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HomeMy WebLinkAboutMobile home Packet PERMIT WORKSHEE I I (page •i or. PERMIT NUMBER New Home Used Home Installer THOMAS GRUNDEL License# IH1025148 ////��11 Home installed to the Manufacturer's Installation Manual Address of home 7o t Q/! $ Home is installed in accordance with Rule 15-C being installed ( y �F n Single wide Wind Zone II end Zone III Manufacturer Length xwidth " Double wide Installation Decal# '-D NOTE: if a is a single wide fill out one half of the blocking plan Triple/Quad [1 Serial# if home is a triple or quad wide sketch in remainder of home � o I understand Lateral Arm Systems cannot be used on any home(new or used) PIER SPACING TABLE FOR USED HOMES where the sidewall ties exceed 5 ft 4 in. o �. Installer's initials TG �s Load Footer „ 16 x 16" 18 1/2"x 18 20"x 20" 22"x 22" 24"X 24" 26"x 26" Typical pier spacing bearin apaciy (sq n)size (256) 1/2"(342) (400) (484)" (576)" (676) lateral 2' 61 ps Show locations of Longitudinal and Lateral Systems ps longitudinal (use dark lines to show these locations) ps 2500 ps 3000 psT- 3500 ps interpolated from Rule 15G1 pier spacing table. Li _ Li Li Li Li PIER PAD SIZES POPULAR PA 1 I-beam pier pad size 17X22.5 Pad Size q n X Perimeter pier pad size 16X16 16 x 18 288 .. 18.5 x --i ---- ----- --- --- ---------------------------- _ _760— Other pier pad sizes x 22.5 ---- (required bythe mfg.) x x El Draw the approximate locations of marriag 20 x 0-i wall openings 4 foot or greater. Use this x3/lb 441 marriage wall piers within2'of end of home per Rule 15C symbLi Li ol to show the piers. x 24 X List all m arriage wall openings greater than 4 fool x and their pier pad sizes below. Li Li L-i LiANCHORS Opening Pier pad si r-r-r'1--I-'1-T-T-r-r-,--1-9-T-r-r-r-,^-i-'1-T-T-r- � 4ft X 5ft 1 1 1 1 1 1 t 1 I 1 1 I t , 1 , 1 , 1 1 I 1 , 1 , 1 , 1 , 1 1 -,--,-'1-;-r-r-;-,--1- -T-,--r-r-,--,-;-T-r-,--r-,"'1-;-;-,--r'-1 1-5 17X22.5 FRAMETIES YL'L`LJ_J_J_1_L_L_L-1_J_J_1_L_L_tJ-J_J-J-1_L_L L_L-I_J" I , .11 1 I 1 I within 2'of end of home X - r- r-,- n-+^r-r-1r n-�- 1 1 1 1 •1 1 , , 1 1 1 , 1 1 1 , 1 1 1 1 1 , 1 1 1 1 1 , 1 1 1 1 1 , spaced at 5'4"oc�_- r-r-r-i ti-T'T-T-r-r , OTHER TIESr'rY-,- -;-Ir-I- t 1 , �_J_S_ _ L_L_i_J-J_J_J_L_L_1_!_!..J_1_1_�_1_J_�_!_S_L_L_L!_! TI®OWNCOMPONENTS I 1 I 1 1 I I I I 1 , I I 1 1 1 , I 1 I 1 1 1 1 1 , 1 I I 1 1 Number L_1-J_J-J -1_J_J_J..L-L_L-1-.J_J_J-L-L_'-_I-J_J_1_1_L-LJ-J_J_L_L-L_L-1 1 „ I , I , 1 , + 1 1 1 1 1 I 1 1 1 1 1 ' 1 I I 1 1 1 Longitudinal Stabilizing Device(LSD) Sidewall J_.r_1-L..f_L_I--1- -J-4-L-I_.-1-J-a-4-L-L-I- J-J_1-&- _- -1_J .,:_._1 Manufacturer OLIVER Longitudinal _, `.i-.a- - -a-r- -,-..,-.,-?-r- -r-I_-1- -+-r- -I--I--+_'�-+-r-r-r-1-� 1 1 1 1 1 Longitudinal Stabilizing Device w/Lateral Arms Marriage wall 4 •-r-r-,--1--,-r-r-r-r-ram^ -T-r-r-r-r-+- -*-r-r-r-,--r- -♦-r-r^�--r -4-T-r-1.