covered by Ihis calculaton indicates cornplonce with the Flonda Energy Code Before eonsUUCUm a completed this budding will be inspected for compliance in accordance with Section 553 908, F 5 BUILDING OFFICIAL DATE W 1 FORM 40OD -01 4 ALL CLIMATE ZONES Building Component Efficiency Required Value Installed Fenestrations: Climate zones 1,2,3 U-0 87 Climate zones 4,5,6,7,8,9 0.61 SHGC >1'01-1 ►J /A 0.48 SHGC no OH Wall: Masonry Climate zones 1,2,3 R -7 N/A Climate zones 4,5,6,7,8,9 R -5 Wood frame — all zones R -11 Metal frafne — all zones R -13 Roof: Built -up Climate zones 1,2,3 R -16 Climate zones 4,5,6 R -14 jA Climate zones 7,8,9 R -12 Attic or Drop ceding All zones R -19 Floor: Slab -on -Grade R-0 Raised Wood R -19 Raised Concrete R -7 Infiltration Code minimums per sec 406.1.ABCD.1 N/A Cooling System Code minimums per sec. 407.1.ABCD.3 Heating System Code minimums per sec. 408.1.ABCD.3 Ducts Code minimums per R sec.410.1.ABCD.2 C�►.1p_ SPAGE Piping Code minimums per sec. 411.1 ABCD.1 Domestic Hot Water Code minimums per sec. 412.1 -ABCD Motors Code minimums per sec. 413.1 ABCD O/A Lighting UPD: W /s.f. per Table 4 -16 Controls: 1 Two banks per space with separate manual controls; or ✓ 2. One occupancy sensor per space (or other automatic control) 1 Code minimums shall be met for components being retrofitted with new equipment. 2. Repairs to equipment need not meet Code and should not be construed to require a replacement of equipment 3 Where existing components, such as ducts or electrical wrong, are utilized with a replacement system, such existing components need not be replaced. -2- w r w FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION CHAPTER 4 — Commercial Building Compliance Methods FORM 40OD -01 Renovations & Systems Prescriptive Method ALL CLIMATE ZONES Project Name: W AGNO I A — EST ABL.ES Zone: 8 Address: WAD Building Classification: RF_"oVP TED ra oc-a e, City, Zip Co de: M1 NM 1 3314S 5 Building Permit No.: Builder: Permitting Office. MI AM 1 Owner: W�iLHOV l P-, Jurisdiction No.: 2.3 2- DO BUILDING INFORMATION WALLS (EXIISMIMIkh SYSTEMS INFORMATION ROOFICEILIN EX FLOORS Operations Manual DOORS fXI40&4j GLASS TYPE U I AREA I TYPE I U AREA I TYPE I U AREA TYPE U I AREA I TYPE I U I AREA Concrete CBS Review of pans and specifications covered by das raWation ,nd,cates compliance vnih Ventilation Under Attic I <65,000 Btu/h I Slabon rade 407 1, 408 1 <65,000 Btulh Wood HVAC Controls Resistance Single. wall X5,000 Btu 10-5–EER Wood frame 265.000 Btulh — COP Sr le Assembly Dedicated Heat Pump Water cooled Raised Wood — IPLV Water cooled Metal Gas Double, wall Evaporativey coded — EER Metal frame Eva live cooled — COP Other Natural ❑ Raised Concrete — EER Water Fixtures Insulated —COP V/ Single. roof ❑ Ctuller Insulation R -value _ IPLV Gas/Oil circle one) Insulation R -value HRU Insulation R -value Gas heat pump — COP Other <225.000/300,000 Btu/h _ AFUE Double, roof ❑ Other PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) Components SYSTEMS INFORMATION Requirements Check Operations Manual 102.1 AIR CONDITIONER ✓ HEATING SYSTEM 4061 HOT WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTU /H TYPE To be caulked, ga sketed, weatherstnpped or otherwise sealed Unitary & Heat Pump Reheat 407 1 Central & Heat Pump Review of pans and specifications covered by das raWation ,nd,cates compliance vnih Ventilation Electric Supplied with readily accessible switch for shutoff and/or volume reduction when ventilation is not required <65,000 Btu/h SEER 407 1, 408 1 <65,000 Btulh — HSPF HVAC Controls Resistance Separate readily accessible manual or automatic thermostat for each system X5,000 Btu 10-5–EER _ IPLV 10-- 265.000 Btulh — COP Balancing Dedicated Heat Pump Water cooled _ EER — IPLV Water cooled — COP Gas 4121 Evaporativey coded — EER Swimming Pools 8 Spas Eva live cooled — COP .4 2 K�—Y Natural ❑ PTAC — EER Water Fixtures Electric Resistance —COP V/ LPG ❑ Ctuller — COP _ IPLV Gas/Oil circle one) HRU ❑ Gas heat pump — COP <225.000/300,000 Btu/h _ AFUE Other ❑ Other t225,0001300,0D0 Btu/h _ E, LIGHTING Total Lighting Wattage 1_41 SIZING CALCULATION DUCTS R -value Total Conditioned Floor Area 6(0?- Wattslsg fL Attached ) ❑ Location CO W DI IO N PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) Components Section Requirements Check Operations Manual 102.1 Operations manual will be provided to owner ✓ windows 4061 Maximum of .3 cfm per sq ft. of vnndow area ✓ Doors 4061 Maximum of 1.2 dm per sq.ft. of door area MECHANICAL SYSTEM DESf Joints/Cracks 406.1 To be caulked, ga sketed, weatherstnpped or otherwise sealed e N Reheat 407 1 Electric resistance reheat prohibited Review of pans and specifications covered by das raWation ,nd,cates compliance vnih Ventilation 4091 Supplied with readily accessible switch for shutoff and/or volume reduction when ventilation is not required PREPARED BY I hereby cm* that this budding is in camPtiance with the FWWa Energy Code HVAC Etficiency 407 1, 408 1 Minimum efficiencies -Heating Tables 4-7,4-8.4-9 Cooling Tables 4-3,44, 4-5.4-6 Vol HVAC Controls 4071 Separate readily accessible manual or automatic thermostat for each system HVAC Ducts 4101 Air ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the crdena of section 410.1. Balancing 4101 HVAC distribution system(s) tested and balanced Piping Insulation 4111 In accordance with Table 4 -11 Water Heaters 4121 Automatic electric storage water heaters 5120 gallons and gas & oil fired storage water heaters 575,000 Bluth shall meet performance requirements in Table 4 -12. Electric >120 gallons standby loss 15 30+27NT Gas >75,000. Oil > 105.000 E, 78. Standby loss 5 1.30+114N, Gas, Oil >155.000 E, 78, Standby loss 5 1 30 +951V, ✓ Swimming Pools 8 Spas 4121 Spas 8 heated pods must have covers Nontammeroal pods must have pump timer Gas spa 8 pool heaters must have a minimum thermal efficiency of 78% Hot Water Pipe Insulation 4121 Piping heat loss is limited to the levels in Table 4.11 for circulating systems and the first 8' of pipe from a storage tan y a/A Water Fixtures 4121 er wp;er Sow restricted to maximum of 2 5 gpm at 80 psi Toilets meet 42CFR 6295(k) Public lavatory fixture rti(� of .!'gpm, or d sell- dosing valve, 25 gallon circulating, 5 galkm non-circulatmg V/ Lighting /44 1: lesb.% over Factors no less than 90 If required by Florida taw, I herelpy tha m design is in compliance with the Florida Energy Code Registration No :f ARCHITECT � �S Pt(2LF11'fF -L'ir� ELECTRICAL SYSTEMO"R' ' VJ RG1Jh% -D 'MC'CW6611 LIGHTING SYSTEM DESIGNEQ �.iAAR��A: -1y M 'C1)il t✓ G N ['t- P!: 60 2 k7 AER er P ,0 2--lo MECHANICAL SYSTEM DESf GL P� 30 2 10 PLUMBING SYSTEM DESIGNER Oia e N 1 hereby certify that the plans and spec(gtidns cove the calculation are in compliance mth the Review of pans and specifications covered by das raWation ,nd,cates compliance vnih Florida Energy Co � DATE the n Florida Energy Code Belpre construction completed this budding will De inspected for compliance in accordance wish Section 553 908, F 5 PREPARED BY I hereby cm* that this budding is in camPtiance with the FWWa Energy Code BUILDING OFFICIAL OWNER AGENT. DATE DATE, r FORM 40015-01 i r y r ALL CLIMATE ZONES Building Component Efficiency Required Value Installed Fenestrations: Climate zones 1,2,3 U -0.87 Climate zones 4,5,6,7,8,9 0.61 SHGC >1'OH ►J /A 0 48 SHGC no OH Wall: Masonry Climate zones 1,23 R -7 N�A Climate zones 4,5,6,7,8,9 R -5 Wood frame — all zones R -11 Metal frafne — all zones R -13 Roof: Built -up Climate zones 1,2,3 R -16 Climate zones 4,5,6 R -14 jA Climate zones 7,8,9 R -12 Attic or Drop ceding All zones R -19 Floor: Slab -on -Grade R-0 Raised Wood R -19 N/A Raised Concrete R -7 Infiltration Code minimums per 406.1.ABCD.1 N �A sec. Cooling System Code minimums per sec. 407.1 ABCD.3 Heating System Code minimums per sec. 408.1.ABCD.3 Ducts Code minimums per R " sec. 410.1.ABCD.2 Cp►Jp. SPAGE Piping Code minimums per sec. 411.1 ABCD.1 Domestic Hot Water Code minimums per sec. 412.1 -ABCD Motors Code minimums per sec 413.1 ABCD ti /A Lighting UPD: W /s.f. per Table 4 -16 Controls: 1. Two banks per space with separate manual controls; or ✓ 2. One occupancy sensor per space (or other automatic control) 1 Code minimums shall be met for components being retrofitted with new equipment 2 Repairs to equipment need not meet Code and should not be construed to require a replacement of equipment 3 Where existing components, such as ducts or electrical wrong, are utilized with a replacement system, such existing components need not be replaced -2- it I WACHOWA WEST GABLES MIAMI - AHU 2ND FLR HVAC Load Analysis for ELEMENTS Tampa FL. CHVAC,�,«�, Prepared 8y. AEI Ar& temral Engineering 3442 E. Lake Rd. Palm Harbor FL 34685 7841472 Tueeday, November 29, 2005 TA -FhA T 3 h OLbT68LLZL 09 60 9002 /ZO /ZT r r IClivee —emu ,'Cvn�iiiiole --,;; ' eaidx I�sleu eTTgn� Prvgiarli ~; ` • ---- '"'- - -�._ � f iiib�lurM irW9linSln�. - WACHCM' 8o iaaA�Wn�n1oP as:� realm Xg6or, FL, 34M -2406 A WCtiST' " MAW:- -- = - — - - - - -- - e 2 1; General Projec! Data IrrPuat Gi{!-wrIP41V '"1 .4 .",I —4-1 r?f, o'.11 r;:3PZ^F. ;' 7. .P., - i!T?u_; 7T.%) _ ! ":7: Project _ •":- S L :RLS,n'Snn_ ;a..era n„9Slmefllr_ : . -- --' •,r,oem.� rr��n....r.. ,.., ,, Project file name: Project tltle: Designed by: Project date: Project location: Client name: Client city: Company name: Company representative: Company address. Company city: Company phone: Company fax: Company e-mail address: Barometric pressure: Altitude~ Latitude: Mean daily temperature range, Starting & ending time for HVAC load calculations: Number of unique zones in this project: WACHOVIA WEST GABLES MIAMI - AHU 2ND FLR AEI 7roaro4 MIAMI, FLORIDA, USA ELEMENTS Tampa FL. Architectural Engineering AEI 3442 E. Lake Rd. Palm Harbor FL. 34885 784 -1472 789 -1470 AEIFL(Qaol com 29.913 m.Hg. 7 feet 26 Degrees 14 Degrees lam - 9pm 6 +i1 'API Y� d .�� �• ) If )r fly �y- 4 i.ril'''rl�'i' -.�.� C T",.. _ T. )'- Ivi 4', ` ^"'7 flli9 1•,t '�+r fljjltilt� 1��litiel C G{ ,\ IIQ nl+.tT , 4 ?'• 4 1 i. E �4 �' r ti; :j;. ih+C.'i; r, � •ra, .r i � l�''irilt��l��. , :'•; ,•;•„ , I, o-}.' x ��� . +9!Ir•191 �'1( +ti9 l:rl9.l,c Calculations performed: Both heating and cooling loads Lighting requirements: 2.00 Watts per square foot Equipment requirements: 0.50 Watts per square foot People sensible load multiplier 245 Btuh per person People latent load multiplier: 166 Btuh per person Zone sensible safety factor: 10 % Zone latent safety factor: 10 °% Zone heating safety factor. 10 % People diversity factor: 100 °% Lighting profile number. 1 Equipment profile number' 1 People profile number: 1 Building default ceiling height: 9.00 feet Building default wall height: 12.00 feet •_ -•�� i q i __.1 �' i ',J �„ �k,r ^L�dr�l��', ,iA Gr+:,]'4r' 71 .r hr r r r r r r _ h( hr hr hr iii N -_ _hr hrl hr hr hr hr hf hr_ hr hr I 1 2 3 4 8 7 _ a 9 to _ 0 1 t3 _ 14 15 10 1 17 18 1B 1 20 r 21�j ^22 23 24 1 C C C -�G C C C C G C' C C C C C C C C C C C 4I I 2 C C C C C C C C C C C C C C+ C C G C C C C' C C Cf 3 C C C C C C C C C C C C C C C C C C C C C 0 C C 41 C C C C C C C C C C C C C C C C C C c C C C C C s c C c C c C c c c c C C� c c C c C C C C C C C C f s C C C' C C C C C C' C C CI C C C C C C G C C C C C C C, C C C, C C C C C C C C C C C C c C C C C c C 8 C C C C C C C C C C C C C: C, C C C C c C C C CI C 9 I C I ___ C„ C C C I C C.{ C C C_ __ C_I C C I C' C C C C C C C C C C 10 i C _ C _ C C C _� _ C C I G C' C C_ aerveMngineerlEUTE jobfiles105143- Wechovia West 1Gab1e81SEC0NDFLRAHU -3.CW Tuesday, NovcrnWr 29, 2005, 5:12 I'M 7 ra --In" _J T -4 t1 R/17TFR1171 1:1C:5G1 gAA7 /7A/7T L Fi M k: 4C" MIS tov *rw-Fis . , WACHOVIA-W7 G pv919 r!lir L ,pa:]10*w, FL, .2leciData Input _(contd) M-Mwo,"wi - p August Winter No. 1 2 Dry Bulb Wet Bulb Rel.Hurn Dry Bulb_ 91 77 50% 75 44 75 ASHRAE Roof Dark Rooft U-Fac Color 3 0213 No 2 0,170 yes Diff Correction 52.91 2 Cell Yes No W-07 t 0"� 06 E r Dist T, -.,-a Partition - 01 Wall ASHRAIE wall Wall No. Group. U-Fac Color I B 0.130 L W-07 t 0"� 06 E r Dist T, -.,-a Partition Partition cool Heat No. U-Factor Dist T-D 1 0.0" 15 25 Glass Summer Winter Glass Interior Interior No. U_ Factor U-Factor Shd.Coef, Shading Shd.Coef 1 0.900 0910 0.700 2 0.000 %%ServerWngineerlELITE jobfilas105143-Wachovia West Gabl9s%6FC0N0FLRAHU•3.CHV Tuesday, November 20, 2005, 5 12 PM P11 -MWA 7 -4 ki Ali1TRAI171 AC -:RA QR07/7R/77 �777". ',--7 Dist Dist Dist Dist Dist Dist Ht Dist Dist Ht Morlz Beyond Beyond Overh Right R-Fin Of Left L-Fin Of Shade Overh Right Left Above Fin Beyond Right Fin Beyond Left No. Proiects W.Uae --YV. e -90A-. - Wind P!qj ___ V. �dge Fin P _Mi__A Edge Fin 2 2.00 1.00 1.00 0.60 0100 000 0.00 0.00 0.00 000 %%ServerWngineerlELITE jobfilas105143-Wachovia West Gabl9s%6FC0N0FLRAHU•3.CHV Tuesday, November 20, 2005, 5 12 PM P11 -MWA 7 -4 ki Ali1TRAI171 AC -:RA QR07/7R/77 I V a►iC • �ll� 4F. 4� #� RRIGIIId�p— _. _ -- - - -- -• _ --- — iCural nwna�'�r�c WADHOVU4 W 'S7�' gPnren4 �o Palm Hsibo►. L 3466or,�2AaG9 9V9lAfiAl,:. 14i�;2ND•FLR LBuilding Envelope Report._. Z - Il!".i�:S� T1111�.•'- '�7+A(:�r. ti• •nn:r.: Trrn.•v_• , - I OL MOOT J'U94.-1 0.0 3,094.7 N/A 659.187 0.213 VW11 1 1,242.0 254.0 988.0 0.130 128.440 0.130 Tot.Wall 1,242.0 2640 988.0 N/A 128.440 0.130 Glass 1 254.0 N/A 254.0 0.900 228 600 0.900 Tot.Glass 2540 NIA 254.0 N/A 228.600 0.900 Totals 0.0 0.0 4,336.7 0 000 1,016.207 0.234 Nt 010 0.0 0.0 01000 0.000 0.000 E - 344.4 0.0 344.4 0.130 01000 0.000 SE 00 0.0 0.0 0.000 0.000 0.000 5 1704 0.0 170.4 0 130 0.000 0.000 SW 00 0.0 0.0 0 000 01000 0.000 W 0.0 0.0 0.0 0 000 0.000 0.000 NW 00 0.0 0.0 0 000 0.000 0.000 Totals 1,2420 254.0 988.0 0.130 0.900 0.700 %ZerverlengineaAELITE lobfiles105143- Waottovia West Gable"FECONDFLRAWLIACHV Tuesday, November 29, 2005, 5:12 PM t9m - S:)tIA T 7 M WbTCRJ l7/ PC •Cp Cnn7l7n 17T v ch�af�ti- 'mni.�+g a CFA „calsu�aflor, qa ' - - -- : - -- _,_ _ gl �i RWe�4oP -Tnc "!, Al ttai. ur�1 BjjOinearlei InF,y lfYAt�t+ICY�,4NKST GA 10 MIAMI - ItHU 2N ©'FP Rai aihoJ :F - : -_ Paf 5'{ dui' !ding Summary Loads - - -- - - - - - -- - -J f u ldmg peaks in August at 5pm. - -" -- vvan 9138 4,380 5.20 0 1,724 1,724 0.93 Glass 264 7,882 9.35 0 9,643 9,643 5.21 Floor Slab 0 0 0100 D 0 0 0.00 Skin Loads 34,739 41.22 0 36,292 36,292 19.62 Lighting 5,189 0 0.00 0 23,231 23,231 12.56 Equipment 2,103 0 0.00 0 7,893 T,893 427 People 74 0 0.00 12,617 19,943 32,660 17.60 Partition 0 0 0.00 0 0 0 0.00 Cool. Prot. 0 0 0.00 0 0 0 0.00 Heat. Prot. 0 0 0.00 0 0 0 0.00 Cool. Vent 1,480 0 0.00 54,894 24,414 79,308 42.87 Heat Vent. 1,480 49,538 58.78 0 0 0 0.00 Cod.lnfil. 0 0 0.00 0 0 0 0.00 Heat Mil. 0 0 0.00 0 0 0 0.00 Draw Thru Fan 0 0 0.00 0 5,718 5.718 3.09 Blow -Thru Fan 0 0 000 0 0 0 0.00 Reserve Cap, 0 0 0.00 0 0 0 0.00 Reheat Cap. 0 0 0.00 0 0 0 0.00 Supply Duct 0 0 0.00 0 0 0 0.00 Return Duct 0 0 0.00 0 0 0 0.00 Misc. Supply 0 0 0.00 0 0 0 000 Misc, Return 0 0 0.00 0 0 0 0.00 Building Totals 84,277 100.00 67,511 117,491 185,002 100.00 Infiltration 0 0.00 0 0 0 0.00 Pretreated Air 0 0.00 0 0 0 000 Zone Loads 34,739 4122 12,6117 87,359 99,976 54.04 Plenum Loads 0 000 0 0 0 0.00 Fan & Duct Loads 0 0.00 0 6,718 5,718 3.09 Building Totals 84,277 100.00 67,511 117,491 185,002 100.00 .a,,��:, �a „aw�v,�. a,,a.1,;r ,rl+',3�;, �� .tc', +:.i „", fi ^�16'��hlt°•q;,, #;'�:,..•,. ,hd;'- .,GtiK'��aia`:,!.�.+',�•' 't•,, Total Building Supply Air (baeed an a 20° TD): 4,232 CFM Total Building Vent. Air (34.97% of Supply): 1,480 CFM Total Conditioned Air Space: 3,095 Sq.ft Supply Air Per Unit Area: 1,3675 CFM/Sq.ft Area Per Cooling Capacity: 2007337 Sq.ft7on Cooling Capacity Per Area. 0.0050 Tons/Sq.ft Total Heating Required With Outside Air, 84,277 Btuh Total Cooling Required With Outside Air. 15.42 Tons \1SsrveAengineerlELITE jobfiles106143- Wachovia West GablesU9EC0NDFLRAHU -3,CHV Tuesday. November 29. 2006. 5:12 PM cn =tia T -4 tP R /bT9A1 /7/ PC :FA CAA7j7A17T V a - Fwq �onniaicela --- ogtla:�#alsulgition Pr�agrgm, -- t11oa;8ofbware O k�IP t; 5, -1 Ar+ohfteotur4l Engineser�ig tnG • WACHOVIA WEST d:li MIAaAI'��FiIJ 2N4 KI-R �slrn Harbor FL 34685. 2408:. - - _ PAp46 Air Handier #3 - Ahu -3 - Summary Loads 1 Lounge 204 408 5,242 10,629 1,364 201P 20/P 5pm August 8 243 515 0 160 160 3,668 0.60 1.26 0 223 180 Runout duct size: 6 In. dia, Olffusers: 4, CFM /runout: 129, Velocity, 655.6 ft/min, Pressure drop: 0.274 in.wg 1100ft Teller Transaction 769 10,553 22,392 1,876 201P 20 /13 2 Lab 217 5pm August 11 493 1,085 0 220 220 6,919 0.64 1.41 0 454 379 Runout duct size' 6 in. dia, Diffusers: S. CFM /runout:121, Velocity. 613.8 ft/min, Pressure drop: 0 240 in.wq. /100ft 3 General Lecture 218 657 8,707 23,172 4,283 201P 20/P 5pm August 26 403 1,123 0 500 500 5,911 0.61 1.71 0 371 393 Runout-duct size. 6 in, dia, Diffusers: 9, CFMhunout: 125, Velocity* 635.2 ftimin, Pressure drop: 0 257 in.wg. /10Dft 4 Teller Lecture 219 650 5,692 19,509 4,604 20/P 201P 5pm August 27 264 945 0 540 540 5,847 0.41 1.45 0 243 331 Runout duct size' 6 in. dia, Diffuser: 8, CFM/runout: 118, Velocity. 601.6 ft/min, Pressure drop. 0.231 in.wgd100ft 5 Corridor 203 166 1,133 3,166 171 20 /P 20/P 5pm August 1 52 153 0 20 20 1,404 0.34 0.98 0 48 54 Runout duct size' 6 in. dia, Diffusers: 1, CFM /runout. 153, Velocity: 439.4 ft/rnin, Pressure drop: 0,084 in.w9J100ft 6 Corridor 209 (314) 456 3,312 8,490 341 20/P 201P 5pm August 2 153 411 0 40 40 4,104 0.34 0.90 0 1d1 144 Runout duct size: 6 In. dia, Diffusers: 3, CFM /runout. 137, Velocity. 698.2 ft/min, Pressure drop. 0.310 in.wg MOM Zone Peak Totals: 3,095 34,739 67,359 12,617 Total Zones: 5 74 1,609 4,232 0 1,480 1,480 Unique Zones: 6 27,652 0.52 1.37 0 1,480 1,480 Main trunk duct size. 27 In. h x 281n. w, Velocity: 862.1 fUm1n, Pressure drop: D.041 in.w9. 1100ft 11 ServerlengineeriELITE jobfiles=143- Wachovia West GableASECONMRAHU -3 CHI 0 0 7[14'1..1 7 -4 H Tuesday, November 29, 2005, 5:12 PM A1bTFA117/ AC :SA CAC1717A17T v r -- s� ItCorgripreisl;FMA� Louse an gin Pr A�g?Il�aal Ena�n cc �tta,8 liw� "'' 1,111 gtti I1rwc�. Paikn'fl r • L - =— s; ;r, ES A l " -Ai D FL _ Fla a 7' Air Handler #3 - Ahu -3 - Total Load SL-»Tp _ Air Handler Description: Ahu-3 Constant Volume - Sum of Peaks Supply Air Fan: Drew -Thru with program estimated horsepower of 2.25 HP Fan Input: 65% motor and fan efficiency with 2.2 in. water across the fan Sensible Hest Ratio: 0.88 — This system ooeura 1 times) in the building. — Air System Peak Time: 5pm in August. Outdoor Conditions; 90° DB, 779 WB, 119.87 grains Summer. Ventilation controls outside air, -- Winter. Ventilation controls outside air Zone Space sensible loss: 34,739 Stuh Infiltration sensible loss: 0 etuh Outside Air sensible lose: 49,538 Stuh Supply Duct sensible loss: 0 Stuh Return Duct sensible loss: 0 Stun Return Plenum sensible loss. 0 Btuh Total System sensible loss: Total system sensible and latent gain: Heating Supply Air: 34,7391 (1.000 X 1.08 X 20) = Winter Vent Outside Air (92.0% of supply) = Zone space sensible gain; 87,359 Btuh Infiltration sensible gain: 0 Btuh Draw -thru Mn sensible gain: 5,718 Stuh Supply duct sensible gain' 0 Stuh Reserve sensible gain: 0 Btuh Total sensible pain on supply side of coil: Cooling Supply Air: 93,0771(1.000 X 1.1 X 20) _ Summer Vent Outside Air (35 0% of supply) = Return dud sensible gain: 0 Btuh Return pienum sensible gain: 0 Stuh Outside air sensible gain; 24,414 Btuh Blow -thru fan sensible gam' 0 81uh Total sensible gain on return side of cell: Cooling Capacity Per Area: Total sensible gain on air handling system: Tons/Sq.ft Zone space latent gain; 12,617 Btuh Infiltration latent gain: 0 Btuh Outside air latent gain. 54,894 Btuh Total latent gain on air handling system: Total system sensible and latent gain: 0 CFM 1,480 CFM 1,609 CFM 1,480 CFM 4,232 CFM 1.480 CFM 1,480 CFM 84,277 Btuh 93,077 Btuh 24,414 Btuh 117,491 Btuh 67,511 Stuh 185,002 BtUh WE-171 1 ., ,r �, r hP,�;. 