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HomeMy WebLinkAboutPERMIT WORKSHEET' PERMIT WORKSHEEl ANNEDr _ ... page] or PERMIT NUMBER -New Home .-Used Home Installer EDDIE GRUNDEL License#€ IH111.8467 - -Manual Nome installed to the Manufacture`s lnstallation Address of home :614`NETTLES BLVD Hbme is installed In accordance with Rule 15--C _ being installed `"D Single wide - Wnd Zonell" V11ind one IIf © - ' -Jacobsen - Length xwidti 20 X 39 Manufacturer 9 Double wide Installation+Decal # -TBDy ®. _ . - - NOTE if home is a single wiide fill out one half of the blockfng,pI Triple/Quad ❑ Serial # TBD if home is a triple or cyuad wide sketch in i eaieinder ofhome I understand Lateral Arm Systems cannot be used on any home (new or used), _ PIER SPACING TABLE FOR USED HOMES where the sid6Wall ties exceed 5 ft 4 in. Instaliers Initials EG Typical pier spacing 2 ..61 lateral _ ... Show locations of Longitudinal and Lateral Systems longitudinal(use dark lines to show these locations) El EJ - -• merriagewall piers within2' of.end of homey iRule 1 c ._. .-_ capacity .. - 00tMe%0'IIIIIIIM_ IIIII��E�' IIIII���� s 111111111IM-,.. Inierpolatea rrorn Kure -i*L--1 pier spacing >aole. . PIER PAD SIZES POPULAR PAD SIZES -beam pier pad •size'- 717X22.5 Perimeter pier pad size. 16X16 Other pier pad sizes ` (required bythe mfg.} Draw the appro)orriate locations of marria wall openings 4 foot oe greater. Use this. symbol'to show the'piers. List all marriage wall openings greater than 4 fool. . .IIIIIIIII y-iiilt!•i �i[t�IIL>i!Y.T.YIIL! c�� s� WS*9 EE M UM- 1111=1111 p _. s . and their bier pads -below; ANCHORS Opening; Pier pad size -r-i--i-t-T--r^r-r-r-i--T--r-(•-'-i--i--�-'I-T-r^r-r-i .- 1 I_ 1 i 1 1 1 1 1. 1 t 1 I 1 1 r. , 1, r l, l l i r 1 1 , Oft 5ft r-T-r-,a-r-1--1-,-,-r-r-i 1 &4 17X22.5. _J_. ... 1 I.t. 2_& 3. 23 x31 FRAiIAETIES L-L._1�...,'_J,_i._L..L_L._I__..,-.a�1._}_2._,.._1--1-•�-�._L_�-L_I_-1-.1._.i._i.,-L _/....-t�,J_.J-_�.-L__.�.-:L-1 .._ _ , within 2' of end of home X r--1--I--t-y--r-*_r-i'_I-.-i-?-t--r-r-1-�--1-7�r^r^r-1--1^�-T-.+•-r-r _,_.-+_.�'-:-r.-.r-t-_.r-_, spaced at 6 4" oc _ r/:--(-13HF'R-TIE — - -- 1- i Number _ 4 _ t _ I-1- J _ 1 1 , I -- Longitudinal Sifabilizing Device (LSD) Sidewal I , r ,, 1 Manufacturer OLIVER Longitudinal i, �. , 1 , i , Ir i 1 r 1 t 1 I 1 1 1 1 Longitudinal Stabilising Device w/Lateral Arms Marriage wall r-'r-,.._ry-�:-*-r-r-r-1--1--+-•r �-r r�--1, �-?_ r- ,_ t._.r r.-,.'-,_.",-�-•r-r-.e•.-1 .. .. _-- _ .. 1 I 1 1 t Manufacturer Shearwall r-r4r1-4-T-r-r-r-i--i-11-1-11 -.r -i-1_-1--r-r.4_r_1-7'1.-7-r-.r.-f—1--,-n-T.-r-r-r_, PERMIT WORKSHEET PERMIT NUMBER POCKET PENETROMETER TEST 'The pocket penef-6meter tests are rounded down to 1500 p' f orcheck'here to declare 1000 lb.'soil without testing. X' 150( _.:, _ ..;X 150C... _ .. X 150( POCKET PENETROMETER TESTING METHOD ,1. Test'tFeperi.meterofthe home 6­t6'loc4666s. 2. Take the reading at the depth of the footer. " 3. Usirig'500 Ib. increments, take the lowest reading and round down to that'incremeni. X 150( _.. -.X 150( X 150( TORQUE PROBE TEST 'The results of the torque probe test is 289' in pounds or check here if you are declaring 5' anchors'withouftesting Atest showing 275 inch pounds or less will require'5 foot anchors. 