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HomeMy WebLinkAboutPermit Worksheets a •.. d .• .......... PERMIT WOF#ICSHEET page 1 93L, `q# • Y' - RMIT'NUMBER � 'HE .� �.- ' Fa C New Home• Used dome E3 O '.A !_�,. P license# L`�c f �Io a w _ installer """`3 :x "Horne installed to the Menufaur nslelia_ on Manua! ii a , m fl—WHome is Installed in aocordarl®ittheRltle 15-0 dress of home � raR Installed r� =�' _ O Ir Ir m¢.4 tgip wide ❑ 1NIni�Zo�Its Wind Zone III ❑l m WAanulaciurer r�( Length Xwidth -�"z?a Double wide ' ❑ instal tlbq Decal# b A 4 '� Nt77 'U home is a sfrwle wide fill out one half of the blooldng Plan i o W a-TriplefOuad Serial �� if home is a triple or quad wide sketch In teriralnder of home �->w= . c� mvr , ®I understand Lateral Arm Systems cannot be used on arty home(new or used) ��W z� PIER SPACiN�A6LE FOR USED HOMES V e •-�where%a sldewall ties exceed 5 ft 4 In: o: 9 InstaUer'sin$ialsW y °•.Load Fester .V a,o ;M u�i W a 1Ei x 1ti is 1l2 HII IX 2c x2o ?2 xW1 24 X24 2t3 xzs Uj Vical pier spacing. r• *wlty (q In) (2" (342) (40D) (4N)" (67$)` (675) j WSW w Show locations of Longitudinal and Lateral Systems 4 6 a (use dark Imes to show these locations) Ae via t3 • Interpolated from Rule 150-1 prat spaft table PIER PAb SIZES P S 1299 I-beam pier pad site � '� � � Rz a e W In.. Perimeter pier pad size i3 X 7l�f x ' ' x a uieyep x� . x(reauird b the m ) Draw the approximate locations of marriage x wall openings 4 toot or greater. Use this x 25 menkpwW?p1wwWn2!d@rda1hmm wEMe150 symbol to show the plers. x List all marriage wall opentrigs greater than 4 toot 26 x 26 and.thelr pier pad sizes below. ANCHORS opening Pier pad:size Oft f� - �":Y 3J�� �J'X'3S 1 IETIES within 2'of and of borne . spaced at V 4 oo.jg. _ 7IWR N COMPONEN•1 S 0WATM80 Longitudinal Stabllldng Device(LSD) _ Sidewail �Jl�r ^. ivai� bd�Q� Manufacturer Longitudinal `A Longltudlnal Sia6 lrr�G ce WI Lateral Arnrs Marriage wall Manufacturer ,, •✓J i� s/ Shearvvalt PERMIT WORKSHEET page 2 of 2 {' •PERMIT NUMBER ... ... . .. . .. �`�"` site! Marattan ' I FOCRET PENSTROMW&TEST Debris and organic material removed The pboket penetrometer tests are rounded down to —psf Water drainage:Natural Swals Pad Other or check hereto declare f 000 lb..soil without testing. _ astan na mul wl o units Plcor TAV ype Fastener. Sli6 t.ength: `+ �aoing: _ Ul Walls: Type Fastener t Length; Spacing: AZ POCKET PENETROMETER TESTING METHOD Roof. Type Fastener: Length: ' Spacirr Focused homes a min.30 gauge,8"wide,galvanmotal strip 1. Test the perimeter of the horhe at 61oca#lons, - will be centered'aver the beak of tha•roof and fastened with galy. roofing nails at 2"on center on both sides of the centerline. 2. Take the reading at the depth of the footer. C 7 , Gasket(w.d etpro4na S. UrAng S00 lb.increments,lake the lowest reading and round down to that increment. I understand a properly Installed gasket is a requirement of all new and used homes and that condensation mold,meldew and buckled marriage watts are _ a result of a poorly installed or no gasket being Installed I understand a strip X Z000 X./AO®, X /00® of•tape will not serve as a gasket. Installer's Initials TUNQUE PROBETEST ` �_.