-I Manufacturer Shearwall 1 1 I 1 1 1 T- -T-r-r^r-1-�-4-T-T-r-r-I i P_ PERMIT WORKSHEET 1 page z or x PERMIT NUMBER POCKET PENEMMETER TEST Site Preparation 1500 Debris and organic material removed YES The pocket penetrometer tests are rounded down to psf Water drainage: Natural Swale Pad X Other or check here to declare 1000 lb.soil without testing. Fastening multi wide units X15fd X1511 X15 Floor: Type Fastener: LAG t 6" Spacing: 24" Walls: Type Fastener: a 6, _ Spacing:244" POCKET PENETROMETER TESTING METHOD Roof: Type Fastener: a gt Spacing: For used homes a min. 30 g uge, 8"wide,galvanized metal strip 1. Test the perimeter of the home at 6 locations. will be centered over the peak of the 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. Gasket(weatherproofing requirement) 3. Using 500 lb. increments,take 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 walls are a result of a poorly installed or no gasket being installed. I understand a strip X 15%jj X 15ft X 15 of tape will not serve as gasket. Installer's initials TG 'TORQUE PROBE TEST :77771 Type gasket FOAM Installed: The results of the torque probe test is 285 inch pounds or check Pg. Between Floors Yes X here if you are declaring 5'anchors without testing . Atest Between Walls Yes X showing 275 inch pounds or less will require 5 foot anchors. Bottom of ridgebeam Yes X Note: Astate approved lateral arm system is being used and 4 ft. anchors are allowed atthe sidewall locations. I understand 5 ft e-atherproofing 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 bottom board will be repaired and/or taped. Yes X Pg. requires anchors with 4000 lb holding capacity. Siding on units is installed to manufacturer's specifications. Yes.X�_ TG Installer's initials Fireplace chimney installed so as not to allow intrusion of rain water. Yes X ALL TESTS MUST BE PERFORMED BY A LICENSED INSTALLER Miscellaneous Installer Name THOMAS GRUNDEL Skirting to be installed. Yes X No Dryer vent installed outside of skirting. Yes X N/A Date Teste Range downflow vent installed outside of skirting. Yes X N/A Drain lines supported at foot intervals. Yes X Electrical crossovers protected. Yes X Tom— _ Other: ec rrca onnect ele :dal nductors between multi-wide units, but not to the main power :)urce. This i he bonding wire between mult-wide units. Pg. Installer verifies all information given with this permit worksheet Plum bing is accur to nd true bptsgd on the onnect all se s to an e)asting sewer tap or septic tank. Pg. manufacturer's in n instruc s and or Rule 15C-1 R 2 onnect all potable water supply piping to an existing water meter,water to or other Installer Signature �' Date P PP Y P P� 9 9 P. .rdc+nnnrinnluro/cr cnnlcvc/omc Dn r r 1 38' -- - -- BUTTS/ CENTRAL T-10 1/2" 2'-1011 . _ 5' --2'-7 1/2" -- --- 20'-6$1 LAN AS SHOWN --3 � r 2 8 5 -9 1116 6 _ PROPOSED PLAN A 1. DIMENSIONS ARE APPROXIMATE h 3068 2840DH 606E Washer Dryer woes`cv 51 1� ---"--=— 46804 ca 2668 \ , 72 /r \ 1._` 4_ une 1 1 i — - - 6"high. S832 har 8'-7 7/16" - U hwas 6a --� ... -..._ Ll 26500H 283ODH 2840DH �w2r 3 2'-611 _ 3'-211 7'-5" = = 2'-8" = 6-7 9116" 91- _ ---- 5' 23'-5" -- - ----- -- i page I OLIVER TECHNOLOGIES,INC. revision 6/07 FLORIDA INSTALLATION INSTRUCTIONS FOR THE MODEL 1101 "V"SERIES ALL STEEL FOUNDAIJON SYSTEM MODEL 1101"V"(STEPS 1-15) LONGITUDINAL ONLY.FOLLOW STEPS 1-9 FOR ADDING LATERAL ARM:Follow Steps 10-15 FOR CONCRETE APPLICATIONS:Follow Steps 16-19 ENGINEERS STAMP ENGINEERS STAMP 1.SPECIAL CIRCUMSTANCES: If the following conditions occur- STOP! Contact Oliver Technologies at 800-284-7437: a),Pier height exceeds 48" b) Length of home exceeds 76'c) Roof eaves exceed 16"d) Sidewall he ght exceed 96" e) Location is within 1500 feet of coast INSTALLATION OF GROUND PAN 2. Remove weeds and debris in an approximate two foot square