1 ,r ��' °'rG • r b41:d� i . ( -- , yr• -- �t�,�y yt; O • _i;f,lk1�3911�`V�1,y: _ ':I Total Air Handler Supply Air (based on a 20° TD): 4,232 CFM Total Alr Handler Vent. Air (34.97% of Supply). 1,480 CFM Total Conditioned Air Space: 3,095 Sq.ft Supply Air Per Unit Area: 1,3875 CFM/Sq.ft Area Per Cooling Capacity: 200.7337 Sq.ft/Ton Cooling Capacity Per Area: 0.0050 Tons/Sq.ft Total Heating Required With Outside Air, 84,277 Stuh Total Cooling Required With Outside Air: 15.42 Tons tlServerwngineeAELITE jobtile005143- Wachovia West Cables1SEC0NDFLRAHU -3.CHV I n =IWA T -4 W Tuesday, November 29, 2005, 5:12 PM RIt, TFR / /7./ Pq:,,Gi CMA7 170 /7T V UW ChVpC-.'irAiWCwM Calculavoilipm f-M p. w 70 1 q-p- p—w- -, —kn i: AC L ' V..A WZM ALR FZone D96fi -OdLoads At Zone 7IM--OS) Roof-1-3-Sunp.C-L 408 0.50 Wall-1S -B-L 170 065 Wall-2-E-B-L 344 0.65 Lig hts-Prof= 1 815 1.000 Equipment-Prelm-1 250 1.000 People-Prof-0 8.0 1000 Sub-total GIs- N -1 -90 -Trap 143.0 Safety factors: 0.900 1,931 28.210 Total W safety factors. 34.4 0.213 11.8 0.130 18.4 0,130 2,984 260 824 2,781 853 1,960 9,663 +10% 10,629 0 1,240 1,240 +10% 1,364 6603 2,691 4.030 687 4.030 1.388 4,756 1 +100% ! 6,242 - n I IK 1061016' FR R i OW . , - :.�.•;;,�.� I?� �,: Roof-1-3-Susp-C-L 789 0.60 34.4 0.213 6,629 6.603 5,076 Wall-l-N-B-L 143 0.65 7.9 0.130 146 4.030 675 GIs- N -1 -90 -Trap 143.0 1.000 16 0.900 1,931 28.210 4,034 096S.0-N"olar 143.0 0.700 38 0790 3.005 1-191110-PrOful 1,537 1 goo 5,2465 Equipment-Prdml 500 1.000 1,706 0 People-Prot--1 11.0 1.000 2,695 1,706 Sub-total 20,357 1,706 9,685 Safety factors: +10% +10% +10% Total w/ oak* factors: 22,392 1,876 10.653 nwa -'14"4 F - , 0 7 Ir ii FK I Roof- I -3-Susp. C-L 667 0.60 34.4 0.213 4,809 6,803 4,337 Wall-1 -N-B-L ill 0.65 7.9 0.130 113 4030 447 GIs- N -1 -90 Tran 111.0 1.000 15 0.900 1.499 28.210 3,131 O%S4-NS-Solar 111.0 0700 38 0.790 2,333 Lights -Prof=l 1,314 1 000 4,482 Equipment -Prof -I 500 1.000 1,708 0 People-Prof■l 25.0 1.000 6,125 3,875 Sub -total 21,066 3,876 7,916 Safety factors: +10% +10% +10% Total wl safety factors: 23,172 4.263 8,707 �4 Roof-1-3-Suep.G-L 650 050 34.4 0.213 4,757 6603 4,290 VV911-1 -N-&L 220 015 7.9 0.130 224 4,030 385 Lights-Frotwl 1,299 1.000 4,433 Equipment-Prof=l Soo 1.000 1,706 0 People-Prof--1 27.0 1.000 6,615 4,1 86 N18erveAengIneeAELlTE jobfiles%5143-WWJVVI8 West GableskSFCONorLRAHU-3.CHV Tuesday, November 20, 2005, 6.12 PM An -RwrI 1 3 V OLVT58i/-7,Z 0q:60 qPOZ/70 /',7T Y C �RUiriQ KVAOJ pads' atc4;atk7A'Pro— * J - —,- -- - �— - 1 - -- p►ret cturalEi'e " ,aa,in� Jlla ,H�E� W ACHOVIAk W � � bra W -A* 1N lac. 'k'airnkiarbor.'fl' 346852 •" .... �# ., - �S�TC�# 9L.E9ry1ti4Mt�.,A�h1(,��Mbl.FtFi; zone Detailed Loads (At Zone � Peak _ Times) � Sub -total 17,735 4,185 5,176 Safety factors: +10x6 +10% +10% Total w/ safety factors: 19,609 -4,604 5,692 Roof- 1- 3-Susp C -L Lights -Proh1 equipment- prof=1 People -Prof=1 Sub -total Safety factors Total w/ safety factors t Roof- 1- 3- Susp.0 -L Lights-Prof-ml Equipment -Prow People-Prot-ml Sub -total Safety factors: Total w/ safety factors: 166 0.50 312 1.000 125 1.000 1.0 1,000 34.4 0.213 1,142 1,066 427 0 245 155 2,878 155 +10°% +10% 3,166 171 466 0.60 34,4 0.213 3,339 912 1.000 3,112 228 1.000 778 0 20 1.000 490 310 7,719 310 +10% +10% 8,490 341 6.603 1,030 1,030 +10% 1.133 6403 3,011 3,011 +10°% 3,312 11ServerlenglneeAELITE jobfiles105143- YYachovia West G8bles%5ECONDFLRAHU -3.CHV Tuesday, November 29, 2003, 5.12 PM F.A -P",4 7 q l7 A/ VTFRJ / 71 AG .FA GAA7 r7A /7T 'v ArCh KOS �Air�ster>h #3 = PR x TLH PR x GTH Ahu-3 Ps ychrornetr�c An "sis = 1.000 TLH r"r���`Y � 1 _ C Y4 °RI ph+ �Il �i14 +111 r: l�`jIl '�il� ;yy fi ". y7n1 T'' -A�r LeaY 011 `R' Iki' u ,v w ?,, 93 hb!ih 'RY,L�y ���,lij 1 �tiV�r��Nj1. lei- { �^hIh- , a `- ng C Condition ---— ,.�c�t +;t 1 .n� �•r :,• I �• Draw -Thru Fan 6D.271 Total System Load 6b.0 Mise Load on Supply Side 5,718 1 229 260 Supply Air Duct 0 0.000 0 Zone Loads Sensible Reserve 12,617 4.386 0 87,359 0.000 18.771 0 3,972' Zone Condition Return Air Duct 12,617 64 657 0 93,077 0.000 75,000 0 4,232 Return Air Plenum 0 0.000 Misc Load on Return Side 0 0.000 Vent Air 1,480 CFM Blow- 1'Ptru Fan 54.894 18.081 0 24,414 0 000 5,246 0 0,000 Entering Coil Condition 87,511 83 737 117,491 80.246 4,232 PR = (Emmme TSH = PR x TLH PR x GTH = PR x TSH = 1.000 TLH - 1.000 SUM = GTH = 1.000 �! Total System Load uoonng uwm Heating GPM = Steam Req = Wet bulb temperature, Relative humidity: Enthalpy: Dry bulb temperature Wet bulb temperature: Relative humidity: Enthalpy: ;Il" "-s�i'a�:�,s ^ "'hfhyG {d3'0�" tnC pressure o site /Standard ASHRAE pressure of 29.921) 1.10 x CFM x (OB entering - DB leaving) 068 x CFM x (Grains entering - Grains leaving) 4.50 x CFM x (Enthalpy entering - Enthalpy leaving) x 1.10 x 4,232 x ( 80.246 - x 0.68 x 4,232 x ( 83.737 - 4.50 x 4,232 x ( � B 87,195 J( 01 - ` x 500 64,277 / ( 0.00 x 500 ) 84,277 }, / 0 68.14 54.23 32 38 Btulibm 53.96 9372 22.55 Btutibm 55.000 ) = 117,491 Btuh 60,271 ) = 67,511 Btuh 185,001 Btuh 32.380 - 22.547 ) = 187,196 B1uh 185,002 Btuh 0.0 GPM 0.0 GPM 0.0 lb. /hr 1tServeftnglneerl -=UTE jobfilesW143- Waehovia West GablesZECONDFLRAHU -3.CHV Tuesday, November 29, 2005, 5:12 PM Ta 7:nH, -I 7 -A h AIVTF,R /IT./ t7T:t'T SAA7../7.A/7,T 1 705 N 1 6TH STREET, TAMPA, FLORIDA 33605 PHONE:81 3 -81 7 -4707 FAX:81 3- 262-2338 FPROJ; DECAR❑ STR UCTURAL, I -NC G�O vi o�— Gti/e �C P S G� S // / ENG: Vo DATE: S�Y /S SHEET: It .D ES f 6 r� l olkD S ar So ps i CoI►LA-E -E 6,1 DE-iL = SZ PSC RAM I,jv (v psi PpAV T-(6 S Z v N q7 pso C0L.uM tj kEA-C-TI orJ S co R"E(Z- ItJ rE Q 1 o2 72 8 = l o s +z 41 7-91 Q - 247 " o L y: : 2 /rssvmE BSA -9I pkc--- E �� Z,S psi clN%A Ors �1 Z E (03 Z•S k r 3G. `f Z- S IcSF • 1705 N 1STH STR =FT T&m=& C+no +r 1 705 N 1 6TH STREET, TAMPA, FLORIDA 33605 PHONE:B 1 3-81 7 -4707 FAX:B 1 3- 262 -2338 - - -- - -- --DECARO STRUCTURAL - NC. Job. Name: /,f— Job No.: os — //t Date: s iy o }— Sheet: STEEL TUBE DESIGN Allowable Stress Design (AISC 9h Edition) Y Col. Grid Typical Column fa 1080 1-11-1 0.9052 KL/r = 111.8684 Input Values 11.93 1-11-2 0.3913 fbx Tube Size HSS040404 H1-3 0.9052 fa/Fa = 0.905182 Fbx 27.60 Span 14.17 ft 0.00 Lx 14.17 ft Kx 1.0 M1 0.0 Ly 14.17 ft Ky 1.0 M2 0.0 UNL 14.17 ft Cmx 1.00 P 36.40 kips Cmy 1.00 Mx 0.00 ft-kips Fy 46 ksi My 0.00 ft-kips SECTION PROPERTIES Area (in 2) by (in) bx (in) Ix (in 4) ly (in 4) t (in) J (in 4) HSS040404 3.37 4.00 4.00 7.80 7.80 0.233 12.8 UNIT CHECKS (ASD 9`h Edition, Equations H1- 1,H1- 2,H1 -3) PASS fa 1080 1-11-1 0.9052 KL/r = 111.8684 Fa 11.93 1-11-2 0.3913 fbx 0.00 H1-3 0.9052 fa/Fa = 0.905182 Fbx 27.60 fby 0.00 Fby 27.60 HSS4x4xl /4 PASS - - ° -= - -D -L CARO ; STRU CTU RAL, I N C - - PROJECT: G /� c�oli i _ ��G) PROJECT 7ENG: V l-j DATE: Z ' y/0 SHEET: z SPApj TR L 6' -Z s9ak /�� pCbL , 321 L4- VSO le - lzg fe SL"4 P4-4 S� G ► -1�x Z 6 o� 3 Us= G✓16 l< Zc (I 1 705 N 1 67 H STREET. TAMPA. FLORIDA 33605 PHz3NE:S 1 3 -S 1 7 -4707 FAX:S 1 3- 202-2335 1 705 h 1 6TH STREET, TAMPA, FLCRIDA 33605 PHONES 1 3-S 1 7- =707 FAX:51 3- 262-2336 RAMSBEAM V2.0 - Gravity Beam Design= Job: Wachovia - West Gables Steel Code: LRFD SPAN INFORMATION: Typical Beam at 15.42 Beam Size (User Selected) = W16X31 Fy = 50.0 ksi Total Beam Length (ft) = 30.83 562 Live load (in) COMPOSITE PROPERTIES (Not Shored): Left Right Con;rete thickness (in) 3.50 3.50 Unit weight concrete (pcf) 116.00 116.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VULCRAFT 2.OVL VULCRAFT 2.OVL . Distance to Adjacent (ft) Beam: 3.00 Beam: 3.00 beff (in) = 36.00 Y bar(in) = 14.00 Mnf (kip -ft) = 400.79 Mn (kip -ft) = 384.60 C (kips) = 249.16 e (in) = 12.08 Ieff (in * *4) = 952.62 Itr (in * *4) = 1030.93 Stud length (in) = 4.00 Stud diameter (in) = 0.75 Stud Capacity (kips) Qn = 17.8 # of studs: Full = 37 Partial = 11 Actual = 28 Number of Stud Rows = 1, Percent of Full Composite Action = 77.55 LOADS: Self Weight = 0.031 k /ft Line Loads (k /ft): Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 30.83 0.589 0.589 0.321 0.321 0.308 0.308 SHEAR (Ultimate): Max Vu 1.2DL +1.6LL (kips) = 19.07 b.90Vn = 117.91 MOMENTS: Span Cond LoadCase Mu @ Lb Cb Phi Phi *Mn kip -ft ft ft kip -ft Center Pre DL 1.4DL 58.6 15.4 - -- - -- 0.90 202.50 Center Max + 1.2DL +1.6LL 147.0 15.4 - -- - -- 0.85 326.91 Controlling 1.2DL +1.6LL 147.0 15.4 - -- - -- 0.85 326.91 REACTIONS (Unfactored) (kips): Left Right Initial reaction 5.43 5.43 DL reaction 9.56 9.56 Max + LL reaction 4.75 4.75 Max + total reaction 14.31 14.31 DEFLECTIONS: Initial load (in) at 15.42 ft = -0.658 L/D = 562 Live load (in) at 15.42 ft = -0.227 L/D = 1632 Post Comp load (in) at 15.42 ft = -0.424 L/D = 873 Total load (in) at 15.42 ft = -1.082 L/D = 342 Y-,-- RAMSBEAM V2. 0 - Gravity Beam Designz-.___ - Job:_ Wachovia - West Gables Steel Code: LRFD s1f0Qr GfRor?-2 at 5.88 SPAN INFORMATION: Qgajx- l Raam - Post Comp load (in) Beam Size (User Selected) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 11.75 Total load (in) at COMPOSITE PROPERTIES (Not Shored): Left Right Concrete thickness (in) 3.50 3.50 Unit weight.concrete (pcf) 116.00 116.00 f'c (ksi) 3.00 3.00 Decking Orientation parallel parallel Decking type VULCRAFT 2.OVL VULCRAFT 2.OVL Distance to Adjacent (ft) Edge: 0.75 Beam: 30.00 beff (in) = 26.63 Y bar(in) = 13.48 Mnf (kip -ft) = 323.73 Mn (kip -ft) = 265.14 C (kips) = 88.99 a (in) = 12.69 Ieff (in * *4) = 612.50 Itr (in * *4) = 810.03 Stud length (in) = 4.00 Stud diameter (in) = 0.75 Stud Capacity (kips) Qn = 17.8 # of studs: Full = 27 Partial = 7 Actual = 10 Number of Stud Rows = 1, Percent of Full Composite Action = 37.45 LOADS: Self Weight = 0.026 k /ft Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom 5.88 9.56 - 5.43 4.75 Yes Yes SHEAR (Ultimate): Max Vu 1.2DL +1.6LL (kips) = 9.72 0.90Vn = 104.38 MOMENTS: Span Cond LoadCase Mu Q Lb Cb Phi Phi *Mn kip -ft ft ft kip -ft Center Pre DL 1.4DL 23.0 5.9 - -- - -- 0.90 165.75 Center Max + 1.2DL +1.6LL 56.6 5.9 - -- - -- 0.85 225.37 Controlling 1.2DL +1.6LL 56.6 5.9 - -- - -- 0.85 225.37 REACTIONS (Unfactored) (kips): Left Right Initial reaction 2.87 2.87 DL reaction 4.93 4.93 Max + LL reaction 2.38 2.38 Max + total reaction 7.31 7.31 DEFLECTIONS: Initial load (in) at 5.88 ft = -0.038 Live load (in) at 5.88 ft = -0.016 Post Comp load (in) at 5.88 ft = -0.029 Total load (in) at 5.88 ft = -0.067 L/D = 3749 L/D = 9029 L/D = 4829 L/D = 2111 RAMSBEAM V2.0 - Gravity Beam Designs= -- Job: --- Wachovia - West Gables Steel Code: LRFD SPAN INFORMATION: Goro4. QlZbDZ Lb Cb Beam Size (User Selected) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 18.50 ft ft COMPOSITE PROPERTIES (Not Shored): Left Right Concrete thickness (in) 3.50 3.50 Unit weight concrete (pcf) 116.00 116.00 f' c (ksi) 3.00 3.00 Decking Orientation parallel parallel Decking type VULCRAFT 2.OVL VULCRAFT 2.OVL Distance -to Adjacent (ft) Edge: 0.75 Beam: 30.00 beff (in) = 36.75 Y bar(in) = 14.41 Mnf (kip -ft) = 353.31 Mn (kip -ft) = 272.86 C (kips) = 97.89 a (in) = 12.82 Ieff (in * *4) = 625.85 Itr (in * *4) = 895.64 Stud length (in) = 4.00 Stud diameter (in) = 0.75 Stud Capacity (kips) Qn = 17.8 # of studs per stud segment: Full = 19,1,19 Partial = 5,1,5 Actual = 5,1,5 Number of Stud Rows = 1, Percent of Full Composite Action = 27.20 LOADS: Self Weight = 0.026 k /ft Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom 6.17 9.56 5.43 4.75 Yes Yes 12.33 9.56 5.43 4.75 Yes Yes SHEAR (Ultimate): Max Vu 1.2DL +1.6LL (kips) = 19.36 0.90Vn = 104.38 MOMENTS: Span Cond LoadCase Center Pre DL 1.4DL Center Max + 1.2DL +1.6LL Controlling 1.2DL +1.6LL REACTIONS (Unfactored) (kips): Initial reaction DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Mu @ Lb Cb Phi Phi *Mn kip -ft ft ft kip -ft 48.4 9.3 - -- - -- 0.90 165.75 119.0 9.3 - -- - -- 0.85 231.93 119.0 9.3 - -- - -- 0.85 231.93 Left Right 5.67 5.67 9.80 9.80 4.75 4.75 14.55 14.55 Initial load (in) a at 9 9.25 f ft = - -0.249 L b RAMSBEAM- V2.0 -- Gravity Beam Design -= - -- Job: Wachovia - West Gables Steel Code: LRFD SPAN INFORMATION: Cantilever Beam - Beam Size (User Selected) = W16X31 Fy = 50.0 ksi Total Beam Length (ft) = 30.83 Cantilever on right (ft) = 1.50 COMPOSITE PROPERTIES (Not Shored): Left Right Concrete thickness (in) 3.50 3.50 Unit weight concrete (pcf) 116.00 116.00 f'c.(ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VULCRAFT 2.OVL VULCRAFT 2.OVL Distance to Adjacent (ft) Beam: 3.00 Beam: 3.00 beff (in) = 36.00 Y bar(in) = 14.00 Mnf (kip -ft) = 400.79 Mn (kip -ft) = 381.18 C (kips) = 236.46 a (in) = 12.15 Ieff (in * *4) = 937.70 Itr (in * *4) = 1030.93 Stud length (in) = 4.00 Stud diameter (in) = 0.75 Stud Capacity (kips) Qn = 17.8 # of studs: Full = 39 Partial = 11 Actual = 28 Number of Stud Rows = 1, Percent of Full Composite Action = 73.59 LOADS: Self Weight = 0.031 k /ft Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom 30.83 14.73 8.54 7.13 Yes Yes Line Loads (k /ft): Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 29.33 0.598 0.598 0.321 0.321 0.308 0.308 29.33 30.83 0.598 0.598 0.321 0.321 0.308 0.308 SHEAR (Ultimate): Max Vu 1.2DL +1.6LL (kips) = 30.96 0.90Vn = 117.91 MOMENTS: Span Cond LoadCase Mu Q Lb Cb Phi Phi *Mn kip -ft ft ft kip -ft Center Pre DL 1.4DL 44.2 13.4 - -- - -- 0.90 202.50 Center Max + 1.2DL +1.6LL 120.9 13.9 - -- - -- 0.85 324.00 Max - 1.2DL +1.6LL -44.9 29.3 4.1 1.75 0.90 202.50 Right Max - 1.2DL +1.6LL -44.9 29.3 1.5 1.00 0.90 202.50 Controlling 1.2DL +1.6LL 120.9 13.9 - -- - -- 0.85 324.00 REACTIONS (Unfactored) (kips): Left Initial reaction 4.71 DL reaction 8.45 Max + LL reaction 4.52 Max - LL reaction -0.38 Max + total reaction 12.97 DEFLECTIONS: Center span: Initial load (in) at 14.23 ft = -0.427 Live load (in) at 14.23 ft = -0.188 Post Comp load (in) at 14.23 ft = -0.326 Total load (in) at 14.23 ft = -0.752 Right cantilever: Init load (in) = 0.056 Right 14.69 25.67 12.48 0.00 38.16 L/D = 825 L/D = 1868 L/D = 1081 L/D = 468 L/D = 643 -L;KPos Live _load -(in) - _ - =0 -012- - L/D = 3111 -- - =- Neg Live load (in) = 0.031 L/D = 1166 ;= Neg Post'Comp load (in) = 0.049 L/D = 741 Neg_Total load (in) = 0.105 L/D = 344 40 - -� _ - - - -- _ - -D_ECARO ;STRUCTURAL,- INC 4 - PROJECT: �/ v �,� G� le) PROJECT y: GS // l ENG: (�(, / DATE: S// S /OS SHEET: q �%%NINc �vEC �r-A -cam l "' F/(_ L SPAN : 8'- d /r4,r 7-z, Q - s- L O I L pL. . PcpL_ Lc = 2SO '-A4- Usk y�ox/s J Sff�i:� LU QEA(" 3. o K (TOTAL- .SE12v (cc 1.4b) �� Slw Pf' 6Pr�� 3i 7So A 16 ,. > l 20o /2 = tin G •W �Ox�SJ Q E'pvr1 16 /� 441' hoc ?f a� z . 1 705 N 1 6TH STREET, TAMPA, FLORIDA 33605 PHONE:B 1 3 -B 1 7 -4707 FAX: 81 3- 262 -2338 i2AMSBEAM V2. 0 - r,ravi tv RPam Des an-- " - = - • -- -- - Job: Wachovia - West Gables - Steel Code: LRFD SPAN INFORMATION: Stair Infill Beam Size (User Selected) = WlOX15 Fy = 50.0 ksi Total Beam Length (ft) = 8.00 COMPOSITE PROPERTIES (Not Shored): Left Right Concrete thickness (in) 3.50 3.50 Unit weight concrete (pcf) 116.00 116.00 f'c'(ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VULCRAFT 2.OVL VULCRAFT 2.OVL Distance to Adjacent (ft) Beam: 5.00 Beam: 5.00 beff (in) = 24.00 Y bar(in) = 10.22 Mnf (kip -ft) = 158.72 Mn (kip -ft) = 111.49 C (kips) = 62.29 a (in) = 9.99 Ieff (in * *4) = 181.13 Itr (in * *4) = 277.02 Stud length (in) = 4.00 Stud diameter (in) = 0.75 Stud Capacity (kips) Qn = 17.8 # of studs: Max = 8 Partial = 7 Actual = 7 Number of Stud Rows = 1, Percent of Full Composite Action = 29.08 LOADS: Self Weight = 0.015 k /ft Line Loads (k /ft): Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 8.00 0.485 0.485 0.260 0.260 0.250 0.250 SHEAR (Ultimate): Max Vu 1.2DL +1.6LL (kips) = 4.00 0.90Vn = 62.04 MOMENTS: Span Cond LoadCase Mu @ Lb Cb Phi Phi *Mn kip -ft ft ft kip -ft Center Pre DL 1.4DL 3.1 4.0 - -- - -- 0.90 60.00 Center Max + 1.2DL +1.6LL 8.0 4.0 - -- - -- 0.85 94.77 Controlling 1.2DL +1.6LL 8.0 4.0 - -- - -- 0.85 94.77 REACTIONS (Unfactored) (kips): Left Right Initial reaction 1.10 1.10 DL reaction 2.00 2.00 Max + LL reaction 1.00 1.00 Max + -total reaction 3.00 3.00 DEFLECTIONS: Initial load (in) at 4.00 ft = -0.013 L/D = 7568 Live load (in) at 4.00 ft = -0.004 L/D = 21886 Post Comp load (in) at 4.00 ft = -0.008 L/D = 11519 Total load (in) at 4.00 ft = -0.021 L/D = 4567 = -D E CAR❑ ; STRUCTURAL, INC: - - -- PROJECT: PROJECT N: ps I I ENG: vW DATE: S�( /OS SHEET: f I f�EA rr S 0- N €&, CLEvAT-o/t- USA w1o=r. m0-1-q KEAe- -f0rj = '/.Cg k Sec s(« 4- rz -YY I � FAR ANC-44A5 w/ y �y ., n-ab ��e•,��x Co �a�� SA AO: 31/0 Its ACcoc'41RC -E TEnrtroN- 162-0 11 s A?Mc fU &� //-= Y.Cy 111K f /7 k (�iowS �Fx G lS'ro� Pcl J 76-0 `gy p 10, Ids w���� ( fir` p-�R 5 1974-0 % ^�1 /`�io'� = 1876 /t s 8 rlGrn u -� V d Z 1 705 N 16TH STREET, TAMPA, FLORIDA 33605 PHONE: 813- 517-4707 FAX: B13- 262 -2338 mf'r?� 13 e. j`lu- Ll_ = ,. 12 �� C /o� pia ) USA w1o=r. m0-1-q KEAe- -f0rj = '/.Cg k Sec s(« 4- rz -YY I � FAR ANC-44A5 w/ y �y ., n-ab ��e•,��x Co �a�� SA AO: 31/0 Its ACcoc'41RC -E TEnrtroN- 162-0 11 s A?Mc fU &� //-= Y.Cy 111K f /7 k (�iowS �Fx G lS'ro� Pcl J 76-0 `gy p 10, Ids w���� ( fir` p-�R 5 1974-0 % ^�1 /`�io'� = 1876 /t s 8 rlGrn u -� V d Z 1 705 N 16TH STREET, TAMPA, FLORIDA 33605 PHONE: 813- 517-4707 FAX: B13- 262 -2338 " RAMSBEAM V2. 