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HomeMy WebLinkAboutProject Information ye [ BLOCKING LOCATIONS SHOWN ARE CONSIDERED TYPICAL.BLOCKS MAY BE MOVED FROM LOCATION SHOWN(WITH THE EXCEPTION OF SHEARWALL OR COLUMN LOCATIONS)AS LONG AS THE MAXIMUM SPACING IS NOT EXCEEDED, ui e e UNLESS OTHERWISED SPECIFIED IN THE NOTES BELOW.THE DISTANCE BETWEEN ANY ADJACENT PIERS MAY DEVIATE FROM THE LISTED SPACING BY 10%,SO LONG AS THE OVERALL AVERAGE DISTANCE BETWEEN PIERS IS EQUAL O '� TO OR LESS THAN THE LISTED SPACING.SEE SECTION 3 IN THE PALM HARBOR HOMES INSTALLATION MANUAL FOR MORE SPECIFICS ON BLOCKING THE HOME. COLUMN LOADS 5i ILMO `= O =3288 LBS, �oAA Z. Q=3286 LBS, 6 a�v� tO 03 =4900 LBS 07 PER!! m ne �6300 LBS '"F-7 1576 LBS 1WICN.,RCOWN9IROD y D- _____ __. a PECDPERGiEIfl18LOCIWiO ` Q �:� G CX'1 S It Upp 1, __ bT,weoulroN V Ca m IL IOVaa TD in in In II I Tn L zt tr tau to na xa g {FJ��� o � 141� a 9PAQH0 • r. G { DOYBl6 OE Walt ti O. � cc Z 1 - bFA4lOG110R O 4 a U) § � uanwaae leas 0 g� 45 _^ - g ki { O 2 O � bGMtWnON p 124 77' 10-0• 1 Tr .�v.4T C O C CONTRACTOR Imo' eviu�w aPAam a U = INFOHMATION l 6 ui U a CC6..11 Z CHAFLLE.9 P.nODERB buxloG,W_x J F LICR.O10000ee7 1 ^ p PFODPPAPAETEP PlOCIONU M Lh PNONE:e1STebtJeB a IIpVI Z 1 o o trPkAE,rzarnvNSReOO y s m O7 p Q UaO� HOMEEOCATION a adw uax. /�J /�J (Qy = PMq .- PeBYIbTE,1 nEdONnO 24 STREET: -� ® Z O ORANINO INFORMATION W NWE; O ONE: OTIMA �. INSTALLING A HOME CAN BE VERY DANGEROUS,ONLY QUALIFIED PERSONNEL SHOULD EVER ATTEMPT TO INSTALL A HOME. ® acaE NOTmNTEnToeruE NO� � N.u.D.wlNDzaHe � q Ni KIN ACING BASED ON 20PSP LIVE LOA13 ON ROOF AND,1000 PSF SOIL REARING CAPACITY. T. STABILIZER SYSTEM PER PALM HARBOR INSTALLATION MANUAL.ANO ALL SIDEWALL ANCHORS PRE SPACED AT 9 3 Z. LOCKS ARE ONLY RATED AT 6000 POUN09,6000 POUND PIERS OR HIGHER MUST BE S'�4'MAXIMUM.FOUR FOOT GROUND ANCHOR MAYBE USED EXCEPT WHERE PALM HARBOR INSTALLATION MANUAL uj LES OCKED, SPECIFIES DIFFERENT. GETUPINFORMATION 3. SL REQUIRED AT OPENING LESS THAN 48'IN WIDTH ONLY TO MAKE NON-OPERATIONAL 8. IT IS THE RESPONSIBILITY OF THE DEALER AND/OR INSTALLER TO CERTIFY THAT ANY BLOCKING ANDIOR y BLOCIOItc DOIGRAM DOORS ERATIONALPERWETER SUPPORTS ARE REQUIREOON.EACH SIDE OF ALL OPENINGS GREATER FOUNDATION PRINT(S),OR ANY OTHER DIAGRAM SUPPLIED FOR ANY SITE INSTALLATION,CORRELATE 4 (1E.SUDING GLASS DOORS,BOX BAY WINDOWS.RECESSED ENTRIES,ETC REFER TO THE WITH THE UNIT ORDERED AND BEINGSEfAS WELL AS THE CONDITIONS 0F THE SITE.THE MANUFACTURER W BESWNEEFat70 INS7 110N MANUAL FOR MORE SPECIFICS, WILL NOT BE LIABLE FOR DAMAGES ARISING FROM FAILURE OF THE DEALER AND/OR INSTALLER TO PSF ROOF LIVE LOAD 4. MARRIAGE LINE BLOCKING ONLY REQUIRED UNDER WALL MARRIAGE LINE WALL AREAS. MAKE CERTAIN THATTHE CONTRACTORIINSTALLER HAS THE CORRECT DIAGRAMS,REGARDLESS OF WHAT WAS J _' AHO1000PBF BOC. BEPIiING CAPACITY S.'FOR WIND ZONE II AND III INSTALLATIONS,A PIER IS REQUIRED