to expose firm soil for each ground pan 3. Place ground pan (C)directly below chassis I-beam . Press or drive pan firmly into soil until flush with or below soil. SPECIAL NOTE: The longitudinal"V"brace system serves as a pier under the home and should be loa ed as any other pier. It is recommended that after leveling piers, and one-third inch (1/3")before home is lowered mpletely on to piers,complete steps 4 through 9 below then remove jacks. INSTALLATION OF LONGITUDINAL "V" BRACE SYSTEM NOTE: WHEN INSTALLING THE LONGITUDINAL SYSTEM DALY, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTIO I IS REQUIRED.SOIL TEST PROBE SHOULD BE USED TO DETERMINE CORRECT TYPE OF ANCHOR PER SOIL CLASSIFICATION.IF PROBE TE READINGS ARE BETWEEN 175&275 A 5 FOOT ANCHOR MUST BE USED.IF PROBE TEST READINGS ARE BETWEEN 276&350 A 4 FOOT A HOR MAY BE USED.USE GROUND ANCHORS WITH DIAGONAL TIES AND STABILIZER PLATES EVERY 5'4" .VERTICAL TIES ARE ALSO REQ'IIRED ON HOMES SUPPLIED WITH VERTICAL TIE CONNECTION POINTS(PER FLORIDA REG,). 4. Select the correct square tube brace(E)length for set-up(pier)height at support location. (The 18"tub,,is always used as the bottom part of the longitudinal arm). Note: Either tube can be used by itself, cut and drilled t length as long as a 40 to 45 degree angle is maintained. PIER HEIGHT 1.25"ADJUSTABLE 1.50"ADJUSTABLE j (Approx. 45 degrees Max.) Tube Length Tube Length 7 3/4"to 25" 22" 18" I 24 3/4"to 32 1/4" 32" 18" 33"to 41" 44" 18" 40"to 48" 54" 18" 5. Install (2)of the 1.50"square tubes (E 118"tube) )into the"U"bracket(J), insert carriage bolt and lea nut loose for final adjustment. 6. Place I-beam connector(F)loosely on the bottom flange of the I-beam. 7. Slide the selected 1.25"tube (E)into a 1.50"tube (E)and attach to I-beam connectors(F)and fasteri'll oosely with bolt and nut. 8. Repeat steps 6 through 7 to create the"V" pattern of the square tubes loosely in place.The angle is n t to exceed 45 degree and not below 40 degrees. 9.After all bolts are tightened, secure 1.25"and 1.50"tubes using four(4) 1/4"-14 x 3/4"self-tapping scre in pre-drilled holes. INSTALLATIONF LATERAL TELESCOPING TRANSVERSE THE MODEL 1101 "V"(LONGITUDINAL&LATERAL PROTECTION)ELIMINATES THE NEED FOR MOST STABILIZE t PLATES&FRAME TIES. NOTE:THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES SPACED AT 5'4". FOUR FOOT(4')GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SPEC FIES DIFFERENT. 10. Install remaining vertical tie-down straps and 4'ground anchors per home manufacturer's instructions. OTE: Centerline anchors to be sized according to soil torque condition.Any manufacturer's specifications for sidewall ar chor loads in excess of 4,000 lbs. require a 5'anchor per Florida Code. 11. NOTE: Each system is required to have a frame tie and stabilizer attached at each lateral arm stabilizini i location. This frame tie& stabilizer plate needs to be located within 18"from of center ground pan. 12. Select the correct square tube brace(H)length for set-up lateral transverse at support location.The le gths come in either 60" or 72"lengths. (With the 1.50"tube as the bottom tube, and the 1.25"tube as the inserted tube.) 13. Install the 1.50 transverse brace (H)to the ground pan connector(D)with bolt and nut. 14. Slide 1.25"transverse brace into the 1.50"brace and attach to adjacent I-beam connector( I )with bol' and n { 15. Secure 1.50"transverse arm to 1.25"transverse arm usinq four 4 1/4"- 14 x 3/4"self-ta in-QAwwws V're AL OLIVER TECHNOLOGIES, INC. a phone:931-7964555 1-800-284-7437 x, Fax:931-796-8811 www.olivertechnologies.com longitudinally or 18 inches transverse to allow proper distance between the concrete bolt and the edge of t concrete(see below). c) Footers must have minimum surface area of 441 sq. in. (i.e. 21"square), and must be a minimum of 8"deep. d) If a full slab is used, the depth must be a 4"minimum at system bracket location, all other specifications mu t be per local jurisdiction. Special inspection of the system bracket installation is not required.. Footers must allow for at least 4"from he concrete bolt to the edge of the concrete. NOTE: The bottom of all footings, pads, slabs and runners must be per local jurisdiction. LONGITUDINAL: (Model 1101 LC "V") 17. When using Part# 1101-W-CPCA(wetset) simply install the bracket in runner/footer OR When installing in c ired concrete use Part# 101-D-CPCA fdryset) The 1101 (dryset)CA bracket is attached to the concrete using(2)5/8"xY concrete w dge bolts (Simpson part# _S162300H 5/8" X 3"or Powers equivalent). Place the CA bracket in desired location. Mark bolt hole locatior s,then using a 5/8"diameter masonry bit, drill a hole to a minimum depth of 3". Make sure all dust and concrete is blown out of the holes Place wedge bolts into drilled holes, then place 1101 (dry set)CA bracket onto wedge bolts and start wedge bolt nuts. Take a hammer a+ lightly drive the wedge bolts down by hitting the nut(making sure not to hit the top of threads on bolt). The sleeve of concrete wedge bolt needs to be at or below the top - of concrete. Complete by tightening nuts. LATERAL: (Model 1101 TC "V") 18. For wet set(part# 1101-W-TACA) installation simply install the anchor bolt into runner/footer. For dry set ins Ilation (part# 1101-D-TACA) mark bolt hole locations, then using a 5/8"diam. masonry bit, drill a hole to a minimum depth of 3". Makes re all dust and concrete is blown out of the hole. Place wedge bolts (Simpson part#S162300H 5/8"X 3"or Powers equivalent)into(D) ncrete dry transverse connector and into drilled hole. If needed, take a hammer and lightly drive the wedge bolts down by hitting the nut(making sure not to hit the top of threads on bolt), then remove the nut. The sleeve of concrete wedge bolt needs to be at or below Ine top of concrete. 19. When using part# 1101 CVW (wetset)or 1101 CVD (dryset), install per steps 17 & 18. Notes: 1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE 2. • =STABILIZER PLATE AND FRAME TIE LOCATION (needs ID be bcallied wiihn 18 i d-es of center of got nd pen or ooncliE�P) 3. � LOCATION OF LONGITUDINAL BRAGNG ONLY 4. J-=TRANSVERSE&LONGITUDINAL LOCATIONS REQUIRED NUMBER AND LOCATION OF MODEL 1101 "V" OR 1191 C "V" BRACES FOR UP TO 4/12 ROOF PITCH ALL WIDTHS; AND LENGTHS UP TO 52' • • • • • • i I I • • • • I • i ALL WIDTHS; AND LENGTHS OVER 52' TO 80' I I —42 I • • • • • • HOMES WITH 5/12 ROOF PITCH REQUIRE: PER FLORIDA REGULATIONS 6 systems for home lengths up to 52' and 8 systems for homes over 52' and up 0'. One stabilizer plate and frame tie required at each lateral bracing system. i Florida approved 4'ground page 3 anchors may be used in all revision 6/07 locations except where home manufacturers