0 __ - -- Gravity Beam Design---­_- Mu - Job: 'Wachovia - West Gables °'` -- Steel Code:' LRFD SPAN INFORMATION:_ Elevator Infill Beams _ Beam Size (User Selected) = WlOX15 Fy = 50.0 ksi Total Beam Length (ft) = 11.00 ft COMPOSITE PROPERTIES (Not Shored): Left Right Concrete thickness (in) 3.50 3.50 Unit weight concrete (pcf) 116.00 116.00 f'c -(ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VULCRAFT 2.OVL VULCRAFT 2.OVL Distance to Adjacent (ft) Beam: 4.00 Beam: 4.00 beff (in) = 33.00 Y bar(in) = 10:86 Mnf (kip -ft) = 168.77 Mn (kip -ft) = 112.21 C (kips) = 62.29 a (in) = 10.12 Ieff (in * *4) = 194.05 Itr (in * *4) = 304.38 Stud length (in) = 4.00 Stud diameter (in) = 0.75 Stud Capacity (kips) Qn = 17.8 Max + LL reaction # of studs: Max = 11 Partial = 7 Actual = 7 Number of Stud Rows = 1, Percent of Full Composite Action = 28.25 LOADS: Self Weight = 0.015 k /ft 4.69 4.69 Line Loads (k /ft): DEFLECTIONS: Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 11.00 0.412 0.412 0.221 0.221 0.425 0.425 SHEAR (Ultimate): Max Vu 1.2DL +1.6LL (kips) = 6.56 0.90Vn = 62.04 MOMENTS: Span Cond LoadCase Mu @ Lb Cb Phi Phi *Mn kip -ft ft ft kip -ft Center Pre DL 1.4DL 5.0 5.5 - -- - -- 0.90 60.00 Center Max + 1.2DL +1.6LL 18.0 5.5 - -- - -- 0.85 95.38 Controlling 1.2DL +1.6LL 18.0 5.5 - -- - -- 0.85 95.38 REACTIONS (Unfactored) (kips): Left Right Initial reaction 1.30 1.30 DL reaction 2.35 2.35 Max + LL reaction 2.34 2.34 Max +-total reaction 4.69 4.69 DEFLECTIONS: Initial load (in) at 5.50 ft = -0.039 L/D = 3392 Live load (in) at 5.50 ft = -0.025 L/D = 5306 Post Comp load (in) at 5.50 ft = -0.036 L/D = 3661 Total load (in) at 5.50 ft = -0.075 L/D = 1761 12 °= i �D-ECARO STRUCTURAL; INC —s PROJECT: / /,C4 O� 41 - / e., /�, [ 6 PROJECT #: O� �� ENG: 11� DATE: SHEET: New r3{ -r►•s ce Cab F so A�- . �8� 9 -Fg(B' 3Lo M1 oM1 z*3 i 1 705 N 1 6TH STREET, TAMPA, FLORIDA 33605 PHONE:S 1 3-81 7-4707 FAX:S 1 3- 262 -233B RAMSBEAM V2.0 - Gravity Beam Design -_ Job: Wachovia - West Gables Steel Code- LRFD SPAN INFORMATION: Roof Beams - -- - - Beam Size (User Selected) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 28.75 Mp (kip -ft) = 184.17 Top Flange Braced By Decking LOADS: Self Weight = 0.026 k /ft Line Loads (k /ft): Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 6.00 28.75 0.231 0.231 0.000 0.000 0.150 0.150 SHEAR (Ultimate): Max Vu 1.2DL +1.6LL (kips) = 7.89 0.90Vn = 104.38 MOMENTS: Span Cond LoadCase Mu @ Lb Cb Phi Phi *Mn kip -ft ft ft kip -ft Center Max + 1.2DL +1.6LL 56.7 14.4 0.0 1.00 0.90 165.75 Controlling 1.2DL +1.6LL 56.7 14.4 0.0 1.00 0.90 165.75 REACTIONS (Unfactored) (kips): Left Right DL reaction 3.70 3.70 Max + LL reaction 2.16 2.16 Max + total reaction 5.85 5.85 DEFLECTIONS: Dead load (in) at 14.38 ft = -0.453 L/D = 762 Live load (in) at 14.38 ft = -0.264 L/D = 1306 Total load (in) at 14.38 ft = -0.717 L/D = 481 - D =E CAR❑ .STRUCTURAL; - INC I PROJECT: A< fta,ri�� ��a C, C, I PROJECT #: QS. ( (I I ENG: 11w I DATE: /2j/pfj SHEET: I s p.,C,� S.pp,,�� f�e.u.. -�S (. � CGLu�r' 2�r►�ovA�/ ZL ib c61_ 3Z pS6 7SP�� bps TS(3) f `fO.s 12- �s�. cv(Zx3o sew. 5«e- l6 1 705 N 1 6TH STREET, TAMPA, FLDRiDA 33605 PHDNE:c 1 3-E31 7-4707 FAX:B 1 3-262-233a RAMSBEAM V2.0 - Gravity Beam Design Job: Steel Code: LRFD SPAN INFORMATION: _ Beam Size (User Selected) = W12X30 Fy = 50.0 ksi Total Beam Length (ft) = 12.17 Mp (kip -ft) = 179.58 Top Flange Not Braced By Decking LOADS: Self Weight = 0.030 k /ft Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom 3.'67 11.37 0.00 7.58 Yes No Line Loads (k /ft): Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 12.17 0.225 0.225 0.000 0.000 0.150 0.150 SHEAR (Ultimate): Max Vu 1.2DL +1.6LL (kips) = 21.33 0.90Vn = 86.63 MOMENTS: Span Cond LoadCase Mu @ Lb Cb Phi Phi *Mn kip -ft ft ft kip -ft Center Max + 1.2DL +1.6LL 74.5 3.7 8.5 1.75 0.90 161.62 Controlling 1.2DL +1.6LL 74.5 3.7 8.5 1.75 0.90 161.62 REACTIONS (Unfactored) (kips): Left Right DL reaction 9.49 4.98 Max + LL reaction 6.21 3.20 Max + total reaction 15.70 8.17 DEFLECTIONS: Dead load (in) at 5.60 ft = -0.104 L/D = 1404 Live load (in) at 5.60 ft = -0.068 L/D = 2151 Total load (in) at 5.60 ft = -0.172 L/D = 850 -- -0-E CARD :STRU CTU-RAL,_ I N C - -- - PROJECT: �� ^ 5 PROJECT (Cj ENG: V41 DATE: ? (/& SHEET: ( i BGG,. Co&rc J -ies r 2 C�1411►M- At,-.O-.JCII Rcr i �SS ENb PEA,-'T-row /7 C6` 31q � A-0 e- Al&.5 1440L,,4-.V cr 30.7 K PAL- l3a pps 4-c' So (b ANLHUH5 iora.) -- 1 705 N 1 5TH STREET, TAMPA, FLORIDA 33505 PHONE:a 1 3-9 1 7 -4707 FAX:a i 3- 262 -2338 1 705 N 7 6TH STREET, TAMPA, FLORIDA 33605 PHONE:B 1 3 -S 1 7 -4707 FAX:B 1 3- 262 -233B Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor Carbon Steel Kwik Bolt II Allowable Loads in Concrete Anchor Embedment 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Diameter in. (mm) Depth in. (mm) Tension lb (M) Shear lb (kN) Tension lb (M) Shear lb (M) Tension lb (M) Shear lb (M) Tension lb (M) Shear lb (M) 11/8 (29) 270 (1.2) 430 (1.9) 330 (1.5) 430 (1.9) 380 (1.7) 430 (1.9) 470 (2.1) 430 (1.9) 114 (6 4) 22 (51) 560 (2.5) 530 590 (2.6) 530 630 (2.8) 530 670 530 33/42 (95) 670 (3.0) 670 (3.0) 670 (3.0) (2.4) (2.4) (2.4) (3.0) (2.4) 1 1/e (41) 530 (2 4) 990 (4.4) 650 (2.9) 1040 (4.6) 750 (3.3) 1100 (4.9) 850 (3.8) 1100 (4.9) 3/8 (9.5) 2'/2' (64) 1200 (5.3) 1470 1290 (5.7) 1470 1370 (6.1) 1470 1550 1470 4'/4' (108) 1330 (5.9) 1390 (6.2) 1440 (6.4) (6.5) (6.5) (6.5) (6.9) (6.5) 21/4 (57) 1170 (5.2) 1940 (8.6) 1310 (5.8) 1970 (8.8) 1450 (6.4) 1970 (8.8) 1730 (7.7) 1970 (8.8) 1/2 (12.7) 3'/22 (89) 1870 (8.3) 2450 2130 (9.5) 2450 2400 (10.7) 2450 2800 2450 62 (152) 2080 (9.3) 2310 (10.3) 2530 (11.3) (10.9) (10.9) (10.9) (12.5) (10.9) 21/4 (70) 1600 (7.1) 3070 (13.7) 1870 (8.3) 3070 (13.7) 2130 (9.5) 3070 (13.7) 2670 (11.9) 3070 (13.7) 5/8 (15.9) 42 (102) 2400 1 (10.7) 3840 2850 (12.7) 3840 3290 (14.6) 3840 4190 3840 72 (178) 3200 (14.2) 3470 (15.4) 3730 (16.6) (17.1) (17.1) (17.1) (18.6) (17.1) 31/4 (83) 1970 (8.8) 4140 (18.4) 2320 (10.3) 4140 (18.4) 2670 (11.9) 4140 (18 4) 3200 (14 2) 4140 (18.4) '/4 (19.1) 4/42 (121) 2930 (13.0) 5120 4130 (184) 5120 4800 (21.4) 5120 5870 (26.1) 5120 (22.8) (22.8) (22.8) (22.8) 82 (203) 4000 (17.8) 4930 (21.9) 5870 (26.1) 6320 (281) 4'/2 (114) 3330 (14.8) 7070 (31.4) 4050 (18.0) 7600 (33.8) 4670 (20.8) 8140 (36.2) 5070 (22.6) 1 (25.4) 6 (152) 4930 (21.9) 9200 6000 (26.7) 9200 7070 (31.4) 9200 8400 (37.4) 9Y00 (40.9) (40.9) (40.9) (40.9) 9 (229) 6670 (29.7) 7670 1 ( 34.1) 8670 (38 6) 10670 (47.5) 1 Values shown are for a shear plane acting through the anchor bolt body When the shear plane is acting through the anchor bolt threads, reduce the shear values by 15% 2 Values shown are for a shear plane acting through the anchor bolt body When the shear plane is acting through the anchor bolt threads, reduce the shear value by 7% All other values shown are for shear plane acting through either body or threads 156 Shear Through The Threads 771-P O Shear Through The Bolt Body •P O U5: 1- 800 - 879 -8000 / www.us hdti corn I Hilt! Product Technical Guide 2002 1 Canada: 1-800-363-4458 / www.ca.hilti.com Anchoring Systems Kwik Bolt II Expansion Anchor 4.3.3 Carbon Steel Kwik Bolt II Ultimate Loads in Concrete Anchor Embedment 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension lb (M) Shear lb (M) Tension lb (M) Shear lb (M) Tension lb (M) Shear lb (10 Tension Ib (kN) Shear lb ear Diameter in. (mm) Depth in. (mm) 1' /e (29) 1000 (4.4) 1600 (7.1) 1230 (5.5) 1600 (7.1) 1430 (6.4) 1600 (7.1) 1750 (7.8) 1600 (7.1) '/4 (6 4) 22 (51) 2100 (9.3) 2000 2225 (9.9) 2000 2350 (10.5) 2000 2500 2000 32/42 (95) 2500 (11.1) 2500 (11.1) 2500 (8.9) (8.9) (8.9) (11.1) (8 9) 1 1/e (41) 2000 (8.9) 3700 (16.5) 2450 (10.9) 3900 (17.3) 2825 (12.6) 3900 (17.3) 3200 (14.2) 3900 (17.3) 3/8 (9.5) 21/2' (64) 4500 (20.0) 5500 4825 (21.5) 5500 5150 (22.9) 5500 5800 5500 41/4' (108) 5000 (22.2) 5200 (23.1) 5400 (24.0) (24.5) (24.5) (24.5) (25.8) (24.5) 21/4 (57) 4400 (19 6) 7250 (32.2) 4925 (21.9) 7360 (32.7) 5450 (24.2) 7360 (32.7) 6500 (28.9) 7360 (32.7) '/2 (12.7) 31h2 (89) 7000 (31.1) 9200 8000 (35.6) 9200 9000 (40.0) 9200 10500 9200 62 (152) 7800 (34.7) (40.9) 8650 (38.5) (40.9) 9500 (402.3) (40.9) (46.7) (40.9) 22/4 (70) 6000 (26.7) 11500 (51.2) 7000 (31.1) 11500 (51.2) 8000 (35.6) 11500 (51.2) 10000 (44.5) 11500 (51.2) NO (15.9) 42 (102) 9000 (40.0) 14200 10670 (47.5) 14200 12350 (54.9) 14200 15700 14200 72 (178) 12000 (53.4) pol 3000 7. 8) 14000 (62.3) (63.2) (63.2) (63.2) (69.8) (63.2) 31/4 (83) 7400 (32.9) 15500 (68.9) 8700 (38.7) 15500 (68.9) 10000 (44.5) 15500 (68.9) 12000 (53.4) 15500 (68.9) 3/4 (19.1) 41/42 (121) 11000 (48.9) 19200 15500 (68.9) 19200 18000 (80.1) 19200 22000 (97.9) 19200 (85.4) (85.4) (85.4) (85.4) 82 (203) 15000 (66.7) 18500 (82.3) 22000 (97.9) 23700 (105.4) 41h (114) 12500 (55.6) 26500 (117.9) 15200 (67.6) 28500 (126.8) 17500 (77.8) 30500 (135.7) 19000 (84.5) 1 (25.4) 34500 (153.5) 6 (152) 18500 (82.3) 34500 22500 (100.1) 34500 26500 (117.9) 34500 31500 (140.1) (153.5) (153.5) (153.5) 9 (229) 25000 (111.2) 28750 (127.9) 32500 (144.6) 40000 (177.9) 1 Values shown are for a shear plane acting through the anchor bolt body When the shear plane is acting through the anchor bolt threads, reduce the shear values by 15% 2 Values shown are for a shear plane acting through the anchor bolt body When the shear plane is acting through the anchor bolt threads, reduce the shear value by 7% All other values shown are for shear plane acting through either body or threads Shear Through The Threads N.P O Shear Through The Bolt Body .WP %•� -�1 Yr - O C' US: 1- 800 -879 -8000 / www.us.hdti corn I Hilti Product Technical Guide 2002 1 Canada: 1- 800 - 363 -4458 / www ca hilt corn 157 - -- _ - - - -= - Anchoring Systems 4.3.3 - Kwik Bolt II Expansion Anchor Kwik Bolt II AISI 304 and 316 Stainless Steel Allowable Loads in Concrete Anchor Embedment- 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension lb (M) Shear lb (M) Tension lb (M) Shear lb (M) Tension lb (M) Shear lb (M) Tension lb (M) Shear lb (M) Diameter in. (mm) Depth in. (mm) 1' /4 (29) 240 (1.1) 560 (2.5) 330 (1.5) 570 (2.5) 350 (1.6) 370 (1.6) '/4 (6 4) 590 (2.6) 590 (2 6) 2 (51) 470 (2.1) 590 550 590 550 550 32/4 550 (2.6) (2.4) (2.6) (2.4) (2.4) (95) (2.4) 1' /e (41) 430 (1.9) 880 (3.9) 490 (2.2) 1010 (4.5) 550 (2.4) 1150 (5.1) 670 (3.0) 1230 (5.5) 3/8 21/2 930 1090 1250 (9 5) (64) (4.1) 1330 (4.8) 1330 (5.6) 1330 1440 1330 41/4 1070 1330 1440 (5.9) (5.9) (5.9) (6 4) (5.9) (108) (4.8) (5.9) (6.4) 2'/4 (57) 850 (3.8) 1810 (8.1) 1070 (4.8) 1850 (8.2) 1280 (5.7) 1890 (8.4) 1330 (5.9) '/Z (12 7) 2220 (9.9) 3'/2 (89) 1330 (5.9) 2220 1730 (7.7) 2220 2130 (9.5) 2220 2400 (10.7) (9.9) (9.9) (9.9) 6 (152) 1470 (6.5) 1880 (8.4) 2290 (10.2) 2720 (12.1) 21/4 (70) 1250 (5.6) 2800 (12.5) 1600 (7.1) 3070 (13.7) 1810 (8.1) 1920 (8.5) 5/8 (15 9) 3330 (14.8) 3330 (12.5) 4 (102) 1870 (8.3) 3330 2400 (10.7) 3330 2930 (13.0) 3200 (14.2) (14.8) (14.8) 7 (178) 2400 (10.7) 3010 (13.4) 3650 (16.2) 3650 (16.2) 31/4 (83) 1550 (6.9) 2880 (12.8) 1950 (8.7) 3310 (14.7) 2350 (10.5) 3730 (16.6) 2610 (11.6) 3/4 (191) 4800 (21.4) 42/4 (121) 2510 (11.2) 4510 (20.1) 3250 (14.5) 4650 (20.7) 3870 (17.2) 4800 4670 (20.8) (21.4) 8 (203) 2930 (13.0) 4800 (21.4) 3870 (17.2) 4800 (21.4) 4530 (20.2) 5120 4'/2 (114) 3120 (13.9) 6080 (27.0) 3870 (17.2) 6770 (30.1) 4610 (20.5) 4800 (21.4) 1 (25 4) 7470 (33.2) 7470 (33.2) 6 (152) 4400 (19.6) 7470 6400 (28.5) 7470 7200 (32.0) 7330 (32.6) (33.2) (33.2) 9 (229) 5600 (24.9) 8000 ( 35.59) 9390 (41.77) 9390 (41.8) 158 US: 1- 800 - 879 -8000 / www us.hilb cam I HIM Product Technical Guide 2002 1 Canada: 1- 800 - 363 -4458 / www ca hilh com Anchoring Systems = _- -_ ELn Kwik Bolt II Expansion Anchor 4.3.3 Kwik Bolt II AISI 304 and 316 Stainless Steel Ultimate Loads in Concrete Anchor Embedment 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension lb (M) Shear lb (M) Tension lb (M) Shear lb (W) Tension lb (M) Shear lb (M) Tension lb (M) Shear lb (M) Diameter �in. (mm) Depth in. (mm) 1' /e (29) 900 (4.0) 2100 (9.3) 1250 (5.6) 2150 (9.6) 1300 (5.8) 1400 (6.2) '/4 (6 4) 2200 (9.8) 2200 (9.8) 2 (51) 1750 (7.8) 2200 2070 2200 2070 2070 31/4 (95) 2070 (9.2) (9.8) (9.2) (9.8) (9.2) (9.2) 14/4 (41) 1600 (7.1) 3300 (14.7) 1825 (8.1) 3800 (16.9) 2050 (9.1) 4300 (19.1) 2500 (11.1) 4600 (20.5) 3/8 (9.5) 21h (64) 3500 (15.6) 5000 4100 (18.2) 5000 4700 (20.9) 5000 5400 5000 4'/4 (108) 4000 (17.8) 5000 (22.2) 5400 (24.0) (22.2) (22.2) (22.2) (24.0) (22 2) 21/4 (57) 3200 (14.2) 6800 (30.2) 4000 (17.8) 6950 (30.9) 4800 (21.4) 7100 (31.6) 5000 (22.2) 72 (12 7) 31h (89) 5000 (22.2) 8340 6500 (28.9) 8340 8000 (35.6) 8340 9000 (40.0) 8340 (37 1) (37.1) (37.1) (37.1) 6 (152) 5500 (24.5) 7050 (31.4) 8600 F383) 10200 21/4 (70) 4700 (20.9) 10500 (4.7) 6000 (26.7) 11500 (51.2) 6800 (30.2) 7200 (32.0) 5h (15.9) 12500 (55.6) 12500 (55.6) 4 (102) 7000 (31.1) 12500 9000 (40.0) 12500 11000 (48.9) 12000 (53.4) (55.6) (55.6) 7 (178) 9000 (40.0) 11300 (50.3) 13700 (60.9) 13700 (60.9) 31/4 (83) 5800 (25.8) 10800 (48.0) 7300 (32.5) 12400 (55.2) 8800 (39.1) 14000 (62.3) 9800 (43.6) 3/4 (19.1) 41/4 (121) 9400 (41.8) 16900 (75.2) 12200 (54.3) 17450 (77.6) 14500 (64.5) 18000 17500 (77.8) 18000 (801) (80.1) 8 (203) 11000 (48.9) 18000 (80.1) 14500 (64 5) 18000 (80.1) 17000 (75.6) 19200 (85.4) 4'h (114) 11700 (52.0) 22800 (101.4) 14500 (64.5) 25400 (113.0) 17300 (77.0) 18000 (80.1) 1 (25.4) 28000 (124.5) 28000 (124 5) 6 (152) 16500 (73.4) 28000 24000 (106.8) 28000 27000 (120.1) 27500 (122 3) (124.5) (124.5) 9 (229) 21000 (93 4) 30000 (133.5) 35200 (156.6) 35200 (156.6) US: 1- 800 - 879 -8000 / www us hilt com I HiM Product Technical Guide 2002 1 Canada: 1- 800 - 363 -4458 / www ca.hilt com 159 Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor Carbon Steel Kwik Bolt II Allowable Loads in Lightweight Concrete, Anchor Diameter In. (mm) Embedment Depth In. (mm) Shear 2000 psi (13 8 MPa) lb (M) Tension 2000 psi (13 8 MPa) lb Tension 3000 psi (20.7 MPa) lb Tension 4000 psi (27.6 MPa) lb 1/4 (6 4) 1'/B ( 29) 400 ( 1 8) 225 0 0) 295 ( 1.3) 350 ( 1 6) 22' ( 51) 500 ( 22) 325 (14) 390 ( 1.7) 450 ( 2 0) 31B (9 5) 15 /B ( 41) 775 ( 3 5) 425 (1 9) 530 ( 24) 625 ( 2 8) 20/2' ( 64) 1375 (61) 625 (2 8) 810 ( 3 6) 975 ( 4 3) 1h (12 7) 21/4 ( 57) 1400 ( 6 2) 725 (3 2) 920 (41) 1100 (4 9) 23/2' ( 89) 2300 (10 2) 1100 (4 9) 1360 ( 6.1) 1600 (71) 5/B (15 9) 23/4 (70) 2500 (11 1) 1125 (50) 1350 ( 6.0) 1550 (69) 24' (102) 3550 (15 8) 1650 (7.3) 1990 ( 8.9) 2300 (10 2) 3/4 (191) 3'/4 (83) 3250 (145) 1575 (7 0) 1905 ( 8 5) 2200 ( 9 8) 243/4' (121) 4700 (20 9) 2200 (9 8) 2750 (12.2) 3250 (145) i vamw a I.-I a1 c ,u, a ,1104, p,d„0 dcuny unuugn the ancnor oon 000y. wnen me snear plane is acting through the anchor bolt threads, reduce the shear values by 15% 2 Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear values by 7% 3 Based on using a safety factor of 4 Carbon Steel Kwik Bolt II Allowable Loads through the Ridge of Metal Profile Deck into Lightweight Concrete Anchor Diameter in. (mm) Embedment Depth in. (mm) Vc=3000 psi (20.7 Mpa) Tension, lb (kN) Shear, lb (kM 1/4(64) 21 /4 (57) 560 (2 5) 490 (2 2) 3/8(95) 21/4(57) 1 790 (3 5) 1000 (4 4) 1/2(127) 21/4(57) 880 (4.0) 1000 (4.4) 5/8(15.9) 41/2(114) 1675 (7.4) 1 2575 (11.4) Carbon Steel Kwik Bolt If Allowable Loads in Grout Filled Concrete Masonry Units 1.3,4,5,6.7 Anchor Diameter in. (mm) Embedment Depth' in. (mm) Distance from Edge in. (mm) Tension Ta e sio n S ear S h ear 1/4 (6.4) 1' /8 (29) Shear' in. (mm) 200 (0.9) 370 (1.6) 212 (304 8) 2 (51) 4 (101 6) 410 (1.8) 570 (2.5) 212 (304 8) 3/8 (9 5) 16 /8 (41) (1.6) Stainless Steel 430 (1.9) am (3.8) 21z 304 8 21/2 (64) 725 (3 2) 1050 (4 7 ) 24 (304 6) '/2 (127) 2'/' (57) 212 (3048) 750 (33) 1' /6 (3 6) (3.3) 1400 IT Stainless Steel 31/: (89) 212 (3048) 975 (4.3) 1890 (3 9) S�B (15 9) 2' /a (70) 4 212 101fi (304 8) 1100 (4.9) 1650 2120 4 (102) 4 (101 6) 12 (304 8) 1460 (6.5) 1p50 2120 2700 216 4064 3�4 (191) 31/4 (83) a (101 6) 1450 (6.5) 1050 12 (304 8) 2120 216 4064 2600 4' /a (121) a 101 s 1465 6 5 1050 tz (304 8) 1620 7.2 () 2120 216 4064 3110 Countersunk Kwik Bolt II Allowable Loads in Concrete' Anchor golf Embedment 3000 psi (20.7 MPa) Diameter Material Depth Tension Shear' in. (mm) lb in. (mm) lb (M) lb (M) 1/, Carbon Steel 675 450 350 '14 (6.4) 1' /3 (2.0) (1.6) Stainless Steel 480 500 (6 4) (29) (2.1) (2.2) Carbon Steel 810 750 3/B 1' /6 (3 6) (3.3) (9 5) (41) Stainless Steel 880 1330 (3 9) (5.9) 1. Values are for Light weight, Medium weight or Normal weight concrete masonry units conforming to ASTM C90 with 2000 psi grout conforming to ASTM C474. 2. Embedment depth is measured from the outside face of the concrete masonry unit 3. Values are for anchors located in the grouted cell, bed joint, cross web or any combination of the above. 4. For anchors installed in the "T" joint or head joint reduce tension values by 20 %. 5. Values for edge distances between 4 inches and 12 inches and between 12 inches and 16 inches can be calculated by linear interpolation. 