UNDERTHE'SHEARWALLS'WHERE SUPPLIED BY THE MAUFACTURE%THE MANUFACTURER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE r THEY ATTACH TOTHESIDEWALLTHESESHEARWALLS ARE INDICATED ASDARKE O-114WALLS ON THE DESIGN OF THEBLOCKIN13ANDIORFOUNDATION. ®+�� Tn BLK-1 FLOOR per, B. FOR MORE SPECIFIC INFORMATION REFER TO THE INSTALLATION MANUAL (+ � S..AHS PIER PAD SIZES AND CAPACITI68ASED ON INFORMATION PROVIDED BY-MANUFACTURED HOUSING 10.ALL SET-UP MUST COMPLY WRH THE PALM HARBOR HOMES INSTALLATION MANUAL. 111��J1 BHeGr/OF 1 FOUNDATION SYSTEMS'. - RECO BLOCKING LOCATIONS SHOWN ARE CONSIDERED TYPICAL.BLOCKS MAYBE MOVED FROM LOCATION SHOWN(WITH THE EXCEPTION OF SHEARWALL OR COLUMN LOCATIONS)AS LONG AS THE MAXIMUM SPACING IS NOT EXCEEDED, of u a UNLESS OTHERWISED SPECIFIED IN THE NOTES BELOW.THE DISTANCE BETWEEN ANY ADJACENT PIERS MAY DEVIATE FROM THE LISTED SPACING BY'10%,50 LONG AS THE OVERALL AVERAGE DISTANCE BETWEEN PIERS IS EQUAL o $ TO OR LESS THAN THE LISTED SPACING.SEE SECTION 31N THE PALM HARBOR HOMES INSTALLATION MANUAL FOR MORE SPECIFICS ON BLOCKING THE HOME. 1 g S fill! ^t a COLUMN LOADS 5! y m aca Of 96=0 Q=3286 LBS. v Q =3286 LBS. Is- © a 3Q =4900 LBS ® =6300 LBS NA. 6 AGNO ,F "" yr 0 =1576 LBS. GG to e e . . 7rwcuFRmm:s,aao a O � S �j ---- ------ --__ 3 PEODFEAAID7EAeL000ie U N F� � qa to Co R{s_r:_---- --- co ^ teFAutou7laN g w o rL N L-i 9FACPA a ° "'. g E z �Ei 1 OOU0F3--- WALL z 6 II -- O7 B x � wFAULaunaN O .0 � y co -� `+' •Ir.R,EAQe ITC , - yy I O11 m 6m 26m fm1 ' wwuurwroN bg t t! r t0 I wfA° ta"o' -a as t coNrriacroR �24 11' 10'-0• lug cw au Lp6 Trv. N O G � INFOMIATION 1 i U a I � � Z CWViLES P.R00ERB wuu�ornna+ OJ p ' se p��yy�77 �QQ uca:mmooeoF � P[00 vFA0AE1RalaEM110 tYi � -{ PRONE:m7•T67.179! ' --------- 11 H II Ei� 1 . . a . TYFKALTICLPAR7RLRD y a = mm O) NOMELO p 6 IF � CATION M B, y 1 so.n o we x PaRN: s-0. vewa eR Tl5pP1N'J N to p 6iNEET: OTY. up DRAWING INFORMATION dWTE: 07,190 lift INSTALLING A HOME CAN BE VERY DANGEROUS.ONLY QUALIFIED PERSONNEL SHOULD EVER ATTEMPT TO INSTALL A HOME. ® 9mr, NmvwNIFOTOeuls NOTES" QQQ N.M,o.wglNozarve T. CO NG PAQ G BASED ON 2OPSF KS ARE ONLY RATED A 800 OUNDSS.390D POUND P LOAD ON ROOF AND iom IERS OR HIF SOIL GHER MNG UP BIE 7. STABILIZER W4 MAXIMUM.SYSTEM FOUR FOOT GROUND ANCHOR MAY BE USED MANUAL.EXCEPT WHERE PALM HARBOR INSTALLATION MANUAL J 2. CO ETE�1: D tE'9L ED. SPECIFIES DIFFERENT. sEnwmFORMION 3. B` N WRED AT OPENING LESS THAN WIN WIDTH ONLYTO MAKE NONOPERATIONAL B. IT IS THE RESPONSIBILITY OF THE DEALER AND/OR INSTALLER TO CERTIFY THAT ANY BLOCKING ANDIOR w OLocR01GDIAGRAM P TIONAL PERIMETER SUPPORTS ARE REQUIRED ON EACH SIDE OF ALL OPENINGS GREATER FOUNDATION PRINT(S),OR ANY OTHER DIAGRAM SUPPLIED FOR ANY SITE INSTALLATION,CORRELATE THAN E. LIDING GLASS DOORS,BOX BAY WINDOWS,RECESSED ENTRIES,ETC...)REFER TO THE WITH THE UNIT ORDERED AND BEING SET-AS WELL AS THE CONDITIONS OF THE SITE.THE MANUFACTURER W DEMUM FOR 20 INS MANUAL