speci- fications for sidewall straps }; are in excess of 4,000 lbs. I- Transverse arm I-beam ;t 1 1 1 1 1 1 1 These locations require a 5' connector anchor.Per Florida Code. / <H Transverse arm \ Top(1.25') bottom(1.5') C= GROUND PAN j D=GROUND PAN CONNECTOR O-Ground F-:V'brace I-beam U BRACKETS NSVERSE Pan connectors E=TELESCOPINGV BRACE transverse TUBE ASSEMB W/ 1.5 BOT- conneGors J-ground Pan TOM TUBE AND 1.25 TUBE vri V Bracket INSERT F="V" BRACE I-BE M CONNEC- TORS ASSEMB E-'V'Brace Tu H=TELESCOPING RANSVERSE Top(1.25-) ARM ASSEMBL Bottom (1.5") / 1 =TRANSVERSE A M I-BEAM -Ground Pan CONNECTOR J=V PAN BRACKET Model # 1101 "V" 1-t3eam Mat clamp Alternate Hole for (1)Per Assembly Longitude dry Narrower Beam Flange concrete bracket part# 1101 D-CPCA - ,. `% @F_ Grade 5-1/2'x 1' -' Carriage Bolt&Nut Wet bracket part# ' 1101 W-CPCA not Grade 5-112"x 2 1/2- Model 110 1 CVD shown Carriage Boll&Nut ` I-BEAM CONNECTOR BRACKET Model 110 1 CVVV not shown ;Florida approved 4'ground C= CONCRETE F OTER/RUNNER :anchors may be used in all D= CONCRETE U BRACKET TRANSVERSE ilocations except where home :manufacturers specficetions CONNECTOR( nnects with grade 5-12"x 2 ;tor sidewall straps are in ! 1/2""carnage &nut) :excess of 4,000 lbs.These I- Transverse arm I-beam {} 11 t i k 1 k111 1 kl E=TELESCOPIN V BRACE :locations require a 5'anchor. connector - — :Per Florida Code. H- Transverse arm TUBE ASSEM Y W/ 1.5 BOT- Top(1.25') TOM TUBE AN 1.25 TUBE �— bottom(1.5') INSERT j F ="V" BRACE I M CONNECTOR ASSEMBLY o-Concrete F-:V'brace I-beam (connects with rade 5- 1/2"x 4"carriage bolt U bracket connectors & nut) transverse �Y/ H =TELE$COPINC TRANSVERSE ARM colors J-Concrete ASSEMBLY v Bracket I =TRANSVERSE ARM I-BEAM CONNECTOR (connects with gr,de 5-12"x 2 12""carriage bolt &nut) E-'%r Brace Tub _ r J=CONCRETE"V" BRACKET(connects with Top(1.25') grade 5- 1/2"x "carriage bolt&nut) Bottom (1.5-) -Concrete Footed Runner a Model # 1101 C W" OLIVER TECHNOLOGIES, INC. Telephone:931-796-4555 1-800-284-7437 Fax:931-796-8811 www.olivertachnologies.com HANDRAIL GRIP SIZE 8• J STAIR TREL AND RISERSail J 1,'-2i THE MAXIMUM RISER HEIGHT SHALL BE 7-J/4 INCHES. THE RISER a Egg SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT T•.r �T. OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. -. � y, W R A SSS 2' maz. � � THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE Y a N 5" .e MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION S W u OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. s y / 0 -�—Tj}' THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE g A",T€ SMALLEST BY MORE THAN 3/8 INCH. pe O O" THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER NONCIRCULAR CIRCULAR RECESSED THAN 9/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS.A NOSING 15 NOT REWIRED WHERE $g Prnrnrlel ' Penmetar>C♦ THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. 