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Home My WebLink AboutHVAC LOAD CALCULATIONNeg►reiro Res: HV C®NSU 1AWWN once, Port St. Lucie, F134986 'Load Calculations for IINL Architects, P.L. 2600 NE 45 Street thouse Point, FI 33064 EUGEN10 E�RQUTAGA, P.E. #1 5387 1 400E OAK AND PARK BLVD, SUITE i OB FORT L UDERDALE, FL 33334 P 954.566.9708 F X 9S4.Sb5.97' 0 C.A. 7 7 7 3 TO TrrrE SEST F MY OW ED0 , �. PLANS AND SPECIFI11 C TI N C WITH THE APPLICABL BUILDING CODES, AT THE 71 E REPARATION, AS DETERMINE Y LOCAL AUTHORITIES IN ACCOROANC WITH FLORIDA BUILDING COME. Prepared By: Eugenio Erquiaga P. E. # 15387 E+E Consulting Engineers 1400E Oakland Park Blvd Suite 108 Fort Lauderdale Fl, 33334 954 566 9708 Monday, June 29, 2009 I S CF< C k 6 ,�,s 4�;if� c1�b'taaf�r`gt(I�,�"�ftJ i��,��4}a�g>=�� t�" s�i� �� ,�� ,�� s�z ,�`i�i�i� ��fi�'�;'� �T�t'► ��F>'�! - .'"' w•?v ..:. �^ ?^-Y n^�^ , +» �r e n r wt , 7�' . -. ,w�rJk +r'H c .vn1r '` �'`�, �» x � :,} x �n+>M rmrrr.,.. , `Rt x-r � "Rj'".;: ,nd ,, 3.r t ;1 „s✓. , . � ._ �� , n ' a Sl ,.,.,, i„ 2tu?. �3't .�F`�E�,b ;�, ;a nawx ,2.Rix��2bri....... ..=�da! xvt s�ttit��}3hxi ,@ t. •�l�a'�l',3A .��a.':la,a1�1,>}��m;,i� 3v'�'r��u �1,.� inti�,a. Pre ect Rp ort u; , i � ,�" . , t'lt{Q�lu`R,�. t��fi.§�'�'`s , .,, � ur s' — x'§ ;, ;�.;.,i. ,fir,' '� ;;�%•;>r:�a'%''xu ��°; . �:�`,�'�zSv, '.�,,, , ' n'�i,"}� � �: �z�a a�k� ,"` « x ,ri Project Title: Negreiro Residence: Port St. Lucie, FI 34986 Designed By: E+E Consulting Engineers Project Date: December, 2008 Client Name: MNL Architects, P.L. Client Address: 2600 NE 45 Street Client City: Lighthouse Point, A 33064 Client Phone: 954.778.0403 Client Fax: 954.946.6466 Client E-Mail Address: MNLDesign@bellsouth.net Company Name: E+E Consulting Engineers Company Representative: Eugenio Erquiaga P11 E. # 15387 Company Address: 1400E Oakland Park Blvd Suite 108 Company City: Fort Lauderdale FI, 33334 Company Phone: 954 566 9708 Company Fax: 954 566 9710 , Reference City: Fort Pierce, Florida Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 27 Degrees Elevation: 2� ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.009 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.00b Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor I r ndoo Indoor Grains Djy Bulb Wet Bulb 1: u Hum D[y Bulb Difference Winter: 42 39.4 ° n/a 72 n/a Summer: 90 78 I 5 % 50% 74 63 Total Building Supply CFM: 5,667 CFM Per Square ft.: 0.810 Square ft. of Room Area: ¢,994 Square ft. Per Ton: 488 Volume (ft3) of Cond. Space: 7$,597 Total Heating Required Including Ventilation Air:1 131,910 Btuh 131.910 MBH Total Sensible Gain: I 130,462 Btuh 76 % Total Latent Gain: 1 41,630 Btuh 24 % Total Cooling Required Including Ventilation Airl 172,093 Btuh 14.34 Tons (Based On Sensible + Latent) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Monday, June 29, 2009, 6:16 PM Load Preview Report • Has Net ft?? J Sen Latl Net S Scope AED Ton /Ton Area Gain Gaini Gain Lc w Building 14 34+ 488 994t 130 462 41,630. 172,093 131,9 1 System.1 ......6 No 1.99 411 816{ 16,392k 7430 v23,822( ........... 16,2 Ventilation l 914j 2235' 3149<---.._1,7 DuctLatent i ' ...._.................................................................................................................................................................:,...............,..,....,...,...................................................,........,......,......,,,.....,.....,_;................................,..........................:.......................... - 538 538 l Zone 1 € _F 816 15,477 4 658; 20 135. k _._. 14,E .0-Library 272k 6867; 742 7609 5,1 11-Theather ; 312 _ 2,676� 1,612' 4,288 2,E _..........................................................._..,............_..._,,,.................. 12-Electrical Room ..,... 4... .. ,- i 47 ,,,,_,_., _............... ... .. _ 925j m„ ._..........._...._..__..,.,_,,,,.,_........ 157 w 1........................ 1,082rr 7 13-Utility 1st Floor I 72 568a 1,232 1,800E 1,1 14-Storagew _ .I 49! 853 330 1,183 1 15 Cabana Bath } ------------- 64i 3,589 585.4,174; 3,2 System2� {F _. .NYesf 462 45 2,100` 46,352t 9053_: 55,405 40,E m Ventilation 1,178 1 2,879; „w .� 4,057 ., 2,2 Duct Latent_.._...............w...._...._.-...._..._.........-............,.,........._.... ............_.._-__-. .... `.,v.....................................-... ! f.__..........._ ' ................k.._._.._..............,.w_........_..............,........f 1,522` 1,522` ....................-.- Zone 1 i 2,100 i 45,174. 4,652 49,826; 38,4 1-Foyer &Stairs i 453 10,9.. 4...7.. _596 11,543 6,E .... _. .............. _............... Room 2-Dining R .. ., . .. p { 256i .. p 6,949 908 t 7,857, 5,7 .. __..... _ ._._.._ ._ ._._ 3 Pan try........ _. _ :. { 761 -- 410j .... __... _ . !..............._1,_1 ...._...... ................ ............... 4-Butler's ........�...........................€.. ; ? .... S& .................... ................_331..t......................741 75 0- 75( 2 ................ 5-Powder Room ..................................._......_.........,...,............,.......,....,.,,:..............,...._ { ...........-..........G_,,....,.......,.. , 31- .... ...................... 26 0 k 26i ....................... 6-Kitchen i 311 3,542', 662 4,204i 31 7-Family Room !1 334,1 14,6901 11435 16,125 11,9 8.._Mornin. Area..,,r-.......-........,..,,,,.,.,...................-....-......................-.......,_ i3,8121 323 4 135 i 3,7 9-Living Room . ............ _,v ............322y...._,....._...:,.,,......,,,....,.,...,,,_a...,,_.........._.a....,........;.................r.... 229 4,721, 397 5,118i 5, 8 .....�,.. ..«_. E i ..,..,.,.�....,. k..,....�.......««. . ,...�.«... .............. System 3 ........................_.,-..,._.._.._......_.....-_ No 0 68 492. 332 _ 5 740 ... 2 3611 .......,........ 8,101 ..._......,,. 5,E 1 Sys Sys Sys Duce Htg Clg Act Size CFM CFM CFM 1,568' 5667 5,667. r 189, p'704+ rt .. 704 ....... 7x7 ._......_. _. ..._.-_ 189 0ti A7.04PA 704 .__.. ._. 10x14 67k N1t 3312 7,7 33i 11 k 122. _ _._....__.._....._ 4.4 f 10+ airs 42 42: 4 15 2�6, 26 M.mm_.. 20iRti teCa hlr 4 Av, t 42 P"i 7 500 _87 75 15 41 156 48 74 64 Ventilation 334' 816 1,151 626 Duct Latent j ( i .....218 ....... 218` _....mm....-..._.,.._.... .... t... .. ,..., F t Zone 1 ; t 332i 5406f 1 327 4,906 64 ...... _ _.-..... 16-Bedroom#1 t..... 245.i.........._4,778i .......34009; 52 . ........................... ................................. ] 17-Bath #i F 71 E 1 80 86 12 169 7........ 8 _... _ .. i_ ..._ .. ... k 18-Wic 91 ` 16i 16 16! 10. 0 Ventilation { / f 440` 1074 1,514 824 Duct Latent ; .__.........._ _ 175.- 175 Zone 1 ( 242` 2,441 i 862 3,3031 2,951 36 ... ..............................:..........._...„................. 19 Bedroom 921,957't ,........ ,............:.....................�......... _..............�................_._......._....,...._.....f...................................[...........................v,.......,..,«...........-..........f.....«...............«...-_.....................,...... 697 2,654 .. . 2,091 27 20 Bath #2 i 53 477; 165 642 840 11 21-W We #2 k ; 33 7 0 7 20 0 Svstem 5 No 0.96 i 319 307 ` 9.196 i 2.362: 11.558 8.124 97 498.. ............_9�9 316, 7,7 19i-...,.._....4 .................... 3` ..................................... 1.:................................... 4 161 i 7 668 __ 9,9 173 .....................7 215' 6,6 246: 9x9 246 ...........7x7 217; 6,6 ....................... .... 28: 4 . Not MDD: 111€ 14x10 S9 . .221 Not M 0' 1 Zone 1 € 307 ` 8 826 i 1 257 10 083 7 432 97 402 402' 9x9 22 W�c#3 i. 26- 232,....... 72.;....... 41.V 11 4 ....... ..... #3 . �.... ....... 6 1,540; 282 ..304 1 ... 1,912 .._5 11 Awl 25` 70 .. 24-Bedroom #3 215f 7,055 903; 7 958 - 5 103 66`} ,,32 321 _523Bath . ..._ 7,7 i cYsle.tr 6 No 1.14,' 35T 406' 11,198; 2,449; 13,646, 10,258: 127 n .49?. 497 11x9 Monday, June 29, 2009, 6:16 PM Load Preview Report (cont p ' Sys Has Net ft2' San Lat Net Sen Htg + Scope AED Ton /Ton; Area Gain Gain Gain Loss CFM ' Ventilation i ' 264 k 645 908 i 495; Duct Latent. .... _. .. _........................_... _ 271 271 Zone1 406, 109344 1533� 12467E 9,764 127 74! 484 180 664 788µ10 31 Wic #4- .................._374. ._. ..._ ..303 0. 30i 19 0 32 Bedroom #4 295E 10420 1 363 11,..773' 8,957i _ 116 ..__... _ ... 1 i ! System 7 No' 0.40 698 2801 2 410! 2 404, 4,814; 3,3991 33 F. ...... €,.. ... 14'r .-.....-... .. .1 ... ...........3 Ventilation i 440 1 0741 1,5141 824, Duct Latent 4� 149 µ 149 1,181 3,152 2,575 33 26-Bath #5 Onside) 42': 4181 265 683 806 10 27-Bath #5 (outside) 36 103i� 0 10375._ . 1 28-Bedroom#5 168< 1,449'.< 916°: 2,365( 1,694 22 .............................................,.,..._,...........................,...............m....,..,..........................�..,..:��...........«........................._.....(.....-.........................................1..........................................................-.................,.........................................................�..,.-...................., 30-Wic #5 340 3 0 0i 0' 0 i f < System 8 No f 0 61 1 36 220 < 5,056 t 2 227 7 283 4 187 44 _..... ... a.._..._.__..._.....__l.._. .. Ventilation ? t 422i 1 03T 1,4531 791' ..._........._..._......_ » _.. _...................._... i _ Duct Latent ...._-_'_-----__�? 181 _.._.__ 1.81_F Zone 1 I 220E 4,634,1 7 014 5,648' 3,396! 44 ..... - . _ ... - ..- - - - - , - _._ _......._- ._.._. - - -- y f 25-Bedroom #6 220i 4,634k 1,01441 5,648E 3,396' 44 ............. _..... .............. ...............................»_.,...........»....T...._..........,......-............,.._,.......... ,... .....»`....... _......... ...-r..,.-.................._......_.._._..!...-.__m_,»....-.r..._........................................_.....,.............................. ...._.........�........._.............. System Yes 2.63 683. 1,796! 24,411 7,160 31,571; 33,3901 418 _Ventilation_ i i 626 1,577 2,204; 1,253 Duct Latent # _ i € 2,3821 2,382' Zone 1 -_µ » w m 1 79W 23784i 3,201 26,98 137' 418 _ t »� 6, _ .._ .. µ 35 His Office» ' y � 5 E 1491 3,749 j 330 `: ,011 f 52 36 Her Studio i._.. _» ..»._....._ ._ 179 .. 3 421......... .. ....: 525'. ..._-46 _37-Hallway 3rd Floor 28W 1 152 1 61( 1,677 » 22 _ .£ - 38-Strg. &Safe Room_ i 54i - 53 i 141 2 -_ 60 85 645; 9171 12 40 His Wic 2 t 290 1,043E 1,7831 23 .................. .. ... f ;... 41 His We 48662; 548; 758 10 ..... . 42 Hjjs path __. - - -... 33� 1_593# 254 1 847i 2,3121 - 30 . _.._ 43-Master Bedroom i 431 6,882? 940 7,822! 9,009i 117 44 Her Bath ? 223 3 8041 419 4,2231 5,419 ........ ....... 45 Her We .... p 224 64 0 64 59; 46HerWic 6 125i 1,216' 321= 1,537' 2527 System 10 N0; 0.91 s 545 495 6,828 4,072i 10,900; 6,380 W TM Ventilation�m t ...,.,..�..........,...,.-......gam _.�� .......... 923; .........._�...,-...w..�............._... 2,324 ° 3,247 1 846 Zone 1 € 495 5,905; 1,748 7,653j 4,534' 33-Stair & Hallway 2nd Floor ? , ' 426; 5,905 748 6,6531 4,534'i 34 Ufil'iRoom 2nd Floor ! -� 69i� 0 1,000 1,000; 0 !mm _ _ _ . Sys Sys Clg Act CFM I CFM 497, w 22 .1, 474 90 19 4 5 211: 6x6 211 Not MDD: 2--6 1,082` NotMDD: 12x16 1082M12x16 w171' 7 1562 7 25 34 22. , 72:. 313 _ 7, 173'_.. . ........ 3 _. 55 269 W�Bx 269 7x Monday, June 29, 2009, 6:16 PM Room Duct Name Source f Minimum Maximum Rough. Design Actual SP DuctDuct Htg CI Act. Duct Velocity Velocity Factor U100 L/100 Loss Velg ocity Length FSize Sut P..�Y.Raenauts „ ' ' € Zone1 � 3.._..._............ ,.. ..._�... _..,'........._..........�.............. -... ......j......_... I ... € ............... .. .. €. ..�... .... Y. ........ -.. .. 10-Library 500! 700 0.0003' 0.08 0.08989 0.07957 583.7; 9.1534 { - 7 (SR-135, SA-130) ;MDD 5001 700` 0.0003' 0.08 0.08989; 0.07588i 583.7€ 5.044 67€ 312 7 ...........:.......................:,...,,,...,..,:........,.....:...,....,.4.....,..._.......,.............:-...,..,...................._.,.«,:t..:«,:....,,...:.:.:....,..,......,.....,,.........._.....I..,.,E.,...............-......«,1............,.,..,........_.„«.:.....::_......,.......«,«... 4 ._,..............:«�., ...............,......... 11-Theather 500; 700€ 0.0003; 0.08€ 0.251' 0.11068 699; 3.333€ 4 (SR145,SR-140) MDD 500t 700j 00003 0.08 0.251 0.11068 6994 3333{{ 12214 . . ... ........ _ .. ......._..... ....... # ..{._ r 4 ._......._. _.. F _........ _ _ _{ ............ __._.... €. _.......... :. i ... i -"_.._ .. ............... 12-Electrical € € C # € € Room (SR-120) MDD 500€ 700t 000030.08€ 0.12811 0.05788j 481.3€ 7.318' 10€ 42 4 (( F 13 Ut€lity 1st Floor q [ ( (SR-150) 1 MDD 500�t 700 0.00 0.08E 0.05459 0.022411 297.9E 7 151 26 4 14 Storage (SA 100) MDD 500 700€ 0 3f 0.08{ 0.11219; 0.04727 446.9i 4.853E 20€ 39; 4 ... .._ ......... .. ... ._ _...# ... f S_....... ... ............- 15-Cabana Bath ; € € € MDD 500? 700; 0.0003€ 0.08t 0.09734 0.09317€ 609.9€ 15.71 42 163' 7 (SR-110) ! d f € € .Other Ducts ) € SupplyMain Trunk t t € € 4 € t € j € (SMT-300) i MDD 700, 850 0.0 03� 0.08 0.13261 � 0.02028€ 722.9€ 1.667, 189; 704; 7x7 ..,...,.«.:................................ ............................ ..#...,........................i...............::...,(:.,,..,,.....,..:..,.....:..«.::..............,..:..,...�...............«.............1..,..,..,:,........,........,... ...«,..............«.. .............-..,....,.,... �,.....,...,.«...,..:�.,., ..............,. ( .......«., .,,.........,,,.. RMT 100 MDD 700 850€ 0 0 03. 0 08 0.06859 0 03539# 724.1 ` 1 667 704 704 14x10 ...... .. .... _.... ... .......{ _ .i ,_. .�._ k.. ...€.........._........._ _._ _ F. t RT 110 MDD 7001 850 i 0,0603 0 081 0.06859 0.06878 724.1 6 667 704 f 704 ^ 14x10 RR 110 MDD 5001 700 € 0.0003 s 0.08 t 0.06721 0.08048 645.4 2.667 352 352 10 .. F.. .. ... I. .�... .... _ .__. ..._. ... _ .__...€ ....._-......_.._..€ RR 100 t MDD 500 € 700 i 0 0 03' 0 08) 0.06721 0 08048; 645 4 € 2 667 € 352 € 352 10 ....... 3 , RT120 MDD 700, 850€ 0 03) 008) 010538 002823) 7241 18667# 352= 352 7x10 ST 310 MDD 1 7001T 850 00 03) 0.08 # 0.155651 0 09872 r 747.4! 6 € 52 2181 6.7 .... .... ...... ._ -4 .......... _ ._., _ System 2 € € ..........................................................:....................... ..............................................................t..................._.......................,.................ii........................... ..... .. . . $LQ�ty Rl,Jna�JtS � f} € { .:,.,.i............................E...._..............»....,.................... .......l.... ... F..... .....'.:.... ..... Zone 1 ««.. _. 1-Foyer & Stairs 5001 700 0. 031 0.08 0.06175 0.07715' 563.6 € 17.221 9 j MDD I € 871 498 (SR-205, SR-200) 5001 700 € 0. 003 € 0.08 ( 0.06175; 0.07105 563.6 € 7.3414 9 2-Dining Room ;MDD 500€ 700f 0.0003 0.08.€ 0.09199' 0.08407 591.2; 11.8371 75G 7 (SR-215, SR 500 ...........................700 < 0.6003 0.081 0.09199 0.07505 f 591.21 2.028 ( i 316 7 ......,. € 1.............. ......................................... ..............F.........................._........................................_......................_............................ ............................................................... . 3 Pantry (SR-230) =MDD 500€ 700' 0.00031 0.08 0.03133 0 01333, 217.7; 10.853 15 19; 4 1 ....... .... 4-Butler's i 1 i i i (SR-220) MDD 500 700 s 0. 03 ; 0.08 j 0.00134 0.0003 i 4 4.177; 31 3 ` 4 5-Powder Room 1 (SR-280) MDD 500 700 € 0. 03 k 0.08 0.00022 0 .5 i 1.667 1 1 _ 4 6-Kitchen € F {SR-240) 4 MDD 500, 700 0.0003I 0.08; 0 18 8429# 2.4i 8.7241 41€ 161 7 _...................................._..................................::L............ .....__..._.._........... t...._........L...._..........,...... .........._.........i........... . ..................._...............:.............i........................-€. _....__....- 7-Family Room 500,1 700 0 OO 3 i 81 0. 45 125731 756 < 5.735 i 1 (SR-250, SR-255) MDD ^ 500 i 700 0 0 3 0..1 « m.. 0 12441 t 756 t 4 485 ) 156 € 668 3 9 «,..........,,._ _«. _..... ... .......,. 