6. Anchors are limited to one per unit cell. 7. Based on using a safety factor of 4. HCKB (Hilt Ceiling Kwik Bolt) Allowable Loads' Anchor Diameter In. (mm) Embedment Depth In. (mm) NoonT al -V Concrete 7 MPa) Lightweight ghtConcrete Tension Shear Tension Shear lb lb lb kN lb kN 1/, 1'/16 675 155 465 145 (6.4) (37) (3.0) (0 69) (21) (0 65) 1 fiasea on using a safety factor of 4 1. Based on using a safety factor of 4 2 Shear values for shear plane acting thru threads of anchor bolt 160 US: 1- 800 - 879 -8000 / www us hilt corn I Hilt! Product Technical Guide 2002 1 Canada: 1- 800 - 363 -4458 / www.ca hilti com HIT HY 150 /HIT ICE Adhesive Anchor HIT -ICE Miner HR -ICE Carfidge - _ ' - Mixing Nou/e HY 150 Refill Pack 4.2.4.1 Product Description Hilti HIT HY 150 is a hybrid adhesive consisting of a methacrylate resin, hardener, cement and water It Is formulated for fast curing and installation In a wide range of solid base material temperatures from 1040F (400C) down to 230F ( -5'C) For colder environmental installations, HIT -ICE adhesive is a winter formulation of HIT HY 150 for base material temperatures down to —1 O'F ( -230C) HIT -ICE consists of a methacrylate resin and hardener The systems consist of adhesive refill packs, a mixing nozzle, a HIT dispenser and either a threaded rod, rebar, HIS internally threaded Insert or eyebolts HY 150/Hrr -ICE is specifically designed for fastening into solid base materials such as concrete, grout, stone or grout filled block. The HIM HIT -TZ is an Innovative threaded rod Installed with HIT HY 150/HIT -ICE hybrid adhesive. Please refer to section 4 2.3 for details on HIT -TZ. With the combination of HIT HY 150/HIT -ICE and the Innovative design of the HIT -TZ rod, anchoring into uncleaned holes, wet holes (including standing water) and/or Hilh matched tolerance diamond -cored holes does not adversely affect tensile capacity. Use HIT-ICE in base material temperatures <_ 40' F (5' Q. Product Features of HIT HY 150 /HIT -ICE • Seismic qualified per ICC -ES AC58 • Small edge distance and anchor spacing allowance • Mixing tube provides proper mixing and accurate dispensing of mixed resin • Contains no styrene; virtually odorless • Cures quickly over a large range of base material temperatures • Excellent weathering resistance; high temperature resistance • High load capacities • HIT -ICE has equivalent load performance to HIT HY 150 HR- ICEDispenser �� H ? Refill Pack Holder Guide Specifications Master Format Section 03250 (Concrete accessories) Related Sections: 03200 (Concrete Reinforcing — Reinforcing Accessories) 05050 (Metal Fabncaton) 05120 (Structural Steel,- MasonryAccessories) Injectable adhesive shall be used for installation of all reinforcing steel dowels or threaded anchor rods and inserts into new or existing concrete. Adhesive shall be furnished in containers which keep component A and component B separate Containers shall be designed to accept static mixing nozzle which thoroughly blends component A and component B and allows Injection directly into drilled hole Only injection tools and static mixing nozzles as recommended by manufacturer shall be used Manufacturer's instructions shall be followed. Injection adhesive shall be formulated to Include resin and hardener to provide optimal curing speed as well as high strength and stiffness Typical curing time at 680F shall be 50 minutes for HIT HY 150 and 1 hour for HR -ICE. Injection adhesive shall be HIT HY 150 or HIT-ICE, as fumished by Hilt. Anchor Rods: Shall be furnished with chamfered ends so that either end will accept a nut and washer Alternatively, anchor rods shall be furnished with a 45 degree chisel point on one end to allow for easy insertion into the adhesive - filled hole. Anchor rods shall be manufactured to meet the following requirements- 1. ISO 898 Class 5 8 2. ASTM A 193, Grade B7 (high strength carbon steel anchor); 3. AISI 304 or AISI 316 stainless steel, meeting the requirements of ASTM F 593 (condition CM Special order length HAS Rods may vary from standard product Nuts and Washers shall be furnished to meet the requirements of the above anchor rod specifications M101-y"I 4.2.4 Adhesive Anchoring Systems 4.2.4 HIT HY 150 /HIT -ICE 4 2 41 Product Description 4.2 4 2 Material Specifications 4.2 4 3 Technical Data 424.4 Installation Instructions 42.4.5 Ordenng Information Listings /Approvals ICC-ES pnternational Code Counciq ER -5193 (HIT HY 150 only) COLA (City of Los Angeles) Research Report #25257 (HIT HY 150 only) NSF /ANSI Standard 61 certification for use of HIT HY 150 in potable water Metro-Dade County approval 01 -1119 03 (HIT HY 150 only) Fastener Comuonents HAS Threaded Rod HIT -TZ and HIT -RTZ Rods (Refer to section 4.2 3) HIS Intemally Threaded Inserts Rebar (supplied by contractor) p Visit Hilti Online US www.us hilti corn Canada www.ca.hilti corn Hilti, Inc. (US) 1- 800 -879 -8000 1 Product Technical Guide 20134 1 Hilti (Canada) Corporation 1- 800 - 363 -4458 ® 95 4.2.4 Adhesive Anchoring Systems HIT HY 150/HIT-ICE Adhesive Anchor 4.2.4.2 Material Specifications Material Properties for Cured Adhesive HY 150 Compressive Strength ASTM C 579 (HY 150) DIN 53454 (HIT -ICE) 71.8 MPa 10,420 psi Tensile Strength ASTM C 307 (HY 150) DIN/EN 527 -1 (HIT -ICE) 15.9 MPa 2310 psi Flexural Strength ASTM C 580 29.3 MPa 4250 psi Modulus of Elasticity ASTM C 307 7032 MPa 1.02 x 106 psi Water Absorption ASTM D 570 (HY 150) DIN 53495 (HIT -ICE) 0.12% 0.12% Electrical Resistance DINNDE 0303T3 (HY 150) DINNDE 0303T3 (HIT-ICE)j 20011 OHNVcrn I 5.1x1011 OHIWut. 72 MPa 10,440 psi 12 MPa 1740 psi 5 (40 58 (400) 72 5 (500) Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304 /316) Condition CW 3/8" to 5/8" 105 (724) 2.4% 2.4% 2x10' 1 OHW1r 5.1x101 t Win Material Standard HAS -E rod material meets the requirements of ISO 898 Class 5.8 High Strength or 'Super HAS' rod material meets the requirements of ASTM A 193, Grade B7 3/8 (9.5) fy W -I • min. f, �(5 5 (40 58 (400) 72 5 (500) Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304 /316) Condition CW 3/8" to 5/8" 105 (724) 125 (862) Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304 /316) Condition CW 3/4" to 1 -1/4" 65 45 (448) (310) 100 85 (689) HIS Insert 9SMNPB28K Carbon Steel conforming to DIN 1651 13/16 15/16 1 -1/16 (586) HIS -R Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN 17440 544 (375) 667 (460) HAS Sprier R HAS -F Ctanrinrri A6 d —Mr-1 —f ♦h.. . 508 (350) 1015 (700) - ---------- .- .- n- ..•. ...... ,,, --, uiauc uii HAS Stainless Steel Nut material meets the requirements of ASTM F 594 HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI 1318.221 Type A Plain HAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240 HAS Super & HAS -E Standard Washers meet the requirements of ASTM F 436 All HAS Super Rods (except 7/8 ") & HAS -E Standard, HIS inserts, nuts & washers are zinc plated to ASTM B 633 SC 1 7/8" HAS Super rods hot -dip galvanized in accordance with ASTM A 153 Note Special Order threaded rods may vary from standard matenals 4.2.4.3 Technical Data HY 150 /HIT -ICE Installation Specification Table for HAS Rods HAS Rod Size in. Details (mm) 3/8 (9.5) 1/2 (127) 5/8 (15 9) 3/4 (191) 7/8 (22.2) 1 (25.4) 1 -1/4 (31 8) :. •, d ` '- ; `: :: ;'•: w t '' h - t/ r_ L d6,i bit diameter' 2 in. 7/16 9/16 11/16 13/16 15/16 1 -1/16 1 -1/2 her = h-m std depth of embed.3 in. (mm) 3 -1/2 (90) 4 -1/4 (110) 5 (125) 6-5/8 (170) 7 -1/2 (190) 8 -1/4 (210) 12 (305) T. n max All Hilb he, z hn�„ ft lb (Nm) 18 (24) 30 (41) 75 (102) 150 (203) 175 (237) 235 (319) 400 (540) •, - tighening torque Threaded Rods hef < h,m ft lb (Nm) 15 (20) 20 (27) 50 (68) 105 (142) 125 (169) 165 (224) 280 (375) 1 Use matched tolerance carbide tipped bits' 2 For Hilti matched tolerance carbide tipped dnll bits, see section 8 41 3 Data available for varying embedments, see Load Tables 4 Minimum base material thickness given to avoid backside blowout dunng drilling withstand oads a base material d applied (e g. bending of concrete slab) should be determined by design Primer h minimum base material thickness4 he} = hen„ in. (mm) 5 -1/2 (140) 6 -1/4 (160) 7 (180) 8 -1/2 (220) 9 -1/2 (240) 10-1/2 (270) 15 (380) 1 her him,,, in. (mm) 1 0 hef+ 2 (51) 1 0 hef+ 2 (51) 1 0 hef+ 2 (51) 1 0 hef+ 2 (51) 1 0 hef+ 2 (5 1) 1 0 hef+ 2 -1/4 (57) 1 0 hef+ 3 (76) Approximate number of fastenings at standard embedment HY 150/HIT-ICE Small Refill Pack 50/45 31/28 18/16 10/9 8/7 6/5 y2 HY 150 Jumbo Cartnd a 236 145 85 45 38 29 7 Visit Hilti Online 07 www.us hilti com US www.ca hilti com Canada 96 ® Hilti, Inc. (US) 1- 800 - 879 -8000 1 Product Technical Guide 2004 1 HIM (Canada) Corporation 1- 800 - 363 -4458 HIT HY 150/HIT-ICE Adhesive Anchor 4.2.4.3 Technical Data HY 150/HIT-ICE Installation Specification Table for HIS Inserts HIS Insert in. 3/8 1/2 5/8 3/4 Details (mm) (9 5) (12.7) (15.9) (19.1) da, bit diameter' in. 11/16 1 7/8 1 -1/8 1 -1/4 h„o, std depth in. 4 -1/4 5 6 -5/8 8 -1/4 of embed (mm) (110) (125) (170) (210) e„, useable thread in. 1 1 -3/16 1 -1/2 2 length (mm) (25) (30) (40) (50) Tm, Max tightening ft 1b 18 35 80 160 torque (Nm) (24) (47) (108) (217) h min base material in. 6 -3/8 7 -1/2 10 12 -3/8 thickness (mm) (162) (191) (254) (314) Recommended Hilti TE 5,15, TE 18-M, TE -55, 76 Rotary Hammer Drill 18-M, 25 125,55,761 1 For rom matched tolerance carbide tipped drill bits, see section 8 4 1 MILMTI Adhesive Anchoring Systems dbit ' TM.1f h— h HY 150 /HIT -ICE Installation Specification Table for Rebar in Concrete Rebar Size: Details No. 3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 9 No. 10 No. 11 dam: bit diameter'. 2 in 112 5/8 11/2 1-9/16 ncuai mauieieis niayVary use smanest onu oir wnicn win accommodate rebar 2 Use Hilb matched tolerance carbide Upped drill bits, see section 8 41 HY 150 /HIT -ICE Installation Specification Table for Metric Rebar in Concrete (Canada Only) Rebar Number: 10M 15M 20M 25M 30M 35M den : bit diameter'.2 14 mm 3/4" 24mm 1 -1/8" 37mm 1 -9/16- 1 Rebar diameters may vary Use smallest drill bit which will accommodate rebar 2 For Hdb matched tolerance carbide tipped drill bits, see section 8.4.1 Combined Shear and Tension Loading ( Id I W3 + (Ld ) 5n <_ 1.0 (Ref Sechon 4.1.2.7) Nrec / V. / Visit Hilti Online 7 US www.us.hilti.com Canada www ca.hiltl.com Hilti, Inc. (US) 1- 800 - 879 -8000 1 Product Technical Guide 2004 1 Hilti (Canada) Corporation 1- 800 - 363 -4458 ® 97 Adhesive Anchoring Systems HIT HY 150/HIT-ICE Adhesive Anchor HIT HY 150 /HIT -ICE Allowable and Ultimate Bond/Concrete Capacity for HAS Rods in Normal Weight Concrete1,2,3 1 Influence factors for spacing and/or edge distance are applied to concrete/bond values above, and then compared to the steel value The lesser of the values is to be used for the design Visit Hilti Online www.us.hilti.com US www.ca.hilti com Canada 2 For N1 >_ h,n,,, average ulhmate concrete shear capac- 3 Al values based on holes drilled with carbide bit (see ity based on Concrete Capacity Design (CCD) method section 8 4.1) and cleaned with wire brush For het < h,n,,, average ultimate concrete shear values based on testing 98 1 Hilti, Inc. (US) 1 -800- 879 -8000 1 Product Technical Guide 2004 1 HIM (Canada) Corporation 1- 800 - 363 -4458 HIT HY- 150 /HIT -ICE Allowable Bond /Concrete Capacity HIT HY 150MIT -ICE Ultimate Bond/Concrete Capacity Tensile Shear Tensile Shear Anchor Diameter Embedment Depth f, = 2000 psi f, = 4000 psi f, = 2000 psi f, = 4000 psi f, = 2000 psi f, = 40M psi f, = 2000 psi f, = 4000 psi (13.8 MPa) (27.6 MPa) (13 8 MPa) (27.6 MPa) (13.8 MN (27.6 (lb M(M) (27.6 MPa) in (mm) in (mm) lb (M) lb (M) lb (M) lb (M) lb (M) lb (M) (8 ) lb (IcM 1 -3/4 720 1265 1390 1965 2710 4750 4175 5900 (44) (3.2) (5 6) (6 2) (8.7) (12.1) (21 1) (18 6) (26.2) 3/8 3 -1/2 1895 2705 3435 4860 7120 10160 10305 14575 (9 5) (89) (8 4) (12.0) (15 3) (21 6) (31 7) (45.2) (45.8) (64 8) 5 -1/4 2635 2800 6485 9680 9880 10510 20535 29040 (133) (11.7) (12 5) (30 4) (431) (44.0) (46.8) (91.3) (129 2) 2 -1/8 1220 1575 1980 2800 4580 5910 5940 8400 (54) (5 4) (7.0) (8.8) (12.5) (20 4) (26.3) (26 4) (37 4) 1/2 4-1/4 2725 3935 5210 7370 10220 14760 15630 22105 (127) (108) (12.1) (17 5) (23.2) (32.8) (44.5) (65.7) (69.5) (98 3) 6-3/8 4300 5295 10380 14680 16140 19860 31140 44040 (162) (19.1) (23 6) (46 2) (65 3) (71 8) (88.3) (1385) (195.9) 2 -1/2 1620 1985 2460 3480 6090 7460 7380 10440 (64) (7.2) (8 8) (10 9) (15 5) (27.1) (33 2) (32 8) (46 4) 5/8 5 4395 5250 7345 10385 16480 19690 22030 31155 (15 9) (127) (19 6) (23 4) (32.7) (46.2) (73.3) (87 6) (98.0) (138 6) 7 -1/2 6025 8225 14630 20690 22595 30850 43890 62070 (191) (26.8) (36 6) (651) (92.0) (100 5) (137.2) (195 2) (276.1) 3 -3/8 2365 3925 5430 7680 8870 14720 16295 23040 (86) (10.5) (17 5) (24 2) (34.2) (39.5) (65.5) p2 5) (102 5) 3/4 6-5/8 4655 8885 12515 17700 17460 33330 37545 53095 (191) (168) (20 7) (39 5) (557) (78.7) (77.7) (148 3) (167 0) (236.2) 10 9515 12140 25200 35640 35695 45530 75600 106915 (254) (42 3) (54.0) (1121) (158 5) (158.8) (202.5) (336 3) (475.6) 3-3/4 3080 4800 6700 9475 11555 18000 20105 28430 (95) (137) 1 (21 4) (29.8) (421) (51.4) (801) (89 4) (126.5) 7/8 7 -1/2 7845 11020 16185 22890 29430 41000 48550 68665 (22.2) (191) (34 9) (49 0) (72 0) (101.8) (130.9) (182.3) (216.0) (305 4) 11 -1/4 13330 16645 32245 45600 49990 62425 96730 136800 (286) (59 3) (74 0) (143 4) (202.8) (222 4) (277.7) (430.3) (608 5) 4 -1/8 3445 4865 8260 11680 12920 18250 24790 35050 (105) (15.3) (21 6) (36 7) (52.0) (57 5) (81 2) (110.3) (155 9) 1 8 -1/4 8330 11635 19810 28015 31250 43640 59425 84040 (25 4) (210) (371) (51.8) (881) (124.6) (139 0) (1941) (264.3) (373.8) 12 -3/8 15540 19525 39465 55810 58280 73220 118395 167435 (314) (691) (86 85) (175.5) (248.3) (259.3) (325.7) (526.6) (744 8) 6 4645 7000 14760 20870 17430 26265 44280 62610 (152) (20.7) (31 1) (657) (92 8) (77 5) (116 8) (197.0) (278.5) 1 -1/4 12 15490 20770 40045 56635 58085 77900 120140 169900 (31 8) (305) (68 9) (92 4) 1 (1781) 1 (251.9) (258.4) (346.5) (534.4) (155 8) 15 19210 26815 �82760 �72040 100560 175560 248285 (381) (85 5) (119 3) 320 5) (447 3) (780 9) (1104 4) 1 Influence factors for spacing and/or edge distance are applied to concrete/bond values above, and then compared to the steel value The lesser of the values is to be used for the design Visit Hilti Online www.us.hilti.com US www.ca.hilti com Canada 2 For N1 >_ h,n,,, average ulhmate concrete shear capac- 3 Al values based on holes drilled with carbide bit (see ity based on Concrete Capacity Design (CCD) method section 8 4.1) and cleaned with wire brush For het < h,n,,, average ultimate concrete shear values based on testing 98 1 Hilti, Inc. (US) 1 -800- 879 -8000 1 Product Technical Guide 2004 1 HIM (Canada) Corporation 1- 800 - 363 -4458 HIT HY 150/HIT-ICE Adhesive Anchor Allowable Steel Strength for HAS Rods' - HAS -E Standard HAS Super HAS SS Rod ISO 898 Class 5.8 ASTM A 193 B7 AISI 304/316 SS Diameter Tensile Shear Tensile Shear Tensile Shear in.lmm) lb Oq lb M lb M I lb M lb 0" lb M 3/8 2640 1360 4555 2345 3645 1875 (9.5) (11.7) (6 0) (20 3) (10 4) (16.2) (8.3) 1/2 4700 2420 8100 4170 6480 3335 (127) (20 9) (10 8) (36 0) (185) (28.8) (14 8) 5/8 7340 3780 12655 6520 10125 5215 (15 9) (32 7) (16 8) (56 3) (29.0) (45.0) (23.2) 3/4 10570 5445 18225 9390 12390 6385 (19.1) (47 0) (24 2) (81 1) (41.8) (55.1) (28 4) 7/8 14385 7410 24805 12780 16865 8690 (22 2) (64.0) (33 0) (110 3) (56 9) (75 0) (38.6) 1 18790 9680 32400 16690 22030 11350 (25 4) (83.6) (43 0) (1441) (74.2) (98 0) (50 5) 1 -1/4 29360 15125 50620 26080 34425 17735 (31 8) (130.6) (67 3) (225 2) (116.0) (153.1) (78 9) I QIUUI aucllyul da UnuueU III Poali manual or Jleei L onsiruciion KL)) Tensile = 0.33 x F. x Nominal Area Shear = 017 x F. x Nominal Area Ultimate Steel Strength for HAS Rods' ...w. --VU I as UcnucU II Q1. IVIdIjUdl UI aLUU1 WIISUUGUUn tLf4'U) Yield = Fr x Tensile Stress Area Tensile = 0 75 x F. x Nominal Area Shear = 0 45 x F. x Nominal Area 4.2.4 Adhesive Anchoring Systems 7MVisit Hilti Online US www.us.hllb com CMana www.ca hilti.com Hilti, Inc. (US) 1- 800 - 879 -8000 1 Product Technical Guide 2004 1 HBO (Canada) Corporation 1- 800 - 363 -4458 ® 99 HAS -E Standard HAS Super HAS SS Rod ISO 898 Class 5.8 ASTM A 193 B7 AISI 304/316 SS Diameter Yield Tensile Shear Yield Tensile Shear Yield Tensile Shear in. (mm) Ib W lb M lb 00 lb (IcN) Ib M lb 0" Ib (IdJj Ib W lb M 3/8 4495 6005 3605 8135 10350 6210 5035 8280 4970 (9 5) (20.0) (267) (16.0) (36.2) (43 4) (27.6) (22 4) (36.8) (22.1) 1/2 8230 10675 6405 14900 18405 11040 9225 14720 8835 (12.7) (36 6) (47 5) (285) (66 3) (79 0) (491) (41 0) 1 (65.5) (39.3) 5/8 13110 16680 10010 23730 28760 17260 14690 23010 13805 (15.9) (58.3) (74.2) (44 2) (105.6) (125 7) (76.8) (65.3) (102.4) (61.4) 3/4 19400 24020 14415 35120 41420 24850 15050 28165 16800 (191) (86 3) (106 9) (64.1) (156.2) (1857) (1105) (66.9) (125.3) (75.2) 7/8 26780 32695 19620 48480 56370 33825 20775 38335 23000 (22 2) (119.1) (145 4) (87 3) (2157) (256.9) (1505) (92 4) (170.5) (102.3) 1 35130 42705 25625 63600 73630 44180 27255 50070 30040 (25 4) (156.3) (190 0) (114 0) (282 9) (337.0) (196 5) (121.2) (2227) (133.6) 1 -1/4 56210 66730 40035 101755 115050 69030 43610 78235 46940 (31 8) (250.0) (296 8) (1781) (452.6) (511 8) (3071) (194.0) (348.0) (208.8) ...w. --VU I as UcnucU II Q1. IVIdIjUdl UI aLUU1 WIISUUGUUn tLf4'U) Yield = Fr x Tensile Stress Area Tensile = 0 75 x F. x Nominal Area Shear = 0 45 x F. x Nominal Area 4.2.4 Adhesive Anchoring Systems 7MVisit Hilti Online US www.us.hllb com CMana www.ca hilti.com Hilti, Inc. (US) 1- 800 - 879 -8000 1 Product Technical Guide 2004 1 HBO (Canada) Corporation 1- 800 - 363 -4458 ® 99 4.2.4 Adhesive Anchoring Systems HIT HY 150/HIT-ICE Adhesive Anchor HIT HY 150/HIT-ICE Allowable Bond /Concrete Capacity and Steel Strength for HIS Carbon Steel and HIS -R Stainless Steel Internally Threaded Inserts _ HIT HY 150 /HIT -ICE Ultimate Bond/Concrete Capacity and Steel Strength for HIS Carbon Steel and HIS -R Stainless Steel Internally Threaded Inserts HIT HY 150MIT ICE Allowable Allowable Bolt Strength'.2 Anchor Diameter in. (mm) Embedment Depth in. (mm) Bond/Concrete Capacity Shear fc' 22000 psi (13.8 MPa) lb (W) Anchor Embedment Tensile fc' ?1000 psi Shear fc' 22000 psi ASTM A 325 Carbon Steel ASTM F 593 Stainless Steel Diameter Depth (13.8 MPa) (13.8 MPa) Tensile Shear Tensile Shear in. (mm) in. (mm) lb (kM lb (kN) lb (W) lb M lb (kM lb (kM 3/8 4 -1/4 2750 1605 4370 2250 3645 1875 (9.5) (108) (12 2) (7.1) (19.4) (10.0) (16 2) (8.3) 1/2 5 4195 3040 7775 4005 6480 3335 (12.7) (127) (18.7) (13.5) (34 6) (17 8) (28.8) (14 8) 5/8 6 -5/8 6700 4575 12150 6260 10125 5215 (15.9) (168) (29 8) (20.4) (54.0) (27 8) (45.0) (23 2) 3/4 8 -1/4 7855 6305 17495 9010 12395 6385 (191) (210) (34 9) (28 0) (77 8) (401) (551) (28 4) HIT HY 150 /HIT -ICE Ultimate Bond/Concrete Capacity and Steel Strength for HIS Carbon Steel and HIS -R Stainless Steel Internally Threaded Inserts i steel values in accordance with AISC ASTM A 325 bolts FY = 92 ksi , Fu =120 ksi ASTM F 593 (AISI 304/316) FY = 65 ksi, Fu =100 ksi for 3/8" thru 5/8" FY = 45 ksi, F. = 85 ksi for 3/4" Allowable Load Values Ultimate Load Values Tension = 0.33 x Fu x A,. Tension = 0.75 x F. x A,,,,, Shear = 017 x F. x A,q,,, Shear = 0 45 x Fu x A,q,,, 2 Use lower value of either bond/concrete capacity or steel strength. Visit Hilti Online www us.hiltl.com US www.ca.hilti.com Canada 100 ® Hilti, Inc. (US) 1- 800 -879 -8000 1 Product Technical Guide 2004 1 Hilti (Canada) Corporation 1- 800 - 363 -4458 HIT HY 150 1HIT-ICE Ultimate Bond/Concrete CapaCitV2 Ultimate Bolt Strengthl,2 Anchor Diameter in. (mm) Embedment Depth in. (mm) Tensile fc' >_2000 psi (13 8 MPa) lb (W) Shear fc' 22000 psi (13.8 MPa) lb (W) ASTM A 325 Carbon Steel ASTM F 593 Stainless Steel Tensile lb M Shear lb (kN) Tensile lb M Shear Ib (kM 3/8 (9 5) 4 -1/4 (108 ) 11000 (48.9 6425 28.6 9935 44.2 5960 26. 8280 36.8 4970 22.1 1/2 12. 5 12 16790 4 12170 541 17665 8.6 10600 (47 2) 14720 65.5 8835 (39 3) 5/8 15 9 6 -5/8 (168) 26795 (119.2) 18310 (81. 