4' 8♦ *p i q 11 p o -HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE FF ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. ••-01^�• ,T. 5 4" X 6 BOARD RAIL CAP *HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH 5•-0'MAx / THE QUAROS MAYBE WOOD, ALUMINUM,VINYL.,OR EQUIVALENT. u CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS. • Lu HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A OPENINGS SHALL NOT ALLOW LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO THE PASSAGE OF A 4" DIAMETER SPHERE - r�- TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. /^/ 2 X 4 TOP & BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWS ON INSIDE FACE. OPENINGS FOR REQUIRED GUARDS ON THE 3'-0"LANDING HEIGHT- 5 STEPS(MIN.) 2 X 2 BALUSTER SIDE OF STAIR TREADS SHALL NOT ALLOW A 4'-D�LANDING HEIGHT= 7 STEPS(NIN.) (n MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2" SPHERE 4-3/8" TO PASS THROUGH. W WOOD SCREWS FOR RIM JOIST TO POST 'q CONNECTION, (5) 16d NAILS OR EQUIVALENT ATTACH BALUSTERS TO TOP & BOTTOM O P.T. STEP LANDING FLOOR FASTENE W/MIN. (1)#8 WOOD SCREW OR EQUIV. TO HOST FLOOR MEMBERS USING SIMPON'S 1/4" X 3-1/2" SOS WOOD SCREWS OR X STAIR AND LANDING ILLUMINATION REQUIRED ' \ EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN b•' .T. 2X6 v CONCRETE OPT10W 2X6 P.T. LANDING CONSTRUCTION IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND 16" O.C. FLOOR JOISTS USING (5) 16d NAILS OR ANCHORS AND TIEDOWN STRAP CAN BE OMITTED. EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING CONCRETE SLAB USING SIMPSON'S L-BRACKET OR EQUIVALENT. 30" GROUND ANCHOR W/ TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) m (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16d NAILS OR EQUIVALENT AT EACH (3) 2 X 12 P.T. STAIR STRINGERS w 2X6 TO POST CONNECTION. These plans and specifioafions ppvy �@ 2014 C-Residentsl(5th dId.n) com 1 with Section 1609 of Its Dr@Mng Number: V., ULTIMATE DESIGN WIND SPEED-170MPH S1 STEP CONSTRUCTION V ASD.NOMINAI.DESIGN WIND SPEED-132 MPH NOTE: (TABLE 1SO4.AI) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING (3.ondg.) ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. Bwry°"'a'"°'"9s — 318 S. gmi St..100 At I STAIR COMPONENTS TO 8E PRESSURE TREATED LUMBER LBIu WNs4,F'33M 3+e s.e�IC H.y.en+as ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL Fm:I �0 —RIGHT Faz:7-888-8862044 ©wvnwn*m+a VERTICAL VINYL SKIRTING ( components installation i I i WALL f -M P BACK AT.TAC HEM v,!rrw aijc tncH 5�R6wS I6"A�aRT i TOP �-ROtiT FLOOR S'AIAPS 6Pj r0 Tap BACA t"DE9 SC iZE W� AND PANE.I C.,T� VE I TED PAA+6L--s. BLOCK SmPPOA '' 3.9 {n4mcs PER Fool —` SECuREB C,F %?ENTtLArtoW ?DP 9aC-K Aua rSGTT'pM Rh1L, VW �,� lr.GN SL-R v,S l6•' or- AC �1LL OArIELs ;Qa; '�cCEsb1Bt_E Sy � RF-rA0VtNG '[DP FRpUT tjtin P L,-gaj UP ON PAN(=L j ff BoT�-oeh -r- ACK I WrTACKCO 't0 G f Rpt,tiY> tV IT~ 7 o,,* GAW4h117E0 NAIL 19 BOG (tF SG�L l5 SantoV -rwEN I �I 4 f PERMIT WURKSHEE 1 j page 'r os z PERMIT NUMBER //� � �6,)�`� r New Home ® Used Home [] Installer THOMAS GRUNDEL License# IH1025148 Home installed to the Manufacturer's Installation Manual Address of home 10701 S OCEAN DR 892 Home Is installed in accordance with Rule 15-C (� being installed JENSEN BEACH, FL 34957 Single wide '✓end Zone II F_� Wind Zone!{I Manufacturer JACOBSEN Length xwidth ` Y Double wide ® installation Decal # TBD NOTE: if home is a single wide fill out one half of the blocking plan Triple/Quad LI Serial# JAC FL 34229 if home is a triple or quad wide sketch in remainder of home I understand Lateral Arm Systems cannot be used on any home(new or used) PIER SPACING TABLE FOR USED HOMES where the sidewali ties exceed 5 ft 4 in. Installer's initials TG Load I Footer 16"x 1G' 18 1!2"x 18 20"x ?