8-Morning Area t r r - (SR-260) MDD 500i € «01 0.10845: 0.094691 6473, 6.4121 481 173 7 9-Living Room i MDD 500 700 000 I 008i 0.0962` 0.07852£ 545E 16.987i 741 6 (SR-270, SR-275) 500 700 !0003 0.081 0.0962 0.07829) 545 16.74 1 215; 6 w................._..,,.................,.._..,_....,_........-._._.,,... _v.............._... Other Ducts Supply Main Trunk (SMT-400) MDD 700; 850 M 03 0.08; 0.28054.0.03611 1 799.24 51 500E 2,055 4x5 ...... _. __ .. ... ._..._..�.. .. _ ......_ _ . ..-........ �. _.._.j...._ .._.._ _........_- __. % _._. t ..... _ ? .._......_ _F... RMT-170 ;MDD 700? 850; I0003f 0.08i 0.04786. 004572; 822€ 3.333a 2,055` : 1 2,055 i8x20 RR 160 MDD 500 € 700 € 0.0003 ( 0.081 5.63521 ' 6.9418; 5887 3 7 j 2,0551 $$yqqy�� 2,055 _ 8 �....- ... .. S stem 3 Y .......-,.....:................................ ..... _.... __ k. f t .... _.................... {........... .................. ... .... _....... ... _....... ............... y.............................. .. ....... ... Say I Auno�nts € ) P.P..._,..,.,,....._._....,...,.,...,......,...�, ........_.,,...... a...... .-...._............... ....... -. ...._................ �. I , ...... Zone 1 € 3 16 Bedroom #1 (SR-300 SR-310) ;MDD 5001 5001 700 700 0.0003 0.0003 0.081 0.09948- 0.068841 555 1 0.08 i 0.09948 0.06751€ 555.1 4.333 31 521 6 217 6 E (SR MDD #1 ' MDD 500 700E 0.0003 3 0.08 I 0.06223 V 0.023331 320.91 2.848E 12 281 4 .....t._...... 18-Wic 91 i Built-in 500 700 0; 0.11 0 8.44 ! 0) Monday, June 29, 2009, 6:16 PM Duct Size Preview {coat' q € Room or Source Minimum Maximum Rough. Design Actual i SP Duct Duct Htg I Cig I Act, I Duct Duct Name Velocity Velocity Factor Utoo Uiooj Loss Veloi w Other Ducts _ . ................................k.......................-.....,...............................1}........_._................._.....................i ......_..........t.......... i€�........................._..-.............................f SuPP!�.......................... Main Trunk € i € € € MDD 700 850 ? 0.00 3 0.08E 0.09471; 0.02167.. 712.9? 4.333 F 64 (SMT-500) ; m........._......._..-............ ....... ........._......._;......mm....,......,....-.j..__.. ...._...._.-.-....,.. .. {......_... _............._.._..._.._ __ ._.___....._.....€___..,,......................., _... -.fit..-..._.._..._., RMT-300 i MDD 7001, 850 0.0003 € 0.081 0.12851 i 0.04013} 722.9 4.667t 246 ..........._.._._.._......,._....,...�...............��_..,............................................�...�.__.�................._._ b a.......................:................._........_....... b � .. .. .. �............................................ { � .. ,�.....1...............................E wE...............................f,.w......._,„_..........€.............,......._.. RR300 i MDD 5001 700 0.0003 € 0.08 0.19989 0 16555 € 920 5 2.749 € 246 ST 510 ( MDD 7001 8501 0 0003 0.08 E 0.1994 0 0087 828E 2.667 _ 5E ....._.....<..-_-......-... _. .. b i _ __.. y c .C.tv stem 4 f Supply Runouts € € € _ w € E € € _................._.....,...................._...........__..........-..._........._,-..._.................. .,........h.................... _ ........... _..........._. Zoned.............................................i'.......................................1................................,.........'.'.................................1....,.............._............_i......_......................t......._.._....... 4.... F J.......................L.......{........._......_....... 19-Bedroom #2 f (SR-410) MDD 500 7001 0.0003 0.08€ 0.16752; 0.10176 652.7 7,5 27 _.,.......__. ___....._.. _ _ ..... ,...._. ......__....._.. .. _ .3 . _ _ .,_..._.. _._ .� _ _ , 20-Bath #2 (SR 420) MOD 5001 700€ 0.0003E 0.08.€ 0.04068 0.01426 252.11 2.3331 11 21-Wic#2 `Built -In 1 500€ 700! 01 0.1€ .....O......t..h...e...r....D.....u....c....t..s................................................................._s,..,.....,.__,.....,.kiO0 .........-....-..................:!...... 1 ......€(i ......................0.Supply Main Trunk € 1 i 1 ' s (SMT-100) s MDD 700E 850 t 0.0003 € OA8 € 0.0708 0 01978 724 1 2.333 t 3E ST-120 MDD j 700E 8500 0 3 ( 0.08 E; 0.07741. 0.08033 685.4 4 6.667 112 ST 140 MDD 700 i 850E 0 0003 € 0.08 i 0.10652 . 0.08559 702 6.333 _ 6E ........._ .......... ......... € .................. ... ....................... .. ..... .. L .. tol ...... .. ........... .. .................E.... .... .. . _............. ..._............ f. €............................. E ..... s € € 1 ^S G T- t MDD 700< 850 0.03 0.08, 0.1109 0.10235 740 12 8., ST-110 ; MDD 700! 850 ( 0.08£ 0.2939 0.10258t 7559 3.8 62 ......... RMT 400 MDD 7001 8..... 2.333.. ....... ... - ....€ .. f. Y .. .. RR 410 .__. µ MDD 500, w ry 700E 0. 3; 0.08 0.09968; 0.06303 m 565.3; 2 667t 111 Supply Runouts.......x i ..._._ _.... ~ .. t .... F 4 __..� ... Zone 1 22-Wic #3 ( t (SR-510) i MDD 500 € 7001 0.0003 4 0.08 '1 0.01211 0.00396S 126.1; 5,2171 5 23-Bath 0 ? 1 (SR-520) f MDD 5001 700 € 0.0003 { 0.08 s 0.10857 0.057741 513 4 f 2.3571 2E _._.. .. ._.. f __._. I.. __. �___4_._________.. _ _ k__... .__- _.___...._. 24-Bedroom #3 500; 7001 0.0003 i 0.08; 0.09411: 0.08195 598 7? 7.333 (SR-540, SR-530) MDD 500? 700 00003i 0.08? 0.09411 0.08251 598.7 7.9 6fi Other Ducts .; € .........._................................. ......,.................... �..........................................,t........................,... i � ...................... Supply Main Trunk ` t € € (SMT-200) MDD 700E 850) 0 0003 i 0.08 i 0.04934 0.02512 1 97 ......._............................................... ............. ...... f.......................... ........_.................................... ............. ....-.................... .......f..........................._............__...._,...__................ ................_..._.. _..........._....__..._... ......_..._. .......... _........... ... ................... f € € ST _7 20 ;MDD 700 50 E 0 1 7 3 6.333 382 8 _.,. ST 210 'MDD 7001 850 OfDOD3 0.08f 0.08887 0.05136 3f 7.3331 120 _. ST 230 _ MDD 700, 850 0 0003 ( 0.0 0 05406.` .0 41 764.31 4 363 ST 250 t MDD 700 850 i 0.0 3 08' 307 i 0. 0056 i 728 7 21.333 ? 156 ? ......... 1. _.... __. ....._.... ...._...?_._.. ..._ ST240 MDD 700f 850; 031 8€ 31 0.10807 810.7? 4333 319 . .. _ _ _ - RMT 500 f MDD 700 8501 0 € 0,08818 0.032681 689.1 F 1.886( 402 _. _. _... • S RR-510 MDD 50 700t 4 B 0.43585i 1504.2E 1.7 402 t.,..._...................... 0.0 0.08 0 956.......................... ..................._....... p.......................' ......... r 3. Su ! Runauts _,,, + _.-.pp.Y._. ............ ........._.._. ___......._........__...__....._................._......._.._.__. ,_.__..__... Zone I ............ 1 € € € • (SR261 ) th #4 € MDD 500 i 700 t 0. 0003 0.08 €) 0.04068 0.0159 i 252 1 ? 6.3681 10 _--�-M-- 1 31-W'c#4 € I € 246: 9x9 2461 7x7 ...... .................................. 246 7 230 5x8 89 476µ 10x1 312 8r 373L.....9Y 202- 111 4x 402 18x21 488 23x1: 565' 9x13 465 23x1: 668- 11x1: 216 - 18x17 ( SR300 E MDD 5001 700 00003 0.08; 0.00022 0.00004; 11.5E 4 OS . 1 4 ,., 32-Bedroom #4 (SR-620, SR 630) MDD _......... ........................_............_...._..._........,.._....._....._.€. 5001 ?116E 500 7001 700 �0 0003 i �0 0003E _..... 0.08 0.10023. 0 08 € 0 10023: _.._.. . 0 10092 € 0 10354 _.._gel ....-........ _...._. 679 679: _..... - 4.3841 7 ........ ..... -.. .-_..... € ....... 474. 8 8 Other Ducts 1 Supply Main Trunk (SMT-600) MDD 7001 850 { 0.0003 0.081 0.08638 0.02152� 722 9 41 127? 497 1 lx9 ST610 1 MDD _.... - _ ......... _ 700- k._ 850'1 .. ._f ... 00003' _ ...... . 008 01552 .._ ._ .._.-_. - 010953; _ _ ......-..._ . . 777 .... , ...._ 8.333{ _ ...... 68F a 259 6x8 PitAT-160 MDD 700% 850 0.0003', 0.08, 0.08369 €.. 0.03664E 7229E 31 497(.._,,: ,,, 497 11x9 Monday, June 29, 2009, 6:16 PM s Duct Size, Preview (cunt' q Room or Source Minimum Maximum Rough. Design Actual SP Duct Duct Htg Cig Act Duct Duct Name � Velocity Velocity Factor U100 L/100 Loss Velocity Length RR-150 El Size-- MDD 5001 7001 0.0031 0.081 0.07005 007243 596.4i 3.333 4971 497' 12x10 System.?._.._....._....._.__....._.._.,.._......_....._......_..F._._.._..................{_............ __.._.. __ _...._... 1 .._.........._. _. _, 1...._..._ .,..._...._......_.,... Supply Runouts.,. ;___..._, .__ Zone t i . ...... ...,. .,..... .. ......t _.__._. .. .._.. ... �. ...._.. ... _.. _. ....... _. W.. 26-Bath (inside) (SR-710) iMDD 5001 700 000031 0.08` 0.03133 0.0117 217.7i 5.676t 10i 191 4 i ; � € : 27-Bath #5 (outside) (SR-720 F MDD 5001 700{ 0.00031 0.081 0.00315 0.00085 57.3 5.27 1; 5' 4 .28-Bed.___..._..._�...__.._...;_..._..... _.._.......__......__..._ E._....._.._.._...-......._...f._...._.__._........._-._.__............................__...__..__.___t..._.__...__.........._.._..._-..__...._.,.. _ ._....F. _.__. _ t (SR 700) room #5 MDD 5001, 700 0.0003, 0.08E 0.09767 0.05362i 484E 4.667 221 66 5 .. _. ..................... t F. ... - ... 1.............. ... 1 f . ........... { ..... ? ... ........ 30 Wic #5 Built In 500 700' 0 0 1 } 0 ; 0 0--0 t............. ....-_ L .. ._.....1 ....._€ �,.__, .. _ ,�.. .....................4................, .._ �........ , ...... Other Ducts 1 t I Supply Main Trunk ; ` (SMT700) MDD 700i 8501 00003{ 0.08i 0.328117003471t 810 3.667 33, 90 4x4 RMT-700 MDD 700; 850 00003i, 0.08i 0.317971 0,05027{ 8101 2333t got 90 4x4 RR-710 MDD 5001 7001 0.0 0I03 i 0.081 0 16573 ` 0.09501 Y 660 1 ' 7 667 € 90' 90 5 t a}. , j System 8 1 .._ Su i Nunout.S � ? 1 i s I , 1 � t Zone 1 [ i t t , t t Y i 25-Bedroom #6 Built-in 500 700 t 0! 0.1 0.2 € 536.94 44 211 2--6 1 t ..............._...__......_.._...._........__._, .... _.....i........__....... ........ ... i.._.._--__.._............_...._,_._...._..............._. _._............__,._......... _..__.. Other Ducts Supply Main Trunk ; t 1 t € 1 MDD 700 F 850 t 0.0 , 03 0.08 0.07158 0.02516 811.5 s 3.35 441 211 12x16 (SMT-900) 1 i. 1 1 j _....._..... ..............v_..-..._._............_,_€..___...... _........._.....,.....,,...... _.„........ ..,_.._„_....,.,................... _.._ _ t..._....,.,.__,,.M..„ ST-950 ; MDD 7001 850 t 0. 3 t 0.08 0.129951 ` 0.05294 798.2 t 21 1631 388µ 7x10 ST-930 ;MDD 7001 8501 0.0 031 OOS 0.110431 0.05403", 708.6i 13 134? 3101 7x9 ST-910 MDD 7001 850 t 0. 031 0.08i 0.1266 0.05681 763.4i 8.5i 1* 334i 7x9 ...._._...� .,. ,, ,... .,.._ t �. �._._ ST 920 ; MDD 7001 850 0.0 31 _0.08 t 0.0697 0.043051 717.9 3.333,[ 297! 698µ 14x10 ST 960 MDD 7001 850 0.003 0.081 0.20099 0.01815 831.617.333 1041 2311 5x8 _ ST-940 i MDD 700 8501 0.0D03 0.08� 0.013211 734.41 5.667'` 75i 153? 5x6 ST-410 1 MDD 0 850� 0 00031^ 3 0.08 t 0.28384 99 672 0 0237.6671 33i _ 56; 3x4 I. Sup ly Runouts f t i 1 ( i t Zone..1 ..... _.... ..... ....... ......... ....... f 35-His Office 1 t (SR-920) I MDD 500, 700 0. 03j 0.081 0.10618t 1. 63 ? 11.479 521 �171 7 36-Her Studio 4 1 1 (SR-930) MDD 5001 700 0. 3 0.08' 89891 0.0805 3.7' 10.2S9t 46; 156 7 ..1.........................._... . 37-Hallway 3rd i € i s Floor SR-950 4 MDD 5001 7001 0 8 i 17 2 0.07 573 4.384 221 50 4 38-Strg. & Safe Room SR 94D MDD 500i 700 0.0 0 ; 0.00558; 0.00158 80 2 4.123 21 7i 4 ..._.......(w.............._...�... W.......... .........._...,,._....;....._.... ._........ t _... .... ..W _ .......,. t.. + .... r _�........_......... .........._,_,....,........,,..........,.... _ 39Strg(SR-960) MDD 5001, 7001 0.0003 i 0.08 i 0.05094 0.01922E 286 5 4 i 121 251 4 40 His Wic 2 t (SR 970) i MDD 500 700 t 0 0003 0.08. 0A8783 0.03386 389 61 2.357; 23! 34 4 (SR497 )s We MDD 500E 700#0003j 0.081 0.04068 0.01575 252.1 ` 6; 101 22 4 1 i 42-His Bath t 1 t 1 1 f 1 1 1 (SR-990) =MDD 500, 7001 0.0003 0.08, 0.11421€ 0.06717i 528E 7.7 301 72' S _.,.....,.._.....,......._e_....'_......_...,,_._......_W._.... _..........._ ,............... .,....,..u......,,....,. __..,.. ' _..._._... 43-Master I p t t Bedroom {SR-980, 1 MDD 5001 700, 0.00031 D.081 0.09093 0.08227} 587.51 111 1171 : 313 7 50W 700 i 010003 t 0.081 0.09093 ; 0.082381 587.5 11.12W 7 t 44-HerBath �...,_.........__...._.,_.1 i ; i .. _... t SR-900 MDD 500 700 t 0 0003; 0.08 0.10845 ` 0.09729 647 3 € 8.81 70! 173: 7 45-Her We MDD 500 : 7001 0.0003 t ........0.08) 0.00134. 0.00032t 34.4 5.6671 1 i 3 i 4 (SR-905) [ 1 .. .................. t ....... ........ . ......... ... ... .. ... ._E.......... .. ........ ... .... .. .. ............. _ I ..... q ..._ ...... .. ....t..... ............. ..f. 46-Her Wic i € ` MDD 500: 7001 00 0.081 0.2081 : 0.097471 630.3; 6.8721 331 55 4 (SR-910) t 7 1 Monday, June 29, 2009, 6:16 PM t � �SiT, Z43M1 ld�a'S�/FiflI;6P� iaJ°��«h`.�A14tl�s..`�iRL`thS`M:��i��`�'1`l�i�"F�i .. a �"a451�1t4`�5 t�i?��tstaitSZ�a'�'F t �M� ��.h_.l. .Rr� ✓7-G'S-. `;Z i, .$,$ Duct Size Preview cont'd Room or Source Mini mum> Maximum Rougf�. Design Actual] SP Duct Duct Htg Clg Act. Duct Duct Name Velocity Velocity Factor U100 U1001 Loss Velocity Length F Other Duets I F t 3 ` Supply Main Trunk E Built -In 700i 850? 0i 0.1 0.1 € 811.6 418E 1,082 12x16 RMT-900 }MDD 700E 850i 0.0003jj 0.08€ 0.07124 0.04665 789.61 8.333€ 9874 » »T»987 T 18x10 RR-910 E MDD 1 „ 5001 700 t 0.0003 0.08, 0.06612 - „ 0.052121 501.4 m „7 301 134J 7 _ _ RR 930 ! MDD 500E 700€ 0.0003i 0.081 0.09953. 0.067343! 565.3i 7? 381M 111. 6 RR-940 MDD s 500; 7001 0,0003� 09953 0.07033 565.3 - 10 �111„„ 11t 6„ RT-920 i MDD 700€ 8501 0.0003F 0.08 t 0.08426.0.01374 775.21 4.667 646s 646 12x10 ........»,.......... _.....»_....»__...._._._.u.-..._._ RR-920 € MDD _ 500 € _..._ _....._._._....__._._ ._. 700 € 0 0003 0.081' 0.25453 0.25949 1148 8; 4 96 401 i _. . _ _..._ _ .-_i _._.-------- _.. 8 RR 900 MDD _... _.. 500 _. r __._..___,__. _, 700» 0 0003! 0.08? _ 0.09184 0.09441 658 94 13.5, 58 230 8 Y: i „ [ .. .................... ... �u�](n,l RilPOOUtS .., ....._.,....... .Y�A� �. .. ... ... ...... ......... E € ......... ...........»,...... 1 _$f i I .........i......_.................. .................... '.....................»....... € F . ... ......, ry... »...... .........., ............. i ................. t € F _..m.....»» E .....,..,.. j ....... ..».'...... ......4.......,....... t 1 .... .. ..... Zone 1 33-Stair & Hallway 2nd Floor (SR-1010, t MDD 4 500€ t € 700 0.0003J 0.08; € € 0.06817 0.05982€ 501.4, 4 i € 10.525€ 59{ 269 7 SR-1000 500 j 34 Utal€ty Room Built-in 500€ t� 2nd Floor , 700 0.0003 0.083 700,1 € 1 O r 0.1 � 0.06817. 0.06093€ 501.4 E 0 ? 0; , 12.166) 0 0 , NMI 7 0--0 Other Ducts Su Main Trunk € pP1Y `MOD (SMTT1000) i 700;5 € 850( 001€ 0.08 € 0.20756 0.03497; 724E t 8.117: 59i 269, 8x9 ST 1020 i MDD i 7001 850 0. 03 0.08 0.1195930.07021 820.61 8.667; 69i 228. 5x8 RMT-1000 iMDD 700! » 850t 0.Og03, 0.08, 0.12216 0.04216€ 71731 7, 269! 269 6x9 RR-1010 I MDD 5001 700j 0.00031 0.081 0.122,4 0.1183 770.6i 54 269s 269 8 System 1 Heating Flow:» „ 189 „ Design Friction Rate: 0.127»»_ _ TEL Return: _ . 298.4 Cooling Flow; »704 �» _ Actual Frictio .Rate: 0.»127 TEL SupP1Y ._..._..__._...._...._____.._._....._...».._.......150.6 ...._... _. _.... __»....._.. ._.»._. __»... ..... _--w._--"...w._,...._._..._..».».....».».......-.-........_.»..--. _ . Fan ESP: 0.188 Device SP Loss: 0 TEL Total: 147.9 Fan SP Available: 0.188 Total Cumul tive SP Loss: 0.188 _ Return Loss Added to Supply;w 0 System 2 _ ..� ..� . _� w,.__ Heating._Flow W....._»........-......W.._..»500............- ...............-.........,..... Design Friction Rate: ......................_.........»0.1»87 Retum:..»_............_........_......_............................_»......218.7 ................_._..........»......... ..._».:. ....... .».._. ................ Cooling.Flow:................_...._._.. 2055 ..»... Actual Friction In Rate: 0.18 ,.__.....».... ... ...._-TE.....UP._P._iY..i._._._......__.......»........_......»__......._........»........-145.1 ..... _.»......................__.»»........»..._...._...._......_ ._.�. Fan ESP: 0.138 Device SP Loss: TEL Total: 73.6 _ . __ .. _ _. , .. w. . _ _. ___.... _ _ Fan SP Available: 0.138 Total Cumulative Loss: 0.1 Return Loss Added to Supply 0 ............