FOR MORE SPECIFICS, WILL NOT BE LIABLE FOR DAMAGES ARISING FROM FAILURE OF THE DEALER ANDIOR INSTALLER TO PSF ROOF LNE LOAD CIL 4. E BLOCKING ONLY REQUIRED UNDER WALL MARRIAGE LINE WALL AREAS. MAKECERTARJTHATTHECOMRACI'OMNSTALLERHASTHECORRECiDIAGRAMS,REOAgDLE330FWHATWA3 +9I0INGCAPA Fr S. FOR WIND ONE II AND III INSTALLATIONS,APIER IS REQUIRED UNDER THE•SHEARWALLS'WHERE SUPPLIED BY THE MAUFACTURER.THE MANUFACTURER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE 9FrwmG�Pacnv THEY ATTACH TO THE SIDEWALL THESE SHEARWALLS ARE INDICATED AS13AMTNF04H WALLS ONTHE DESIGN OF WE BLOCKING ANDIOR FOUNDATION. ����� FLOOR PLAN, 9. FOR MORE SPECIFIC INFORMATION REFER TO THE INSTALLATION MANUAL J� B. ASS PIER PAD SIZES AND CAPACITIES BASED ON INFORMATION PROVIDED SY'MANUFACTURED HOUSING Ia.ALL SET-UP MUST COMPLY WITH THE PALM HARBOR HOMES INSTALLATION MANUAL. PL4Lg>17F@.^S!O V FOUNDATION SYSTEMS'. SHEET 1 OF 7 ■■■■■■■■■ eases®ee . a■ee . eeeeeeeee -. eeee�,l■■■■s■ ■■■■■■■■® ■■■■■■■■�■■ ■■■■■■■■■ ■■■■■l■■■MEN EMOMMENEWMEMEMI ■■■■■■■■ewe■■■ x�;� :e ■■■■■■■�■■■■■■ ■1■■■■■■ ■■■■■■■■e .■.. - v ■■■■■■ APPLICATION ENGINEERING FOR HEATING AND.COOLING PALM HARBOR HOMES-PLANT 6/9 605 S. Frontage Rd, Plant City, FL 33566 Manufacturer's Model M 340TL28562C HVAC System Type: OVERHEAD GRAD FLEX FOR UP-FLOW(SPLIT A/C) Prepared By LaSalle Air Systems 711512014 (Method 8 Output 0 2014) All rights reserved.-this information proprietary to LaSalle Bristol Co.and PALM HARBOR HOMES-PLANT 619 Calculations on this page are based on design standards set forth in ASHRAE and ACCA Manuals J Rev 8.2 and D Rev 1.1. System registers are located for best distribution based on Manual T.Design calculations are based on worst case orientation. Room loads may vary based on actual conditions. ENTIRE HOUSE VALUES-DESIGN ZONE: 1 (HUD)30N Latitude COOLING LOAD: 33,144 Btuh for Outside Temp/Humidity of 95 ° F(35 C)/47%and Inside reduced to 75 ° F(23 C)/50% HEATING LOAD: 38,152 Btuh based on outside temp of 10 ° F(-13 C)with inside temp raised to 72 ° F(22 C) OVERALL HEAT LOSS COEFFICIENT: 0.097 Crawlspace is not heated by the primary air handler. CONSTRUCTION DETAILS&- U/SHGC VALUES: (11+Non-ins Rim-17-33) Total Cond.Floor Area: 1484.00 s.f. TRUE Outside Perimeter. 170.00 ft Level 1 Ceiling: 92.625 to 108 in. Level 2 Ceiling: 0 to 0 in. Level 3 Ceiling: 0 to 0 in. Primary Wall Area: 1168.34 s.f.(Net) Dark Roof(U): 0.030 Net Roof Area(less ducts): 1441.5 s.f. Secondary Wall Area: 0.00 0.(Net) Prim Walt(U): 0.064 FLOOR DUCTS(U): 0.064 TOTAL Std window 108.50 s.f. Sec Wall(U): 0.032 ATTIC DUCTS(U): 0.238 TOTAL SGDShaded 40.00 s.f. Exp Floor(U): 0.086 EXT.DUCTS(U): 0.125 TOTAL Shaded 12.50 s.f. Std windc 1.060 /0.86 ATTIC DUCT AREA: 58.744 s.f.exposed TOTAL Skylite 0.00 s.f. SGD-Shs 0.630 /0.05 EXT.DUCT AREA: 0 s.f.exposed TOTAL Doorl Area: 20.00 s.f. Shaded 1.060 /0.05 PEOPLE: 4 2960 Btuh Total Appliances TOTAL Door2 Area: 0.00 s.f. Skylite 0.420 /0.34 FIREPLACES: 0 All Glass%of Floor. 