_0" 22"x 22" 24"X 24" 2E"x 26" Typical pier spacing bearing size (256) 1/2"(342) (400) (484)" (576)- (676) capacity 1(sq in) 6, aera 2' 1 ps v Show locations of Longitudinal and Lateral Systems 1 psr 4 long tud,nn' (use dark lines to show these locations) ps _ ps 3000 ps i 3500 osf interpolated from Rule 15G1 pier spacing table. PIER PAD SIZES Pt7Pt1LA�Z PAC3'SIZES L-i Li I-beam pier pad size 17X22.5 Pad Size .q n x 16 � �El 1­1 - Perimeter pier pad size 16X16 16 x II L-I Li Lj 3 Other pier pad s izes I x -- ---------------- -- -- ------------------------ ----- - (required bythe mfg.) —1 r x �.. �.,. - 1 4 x 1,14 4 Draw the appro)dmate locations ofmarria L x 499-1 wall openings 4 foot or greater. Use this x 1 o symbol to show the piers. 7 i x r¢T riac{ew01 pears within2'or and of ipn9D per Rule 15 24 x l i I List all marriage wall openings greater than 4 fooLi Li L-J Li x o and their pier pad sizes below. A NC HORS I Opening Pier pad size -r- -I-�r•-�-� f I -rI --rI -r , T-rr 1 1 r , 1 , ' ' ' Oft X 5ft T-r - �-r i �- I- -1r 1-5 17X22.5 I , 1-J + I I I_i_1_!_L_'_-'-J_J-i_1-L_'__'-J_J_�_1_L_L '_!_J_i_1___ I -�-�-k- 1 T:-r-�--�-I , I I -I , I FRAMETIES within 2'of end of home X/�— spaced at 5'4"oc X lid- , II _ I _--- -r� --,- -T- -r-;-i-I--I- 7-r-r----�-�- I I - OTHERTIES 1_I _L_ I I_J_1_1_' _L-I__'_J_1_1________ '_ '_1_L____ TIEDOWNCOMPONENiS j Number _1_1_L_'-_'_J_J_1_L_L_L_'_1_J_i_L_L_'__' f _ , , 1 I 1 1 I 1 I I ' 1 ' ' ' ' ' Longitudinal Stabilizing Device(LSD) Sidewall -L- _ -'_-1-._s_a_L_'-_,_J_-�_J_a_L_L _1_a-L_1-_I_J . I ' I r Manufacturer OI_IVER Longitudinal Longitudinal Stabilizing Device w/Lateral Arms Marriage wall 1 , 1 I I I 1 ' 1 1-i Manufacturer---____ Shearwall � r-I- -- — -1-1-T-r-r-r-r-I-�-7'r-r --�- -T-i-f-r-1 L os z PERMIT W©RKSHEET L page PERMIT NUMBER Site reparation �O�k�T ENETR ETERST Debris and organic material removed_YES The pocket penetrometer tests are rounded down to 1500 psf Water drainage: Natural Swale Pad X Other or check here to declare 1000 lb.soil without testing. Fastening mutt wide units X 15d X 15ti X 15Qi Floor: Type Fastener: LAG Length: 6" Spacing: 24" Walls: Type Fastener: LAG Length: 6 Spacing:24" POCKET PENETROMETER TESTING METHOD Roof. Type Fastener: GALV Length: Spacing: For used homes a min.30 gauge, 8"wide,galvanized metal strip 1. Test the perimeter of the home at locations. will be centered over the peak of the roof and fastened with galy. roofinc nails at 2"on center on both sides of the centerline. 2. Take the reading at the depth of the footer. v Gasket(woatherp roof ing roquiromont) 3. Using 500 lb. increments,take 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 walls are �_,-- a resultofa poorly installed or no gasket being installed. I understand a strip X 15QS X 15b X 15(d oftape will notserve as a gasket. Installer's initials TG TORQUE PROBE I-EST Type gasket FOAM Installed: The results of the torque probe test is 285 inch pounds or check Pg. Between Floors Yes.X here if you are declaring 5'anchors without testing . A test Between Walls Yes X showing 275 inch pounds or less will require 5 foot anchors. Bottom of ridgebeam Yes X ___^^ Note: Astate approved lateral arm system is being used and 4 ft. anchors are allowed atthe sidewall locations. I understand 5 ft Weatherproofing 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 X Pg. requires anchors with 