27610 122.8 16565 3 23010 102.4 13805 (61 4) 3/4 (19 1) 8 -1/4 (210) 1 31430 (139 8) 25215 (112 2) 39760 (176.9) 23855 (1061) 28165 (125.3) 16900 (751) i steel values in accordance with AISC ASTM A 325 bolts FY = 92 ksi , Fu =120 ksi ASTM F 593 (AISI 304/316) FY = 65 ksi, Fu =100 ksi for 3/8" thru 5/8" FY = 45 ksi, F. = 85 ksi for 3/4" Allowable Load Values Ultimate Load Values Tension = 0.33 x Fu x A,. Tension = 0.75 x F. x A,,,,, Shear = 017 x F. x A,q,,, Shear = 0 45 x Fu x A,q,,, 2 Use lower value of either bond/concrete capacity or steel strength. Visit Hilti Online www us.hiltl.com US www.ca.hilti.com Canada 100 ® Hilti, Inc. (US) 1- 800 -879 -8000 1 Product Technical Guide 2004 1 Hilti (Canada) Corporation 1- 800 - 363 -4458 HIT HY 150 /HIT ICE Adhesive Anchor HIT HY 150/HIT-ICE Allowable and Ultimate Bond /Concrete Capacity for HAS Rods Installed in Lightweight Concrete >_ 3000 psi (207 MPa) _ 4.2.4 Adhesive Anchoring Systems Anchor Embedment Allowable Bond/Concrete Capacity' Ultimate Bond/Concrete Capacity - Diameter Depth lb lb in. (mm) in. (mm) Tensile Shear Tensile Shear 1800 (8 1) 1 -3/4 745 1285 2980 5150 3/8 (44) (3.3) (5 7) (13.3) (22.9) (9.5) 3-1/2 1220 1580 4920 6320 (89) (5 4) (7.0) (21.9) (28.1) 2 -1/8 975 2130 3900 8520 1/2 (54) (4.3) (9 5) (17.3) (37 9) (12 7) 4 -1/4 1210 2910 4840 11640 (108) (5 4) (12.9) (21.5) (51 8) 5/8 2 -1/2 1200 2480 4800 9920 (15 9) (63) (5 3) (11.0) (21 4) (441) 3/4 3 -3/8 1760 4000 7040 15985 (19 1) (86) (7.8) (17 8) (31.3) (71 1) a�w .v. ayduny d1lum euye wsrance are appuea to allowaDle 2 All values based on holes drilled with matched tolerance carbide Upped bit (see sec - concrete/bond values above, and then compared to the allowable steel value (See tion 8.4.1) and cleaned with a wire brush page 99) The lesser of these values is to be used for design HIT HY 150 /HIT ICE Allowable Bond /Concrete Capacity for Sill Plate Applications Allowable Loads -for Attachment of Sill Plates to VC = 2000 PSI Normal Weight Concrete with HIT HY 150 /HIT -ICEI Anchor Diameter in. (mm) Embedment Depth in. (mm) Edge Distance in. (mm) Tension lb (kN) Shear lb Load II to Edge Load 1 to Edge 1/2 (127) 4-1/4 (108 0) 1-3/4 (44.5) 1280 (5.3) 1445 (6 4) 400 (1 8) 2 -3/4 (69.9) 1800 (8 1) 2100 (9.5) 845 (3.8) 5/8 (15.9) 5 (127 0) 1 -3/4 (44 5) 1700 (7 6) 1 1445 (6 4) 400 (1 8) 2 -3/4 (69.9) 1 2725 (12.1) 1 2455 (10.9) 960 (4 3) Allowable Loads for Attachment of Sill Plates to top of grout filled block wall with HIT HY 11-Fin/HIT-11(11:11 Anchor Diameter in. (mm) Embedment Depth in. (mm) Edge Distance in. (mm) Tension lb (M) Shear lb ) Load If to Edge Load 1 to Edge 1/2 (127) 4 -1/4 (108 0) 1-3/4 (44 5) 1395 (6.2) 1425 (6.3) 560 (2 5) 2 -3/4 (69 9) 1795 (8 0) 2085 (9 3) 1110 (4.9) 5/8 (15 9) 5 (127 0) 1-3/4 (44 5) 1840 (8 2) 1800 (8 0) 680 (3 0) 2 -3/4 (69 9) 1965 (8 7) 3070 (13.7) 1 1110 (4.9) Loaas are Dasea on concrete or masonry tailure Steel strength must be checked separately Values based on safety factor of 4 0 Visit ..Online US www.usus.hiltl.com Canada www.ca.hilti.com Hilti, Inc. (US) 1- 800 - 879 -8000 1 Product Technical Guide 2004 1 Hilti (Canada) Corporation 1- 800 - 363 -4458 ® 101 4.2.4 HIT HY 150/HIT-ICE Adhesive Anchor Adhesive Anchoring Systems INTO HIT HY 150 /HIT -ICE Allowable Loads for Threaded Rods in Grout - Filled Concrete Masonry Units (ASTM If 90 Block)', 2, 3, 4 2 Anchor Diameter in. -(mm) Embedment Depth in. (mm) Distance from Edge Tensions Shear lb (kN)5 Shear lb (kN)5 HITS Super in. (mm) lb (M) HAS-E HAS Super HAS SS 3/8 (9.5) 3 -1/2 ( 88.9) 4 (101.6) 1550 (6.9) 1360 ( 6.0) 2345 (10.4) 1875 ( 8.3) >12 (304 8) 1/2 (12.7) 4 -1/4 (108) > 12 (304.8) (101.6) 1785 (7.9) 2020 ( 9.0) 2020 9.0 2020 ( 9.0) '12 (304.8) 2420 (10.8) 4170 (18.5) 3335 (14.8) 518 (15.9) 5 (127) 4 (101.6) (101.6) 2265 (10.1) 2220 ( 9.0 2020 ( 9.0) 2020 9.0) >12 _ (304.8) 3780 (16.8) 5625 (25.0) 5215 (23.2) 3/4 (19.1) 6 -518 (168 3) 3740 (16.6) 202`0 ( 9.0 2020 9.0) 2020 9.0) >14 (304.8) (24.2) 5625 (25.0) 1 5625 (25.0) HIT HY 150 /HIT -ICE Ultimate Loads for Threaded Rods in Grout - Filled Concrete Masonry Units (ASTM C 90 Block)', 2, 3, 4 Anchor Diameter in. (mm) Embedment Depth in. (mm) Distance from Edge in. (mm) Tension lb (M)5 Shear lb (kN)5 HITS -E HITS Super HAS SS (304SS) HAS -E HAS Super HAS SS 3/8 (9.5) 3 -1/2 (88 9) 6005 (26 7) 6200 (27.6) 6200 (27.6) 3605 (16.0) 6210 (27 6) 4970 (221) >12 (304.8) 1/2 (12.7) 4 -1/4 (108) (101.6) 7140 (31.8) 7140 (318) 7140 (31.8) 6405 (28.5) 8075 (35.9) 8075 (35.9) > 12 (304.8) 11040 (49.1) 8835 09.3) 5/8 (15.9) 5 (127) (101.6) 9060 (40 3) 9060 (40.3) 9060 (40.3) 8075 (35.9) 8075 (35.9) 8075 (35.9) > 12 _ (304 8) 10010 (44.2) 17260 (76.8) 13805 (61.4) 3/4 (19.1) 6 -5/8 (168.3) 4 (101.6) 14970 (66.6) 4970(66.6) 14970 (66.6) 8075 (44.2) 8075 (35.9) 8075 (35.9) 2!12 (304.8) 14415 (641) 22500 (100.1) 16800 (75.2) Values are for lightweight, medium weight or normal weight concrete masonry units conforming to ASTM C 90 with 2000 psi grout conforming to ASTM C 476 Embedment depth is measured from the outside face of the concrete masonry unit Values are for anchors located in the grouted cell, head joint, bed joint, "T joint, cross web or any combination of the above Visit Hilti Online www.us hilti.com US www.ca hilti.com Canada 102 4 Values for edge distances between 4 inches and 12 inches can be calculated by linear interpolation 5 Loads are based on the lesser of bond strength, steel strength or base material strength ® Hilti, Inc. (US)1- 800 - 879 -8000 1 Product Technical Guide 2004 1 HIM (Canada) Corporation 1- 800 - 363 -4458 HIT HY 150/HIT-ICE Adhesive Anchor Anchor Spacing and Edge Distance Guidelines for Grout - Filled Block Influence of Anchor Spacing and Edge Distance Anchor in. 3/8 1/2 5/8 3/4 Size (mm) (9.5) (127) (15 8) (19.1) hoom in. 31/2 41/4 5 65/8 (mm) (90) (110) (125) (170) h,,,,,, = standard embedment depth Edge Distance for Shear and Tension: Grout Filled, Normal Weight and Lightweight Block ca = 12 in (305 mm) minimum from free edge cmm = 4 in. (102 mm) minimum from free edge Anchor Spacing for Shear and Tension: Grout Filled, Normal Weight and Lightweight Block sa = s,, = One (1) anchor per cell, or 8 in. (203mm) minimum MEN M 4.2.4 Adhesive Anchoring Systems 7 Visit Hilti Online US www.us.hilti.com Canada www ca.hilti com Hilti, Inc. (US) 1- 800 - 879 -8000 1 Product Technical Guide 2004 1 HIM (Canada) Corporation 1- 800 - 363 -4458 ® 103 4.2.4 HIT HY 150/HIT-ICE Adhesive Anchor Adhesive Anchoring Systems' HIT HY 150/HIT-ICE Ultimate Bond Strength and Steel Strength for Rebar in Concrete - Concrete Compressive Strength Nominal Embed. f,= 2000 psi (13.8 MPa) f.= 4000 psi (27.6 MPa) Grade 60 Rebar Rebar Size Depth in. (mm) Ultimate Bond Embed. to Embed. to Ultimate Embed. to Embed. to Yield Tensile Strength Develop Yield Strength' Develop Tensile Bond Strengths Develop Yield Strength' Develop Tensile Strength' Strength ngth Strength lb (Strength (mm) W in. (mm) in. (mm) Ib (ngt lb 1 -1/2 2500 3800 38 11.1) 16.9) 3 -1/2 6300 #3 3 -3/4 5 -1/2 8200 2 -3/4 4-1/4 6600 9900 (89) (28.0) (95 3) (139.7) 36.5) (69.9) (108.0) (29.4) (44.0) 7 12600 16500 (178) (56.0) (73.4) 2 4200 6000 (51) (18.7) 26.7) 4 9000 #4 5 -1/2 8 11800 4 -1/4 6-1/4 12000 18000 102 (40 0) (139.7) (203.2) 52.5 (108.0) (158.8) (53.4) (80.1) 8 18000 23600 (203) (80.1) (105.0) 2 -1/2 5600 6900 64 24.9 30.7 5 13500 7 10 -1/4 17700 5-1/4 8 18600 27900 12 (60.1) (177.8) (260.4) 78. (133.4) (203.2) (82.7) (124.1) 10 27000 35300 (254) (120.1) (157.0) 3-1/2 10200 12800 90 45.4) 56.9 7 22100 8 -1/2 12 -3/4 28900 6-1/2 9-314 26400 39600 178 98.3) (215.9) (323.9) 128.6 (165.1) (247.7) (117.4) (176.2) 14 44200 57700 (356) (196.6) (256.7) 3 -3/4 10700 15800 95) (47.6) 0.3) 7 -1/2 27100 #7 10 15 35300 7 -3/4 11 -1/2 36000 54000 190 (120.6) (254.0) (381) (157.0) (196.9) (292.1) (160.1) (240.2) 15 54200 70700 (380) (241.1) (314.5) 4 14100 18100 102 (62 7) 80.5 8 32500 11 -3/4 17 -1/2 42400 9 13 -1/2 47450 71100 (204) 144.6) (298.5) (444.5) (188 6) (228.6) (342.9) (211.1) (316.3) 16 65000 84800 (408) (289.1) (377.2) 5 16700 21800 (127) (74.3) 97.0 10 47400 12 -3/4 19 61800 10 15 -3/4 60000 90000 254 (210 9) (323 9) (482.6) 274.9 (254.0) (400.1) (266.9) (400.4) 18 85300 111300 (457) (379 4) (495.1) 6 23300 32400 152 103.6 144,1) 12 59600 #10 15 -1/2 23 77700 12 17 -3/4 76200 114300 304 265.1) (393.7) (584.2) 345.6 (304.8) (450.9) (339.0) (508.5) 20 99300 129600 (508) (441.7) (576.5) 7 32000 41300 178 142.3 183. 14 75800 #11 17 -1/4 26 99000 13-1/2 20 93600 140400 356 337 2) (438.2) (660.4) 440.4 (342.9) (508.0) (416 4) (624.6) 20 108400 141400 (508) (482 2) (629.0) 1 Based on comparison of average ultimate adhesive bond test values versus minimum yield and ultimate tensile strength of rebar, for more information, contact Hitti 104 ® Hilti, Inc. (US) 1- 800 -879 -8000 1 Product Technical Guide 2004 1 HIM (Canada) Corporation 1- 800 - 363 -4458 I `-D -ECARO ;STRUCTURAL, INC PROJECT: PROJECT ENG: DATE: SHEET: 1 705 N 16TH STREET, TAMPA, FLORIDA 33605 PHONE: B 1 3-61 7-4707 FAX: B13-262-233B VU ke°r 2 VLI Maximum Sheet Length 42' -0 Extra Charge for Lengths Under 6' -0 ICBO Approved (No. 3415) d .0 .0 0 I a •0 O' 9 ,beo L� 12„ Total It Slab Depth cao Qo D 0 0 2.. 24" or 36' (N =9) NORMAL WEIGHT CONCRETE (145 PCFI STEEL SECTION PROPERTIES Fv= 40 KSI Deck Design Weight Ip In Sp Sri Type Thick PSF m4/It In4/h m3/ft m3/ft 2VL122 00295 1 62 0 332 0 329 0 274 0 277 2VL121 00329 181 0378 0375 0317 0 321 2VL120 00358 1 97 0 418 0 415 0 355 0 360 2VLI19 00418 230 0 493 0 492 0 435 0 443 2VLI18 00474 261 0.557 0 557 0 512 0 518 2VL117 00538 296 0 633 0 633 0 589 0 589 2VL116 00598 329 1 0 704 1 0 704 1 0 653 1 0 653 Total SDI Max Unshored Superimposed Lure Load, PSF Slab Deck Clear Span C ear Span (it -In Depth Type 1 Span 2 Span 1 3 Span 5' -6 1 6'-0 6'-6 7'-0 7'•6 8'-0 8'-6 1 9'-0 9'-6 10'-0 10'-0 1 1 V-0 1 11' -6 1 12' -0 12' -6 2VL122 6'-6 8' -9 8' -10 274 239 211 164 145 129 115 104 94 85 78 71 65 59 54 4' 2VL121 7' -2 9' -5 9' -8 294 255 224 200 155 138 123 111 100 91 83 76 69 64 58 2VL120 7' -8 9' -11 10'•3 310 269 236 210 188 146 130 117 106 96 87 80 73 67 62 (t =2') 2VL119 8' -8 111•0 11'4 344 298 261 231 207 186 169 130 117 106 97 1 88 81 74 68 2VL118 1 9' -6 11' -10 12' -3 373 324 1 285 253 228 206 188 172 159 122 112 103 95 87 81 39 PSF 2VL117 10'-4 12' -7 13' -0 400 351 308 273 245 221 201 184 170 157 120 111 102 94 87 2VL116 10' -11 13' -2 1 13'-5 400 376 330 1 292 1 2 1 235 214 195 180 166 154 118 109 100 93 2VL122 6' -2 8'-4 1 8' -5 319 278 217 190 168 150 134 121 109 99 90 83 76 69 63 4 1/2" 2VL121 V -9 8' -11 9' -3 341 297 261 204 180 160 144 129 117 106 97 88 81 74 68 2VL120 T -3 91•5 9'-9 361 313 275 244 190 169 152 136 123 112 102 93 85 78 72 (l=2 1/21 2VL119 B' -2 10' -5 10' -10 400 346 303 268 240 216 168 151 136 124 113 103 94 86 79 2VL118 9'-0 11' -3 11' -8 400 376 331 295 264 239 218 200 156 142 130 119 110 102 94 45 PSF 2VL117 9' -9 12'-0 12' -5 400 400 356 318 284 257 234 214 197 153 140 129 118 109 101 2VL116 11 12' -7 13'-0 400 400 383 339 303 274 248 227 209 193 150 137 126 117 1 108 2VL122 5' -11 7' -9 8'-0 364 285 247 1 217 192 171 153 138 125 113 103 94 86 79 72 5" 2VL1 1 6' -5 8' -6 8' -10 389 338 266 233 206 183 164 147 133 121 110 101 92 84 78 2VL120 6' -11 91-0 9' -4 400 356 313 246 217 193 173 156 141 128 116 106 97 89 82 (1=31 2VL119 7' -9 101-0 10'-4 400 394 345 306 273 214 192 172 156 141 128 117 107 99 91 2VL118 8'-7 10' -9 11' -2 400 400 377 336 301 273 249 195 178 162 148 136 126 116 107 51 PSF 2VL137 9' -3 11' -6 11' -10 400 400 400 362 324 293 266 244 192 175 160 147 135 125 116 2VL116 1 9' -10 12' -1 12' -5 400 400 400 386 346 312 283 259 238 187 171 157 144 133 123 2VL122 5' -B 7' -2 7'-4 400 320 278 244 216 192 172 155 140 127 116 106 97 89 81 5 1/2' 2VL121 6' -2 8' -2 8' -5 400 379 298 261 231 205 184 166 150 136 124 113 104 95 87 2VL120 6' -7 8' -8 8' -11 400 400 351 276 244 217 194 175 158 143 131 119 109 100 92 (t=3 12') 2VL119 7' -5 9' -7 9' -11 400 400 388 343 271 241 215 193 175 159 144 132 121 111 102 2VL118 8' -2 10'-4 10' -8 400 400 400 377 338 306 243 219 199 182 167 153 141 130 121 57 PSF 2VL117 8' -10 11'-0 11' -5 400 400 400 400 364 329 299 237 215 196 180 165 152 140 130 2VL116 914 11' -7 12'-0 400 1 400 400 400 1 388 350 318 290 230 210 192 176 162 150 138 2VL122 5' -5 6' -8 6' -10 400 355 308 270 239 213 191 172 156 141 129 118 108 99 90 6' 2VL121 5' -11 7' -11 8' -1 400 381 331 290 256 228 204 184 166 151 137 126 115 105 97 2VL120 6'-4 8' -4 8'-7 400 400 350 306 271 241 215 194 175 159 145 132 121 111 102 (t=4') 2VL119 7' -2 9' -3 9' -7 400 400 400 381 301 267 239 215 194 176 160 146 134 123 113 2VL118 7' -10 101-0 10' -4 400 400 400 400 375 299 269 243 221 202 185 170 157 145 134 63 PSF 2VL117 8' -6 10'•7 11' -0 400 400 400 400 400 364 331 263 239 218 199 183 169 156 144 2VL116 9' -0 11' -2 11'•6 400 400 400 400 400 388 352 322 255 233 213 195 180 166 154 2VL122 5' -1 6' -2 6' -4 400 390 339 297 263 234 210 189 171 155 141 129 118 108 99 61/2. 2VL121 5' -9 T -6 7' -6 400 400 363 318 281 250 224 202 183 166 151 138 126 116 106 2VL120 6' -1 8' -1 8'4 400 400 385 337 297 264 237 213 193 175 159 145 133 122 112 (t =412') 2VL119 6' -10 1 81•11 9' -3 400 400 400 375 330 293 262 236 213 193 176 161 147 135 124 2VL118 T -7 9' -8 9'•11 400 400 400 400 400 329 296 268 243 222 203 187 172 159 147 69 PSF 2VL117 8' -2 10' -3 10' -7 400 400 400 400 400 400 320 289 262 239 219 201 185 171 158 2VL116 8' -8 10' -9 11' -2 400 400 400 400 400 400 387 309 280 256 234 215 198 163 169 Notes 1 Minimum extenor bearing length required is 2 0 inches.Minimum interior beanng length required is 4 0 inches If these minimum lengths are not provided, web crippling must be checked 2 Always contact Vulcraft when using loads in excess of 200 psf Such loads often result from concentrated, dynamic, or longterm load cases for which reductions due to bond breakage, concrete creep, etc should be evaluated 3 All fire rated assemblies are subject to an upper live load limit of 250 psf 4 Inquire about material availability of 17, 19 8, 21 gage -- �tiLCltAFT SLAB- INFORMATION Total Slab Depth Theo. Concrete Volume Recommended Welded Wire Fabric Yds./ 100 S . Ft. Cu. Ft./ S . Ft. 4" 0.94 0.253 6x6- W1.4xW1.4 412" 1.09 0.294 6x6- W1.4xW1.4 5" 1.24 0.336 6x6- W1.4xW1.4 51/4" 1.32 0.357 6x6- W1.4xW1.4 5 12" 1.40 0.378 6x6 -W2.1 xW2.1 6" 1.55 0.419 6x6 -W2.1 xW2.1 6 1/4" 1.63 0.440 6x6 -W2.1 xW2.1 6 12" 1.71 0 461 6x6 -W2 1 xW2.1 (N =14) LIGHTWEIGHT CONCRETE (110 PCFI Total SDI Max Unshored Superimposed Live Load PSF Slab Deck Cipar Snag SDa -i 2VL122 7' -2 9' -6 9' -8 238 209 186 149 133 120 108 98 90 82 75 69 64 59 55 4' 11 '• 1 74 68 63 5 2VL120 8' -5 10' -9 11' -1 268 235 209 187 169 135 122 110 101 92 84 78 72 66 61 (t =2 °) 2VL119 9' -6 11' -11 12'-4 297 260 230 206 185 168 153 141 111 101 93 86 79 73 68 2VL118 10' -6 12' -10 13' -3 324 285 253 227 205 187 171 158 146 136 107 99 92 86 80 30 PSF 2VL117 11' -5 13' -8 14'-0 352 308 273 245 221 201 184 169 156 145 135 107 99 92 86 2VL122 6' -9 9' -1 9' -3 276 243 195 173 155 139 126 1 114 104 96 88 81 75 69 64 4 12' 2VL121 7' -5 9' -9 10' -1 295 259 231 185 165 149 134 122 111 102 93 86 79 73 68 2VL120 81-0 10' -4 107-8 312 273 243 217 196 157 141 128 117 107 98 90 84 77 72 (11=2 121 2VL119 91-0 11' -5 11' -9 346 302 268 239 215 195 178 142 129 118 108 100 92 85 79 2VLA 8 10'-0 12' -3 12' -8 376 331 294 264 238 217 199 193 170 136 125 116 107 100 93 35 PSF 2VL117 10' -10 13' -1 13' -6 400 358 318 284 256 233 213 196 181 168 134 124 115 107 100 2VL116 11'.5 13'•8 13' -10 400 384 340 303 273 248 227 208 192 178 1 166 132 123 114 106 2VLI22 6' -6 8'•8 8' -10 315 277 222 197 176 159 144 130 119 109 100 92 85 79 73 5° 2VILPI 71-1 94 11. T47 9QF; 263 211 169 15,14 laa 127 11A ln7 QR 91 84 78 2VL120 7'•7 9' -11 10 -3 355 312 276 248 _= 199 179 161 146 133 122 112 103 95 88 82 (tom °) 2VL119 8' -7 10' -11 11'-4 394 345 305 272 245 223 178 162 147 135 124 114 105 97 90 2VL118 '- -1 0 12'-2 400 377 q 114 40 PSF — 2VL117 PVLIIR 10' -3 in-li 12' -7 1 1414) 13' -0 1T-5 400 400 400 4nn 362 387 324 346 292 266 243 958 223 237 207 219 166 203 153 163 142 151 131 140 122 Im 114 121 2VL122 6' -4 8' -6 8' -8 334 268 236 209 187 168 152 138 126 116 106 98 90 84 78 5 1/4° 2VL121 7'-0 9' -2 9' -6 357 314 279 224 200 1 180 1 163 148 135 123 113 104 96 89 83 2VL120 7' -6 9' -8 10' -0 377 331 293 263 211 190 171 155 142 130 119 110 101 94 87 (11=31/4') 2VU19 8'-5 101•9 11' -1 400 366 324 . _ , 289 .11 q 260 2AR 210 263 189 941 1 172 1Q; 156 179 143 1 U 131 lr1I 121 140 111 130 103 121 95 113 42 PSF — 2VL117 2VL116 10' -1 10-41 12' -4 j2'-j 1 12' -9 IX-3 400 40n 400 400 384 400 344 310 282 300 258 97A 237 9;51 219 93 P 177 215 163 173 151 160 1 140 14R 130 13A 121 1PR 2VL122 6-3 8' -5 8' -6 353 284 250 222 198 178 161 — 147 134 122 113 104 96 89 82 5 12' 2VL121 6' -10 9' -0 9'-4 378 332 268 237 212 190 172 156 142 130 120 110 10 94 87 2VL120 7'-0 9' -6 9' -10 399 350 310 250 223 201 181 165 150 137 126 116 107 99 92 (tom 121 2VL119 8' -3 10' -6 10' -11 400 387 342 306 275 222 200 182 165 151 139 128 118 109 101 2VL118 9' -1 11' -4 11 -9 400 400 376 337 1 305 278 254 206 189 174 160 148 138 128 119 44 PSF — 2VL117 2VL116 9' -10 101-5 12' -1 12'. 12' -6 1 q 400 400 400 4nn 363 q88 328 35n 298 117 1 273 290 1 251 266 204 94F; 187 199 172 184 159 170 148 157 137 146 128 VAR 2VL122 5' -11 7' -10 8'-0 380 331 291 258 231 208 1 188 171 156 143 131 121 112 103 96 6 1/4' 2VL121 6' -5 8'•7 8' -10 400 355 312 276 247 222 200 182 166 152 140 129 119 110 102 2VL120 6' -11 9' -1 9'-4 400 400 329 292 260 234 211 192 175 160 147 135 125 115 107 (t =4 1/4' 2VL119 7' -10 101-0 10' -4 400 400 398 356 288 259 233 212 193 176 162 149 137 127 118 2VL118 8' -7 10' -10 11 -2 400 400 400 392 355 323 264 240 22 2 187 173 160 149 139 51 PSF 2VU17 9' -3 11'•6 11' -11 400 400 400 400 381 347 317 259 237 218 201 186 172 160 149 2VLI16 9' -10 12' -1 12' -6 400 400 400 400 400 369 337 310 253 232 214 198 183 170 158 Notes 1 Minimum exterior bearing length required is 2 0 inches Minimum interior bearing length required is 4 0 inches If these minimum lengths are not provided, web crippling must be checked 2 Always contact Vulcraft when using loads in excess of 200 psf Such loads often result from concentrated, dynamic, or long term load cases for which reductions due to bond breakage, concrete creep, etc should be evaluated 3 All fire rated assemblies are subject to an upper live load limit of 250 psf 4 Inquire about material availability of 17, 19 & 21 gage 47 4 12/02/2005 09:20 7277891470 A E I PAGE 03 ! i'r:l40acm.Ge olr,Wrvsrsm• 1 ��fenedfclr�i'tklnl► F-AWORP tJ;. J , — Gene_rel Project Data Input 11JJ f+ ffnn .'..if• 1 •�, - , (vl.n(tirclllli. ':¢(91�! ylil{�Ii III,:.'.11.'hl�• ;l,e, tai �11,''Vir Ql I9 , ... ,.... r... ..,...... _ ___ aerveAengineertELITE jobfiles1 105143- Wachavia West GablesIF 1 RSTFLRAH U 1. CHV WACHOVIA WEST GABLES MIAMI - AHU 1 ST FLR AEI 4!22/05 MIAMI, FLORIDA USA ELEMENTS Tamps FL. Architectural Engineering AEI 3442 E Lake Rd, Palm Harbor FL. 34685 784.1472 789 -1470 AEIFLCaol.com Project file name: Project title: Designed by: Project date: Project location: Client name: Client city: Company name' Company representative. Company address: Company city: Company phone: Company fax: Company e-mail address: Barometric pressure: Altitude: Latitude: Mean daily temperature range: Starting & ending time for HVAC load calculations, Number of unique zones in this project: Lighting requirements: Equipment requirements: People sensible load multiplier. People latent bad multiplier. Zone sensible safety fat:tor. Zone latent safety factdr. Zone heating safety factor. People diversity factor.' Lighting profile number. Equipment profile number. People profile number;' Building default ceCing eight: Building default wall hel ht: 29.913 in.Hg. 7 feet 26 Degrees 14 Degrees lam - 9pm 30 and cooling loans C 2.00 Watts per square foot 0.50 Watts per square foot 245 Stuh per person 165 Stuh per person 10 % 10 % 10 % 100 % 1 C 1 C• C 1 C 9.00 feet 12.00 feet , � !iii. ai' )P 1�• 4 I - ..I,1,, , 1•�}' � : �' I'S ( Il' �� 1 ,q r .: �,., � .d 11 III �:a,i( I , �� ,.,., -'s�► � .Sil ±.,.. hr hr M, hr hr - -hr hr hr hr hr _ he k _ �r hr1- hr r hr 2 9' 7 __ 9 9 10 11 '12 19 14' 15 15 —1Tr -151 19 _20 C C C. G G' C C G; G G G C C C C C 2 C G C C C C C C C C C C C C C C C C C 9 C C C C C C C C C C C C C C C C C C C 4 C C C C C C C C C C C C C C C C C G C C S C C C C C C C C C G C C C C 0 C C, G C' C' 6 C C C C C C C C C C i CI C C C C C C C C ' 7 C C C C C C C C C C C C C C C C C C C B C C C C C C C C C C C C C G G C C C C 9 C C C C C C C 0 C C C C C C C C' CI C C C i 10 C C C_ _ C C C C C C� C C C . C ;1 C C C C I C C C C C C C 0 C C C C C C C C C C C C C C C C C• C C C C C C, C , %\ServMAangineeAELITE jobfiles105143- WaChOVIO West GabI@stFIR$TFLRAHW.CHV Tuesday, November 29, 2005, 5:10 PM 1\.ServeAengin9QAELrrF_ jobtlles105143- Mehovia West Gablee%FIRSTFLRAHUI.CHV Tuesday, November 29, 2005, 5:10 PM 12!02%2005 09:20 7277891470 A E I PACE 04 - Ful "Oddaf, t?tlgl�lWlo —' - -- I'- �isdg , ; :: .9d p oprsAfit, Irlb�• �L lY4iytl Wi4 PER talEfaeseq c r11YlxCrlbVMlItWESt a+i!!l Pam Fiatld�f FL 240E Penes/ Proect Data Input cont'd) _ }{ }(1ls.; _ , u';`l,ipf',;• e It! I!l{ ' j' I r^ , Mwftll ,k]u, .1,4.1 1, i Design Outdoor Outdoor Indoor Grans Outdoo, r Month Dry Bulb wet Bulb Rel.Hum Dy Bulb Diff Correction - August - _ 91 77 50% 75 52,91 2 Winter 44 75 100 �,rp'r v , ! 