'Note:*Astate approved lateral arm system is being used and 4 ft anchors are allowed atthe sidewall locations. I understand '5 ff� anchors are required -all cen4erline tie points where'the torque test reading is 275 or less and where the mobile home manufacturer may requires anchors with 4000 Ib bolding capacity. ,, ._ --EG Installer's initials _ _ ALL TESTS MUST BE PERFORMED -BY A LICENSED INSTALLER page z or z Site, reparation i Debris and ordanic material removed YES Water drainage. Natural Swale Pad X Other Fastening multi wide units Floor: Type Fastener: "LAG Length: 6" •Spacing: 24" "Walls: Type Fastener: LAG 1_ength:6' Spacing: 2.4" Roof: Type Fastener: GALV 'Length: Spacing: For used homes a -min. 30 gauge, 8" wide, galvanized metal strip will `be cenfered over the peak of`the roof and fastened with`galy. goofing nails at2" on cehter on both sides oftHe centerline. Gasket (woathorproofing roquiromont) I understand a properly installed gasket is a re-quirenient ofall new and used homes and that condensation, mold, meldew and buckled marriage wails'are .'a result of a poorly installed or no gasketbeing installed. t understand a strip of tape will nofserveas a gasket. Installer's initials EG -Type gasket FOAM Installed: Pg. B@tween Floors Yes. X Between Walls Yes X Bottom of ridgebeam Yes X Weatherproofing The bottomboard will be repaired and/or taped. 'Yes X'. Pg. Siding on units is installed to manufacturer's specifications. Yes X Fireplace chimney instal led sous not to allow intrusion of rain water. Yes X Miscellaneous Installer Name EDDIE GRUNDEL Skirting to be Installed. Yes'X No Dryer vent installed outside of skirting. Yes X N/A down Date Tested Range low vent installed outside of skirting. Yes X N/A Drain lines supported at foot intervals. Yes X Electrical crossovers protected. Yes X Other e ctnca onnect electrical condutors between multi -wide units, butnotto the main power �uroe. This includes the -bonding'.' ire between mutt -wide units. Pg. onnect all sewer drains to an ewsting sewer tap or septic tank. Pg. onnect all potable water supply piping to an e)asting water meter, water tap, or other .rl c+nc+nrion{•.niotcr cunnly cvc tcmc Pn. Installer Signature U1J1T DEVM ,_(MAX. SIZE PER DESIGN SCHEDULE �----------------T UNir I a (SEC- DESIGN SCHEDULE ON SHEET I 4115 FOR [C IGHUNIT75� AND E i STAND DEPTH i o F--• • •�PER DESIGN SCHEDULE L'(--) � I of Ii HR TUBOLTSTO INTERLOC-K SQUARE! =Itr�7 9 TU81TUBINGd E3 O V TOPOF TOP OF ROOF H �I.-6 ROOF HOSTSTRULTURL -•--•----..—,. — ROOF FINISH FINISH UNIT DEPTH }— (MAX. SIZE —J j PER SCHEDULE) uz� I t i 48' TYP. STAND DEP HOST STRUCTURE RAILS NAY (tE SPACEO AT 24•, W 48. ONLY, �HTERIiD ABOUT FIXED FRAME —.. 4 ANCHORS BASE RATE 3' MAX 7155UI4E0 4 ATdO10R5—/ - C� BASE TMTE ROOFRJG PeRPLATT= 11STDyHD/XHD" s �AL(c�I(o "FIXED" ASSEMBLY 7TICKNESS (SEi /iNCHOR ASS MBLY ELEVATION THICK&M ( SCHEDULE 2 ELEVATION GcMEDULs FOR ANCHORL'>sl'-0' END ELEVATION 3 SCALE: 1"®1'-O' END ELEVATION YSCAIE: SPECS) -�•-R-RA 2 imuzE HEXr-HIGHEST STAND HEIGHT FOR �^DLARGER ROOFING WITHOUT RnR1tC NFaff-s" ALLEST 1 ROOF THICKNESS. FOR INSULATION OMIT3' THICKNESS AND UnUZE CLEAR STAND DCF.H FOR VALIus IN I BETWEE-M EXISTING TACLES HEIGHT FROM FINISHED FLOOR. SPECIAL CONDITIONS o HMJ450 a MAXta� REQUIRE SITE -SPECIFIC ENGINEERING., WIGHT AS VMFIED OY OTWLRS, TYP. 