_............................. _ .._..._ ..............._.. t..... ....................._ ......._... System 3, .__..._____ __.__-._.. __._ _._..__.. _._._.____ __............... _... Heating Flow,, _ ... » De c r € Ra 0.098 TEL Return: 114 Cooling ,Flow: 246„ „ _» Actu € e: 0.098 TEL Supply: »_ 0.9 _..m, __. . _ __._.»... _. _.. Fan ESP: 0.113 Devic P Loss: 0 TEL Total: 114.9 Fan SP Available: 0.113 Total Cumulative SP Loss: 0.113 Return Loss Added to Supper:» , 0 System. A • Heating Flow: _38_Design Fric ion Rate: 0.094 TEL _Return: 80.9 Cooling Flower „ 111 Actual Friction Rate: 0.094 TEL Supply_-____ 312 Fan ESP: 0.368 Device SP Loss: _ � 0 TEL Total: 392.9 _..._.___.._»._._...__.._._._.».»......_».._.......................__......_....,.»__........._....__._._.._.._.w.».-.__......_.»_»..-...W»w_......__»_.-......w._ __._..»...»............................_.......»..».». _..__...»..._..»_.._..........._......._..._......._..... .Fan SP Available 0.368 Total. Cum lat€ve SP.Lose �p 0.368......_»..............._...._......_ ReturnLoss .Addedto„SuP„PtY...m..... ........0 System 5 Heating Flow97 _ rt Design Friction Rate_ 0.069 _ TEL Return: _ 125 i Coolmg_Flow 402 Actual Friction Rate 0.069 TEL Supply- 612_2 Fan ESP: 0.506 Device SP Loss: 0 TEL Total: 737.2 ................._..............................................._..........._...._._..._..............................._.............................._.__._.._......_._...._._...I..._......__..._....._......_....__._._.....».__....__........................._...................._.......... ...._................_........... ....... ........... ...... .... ._................ ............ ......... .......... ................ ......._._..._..........._._.. Fan SP Available: 0.506 Total Cumulative SP Loss: 0.506 Return Loss Added to SuDoly: 0 Monday, June 29, 2009, 6:16 PM Duet Size Monday, June 29, 2009, 6:16 PM flf,' P6:SN L �1h�e1�. v'4� '415 VS" �ivvliY�nk YCC IS 15 4N.vl 4'Ntllll�hsi n hGY Y'1i�4:vlKCS��R. w N. i1FSl�iC �. t fNp System 11st FOoor:North Area Sumima Loads 1A-cb-o: Glazing -Single pane, operable window, clea�, 84 2,722 0 7,172 7,172 metal frame with break, u-value 1.08, SHGC 0.75 11 D: Door -Wood - Solid Core I 24 281 0 253 253 13A-3ocs: Wall -Block, board insulation only, R-3 board 949.3 4,756 0 2,585 2,585 insulation, open core, siding finish 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 364 1,037 0 495 495 board insulation, open core, siding finish 18A1-21c: Roof/Ceiling-Roof Joists Between Roof Deck 74.5 123 0 168 168 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 closed cell 2 lb. spray foam in 2 x joist cavity 20P-11: Floor -Over open crawl space or garage, Passive, 816 1,908 0 699 699 R-11 blanket insulation, any cover _ _ Subtotals for structure: 10,827 0 11,372 11,372 People: 6 1,200 1,380 2,580 Equipment: 1,000 500 1,500 Lighting: 0 0 0 Ductwork: 364 538 114 651 Infiltration: Winter CFM: 101, Summer CFM: 57 3,316 2,458 1,006 3,464 Ventilation: Winter CFM: 52, Summer CFM: 52 1,714 2,235 914 3,149 AED Excursion: 0 0 1,106 1,106 System 1 1 st Floor North Area Load Totals: 16,222 7,430 16,392 23,822 Owy Supply CFM: 704 CFM Per Square ft.: 0.863 Square ft. of Room Area: ;16 Square ft. Per Ton: 411 Volume (W) ofyyCond. Space: 10,103 A7tNiYll5i . �mmtl v41�'Fii Yt1Sit TFR(:`hili '� K Frc Total Heating Required Including Ventilation Air: 16,222 Btuh 16.222 MBH Total Sensible Gain: 16,392 Btuh 69 % Total Latent Gain: 7,430 Btuh 31 % Total Cooling Required Including Ventilation Air: 23,822 Btuh 1.99 Tons (Based On Sensible + Latent) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building usa and weather may vary. Be sure to select a unit that meets both sensible nd latent loads. I _ I Monday, June 29, 2009, 6:16 PM System 2 1st Floor. South Area Su majy Loads [� 1A-cb-o: Glazing -Single pane, operable window, clea , 617.1 19,995 0 36,239 36,239 metal frame with break, u-value 1.08, SHGC 0.7 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 1130.8 3,223 0 1,535 1,535 board insulation, open core, siding finish 13A-3ocs: Wall -Block, board insulation only, R-3 board 383.3 1,920 0 1,043 1,043 insulation, open core, siding finish 18A1-21c: Roof/Ceiling-Roof Joists Between Roof Deck 74.5 123 0 168 168 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 closed cell 2 lb. spray foam in 2 x 4 �oist cavity 18C-19: Roof/Ceiling-Roof Joists Between Roof Deck 228.8 350 0 187 187 and Ceiling or Foam Encapsulated Roof Joists, White or Light Color Tile, Slate or Concrete, White Metal, White Membrane, R-19 blanket or loose fill 20P-11: Floor -Over open crawl space or garage, Passive, 2097.8 4,908 0 1,798 1,798 _....._R-_ii._blanket insulation. cover __ Subtotals for structure: 30,519 0 40,970 40,970 People: 0 0 0 0 Equipment: 0 2,000 2,000 Lighting: 0 0 0 Ductwork: 944 1,522 299 1,820 Infiltration: Winter CFM: 211, Summer CFM: 108 6,969 4,652 1,905 6,557 Ventilation: Winter CFM: 67 Summer CFM: 67 2,209 2,879 1,178 4,057 System 2 1 st Floor South Area Load Totals: 40,641 9,053 46,352 55,405 nu� � Supply CFM: 2,05�5 CFM Per Square ft.: 0.979 Square ft. of Room Area: 2100 Square ft. Per Ton: 455 of Cond. Space: 30:93�4 Volume`` $(W) Y Total Heating Required Including Ventilation Air: 40,641 Btuh 40.641 MBH Total Sensible Gain: 46,352 Btuh 84 OL Total Latent Gain: 9,053 Btuh Total Cooling Required Including Ventilation Air: 55,405 Btuh o (Based On Sensible + Latent) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and her Cyv Be sure to select a unit that meets both sensible a lat d Monday, June 29, 2009, 6:16 PM I ';ts„Y, �Rl"fk .FFriJp"ff;. a .jtd�[�,�jy�0}yiiiFad t �;1`f__.G., rAa+..'+nYf'+� MIfJGGVi111%... ,rLkd N� ...4 ��514+e'�55, qq ,jp I Si j? `�ia ('� �? gttA 3 1, 1 t t4dH SAS �`zY<t�4 St} Si'�ifYT tt6g A l K11. System 3 Bedroom .1 Summaly Loads iY' Y 1 ivY ( ty,Y.,l3{�v[' b 4Ab _. SUtTEi 4uY f� tYL u 1. C A.( V ( 11 ki y' d IA-cb-o: Glazing -Single pane, operable window, clear1 40.4 1,310 0 2,389 2,389 metal frame with break, u-value 1.08, SHGC 0.75 13A-3ocs: Wall -Block, board insulation only, R-3 board 222.3 1,114 0 606 606 insulation, open core, siding finish 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 177.3 505 0 241 241 board insulation, open core, siding finish i SA1-21 c: Roof/Ceiling-Roof Joists Between Roof Deck 279.4 461 0 630 630 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 closed cell 2 lb. spray foam in 2 x 4 joist cavity I Subtotals for structure: 3,390 0 3,866 3,866 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 146 218 46 264 Infiltration: Winter CFM: 42, Summer CFM: 22 1,370 927 379 1,306 Ventilation: Winter CFM: 19, Summer CFM: 19 626 816 334 1,151 AED Excursion: 0 0 655 655 System 3 Bedroom 1 Load Totals: 5,532 2,361 5,740 8,101 Ny5 pp yg y}yyyy Supply CFM: 246 CFM Per Square ft.: 0.741 Square ft. of Room Area: 332 Square ft. Per Ton: 492 Volume (W) of Cond. Space: 3,1d6 Total Heating Required Including Ventilation Air: 5,532 Btuh 5.532 MBH Total Sensible Gain: 5,740 Btuh 71 % Total Latent Gain: 2,361 Btuh 29 % Total Cooling Required Including Ventilation Air: 8,101 Btuh 0.68 Tons (Based On Sensible + Latent) iV, iWqw A "4Y C.!" u„r m i Calculations are based on 8th edition of ACCA Manual All computed results are estimates as building use and Be sure to select a unit that meets both sensible and J. weather may va latent loads. Monday, June 29, 2009, 6:16 PM �qp9- �y » '. dm t��"$�l*a A " �` ��fi�t�t4m I b p d A �� b'� ��" �� t. ,�� , x ��:,. a„y`� 4ana�: shRrsn ' a�,�a�>ia�'s�+d'� e ti'"'� .��t�r�,✓ ,p System 4 Bedroom 2 Summaty Loads d Ai '..."^..+ 1A-cb-o: Glazing -Single pane, operable window, clear) 37.5 1,214 0 1,240 1,240 metal frame with break, u-value 1.08, SHGC 0.75 13A-3ocs: Wall -Block, board insulation only, R-3 boar 186.5 935 0 508 508 insulation, open core, siding finish 20P-11: Floor -Over open crawl space or garage, Passive, 10.6 24 0 9 9 R-11 blanket insulation any cover Subtotals for structure: 2,173 0 1,757 1,757 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 106 175 34 209 Infiltration: Winter CFM: 20, Summer CFM: 11 672 462 190 652 Ventilation: Winter CFM: 25 Summer CFM: 25 824 1,074 440 1,514 System 4 Bedroom 2 Load Totals: 3,776 2,112 2,881 4,992 Supply CFM: 111 CFM Per Square ft.: 0.459 Square ft. of Room Area: 242 Square ft. Per Ton: 582 Volume (W) of Cond. Space: 2,306 Total Heating Required Including Ventilation Air: 3,776 Btuh 3.776 MBH Total Sensible Gain: 2,881 Btuh 58 % Total Latent Gain: 2,112 Btuh 42 % Total Cooling Required Including Ventilation Air: 4,992 Btuh 0.42 Tons (Based On Sensible + Latent) Calculations are based on 8th edition of ACCA Ma ual J. All computed results are estimates as building use 4nd weather may vary. Be sure to select a unit that meets both sensible an latent loads. C;0 Monday, June 29, 2009, 6:16 PM ffl .fink. MCI S stern 5 Bedroom 3 Summary Loads uti 1A-cb-o: Glazing -Single pane, operable window, clear! 84 2,721 0 5,819 5,819 metal frame with break, u-value 1.08, SHGC 0.75 13A-3ocs: Wall -Block, board insulation only, R-3 board 355.9 1,783 0 969 969 insulation, open core, siding finish 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 180 513 0 245 245 board insulation, open core, siding finish 18A1-21 c: Roof/Ceiling-Roof Joists Between Roof Deck 307 507 0 693 693 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold -Color Asphalt Shingle,. Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 closed cell 2 lb. spray foam in 2 x 4 joist cavity 20P-11: Floor -Over open crawl space or garage, Pass ive, 215 503 0 184 184 R=11 blanket insulation, any cover Subtotals for structure: 6,027 0 7,910 7,910 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 139 203 43 246 Infiltration: Winter CFM: 38, Summer CFM: 20 1,266 857 350 1,207 Ventilation: Winter CFM: 21, Summer CFM: 21 692 902 369 1,272 AED Excursion: 0 0 63 63 System 5 Bedroom 3 Load Totals: 8,124 2,362 9,196 11,558 Supply CFM: 4d2 CFM Per Square ft.: 1.308 Square ft. of Room Area: 3 7 Square ft. Per Ton: 319 Volume (ft3) of Cond. Space: 2,917 Total Heating Required Including Ventilation Air: 8,124 Btuh 8.124 MBH Total Sensible Gain: 9,196 Btuh 80 % Total Latent Gain: 2,362 Btuh 20 % Total Cooling Required Including Ventilation Air: 11,558 Btuh 0.96 To (Based On Sensible + Latent) UMN Calculations are based on 8th edition of ACCA Manual All computed results are estimates as building use Be sure to select a unit that meets both sensible antl J. and weather may vary. latent loads. Monday, June 29, 2009, 6:16 PM � iti-ut2 'tf{ Afic nk.AS,Fc} YF ` L �cf�f ht frnP Aftft Sri>�fJb`T}. ?K ,15 #Fd 1 ✓r ",t Ti lv R.�. ,,. i _ � i Sl1, UA S E"SS�l:.Silh SSt S!SSS1 '�+'11 kt`�4i4SSSS� AS ttS SSSS,i.r S^1 _ 'L wr {� h N "�4 ''!SSn sttsi nv��e t.45�'au."§s. r±-.s t} muystpll� t�S vm tJAi1 Y0. k System 6 Bedroom 4 Summa Loads 4pt'.'` .�`. '.,. �...�, A,. r ... �r... .., P<1 ru.' SS�`Yi� ..��• YSs ;4- '� � 1A-cb-o: Glazing -Single pane, operable window, clear) 156.7 5,075 0 6,661 6,661 metal frame with break, u-value 1.08, SHGC 0.75 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 259.4 740 0 352 352 board insulation, open core, siding finish 13A-3ocs: Wall -Block, board insulation only, R-3 board 315.9 1,583 0 860 860 insulation, open core, siding finish 18.R1-21 c: Roof/Ceiling-Roof Joists Between Roof Deck 307.7 508 0 694 694 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 closed cell 2 lb. spray foam in 2 x 4 joist cavity Subtotals for structure: 7,906 0 8,567 8,567 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 184 271 57 328 Infiltration: Winter CFM: 51, Summer CFM: 26 1,674 1,133 463 1,596 Ventilation: Winter CFM: 15, Summer CFM: 15 495 645 264 908 AED Excursion: 0 0 1,387 1,387 System 6 Bedroom 4 Load Totals: 10,258 2,449 11,198 13,646 1 r < Supply CFM: 407 CFM Per Square ft.: 1.225 Square ft. of Room Area: 4 6 Square ft. Per Ton: 357 Volume (W) of Cond. Space: 3,8 7 H Total Heating Required Including Ventilation Air: 10,258 Btuh 10.258 MBH Total Sensible Gain: 11,198 Btuh 82 % Total Latent Gain: 2,449 Btuh 18 % Total Cooling Required Including Ventilation Air: 13,646 Btuh 1.14 Tons (Based On Sensible + Latent) µ r tt; �w . . u4;v 1 m�'e r t2', Calculations are based on 8th edition of ACCA Mar?ual J. All computed results are estimates as building use �nd weather may vary Be sure to select a unit that meets both sensible and latent loads.01101114�- Monday, June 29, 2009, 6:16 PM rt %rt crtLL.: t Jo-/ ��as �rc ff-r rr Chur'°�r a4fr E3 E Il ,y�� "YfRn ` r Y f fa Rtia eitaa{,yYd6,� RP ER:.d` s i aaSaasum*t Qrist i ti lai liMl�. ur'i fa-strSFaS4la1�tiJ,l� ., &6 7 �.�. `i``l. �h. `:J'➢a L.,»� .°,. �u�zL�S�,1�`.� ..»n,�»�..,a,� ., w».`.» .c.,,.:.... �.. S`P..�''.a�o ..,,.�maux S».»hh,.,.x,; __.Si'.�, t� w�,r-..$, '9T.; System 7 Bedroom 5 Summaly Loads ix`v - VIM, 1A-cb-o: Glazing -Single pane, operable window, clear, 21.8 704 0 732 732 metal frame with break, u-value 1.08, SHGC 0.75 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 190.3 542 0 259 259 board insulation, open core, siding finish 18A1-21 c: Roof/Ceiling-Roof Joists Between Roof De k 43.3 72 0 98 98 and Ceiling or Foam Encapsulated Roof Joists, I Spray Foam Insulation, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar aT d Gravel, R-21 closed cell 2 lb. spray foam in 2 x 4 joist - - cavit)/. —----..... _........ --............. _.-.................. __........ _................... __.__....._._..-.._............................. ......................................... ..........__........ --.......... -.._._-_...._.._.__..._...........- -- - -- — --- - - Subtotals for structure: 1,318 0 1,089 1,089 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 103 149 33 182 Infiltration: Winter CFM: 35, Summer CFM: 18 1,154 781 319 1,100 Ventilation: Winter CFM: 25, Summer CFM: 25 824 1,074 440 1,514 AED Excursion: 0 0 70 70 System 7 Bedroom 5 Load Totals: 3,399 2,404 2,410 4,814 Supply CFM: 9 CFM Per Square ft.: 0.320 Square ft. of Room Area: 28) Square ft. Per Ton: 698 Volume (W) of Cond. Space: 2,65 Total Heating Required Including Ventilation Air: 3,399 Btuh 3.399 MBH Total Sensible Gain: 2,410 Btuh 50 % Total Latent Gain: 2,404 Btuh 50 % Total Cooling Required IncludingVentilationAir: 4,814 Btuh 0.40 Tons (Based On Sensible + Latent) Calculations are based on 8th edition of ACCA Man All computed results are estimates as building use q1nd al J. weather may vary. Be sure to select a unit that meets both sensible an latent loads. I 091 Monday, June 29, 2009, 6:16 PM I +f.�u,` , A o. R. '%fb4 .,V"aA.7 S+ SG'�SS�. S �S'S'd 4',s.,,;;9514yIYS4}75'SWS� PSS,.iStSll:�,�li�"`j1�41i�5`S`.R �di.1S.1riFUli'N'x}r»-�•Si7�1�9�fY�1F'Iv,?\,S Y 1 ,�.,'t,M1w�»m`Y` ..,�y??!� , h.. v� i ik 4 h�.1 �y�Y'yi �1::�,. j�f�ri 'w^Y�.�.' �}r G�,:, mmy}�ZIN(ff'71�£ryr:�tV -tzXt.�. s�ll�¢�:. a,ll`�±�� ..;1 �•� �'"�tl��..;1: �11-,a�(t�;��1��4, $d�i,�`,.lt,��'Fkt„��. Ys l�ti3 t.iU}�1�4hiS%,S;�t1Sti,�jU.��.1 '. ?, F System S Bedroom 6 SummaW Loads x. 1A-cb-o: Glazing -Single pane, operable window, clear, 34.4 1,116 0 2,191 2,191 metal frame with break, u-value 1.08, SHGC 0.75 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 313.6 893 0 426 426 board insulation, open core, siding finish 18A1-21 c: Roof/Ceiling-Roof Joists Between Roof Deck 220.2 363 0 497 497 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar aid Gravel, R-21 closed cell 2 lb. spray foam in 2 x 4 Foist cavity Subtotals for structure: 2,372 0 3,114 3,114 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 116 181 37 218 Infiltration: Winter CFM: 28, Summer CFM: 14 908 614 251 865 Ventilation: Winter CFM: 24, Summer CFM: 24 791 1,031 422 1,453 AED Excursion: 0 0 772 772 System 8 Bedroom 6 Load Totals: I 4,187 2,227 5,056 7,283 Supply CFM: 2;1� CFM Per Square ft.: 0.958 Square ft. of Room Area: 2 0 Square ft. Per Ton: 362 Volume (W) of Cond. Space: 2,092 Total Heating Required Including Ventilation Air: 4,187 Btuh 4.187 MBH Total Sensible Gain: 5,056 Btuh 69 % Total Latent Gain: 2,227 Btuh 31 % Total Cooling Required Including Ventilation Air: 7,283 Btuh 0.61 Tons (Based On Sensible + Latent) Man, Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use weather may vary. Be sure to select a unit that meets both sensible a d latent loads. Monday, June 29, 2009, 6:16 PM \'bC 1�, J t,W ""'af. 33 3 / i �r 7%'f ^ Y b M m9 7! I Fr �✓ f£ IlnVf77 R{k7f'L U -. FYV/ 7. r .V3/H Vt. T' fT 3++r' a`rd7r.aN) 7 t .. rii . -+3r' � �74�at�R.RNN 4'NAlyt4,,�it�}M�P RaitfCl� a e' �>��iS,t�C2YA' G16 K� ;K6�R SS Kv r r - 25S {�.t\,.,,,,,`�t H' 1 •ihl�t0.