11 ;., Ib a ! '•'x .c, h' Nc "�r.�i ; r ' 'A ti Nom, l�1�1{I (r ..,,,,,, ,_. r' F;�'' llll .'r+� ...� - '1'' , l� :l('f! R00� %1SHRAE+ �,wh' Root Sus Dark p• No. Roof# U -Fac _ Color _ Coil 1 6 0.158 Yes Yes 2 2 0.170 Yes No KINY !N)1]c !`��';',; ; "•fi 111 Y 1'' ^:' °I' W-1 I{ p9 I.;; ti( &Y.: f L dC'., M� I l= I I 1 i , � A _ `1' � � QQpppf+ it I l II iIII y II ,4n' � ...r... RB' rd Wall ASHRAE Wall Wall No. _ Group U -Fac Color — -- - _ 1 B 0.130 L } , �P-q.r1 111 1 f ,�.1 a r ! !'G�I'r1: 'i , {' ;AGI ,1 Q�Mf ,�,.;s~ ' �I rl.d,r,, • : ..' , { .J.',).�.iqq ll Si•ln, !!"V�i � .� . Y!141a Qi ,a' V I�� L.ta r c 6d;,fon i �IBI e 'i � l ,l;l,V:_M.I, f 1 •., r. ], !,i };11+,ir,l,,!bh �{','1t;, n iF � ,.�,:r.LL``�!`I,QpM' ! a _,j:,,je+4I Partition Partition Coe — Heat No. U- Factor T -D T -D _• 1 0,044 15 25 ° -. ',y' _ �. y � fY , I , }} •�: � .r ,... r ,r I � fnr^ a , €I}l { x { x'11 ' � ► ,�' I a . ; , I , {'9 �„" � I � � r �''Y° ," 1 �;L;,''rl..— H,. I.�' � I �,.. , +,, 'M( k C' 9�' , � � I f, I ''li II I I °`~a' ~'"' f • I � „ Ig{,r �, -} . � { II I Y �i vl141�;.: `�r,_Y31.9a`` t' a' 'L� , :� .1,:�'yQtl:rtiLf6 '{ ue. �t�!.�•, .aliilfli_._ ,' .. __ .._at9�'1 Glass - Summer Winter Glass Interior Interior U- Factor U- Factor _ Shd Coef. Shading _ Shd.Coef _No. 1 0.900 0.910 0.700 2 0.000 4 f . ,v t j �h! ]��y'jL�c,•,114r ��,It' + ' l Qp(� F �.tf, fi al I�� (+Il.fl ,!�1,',t, � r„ i.- i >I��at F:II l a,, rr ,,,• T . t I!^ r � ;'1'i� `, ,I,tlM {. {iR`•4•! Li i 1_'. ,t• +n l.�i" ;.!7ir�l! �la!!.n_,q "...q�, i !' 1 7­77, vM . , Diet Dist Dist w Dist Dist Dist _ Ht Dist Dist Ht Horia Beyond Beyond Overh Right R -Fin Of Left L -Fin Of Shade Overh Right Left Above Fin Beyond Right Fin Beyond Left No. Projects W. Edge W.Edge Wind Proj_ W.Edge Fin_ _Pro,! W.Edge Fin 2 2.00 1.00 1.00 0.60 0100 0.00 0.00 0.00 0.00 000 1\.ServeAengin9QAELrrF_ jobtlles105143- Mehovia West Gablee%FIRSTFLRAHUI.CHV Tuesday, November 29, 2005, 5:10 PM 12/0212005 09:20 7277891470 A E I PAGE 05 GtWllt I Mi �EST 4�i 19ulldln� Envelope Report - -- _ � I girq�q fv a�'!y 9 ,u <fu `k;kG4'1,�1 f p(1 f i y ' ;fQ: ! !t{ li �, 11t II IT 11; !g 1 '�:�,i . �.,:. -. _:�'�I��illl�';•ri:�fL''.,�_ .� + %„ i .1,,•�IL�j �„J!$�tl� 41 'Ik ,� � — u - _ —_ 1• `' t I a 1, Y Ih! !Yi�l ( II !1 � , f 71• i� � ± Ij + (il i 4i Y I i 1,��1 ' �,..,;� ' -J � fi 1y f�:i� fl �(��tpk{,1('(•a A41�� i'.1� y'��'A 1 ,I Yl��el t• �t � V I .II ghttl�� t 1�'7 V unEl ldlu! f - �: rti;.,\,`71�11✓�� , i) ��f. 7iw, �. i' LL3_ 1�uk� {'.WG�- :itiOL4vsr•,aG�!: -..' C, .y Y Wail 1 4,126.8 688.0 3,638.8 0.130 460 044 0.130 Tot. Well 4,126.8 588 0' 3,538.8 N/A 460.044 0.130 Glass 1 588.0 N/A 588.0 0.900 529.200 0 900 TOt.Glas5 588.0 N/A 588.0 N/A 529.200 0.900 Total$ 4,126.8 989.244 0.240 NE 0.0 00 0.0 01000 0.000 u.uuu E 988.0 60.0 906.0 0 130 0.900 0 700 SE 0.0 0.0 0.0 0.000 0 000 0.000 S 3,010.8 528.0 2,482.8 0.130 0,900 0.700 SW 0.0 0.0 0.0 0.000 0.000 0.000 W 78.0 00 78.0 0 130 0.000 0.000 NW 0.0 0,0 0.0 0.000 0,000 0.000 Totals 4,126.8 588.0 3,638.8 0.130 0,900 0.700 I\S9rverlengineaAELITE jobfie4105148- Wachovia West Gables%FIRSTFLRAHU1.CHV Tuesday, November 29,20M, 5:10 PM 12/02%2005 09:20 7277891470 A E I PAGE 06 Glrve,�Rrtn' itarC:Ltos3ldsi!plu on r� �_' - o 0", Inb. I plhebndc at ! htc. VVA614' '"v�ra r [�iri�916 I1 i t9 °FCR'; P5 [Building Summary Loads duildma mov ks in Auauat at aom. wall 3,539 16,686 19.26 0 5,252 5,25•[ L.40 Gla" 588 18,246 2240 0 31,008 31,008 14,46 Floor Slab 0 0 0.00 0 0 0 0.00 Skin Loads 33,934 41.68 0 36,261 36261 16.91 Lighting 11,861 0 0.00 0 44,520 44,520 20.75 Equipment 4,945 0 0100 0 18,560 18,560 8.66 People 71 0 0,00 12,108 19,135 31.240 14.57 Partition 0 0 0,00 0 0 0 0.00 Cool Prot. 0 0 000 0 0 0 0100 Heat Pret. 0 0 0.00 0 0 0 Ono Cool. Vent, 1,420 0 0.00 51,069 24,986 76,074 35.48 Heat Vent. 1,420 47,530 56.34 0 0 0 0.00 Cool.lnfll. 0 0 0.00 0 0 0 0.00 Heat Infil. 0 0 0.00 0 0 0 0.00 (Draw -Thru Fan 0 0 0,00 0 7,754 7,754 3.62 Blow -Thru Fan 0 0 000 0 0 0 0.00 Reserve Cap. 0 0 0.00 0 0 0 0.00 Reheat Cap. 0 0 0.00 0 0 0 0.00 Supply Dud 0 0 0.00 0 0 0 0.00 Return Duct 0 0 0.00 0 0 0 0.00 Misc. Supply 0 0 0.00 0 0 0 0.00 Misc. Retum 0 0 0.00 0 0 0 000 Building Totals 81,463 100.00 63,194 151,214 214,409 10000 Infiltration 0 0.00 0 0 0 0.00 Pretreated Air 0 0.00 0 0 0 0.00 Zone Loads 33,934 41.66 12,106 118,475 130,580 60.90 Pienum Loads 0 0.00 0 0 0 0.00 Fan & Duct Loads 0 0.00 0 7,754 7,754 3.62 Building Totals 81,483 100.00 63,194 151,214 214,409 100,00 ,, c,,,,,ol 1, -•r ,; " ?�`' RI' !�,' .� I..- s,8�19 ' f Ih[� I I `' � �1 !' � i•`n,' �:`' „� �1�.' J 1 `'''" .:'�tiRl I'R� 95 .lin�xi ',7 , �' , �I l l :!� � I l' C� iL d.'. �J__ '•�iiG,..,.... _- 1�GJ.'._ -1 I lit 4 iii% '�i� III �r�' Total Building Supply Air (based on a 20° TD). 5,739 CFM Total Building Vent Air (24.74% of Supply): 1,420 CFM Total Conditioned Air Space: 5,931 Sq.ft Supply Air Per Unit Area: 0.9677 CFMlSq.ft Area Per Cooling Capacity: 331,9266 Sq.fuTon Cooling Capacity Per Area: 0.0030 TonslSq.ft Total Heating Required With Outside Air. 81,463 Stuh Total Cooling Required With Outside Air 17.87 Tons 11Server%engineer%ELITE jobtiles105143- Wacho%ia West GabI9MFIRSTFLRAHU1.CNV Tuesday, November 2.9,20D5, 510 PM 12/0232005 09:20 7277891470 A E I PAGE 07 �n111 tn�rtim aliN ;ttrer3'� ralllku 8oi'wti Dpmae I00. ? iii�l' oiplriesdri it1 �YVA 1�t9ts GWryer� lt�8!n!.t9P�i:�'1�IIpiNitf - f F6ft' �psanl•f,l�tlmrY4��l�.i�_ �,i. _ •.._' , _ Air Handler #1- AH1U -1- Summary Loads 3 CB 103 1 Vault 101 373 2,091 5,193 341 20/P 201P 1 0 49 0 20 8pm August 2 97 252 0 40 40 12 Runout duct size, 4 in. die, Diffusers' 1, 3,355 0.26 0.67 0 87 82 4 Electric 105 Runout duct size: 6 in. dia, Diffusers: 2, CFM /runout: 126, Velocity: 640 6 Win, Pressure drop: 0.262 in.wgJ1001t i 0 23 46 0 0 2 CH 102 37 0 1.017 171 20/P 20fP 11 9pm August 1 0 49 0 20 20 334 0.00 1.33 0 0 12 Runout duct sire: 4 in. dia, Diffusers: 1, CFM /runout' 49, Velocity: 564.8 filmin, Pressure drop: 0.359 In.wg.1100ft 3 CB 103 37 0 1,017 171 2011? 20/1? 9pm August 1 0 49 0 20 20 334 0.00 1.33 0 0 12 Runout duct size, 4 in. die, Diffusers' 1, CFM /runout: 49, Velocity: 564 6 ftlmin, Pressure drop. 0.359 in.wg. /100ft 4 Electric 105 76 506 958 0 20/P 20/P 9pm August 0 23 46 0 0 0 884 0.31 0.61 0 21 11 Runout duct size: 4 in de, Diffusers: 1, CFM /runout: 46, Velocity, 531.6 ft/min, Pressure drop. 0.319 in.wg. /100ft 6 Head Teller 104 99 0 1,480 171 201F' 201P 9pm August 1 0 72 0 20 20 889 0.00 0.73 0 0 18 Runout duct size: 6 in. die, Diffusers: 1, CFM /runout: 72, Velocity: 365.1 tUrnin, Pressure drop: 0.086 in.wg. /100ft 6 Drive Up 106 573 5,128 12,479 512 20 /P 2pm August 3 237 605 0 60 5,153 0.41 1.06 0 215 Runout dud size: 6 in. die, Diffusers: 5, CFM /runout- 121, Velocity: 615.8 fUmin, Pressure drop. 0.242 in.wg.1100ft 201P 60 150 7 Data 108 44 0 1,070 171 20/P 201P 9pm August 1 0 52 0 20 20 398 000 1,17 0 0 13 Runout duct sae: 4 in. die, Diffusers 1, CFM /runout 52, Velocity 594.2 ftlmin, Pressure drop: 0.398 In wg. /l00ft ti Teller Line 107 407 0 8,223 1,194 201P 201P 9pm August 7 0 398 0 140 140 3,659 0100 0.98 0 0 99 Runout duct size: 6 in dia, Diffusers: 3, CFM /runout: 133, Velocity. 676.2 ft/min, Pressure drop: 0.291 In.wg. /100ft 9 Lounge 109 249 947 3,676 682 20 /P 9pm August 4 44 188 0 80 2,243 0.18 0.75 0 40 Runout duct size: 6 in. die, Diffusers: 2, CFM /runout: 94, Velocity: 478 1 f imin, Pressure drop: 0.147 in.wg. /100ft 201P 80 46 10 Unisex Restroom 111 58 372 992 171 201P 201P 9pm August 1 17 48 0 20 20 520 0.30 0.83 0 16 12 Runout duot size: 4 in. die, Diffusers: 1, CFM /runout 48, Velooi yr. 660,4 ft/Min, Pressure drop. 0,342 in,wg. 1100ft 11 Wonwe Room 112 58 372 992 171 20/113 20tP 9pm August 1 17 46 0 20 20 520 030 0.83 0 16 12 Runout duct size: 4 in. dia, Diffusers: 1, CFM /runout 48, Velocity: 560.4 ft/min, Pressure drop: 0.342 in,wg. /100ft l \Sorver%engineeAM1TE jobfiies105143- 1Nechovia West GableslFIRSTFLRAHUI.CHV Tuesday, November 29, 2005, 6:10 PM . 12/02%2005 09:20 7277891470 A E I PACE 08 [Whr Handler #1- AHU -1- „ thPACHOUIIS,vd"t`Ct1EfidIAt J 21 Office 123 125 532 2,473 512 20 /P 9pm August 3 25 120 0 60 1,125 0.20 0.96 0 22 Runout duct size- 6 in, die. Diffusers: 1, CFM /runout: 120, Velocity: 610.2 fUmin, Pressure drop: 0.238 in.wgJ100ft 201P 60 1 30 1 22 Office 124 125 532 2,473 512 201P 201P 9pm August 3 25 120 0 60 60 1,125 0.20 0.96 0 22 30 Runout duct size. 6 in. dia, Diffusers. 1. CFM / runout: 120, Velocity: 610.2 it/mIn, Pressure drop: 0.238 In.wg. /100ft k\8erveAenglneertELITE jobs®s105143- W9chovIs West GableslFIRSTFLRAHULCHV Tuesday, November 29, 2005, 510 PM 9pm August - 1 17 48 0 20 20 520 030 0.83 0 16 12 Runout dud size: 4 in. dia, Diffusers: 1, CFM/runout: 46, Velodty 660.4 ft/min, Pressure drop. 0.342 in.wgJ100Ft 13 618ir 115 142 1,372 2,047 0 20fP 20 /P 9pm August 0 64 99 0 0 0 1,282 0.45 0.70 0 57 25 Runout duct size: 8 in. dia, Diffusers: 1, CFM/runout: 99, Velocity: 505.1 fl/min, Pressure drop: 0.164 in.wg./100ft 14 Corridor 116 208 234 2,366 171 20/P 20 1P 8pm August 1 11 115 0 20 20 1.873 005 0.55 0 10 28 I Runout duct size. 6 in. dia, Diffusers: 1, CFM / runout: 115, Velocity: 583 8 ftlrnin, Pressure drop: 0.218 in.wg. /l00ft 15 Office 117 118 0 2,160 512 20/P 201p 9pm Aught 3 0 105 0 60 60 1,058 0.00 0.89 0 0 26 Runout duct size- 6 in. dia, Diffusers. 1, CFM / runout: 105, Velocity. 533.0 ft/min, Pressure drop: 0.182 in.wgl100ft 16 Office 118 118 0 2,160 512 201P 201P 9pm August 3 0 105 0 60 60 1,068 0100 0.89 0 0 26 _ Runout duct size. Bin. dia, Diffusers: 1. CFM /runout: 105, Velocity: 533,0 fUmin, Pressure drop: 0 182 in.wg./100ft 17 Office 119 118 0 2.160 512 201P 20/P 9pm August 3 0 105 0 60 60 11068 0.00 0.89 0 0 26 Runout duct size: 6 in. dia, Diffusers: 1, CFM/runout:105, Velocity: 533.0 ftlmin, Pressure drop: 0.182 in.wg. /100ft 18 File Room 120 129 1,436 4,661 171 20 /P 201P 10am August 1 67 226 0 20 20 1,161 0.62 1.76 0 60 66 Runout duct size: 6 in. dia, Diffusers: 2, CFM /runout: 113, Velocity: 574.9 ftlmin, Pressure drop: 0.211 in wgJ100ft 19 Corridor 121 474 1,394 7,653 171 201P 201P 10am August 1 65 371 0 20 20 4,264 0.14 0.78 0 68 92 Runout duct size. 6 in, dia, Diffusers. 3, CFM / runout. 124, Velocity. 629.4 ftlmin, Pressure drop. 0.253 in.wg.1100ft 20 Copy /Fax 122 136 2,043 3,767 171 201P 20/P 2pm August 1 95 182 0 20 20 1,225 0.70 1.34 0 85 45 Runout duct size. 8 in. dia, Diffusers. 1, CFM /runout. 182, Velocity- 522 8 ft /min, Pressure drop: 0 118 in wg. /l00ft 21 Office 123 125 532 2,473 512 20 /P 9pm August 3 25 120 0 60 1,125 0.20 0.96 0 22 Runout duct size- 6 in, die. Diffusers: 1, CFM /runout: 120, Velocity: 610.2 fUmin, Pressure drop: 0.238 in.wgJ100ft 201P 60 1 30 1 22 Office 124 125 532 2,473 512 201P 201P 9pm August 3 25 120 0 60 60 1,125 0.20 0.96 0 22 30 Runout duct size. 6 in. dia, Diffusers. 1. CFM / runout: 120, Velocity: 610.2 it/mIn, Pressure drop: 0.238 In.wg. /100ft k\8erveAenglneertELITE jobs®s105143- W9chovIs West GableslFIRSTFLRAHULCHV Tuesday, November 29, 2005, 510 PM 12/002005 09:20 7277891470 A E I PAGE 09 I CMV9e w Ff�11�C1WsvnerbltlFF9ii Lued4:R111tctioR�'fits1„ „ "01 E BY�f� IInC.; 'iEeewrecEi,��igtn� °•� „ :, dY' A�Fit� ►an►E57e:ali(tldiMl�'�1FIp>1PLR, 1 f Air �landler #�1 AHU�1 5urnmary Loads {cont'd) _ _ 9pm August 3 25 120 V Ou uu 1,125 0.20 0.96 0 22 30 Runout duct size: 6 in, dia, Diffusers: 1, CFMhunout: 120, Velocity: 610.2 ftimin, Pressure drop 0.238 in.wg. /l00ft 24 Lobby 128 1,668 13,879 42,822 4,263 20/P 201P 2pm August 25 843 2,074 0 500 500 15,013 0.39 1.24 0 591 513 Runout duct size: 6 in dia, Diffusers: 17, CFM/runout: 122, Velocity: 621 5 ff/min, Pressure drop: 0.246 in.wg.1100ft 25 Stair 128 60 840 1,019 0 20 /P 201P 9pm August 0 39 49 0 0 0 544 0.64 0.82 0 35 12 Runout duct size, 4 in. dial Diffusers: 1, CFM /runout: 49, Velocity. 565.8 ft/min, Pressure drop: 0.361 in.wg /10011 26 Elev.129 50 0 473 0 201P 20/P 9pm August 0 0 23 0 0 0 454 coo 0.45 0 0 6 Runout duct size' 4 In. dia, Diffusers' 1, CFM /runout 23, Velocity. 262 5 ft/min, Pressure drop' 0.080 in.wg.1100ft 27 Vestibule 100 135 479 1,831 171 20 /P 201P Spm August 1 22 89 0 20 20 1,215 0.16 0.66 0 20 22 Runout duct size: 6 In dla, Diffusers. 1, CFM /runout: 89, Velocity: 451.7 ft/min, Pressure drop. 0.131 in.wg./100ft 28 Jan 110 29 207 375 0 20 /13 20 1P 9pm August 0 10 18 0 0 0 263 0.33 0.62 0 9 4 Runout duct size: 4 In. dia, Diffusers: 1, CFM /runout: 18, Velocity: 208.1 ft/min, Pressure drop: 0.051 in,wy. /10011 29 Elec 114 55 346 1,051 0 20tP 20 1P 9pm August 0 16 51 0 0 0 497 0.29 092 0 14 13 Runout duct size: 4 In. dia, Diffusers: 1, CFMlrunout• 51, Velocity. 583.5 ft/min, Pressure drop: 0.364 in.wg./100ft 30 Elev Equip 127 47 319 1,395 0 201P 201P 9pm August 0 15 68 0 0 0 427 0.31 1.43 0 13 17 Runout duct size: 6 In. dia, Diffusers: 1, CFM /ninout• 68, Velocity- 344 2 it/min, Pressure drop: 0,077 in.wg. /100ft i Zone Peak Totals. 5,931 33,934 121,851 12.106 Total Zones: 30 71 1,571 5,893 0 1,420 1,420 Unique Zones: 30 53,378 0.26 0.99 0 1,420 1,456 Main trunk duct size: 34 in. h x 32in w, Velocity: 811 9 ft/min, Pressure drop: 0.029 in.wg. 110011 AServeAengineeAELITE jobfiles \05143- Wachovia West Gables1FIRSTFLRAHUI.CHV Tuesday, November 29, 2005, 5 :10 PM 12!02!2005 09:20 7277891470 A E I PAGE 10 I` �rr�l, -"F. 'gyp it�gl9'�I:1H .LiYlt1�! CaNdu tea' •, , ' •., ;f „' ' : �tMbr - '[,�W41YY�I�n�;'1r�i i I AM+�h 1' f jl} erutp�,lna ;WACHfSylrlvuEBt GA�L86,tWt M�= HU ,t 71'ER 1 Air Handler #9 - AHU -1- Total Load Summary it andler Description: AHU -1 Variable Air Volume Supply Air Fan: Draw-Thru with program estimated horsepower of 3.05 HP Fan input: 65% motor and fan efficiency with 2.2 in. water across the fen Sensible Heat Ratio: 0.91 — This system occurs 1 time(s) in the building. --- Air System Peak Time: 2pm in August. Outdoor Conditions. 91° DS, 77. VM, 118.27 grains Summer Ventilation controls outside air, ---- Winter: Ventilation controls outside air, Zane Space sensible loss* 33,934 Btuh Infiltration sensible loss: 0 Btuh 0 CFM Outside Air sensible loss. 47,530 Btuh 1,420 CFM Supply Duct sensible toss, 0 Btuh Retum Duct sensible loss: 0 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 81,463 Btuh Heating Supply Ain 33,934 / (1.000 X 1.08 X 20) = 1,571 CF161 Winter Vent Outside Air (90.496 of supply) = 1,420 CFM Zone space sensible gain: 118.475 Btuh Infiltration sensible gam: 0 Btuh Outside air sensible gain: 24,986 Btuh Draw -thru Mn sensible gain. 7,754 Btuh CFM Supply duct sensible gain. 0 Btuh Btuh Reserve sensible gain' 0 Btuh Total sensible gain on return side of coil: Total sensible gain on supply side of call- 126,229 Biuh Cooling Supply Air. 126,2291(1.000 X 1.1 X20)= 5,739 CFM Summer Vent Outside Air (24.7% of supply) = 1,420 CFM Return duct sensible gain: 0 Btuh Return plenum sensible gain. 0 Btuh Outside air sensible gain: 24,986 Btuh 1,420 CFM Blow -thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: 24,986 13tuh Total sensible gain on air handling system: 151,215 Btuh Zone space latent gain: 12,106 Btuh Infiltration latent gain: 0 Btuh Outside air latent gain: 51,089 Stuh Total latent pain on air handing system: 63,194 Stuh Total system sensible and latent gain: 214,409 Stuh • 4; !! Xs r r•i c t •,', rr.rt ! li •`I .,'G"• h'.. I� i� !{ .; i•. IIB�� t ew 'v. 7" ! I�, •1i { I 1 � � ',,t(� Yt! o) a n lit ,3:1 r i III �t��' 1I�Iln!�;'`i, ,.,, +•� P , o,,., , !'• 1; Ct ; 'W'.�'!.�— _1_,__'.:..Wl.i • �� .ervll {,,glrJl ,..: - ,q! �t r I! �� - -J G1��L- -i -_- „T,F Total Air Handler Supply Air (based on a 20- TD)' ,i.:;....'�llEl9t. 5.739 CFM Total Air Handler Vent. Air (24 74% of Supply): 1,420 CFM Total Conditioned Air Space: 5,931 Sq.ft Supply Air Per Unit Area: 0.9877 CFMISq, ft Area Per Cooling Capadty. 331.9266 Sq.f ron Cooling Capacity Per Area: 0.0030 Tons/3q.ft Total Heating Required Mh Outside Air: 81,463 Btuh Total Cooling Required With Outside Air: 1787 Tons ItServerlengineerlEUTE )obfl1es105143- WaChoVia West Gabl@971 iSTFLRAHU1 CHV Tuesday, November 29, 2005, 5:10 PM 12/02/2005 14:17 7277891470 A E I PAGE 01 -- `Pitlft�'titmgW'��l'ill �' '�tt:U �. • -- - -- - - -- -- -- ►4 r;.yUN'�IIi En 9'arin � ev+e upmlrr� In�Y -�.w�ItaI,ov�,'u,iw�;�is �lir -HU �sr,tR Zo »e Detailed Loads Times) Zone Peak f I , "� . I. �`-" � � ` I � i , � I'I 169+ ;�'_,`• ',� x >:�Yr�. a ;� _ I I ;1 ' � I � E Q•. lit *� � i ,,. � 19�F r I� � -' dl�fi!et__• a�,asx_ _ .Ifa,�,;,�..+<._ �' II II.1�. � F(s;'�� _ i i,�i�.! '� � �%i, � '* ^ ` r 1�!{IIl� °��I Rd 3p���� 11�, !. �I,�pal1S�� °'►Auk��,�i.,hl'' •,tlk.; I,�i +i1 ��tkli (f � ''ll��i, a' IP�,i d �,�k I I��"��,',�„ tl i 11�'� I'�I�j ?llSli�' +�!�,' -,�! . J �ti.�`+.,..�.�li.�1�;�,,�.�1¢:: { ��,S,a:._, � l► i . IIi;Y � �.�r1tiiV �9 , .,� '' �� i �e�l '�Il� { (a� I � I � Itbb -. Wal I„1'�S� -L 192 0.65 ;,,,.,...1.1.;:!� l�t...���'tlu�„a. • it >,r� , l� ,•�,�iliy,v' �ae' • ' „��y� 14.4 0.130 358 4.030 774 wall- T -E-B -L 280 0.63 19.1 0.130 693 746 1.000 2,544 4,030 1,127 Lighb- Prof =1 Equipment -Prof =1 186 1.000 636 0 Peopte-prof=' 1 2.0 1.000 490 310 Sub -total 4,721 310 1,901 Safety factors: +10% *10% +10% Total w/ safety factors: 5,193 341 2,091 ► ,. , ��,i i � , " ya "E'- - '.�:; �I�! �R ,, � ,�r,; +stll�lallx.,t:• I � I ' , ( � Pti�l! - , ' r ;� p 1r 5� R ,4 1 s i„ II��yr � . q I a � • • !� +ail +' � ' C • !i f __ ' ,�si�l',i 9';�'li���il!c` ;,��'; It� � ,, fll� „� „$ h•• � +>!); I ^ � ?�+` i i 1'' ?81Q il�,'' � 1 °'I II� f ��1 �'1 3l�jllli'+1;, . ,� t' Lights-Pro H- 74 1.000 253 Equipment- Profsl 126 1.000 427 0 People -prof =1 1.0 1.000 245 155 Sub -total 925 165 0 Suety facers' +10% +10% +1096 Total w/ sefaty factors: 1,017 w -171 ..,, ly'�• .I!+ � '� ' �t� Ali'„ .