10.85% Door 1: 0.480 DUCT GAIN: @ Average 1735 Btuh @ 93 To/48 TD All Glass%of Wall: 11.93% Door 2: 0.670 DUCT LOSS: 2984 Btuh @ 117 TD Mach.Ventilation per MHCSS 3280.103(b): 52 afm Summer Infiltr(7.5 mph): 49.3 cfm LATENT GAIN: 5154 Btuh Attitude: 40 ft Winter Infiltration(15 mph): 93.0 cfm @ Average ROOM BY ROOM VALUES: 1191.8 FPM, maxvelocity in trunk#: 2 Heat Exiting Furnace: 101 deg A/C Exiting: 50 deg 0.15'Max pressure at A/H Actual heating and cooling required in each room and Cooling Air Heating Air Maximum A/C capacity flow set to maximum of either heating or cooling Values for Values for 50 12.5 KW „per MHCSS 3280.715 HEATING COOLING CFM 3 ton unit 90%Gas/Oil Elec Calibrated Blower Test ROOM NAME LOSS(Btu) GAIN(Btu) DIST CFM Btuh CFM Btuh E Btuh Btuh(alt adj) Living Room c 8,758 7,996 276 279 7,803 263 9,754 9,245 11,695 Dining Area c 4,882 4,285 152 195 5,453 184 6,816 6,460 8,151 Kitchen c 3,990 3,638 129 146 4,080 138 5,100 4,834 6,136 Foyer h 1,319 787 38 - - - - - - Bath#1 h 1,323 798 38 48 1,358 46 1,698 1,609 2,051 Utility c 2,477 2.151 77 79 2,206 74 2,757 2,613 3,327 M.Bath h 2,476 1,538 71 101 2,817 95 3,521 3,337 4;243 M.Bedroom c 4,724 4,854 167 167 4,677 158 5,846 5,541 7,048 WIC h 1,763 1,111 50 39 1,096 37 1,370 1,299 1,655 Bedroom#2 c 3,385 3,093 109 118 3,312 112 4,140 3,924 4,951 Bedroom#3 c 3,056 2,895 102 112 3,145 106 3,931 3,726 4,701 TOTALS 38,152 33,144 1,209 1,283 35,947 1,213 44,934 42,587 53,957 FILE Af496 At" Anchorsvinc Installation Instructions for Model LLBS Longitudinal and Lateral Bracing System Approved for Florida Revised: 03/15/15 Note: Your set must be designed by a Registered Professional Engineer if all or one of the following conditions occur: Location is within 1,500 feet of Coast Roof eaves exceeds 16" Pier Height exceeds 48" Main beam spacing.exceeds 99.5" Sidewall height exceeds 108' (call Minute Man Products) 1.Refer to the Home Manufacturers Installation Instructions for pienlocations.6,-Disc anchors 48" long with vertical ties are required at maximum 5'-4"center along both sidewalls starting at maximum of 2'-0" in from each end of the home.Vertical ties must be used at all connec- tion points furnished by home manufacturer.Centerline anchors to be sized according to soil torque condition.Any manufacturer's specifications for sidewall anchor loads in excess of 4,000 Ibs require a 5'anchor. 2.Refer to the System Placement Plans for the location of Longitudinal Lateral-bracing System (See Attached).Each system is required to have a frame tie and stabilizer attached at each lateral arm stabilizing location. 3.Flex Tube Installation: A. Remove turf to expose firm level soil at each SD3 pier pad location.Pre=assemble 1/2"x 1-1/4"carriage bolts onto the SD3 pad with bent edges of pad placed downward,center pad under I-beam and firmly press SD3 pad into soil and level. B.Attach Longitudinal and'Lateral Flex Tubes at bolt locations on pad(see detail assembly drawing).Drive angle pins may be driven vertically through(4)slots in SD3_pier pad now or after home is totally set.Angle Drive Pins may be driven up to ten degrees off of vertical. 