\22'WSAKcGS Y-G CSS 10. L 4 �vt �5yy, 4 l !Mt/ .�5 ye� i\\11�F,MtW. uix 1�:.� � �., a .,.�auV .. ,. . ✓ �'a&,,..r.z,as t a. ?`._-.,,, e„.:. �, ...� ..:,,,.. _,,,�:" , ah ;' „ � r, v.suai w, . r �t �xe3 f , u»�-,- rv. r ur�....� r: .,1#i 3 stew 9 3rd Floor Summaty Loads s4 p r y s Yu 4�^ k `L � L ✓' Y. th„ffi w h .._ IA-cb-o: Glazing -Single pane, operable window, clear, 190.5 6,172 0 9,146 9,146 metal frame with break, u-value 1.08, SHGC 0.75 11 D: Door -Wood - Solid Core 95.9 1,123 0 972 972 13A-3ocs: Wall -Block, board insulation only, R-3 board 651.5 3,262 0 1,666 1,666 insulation, open core, siding finish 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 736.8 2,100 0 932 932 beard insulation, open core, siding finish 18A1-21c: Roof/Ceiling-Roof Joists Between Roof Deck 1796.6 2,965 0 3,952 3,952 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 closed cell 2 lb. spray foam in 2 x 4 .joist cavity 20P-11: Floor -Over open crawl space or garage, Passive, 138.7 324 0 108 108 R-11 blanket insulation any cover Subtotals for structure: 15,946 0 16,776 16,776 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 11,914 2,382 5,435 7,817 Infiltration: Winter CFM: 130, Summer CFM: 67 4,277 2,801 1,113 3,914 Ventilation: Winter CFM: 38, Summer CFM: 38 1,253 1,577 _ 626 2,204 System 9 3rd Floor Load Totals: I 33,390 7,160 24,411 31,571 , I ..:i h.., web"V. '�-.rvv l-'r` .o `.4.. ".: .. }. ._._. -. x . IP.. ., r. {U.. tf �C ..e9M ✓4. ' 'k -35u Supply CFM: 1,082 CFM Per Square ft.: 0.602 Square ft. of Room Area: 1,796 Square ft. Per Ton: 683 Volume (ft-3) of Cond. Space: 15,573 Total Heating Required Including Ventilation Air: 33,390 Btuh 33. Total Sensible Gain: 24,411 Btuh 7 Total Latent Gain: 7,160 Btuh % Total Cooling Required Including Ventilation Air: 31,571 Tons (Based On Sensible + Latent) 't " "rN.N1 "4C J, "i.K'Y xd. ADil '.i •• F 4'- ll mar �Lr� g Calculations are based on 8th edition of ACCA All computed results are estimates as builI k\Verd may vary. Be sure to select a unit that meets both se ads. Monday, June 29, 2009, 6:16 PM 7 Ow—vol" . FIR S stem 10 5umma Loads System SS 3p 141.6 4,587 0 7,549 7,549 1A-cb-o: Glazing -Single pane, operable window, clears metal frame with break, u-value 1.08, SHGC 0.75 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 306.4 874 0 388 388 board insulation, open core, siding finish 13A-3ocs: Wall -Block, board insulation only, R-3 boar 104 521 0 266 266 insulation open core siding finish Subtotals for structure: 5,982 0 8,203 8,203 People: 0 0 0 0 Equipment: 1,000 0 1,000 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 72, Summer CFM: 37 2,361 1,519 603 2,122 Ventilation: Winter CFM: 56, Summer CFM: 56 1,846 2,324 923 3,247 AED Excursion: 0 0 514 514 System 10 Load Totals: I 10,189 4,843 il),244 15,087 Supply CFM: 424 CFM Per Square ft.: 0.422 Square ft. of Room Area: 1;005 Square ft. Per Ton: 799 Volume (111:3) of Cond. Space: 9,547 Total Heating Required Including Ventilation Air: 10,189 Btuh 10.189 MBH Total Sensible Gain: 10,244 Btuh 68 % Total Latent Gain: 4,843 Btuh 32 % Total Cooling Required Including Ventilation Air: 15,087 Btuh 1.26 Tons (Based On Sensible + Latent) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use end Be sure to select a unit that meets both sensible an weather may vary. latent loads. Monday, June 29, 2009, 6:16 PM 1, 3 jj . th.., 0016 ••',�" Y+S tls. t ..0 SN K T ug n i »s;, vs,u3A ➢ �tY a 4 , - „,s � .,iu ,,.a. w 2 ty�^t., ��. j �`.4�'" �,�??�? i ,fl x_vdp?1a t�,`�'},v�ut +..,tad :s :»i' . . . nl, �irr�.a�„,. _ '�. �: Jf j _�F..-�� 7 R"'�v�c� , r�. rat} L�,�rt�y) ��`.' ', �� a Ya wvt �`SY� ^+ �• � System 1, Zone 1 Summmy Loads Average Load Procedure for Rooms °NO d 't- ' •' a Su a�.a�z.! �; "t= `d` �Se :�Fy2p � � ..�, •, 4 ni� ia � ,. yy 1A-cb-o: Glazing -Single pane, operable window, clear, 84 2,722 0 7,172 7,172 metal frame with break, u-value 1.08, SHGC 0.75 11 D: Door -Wood - Solid Core 24 281 0 253 253 13A-3ocs: Wall -Block, board insulation only, R-3 board 949.3 4,756 0 2,585 2,585 insulation, open core, siding finish 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 364 1,037 0 495 495 board insulation, open core, siding finish 18A1-21 c: Roof/Ceiling-Roof Joists Between Roof Deck 74.5 123 0 168 168 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 closed cell 2 lb. spray foam in 2 x 4 joist cavity 20P-11: Floor -Over open crawl space or garage, Passive, 816 1,908 0 699 699 R-11 blanket insulation, any cover Subtotals for structure: 10,827 0 11,372 11,372 People: 6 1,200 1,380 2,580 Equipment: 1,000 500 1,500 Lighting: 0 0 0 Ductwork: 364 0 114 114 Infiltration_ Winter CFM: 10 1, Summer CFM-;._ 57._......_...... 3 316__.__._ 2 458 __ .. __._._.._ .._.—.__.. __.. _...--._-.�---.---,_____ ___.__.._..�.._...__ 1 006.....____ 3 464 - —,___-- System 1, Zone 1 Load Totals: 14,507 4,658 15,477 20,135 Supply CFM: 764 CFM Per Square ft.: 0.863 Square ft. of Room Area: 816 Square ft. Per Ton: 486 Volume (W) of Cond. Space: 10,493 Total Heating Required: 14,507 Btuh 14.507 MBH Total Sensible Gain: 15,477 Btuh 77 ° Total Latent Gain: 4,658 Btuh Total Cooling Required: 20,135 Btuh o (Based On Sensible + Latent) T ' w C"`�;a `i, ,w� tt ' �'� �� n _ s,#`ARi. � . §v.y` '' �.i�.,., , : ,z ,y ' 1fi A�.. �' „�'"4 ,< _ �f"s - �S tom' �S4 �.N ` • Calculations are based on 8th edition of ACCA Ma ual J. All computed results are estimates as building us4and herko Be sure to select a unit that meets both sensible lat ads. Monday, June 29, 2009, 6:16 PM I , u idka RIM fir. try 1st r:rr m rr x W r.v Its ' 9 YcYl6 .I sri s ,za „ ,a ti ih irb *'� ':KM f�t't z�ss t � tit � i4ft�t S€ ttx. iYsF'i'i Aim wF 1`` �t $F Id andy i S €iY?c"YYAx �t , 8 d rtsss": r t � , . d1Cs YS mtd[^ � t til t i � v ,i System 2 Zone 1 -SummaT Loads Mvemge Load Procedure for Rooms 7 * i"' kry t � "r�iF7�t�d� `�� t s fibL� of �� i�� tr�Lb kni.!';":ritt�� F�`4 tCt � �7 �r ?.: �7" r rtc� w,.trr (jfRt+FS�{ �ri }Yr rTrt A t�+ ' ��t717' d' 7'� 7R r ,., i .v✓� �"�R� P , IA-cb-o: Glazing -Single pane, operable window, clear) 617.1 19,995 0 36,239 36,239 metal frame with break, u-value 1.08, SHGC 0.75 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 1130.8 3,223 0 1,535 1,535 board insulation, open core, siding finish 13A-3ocs: Wall -Block, board insulation only, R-3 board 383.3 1,920 0 1,043 1,043 insulation, open core, siding finish 18Ai-21c: Roof/Ceiling-Roof Joists Between Roof Deck 74.5 123 0 168 168 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 closed cell 2 lb. spray foam in 2 x 4 joist cavity 18C-19: Roof/Ceiling-Roof Joists Between Roof Deck228.8 350 0 187 187 and Ceiling or Foam Encapsulated Roof Joists, White or Light Color Tile, Slate or Concrete, White Metal, White Membrane, R-19 blanket or loose fill 20P-11: Floor -Over open crawl space or garage, Pas6e, 2097.8 4,908 0 1,798 1,798 R-11 blanket insulation, any cover Subtotals for structure: 30,519 0 40,970 40,970 People: 0 0 0 0 Equipment: 0 2,000 2,000 Lighting: 0 0 0 Ductwork: 944 0 299 299 Infiltration:_Winter CFM: 211.,,_Summer CFM: 1.08 6,969„_._.........__.. 4 652 1.,905....... ..... ... __6,557 . System 2, Zone 1 Load Totals: 38,432 4,652 45,174 49,826d $ Supply CFM: 2,065 CFM Per Square ft.: 0.979 Square ft. of Room Area: 2,160 Square ft. Per Ton: 506 Volume (W) of Cond. Space: 30,934 1111 Total Heating Required: 38,432 Btuh Total Sensible Gain: 45,174 B Total Latent Gain: 52 uh t, 9 Total Cooling Required: 26 'h 15 Tons (Based On Sensible + Latent) ' „', �.}� s�rNf� kk�1, OPEN Calculations are based on 8th edition of AC All computed results are estimates as buildinTsell weather may vary. Be sure to select a unit that meets both sensible and latent loads. Monday, June 29, 2009, 6:16 PM qq 1 ION WA0tN va Rooms' SysteM 3, Zone 1 Summajy Loads veWetoad Procedure for omj ( IN IMN;%w,191,I ... . M *OPIN ;Ni MOMV E '1mI fi IA-cb-o: Glazing -Single pane, operable window, clear, 40.4 1,310 0 2,389 2,389 metal frame with break, u-value 1.08, SHGC 0.751 13A-3ocs: Wall -Block, board insulation only, R-3 board 222.3 1,114 0 606 606 insulation, open core, siding finish 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 177.3 505 0 241 241 board insulation, open core, siding finish 18A1 -21 c: Roof/Ceiling-Roof Joists Between Roof Deck 279.4 461 0 630 630 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold -Color Asphl Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 closed cell 2 lb. spray foam in 2 x 4 joist cavily Subtotals for structure: 3,390 0 3,866 3,866 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 146 0 46 46 Infiltration: Winter CFM: 42, Summer CFM: 22 1,370 927 379 1,306 System 3, Zone 1 Load Totals: 4,906 1,327 5,406 6,733 Supply CFM: 246 CFM Per Square ft.: 0.741 1 Square ft. of Room Area: 33 2 Square ft. Per Ton: 592 1 Volume (W) of Cond. Space: 3,156 Total Heating Required: 4,906 Btuh 4.906 MBH Total Sensible Gain: 5,406 Btuh 80 % Total Latent Gain: 1,327 Btuh 20 % Total Cooling Required: 6,733 Btuh 0.56 Tons (Based On Sensible + Latent) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use �nd Be sure to select a unit that meets both sensible an weather may va latent loads. Monday, June 29, 2009, 6:16 PM i f r- u u� 5 yj q ,y��y R� � dTR,:� .�'4r W'n,..... .r �.2�ha.o✓slh..rtrc'F�FaYr.i�R.rr»r ,.��.rt:�r ��'.Gf�a��3 7?',`Y,R>t,:;. xa,?M+,�ftt k�f,'klt��li'.wa��s3 System 4 Zone 1 Summaty Loads (A a e. Load Procedure for Rooms . 1 A-cb-o: Glazing -Single pane, operable window, clea , 37.5 1,214 0 1,240 1,240 metal frame with break, u-value 1.08, SHGC 0.75 13A-3ocs: Wall -Block, board insulation only, R-3 board 186.5 935 0 508 508 insulation, open core, siding finish 20P-11: Floor -Over open crawl space or garage, Passive, 10.6 24 0 9 9 R-11 blanket insulation any_cover Subtotals for structure: 2,173 0 1,757 1,757 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 106 0 34 34 Infiltration: Winter CFM: 20, Summer CFM: 11 672 462 190 652 System 4, Zone 1 Load Totals: 2,951 862 2,441 3,303 Supply CFM: 111 CFM Per Square ft.: 0.459 Square ft. of Room Area: 24F Square ft. Per Ton: 879 Volume (W) of Cond. Space: 2,30i6 gg.:"r.' Total Heating Required: 2,951 Btuh 2.951 MBH Total Sensible Gain: 2,441 Btuh 74 % Total Latent Gain: 862 Btuh 26 % Total Cooling Required: 3,303 Btuh 0.28 Tons (Based On Sensible + Latent) M Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use �nd weather may vary. Be sure to select a unit that meets both sensible and latent loads. \Vill Monday, June 29, 2009, 6:16 PM ;5y•jj�: :tR d � -. RC Y tSit �' /YMy ' j{,�,}� 5,,yg�hppl .�` - 4 Z��y tck }S Y fS.(�'��.�' i yS ). �S Lit} S�`S.S'S�� Sj��S��S :.� L k 445 L}SS t�},i�LS� t R f�-SpIA 4�4/p 4 RW�apt }. yq��fi ' �,ro..,��>:=yyv}}x, t,x., xdn: army"y}y�,yr��pp��''.' Li .. SXxi`��. dl . System 5 Zone 1 Summaty Loads 6verage Load Procedure for Rooms z X ) t 11 u4 � �'%° _ !jd }Y` 0 00 { t�S �`•,w I r k y}r a r V a ''L .'n' go . 1i84 2,721 0 5,819 5,819 1A-cb-o: Glazing -Single pane, operable window, clear metal frame with break, u-value 1.08, SHGC 0.75 13A-3ocs: Wall -Block, board insulation only, R-3 board 355.9 1,783 0 969 969 insulation, open core, siding finish 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 180 513 0 245 245 board insulation, open core, siding finish 18A! "'21 c: Roof/Ceiling-Roof Joists Between Roof Deck 307 507 0 693 693 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 closed cell 2 lb. spray foam in 2 x 4 joist cavity 20P-11: Floor -Over open crawl space or garage, Passive, 215 503 0 184 184 R=1 I blanket insulation, _any_cover___......... _ _____........ Subtotals for structure: 6,027 0 7,910 7,910 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 139 0 43 43 Infiltration: Winter CFM: 38, Summer CFM: 20 1,266 857 350 1,207 System 5, Zone f Load Totals: 7,432 1,257 8,826 10,083 r , Supply CFM: 402 CFM Per Square ft.: 1.308 Square ft. of Room Area: 307 Square ft. Per Ton: 365 Volume (W) of Cond. Space: 2,911 Total Heating Required: 7,432 Btuh 7.432 MBH Total Sensible Gain: 8,826 Btuh 88 ° Total Latent Gain: 1,257 Btuh Of Total Cooling Required: 10,083 Btuh ns (Based On Sensible + Latent) } Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use a, ' eath may Be sure to select a unit that meets both sen i n� t loa Monday, June 29, 2009, 6:16 PM W i . �y� �k .F:P t-R#f.M'✓#R4 .£S.a * :gr,-� 5Y X f ffY YN. P'%' YY j1Ytfl f ' 1 i Sk }j SyP` }1Y4441,5 iL ttn R$,iitiY1"F11SZ4 .SkkV lxl� t1t�Y�}lfl�M1Si" k M1+TIMs�• f,{.. fl .. `i7 Y� i f Y 7 'f f ,� ,.. ;. . //}�� k .: rY- r.�t42 ! F `r4�e...��r!t ty�+•» S. 'fs,SII45 Afi 9 fl a* �d. A,4IIA5"-, :;., R . ;� . t,,CC 33' F,t vy� 2 a ?k 7 1? S.AAL,A ii��al ,�� y, .. �.t K1 :X.. +��t $ Y� ry;"t�t fiitiyil�slly,3yks tt, S.N151tY{' tip ..., i. K J .....r 'S"><t ....�:;. , System 6 Tone 1 Summaly Loads vera a Load Procedure for Rooms OM ets j�1 �} t'�k t�iU iV� - "S. k"'t"., 3$. Vu.. 4.✓ IN h.�. )• 1�€ X 's p�azcbiY 01, , pp �p St t1M 3�. "i' 71t4k L`'� ,��ry' aY}ry i. t #✓�'�, 7 { l t mm N r'%iriA.'L" ^A, a rx rrre a GrN r' F r n WT 1 A-cb-o: Glazzing-Single pane, operable window, clear' lear 156.7 5,075 0 6,661 6,661 metal frame with break, u-value 1.08, SHGC 0.75 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 259.4 740 0 352 352 board insulation, open core, siding finish 13A-3ocs: Wall -Block, board insulation only, R-3 board 315.9 1,583 0 860 860 insulation, open core, siding finish 18A1-21 c: Roof/Ceiling-Roof Joists Between Roof DT 307.7 508 0 694 694 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 closed cell 2 lb. spray foam in 2 x 4 joist cavijy Subtotals for structure: 7,906 0 8,567 8,567 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 184 0 57 57 Infiltration: Winter CFM: 51 Summer CFM:.26 . _......_..._....__......._........................_....... ............................_.._.............................._..._........_._................................_................. _.... ..........._.................. ......... _.......... ............... .. 1..,674_............._..._........._i..,i_3._.........._......_..............._463...._...__........_._...._1,596.... System 6, Zone 1 Load Totals: 9,764 1,533 10,934 12,467 r ';a .F b .zt. �.,.. p'Ym 2 .zY'.�u7r�d. Ff �i"�??k'. 7;hs' ,rt.ta.. t F'.t ✓.. rnr. H2�tYr�i "`�UYt�.,��„��r,t�� ' �7�#.., r�''��"`�,»�arn�r��. r .r� +��'�!. a,7' �YCt K�r�i., F,'i9.1 7"t ,��. .. r .,. � ;%a � �`w., , .�7...�7i Supply CFM: 497 CFM Per Square ft.: 1.225 Square ft. of Room Area: 406 Square ft. Per Ton: 391 Volume (ft3) of Cond. Space: 3,857 .�. ..... ., .�"�.w Total Heating Required: 9,764 Btuh 9.764 MBH Total Sensible Gain: 10,934 Btuh 88 % Total Latent Gain: 1,533 Btuh 12 % Total Cooling Required: 12,467 Btuh 1.04 Tons (Based On Sensible + Latent) Calculations are based on 8th edition of ACCA Man al J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible an latent loads. I Monday, June 29, 2009, 6:16 PM Sb 99i��jc��.7 t.��]�Y �{�j'�f��y �Yl�ty`�k p 4t t �' ��CIN'R0.iN. S rid! {+{j��✓iM*�f M+r�47�G I?�A li ttAXFF �y ✓� .�SY� ry 4 �it�t�S,�a�ry S � u1, li 11 fP � +�,{ rT i '`f;Y frNN+^ }}o ��}y�(' ��r �"•y� G�j� " y� � f'F3/�, il� { �wl.�l�iFi,n/utkkv. ,��`f��t�. t�' II.B Fi«.W w�rv�.�.vF' LfT�� W�'N�Xi�%��A ��tF�f/�(.!E y vJ ua7` a� System 7 Zone 1 Summaly loads very a Load Procedure for Rooms ✓�Y n iGS AhJy3, � �'4;5 � �� 4mY� ��1 vL �d S� �i �Msxa'i�� S & � k .ia. � � " � � .n. '+ _ `? . � i . `.nY iW., �,.:v.