�' #,E'# ” ' it�� f� ;��i� ;� ` eta �'. ''�!! � ' �;;'�'�',t�yy��E:' ' ,'s��� �R.�I �' ,�p ' r'r Z , r;. 1 r ;' ,.1 Gr __ Y'7. �'� �(p i� }IN ,y Ir• �• � !'l l�l��l ' ,�ti; 'ir, p�I�A�r 1, , y,ll.,rllll � ('��•' � ?� "��17 ' �I'd r � ,',v wn. •�il'11 ����' +`I Ili�t,l. rl r'I:; • , • . �,. , , � t� .�,', ,I' • �• r!,. ,, � , 116 ,��i: ,�' �� I' F''+ tl 3.�1 jil ! ��, r 1�'a• .YrJr ., _ ..., :S�:S.,��sl � ..�.....,,.�' ,.�-;, ..,..::::.>3l'� "'' I i+ -i' : 7 • !�' 9,11 R�'r,, t - ��,.,•t ,I E$''�; 2 Li hts>.ProP =1 :•r�'�._: �,• c W,,,:u _. �z'•_�:'Y N Equipment- Pr'of�1 125 1.00 233 427 0 People -Pn�1 1.0 1 000 245 155 Sub -total 925 155 0 Safety factors: +10% +10% +10% Total w/ safety factor's: 1,017 171 p �f �1-� , i�.t „o � i � °;I r li ,VgIII +s”' IT ;K! , 11!i � , I;i4''•' ,I� ��;' b i IRl I ^ @t1�6� I 1N'dll -1a- &L 114 0.65 15 0 0.130 222 4.030 459 LiDhts'Prof=1 162 1.000 519 Equipment -Prof =4 38 f .000 130 0 Sub -total Safety factors: 871 0 458 +10% +10 °b +1096 Total w/ safety factors: 958 0 505 n rv. x ; m� ^ a- a -�•��. ow r1� tc� rr a• , �C�t __ i , �..,.1�t;�t, ;;�'irl'� ;,� '� Y,:) -,1111, ,,,C16r1!•':�'::�. ' �. � ' .�,. ,,.1,:::, o- ._ ' ti ,... t�• �,.0 � ` Lights- Prof+1 ;.__�.__ ,;u_ _.."''� `' i;;•;j;,li.�,��- ,,,..__ `'!Lim',,, �Ai ��'a;'iY�.ar.- .�''4f•'.I;i ,, ,;;!, 198 1 000 674 UServeMenginserlELITE Jobfile8105143- wechovis west OableslFIRSTFLRAHUI,CHV Tuesday, November 29, 2006, 5:10 PM 12/0212005 14:17 7277991470 C1 rC � 411'OontBlEff�cfa ;' Lim 11l:CRIC n, raft., .0paltnn H =E Ire1�r1 Zone Detailed Loads (At Zone Peak Tim A E I PAGE 02 ” ;tiWii�CwO' CIA' S' F�ABL� '13f1I�fiMl- ,�Hti.1�'T.F.I;R' Peoplwprof=1 Sub -total Safety factors: Total w/ safety factors 10 1.000 246 155 1,346 155 +10% +10% 1,480 171 ....... ••••.. •'•,••.,•��'•�'•�...........u.. Wa1-1 -5-B -L "„. v. umv�.�.:.nmv'ven.:.luui,.,ull:a �rl'Iner:,l':UCrLI'.i,�,.�!YVA' Syr,., L'v_' t!> r!_' �1' I +YIL• +SILUU;.Y,v.:.P1M ?i'4r�Yl 380 0.65 8.5 0.130 420 GIs- S -1-90 -Trap 1110 1.000 15 0.900 1,499 O%S -0- S -Solar Lights-prdto 111.0 0.700 82 0.550 3,504 1,145 1.000 3,908 Equipment -Prof =1 375 1.000 1,280 0 People -Prof =1 3.0 1.000 735 465 Subtotal 11,345 465 Safety factors: +10% +10% i Total w/ safely factors: 12,479 512 ,j, r ,SHE L; *{o ' , 1lj� Ughts.Prof--1 88 I.000y 302 Equipment -ProM 125 1.000 427 0 People- Prof=1 1.0 1.000 245 155 Sub -total 973 155 Safety factors: 410% +10% Total w/ safely factors: 1,070 ^171 �I 0 RIG l yllltlir rrllll'1�������;1r41• Mi�4 - F. I .. .V �I`fll9'1! r LL Lights -Prof =1 813 1.000 2,775 Equipment- Prof=1 875 1.000 2.986 0 Psople -Prof=1 7.0 1,000 1,715 1,085 Sub -total Safety factors: 7,475 1,085 +10% +10% Total w/ safety factors 8,228 1,194 0 +10% 0 4.030 1,531 28.210 3,131 4,662 +10% 5,128 0 +10% 0 0 +10% 0 l'JWn :J- 'r --'�,� �% !NI l' -rc11f N'1 Y .���� ,1. , $ „rG, __ � _ .. � __i_rvv.'.`;F1 r'11` 1`; iJ'1 r9,i " " "Y 1`;in ! 'iIl•' '1'9 i 1Ne►II -1- 8.13 -L - -..�.,,I. �r., —_ -�- - -• .,.- ..L- ..ar�.La... -.. 1`.�. 511's —.. ru,..�.� f'.'�' I, l�a._'r ...'�i:- �iIJILL'.. „7 I �• 1� I�a� M.iY�Y��F :. 214 0.65 15.0 0130 417 4.030 861 Lights -Prof -1 498 1.000 1,701 Equipment -Prof -1 125 1.000 427 0 People - Prof6-1 4.0 1,000 980 620 11S*rv9r engineer%ELITE jobfiles105143- Warhavla West GableslFIRSTFERAHUI CHV Tuesday, November 29, 2005, 5:10 PM 12/02/2005 14:17 7277891470 A E I PAGE 03 ttlf! pin Ilp@lm1'3or8 &,2 _ I ice ,- OWtIAV6C+ABL6SlilAlWhw}�FI�47 f'R FZone Detailed Loads - - - -- - — -_ -- s �i4 t Zone Peak Times) (cont d Suety factors. Total wi safety factors: Wall- 1 -5-15-1. Lights- Prof=I Equipment -Prof=1 People - Prof` -1 Sub -total Safety factors: Total w/ safety factors; Wall- 1-S- &L Lights- Profa1 Equipment- Prof --1 People- prof=1 1 Sub -total Safety feotors. I Total w/ safety factors: UVell -1 •S -B -L Lights -PrWa1 Equipment- Prof■1 People- Prof=1 Sub -total Safety factors: Total w/ safety factors; 84 0.66 16.0 0,130 116 1.000 29 1,000 10 1.000 �:._�n1�;;.�:1-,:�rle[�,..:. - -- -- •.— ..mot. «�.._:CI 84 0.66 15.0 0.130 116 1 000 29 1.000 1.0 1,000 84 0.65 15.0 0.130 118 1 000 29 1.000 1.0 1.000 +10% +10% a,87s 682 164 394 99 0 246 166 901 166 +10% +10% 992 171 164 394 89 0 245 155 901 155 +10% +10% 992 171 164 "9 .AM T'I.a[•uK u��ti.. r - �. .. Vi•ly 11 __ -..., ,., :�� ..,. - br 1 2:iW +J y.,, S'..A•�1ow:.. _ tll�): •s�l•��r���91�''1.1� 'r,,qr ij 11l111'�R NI ,�"� 214 065 15.0 0 130 417 - -- -- 4.030 861 , 96 0.65 18.4 0130 230 4.030 387 285 11000 972 71 1,000 243 0 394 99 0 245 155 901 155 +10% +10% 992 171 +10% 947 4.030 339 339 +10% 372 �ILl ;�(���41!4i1lI�� iir<i� f 4.030 339 339 +10°% 372 4.030 339 339 +10% 372 I 7 ,yy{il/W[� `� Wall- 1 -S -8-L Wall- 2 -E -B -L Lights - Prof=1 Equipment- Prof =i "9 .AM T'I.a[•uK u��ti.. r - �. .. Vi•ly 11 __ -..., ,., :�� ..,. - br 1 2:iW +J y.,, S'..A•�1ow:.. _ tll�): •s�l•��r���91�''1.1� 'r,,qr ij 11l111'�R NI ,�"� 214 065 15.0 0 130 417 - -- -- 4.030 861 , 96 0.65 18.4 0130 230 4.030 387 285 11000 972 71 1,000 243 0 SubAotal 1,861 0 1,248 11SorverlengineerlEf + fTE jobfiles105148- Wacrtovia Wort G2blecIFIRSTFLRAHUILHV Tuesday, November 29, 2005, 5.10 PM 12/02/2005 14:17 7277891470 A E I PACE 04 ,lt�� I�COmnioYC �flVitC' -- u n ��;' - - - -- -- - , °, •EIIOrSortw� - - --� ,iDe�nt11�7Mtf0�l1li�IQC., ral;lt8 r'ii 1: .;"ANIL UIYAIGN ©VIASl"ttt#hiESAII�AMI - fkWtJ TST t=LI Zone Detailed Loads (At Zone Peak Times) (coned) I 1 Total w/ safety factors: 2,047 0 -1,372 1N01-1-E-B-L 53 0.65 19.1 0.130 131 4.030 213 Lights-Prof-ml 416 1.000 1,420 +1011/0 +10°% Equipment -Prof=1 104 1.000 355 0 People- Prof =1 1.0 1.000 246 155 Sub -total 2,161 155 213 Safety factors: +10% +10°% +10% Total w/ safety factors. 2,366 171 234 r' �' ••�" �I '1�� ,�,.,,-�, i r , �;��1�`j,' " +5`°'�".: ?1 , ��i� ��e, ►' to 1 „ pi s I iN1{ 1 1 ' I „• II r "gnl ri t k f } r! ,i'Ai n �fll'" �i1f.�A;GRI�j�'QI 9 ii 1111 I��iIVIv . 91, fJL `•" r:��l1i�86r:.rr "�'�� „I�iN. fl'N .e i,; !.e •�;, a5- ..cS'�1�:.'e ,F :&1d� Light&Prof ■1 Equipment -Prof=1 People - Prof-1 Sub -total Safety factors. Total w/ saft factors: Lights- Prof =1 - Equipment Proft1 People -ProNI Sub-total Safety factors: i Total w/ safety factors: Lights- Prof=1 Equipment- Prof=1 People-Prof-1 Sub -total Safety factors• Total w/ safety factors: 235 1.000 125 1.000 30 1.000 235 1.000 125 1.000 3.0 1,000 235+ 1 000 125 1.000 3.0 1.000 «ServMengineeAELITE jobfiles105143- Wachavia West GabIaelFIRSTFLRAHUI,CHV 803 427 0 735 465 1,904 465 +10% +10% 2,160 512 603 427 0 735 465 1,964 465 +10% +10% 2,160 512 0 +109'a i 0 0 +10% 0 803 427 0 735 466 1,964 465 0 +10% +1011/0 +10°% 2,160 512 -- 0 Tuesday, November 29, 2005, 5:10 PM 12/02/2005 14:17 7277891470 A E I PACE 05 �v,,,�I�" tWdgnnare ibir.�iiMgi;811�ipet n� Imo' nFaNa� prosrem -- - - :1A1f�oCWt�R1kW�V - F.rij�lB�iiLre t>rentlptAlt)t,1nc. ST;C�A9495dirlipilNR::jj�yygyu 1SY1:`LR Palm t•Iatbot FL. 1.000 6 0.900 Prue 14 _ _ Zone Detailed Loads (At Zone Peak_ Times ) (cont'd) 30.0 0.700 220 0.510 2,356 Lights-PnDf-1 fn a ^I `'f 'S 4 I /II;.I, �'7!' ''�I`�'� „',1191; J± �Irlt X1,11 {c�� ' �' 11 %�II 1 III iC I �T�� � b�— �.;,�. \'�i ;'�'�II �li �� li� � ' f, n•I' �i M�, k'fl� 237 .w E�itl .'•�.'1t'Eh.�.�3L�sn.isa LU`_. ��G:Si� �,'1s41s1a .��. Illfall- l -E -B-L 114 0.66 11.3 0.130 167 4 030 459 GIs- E- 1.90-Tran 30.0 1.000 6 0.900 162 28.210 846 0%8 -0-NS -Solar 30.0 0.700 220 0.610 2,356 6,957 Lights- Profm1 258 11000 880 3,425 Equipment- Prot =1 125 1000 427 0 People -Prof =1 1.0 1.000 245 155 Sub -total 4,237 155 1,306 factors: +10% +10,6 +10°% !Safety Total w/ safety factors: 4,661 - 171 1,436 G 1 i 'I :. }PII'ik+!1�' P ,i � I!II}il' i 4 (' ri ....ynii4,,' ; yPl P ' , • - L' ..,,. L ni ri __ , r ;< <iili_ 1 �_�. r' ;, !'I !' ' )13� ,,:.Ill • ' u3 't ,e. 'a, -, 1' GIAI Wall- 1 -E -8 -L 104 0.65 113 0.130 163 GIs- E- 1- 90 -Tran 30.0 1.000 6 0.900 162 0%S4- N3$olar 30.0 0.700 220 0.510 2,356 Lights-PnDf-1 948 1.000 15 0.900 405 3,233 Equipment- Prof=1 237 1.000 Lights -Prof=1 808 People -ProW 1,0 1.000 125 245 I Sub-total People-Pro f =1 1.0 1.000 6,957 Safety factors: 3,425 +10% Total w/ safety factors: +10% 7,853 asti el irfi At rl t'art' ith � 1 Wepi -yi:i f r 1 , ^ ' •r 1�7'” 1'- 1k! �7.l� r�l 1 P + {� ;'�' �.;Yflir,�.r r � �rM i` d t J �14f I� 1 IS;N4.�f11l:..r 1�1i - * !' � 1 L4 fir: � �– �` '1.'L:_.. ,n•1; .0 `��1!({�A�jj11��i44ii (. +I I �Lii %�: .., -r�. � _ �f1•l�f�N ,_.. , 125 . Y09I�7.'ll'll. `' W>sll- i�-B -L 100 0.65 115 0.130 110 Wall-2- E -13-L 161 066 15.8 0.130 311 GIBS- 1- 9D-Tran 30.0 1 000 15 0.900 405 0%S -0 -NS -Solar 30.0 0.700 82 0.580 999 Lights -Prof=1 272 1.000 929 Equipment -Prof-I 125 1.000 427 People-Pro f =1 1.0 1.000 245 Sub -total 3,425 Safety factors: +10% Total w/ safety factors: 3,767 fp%iY�,lO'i1W k - _ - 1 , ";'; `Ir :4i1 '.� ';1�'CAIi•1.,, „_�`6 ..s na.Wif 1 �J �,.�,.,..,_v__��6.�!:.�11�:•1�: �r�flll ;�5�;�_.— �;�I�'!i,.:a;!..�_ ��'k:ii.S.,.. ..... Wail- 1.3 -B-L 120 0.65 15.0 0.130 Lights -Prof =1 250 1.000 Equipment-Prof--1 125 1.000 People -Prof-1 3.0 1.000 Sub -total 2,249 Safety factors: 484 +10% Total w/ safety factors: 11Serverlen9ineer\ELITE jobfiles105143- Wachovla West Gsblas1FIRSTFLRAHU1,pHV 0 155 155 +10°% 171 0 155 153 +10% 171 4.030 421 28.210 846 1,267 +10% 1,394 1,857 +10% 2,043 i�fIlIlia' .53�!. F r..�1•il' �'.,,�, J 4.030 401 4.030 609 28.210 846 1,857 +10% 2,043 i�fIlIlia' .53�!. F r..�1•il' �'.,,�, J 234 4 030 484 853 427 0 735 466 2,249 465 484 +10% +10% +10% 2,473 _ 512 532 Tuesday, November 29, 2005, 5:10 PM 12/0212005 14:17 7277891470 A E I PAGE 06 Ctivac °! aknftl8o�1 P ,RtLlr"bsctut4! eh 'iti `v9w[t� "., t'_I giwD , nR In4Y Pantrti_NeEt�or' , FL 3088 „ ;' f1 t1G1�(A 1A! EST LteS �tii11AID11'= i4J IST'.PLR Zone Detail ®d Loads (A t Zono Peak Tdmes) (cont'd _ � j ! rr�i111!! 1tmn, emm .a.,eolmoueomn�m.e.r1._IIR.._ ..�1,... ■ . �..R�.. _ ..— •r.= ��,�.�..- _T.�- - Wall- 1 -S-B -L 120 0.65 15.0 0.130 234 4.030 484 Lights- Prof■1 250 1.000 853 4.030 Equipment -Prot=t 125 1,000 427 0 People- Prof -1 3,0 1.000 735 465 Sub -total 0 0.700 2,249 465 484 Safety factors: 735 465 +10% +10% +10% Total w/ safety factors: 2,473 512 532 .1L4( .7(f7l—,,i ?, ?,iN?-�—,M'. rlith4 n -r w .. '5T I n" —L I. IM, 1. : Y 7 f N •• - •C� ".1' \ 1 ( h 9� "d.Vl(r1V Wall- 1 -S -B -L 120 0.65 15,0 0130 234 4.030 484 Lights -ProM 250 1.000 853 1.000 15 0.900 Equipment - Prof=1 125 1,000 427 0 0.700 People- Profa1 3.0 1000 735 465 3,336 Sub -total 11,384 2,249 465 484 Safety factors: 1.000 +10% +10% +10% Total w/ safety factors. 2,473 512 532 --ri '- •ITG1: -•r-:hI!r,T ��.T,.:.• :;TbPCnf I yiW• /' 0.65 1s.0 0,130 rm• We0.1 -S -B-L 422 0.65 8,5 0.130 466 Equipment - Prof=1 4.030 1,700 GIs -8- 1-90 -Tran 387.0 1.000 15 0.900 5,225 1,019 28.210 10,917 0%S -O -NS -Solar 3870 0.700 62 0.580 12,884 Lights -Prof =1 3,336 1.000 11,384 Equipment -Prof -1 834 1.000 2,846 0 People -Profel 25.0 1.000 6,125 3,875 Sub-total 38,930 3,875 12,617 Safety factors: +10% +10% +10% Total w/ safety factors: 42,822 4,263 13,879 -- Wtu:. ����inmTOPA :FJltlL4wR:v�.;�•1na�=- -rae.Y. _.i :.W519 ^fiiSi!�_� �.,._. .- — .. "ir Wall- 1 -S -8-L 112 0.65 1s.0 0,130 Wall-2 -W -B-L 78 0.85 191 0.130 Lights - Prof -1 121 1.000 Equipment - Prof=1 30 1.000 Sub -total +10% +10% Safety factors. 1,019 0 Total w/ safety factors: «eryerWngineeAELITE jobfileM05143- VVschWa West GabIoslFIRSTFLRAHUI.CHV 218 4,030 450 193 4.030 314 413 103 0 927 0 764 +10% +10% +10% 1,019 0 840 Tuesday, November 29, 2005, 5:10 PM 12/0272005 14:17 7277891470 A E I PAGE 07 142WOO Ullifion piiji*" Fine," .10 (wore Dmi"Op"im !r -WACMCMA V&%f-MkF% MIAMI - Aif) 1ST K. Zone Detailed Loads At Zone Peak TIM&E) (conrd VOW. M- r "low 't J16 47 0.85 16.0 0.130 Ughts-ProW 59 1.000 Equipment - Prof` -1 15 1.000 Sub-total Safety factors: Total w/ safety factors: 4 7-A 78 065 15.0 0.130 Lights-Prof-ml Ili 1.000 Equipment-Rrof=l 125 1.000 Sub -tool Safety factors: Total w/ safety factors. 91 4.030 200 60 0 341 0 +10% +10% 375 0 Ught&-Prof--1 101 1.000 344 4.030 377 Equipment-Prof-mi 25 1,000 86 0 +10% Sub -total 1,051 0 430 0 Safety factors,- +10% +10% Total W/ safety factors- 473 0 W iL 1. 41'041 llk'lib milli 11i"', 7 Wad-l-E-S-L 108 0.65 119,11 0.130 268 4.030 Lights-ProNi 270 1,000 921 Equipment-Prot--I 68 1000 230 0 People-ProM 10 1.000 245 155 Sub-total 1,664 155 Safety factors, +10% +10% Total w/ safety factors. 1,831 171 VOW. M- r "low 't J16 47 0.85 16.0 0.130 Ughts-ProW 59 1.000 Equipment - Prof` -1 15 1.000 Sub-total Safety factors: Total w/ safety factors: 4 7-A 78 065 15.0 0.130 Lights-Prof-ml Ili 1.000 Equipment-Rrof=l 125 1.000 Sub -tool Safety factors: Total w/ safety factors. 91 4.030 200 60 0 341 0 +10% +10% 375 0 a +10% 0 435 435 +10% 479 189 00% 207 314 314 *10% 346 Wall-i-N-S-L 72 0.66 98 0.130 92 4.030 290 1Zer"rWr1qlneeAELl7E jObfilesW143-Wachavia West G2b1es1FlRSTFLRAHUI.CHV Tu"day, November 29, 2005, 5:10 PM 162 4.030 377 427 0 956 0 +10% *10% 1,051 0 a +10% 0 435 435 +10% 479 189 00% 207 314 314 *10% 346 Wall-i-N-S-L 72 0.66 98 0.130 92 4.030 290 1Zer"rWr1qlneeAELl7E jObfilesW143-Wachavia West G2b1es1FlRSTFLRAHUI.CHV Tu"day, November 29, 2005, 5:10 PM . 12/0272005 14:17 '7277891470 A E I PAGE 08 WACHOVIA,weST GASMi f?:-AHU:'IST;:F,LR,I Zone betailed Loads (At Zone Peak rim") (contd Lights-ProW Equipment-Prof--i 250 1.000 853 0 Sub-total 1,268 0 290 Safety factors: +10% +10% +10% Total W/ safety factors: 1,396 0 319 \\3erwGr\9ngineer\ELrm jobfllesM143-Wachovia West GabIesIFlRSTFLRAHUI.CHV Tuesday, November 29, 2005, 5.10 PM 12/- 8Z/2005 14:17 7277891470 A E I St MV LOdi U r , 9rft Ar 1U trrry> tleb . . Paim Air Sys>hent 07 AHtI- 1L!P!VYYChrvmetriC Analysis Lg ' eavCo tion 61.354 PAGE 09 ' 1•IIfe,Ba�lat�li,fl�vo ppl'rM�rtl;rloe 1 "1fV1{CHGVIA wES1';OA9LE8 MWMI • MW. — IS li Draw -Thru Fen 7,754 Misc Load on Supply Side 1229 353 Supply Air Duct 0 0,000 0 Zone Loads SensibleReserve 0 12,106 3.103 118,475 01000 0 18.771 3,387 , 0 0.000 0 Zone Condibon Return Air Duct 12,106 64.657 126,229 75,000 5,739 Return Air Plenum 0 0 000 Misc Load on Retum Side 0 0,000 Vent Air 1,420 CFM 0 51,089 13.094 24,986 0.000 3,959 Blow -Thru Fan 0 0.000 Entering Coil Condition 63,194 77,751 151,215 78.959 5,739 0 ftl•11 -O IM .� I 11 yIk i,'"'�i'll oDd i4v1' t•l j'' S 1 "c - = (barometric pressure of site S% tandard, AE "pr -asura of 281)x.1 :� I TSH = PR x 1,10 x CFM x (DB entering - DB leaving) TLH = PR x 068 x CFM x (Grains entering - Grains leaving) Gil H = PR x 4.50 x CFM x (Enthalpy entering - Enthalpy leaving) TSH = 1.000 TLH = 1.000 x 1.10 x 5,739 x ( 78,959 - 55,000 x 0.68 ) = 151,214 Stuh x 5,739 x ( 77.751 - 61 554 ) = 63,193 Stuh SUM = ----- . GTH = 1 000 Total System Load x 4.50 x 5,739 x ( 31.127 - 22 746 } a 214,408 Stuh 216.372 tuh - 214,409 Stuh Heating GPM - 81,483 / ( Q.00 x 500 ) 0.0 OPM Steam Req. = 81,463 1 p - 0,0 GPM t� �31�Y1 '," �i � �,�caly 1r�,ir�;'• !'_i- ,,,� „�:.•� ",'• >,,,• 1�}I�yyy� ,,, , D bulb temperature: � —..+.. ' ,(_. J1 . r'J n15 j w ILL, � , d• �Z . ...�.L ��. JNY.�..�li11/I l�v` tl�'' f�i '• � livli�,ll;'ll� 'i �� . { � � �i � 1 " wry 78.88 Dry bulb temperature: Wet bulb temperature: 6657 Relative humidity: 52,58 I' Enthalpy: 31.13 Btu /Ibm 11 -'„IL. P' .�.. .ri. ... Dry bulb temperature: •i,'� ,��ihl4ii �I; iA,h ,� -, •� ,JI;. q'IT �,�y���{,y�yy,,'y��: -yM, W”. 1 ice'- 1'IF_ 4,• {llllp � \1 ,�_— �v ^,if��1,1 , ... -r. �..._- __.•<4� h,Y w�. _f 5•'f7�._._��1', ����FFY {'� -- �,.,�u— W ®t bulb temperature. I 55.09 Dry bulb temperature: ��.r:i „�.,d', -95.00 Relative humidity: �4.2g 96.68 Enthalpy: 22.75 Stu/Ibm I I k%ServerlengmeertELITE )obtles10b143- Weehavia West GableslFIRSTFLRAHU1.CHV Tuesday, NOVentber 26, 2005, 5:10 PM WACHOVIA WEST GABLES MIAMI - AHU 2ND FLR HVAC Load Analysis for ELEMENTS Tampa FL. Prepared By- AEI Architectural Engineenng 3442 E. Lake Rd. Palm Harbor FL 346a5 7$41472 Friday, December 02, 2005 . A. &I v&I .4uuJ L L) . -#.;p f X. f f U;PLY I w Barometric pressure: 29.913 in.Hg. Altitude: 7 feet Latitude: 26 Degrees Mean daily temperature range. 14 Degrees Starting & ending time for HVAC load calculations; lam - 9pm Number of unique zones In this project is Lai id -'Elm saftwm* D6V6IqPM"% lwt Calculations performed: Both heating and cooling loads WACKOVIA VV99-T-GABLES MIANI - AKW'2ND FLFi Lighting requirements: 2.00 General Project Date input Equipment requirements: IMP I, El Project file name: 11S9rvar\angineer%ELITE jobflles1051 43-Wacho'ViiWest Stuh per person GabIss\SEC0NDFLRAHU-2 CHV Project title; VVACHOVIA WEST GABLES MIAMI - AHU 2ND FLR Ded6iigiinwJ by. AS Project date: 7/08104 Protect location: MIAMI. FLORIDA, USA Client name. ELEMENTS Client city: Tamps FL, Company name; Architectural Engineering Company representative: AEI Company address: 3442 E. Lake Rd. Company city: Palm Harbor FL. 34685 Company phone; 784-1472 Company fax: 789-1470 Company e-mail address; AE-IFL@aol.com Barometric pressure: 29.913 in.Hg. Altitude: 7 feet Latitude: 26 Degrees Mean daily temperature range. 14 Degrees Starting & ending time for HVAC load calculations; lam - 9pm Number of unique zones In this project is Lai id 7_ Calculations performed: Both heating and cooling loads Lighting requirements: 2.00 Watts per square foot Equipment requirements: 0.50 Watts per square foot People sensible land multiplier 245 Stuh per person People latent load multiplier- 165 Btuh per person Zone sensible safety factor: 10 % Zone latent safety factor. 10 % Zone heating safety factor. 10 % People diversity factor 100 % Lighting profile number: 1 Equipment profile number: 1 People profile number: 1 Building default cGIllng height: goo feet Building default wall height: 1200 feet 777_—­,0,-,;.,,,,._ hr hr hr hr hr hr hr h� hr --- iiiT hr hr' -hr' hr hr hr- hr hr Ti —hr hr • -_I I J­ I Y hr hr 18 22 23 ;R_ c Q C C C C C c c 0 C c G, 0 C c C C 2 i1:177 - _.—A 16 13 14' 15 1 20 *2 C C 0 Gi C c C C 0 C c C c C c. c C C e C G C C C C C C c C It c C c. 0 C 4 c C C C C C C It 0 G 0 0 0 C C C. 0 C C G C C C C C C C C C C C C c C C 0 c c C 0 C C c C c C 0 G c C C c C G C C C C C, 0 C C a C c c 7 c C c 0 c C C 0 c G 0 C C G C C' C C C c C 0 C C C C C C C c C 0 0 c 0 c c C C C C C C C C 0 0 c c c c c C c c C C c G c 0 c C C c G 0 C C 0 0 c ... 0 c C c c .