4.Standard Tube Installation: A.For extremely hard soil or surface conditions the S133 pier pad can be placed flat on surface with edges bent up.---Mark(4)slots and pre-drill soil,rock or asphalt with a 3/4"x 12"masonry drill bit.Drilling not required when installed on softer soils. B.Attach Longitudinal and Lateral Standard Tubes at Tube Clip locations on pad(see detail assembly drawing).Drive angle pins may be driven vertically through(4)slots in SD3 pier pad now or after home is totally set.Angle Drive Pins may be driven up to ten degrees off of vertical. 5.Level home on concrete blocks or steel piers by Minute Man. 6.Install Longitudinal And Lateral Bracing in accordance with Systems Placement Plan and Assembly Drawing. 7. Install vertical anchors,frame ties and stabilizers at each lateral arm system location. AE COPY FLORIDA ZONE II AND III LONGITUDINAL AND LATERAL BRACING SYSTEMS PLACEMENT For Roof slopes up to 4112 pitch Each system is required to have a frame tie and stabilizer attached at each lateral arm stabilizing location. Revised: 6/17/2002 HOME DIMENSIONS REPRESENT BOX SIZE LEGEND Longitudinal Longitudinal and Lateral Q,Lateral Bracing Bracing System Bracing System System U E SINGLE AND DOUBLE WIDE SINGLE AND DOUBLE WIDE UP TO 48'LONG-4 SYSTEMS 49'-76'LONG-6 SYSTEMS 52'INCLUDING HITCH 80'INCLUDING HITCH FOR TRIPLE WIDE OR TAG UNITS- FOR TRIPLE WIDE OR TAG UNITS- 8 SYSTEMS OVER 52'BOX156'INCLUDING HITCH 6 SYSTEMS UP TO 52'BOX/56'INCLUDING HITCH ILEP 0 co LONGITUDINAL BRACE DETAIL FOR SD3 PIER PAD OUTSIDE HOME BEAM MML8C BEAM CLIP W/ 4 CARRIAGE BOLTS X%24' NOTES CARRIAGE BOLT MAXIMUM PIER HEIGHT 413" 1 LONGITUDINAL MAX. SIDEWALL HEIGHT 96" BRACE TUBE ` BEAM SPACING 913.5" 39" FOR 12" TO 24" PIER 44" FOR 12" TO 32' PIER MAX ROOF EAVES 16" 53" FAR 12' TO 40' PIER 65" FOR 12" TO 48" PIER NOTE: 1/2* BOLTS ARE GRADE 5 "x2 " CARRIAGE BOLT WHEN USING LONGITUDINAL BRACES, 2N0 PIER IN FROM THE END OF THE HOME MAY BE USED TO MAKE ROOM FOR BRACE TUBES, SD3 PIER.PAD LONGITUDINAL & LATERAL BRACING SYSTEM i DETAIL ASSEMBLY DRAWING te151t}� µQt�� B� •. � LATERAL ANUSTAM BRALCE TUBE �C.R.CaWelo` E. 0 vt: Regt fiFvW lrngipeer ly. ��;• • ��'� ems' `. • ,T�e,; CUP � OEE USX .OSTEEL LO DINAL PIER WRIVE uP BRACE Tum STEEL PIER PAD The Minute Man Anchors LLBS VWj ANGLE DRRIVE PINE Bracing System was tested for PINS SO 3 Wind Zones I,II,&III Tested 10/10/01 Rev.3/b/02 3,150 lb.WORKING LOAD ANCHORS WITH STABILIZERS AND FRAME Rev. /14/04 TIES ARE REQUIRED ON 4 CORNERS OF ALL SINGLE WIDE HOMES. ANCHOR STRAPS MAYBE INSTALLED WITH AN ANGLE AS LOW AS Rev.2/1/10 45 DEGREES UP TO 90 DEGREES WHEN THEIR SOLE PURPOSE IS Rev.l/1'/15 VERTICAL ANCHORAGE FILE COPY