�i',, Jn � i'^R { ,5. ._,. �' 1'.% �y � # �� v °A'.�.�• 7ilW � SS, . „ m.Y ., .�lrt 1A-cb-o: Glazing -Single pane, operable window, clear .��{ .av ,. .. _, 21.8 704 0 732 732 metal frame with break, u-value 1.08, SHGC 0.75 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 190.3 542 0 259 259 board insulation, open core, siding finish 18A1-21c: Roof/Ceiling-Roof Joists Between Roof De k 43.3 72 0 98 98 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold -Color Asphat Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 closed cell 2 lb. spray foam in 2 x 4 joist cavi__...._.............................._....................._................._.........................._......_........_................_...................._..-------.._....._..._......._.............................._......................_._............._.._._..._........_.........._ ..........................._.... ty....................................................................._........................... _ ..._....._................. Subtotals for structure: 1,318 0 1,089 1,089 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 103 0 33 33 Infiltration: Winter CFM: 35 Summer CFM: 18 1,154 781 319 1,100 System 7, Zone 1 Load Totals: 2,575 1,181 1,971 3,152 Supply CFM: 90 CFM Per Square ft.: 0.320 Square ft. of Room Area: 280 Square ft. Per Ton: 1,066 Volume (W) of Cond. Space: 2,659 Total Heating Required: 2,575 Btuh 2.575 MBH Total Sensible Gain: 1,971 Btuh 63 % Total Latent Gain: 1,181 Btuh 37 % Total Cooling Required: 3,152 Btuh 0.26 Tons (Based On Sensible + Latent) Calculations are based on 8th edition of ACCA Man al J. All computed results are estimates as building use a d weather may vary. Be sure to select a unit that meets both sensible an latent loads. Monday, June 29, 2009, 6:16 PM ��(� if^'"'.' Y §� A lf� �l�i1l xtilN N fi !r1„1w�Tv4�It7 [ P t '�4A �n'r `}",. �, d {— .,' ntr, r 't+`. r r _.hlpn ,^,y. Nr. ✓,�„ F ��'. n-,.F �, h t k� . e rm sr trruYi� 7 U+tk1� m1 tr .� vtdlt�`' }lrhd)t.. .'i�t ) i'u Yn 8 } System 8 Zone l Summaly Loads Avera a Load Procedure for Rooms ^,. r .� ^�x. -:. >« t xv tt -� ��?` �"` n �,sF �" r ✓ tic s �� q�� r ':k y ae,� � � .� �.. i �i�, ».ar , 34.4 1,116 0 2,191 2,191 1A-cb-o: Glazing -Single pane, operable window, clearf metal frame with break, u-value 1.08, SHGC 0.75 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 313.6 893 0 426 426 board insulation, open core, siding finish 18A1-21c: Roof/Ceiling-Roof Joists Between Roof Deck 220.2 363 0 497 497 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 closed cell 2 lb. spray foam in 2 x 4 joist cavity Subtotals for structure: _ 2,372 0 3,114 3,114 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 116 0 37 37 Infiltration: Winter CFM: 28. Summer CFM: 14 908 614 251 865 System 8, Zone 1 Load Totals: 3,396 1,014 4,634 5,648 Supply CFM: 211 CFM Per Square ft.: 0.958 Square ft. of Room Area: 220 Square ft. Per Ton: 467 Volume (W) of Cond. Space: 2,092 h Total Heating Required: 3,396 Btuh 3.396 MBH Total Sensible Gain: 4,634 Btuh 82 % Total Latent Gain: 1,014 Btuh 18 % Total Cooling Required: 5,648 Btuh 0.47 Tons (Based On Sensible + Latent) �'w 4 .,- 4 c3 ,.-�.X'r% i ,nip d7it iff�� vas' `rk e i .n e+ a ;.' :. is�:. Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible anJ latent loads. cop Monday, June 29, 2009, 6:16 PM N. Y� Sk1l+wYG �jx?., y'�� ,.}�n„ma p. � he' lM�FM�t#.i 16i � Ft,3�i k 'T". � F"'..ay}•; aY �s .�.. ' C?�r2` � Y �}t � :-i # t*y iut _, X tt F`s �kt �Y t` .� � � g i «` 21iti t`� '.: ai Y�" �2Afl NkY Y f. t�`}� �u� �(i�T �"1. �'�� q 1`PSff� 1 t 'q} System 9 Zone 1 Summa1y Loads Avera a Load Procedure for Rooms xt,. , a�'w . � .. iA-cb-o: Glazing -Single pane, operable window, clear 190.5 6,172 0 9,146 9,146 metal frame with break, u-value 1.08, SHGC 0.75 11 D: Door -Wood - Solid Core 95.9 1,123 0 972 972 13A-3ocs: Wall -Block, board insulation only, R-3 boar l 651.5 3,262 0 1,666 1,666 insulation, open core, siding finish 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 736.8 2,100 0 932 932 board insulation, open core, siding finish 18A1-21 c: Roof/Ceiling-Roof Joists Between Roof Deck 1796.6 2,965 0 3,952 3,952 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 closed cell 2 lb. spray foam in 2 x 4 joist cavity 20P-11: Floor -Over open crawl space or garage, Passive, 138.7 324 0 108 108 R-11 blanket insulation any cover Subtotals for structure: 15,946 0 16,776 16,776 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 11,914 0 5,435 5,435 Infiltration: Winter CFM: 130, Summer CFM: 67 4,277 2,801 1,113 3,914 System 9, Zone 1 Load Totals: 32,137 3,201 23,784 26,985 , 'F»" ""» . _. 47E• __ S." _`� ems, 1 , n ,t "�7ta ,. 4 "' „ w r",k%, ", ., ru da ' _ F'-i,✓�7rtP , ,, k 'Y., _ �� _ 'h £ r. r , „t�, Y x ,3 , ;'t� r..r..a a „ �M. x. r ntN.'t?hRr�:,. , _ik t k 7 i;?1�� -,' E r ! .,`� d.d iaSt+N.a , . �'"w r 7R r��, ih,. r �A. t Supply CFM: 1,082 CFM Per Square ft.: 0.602 Square ft. of Room Area: 1,796 Square ft. Per Ton: 799 Volume (W) of Cond. Space: 15,573 i °'` Total Heating Required: 32,137 Btuh 32.137 MBH Total Sensible Gain: 23,784 Btuh 88 % Total Latent Gain: 3,201 Btuh 12 % Total Cooling Required: 26,985 Btuh 2.25 Tons (Based On Sensible + Latent) Calculations are based on 8th edition of ACCA Man al J. All computed results are estimates as building use Be sure to select a unit that meets both sensible an nd weather may vary. latent loads. M1 Monday, June 29, 2009, 6:16 PM �'�WQfw1 l.!!T.i.�V A.YAK•ff�M��` 'T!'*+'�t��`Y, .i py�( � t �nS Irtc s S)}y,gi.WikV...«�' ..41 �'..5 M, �SUkilk.1 1}UY1M1` .} h.S., ��54`,?�d 11YA Y ��Y Y !! r t egrett S1CI@RG� i 6 Xi t i R ittiii /JQ+.+IJr_ ' off A '� t ,FRumNsSR S stem 10 Zone 1 Summajy Loads (Average Load Procedure for Rooms 1A-cb-o: Glazing -Single pane, operable window, clear 141.6 4,587 0 7,549 7,549 metal frame with break, u-value 1.08, SHGC 0.75 13A-7.5ocs: Wall -Block, board insulation only, R-7.5 306.4 874 0 388 388 board insulation, open core, siding finish 13A-3ocs: Wall -Block, board insulation only, R-3 board 104 521 0 266 266 ._........................ open core,_siding_fi_nish ___.----....._.__...-.-.-- ------------..__.......__............._......___..._.._..._....._-......._.......__..._.._ Subtotals for structure: 5,982 0 8,203 8,203 People: 0 0 0 0 Equipment: 1,000 0 1,000 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 72 Summer CFM: 37 2 361 1,519 603 2,122 System 10, Zone 1 Load Totals: 8,343 2,519 9,320 11,839 t ,t ii �' � � ,. ., 7 a Supply CFM: 424 CFM Per Square ft.: 0.422 Square ft. of Room Area: 1,005 Square ft. Per Ton: 1,019 Volume (ft3) of Cond. Space: 9,547 Total Heating Required: 8,343 Btuh 8.343 MBH Total Sensible Gain: 9,320 Btuh 79 % Total Latent Gain: 2,519 Btuh 21 % Total Cooling Required: 11,839 Btuh 0.99 Tons (Based On Sensible + Latent) �WIFIII WIN ,�j Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to seiect a unit that meets both sensible anc latent loads. i Monday, June 29, 2009, 6:16 PM 1 i )fl p� a i c .�., .. rfisc � I h:�r R, "`".� .., xR§'°: Scer`�S+T•s G"Gf. St '�m��.. u�'t�""(jSv ti;, ��t�r�, �. .+� ,. ..x.. __.'�.y;_��c.,y3xr,. �h,6��yrvv .M1"�rggfy�c ,.. .„, .....'S$iie�' ;f System 1 Room Load Summ' a' r4 r � � A14'+ * P ➢ k. K')\'r � f � � } t ,�, � �y � �i � r�'�e Yl Skn) Y � ' �r , 7 Y i �t�` Y �� SU � Y 4 y ---Zone 1--- 10 Library 272 5,158 67 7,7 - 6,867 742 312 312 11 Theather 312 2,543 33 4,4 - 2,676 1,612 122 122 12 Electrical Room 47 797 10 4 - 925 157 42 42 13 Utility 1 st Floor 72 1,185 15 4 - 568 1,232 26 26 14 Storage 49 1,559 20 4 - 853 330 39 39 15 Cabana Bath . -- 64 3,266 42 ............. 7 - 3.589 __._.___....._.._585,_...__.,.._.._-163 _—_—_ 163 _. Ventilation 1,714 914 2,235 Duct Latent 538 S stem 1 total 816 1 ............................. y............................_.................................................._........................_......................---.......-_.............................. -. 189 16,392...__........__7,430......._..........._.-.704---....._..._704._ System 1 Main Trunk Size: 7x7 in. Velocity: 723 ft./Min Loss per 100 ft.: 0.133 in.wg Duct size results above are from Manual D Ductsize Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. S ». r H. t u d Net Required: 1.99 690/./ 31 % 16,392 7,430 23,822 Actual: 2.52 75%° / 25°� 22,650 7,550 30,200 Heating System Cooling System Type: Electric Resistance Standard Air Conditioner Model: Indoor Model: Brand: 4 RON AC Efficiency: 0% R Sound: Capacity: 0 Btuh e 0,000 Btuh Sensible Capacity: n/a 22,650 Btuh Latent Capacity: n/a 7,550 Btuh ARI Reference No.: n/a I 1439572 Monday, June 29, 2009, 6:16 PM r� .75 lib. � hhRrc. vY.Y ✓.�. . f"� �"T' ..,'(' .wnrZ9n•t(Yt f". 7'2#((rw& y l�iyyFl El. ��,� .�'� .fi „ty„„.,£g„! 'G,4�f .r"'..xLS G Y.`.`;?itS.✓'�L,�sA!'Ni,�A0.il. '%TI7 i' R�,`�'(' .`\'".t`S \`�pp .`,3pxze .. YC,..",7..:p,`/z`xi..�-i7L Y /.(.T,] (]��'+ -tll iv�l�i�.4'SSiN'M Sh'. d,+Ii.�1. KaS.M�K. ..$ fit.,,, g�Y$`EKCtr ttatacS'ISZt S'k4'StI LCC ttCG'S'S.-. SDI, .S Q'�AAiESSt1SS"571111KSs. fiM�"¢`;'..T`Q.`MR1N System 2 Room LoadSumm' a �� d i S 1 NY F� F.. 1✓' �t �t L i,.rN M � � t un.�:. � � f'_��nsn�� ' * ptl �p."'�wr+5:aa,.r�}�.�, p`' '°`l.' d SYS! �N 5. ` �.�� R � rrr ,r .r�-� •j � 4 y� 3`i 5✓.Aw 4 �`Sb �'�? ll R�,'R r �y t ' h � " 9�R E "7 , ,: t r �+ ' n ---Zone 1--- 1 Foyer & Stairs 453 6,695 87 9,9 - 10,947 596 498 498 2 Dining Room 256 5,773 75 7,7 - 6,949 908 316 316 3 Pantry 76 1,134 15 4 - 410 331 19 19 4 Butler's 88 210 3 4 - 75 0 3 3 5 Powder Room 31 74 1 4 - 26 0 1 1 6 1('itchen 311 3,179 41 7 - 3,542 662 161 161 7 Family Room 334 11,982 156 9,9 - 14,690 1,435 668 668 8 Morning Area 322 3,713 48 7 - 3,812 323 173 173 9 Living Room_._. 229 5,671 74 6,6 - 4,721 397 215 215 Ventilation 2,209 1,178 2,879 Duct Latent 1,522 Svstem 2 total 2,10040,641.._..__.._._....._._500_._..._......__.....—__. 46.352 9,053 2,055 2,055_ System 2 Main Trunk Size: 4x5 in. Velocity: 799 ft./nlin Loss per 100 ft.: 0.281 in.wg Duct size results above are from Manual D Ductsizel. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. r 7 ' �rreeaa ` ;,� pq � • .�7 �* - IN }� 1T.e ^ i -.� •SSA �� uu"8`i� + Y.4 �43 "* W.wb' F,< N,{`, N. �9.t.Y a k S u" n�4m� . .4 . ..o Net Required: 4.62 84% __:,,�., / 16% 46,352 9,053 55,405 Actual: 4.88 75°,6 / 25% 43,875 14,625 58,500 yw ^X l2tiS Ak'R ":. .. ,.... N •v. tLEr "i ' I�r�f ,11¢.kli y 4 Heating System Type: Electric Resistance S Conditioner Model: Indoor Model: Brand: Atab ITY 21 PURON AC 06SEER Efficiency: 0% Sound: 0 bels Capacity: 0 Btu ,- 58,500 Btuh Sensible Capacity: n/a 43,875 Btuh Latent Capacity: n/a 14,625 Btuh ARI Reference No.: n/a 1076929 Monday, June 29, 2009, 6:16 PM hft'✓:X✓N''Y�R�QE�YY�J S iy Y4 �p}��•gTawl�.� iw �"��'!'.[Y1,�fft1.��R Rt�:�aYR�, t1, �4l t�. ��Z�� .S��e%.�lZ��4 �d��'Rfi411 4Ct�4��R�t�� R S4tl"v5t ll l'tk �4Ku x dS��MIT�i. fklM�t7:A�STr�.�nF�4l�� System 3 Room Load Summajy ---Zone 1--- 16 Bedroom #1 245 4,009 52 6,6 - 4,778 1,158 217 217 17 Bath #1 71 886 12 4 - 611 169 28 28 18 Wic #1 16 10 0 11-4 8 16 0 1 1 Ventilation 626 334 816 Duct Latent 218 -------- -- -- _..._..._ Stem 3 total 332._._.._._.5,5 32 __.._ __._..__.5,740 2,361 _.— 246 246 �.._...._64 System 3 Main Trunk Size: 9x9 in. Velocity: 713 ft./m'n Loss per 100 ft.: 0.095 in.wg Duct size results above are from Manual D Ductsize I except where indicated otherwise. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. Indicates duct sized with Rhv�ac's built-in duct sizing rather than with Manual Dp Ductsize. �� iWt d ` � ' A •f:14.7�. a ., t X 6 ,`Wir,6 Xi.�rx "y � fi E. „'.l i X b ba .�dP -u r �, Net Required: 0.68 710% / 29% 5,740 2,361 8,101 Actual: 4.88 6% / 0% 43,875 14,625 58,500 Monday, June 29, 2009, 6:16 PM ,. ' p k �, � .._ y,�a �Yi td. F� b ,d �� µ ''lira'- ��tl.hl,�.,�,�` � ��1� � '�z�P`S tU1f l... } z . iS 1 �1�1 »>`ll�lrlil4 �`�'�1i �1 1t}�11� Sl}S)STa 2}11 it 4= ... 7t - F rd - ,y ifiiF hn � ' }� p� �.�.(y, �' �f ff `.� L17-�i pq(y, k %. `1fw`8S5FJ�"«£...:F '� �t�'�54�5�. � 9 1 ��F7k'� '� 'Ch Nt71 n m.hu , 4 �T YZis c tl t i` fi'.t t�`*�>;aS � � �ixaa�� ,Lm"...i�+Jka�z �., z... ,d'"a„k?1?a.!:t� v.�i4e av,. fls�.., SY} YC}ti.. �.:i. 'i'i5nnt{k}t� SSii ,S, t. i. '4, YtiYx",�t }t� C.. oM'c=; a:�- � ,s�,.rS�t ti' IC�� t,�� K�� 1�i`: l� :'��;,c � f! �' a z.�l :.�' t`� �a System 4 Boom Load Summary �:" �"� .Y1siI N ✓f 1 d � �m �� a - r r �: Y ' � .di�S t" 'hl f `SY t� ry`SWi.55 } d 'i?w� �+ S d d :: b A g � ---Zone 1--- 19 Bedroom #2 156 2,091 27 5 - 1,957 697 89 89 20 Bath #2 53 840 11 4 - 477 165 22 22 21 Wic #2 33 20 0 11-0 0 7 0 0 0 Ventilation 824 440 1,074 Duct Latent 175 4 total _ 242... 3,776 38 881 2 112 111 ill System 4 Main Trunk Size: 14x10 in. Velocity: 724 ft./min Loss per 100 ft.: 0.071 in.wg Duct size results above are from Manual D Ductsize except where indicated otherwise. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. Indicates duct sized with Rhvac's built-in duct sizing rather than with Manual D Ductsize. "zr 8 ��{4 . J��m� #H�r :` t�✓f� tt � r� "-� � �. . r..tr t�'wf�k't%`t"r .r..,t�'.��k `?H�� Net Required: 0.42 58% / 42% 2,881 2,112 4,992 Actual: 4.88 0% / 0% 43,875 14,625 58,500 I f Monday, June 29, 2009, 6:16 PM _r TPf 4 Z nSia i lH' q' ... 1 �iir» "r4 'P`�ri i) y is 4 4 41 4T+4'�*{,p y E F 5' S 0. L A n { ?:kS,y�Ss 4 p p(/ (+,.:n':..#'e:fkt'��f k's lif�`�. '�L`Y:lit` �1pTUii,(i'k Mi i rf.'ry .rye✓ xf "Yi 1i X"SkK F!r IN(rf X/Gy S Sh((��-'h'/' }yY 4. 4T9y F�v Y4I �N' t r �s, "af 62( 7 lUif+FSi 1 4E >� J 6x F System 5 Room Load'Summary ---Zone 1--- 22 Wic #3 26 417 5 4 - 232 72 11 11 23 Bath #3 66 1,912 25 5 - 1,540 282 70 70 24 Bedroom #3 215 5,103 66 7.7 - 7,055 903 321 321 Ventilation 692 369 902 Duct Latent 203 System 5 total 307 8,124 97 9,196 2,362 402 402 System 5 Main Trunk Size: 18x20 in. Velocity: 821 ft./rain Loss per 100 ft.: 0.049 in. Ig Duct size results above are from Manual D Ductsize except where indicated otherwise. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. 1 Indicates duct sized with Rhvac's built-in duct sizing rather than with Manual D Ductsize. Net Required: 0.96 80'°h /20% 9,196 2,362 11,558 Actual: 4.88 �0% / 0% 43,875 14,625 58,500 A Monday, June 29, 2009, 6:16 PM ,r ..., x« �ai� & m. ,..�" �,� `�"°` y�st �ak"s �... U„ ir<s Yc „� �Y ,`•~� y.�..s -. 1 System 6 Room Load Sum m" a tf ,"A�✓�T�.� .Y ` �� eU„ .�, (�4'a `��i h� "7 ,S ;' W , �i t�SiW�#i< - ,6 1� S$� i t� rr,�" 1.' a »,t " _��'. , '(c.HB,.�w 'ib, e • ��',R ��ii, �43` iwM1F .. ; , ri; 3i�i �,�..i �0. �.�...�ii'., � ,'"�+�a � � � �&, rJt, ---Zone 1--- 29 Bath #4 74 788 10 4 - 484 180 22 22 31 Wic #4 37 19 0 4 - 30 0 1 1 32..__Bedroom_#4..................--------......------295------8,.57....._....---..........._116.._.........._..............__8x$...__.._......-----..__--_....----10,420.._..__......._1.,353.._.._..--474__....-- 474_, Ventilation 495 264 645 _ Duct Latent 271 System 6 total 406 10,258 l 127 11,198 2,449497 497_ System 6 Main Trunk Size: 11 x9 in. Velocity: 723 ft./min Loss per 100 ft.: 0.086 in.ig Duct size results above are from Manual D Ductsize except where indicated otherwise. Runout duct velocities are not printed with duct size' results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. Indicates duct sized with Rhvac's built-in duct sizirig rather than with Manual D Ductsize. Net Required: 1.14 82%/ 18% 11,198 2,449 13,646 Actual: 4.88 % / 0% 43,875 14,625 58,500 CO Monday, June 29, 2009, 6:16 PM .r S stern 7 Room Load Surnrr�a .. � . ---Zone 1--- 26 Bath #5 (inside) 42 806 10 4 - 418 265 19 19 27 Bath #5 (outside) 36 75 1 4 - 103 0 5 5 28 Bedroom #5 168 1,694 22 5 - 1,449 916 66 66 --30.. Wic #5....__..............................._.. -.._.....__.._........._34__._......._._........_........_0...._........._._.._.......__._0...._.._......._..._.....0.-�...._.....__.._........_..._......_..............._0........__........_......- .........._..._......_.._.__ .._._.—__......