'r Q1 -T_ 1 [i ) IT] S (al 0,) (SEE TIRO � c i salm.l m � sEFtED. (�.) iX -0.125' 8.555 ro CRC TIEAIBN [ /��gT1CNRhO £Q7M�EpM'B�E�R_— 111J����J777 4--1.37u -4 6-r-o" TUEE AT i 1 0.7sm 0.REB 0. CENTER OF TYP. '{ CE (SEE SG.) Dl TREE'. TABLES PLATE (SEE IAIS'P• I y40a)S' ! TI/K (S O DERAIL 213S II GALV. I SCHED.) ,^y DASD, I i BOLT d 0240" CO.: 0250' -2ACO' ,) t 4 C•CHANN 5 POST 3 BASEPLATE FOR ANOfOR WITH 0.�7,., DAMCTCRSan n,s.c.ev UNIT DEPTH .i UNIT WIDTH REF. — CONFIGL DETAILS STAND WIDTH I! LEG SPACING PER CONFIGURA7TON ! DETAILS MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED III DESIGN SCHEDULES DESIGN NOTES: GENERAL NOTES 1. THIS SVSWM WAS OEM OESIGI&D AND SHAL.OE FABRICATED m ACCORDANCE WITH THE STRUMAX PROVISLO!%S OF THE FLORIDA LAULDIw CODE SIXTH LDRTION (mU) & 7FIE2015 INTERNATIONAL LULL LNG CODE FOR use WITHIN AND OLITSIOE OFnm HIGH YO.00TTY INRRICANSZONS 2. CONTRACTOR SNARL ENSTIRE TFMtT EAO1 INSTALLATMN ASgNBLY 3. SEISMIC O RISK CATEGORY AC a. WHICH CONFORMT9 I AS LISTED OF ALLsUPPtXtnNa sURFACFS m THIS NATUD DYTIM PERMITTING CO!i RACTOR NA USE WITH HOST SMIXTWRF Slhr, ASO MEIHOOOLOCY. DESTC.V XIFY APPUCA9ILITY AND/OR ADDITIONAL LOCAL CODES MOWDU (S) PITCHES HIM PAST HEHOEAS SHALL Be ALL"" ALLOY TYPE 6061-TO B. ALL EXLSTLNG CONCRETE SUDSTRATQ 9NALL HAVE MININRM fC aMU'RESSIVE SYREN'GM OF 3000 PST AS VERIFIED BY OTHERS. 10. MUMINUH MELDING FI4ALL EIF FERFORHED IN ACCOPI)AN L' WITH FOC SECTION 2003.0.L4 WITH WEIR FILLER ALLOYG MELTING ANSUAWS A5.10 67AKDARDSTO ACHIEVE LR.TItM1TE DESIGN.s1RESM IN ACCORDANCE - WIT" YFIE ALUMINUM DESIGN IMFLWtL. TARRE A3.0 Wt=i1T FILLER: 3303 ELECDRODPS. ALL ALUMINUM CONSTRt CTION SHALL BE IN CO4FORRMCE VYITH THE TOWRA=%QUALITY ANO VM)i005OFCOMMUCTION AO SET FORTH IN FOC SCCFION 2003.2 M 0 THE AMMUCAN WELDING. SOCIEM GOWCTVRAL WNDINC CDOI-ALVNIRUH. MI14". WUP IS W THROAT FULL. PERLIKTCR nUfr WELD UNLESS OTHERWISE NOTED- I1. THE R HIITEPATE CTOA 15 RESPONSIBIL' TD INSIMTE MEY4 T5 FROM 01551M1lAtt NALG TO P(UtVEM ElECTItOtY515. L2. ELECTRICAL CROM, WHEN REQVMW, TO LIE DESIGNED & INSTALLED BY OTFM. ALL MECHANICAL MaFICATIONS (CLEAR SPACE, TONNAGE, LTC.) SHALL PE AS FOR NATAIFACMXtEA RECOMMUOATIONS AND ARE THE EXPRESS R@SPOALSLQD3TY OF THE COWPACTOR. 13. BAY, KUt SW: AFRXED HERETO VAUCAIVS SYWMRAL OEMC N AS SHOV7f OXLY. USE OF THIS SPECIFICATION BY CONTRACTOR, eL at INDWIMES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCIWING LEGAL FEES & APPELLATE F '" AFStILTItiG I" MATERIAL FABRICATION, SYSTEM ERECTION, CONSMULTIOn PRACDCES MONDT1AT WHICH 19 CAUM FOR DY LOCAL. GTATE, a FEOTNLL CODES 8 FROM DEVIATIONS OF THIS PLAN. 14, THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOTT ROVLDE INFORMATIOYFORASKlMrICWM FOR SRECONOITIONS DIFFERENT 1E0M THE CONDITHM. DFrADEO HEREIN, A LIC17aSED EAY.H M OR REGISTERED ARCHITECT SHALL PREPARE SITE SPEOFLC DOCVHENIS FOR USE IN CONNNIMON WITH THIS DOCUMM. I % OYCE►T AS ENPRESSLY PAOWDED HEREIN, NO ADDITIONAL. CEATIFICAMNS OR ARTRHATIONS ARE INTENDED. if, AC' AKOS SKRU. BE LAaaED COM1TAINENG: PRECISION AWK1NUM PROOUCTS, INC. OMRFIEO BEACH, FL FLORIDA PRODUCT APPROVAL I4943ER iu1mq p( OID 0 15-2480 FILE COPY. . . ., d /— . ©� � � \ � .�� 9»