4000 lb holding capacity. Siding on units is installed to manufacturer's specifications. Yes X TG Installer's initials Fireplace chimney installed so as not to allow intrusion of rain water. Yes X ALL TESTS MUST BE PERFORMED BY A LICENSED INSTALLER Miscellaneous Installer Name THOMAS GRUNDEL Skirting to be installed. Yes X No Dryer vent installed outside of skirting. Yes X N/A Date Tested Range downflow vent installed outside of skirting. Yes X N/A �- -- — Drain lines supported at4 foot intervals. Yes X Electrical crossovers protected. Yes X_ Other: .a e ctrica) onnect elet:tric conductors between multi-wide units, but not to the main power :)urce. This t nudes the bonding wire between mutt-wide units. Pg. tnstalter verifies all information given with this permit worksheet Plum bing is acc rate and true-based on the onnect all sew4i'di�ins to an existing sewer tap or septic tank. Pg. manufacturer's i anon instr ns and or.Rule 15C-1 & 2 Installer Signatur hate onnect all potabte water supply piping to an existing water meter,water tap,or other e rinr.�r+�.�r1 tn�Car C ,nr' �,i C /C 4GmC P/Y Page 1 Residential Heat Loss and Heat Gain Calculation 7/22/2016 In accordance with ACCA Manual J Report Prepared By: Central Air Systems Inc. For: Daniel BUTTS - 1607-0295 10701 S.Ocean Dr, 892 Jensen Beach, fl 34957 Design Conditions: Jensen Beach Indoor: Outdoor: Summer temperature: 70 Summer temperature: 90 Winter temperature: 70 Winter temperature: 42 Relative humidity: 55 Summer grains of moisture: 127 Daily temperature range: Low Building Component Sensible Labnt Total TOM Gain Gain Heat Gain HeA Loos (BTUH) (STUH) (BTUH) (8WH) Duct 0 0 0 0 Floors 809 0 809 1,135 Walls 986 0 986 1,000 Ceilings 1,606 0 1,606 937 People 1,500 1,150 2,650 0 Fireplaces 0 0 0 0 Misc 1,200 0 1,200 0 Windows 7,307 0 7,307 4,046 Doors 568 0 568 577 Glassdoors 2,880 0 2,880 1,071 Skylights 0 0 0 0 Infiltration 744 1,540 2,284 2,498 Whole House 17,600 2,690 20,290 11�T64 ( 1.5 tons) HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calcufalw$we estimates onry-dual beds may vary due to weather end conat -X,df fwwlc" Scanned by CarnScanner H05T BEAM - SPECIAL STRAPPING REQUIRED, 4D•O.C. MAX.STRAP SPACING SIDEWALL!, ENT.SHEATHING AND ROOF DEPTS.-SEE Q.C. IFLQQR QWART.-TRs-QQWN STUPJ s! IMPACT WINDOWS SPECIAL BLOCKING 15 REQUIRED ON-SITE FOR SET-UP (CHECK SALES ORDER) (CHECK SALES ORDER( 7 6 8_6• 4 1/2' S-tr 4 1/2' 3'-2 1/Y 4 1/2' 11-2' ( 6' 17-0 3/4' 17-11 1/2' BUILD ALL WALLS 9W HIGH •sR-30 ROOF INSULATION+ 1p'-8 3/4' 15'-1f 22'-9' •+R-19 WALL INSULATION" 9�• 14'-41/Y 21' 0 ++R-11 FLOOR INSULATION OULy TMN WAU m.MON COTTA — — 30 1/2_X 60 1/4_ — �72'X 80'— —� - - - - L - --- - - - J2�x76, M/C (3)-Y COND. I 6 SL CL 10 C !� L41 ACT473/4d244' 5 ARM v p �� tc�av m I 1Ci DINING $ I FAN PREP. ' 51' AN PREP. 4-I' L4./PH I i 3e 4ICN I � I �V LIVING ROOM WP 00BEDROOM M1 91 Rune TM W:.L stt fur+tf 36 ZO X 60 1/4' - f 381/ X 8 2' 3/6' r I 23'�' �30 1/2 X 40 1/4' �30 I/2•X 6D 1/4' r 38 3/4' R { 17E1M/PP2'OOWN -kill 9 A.WJ'p• --^^.�I \ s�� 22'-9 1�' 31' 27-6 I{2' 31'-6 3/4' -6' 10-J I/4' 3 g 3 If 41/2' I OMIT SIDE OVERHANS 3T-0 15'-1 8'-6' S'0' I 17-5' 9'-It 1/2' 6' 41 41/2' 41/2' 9 ROOF DEPT. •+9W CEILING HEIGHT JACOBSEN HOMES o.ALVAREz i C.YOUNG HITCH 23 X 157 MP PK SINGLE MOE CP-2653-229 TNR-34,229 BOTTOM TRUSSm - 3 ,C1 07-06-2016 (13'-41