_0... Ventilation 824 440 1,074 Duct Latent 149 System 7 total 280 3,399 33 2,410 2,404 90 90 System 7 Main Trunk Size: 4x4 in. Velocity: 810 ft./ni in Loss per 100 ft.: 0.328 in.7g Duct size results above are from Manual D Ductsize except where indicated otherwise. Runout duct velocities are not printed with duct sizl results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. Indicates duct sized with Rhvads built-in duct sizi�g rather than with Manual D Ductsize. 5 .k n Net Required: 0.40 50% / 50% 2,410 2,404 4,814 ,actual: 4.88 0% / 0% 43,875 14,625 58,500 Monday, June 29, 2009, 6:16 PM r�'.. � r yy�� N ..�.1 'i (g h, Y'G ktsi' '`F`{ l��mS"��i�5i��'��'W • �^�. a - , k��ra ' �o��i stz7i� s :r �,�i� ��su ��✓ast �s ,rz a� � � v. � sz � a a �,�fSC�w b .su pp §§ '� N ; � aatem � R®om Load Summa n> r •�fu r �7 �,R f. r rr err {��r ,,� apt � � �o qw c.�! ---Zone 1--- 25 Bedroom #6 220 3,396 44 12-6 537 4,634 1 014 211 211 Ventilation 791 422 1,031 Duct Latent 181 System 8 total 220 4187 44 5,056 2,227 211 211 System 8 Main Trunk Size: 12x16 in. Velocity: 812 ft./min Loss per 100 ft.: 0.072 in. Ig Duct size results above are from Manual D Ductsize except where indicated otherwise. Runout duct velocities are not printed with duct size' results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. 1 Indicates duct sized with Rhvac's built-in duct sizing rather than with Manual D Ductsize. Yv r ME, Net Required: 0.61 69°k / 31 % 5,056 2,227 7,283 Actual: 4.88 �0% / 0% 43,875 14,625 58,500 a Monday, June 29, 2009, 6:16 PM I l i- tl i. iS+Fi s,Y '�1 S Is5 v1}S� d 4F1 tl 4 tiSli iit Sit }}� i11'j��`� �,j�1 ,yjA {��l,•�q s ',� ,., � � � . {. �,. .;k �i�` �n.?Jf±.��„� s f � :U:r� �ii�z '•' .:.�+... :� , .. .. ,�`s'£i.�. l�D„ r�,�z,��, L.. G.�. �.� •n.+�aius,�' ,fin msYs a . �.,31'�. ,su�' s �sK� ,�, u�„��.::.... .. .. .... ... .. . .,..., ... ,,. „ ,,,,,,,,,, , ,,,, ,,, n .,,.. ,a „»., ,»» x ,, r -»r,.• ,, ,,.a s:.. ; .;a i � - ,u } „ t y � ... 1\ ,ka�,; �i ��' n� 1 t } :. r:: n, an�Y, ,.. : Y System 9 Room Load Summaty ---Zone 1--- 35 His Office 149 4,011 52 7 - 3,749 330 171 171 36 Her Studio 179 3,525 46 7 - 3,421 348 156 156 37 Hallway 3rd Floor 280 1,677 22 4 - 1,104 152 50 50 38 Strg. & Safe Room 54 141 2 4 - 153 0 7 7 39 Strg. 55 917 12 4 - 560 85 25 25 40 His Wic 2 112 1,783 23 4 - 753 290 34 34 41 His We 33 758 10 4 - 486 62 22 22 42 His Bath 133 2,312 30 5 - 1,593 254 72 72 43 Master Bedroom 431 9,009 117 7,7 - 6,882 940 313 313 44 Her Bath 223 5,419 70 7 - 3,804 419 173 173 45 Her We 22 59 1 4 - 64 0 3 3 46 Her Wic 125 2.527 33 4 - 1,216 321 55 55 Ventilation 1,253 626 1,577 - -- -Duct Latent....._.._..._......_._............................................ ............ ..---............... ............. .................................................. ................................................... ..... .................... _........................ 2,182_.._._............_..._.... ............_... ---- System 9 total 1,796 33,390 418 24,411 7,160 1,082 1,082 System 9 Main Trunk Size: 11 2x1 6 ind Velocity: 812 ft./min Loss per 100 ft.: 0.098 in.l g Duct size results above are from Manual D Ductsize except where indicated otherwise. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. 1 Indicates duct sized with Rhvac's built-in duct sizing rather than with Manual D Ductsize. a Net Required: 2.63 77% / 23% 24,411 7,160 31,571 Actual: 2.88 75% / 25% 25,950 8,650 34,600 Heating System Cooling System Type: Electrid Resistance Standard Air Conditioner Model: Indoor Model: Brand: F TY 17 PURON AC Efficiency: 0% 16 S R Sound: bels Capacity: 0 Btuh a 34,600 Btuh Sensible Capacity: n/a 25,950 Btuh Latent Capacity: 8,650 Btuh ARI Reference No.: n 1249608 Monday, June 29, 2009, 6:16 PM .r .... System 10 Room Load Summa --Zone 1--- 33 Stair & Hallway 936 8,343 108 6,6,6,6 - 9,320 1,519 424 424 2nd Floor 34 Utility Room 2nd 69 0 0 10-0 0 0 1,000 0 0 Floor Ventilation _ 1 J846------ _ 923 2,324 _...__ System 10 total 1,005 _ 10,_1.89,._.__._....__._108 ___.._....._._ 10,244 4,843 ._...._.. 424 _..__ 424 System 10 Main Trunk Size: 9x9 in. Velocity: 754 ft. min Loss per 100 ft.: 0.105 iWwg Duct size results above are from Manual D Ductsize except where indicated otherwise. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. Indicates duct sized with Rhvac's built-in duct sizi g rather than with Manual D Ductsize. ON RAW Net Required: 11..26 68% / 32% 10,244 4,843 15,087 Actual: 2.88 0% / 0% 25,950 8,650 34,600 Monday, June 29, 2009, 6:16 PM This Certification must be completed by ..' submitted in -duplicate with all applicati (single or multi- family), residential addi nonresidential structure. This CertificatiQ structural walls, columns or other compot further assistance, please contact the Bui St. Lucie County PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 Design Certification for Wind Load Compliance e project design architect or engineer. This Certification must be for building permits involving the construction of new residence a, any accessory structure requiring a building permit, and any shall not apply to interior renovations (provided that no exterior ats are being affected) and certain other minor building permits. For ag Inspection Office at (772)462-2172. Project Mme Negreiro Resid. OffceUse0n1. Permit Number Street Address 3712 AnAscosti.a Pl FtPierce FL Occupancy Type Construction Type Certification Statement: I certify that, to the best of my lmowl comply with the applicable structural County. I also certify that structural i loads and forces specified by current 1 Florida Building Code 20L 0 7 2. Building Design is: Enclosed: _ 3. Mean Roof Height: 55 4. Width of End Zone: 5.4 5. Building. Classification Table 1- 6. Wind Exposure Classification:_ 7. Components & Cladding Wind 8. Components & Claddin ind 9. Components & ddi d 10. Shear C i r t 11. con tinno oa providc 12. Are Compo ent and Cladding 13. Minimum Soil Bearing Pressor and belief, these plans and specifications have been designed to on of the Building Codes currently adopted and enforced by St. Lucie :nts depicted on these plans provide adequate resistance to the wind provisions. Used. (Please check or complete the appropriate box.) Edition with 20 09 Supplements and ASCE 7 -05 X Partially Enclosed: Open Building: toof Pitch: 4.1:12 Internal Pressure Coefficient: 0.18 Wind Speed: 140 (3 sec. gust) E II . C Table 16045 or Exposure & Height: 1.0 1+29-492+29-BQ3+29-1�F Zone 4 +53-5'$ +53-69PSF n Overhead Garage Door +4 7 - 5 8 PSF rture? Yes X No (if No, attach explanation) ' Yes x No (if No, attach explanation) :tails Provided? Yes X No _ (if No, attach explanation) Presumptive: X By Test: Piling PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief. Name: Fredrick D. PE Cert#: FL Eng 26694 Design Firm: The Shaffer Group, Inc Date: 06/23/09 COA 9316 SLCCDV Form # 020-00 Revised 2/27/09 (CL) I - �G� Q0- Q�CG �o; ,pro Dry c�`ebsr, 0 ova1.0 `nor°aa odd°; o PJPd`'�' per Min. wind Sec. 6.1.4.1 Surface Area (it') P'. (+GC, ., 15.51 1 1161 2 656 -26.71 \ 3 656 -18.58 4 1161 -29.38. 1E 529 13.02 21.94 2E 299 -17.49 -12.45 3E 299 -11.06 -6.02 i\ 4E 529 -17.73 -8.81 516 1 T 1691 5.65 12.77 -97 2T 954 -9.72 -5.70 36 3T 954 -6.76 -2.74 -25 -1t 4T 1691 -10.69 -3.57 -184 -62 Total Horiz. Torsional Load, MT 1 1211 1 1211 Design Pressures for components and cladding p = qhl (G Cp) - (G Cpi)] where: p = pressure on component. (Eq. 6-22, pg 28) Pmin = 10.00 psf (Sec. 6.1.4.2, pg 21) G Cp = e)demal pressure coefficient. see table below. (Fig. 6-11, page 55-58) i$�J5 ,, A 101 de ��,. i� r• Ja c CP + ` 'p op ' eta Qy e�'° r� got11 Qt°Q`�� °� GQ aQ qIf46 ° rd O C'! �,Q oQ tog : 'A:',°'y�• Ga h`� Q CW ' £, eao� oaa ti'1 s ii0 Effective Area(fe) Zone 1 Zon one 3 ect' GCp -GT4%cc, I - Cv Com . 1 21 0.44 -0. 0.44 1 -2. 1 0.94 \ I& 'S - Comp. 8 Cladding Pressure ( Psf 1 Zone 1 Zone 2 Zone 3 Zone 4 Positive Negative 52.59 -57.28 52 Positive Negative I Posiive Negative Positive Negative 28.83 -49.07 28.83 -80.49 28.83 -121,13 C o9 4z, Jtet�E TMF4&, Fredrick D. Shaffer, PE FL # 26694 T E SHATTER GROUP INC. yy�N9 7677 SW\Ellipse Way Stuart, FL 34997 Certification of Authorization #9316 doKshOws R Affidavit COUNTY Product Review St ucie County, Public Works Department ' Code Compliance Division The following products will be install d in the structure located at i`-Building Permit # 6 a -� a ' Owners Name 12.. Owners Address; yF, - Contractor . k�J,,4A 1 ; Contractor's Address Product *Product Rated Manufacturer Model Number Method of Attachment Design Pressures il Windows $ Fill in the rated w.nd design pressures listed by the manufacturer for each product listed 1st Choice to C-IAT' Mullions jFix—ed Glass 1st Choice 9(, Skylights 1+12 490 I MAX- I tt 141,8016-65 Glass (other) Butt Glass Glass Block +772, Plidmg Glass Doors 1 st Choice 2nd Choice Swing Type Doors I ,an lu 1 is a�11"�> �'' ✓ �I•,r 2nd Choice Overhead Garage Doors I I%CS`" 1 st Choice + Z — -7 7 2nd Choice cs.� [Roofing Material AsphaltlFiberglass , S VA A Metal Other I Choice I+. 7oZ —% 1114NOVA ! ► V I have reviewed the above components and cladding, and have approved their use in the structure to provide adequate resistance to the wind loads and forces specified by ur nt code provisions. Name: ,HA.R11,1/4 /Il I Signature Design Firm' ARCP1--t;5FG% S ;Cent. No.i 2�o�00_`%V202 �.>IDE TtyIee Off, O E S fER 3 i a`t April 10; 20€19 ` re: Negredo Residence Dear Marina: 1 Here are the wind pressures for the wind velocities since the higher pre: 140mph pressures and still be withil Wind Spew Window pressures Fixed Glass pressures Glass Blo& pressures Swing Type door pressures Shutters. Size: 1-10sf 10.20sf 20,Wsf Overhead Garage door pressures 80 sf Roofing Maria! Let me know if you have any Very truly yours, THE SHAFFER GROUP, ImC. Fredrick D_ Shaffer P.E. President e-mail: fSttaffbri@dmshaffergroup.com Fla. Reg. 26694 Ohio Reg_ No. 419M 09021 ltr001.WP1 fiLuRMCounr PAra BiE►CHCouNw 7677SW R i pm WaY 6671 W. Inmia mvuN Ro SURE W116 INC. SWAK FL34997--1795 JUPMR, FL334a6 PH:772 O.4990 PH.561.707.2441 Fax772220.IM Fax 561.7442475 e-mak am haffiM=p com �arious size openings based upon ASCE7-05.1 included bot sures may not be available in certain units. You can use the code, as long as it is so noted on the drawings. 1 160mph +72/-06 psf +691--90 psf +64/-82 psf +62/-77 psf +611-75 Page 1 of 1 140mph +561-74 psf +531-67 psf +491-62 psf +481--59 psf +471-57 psf MIAMFQ14DE BUILDING CODE COP PRODUCT CONTROL NOTICE OF AC( SHOP IDRA'vn/ING / SUBMITTAL RED ffllAM > $ U11Tx, DESIGN P�011`E3SIONAL DETEPMINArION RESPO SE No ExcopU ns liak nlor /) Rejected EST FLAG\ T, DNoterar�ings t7 ComlrenlsAMClted � �37�l Cast -Crete Corporation des+gn canceFt e: P.O. Box 24567 Design Rrofesslor allov. ,;e"dures tl Tampa, Florida 33623 correlating a9 qui performing tht .i for ch:c AD ctrdorwric© mth the shall net relieve the contrecttu itaftl Compliance wit► the Corilract [Wumr.mts nnr e from. The Contractor remains mQOnsible for details and accuracy confirr►uap and ities and dimensions; selecting ihbilcation processes; techolques of assembly; rk in a sate manner, and coordinating Ole work with all other trades. l[Z 1603 30-1563 SCOPE: THE SHAFF R GP ENGINEE ! C SULTANTS This NOA is being issued u dAtho."li tt®°V t rials. The documentation submitt 8'h�'"l5 a lewe y rams- a e ounty uct ontrot Division and accepted by the .Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the exp ration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or e AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quahty assurance purposes_ If this product or material fails to perform in the accepted manner, the manufacturer wi incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such roduct or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements ofth applicable building code. This product is approved as described here-, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch A APPROVAL DOCUMENT Drawing No. through 3 of 3, prepared by Craig Parrino, P and sealed by Craig Parrino, P.E., bearing th Notice of Acceptance number and expiration MISSILE IMPACT RATING: Large a LABELING: Each lintel shall bear a perms County logo. RENEWAL of this NOA shall be consider change in the applicable building code negat� TERMINATION of this NOA will occur of materials, use, and/or manufacture of the pro( product, for sales, advertising or any other p� with any section of this NOA shall be cause f ADVERT1tLSF,MENTz The NOA number pr the expiration date may be displayed in adver be done in its entirety. INSPECTION: A copy of this entire NOA I ] and shall be available for inspection at thejoil ob This NOA revises & renews NOA # 03-0605 & E-3 as well as approval document mentiorie The submitted documentation was reviewed ib, "T Cp2� z, gh Strength Precast and Prestressed Concrete Lintels FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 S., dated June 7, 1996, last revision dated February 17, 2006, signed Miami -Dade County Product Control Revision stamp with the date by the Miami -Dade County Product Co of Division. id Small Missile Impact vnt label with the manufacturer s to and the Miami -Dade after a renewal appl' be . filed and there has been no T affecting a pe an o , is product. r the a i o date o ere has been a revision or change in the Psticof this NOA as an endorsement of any ally terminate this NOA. Failure to comply �.Puseemoval of NOA. by the words Miami -Dade County, Florida, and followed by sing literature. If any portion of the NOA is displayed, then it shall iall be provided to the user by the manufacturer or its distributors site at the request ofthe Building Official. 05 and consists of this page 1, evidence submitted pages E-1, E-2, I above. E�lmy A. Makar, P.E. 117/ NOA No 06-0222.01 Expiration Date: 05/21/2011 Approval Date: 05/25/2006 Page 1 Q Cast -Crete Corporation 1. EVIDENCE SURMtTTED A• DRAWINGS PREVIOUS APPROVAL #96-0613.01 1• Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" prepared by Craig Parrino, P.E., d ted 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titld "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet I of], both drawings signed �nd sealed by Craig Parrino, P.E. B. TESTS L Test report on flexur Models, total of (36) Applied Research Lc sealed by Christophe C. CALCULATIONS 1. Calculations for Cast by Craig Parrino, P. I 2 Calculations for Cast - Craig Parrino, P.E., D. MATERIAL CERTMCA I. Mill Certified Inspeci Southdown Brooksvil 2 Mill Certified Inspect by The Crispin Comp 3. Mill Certified Inspect by The Crispin Comp 4. Mill Certified Inspect Ameristeel, S Mill Certified Inspect,' Birmingham Steel Coi 6. Mill Certified Inspect Birmingham Steel Co; Mill Certified Inspecti Birmingham Steel Cor 8. Mill Certified Inspect' Birmingham Steel Cor testing on Precast and Prestressed Concrete Lintels Filled rncrete lintel specimens, perASTME-S29-94, prepared by ,ratories, Report No. 29702B, dated 07130197, signed and 1. Hamon; P.E. Crete 8-inch Lintels, dated 06106196, 349 pages, prepared , signed and sealed by Craig Parrino, P.E. 2rete 8-inch Lintels, dated 11111196, 45 pages, prepared by fined and sealed by Craig Parrino, P.E. n Report Silo 44 dated April 1996 for cement by Cement Laboratory. 11 Report 420--8275 dated 06120195 for prestressing strand Report #20-8345 dated 11113195&A&essing strand Report #2111-078240 dat 0 6 forrebar by Report 98196 dat 9/96 for #5 rebar by dated 01128196 for #4 rebar by 49 dated 04105196 for #5 rebar by Report #84 M19805 dated 03106196 for #4 rebar by Helmy A. Makar, P. E. Product Control Examiner NOA No 06-0222.01 Expiration Date: 05/21/2011 E-1 Approval Date: 05/25/2006 Cast Crete Coraoration. - 9 Mill Certified Insl '. Birmingham Steel 10. Mill Certified Insp ' . Birmingham Steel 1L Mill Certified Insp Birmingham Steel 12. Quality Control M 05114196. 