� - � Type gasket � u Installed: � • m y The results of the torque probated is 2-' inch pounds or check Pg. Between Floors Yes i here It you are declaring 5'anchors without testing — - . A test Between Walls Yes showing 275 Inch pounds or lass will require 5 foot anchors, Bottom of ridpebearn Yes Note: A state approved lateral arm system Is being used and 4 ft. .anchors are allowed atihe sidewall locatlone I understand 5 ft Weatfierpreofing anchors are required at all centerline tie points where the torque test reading Is 275 or less and where the mobile Home manufacturer may The bottomboard will be repaired and/or taped. Yes� Pa requires anchors with 40P0 lb holding capacity: Siding on units Is Installed to manufacturer's speofflcations. Yes rrgg.� instaalller's initiate Fireplace chimney Installed so as not to allow intrusion of rain water, es Ai.L TESTS MUST BE PERFORMED BY A V BNSED 1NS ALLI:R MizaWlaneous Installer Name �1 Skirting to be installed Yes No Dryer vent Installed outside of skirting. Y��� WA Date Tededi,f��T Range downflow vent Installed'outside of sklrtln� WA r Drain lines supported at 4 fobt intmals�; Electrical crossovers protected. Yes Other; icrineot electrical conductors between multi-wide touts,but not to the in po er ouroe. This includes the bonding wire between r►iult wide aerie. Pg.s Installer verifies all information given with this permit worksheet �PIUMbing • fsF accurate and true based'on the aonneot all sewer drains to an existing sewer tap or septic tank Pg. manufacturer's in Nation Instructions and or Rule'f 5C-1 &2 onnect all potable water supply piping to ling water meter,water tap,or other Installer'signature - Date�lal dependent water supply systems. Pg. i'�s APPLICATION ENGINEERING FOR HEATING AND COOLING PALM HARBOR HOMES-PLANT 6/9 605 S. Frontage Rd. Plant City, FL 33566 Manufacturer's Model#: 34oTL4oaaaA HVAC System Type: OVERHEAD GRAD FLEX FOR UPFLOW(SPLIT A/C) Prepared By LaSalle Air Systems &13/2010 (Method&Output C 2008) AN rights reserved:this information proprietary to LaSalle Bristol Co.&clients. Calculations on this page are based on design parameters set forth in ASHRAE and ACCA Manuals J and D. Design calculations are based on worst case orientation. Room loads may vary based on actual conditions. ENTIRE HOUSE VALUES-DESIGN ZONE: 1 (HUD) COOLING LOAD: 34,569 Btuh based on outside temp of 97 ° F(36 C)with inside temp reduced to 75 ° F(23 C) HEATING LOAD: 49,474 Btuh based on outside temp of 10 ° F(-13 C)with inside temp raised to 70 ° F(21 C) OVERALL HEAT LOSS COEFFICIENT: 0.087 CONSTRUCTION DETAILS&U FACTORS: (11-11-30) TOTAL FLOOR AREA: 1910.25 s.f. TRUE OUTSIDE PERIMETER: 180.33 It LOW CEILING HEIGHT: 93 in. HIGH CEILING HEIGHT: 108 in. NET WALL AREA: 11415.85 s.f. ROOF: 0.033 FLOOR DUCTS(U): 0 TOTAL Low-E window 280.00 s.f. WALLS: 0.104 ATTIC DUCTS(U): 0.238 TOTALS.S.G.D. 0.00 s.f. FLOOR: 0.076 EXT.DUCTS(U): 0.125 TOTAL Glass Block 0.00 S.f. Low-E wii 0.350 ATTIC DUCT AREA: 99.636 s.f exposed TOTAL Skylite 0.00 S.f. S.G.D. 0.630 EXT.DUCT AREA: 0 s.f exposed TOTAL DOOR1 AREA: 41.11 s.f. Glass Bic 0.790 PEOPLE: 4 TOTAL DOOR2 AREA: 0.00 s.f. Skylite 0.790 FIREPLACES: 0 WINDOW%OF FLOOR 14.66% DOOR1: 0.480 DUCT GAIN: 3258 Btuh WINDOW%OF WALL 19.09% DOOR2: 0.670 DUCT LOSS:. 