-C l_. -CI c C c c C C 0 c C 0 C e c C 10 L - - :_ . L c "S8rver1en9in0er%6L1TF_ 101211188W6143-VVachovis West G8bIe61$EC0NDFLRAHU-2.CHV Friday, December 02, 2006, 7 41 AM CWAo - F7Wrjj0a1rWftM9P HVAC LaMINCAleulaftn Prograth ASHRAE M MMI iiirkVICMA WE. -ST GARUS M - AHV2N0 FL-Fi F!sl No, R_ oof# U-Fac Color Cell en oral pro 60—&TripLi coot' 3 0.213 n 19 Out A,! .6 �` o —.0 Design d Outdoor Indoor Indoor Grains utdoor Month Dry Bulb Wet Bulb Rel.Hum Dry Bulb Diff Correction August 91 77 50% 75 52.91 2 Writer 44 0.130 L 75 J,211111121 -L"'L ASHRAE Roof Dark Susp. No, R_ oof# U-Fac Color Cell 1 3 0.213 No Yes 2 2 0.170 Yes No L HIRR'm Wall ASHRAE Wall No Group U-Fac Color 1 8 0.130 L DROP It • Partition Partition Cool most No. 1.1-Factor T-D T-D 0,044 25 Glass l Summer Winter Glass Interior Interior No, LLFactor —U- Factor Shd.Coef. Shading Shd.Coef 1 0.800 0.910 0,700 2 0000 Dist Dist Dist Dist Dist Dist • Ht Dist Dist Ht Horlz Beyond Beyond Overh Right R-Fin Of Left L-Fin Of Shade Overh Right Left Above Fin Beyond RIUM Fin Beyond Left No. Projects W.Edge W Edge Wind Proj W.Ed W_ Edge _ Fin _ ­_ _N __ W Edge 2 200 1.00 1.00 0.60 0,00 0.00 0.00 0,00 0100 0.00 118erVeAem9iMeer%1ELlTE jobfiles=11413-1Vmchovia West G3bleS\SEC0NDFLRAHU-2.CHV Friday, Deoember 02, 2005, 7 41 AM Chvec • �Odilslu Cb bu qa I�wogram larb(iM9ro' Ina, 74t�Fialiigloieet(ng DncAUr�WbA WS5'C.G,tiBt �utl�llbll' -YtU 2P1D FLFI in Building Envelope Report -_-_I I .u.. ......5�:�.1. HS ".S.__._�4. I• ��'_..��;itbt Einc.� L:'11�t'}�.ii.7. I t�• Tot.Roof 3,161.6 0.0 3.161.6 NIA 673.428 0213 Well 1 2,741.2 0.0 2,7412 0.130 356.356 0130 Tot.wall 2,741.2 0.0 2,741.2 NIA 356.356 0.130 Totals 5,902.8 1,029.784 0.174 NE 0.0 0.0 0.0 0.000 0.000 0 000 E 237.6 0.0 237.6 0.130 0.000 0.000 SE 0.0 0.0 0.0 0.000 01000 0.000 S 1,167.6 0.0 1,167.6 0.130 0.000 0.000 Sw 0.0 0.0 0.0 0.000 0.000 0.000 W 570.0 00 570.0 0 130 0.000 0.000 NW 0.0 0.0 00 0.000 0.000 01000 Totals 2,741.2 0.0 2,741.2 0130 0.000 0.000 11Se"e%ngineer%ELITE IobfHOSM143- Wachovia West GableS%SECONDFLRAHU -2.CHV Friday, December 02, 2008, 7:41 Am iipMT -H. Building Summary Loads Building peeks In August at Spm. vi�ram - - 1 -- �tlioSattware Days I •�1•17Mob: 'V14�+1CA±�A. 4115 '��d�dl9LI:S'Itfl�Ml,�ae�u2ND, Pint• - -- - - 5' M001 3,182 22,964 26.91 0 Zb,464 25,464 14.21 Weil - 2,741 12,162 14.24 0 4,471 4,471 2.49 Glass 0 0 0.00 0 0 0 0.00 Floor Slab 0 0 0.00 0 0 0 0.00 Skin Loads 5,308 35,116 41.16 0 29,935 29,935 16.70 Lighting 6.198 0 0.00 0 23,263 23,263 12.98 Equipment 2,187 0 0.00 0 8,208 8,208 4.58 People 73 0 0.00 12,447 19,674 32,120 1792 Partition o 0 0.00 0 0 0 0.00 Cool. Pret. 0 0 0.00 0 0 0 0.00 Heat, Pret, 0 0 000 0 0 0 0.00 Cool. Vent 1,500 0 0,00 66,636 24,744 80.380 4485 Heat Vent, 11500 60,207 58,84 0 0 0 0.00 C.00l.Infil. 0 0 0.00 0 0 0 0.00 Hsat.lnfil, 0 0 0.00 0 0 0 0.00 Draw•Thru Fan 0 0 0.00 0 5,308 5,308 2.96 Blow -Thru Fan 0 0 0100 0 0 0 000 Reserie Cap. 0 0 0.00 0 0 0 0,00 Reheat Gap. 0 0 0.00 0 0 0 0.00 Supply Duct 0 0 0.00 0 0 0 0.00 Return Duct 0 0 0.00 0 0 0 0.00 Misc. Supply 0 0 0.00 0 0 0 0.00 Misc. Return 0 0 0.00 0 0 0 0,00 Building Totals 85,323 100 -00 68,082 111,132 179,214 10000 1 i Infiltration 0 0.00 0 0 0 0,00 Prativated Air 0 000 0 0 0 0.00 Zone Loads 35,116 41 16 12,47 81,079 93,626 52.19 Plenum Loads 0 000 0 0 0 0.00 Fan & Duct Loads 0 0.00 0 5,308 5,308 2.96 Building Totals 85,323 100.00 68,082 111,132 179,214 100,00 Tote Building Supply Air (based on a 02 ° TD): Total Building Vent Arr (38.18% of Supply); Total Conditioned Alr Space: Supply Air Per Unit Area: Area Per Cooling Capacity: Cooling Capacity Per Any. Taal Heating Required With Outside Air Total Cooling Required With Outside Air 1,500 CFM 3,099 Sq,ft 1.2678 CFM,Sq,ft 207,5047 Sq,ftlTon 0.0048 TonsfSq,ft 85,323 Btuh 14.93 Tons _ I U3ervsrienginew\ELITE J0130105\08143- Wactrovia West G8ble918EC0NDFLRAHU -2.CHV Friday, Dwamber 02, 2005, 7.41 AM Arehibeosutel � ;sM���POB' _'_ _- l Pelr� Ha{N�c�r, Air Htrldler 02 - Ahu -2 - Summary Loads wAcHovrivw991w -d*L6s am ml 01,2, 1 - Stains 200 84 2,237 1,948 0 Direct 7pm August 0 104 94 0 31 577 1.62 1,47 0 96 Runout duct size: 6 In dla, Diffusers: 1, CFM /runout: 104, Velocity: 627,6 ft/min, Pressure drop: 0.172 in wg /100ft 2 Elev 201 47 339 813 0 Direct 5pm August 0 16 39 0 23 419 0.34 0.84 0 14 Runout duct size: 4 in. dia, Diffusers: 1, CFM /runout: 39, Velocity: 451.2 ft/min, Pressure drop: 0.231 in.wg./i00ft 3 Stor 203 58 596 1,678 171 Direct 6pm August 1 28 81 0 28 518 0,48 1.41 0 25 Runout duct size: 6 in. dia, Diffusers: 1, CFMlruncut: 81, Velocity' 414 1 ft/min, Pressure drop- 0.111 in.wg.1100ft Womens Restroom 4 208 69 952 2,191 512 Direct 8pm Augusl 3 44 106 0 33 � 620 0.64 1.54 0 41 Runout dud size: 6 in, dia, Diffusers: 1, CFM/runout: 106, Velocity, 540.6 ft/min, Pressure drop: 0,187 in.wg,1100ft 5 Unisex Restroom 207 69 952 2,191 512 Direct 8pm August 3 44 106 0 33 620 0,64 154 0 41 Runout dud size: Bin. dia, Diffusers 1, CFM /ninout: 106, Veloclty 540 6 furnin, Pressure drop' 0.187 in,wg,11 ON 6 Elect Closet 205 73 1,464 3,060 171 Direct 6pm August 1 68 148 0 35 667 0.93 2.03 0 83 Runout dud size: 8 in, dia, Diffusers. 1, CFM /runout. 148, Velocity: 424.6 ftlmin, Pressure drop: 0,078 in.wg.1100ft 7 Office 210 141 1,892 3,797 512 Direct 6pm August 3 88 184 0 68 1,270 0,62 1,30 0 81 Runout duct size: 8 In. dia. Diffusers: 1. CFMlrunout: 184, Velocity, 526.9 ft/min, Pressure drop: 0.120 in,wg,1100ft 8 Corridor 209 (114) 456 3,525 8,190 341 Direct 5pm August 2 163 397 0 221 4,104 0.36 0.87 0 151 Runout duct size: 6 in. dia, Diffusers 3, CFM /runout' 132, Velocity: 673.5 ft/min, Pressure drop. 0.289 rn.wg. 1104ft 9 Tole Room 206 75 1,021 2,683 171 Direct i 8pm August 1 47 124 0 36 �- 672 0.63 1.88 0 44 Runout duct size- 6 in, dia, Diffusers, 1, CFMlrunout 124, Velocity: 632,3 ft/min, Pressure drop: 0,255 in.wg, /100ft Womens Restroom 10 212 118 1,589 3,674 853 Direct 6pm August 5 74 178 0 56 1,046 0.63 1.53 0 68 Runout duct sae 8 in, dia, Wusers, 1, CFWruncut, 178, Velocity: 509 8 ft/min, Pressure drop: 0.112 in wg, /100ft 11 Mons Restroom 213 125 1,702 3,840 853 Direct 6pm August 5 79 186 0 60 1,121 0.63 1.49 0 73 Direct 31 36 Direct 15 Direct 28 31 Direct 33 41 Direct 33 41 Dwe'ct 36 57 , Direct 68 70 Direct 221 151 Direct 36 47 Direct 56 68 Direct 60 71 %16e1v0ien4ineer%ELITE joNles105143-Wachoviv West Gab1eMSEC0NDFLRAH1J-2,CHV Friday, December 02, 2005, 7 :41 AM Glwaa -�Fal) reiaF iFh � Labawu —Ie irp—mB 'w; I A+'�hit� aural Ina I Palm 016,116 , Nf I WACHOVFA VVgS,T GAD':E8'JN1Alur'7AHU 2NP Fn� FAir Handler # — - - -- — __ -- _. — _— - -- — - -_ _ ' _ J 2 - Ahu -2 - Sum�m•�ery Loads (cost aQ - -- Gi1!IIrCC�il /�k���i,�.tok;�i 1 °�T11 �gY�NVr,.,t1�11 i����4?l'M'RLtaIAJ� - ., i'�Rll�iil[Il,�. AtrLYC'tl. .,Gdw �R��.t� -_• min - -- -7 v, , Y � .: = -.., ,... -.,. - ---- - - - -• ate. V ln. ale, uirrusers 1, GRWrUnout: 186, Velocity: 532 9 fVmin, Pressure drop: 0122 in wg, /100ft 7 � !f d 12 Stair 214 134 2,300 2,895 6pm August 0 Direct Direct Ij 0 107 140 1,209 0,79 1.04 0 0 66 I 88 Runout duct size- 6 in. dia, Diffusers: 1, CFM/runout 140, Velocity: 714 2 ft/min, Pressure drop: 0.324 in.wg. 1100ft S4 1 Ready Talent Lecture 1 13 215 1,139 11,870 30,774 8,309 Direct Direct 5pm August 37 550 1,481 0 651 551 10,253 0.48 1.31 0 507 569 Runout duct size: 5 in. dia, Diffusers: 12, CFMlrunout: 124, Velocity, 632 7 fl/min, Pressure drop: 0.255 in.wg./100ft j Multi Media Learning 14 Lab 216 534 4,677 13,622 2046 , Dimot Direct I 5pm August 21 824 258 258 4,812 0 200 252 Runout duct size: 6 in. dia, Diffusers: 5, CFM /runout• 132, Velocity: 672.2 ft/min, Pressure drop. 0288 in wg 11 00f Zone Peak Totals: 3,099 35,116 81,235 12,447 Total Zones. 14 73 1,626 3,935 Unique Zones: 14 27,891 052 0 1.600 1,500 I 117 0 i Main trunk duct size: 27 in- h x 28in. w, Velocity, 800.4 ft/min, Pressure drop: 0.036 in.wg. 1100ft 1.500 1,502 I 1 I f I I I� f lI %xServertengineaAEUTE jobfiles105143- Waohovia West GabieS%SEC0NDFLRAHU -2.CHV - T0 FndaY. tiPrtPmhwrM 9IVUt �..� ,,.. �Vd I 3 V OLVI68LLZL 9£:0T 8007-./711171 C G gjl;COm[+1t1�oT VA L CeLCT5am ! a Arcts uat.g►on"rirg Ind . � - - -- - ec-�— s 'aAArIs AM1r,Ag- �F iP atinMa; �ajo WAPMDY . esTGA Air Handier #2 - Ahu -2 Total Load S_ umma�r -- -� — �- - — - — Ak Mender Description: Ahu- Variable Air Volume -- - - " —' — -- — -- — Supply Air Fan: Draw Thru with program estimated horsepower of 2.09 MP Fan Input: 659 motor and fan efficiency with 2.2 in water across the fan Sensible Heat Ratio: 0,87 This system occurs 1 tlme(s) in the building, — Air System Peak Time. Spm in August. Outdoor Conditions. 90° DB, 77• WS, 119.87 grains Because of the diversity in zone, plenum and ventilation loads, the zone sensible peak time in August at 6pm is different from the total system peak time, hence the air system CFM was Computed using a zone sensible load of 81,103. Summer. Ventilation Controls outside air, -- Winter. Ventilation controls outside air. ' Zone Space sensible loss: 35,116 Btuh Infiltm3tlon sensible loss: 0 Btuh 0 CFM Outside Air sensible loss: 60,207 Stuh 1,500 CFM Supply Duct sensible loss: 0 Stuh Return Duct sensible loss: 0 Stuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: Heating Supply Air. 35,116 / (1.000 X 1.08 X 20) = 1,626 CFM Winter Vent Outside Air (92.2% of supply) s 1,500 CFM Zone space sensible gain: 81,079 Stuh Inf+ftration sensible gain: 0 Btuh Draw -thru fan sensible gain' 5,308 Btuh Supply duct sensible gain: 0 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: Cooling Supply Air: 86,412 / (1 000 X 1.1 X 20) = 3,929 CFM Summer Vent Outside Air (38.2% of supply) r= 1,500 CFM Retum duct sensible gain- 0 Stuh Return plenum sensible gain. 0 Btuh Outside air sensible gain: 24,744 Stuh 1,500 CFM Blow -thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: Total sensible gain on air handling system: Zone space latent gain. 12,447 Stuh Infiltration latent gain: 0 Btuh Outside air latent gain: 55,536 Btuh Total latent Calm on air handling system - Total system sensible and latent gain: 4�:r4�t •�rt•L+ -- �nZ/'T,,���IFyr ���'1: �V��(I�4r r,.. __•� - -�i. Y��, �l vG'.. S�LrtPIi� ._ td s8,a. . • if9,+ Y. ;5 . , •r r. Total Air Handler Supply Air (based on a 200 T.. ....... —n — ...,,�..„rP�. ,,.,,� •;rr:rrn ?.1: ,.�, � , .5;.,�i;. "—` '�• °' r irc +r;:a,:,,, ^,,,,. : �d,,; , Total Air Handler Vent. Air 38.18% of I Supply): ( PpY): 3, 929 CF 1,500 CFM Total Conditioned Air Space: 3,099 Sq ft Supply Air Per Unit Area, 1.2678 CFM /Sq R Area Per Cooling Capacity: Cooling Capacity Per Areal, 207,5047 Sq.fVTon 0.0046 Tons/Sq.R Total Heating Required With Outside Air' 85,323 Btuh Total Cooling Required Vlfith Outside Air, 1493 Tons B6,323 Btuh 86,388 Btuh 24,744 Stuh 111,132 BtLth e8,Q82 Btuh 179,214 Stuh MSenrerlengineerWLITE jobfilea106143- VVachovia West GebleslSECONDFLRAHU -2.CHV Friday, December as 7nM 7•a, n.a Z0 3-gvd I 9 h 0LbT68L/_ZL SE :9T 900Z /Z0 /ZT rI GOa'corirTl~ �*a�'circT�glaa,Pragram pLrd9itral'�gill4a►i1}�Jnp„ Srsaavalotimt+nl, Inc. PeIre:MS�pa�; 1WACHOX/I{4'W EST . Ll~9 INij'_ AMU 2NR'FbR ! Zone Detail ®d Loads At Zone Peak -- -- — = = -- -- Lyx—, �_ t ek 7inr�s�_ I! b;! �C�E. m{ w.. �l' u�lfli! I! 9��1'' r— I�,' V�,' �inE�' �t l��itl ;'911111ir".i�B���ER�IM1i•�tei, i�liS'.'/.'."��. ��i/' 11` rtF'7lvi ^..'��'!'.'�IT7iJ'�:�.: _n,un,.R: r. e�,�, n.e,-, -�. .— _— ._� _.._.I VV2tli- 1 -E -8-L • Vtfa11-2-N-13-1- Lights -Prof -1 Equipment -Prot=1 Sub -total Safety factors: Total wl Safety factors: 236 162 129 32 V. Jv 0.65 0.65 1,000 1.000 J4, 4 19.1 92 u.10s 0 130 0,130 442 589 193 438 109 0 1,771 0 +10% +10% 1,948 0 6 603 423 4.030 958 4.030 653 2,034 +10% 2,237 `•'rt!?NTfliArrF�"i�+...M'� !��P auA ,- r,+ry���t'� ,,((�,1� I� i1 r ip� Why �— "�FT,•!'zl I'Sfi f I,II - ,.11blet,.�IQir r 1 n� �s'; ' JVrI. `r,. , ,t, �� -�- t �:�'li�IlfdRlii• . iKo���d.n� 1 I li q, 'Sii i i�i'nt Cd6r �, !•b'' .r', ail ,' , -�r� .r1 ;�ii�H;Sr�� ^`tG f1? 1 we kt {Ili'n,�i� }Ij1:2 i1•i l�d� t 1 - i�l;)',` 4 �i i —�P {r "'fit l.' {� Roof- 1- 3Susp.0 -L 47 0.50 34,.4 0 213 341 6,603 308 Lights -Prote1 93 1.000 318 Equipment- Prot=1 23 1,000 80 0 Sub -total 0 308 Safety factors: +10% +10% +10% Total w/ safety facto's: 813 ..� 0 339 =Wd %> 1(lah 61, J, , 1, t'�r ,; f 1641' ? "(f,r • "• ; `r"!, f I,i .♦1111 1 1 i ��t'J�y�6, - I1 i, •;'IPe'1��, l�E 'h ,! I, n.ir- ''i,74 {1/I l.a��, iira Roof- 1- 3- Suep.GL 68 050 34,4 0,213 421 6.603 380 Wall- 1- N -13 -L 40 0.65 7.9 0.130 41 4.030 161 Lights Prof -mi 115 1.000 392 Equipment-Prof--1 125 1.000 427 0 I People- Prof=1 1.0 1.000 245 155 Sub -total Safety facto 1,626 155 541 I factors, 1,626 +10% +10% Total w/ safety factors: 1,678 171 596 If I 8Q eb �� �t Ir"A; I t. , i , i „ ,• 1 N " .'I,I at Mu' .� r �44 11'• �,,, � 4� ,' 1fT,1+!;'I" ^q51 eu•'�1� 1 �t�'1" ,i " pRrf(� � /� a �r P_'el�ifrl] l i�l� '7"R, 1 r it,f.9t7,.�., ",1� 1,�' s t�„ yA i r _ � I , - ;�i:c^ d;,�aP'f �9" t� f• t , dr` Y Rod-1 - 3-8usp.G L 69 �le,'9 ^I ".�dx.lf•��eddkit•r I, 1 43' 1��2'" on' 4aaiBN�6Yi ,ral1�ry +,p7�ti4 {c,l,cdni,Ar 0.60 33.9 0.213 497 6,603 455 Wall- 1 -S-&L 102 0.65 131 0130 173 4.030 411 f Lights -Profit 138 1,000 470 Equipment- P "Of =i 34 1,000 117 0 i People- prof=1 3.0 1.000 735 466 Sub -total 1,992 466 I Safety factors +10% +10% +10% Total w/ safety factors: 2,191 512 952 i MerverlengineerlEUTE jobAles106143- Wachovia West Gables�SECONDFLRAHU 2 CHV Frida , p Y ecembsr 02 PMA 7•d1 one F© RLWC4 T 'I k1 A; t•TP;P1171 cc •nr CVC17 i7M r7T 'AmhtlOOpri(EA*cperIng fns, safiiwl "t I"CL _Halm koft, � UWAC40VLA WEST jGABL f S 2NEi:FLR Zone Detailed LOWS At_z6ne Peak Times) (cont r mv, A Q i, ROOM-3-8USP.C-L 89 0.60 W311-1-8-B-L 102 0.65 Lights-Proftl 138 1.000 Equipment-proful 34 1 000 People-Prof-mi 3.0 1.000 Sub-total 465 Bes Set" factors. +10% +10% Total W/ safety factors- 33.9 0.213 497 6.603 456' 13.1 0 130 173 4.030 411 470 117 0 735 465 1,992 465 Bes +10% +10% +10% 2,191 512 952 "+� V-Qv J-3.11 0.213 1,018 100 065 13.1 0.130 leg 6.603 930 Ug119-Prof-1 146 1.000 498 4.030 401 Equipment-prof=l 250 1.000 853 0 People-ProM 1.0 1.000 245 165 Sub -total 2,781 155 1.331 Safety factors: +109 +10% +10% Total w/ safety factors. 3,060 171 '1,464 Roof-1-3-SUSP.C-L 136 050 33.9 0.213 981 6.603 898 Wall-1-8-13-1. 204 0.65 13.1 0,130 346 4.030 822 Lights-Prof--1 282 1.000 963 Equipmentprofml 125 1.000 427 0 People-Prot--i 3.0 1,000 735 465 Sub-total 3,452 466 1,720 Safety factors- +10% +10% +10% TOtal wt safety factors, 3,797 512 1.892 moo 0 .:4 IA Rocf-1.3-8us p.C.L 456 0.50 344 0.213 3.332 6.603 3,0 Well-1 -W.B-L 48 0.65 126 0.130 78 4030 193 Lights-Prof--1 912 1.000 Equipment -Prof= 1 3,112 125 1.000 427 0 Peop"rofml 2.0 1.000 490 310 Sub-total 7,446 310 Safety factors: 3,204 +10% +10% +10% Total w/ safety factors: 8,190 341 3,525 MervOr%engineeAEUTE iobfleMOB 14 3-Wachovia West GabIesISF_CONDFLRAHU.2,CHV FrIdaY, Oecemberffl Pnns TIAI AIIA VA -WIkIA T -4 kI P/f7TI=P) 1 7! Cr *.'3 r CPn7 t7n TT > � .1 Corm - .I+r�tineertng;e, WACtiOVI est�ra°'st>Rwam Deyo�r�a �� - q� &L 86r240� 4Ek81 -E8 q'UqWl _AH 2CAR ( � � Zoh@ D ®tali - - • _ • ,.. - �= - -- _— -- — ._. _,- __ - -�e�3� 1 LoadsjAt Zone Peak rimes (cont'd) _ "i4Q I1RC'n Il� '1'IDJ".iAG1{MIC "' EihBe��ii�wu% ►'�.�.:L'i�iLw:_'_T'' ".d:... -: ....:y,r,.••�t -�ucrr.._ ....... .. --- -- Roof-l-Musp.0 -L Wau- 1 -S -8 -L Lights -Prof=1 Equipment-Prot--j People-Prof'--1 Sub -total Safety factors: Total w/ safety factors: Roof- 1.3- Susp.0 -L Wall- 1 -S -8 -L Lights,-Prof--I Equipment -Prof=1 People- prof =1 Sub -total Safety factors, Tatel w/ safety factors: Roof- 1- 3- Susp.0 -L Wall -l-" -L Lights-prof--I Equipment -Prof :1 People- Prof =1 Sub -total Safety factors: Total w/ safety factors: �71 , yip Roof- 1- 3- Susp.0 -L Wall -I- - &L Wall - 244 -13 -1. I Lights- Prof=1 Equipment -Prof =1 Sub -total Safety factors. Total w1 safety factors: 75 0.50 108 0.65 149 1.000 250 1.000 1 0 1.000 116 - 050 168 0.65 232 1.000 58 1,000 5.0 1.000 125 0.50 180 065 249 1.000 62 1.000 5.0 1.000 134 204 95 269 67 050 065 0.65 1.000 1 -000 33.9 0.213 13.1 0.130 33.9 0.213 13.1 0.130 33.9 0.213 13,1 0 130 33.9 0.213 13.1 0.130 13.9 0 130 539 838 183 285 510 793 853 0 245 165 2,330 166 +10% +10% 2,563 171 3,674 853 898 838 305 285 850 793 212 198 0 1,226 775 3,340 775 +10% +10% 3,674 853 898 493 305 435 850 928 212 0 1,225 775 3.491 773 +10% +10% 3,840 853 969 346 171 917 228 0 2,632 0 +10% +10% 2,895 0 6.603 493 4.030 435 928 +10% 1,021 6.603 767 4.030 677 6.603 4.030 5.603 4.030 4 030 1,444 +10% 1,589 822 725 1,547 +10% 1,702 887 822 382 2,091 +10% -2,300 I 115erve6enGineeAELITE jobfies106143- Wachovia West Oabie$ISECONDFLRAHU -2 CHV Friday, December 02, 2W5. 7:41 AM qA _ tIA T -4 t1 RIt TPA/ 17/ cc :0T ca17 /70;77 -- euratt?rigineladKiyj _PaUn�Merbo� ;� 3w�pg �tAC1I�A1 IfIfT GABit:g k14aNN - AMU "2N �'' A�R.� Detailed Zone _ L�go►pa�da(At Z_one_P7�'e�a� k Timescona� _ JY[�fF1111�fIIG�,dA .6,, R ";��",iaez `�'1'T:I'i"''�� —k L— Ta. � wL,- �-- _c ..... ........ I � Roof- 1- 3- Susp.0 -L 1 139 - ",;,,,, • .i,4h 1 ".III 1� Y 1 �u Waft -1 -N-B L 0.50 34.4 0,213 8,341 6.603 7,522 384 0.65 7.9 0.130 392 4.030 1,548 Weill- 2 -W-B -L 427 0.65 128 0.130 698 Ughts- prof=l 2,278 1.000 4 030 1,722 i Equipment- Pruf =1 500 1000 1,706 Peop(® -Prof =1 37.0 1.000 9,065 5,735 j Sub -total Safety factors. 27,576 5,735 10,791 +10% +10% +10% i Total w/ safely factors 30,774 6,309 __ 11 ,870 MA .05 Ili �j+P1�tt�4�I 1'oI�,jl���a�f �`�������i�� ��111�1@ I�I�"� t' —J H • I' 1 iS� �tl Roof- 1- 3- Susp.0 -L 534 "pl „d,• „� J'�1•Y,�',� 91,�shi�a +a�!'�ild 0.50 34.4 0.213 3,910 6.603 3.526 l Well- 1 -N -B-L 180 0.65 7.9 0.130 184 4.030 725 Lights - Prof=1 i X 068 1.000 3,644 Equipment- Prof =1 500 1.000 1,706 0 People-Prof--I 120 1.000 2,940 1,860 I ( Sub -total 12,384 1,860 4,251 Safety factors' +10% +10% +10% I Total w/ safety factors: 13,622 2,046 ` -- 4,677 II t1$erveAeng1n66rk9L lTlr Job UW05143- Wachovia West Gab4eM5F:CONDFLRAHU -2.CHV Friday, e Y �ermbel' 02. 2006 7.41 AAA 9 R ICJ, -3 T -q k1 G1;btfR! /T! G�:AT MP07 170/7T Oav WACkOVIAWE$".'GAOLEP'"AAt4fj;2NO FLR, Psychrome&YCAh—aj Leaving Coll Condition - Draw-Thru Fen 59.987 550 Misc Load on Supply Side 6,308 1229 :241 Supply Air Duct 0 0.000 0 _ 'Zone Loads 12,447 4.660 0 Sensible Reserve 81,103 0.000 0 1 18.771 3,687 0 I Zone Condition 0000 0 12,447 64.857 86,4 If 2 Return Air Duct 76000 3,W9 I Return Air Plenum 0 0.000 Misc Load on Return Side 0 0.000 Vent Air 1,500 CFM 0 55,636 20.830 24.744 Slow-Thru Fan 0000 6.727 0 0.000 Entering Coil Condition 68,082 85.487 111,155 60727 3,929 PR L. (Barometric pressure of Site Standard ASHRAE I 29 pressure of 921) TSH PR X 1-10 x CFM x (DB entering - 00 leaving) TLH PR x 0.68 x CFM x (Grains entering - Grains leaving) NTH = PR x 4.50 x CFM x (Enthalpy entering - Enthalpy leaving) TSH = 1.000 x 1.10 x 3,928 x 80.727 TLHI 1.000 x 0.88 x 55-000 3,929 ) 111.155 Btuh x 85.487 - 59.997 ) 68,082 Stuh $UM GTH I.000 x 450 x 3,929 x 32 772 � 22-505 Total System Load 179,237 Stuh ) 161.473 Stuh 179.214 Stuh ow. Lqm- �1( �00 TP Cooling 181.473 x 500 um Healing GPM 85,323 / 0.00 x 500 010 GPM Stem Req. $5,323 / 0 0.0 GPM 0 0 lb./hr r7,f, ONI Dry bulb temperature, $073 Dry bulb temperature, Wet bulb temperature: $8.62 4ro,AO Relative humidity: 54.46 Enthalpy: 3277 Btu/Ibm b N-iii ry bulb temperature: cc n !fee . V Dry bulb temperature: Wet bulb temperature, 53.89 B6 00 Relative humidity- 93.29 Enthalpy: 2250 Stutibm ViServerleriginseAELITE JOKW05143-Wachovia West GabIesIfSEIQONDFLRAHU-2.CHV' Friday, DacernbwO2.2009 7-41 AAA" LA 7qqvq T I tt A"bTrIA1171 CZF':PT C1711717f71117T