13- Quality Control M 2. EVIDENCE SUBMITTED A. DRAWINGS 1 • None. B. TESTS 1. None, C- CALCULATIONS 1 • None. A MATERIAL CERTIFICA 1. None. 3. EVIDENCE SUBMTTED A. DRAWINGS: 1. Drawing No. FD8, tit Prepared by Craig Pa 2003, and Drawing N I & 2 of 2, prepared I March 24, 2003, all d B. TESTS: L Test report on flexure (12) concrete lintel sl Laboratories, Report Christopher A. Hamo n Report #84-M21208 dated 04121196 for #i4 rebar by Report #84 M20652 dated 04103196for #5 rebar by Report #84-M20749 dated 04105196 for #S rebar by 'for Cast -Crete Machine Made Precast Lintels dated for Prestressed Products dated 03120195. PREVIOUS APPROVAL #01-0209.03 PREVIOUS t"Wation Details", sheet I of 1, d 7, 1996, revision #2 dated January 28, ete 8"Lintel Safe Load Tables", sheets n _ _ u� u. rams, r-p—, aarea June 7, 1996, revision #5 dated are signed and sealed by Craig Parrino, P. E. testing on Precast Concrete Lintel Filled Models, total of cimens, perAS'TME-529-94,•prepared by Applied Research 10. 30404B, dated 04123/03, signed and sealed by P.E. �ffemyyA.Makarp.& Product Control Examiner NOA No 06-0222.01 Expiration Date: 05/21/2011 E - 2 Approval Date: 05/25/2006 Cast -Crete Corporation C. CALCULATIONS: L Calculations for Cap Lintels, dated May 2 Prepared by Craig P D. MATERL&L CERTIFICA L Quality System Manz May 1, 2002. 2. Cast -Crete Quality S 4. NEW EVIDENCE SUBP A. DRAWINGS 1• Drawing No. FD8, through 3 of3, pre, dated February 17, B. TESTS 1 • None. C. CALCULATIONS 1 • None. D. QUALITY ASSURANCE I • By Miami Dade Buil E. MATERIAL CERTIFICA 1• None. F. OTHER 1. Letter from Cast Parrino, P.E. �rete High Strength Precast. and Prestressed 8-inch 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, rind, P. E., signed and sealed by Craig Parrino, P. E. for Cast -Crete Machine Made Precast Lintels revised on Manual for Prestressed Products dated 2002. "Cast -Crete 8" Lintel Fabrication Details" sheets I by Craig Parrino, P.E., dated June 7, 1996, last revision signed and sealed by Craig parrino, P.E. Code Compliance Office. v j co led 20, 2006, signed by Craig Helmy A. Makar, P. E. roduct Control Examiner NOA No 06-0222.01 Expiration Date: 05/21/2011 E - 3 Approval Date: 05/25/2006 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS Is,M! - I' S I ::_ �,; i rryfri;• .— "'1'�.-.,•� ... :: . .; ��- �t:,x ;tii�-.. ill`s� ;'_ i :l,e�;::_;r ..I�:�ili¢:��,; •li0!LI"a�:?�Lii `r=''_:_3!!pI,•�I-- IIL-,: ;,.. - TYPE "A" STIRRUPS 7/32"A BAR STIRRUPS \ STIRRUP DETAILS -- 3WL IITt�-s 3/0 22'-0' OB00 811 7 32 BAR IB ]O 7/32 BAR 0.219 a93 7 2 8 R 18-30 7/32 BAR 8" PR T I, SS DO U— T L DA - 0,104 - . - ,1 -s ro NeBAfl 12'-2• ;-° -- 0f t 9 11 -3 REBAR 11 -D S -D 12-0.110 EBA 11 -11 /3 flEBAR +e 3-0 1S' 0.122 460 D BAR /3-3 /3 REBAfl �T�TE SREL ffNgiN5g VO VME Wf( YT " O+ 3 REBAR - 7 J2BAR NG 3'-a' 2'-r 4'- 4 J'-0" 0.0.7a "146 svACIMO H A -0-4• S-0 3-0 I L 0.129 / AR 1! -11 3 flEBAR 13 -a J -D 4 3-0 4'-6' 3'-t^ 0.037 REBAR - 7 32 BAR 3'-10' N A t a B F NIS PROPRIETARY INFORMATION IS PROVIDED FOR PRODUCT APPROVAL R IS 8 OTECTCD BY COPYRIGHT UWS AND CANNOT BE REPROQUC[D OR DISTR19UTm a RI10IR THE PRIOR WRITTEN CONSENT Of FECP CORPORATION t- 3-10 a- a -a t-6 a-/ 0.04 0.05t 3 BA a-2 a-0 N A N A e'-0• 9-a' 6'-4 e'-4• 0.060 243 0.07e /4 AN r3 BAR /3 All 6'-10- N 2-D• f N • r s T1TE L• Siu-ars ALL 1 1t laths 1YTE 'r saEsays Au OTIto1 IaIIiLT M _-_ .-,...'-11„— —M Ai1101 03. 14. a. NOTE, THE TOTALHUMS J1 OP STIRRUPS p OK� O A: TIM PA 7/16 ItKN REOUJUM 14 COUNTED STAl Pill EACH EMESSM ASTM A410. [�Or THE 111011 RCINO CAGE: 1 E.M,, - NO, 01 STIRRUPS - 4, THEN THE TE SIRENOIN&PR - Ill PSI FOR r SSED 11NTELS/ f O 3300 Psi FOR ALL a MCH 1R/1EL5, FORCE - 0,70 R IN. L3. RTJNFORCOJP CAGE MODEL SHOMS 4 STIRRUPS 82eP9Ul Of POLYPROPYLENE FIBEpS PEARPRESTRESS CU.YD.OFCONCRETE WYO ITpENO1Th PRE3TRRSSED OF PRESTRESS[D 11XTELREINFo TO RESIST 4111N0 APO NANOlINO - S00 FORCES, S S S 1 1 ' �c.T,ry- eaolsucreavas�o ��C�A71A AY9i'21P�$S CRAMPARRINO Atxepf:ml,fYo06- P to Z III �j =4 CR 679 u SEFFNERA 33W nimmL aade 04 CoahTd J FL. P,E. LIC. N0.44768 • DJ,blan ME CAST-•CRE'iE 8" LINTEL FABRICATION DETAILS FEE RA4E' D85UB1.D30 OATFa 06/07/96 MUM JOHN HOT CREC100 BTI CPM PAWN. Y.E -Ova. SGIEi NOT TO SGLE " SEE SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U LINTELS 8' SAFE LATERAL LOADS FOR PRECAST 8 PRESTRESSED U•LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT C��F SAFE LOAD �� Tvoe1 PI C LENGTH 8U8 18„-IB "'°� wawa t1F24-oB am-DB 8FJ2-aB eFe-fe Bf12-1B aF16—iB BFM-18 SF24—IB BF28-1B 8F32-1B LENGTH TYPE 8U8 _ 8F8 EIIU+ 2'-10'(34' PRECAST 2231 3069 480.5 8113 7547 8974 f0394 11809 3069 4605 6113 7547 8974 10J94 11809 1293 1642 2135 3'-6' (42' PRECAST 2231 Jo69 ills 5163 6607 8054 9502 fo95t 4'-0" (48") PRECAST 3069 z56t 4605 2751 oils J82D 7547 4890 8974 5961 10394 7034 11809 1025 1024 1830 4'-6" (54') PRECAST 1966 2593 1969 4605 21to 6113 x931 7547 3753 as74 to3s4 8107 11aos 765 763 1365 1599 2189 4375 6113 7547 4576 8672 5400 f0294 6224 11809 592 591 1057 5'-4" (64') PRECAST 1217 1s4s 1438 199A 2560 3123 3685 4249 5'-10"(70') PRECAST 1693 11os 3090 1174 5165 1&11 7547tN 2os0 7J42, 2549 87334 3009 f0i27„ 411 411 734 1062 1451 2622 4J60 nsat 8036 7191, J4la BJ2B 340 339 607 6'-6" (781 PRECAST 90$ 1238 12M tin 21n J48o 3466 3Q71 53a1 J701 8J60 4383 10J9- aosl 8825 507 721 483 7'-6' (90� PRECAST 743 toff 1729 1729 zw2 2661 220s J898 2ssa 5681 3191 507 saes 6472 , 424 534 357 10'-6"(1261 PRECAST 475 5J' sad 1247 20 i 1'-4" (136') PRECAST 362 eu 1533 20 1366 IB 12'-0"(144*) PRECAST 337 5 945 1366 18 254 1FN (1601 PRECAST 296 b 471 75 54 161 1075 fa: 14'-0' (168' PRECAST 279 411 424 755 106 ..706 1015 14i 132 _ 14'-8"(176') PRESTRESSED N.R. 442 NR - NR J2 NR. F 15'-4'(184') PRESTRESSED N,R 458 NR 703 NK NR 17'-4° (208°) PRESTRESSED N,R 412 NR 710 NR Nq 19'-4' (2321 PRESTRESSED N R 300 NR 548 NR 9 � 132i N NR 21'-4`(256') PRESTRESSED N,R 235 NR 420 NR T50 - NR 22'-D' (264") PRESTRESSED N R. 180 NR J40 NR 598 t5 NR nR - t65 315 550 764 24'-0"(288") PRESTRESSED N,R, NR NR NR NR () THE NUMBERS IN PARENTHESIS ARE 2PERCENT REDUCTIONS FOR CR40 FIELD ADDED REBAR. SEE NOTE NO, 4 - SHEET 3 OF 2'-10°(J4°) PRECAST' 3'-6° (42°) PRECAST 4'-0° (48') PRECAST 4'-6" (54') PRECAST 5'-4' (64� PRECAST 5'-1p"(70") PRECAST 6'-6' (78� PRECAST 7'-6' (907 PRECAST 10'-6° (126') PRECAST 284 401 178 11'-4'(136") PRECAST 260 452 152 12'-0"(1441 PRECAST 244 402 135 13'-4° (160") PRECAST 217 324 i 09 14'-0"(1681 PRECAST 205C25982 14'-B" (176") PRESTRESSED N,R., 15'-4'(1841 PRESTRESSED N.R.17'-4"(205°) PRESTRESSED N.R.3 19'-4"(2321 PRESTRESSED N.R, 148 51 21'-4'(256') PRESTRESSED N.R, 125 42 22'-O'(2647 PRESTRESSED N.R. 116 39 24'-0" (288') PRESTRESSED N.R. 91 33 + SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS C�C�n SAFE LOAD -POUNDS PER LINEAR FOOT PRECAST LENGTH _— 2'-10°(341 PRECAST 3'-6° (4 ECASf 4'-0' (481 PRECAST a'•-s" (54' PRECAST 5'-4° (64") PRECAST 6'-10°(70") PRECAST 6'-6" (78" PRECAST 7'-6' (90°) PRECAST 10'-6" (126') PRECAST OF 5J(1 552 914 1185 1458 Y 1732 2001 11'-4"(1381 PRECAST 530 au 686 aes 118J 788ry 1526 10340 1865 1272Y 7104 1510 2544 174S 12'-0'(1441 PRECAST 494 470 599 441 1028 723 , 1422 936 17]B 1151 2053 1366ry 2365 1582 .. 16'PRECAST 13'-4"EW-O"(16sj 470 418 543 928 1349 783 1649 1948 2247 321 PRECAST0 428 455 770 1145 1144 1718- 1993 RESTRESSED3z3 420 709 6t9s7s 11694 1954 11xs RESTRESSED 224 �s09 1625, 1874 1052 PRESTRESSED 230 t87 3641562f 255 {04 52o a37 , 754 1601(298) 6•Tz 19'-4'(232' PRESTRESSED 192 152 367 222 506 347lsas 7J2 99J 1268 ad 1470 746 21'-4"(256') PRESTRESSED 165 lax 281 Ise 424 3osss71„ 816 &11 1057 1225 654 22'-0°(2641 PRESTRESSED 142 137 230 192 369 295 5S1 37a nl 713 481'i 903 „ 5a5 n 1046 � 629 i 24'-0' (288') PRESTRESSED 1J7 124 221 175 354 -267 f 5U9 341 691 418 891 , 491 997 566 124 200 J16 450 (�) THE NUMBERS 600 756 87S IN PARENTHESIS FOR GR40 Fl ADDED ARE PERCENT REDUCTIONS SEE NOTE N0. 4 rRocpca•zrvlslrrt • f a CYmpl91Y� ttl6� li°I $iS+'tiifd NukNugl'c4o 10 PARp p C>324CR579,��10.06 a�n>„•�+ riot' o f 6r4il�1snik�7°jz��ol/ SEFFNER, FL $3564 Ro' " F1. P.E. UC. N0.44768 nttaa;t ° UfvK{oY =faro,: 91_tqmm202,t CAST—CR�-Tr'8�° LINTEL FABRICATION DETAILS I J ® me NIiNFa dtSWIJRK+� 'q'MKI 9'n JOtBt Nor SC11b Norm 9GOE dAiE: 64/07/86 Offf7M Bti CRAq PARdN0. PE — Hd. N0. H738 BIUIYWG Na ida 9rtEr1 flfa • t t SAFE GRAVITY LOADS FOR 8" PRFCART wT 9++ ncreee nw..a, .....,__. agrE LATERAL LOADS FOR 8" PRECAST wT V arrmat nnno i i i r --' PLF LENGTH TYPE 8RU6 8RF6 R. CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (541 PRECAST 694 693 1249 5'-B" (68") PRECAST 408 407 734 5'-10"(70°) PRECAST 382 381 687 6'-8' (801 PRECAST 595 788 510 7'-6° .(90' PRECAST 509 674 393 9'-8" (116') PRECAST 370 490 227 vU7 snz. reumutn o IN MKWTHESIS ARE PERQ REDUCTIONS FOR 4 SEE NOTE 18 GR40 FIELD ADDED REBAR. SEE NOTE N SzENERAL NOTES 1) Materials: - Pe B' precast Intel . 3500 psi 14 Untels are manufactured with 5-1/2' hssg t,*hes at the ends to amomodat0 wetiml am MworcIg and groutiq. - fa Prestressed lintel o 6000 psi - ro grout - 3000 pal .10h admum 3/g irrdh • g - «mrrfets mown a ib (C1tU� r AS1G C90 net I3) iM exkdor surface of fields inatew in exterior mncret, no.ryy shale shall hm a mating of alVccO aPP9ed U OWDSI nee with ASM C-926 or piMr appovad moung. mmpes myth 11f00 psi - nbar pv ASM AB75 made 60 - Presrsm1.- alsmld ppaar ASNI A4f8 Grose 270 la. madar Pa ASTM G270 Type M or S 14) k�essh iIW baelmWlanroady rOh vefiul (9.M1)' w TAft) and horiEmw _(laterc� dwAO tar the mmbined badm8 el the fol a g aqua 2) M sofa loud tabled paged on mYshxsm 4 inch nam(nd bee bW Il aw and a06 ms,t b .cea rar fuloads 20E ApOed vertical bad ttl haitonlaf tool Safe verticdl load + $9h horizontal load 15) For is p 6 I/2 inches. 9 n9b le less than mwpeuto ants hdghto Pat s —, m wato load from nor, lacer holgh1 darn. 3) PWAIG full mortar bed and head Iottte. r•de I MUM not MOOR% ode safe load Gun next IMMt k%th sharer. 4) The rmbef in Parenthesis Asfnatee the DK�t rWuc9on for 17) am supsdmposed allowable loads, 9 rode 40 field added raba. Fasgmpla 7'-C lbtd &32-16 safe yy m ly bad . 6s472 { a w/ 15S raducGon 4 6472 `.95) . Not of 1B) re' rod l L lobe a Na Grdd SoeYdcotch pel9pi by ProvMhg addtimal ommdens 7 5) NI 9ntels meet or waged 360 daflaetloP. .I;zofg69a; fRstresd Gn {"do6y0yp 6F8 17 -4' and lager meets floovaen Ito Use b r=11 Onndiillc rreaft the Fulda Bd*g Code Sectiane 1610 or 1612 as appr.W 6) Shore filed Tntab as rawirod. 7) Qne +7 rsbar may ba eubsbtuted for too 15 rebore. ''. ''. F'm•1500p6{ 8) Indlelia6an/oQahment of GntN trust wmpty .Uh 1M archdachrrai and/br at odu al doaments, •' + '� 9) The designer may .mivale concentrated bads from the safe load tables by wkufa8ng Ue m""M reellUng moment and shear at d-away Man the :.• �.. •.. .. •'• SEE SAFE IA1ETiAL LOAD TABLES FOR LOAD RATING FOR EACH TDMONAL faro of Not Rated 10) NA .Not Rdad •"+•: " REINFORCED CMU FULL COURSE IQ 110Uom ROM added rebor to be bested at the hall= of the Mic, eavUy. ' • t'' 1/2' CLR TIP (2) 15 REBAR GR40 or GR60 or SAFE UPLIFT LOADS FOR A" pRFcec-r... f z.e ne — �Rrn SAFE LOAD - POUNDS PER LINEAR FOOT. LENGTH TYPE 8RF6-1T BRF6-ZT 8RF10-fT 8RF10-2T 8RF14-1T 8fff14-2 8RF18-1T BRFIS-21 8RF22-1 8RF22-2 8RFZ6-1 BRF2s-2T BRF30-1 BRFJO-27 4'-4° (52' PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 /409 5296 61. 4'-6" (54') PRECAST 867 1675 2525 J374 4224 5074 1 5924 867 1675 2525 3}71 4224 5074 5924 5'-8" (68') PRECAST 67s 13a1 tssQ 2618 J277 J935 4594 675 1301 1960 261E 3277 3935 4594 5'-10°(707 PRECAST 655 1262 1900 2538 317It 3815 4453 fi55 1262 1000 2M 3176 3815 4453 6'-8" (801 PRECAST 570 f012 1651 2204 2758 3312 3865 570 1007 1651 2204 2758 3312 3865 7'-G" (901 PRECAST 9'-8" (116°) PRECAST 506 797 t462 1952 2442 2931 3257 506 395 967 491 1462 931 1952 1301 Z4/2 1840 2931 1980 is 3421 2322 395 589 1135 1514 1 2272 2652 w. . - ovnwsa Beet r6MM 111a1JUCTION5 FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 TYPE DESIGNATION 8FI BEI ¢ I1---- F - FUM AMR OROUr / U . 1961LLE0 I r- OUANIIIY OF / IR AT -Me j /'j . I I fi0R011 OF UHIFL GNtt I.e.]� 8F16 ---18 /1 T o •: ;'� tWfad. VAOMJ ---+ IIIY LOUNOF J$ fAIYIRu. iiww REWR AT TOP A! '? • 15 MIAR AT TOP d " FdN (1) FUV 1-1/2-gFAR OROUr •••'� �'• • e':: .'�,. • ° . 15 REBAR AT BMW OF UMEL CAVITY SOTIOM 8E24 �� 7-5 ' AOIUN. PRE INSU0.N 6" ttot4wl h' ) �'"'a" 1_ZO-ZdO rrt�t:vcrilsv3sxd asausalivisawlibdropAar& 6 Jp CRAIO PARRINO ABttdtagroJn P1•rm Toy o o a � 6324OR579 64ealtuaPnta oll SEFFNER,FL 33584 sy FL • P.E. LIC. NO.44758 rsdt rot Dad 'd at d ,)IWon lifa :;BETE 8" LINTEL FABRICATION DETAILS NWM aft cant liar Tswt:xor TOSCAtIE_I cKa® ors caul PAaPoIn. is -- JUL-15-2009 11:00 y ALL AMERI ROOFING 4638054 P.01/13 T BUILDING CODE COMPLIANCE PRODUCT CONTROL DIMION Entegra Sales, Inc. L— 819 N. Federal Highway, Suite 3 Design Stuart, FL. 34994 desi n Desiin allow d SCOPE: coneIN perfom This NOA is being issued under the pplica) The documentation submitted has n revit by the Bond of Rules and Appeals QF4- the Authority Having Jurisdiction (A This NOA shall not be valid aft the expi Division (In Miami Dade County) and/or d have this product or material tested for qual the accepted manner, the manufacturer wH revoke, modify, or suspend the use of such l to revoke this acceptance, if it is determined material fails to meet the requirements of the This product is approved w described heft including the High Velocity Hurricane 7oi DOCRIPTION: Valencia Spanish `V LABEIING: Each unit shall bear a perms following statement:' Miami -Dade County RENEWAL of this NOA shall be consider change in the applicable building code negi TERMINATION of this NOA will occur materials, use, and/or manufacture of th r product, for sales, advertising or any othe with any section of this NOA shall be cau ADVERTISEMENT: The NOA number the expiration date may be displayed in ad, be done in its entirety. INSPECTION: A copy of this entire N0.4 and shall be available for inspection at the j This NOA renews. NOA # 01-0417.08 The submitted documentation was revs DRAWING / PROFESSIONAL C MIAMI•DADE COUNTY. FLORIDA METRO -DADS FLAGLPR BUILDING taken Rejected ❑ tssionars review, is only for checking conkrmance with the informatlon given ar•.d with the ;ept expreued in the Contract Documents. All markings andlor cornmenis app',Iod by the essiortat shah not relieve the Contractor from complixwe with the Contract Dacamentr not lures there trom. The Contractor remains iespors;ble for details and eccur,:c1 rnnfrmbig and ai quantiti(* and dimensions; setecling fabrication processes; tr +hniques of ass[:mhty; the wars: in a We manner, and coordinating the wvrh wihr all otaor trades, _ e use&, s. y t Control Di an& ttion date stated below. The Miami -Dade County Product Control AM (in areas othtr than Miami Dade County) reserve the right to y assurance purposes. If this product or material fails to perform in incur the expense of such testing and the AEU may immediately oduct-or-material-within-their-jurisdiction. -BORA-reserves-the-right y Miami Dade County Product Control Division that this product or pplicable building code. and has been designed to comply with the Florida Building Code, Roof Tile Lt label with the manufacmees a , city, state and iduct Control Approved", elect herein. after a renewal av has b e . ed and there has b= no fy g the � i!'this product. e 'on r there has been a revision or change in the iNin . Misuse of this NOA as an endorsement of any e " 1 automatically terminate this NOA. Failure to comply termination and removal of NOA. eded by the words Miami -Dade County, Florida, and followed by ing literature. If any portion of the NOA is displayed, then it shall shall be provided to the user by the manufacturer or its distributors ►b site at the request of the Building Official. onsists of pages 1 through 6 by Alex 71gera. oft I NOA No. 06-0310.07 Explmdon Datum- 06/07M Approval Dale: 050M Page 1 of 6 JUL-15-2009 11:00 ALL AMERI6AN ROOFING I 4638054 P.02i13 ROOMG ASSEMBLY APPROV Category: Roofing Sub Category: Roofing Tiles Materiels Concrete 1. SCOPE This revises a roofing system, manufactured Entegra Roof Tile designed to comply with the Srn For the locations where the press not exceed the design pressure v� values listed in section 4 herein system. 