4078 Btuh Mech.Ventilation per MHCSS 3280.103(b): 67 cfm SUMMER INFILTR: 109.5 cfm LATENT GAIN: 6310 Btuh Altitude: 30 It WINTER INFILTR: 219.1 cfm ROOM BY ROOM VALUES: 819.8 FPM, max velocity in trunk* 4 Requirements based on actual house loads Cooling Air Heating Air Maximum A/C capai without incorporating duct friction losses. Values for Values for 60 15 KW per MHCSS 3280.7- HEATING COOLING CFM 3.5 ton unit Gas/Oil Elec Calibrated Blower ROOM NAME LOSS(Btu) GAIN(Btu) DIST CFM Stuh CFM Btuh Btuh Btuh Sun Room 7,286 6,191 232 288 8,118 260 10,600 10,046 12,277 Great Room 6,965 5,498 208 228 6,429 206 8,395 7,956 9,870 Bedroom#2 4,042 2,526 101 113 3,189 102 4,163 3,946 4,528 Bath#1 3,401 2,055 81 55 1,536 49 2,006 1,901 2,345 Dining Rm 4,039 2,394 88 92 2,594 83 3,387 3,210 3,842 WIC-His 1,100 687 27 31 872 28 1,138 1,079 1,205 M.Bedroom 5,215 4.092 154 185 5,196 166 6,785 6,431 7,379 M.Bath 3,635 2,070 80 96 2,705 87 3,532 3.348 4,058 WIC-Hers 766 502 19 37 1,032 33 1,347 1,277 1,526 Utility 1,653 1,149 44 36 1,020 33 1,332 1.263 1,393 Kitchen 2,642 1,500 60 78 2,192 70 2,862 2,713 3,399 Breakfast 2,852 2,219 89 111 3,130 100 4,087 3,873 4,857 Entry 1,499 733 37 - - - - - - Bedroom#3 4,380 2,952 118 117 3,298 105 4,307 4,082 5,110 TOTALS 49,474 34,569 1,337 1,468 41,311 1,321 53,941 511 6 ,79 1 J L ' ` ^ . � \ 40 up, tic 1-518 v rip UI lie.03.1 TOM mom No mmm A'.11A ak is 10 rol- � NO U1 51, ILI _cis n ----------- -____' _____.-_.................. ---_-_-_ .................... ----__ -� � '--__- _ ■■■..■■■■�.l■■■■■■Ili.l■■■■■■■■■�I■■!�■■©■�■■■■!!J■■■■.11J■■ ■.■■■■■■■ eeeeeeeeeeeeeeeeeeeeeeeee ee��ee.■■■■■ ■.■■■■.■Oil■■. : ' o '''. �Ji■■■■!1■■■■■■■■ ■■■!!■■■0;■■■■■ NNE ��sQ�°�:CC■■! ■■•. . - ■■■■■■■■e■■■■■ llong ou. ...-�.e tl ir ik�°' ® ICI■■Il■■■■■■■■ so ■■■.■■■��.■■■■ 7 u1 .r1°R1�sli51 am ■.■■■■■■��■■■■■■■■1 I■■■ !■■■■11■■■■■■■■ ■■■■■■■■©I■■■■■■■■1 I■■. !■■■■II■■■■■■■■ ■■■■■■■■el ■■■■■■■1 I■■. i■■■■II■■■■■■■■ ■■■■■■■■©f■■■■■■■■1 I■■. ■■■■11■■■■■■■■ ■.......©I.■■■■■■■1 I■■. 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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 pier locations.6" Disc anchors 48"long with vertical ties are required at maximum 5'-4"center along both sidewalis 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 SD3 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. UPY LONGITUDINAL BRACE DETAIL FOR SD3 PIER PAD OUTSIDE HOME BEAM M►L9C SEAM CLIP W/ 4 .h"x1 h" CARRIAGE BOLTS X%2 7g" NOTES CARRIAGE BOLT MAXIMUM PIER la1:tlGMT 48" 1 1j' 41 LONGITUDINAL MAX. SlOEINALL HEIGHT 96' BRACE TUBE 39" FOR tit" TO 24' PIER MAX. BEAM SPACING 99.5" 44" FOR 12" TO 32" PIER MAX ROOF LAVES 16" 53" FOR 1.2' TO 406 PIER 65" FOR 12' TO 46" PIER NOTE: 1/2' 'BOLTS ARE GRADE 5 "x2 7�" CARRIAGE BOLT--," OLT WHEN USING LONGITUDINAL BRACES, 2ND PIER IN FROM THE END OF THE HOME MAY BE USED TO MAKE ROOM FOR BRACE TUBES, SD.3 PIER PAD LONGITUDINAL & LATERAL BRACING SYSTEM DETAIL ASSEMBLY DRAWING SEW— AWUW03LE r ti' aRAM 1tiJ8E S;. RgiMrid,Engineer CK OR CUP OEM .STEEL PIER �SRAC D'NHE LIP UP STEEL PIER PAD The Minute Man Anchors LLBS W/ANGLE DRIVE DRIVE PIN Bracing System was tested for PINS SD 3 Wind Zones 1,II,&III Tested 10/10/01 Rev.3/6/02 3,150 lb.WORKING LOAD ANCHORS WITH STABILIZERS AND FRAME Rev.7/14/04 TIES ARE REQUIRED ON 4 CORNERS OF ALL SINGLE WIDE HOMES. REV.2/1/10 ANCHOR STRAPS MAY BE INSTALLED WITH AN ANGLE AS LOW AS 45 DEGREES UP TO 90 DEGREES WHEN THEIR SOLE PURPOSE IS Rev. l/l/15 VERTICAL ANCHORAGE. FILE COP