2. PRODUCT DESCRIPTION Manufacture by ARRY Valencia Spanish "S" Trim Pieces phimmigns 1=1$" w=101/." min. )A" thick 1= varies w = varies Ming thickrte 2.1 Components or Product iDimcns' Rainproof IT 30" x 75" roll 36" x 75' roll or Ice and Water Shield Tile Nails ing Entegra Valencia Spanish "S" Concrete Roof Tile, as rporation described in Section 2 of this Notice of Acceptance. Florida Building Code, 1994 Edition for Miami -Dade County. requirements, as determined by applicable Building Code, does % obtain by calculations in compliance with RAS 127 using the fhe attachment calculations shall be done as a moment based Test Product 22locations Description TAS 112 High profile, interlocking, one-piece, "S" shaped, concrete roof file equipped -with two nail holes. For direct deck nail -on, mortar set or adhesive set applications.0 TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile.0 s manufactured by others Test Product SneciticatiDescrintfon xelldw carer TAS 104 ;Singlc Protect-O-Wrap, t Inc. e eying (with current NOA) 60" x 75' roll ge. 36" x 75' roll S 1 Self -adhering underlayment Min.1 114 Corrosion resistant Appendix E screw or smooth shank nails W.R. Grace Co, (with current NOA) generic NOA No. 0"31037 Expiration Date: 06/07111 Approval Date: MW25W Pane 2 of 6 JUL-15-2009 11:00 ALL AMERI6AN ROOFING 4638054 P.03i13 i Product I?Imensions Tile Screws k8x 2 IN' long - 0.335" head dia. ' 0.131" shank dia. 0.175" screw thread • dia. Roof Tile Mortar N/A ClileTiteTw) Roof Tile Mortar N/A ("Quikrete® Roof Tile Mortar #1140") Roof Tile Mortar NIA ("BONSAI.® Roof Tile Mortar Mix") Roof Tile Adhesive N/A ("Polypro® AH160") Roof Tile Adhesive Factory premixed Tilet3ond canisters Hurricane Clip & Clips Fasteners Min. t/s" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 1/4" 3. LIMITATIONS Q 3.1 F re classifi n j 3.2 For mortar or i accordance wi 8196 3.3 Applicant shall retain tiu perform quarterly test in submitted to the Building Test Product Specifications R19112do ngff re TAS 114 Corrosion resistant, genetic Appendix E coated, square drive, galvanized, coarse thread wood screws TAS 123 Prepared mortar Bermuda hoof mix designed for Company. Inc. with mortar set roof tile current PCA applications. TAS 123 Prepared mortar Qu&rete mix designed for Construction mortar set roof tile Products with applications. Current PCA TAS 123 Prepared mortar W. R. Bonsai Co. mix designed for with current PCA mortar set roof tile. applications. See PCA Two component Polyfoam Products, polyurethane Inc. adhesive designed for adhesive set roof die applications. See PCA Single component Flexible Products polyurethane foam (with current NOA) roof tile adhesive TAS 114 Corrosion istant Generic Appendix E cli sion n acceptance. tle applications, a static field uplift test shall be performed in : services of a Miami -Dade County Certified Laboratory to accordance with TAS 112, appendix W. Such testing shall be ode Compliance Office for review. NOA No. 06-0310.07 Expiration Date. 06P07/11 Approval pate: 05/1. M Page 3 of 6 i JUL-15-2009 11:00 ALL AMERICAN ROOFING 4638054 P.04i13 3.4 Minimum underlaymei Applications Standards i 3.5 30190 hot mopped unde slope unless stated oth literature. ' 3.6 This acceptance is ;For m compliance with applica 4. INSTALLATION 4.1.1 Entegra Valencia Spanis strict compliance with ; RAS 119, and RAS 120, 4.2 Data For Attachment Calculi shall be in compliance with the applicable Roofing d section 4.1 herein. Iment applications may be installed perpendicular to the roof rise by the underlayment material manufacturers published I deck applications. Minimum deck requirements shall bo in Building Code. "S" Concrete Roof Tile and its components shall be installed in iami Dade County Roofing Application Standard RAS 118, Table 1: Aerodynamic Multipliers - - fta Tile Profile I x (fe) Difect Deck Appilcation (P) Direct Deck Afflilication Valencia Spanish "S" Tide I 0.232 0.252 Table 2: Resio-Rhq Moments due to Gravi - M R-1 Tile Profile 311:12" I11142" S":12" 6":12" 7":12" or reater Valencia Spanish °S" Tile Batts ns r6.70 Direct Deck Battens Direct Deck Battens Direct Deck Batten s Direct Deck Batten 6 Direct Deck 7.10 6.60 7.00 6.46 6.84 6.30 61 4.08 WA Table 3: AtUmhment Resistance Expressed as a moment. Mr (ft-lbf) for Nail -On ems Tile Profile Fastener Type olrect Deck (min 15/32" plywood) Direct Deck (min.1t1132" plywood) Battens Valencia Spanish "S" Tile 2-1 Od Ping Shank Nails I 28.6 4ta 9 19.4 1-10d Smooth or Screw Shank Nall 5.1 2.8 2-1 Od Smooth or Screwl 6.9 Shank Nails .2 7.3 1 #8 Screw I 0.7 20.7' 18.1 2 #8 Screw 1 WA.2 IftsW 43.2 29.8 1.1 Od Smooth or Sc i Shank all Field 2 1 23.1 19.0 1-1 Od Smooth or Sc Shank NaB Eave Clit 28.3 29.3 24.0 2-1 Od Smooth or Screw Shank Nails Field Cli 27.6 27.6 38.5 2-10d Smooth or Screw,' Shank Nabs Eave CIl 38.1 38.1 41.8 I • 2-10d Rina Shank Nailsl 33.1 48.1 1 InstaNation with a 4' the headand festaners are located a min. of 2%w from head of tile. AML INEW ..elm NOA No. 06AM0.07 Fxplmdon Date: OtMI11 Appmval Data: 0S/Z,5,I06 Pee 4 of 6 JUL-15-2009 11:01 ALL AMERICAN ROOFING 4638054 P.05/13 Table 4: Attachment Reslatance Expresmd as a Moment Mr (ft4bf) for Two IPMW Adhesive Set stems Tile Profile Tile Application Minimum Attachment Resistance Valencia S anish'S" Tile i Adhesive 29.3 See manufactures component paroval for installation ragulremnM 3 Able Products Company lleBand Average walght per parity 13.9 grams. Pot oam ProdwL Inc. Aveme wei ht r patty 8 arems. Table 4A: Attachment resistance Expressed as a Moment - FA (ft-lbf) for Sin le Patty Adhesive Set Systarns Tile Profile Tile Application I Minimum Attachment Resistance Valencia Spanish "S" Tile I Polyloam PoiyProTM 66.5 Polyfoarn Pol Prom 3f;. 4 Large 220 Placement of 45 arams of Pal ProT". 5 Medium paft placement of 24 grams of P ProTM. Tile i le Appllcatlon Minimum Attachment Profile Resistance Valencia Spanish Mortar Set 24.5 "S" The I S. LABELING All tiles Shall bear the imprint following statement "Miami -Da 6. BUILDING PERMIT REQI 6.1 Application for building po 661.1 This Notice of Ale 6.1.2 Any other documt in order to properly evalua • identifiable marlang of the manufa cturces name or logo. or County product Control Approved". srmit shall be accorapanied by copies aaptance. .1 oats required by the Buildin to the installation of Building Code NOA No. 06-0310.07 Expiration Date: 06/07/11 Apprmel Date: OWS/06 1Pae 5 of 6 �-- A.-4--C]C77 11 • C71 HLL HMtH1UHN ROOFING 4638054 P.06/13 DRAWING r_3-1 OF THIS ACCE 4 r AgobL p 3 NOA Na 06.p310.07 Expimdon Date: Obli0 nI qw Appmvia! Dais: wM/06 Pape 6 of 6 HIGH -VELOCITY HURRICANE ZONES Code Edition 2004 See icin Ai General information Master Permit No. Process No. Contractor's Name I2�-F-rU6a0 mm I LLC Job Address Spa ®q / Ld'T 4C�,v� trtlsT`A9y ROOF CATEGORY d Low Slope Q/ Mechanically Fastened Tile 19 Mortar/Adhesive Set Tile I J Asphaltic Q Metal Panelishinglot 0 Wood ShingleslShakes Shingles 1 CI Prescriptive BUR-RAS 150 ROOF TYPE New Roof 11r/-Reroofing ❑ Recovering . ❑ Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section 8_(Roof Plan) Sketch ROOf Pla : illustrate all -levels and sections, roof drains, scuppers, .overflow scuppers and orerflow drains. Include dimensions of sections and levels, clearly identifv dimensions of elovated:bressure zones and location of parapets. -•;-. i.., -�_t. _, 9 3...d..... �. r.1 ,.. ;._i�.�.,.r..... _ ' I._. 1 ' ...—��—�..�..�.'�!.a�..�.i,.4.., 1 �.��._� ' _.1,4�r}..�-.t.,.S-1`.}_�...�� - �..I,. .t.+. ��,_:...�..5,. , t• R.T•i�_.1...:_.,_.! (�:3�. ;i. , : r t- S^ - t.... 3F r..l..%:�' ! Vfi _1..j�L t ' j.d. ,t_fi; ; ` t rdr ri- -I-� ' I r'- 3_ ! i •-.i...j '--j,-j._ �( 'i'• �_' _ :.;-? �j't"+--i-{-.; '_.: < ;.i_.:� - .1....'�.f_.� �W--Y-.i_- �_._.•��.-i_.i_.i _.�T � � .r ..3 r r-, . _ram_. f.. �..9 - i feoFredrick D. Shaffer, PE FL # 26694 E SHAFFER GROUP INC. ' y&N -l677 sw Ellipse Way Stuart, FL 34997 3 Certification ,m Authorization #9316 FLORIDA BUILDING CODE —RESIDENTIAL 44.21R Florida tion Q Code Edition 2004 7•-wz HIGH -VELOCITY HURRICANE ZONES Roof System Manufacturer: Djj E6RA $&g� Product Approval Number: 0&i - O 3h)..O -7 Minimum Design Wind Prpssu s, if Applicable (From RAS 127 or Calculations): Pt: - 4,r,,95 P2: `44,42 P3: .Maximum Design Pressure Product Approval Specific Sys 6m: Method of tile attachment: Ian 14 r5 S IyE (M I ►4 2 Q /i7 L E Roof Slope: : 42 at System Descft ioh Deck Type: .3/r� I cox �Lycvao� ype U.nderlaymen Insulation: ire Ridge Ventilation? ND ' . Mean Roof Height: 's S nor T ,fL &Spacing: j�"' 4dhesive Type; f ype Cap Sheet: Roof Covering: Type & Size Drip dge: 3 C op126-)�j FLORIDA BUILDING CODE - RESIDENTIAL I 44.23R ..:.. , .. • HIGH -VELOCITY HURRICANE'ZONES ' . .. ' ' .. - .. . . . . [. : :. 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I FLORIDA BUILDING CODE— RESIDENTIAL Irid 'vr: Shaffer PROJECT Negreao Residence PAGE , CLIENT Manny Negreiro DESIGN BY Group JOB NO.: os021 �.,._;..., DATE: 03Moos>,. REVIEW BY: ....A.XSx:C. V1linii?Ariafvsls#or L'ovlr: rise'ButltlmctBasedonAS.LE.7:05,1 IBC 2006.hGBC 2007,.;:' INPUT DATA *. Exposure category (B, C or D) Importance factor, pg 77, (0.87, 1.0 or 1.15) Basic wind speed (IBC Tab 1609.3.1 Vas) Topographic factor (Sec.6.5.7.2, pg 26 & 45) Building height to eave Building height to ridge Building length Building width Effective area of components DESIGN SUMMARY Max horizontal force normal to building length, L, Max horizontal force normal to building length, B, Max total horizontal torsional load Max total upward force ANALYSIS Velocity pressure qh = 0.00256 Kh KA Kd V7I where: qh = velocity pressure at mean roof I Kh = velocity pressure exposure coe Kd = wind directionality factor. (Tab. h = mean roof height Design pressures for MWFRS P = qh [(G Cpf )-(G Cpi )] where: p = pressure in appropriate zone. (E G Cp f = product of gust effect factor G Cp I = product of gust effect factor 0 11§ or a = width of edge strips, Fig 6-10, III Na4 Presenrras rnsfl Rasia 1_narl Cases Roof angle 0 = 12.53 1 R G f Net Pressure With G I Surface (+GCp i) (-GCp 1) 1 0.47 13.36 30.22 0.40 T 6 2 -0.69 -40.74 -23.88 0. I 3 -0.43 -28.34 -11.48 -0.3 5. .90 4 -0.36 -25.30 8.44 -0.29 -22. 5.15 1 E 0.71 24.60 41.46 0.61 20.14 37.00 2E 4.07 -58.54 -41.68 -1.07 -58.54 -41.68 3E -0.61 -37.01 -20.15 j -0.53 -33.25 -16.39 4E -0.54 -03.50 -16.64 -0.43 -28.57 -11.71 5 --0.45 -29.50 -12.64 -0.45 -29.50 -12.64 6 -0.45 -29.50 -12.64 -0.45 -29.50 -12.64 6-18, page 28). Pmin =, 10 psf (Sec. 6.1.4.1 & 6.1.4.2) id external pressure coefficient, see table below. (Fig. 6-10, page 53 & 54) id internal pressure coefficient.(Fig. 6-5, Enclosed Building, 1 47) 98 i 9, page 54, MAX[ MIN(0.16, 0.4h), 0.04%3] 5.40 ft p Pres (psf), orsional Load Cases angle 0 = 0.00 Net Pressu Cpf (+G I) C ) 3E 3 2E 2 3 2E 2 13 2 ZONE, 2/3 BOUNDARY 4E�` B 4E-, - B • 5 5 I 1 REFERENCE CORNER IE REFERENCE CORNER IE ° WIND DIRECTION I ° WIND DIRECTION Transverse Direction Longitudinat Direction Basic Load Cases ' CategoryI I V - '14Q .mph Ka= 1 Flat L he hr L = 169.: ft A "100 ftZ 135.27 Idps 99.62 Mps 1210.99 ft-kips 46.83 psf t, h. (Eq. 6-15, page 27) it evaluated at height, h, (Tab. 6.3, Case 1,pg 79) for building, page 80) < 60 ft, [Satisfactory] < Min (L, 8), [Satisfactory] 1.10 035. 52.00 It S`i. ii of angle 8 = 12.53 GC p f Net Pressurewdh (+GCp I) (-GCP I ) 1T 0.47 3.34 7.55 2T -0.69 -10.19 -5.97 3T -0.43 -7.09 -2.87 4T 1 -0.36 -6.33 -2.11 Roof angle 8 = 0.00 G Cpf Net Pressure with Surface (+GCp I) (-GCp I ) IT 0.40 2.58 6.79 2T -0.69 -10.19 5.97 3T -0.37 -6.44 -2.22 4T 1 -0.29 -5.50 -1.29 3 2E 2 3T 3E 3 3T 2T 3 2T 4 \„4T 2E 2 �� 6 4 4T i,,� D 4E�+ 4E�+ B B IT IT 5 5 1E I REFERENCE CORNER tE REFERENCE CORNER ° WIND DIRECTION ° *"WIND DIRECTION Transverse Direction Longitudinal Direction Torsional Load Cases m_..:. 1 -A rr-- in T-nawarce nlre-r:tion Area Pressure k with Surface +GC -GC 1 2852 38.09 86.17 2 1610 -65.58 -38.45 3 1610 -45.62 -18.48 4 2852 -72.15 -24.07 1 E 529 13.02 21.94 2E 299 -17.49 -12.45 3E 299 -11.06 -6.02 4E 529 -17.73 1 -8.81 Horiz. 135.27 135.27 £ Vert -136.42 -73.60 Min. wind Horiz. 37.95 37.95 See. 6.1.4.1 Vert. -37.26 -37.26 nirectinn Ft -in r nod Cases in Longitudinal Direction Area I Pressure k with Surface (fe) (+GCp I) (-GCp i ) 1 2266 23.34 61.54 2 1527 -62.20 36.46 3 1527 39.32 -13.58 4 2266 -49.87 -11.67 1 E 542 10.92 20.06 2E 382 22.34 -15.91 3E 382 -12.69 -6.26 4E 542 -15.49 -6.35 Horiz. 99.62 99.62 £ Vert. -133.31 -70.49 Min. wind Horiz. 28.08 28.08 See.6.1.4.1 Vert. -37.26 -37.26 Area Pressure k with Torsion ft-k Surface (fe) (+GCP i) (-GCp 1) (+GCp i) (-GCp 1) 1 1161 15.51 35.09 226' 511 2 656 -26.71 -15.66 -841 -49 3 656 -18.58 -7.53 591 24 4 1161 -29.38 -9.80 427 143 1 E 529 13.02 21.94 379 638 2E 299 -17.49 -12.45 -110 -79 3E 299 -11.06 -6.02 7ti 38 4E 529 -17.73 -8.81 516 256 1T 1691 5.65 12.77 -97 -220 2T 954 -9.72 -5.70 36 21 3T 954 -6.76 -2.74 -5 -10 4T 1 1691 1 -10.69 1 -3.57 -184 -62 Total Horiz. Torsional Load, MT 12'11 1211 _A n... ..:., i .. ..i4rtriinni ni-finn Area Pressure N with Torsion ft-k Surface (fe) (+GCp i) (-GCp I) (+GCp i) (-GCp 1). 1 862 8.88 23.41 71 187 2 1145 -46.65 -27.35 175 102 3 1145 -29.49 -10.19 -110 -38 4 862 -18.97 -4.44 152 36 1 E 542 10.92 20.06 235 432 2E 382 -22.34 -15.91 84 60 3E 382 -12.69 -6.26 -47 -23 4E 542 -15.49 -6.35 334 137 1 T 1404 3.62 9.53 -48 -126 2T 1527 -15.55 -9.12 -116 -68 3T 1527 -9.83 -3.40 74 25 4T 1 1404 1 -7.73 1 -1.81 -102 -24 Total Horiz. Torsional Load, Mr 699.6 699.E p = qh[ (G Cp) - (G spill I 5 15 where: p = pressure on component. (Eq. 6-22, pg 28) 2°°° ° ' S 5 I te`�° 4 ° Pmin = 10.00 psf (Sec. 6.1.4.2, pg 21) G CP = external pressure coefficient. I Walls see table below. (Fig. 6-11, page 55-58) Roof es7• Roof a>7- Effective Area (fe) Zone 1 Zone 2 Zone 4 Zone 5 GCP I-GCp GCP -G O CP p GCp -GcP I GCp I -GCp Corn . 100 1 0.30 10.80 0.30 Zr,, 0 -2. 0.82 -0.92 0.82 -1.05 Allow 10, .W Comp. &Cladding Pressure ( Ps) Zon 1 one 2 Zone 3 Zone 4 Zone 5 posei I Ne Pos Negative positive Negative Positive Nega ive Positive Negativ° 22. -64.62 22.48=102.09 46.99 -51.67 46.99 -57.45 Page 1 or 1 Standard Residential Elevator Outline Spec TYPE Hydraulic CAPCITY 750# SPEED 40 FPM TRAVEL 50' Maximum PLATFORM 38.75" x 49.50" SHAFT 52" x 54 PIT 12" OVERHEAD 80" Minimum LANDINGS S Maximum CAR OPENINGS ito 3 DOOR SIZE 36" x 80" or 36" x 96" DOOR TYPE Swing OPERATION Automatic POWER SUPPY 220 Volt, 1 Phase, 30 Amp 120 V CAB WALL FINISH %" Oak, Cherry, Mahogany, or Ma GATE TYPE Scissor CEILING FINISH %" Standard White HEIGHT 81" or "96" HANDRAIL Hardwood FLOORING BY OTHERS LIGHTING Standard Recessed with Auto Lighting FIXTURES CART STATION 1 HALL STATIONS 1 per landing TELEPHONE Wall Mount Jack FISNISH Stainless Steel CONTROL CONTROLLER PLC! Relay LANDING Tape Selector/Limits PUMP Screw Pump VALVE Two Speed, Four Coil EMERG. LOWER Standard INTERLOCKS EMI GATE OPERATION Manual DOOR OPERATION Manual SOUTHEAST ELEVATOR, INC. 905 WAGNER PLACE FORT PIERCE, FL 34982 (772' 146 1-0030;0] file://C:\My Documents\Scanned 1 Phase, 15 Amp Standard Specifications (Cover).htm 6/2/2009 3 .. iYFF. 8 L ( - ) '� DOOR '- hgnFFIRHm5 { Mom' § � | _ ' a G , } ' L■■ADJACENT| K 7 2 0 r R U u ] § � . ��' �■ �� gin v . |. .�._ .. --- m C. � % \ \� �• ,� [. © /. • � — � | � • .\ i *PPOC§E $ - E ) .n6 � � � • • ., .z ' u� S'DOO! P D§FJ■ SH& � BACKWALL ) k g --'---- W DO t'. . . I IC q O :: ] 772-401= I 7OP VIZ^! (L 4 t'l ' ,241 PI W = IKIT te' f I ZV WI%IVUM SP,4_F R=r,41RE] ��D F?rlaT ti�EoW r . j 7,0v sr1A%1P 1^!'•i r1:AJ' +�1. :I:-X:)"Jot.T FrR =1 NP Iv(:TCR 1, 'I']'! 'S,%rlN1-Al H:15,:ove:TP;iI; rAf -D-1- No TE-Er'F, E LIVE is DI.ITR:11- FR ... 2 NINE PPMG,6ND'A R-FROM CI30C)14WCT3 TO CQNTRC'L-tk WiJ I AL' LiY t�f.114CA 9 PUrrP UNIT 3S' kola. 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