Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutPermit WorksheetPERMIT WORKSHEET PERMIT NUMBER. i= , . ti page t orz Installer , THOMAS GRUNDEL License # IH1025148 Home New Used Home ❑ Address of home '/D: / �1 f , me installed to he urer's t ManufactInstallation n Manual being installed Ho ome is installed in accordance with Rule 15-C ' � � � -. Single w d II ❑ �❑ Wlnd Zone - I Wind Zone II Manufacturer Length xwidth I Z � Double wide Installation Decal # NOTE: if horn' s a single wide fill out one half of the blocking plan if home is a -triple or quad wide sketch in'rerriai»der of home Triple/Quad Serial # ❑ --� .I understand Lateral Arm Systems cannot be used on any home (new or used) Where the sidewall ties exceed 5 ft•4 in.: PIER SPACING TABLE FOR USED HOMES Installer's initials TG Show locations of Longitudinal and Lateral Systems longitudinal (use dark lines to show these locations) --I...❑..�----------- ---_----------------------- .----------^j..❑...; -- ET - marriage wall piers within 2' of: end of home per Rule IM Li ILI Li U Li Li I I 1 1 1 L_L_I_...I-J_;_i_L_ �__L._F-I__1-.1_.1-L_.L_L�l_...1.-.1_;_L_L-►. _I_J._J_�.-.4 .. r.._L _I r-1--1-',^'r^T_.p-1•-f-,_ .T .' 1M-St..r 1-1-'1-T^r•-r _!'. 1_ 1 1 1 1 1 1 1 I- 1 1 1, 1 1 1 1-T-T-r-r-i- k-I--T-r-r-r ;-;-r-,--f T^r_� 'i_'1.4-A.- �._j i + - ,-T'j ^i`-i L_I_J_.1-1 _./._L _L _I_J_./—;...L _. ►._j_,�_.{_�_�._L_I._I_J—..1—.;—L.—L—L.-1_J_J_.1_4....{.._M —I_.J 1--1_.i--1—►—t�l--F. _I_-r—y-Y_F _.h—F. _I—y—y_Y_t_�_ 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 t—I--1_y—Y_r—�_b.,-1_•1—�_;_t-r._r^I--1 1 1 I 1 1 , 1 1 1 1 1 1 1 1 1 i 1 1 1 1. 1 j _1 -1• 1--1_T-Y-r-1,._L. _(_.y_,1._T_*..-h-1 Load I I 1 1 1 L_L_I_...I-J_;_i_L_ �__L._F-I__1-.1_.1-L_.L_L�l_...1.-.1_;_L_L-►. _I_J._J_�.-.4 .. r.._L _I r-1--1-',^'r^T_.p-1•-f-,_ .T .' 1M-St..r 1-1-'1-T^r•-r _!'. 1_ 1 1 1 1 1 1 1 I- 1 1 1, 1 1 1 1-T-T-r-r-i- k-I--T-r-r-r ;-;-r-,--f T^r_� 'i_'1.4-A.- �._j i + - ,-T'j ^i`-i L_I_J_.1-1 _./._L _L _I_J_./—;...L _. ►._j_,�_.{_�_�._L_I._I_J—..1—.;—L.—L—L.-1_J_J_.1_4....{.._M —I_.J 1--1_.i--1—►—t�l--F. _I_-r—y-Y_F _.h—F. _I—y—y_Y_t_�_ 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 t—I--1_y—Y_r—�_b.,-1_•1—�_;_t-r._r^I--1 1 1 I 1 1 , 1 1 1 1 1 1 1 1 1 i 1 1 1 1. 1 j _1 -1• 1--1_T-Y-r-1,._L. _(_.y_,1._T_*..-h-1 Load Footer PIER PAD 31ZES I-beam pier pad size 17X22.5 Perimeteier pad size 16X16 — ;7-, W sizes the mfg.) v the approximate locations of openings 4 foot oe greater. Us col to show the piers. ,iagewall openings greater the ,,r pad sizes below. as�I —cibQing ANCHORS Pier pad size 1''� � 17X22.5. 4ft X 5ft : - FRAMETIES :within 2' of end of home X spaced at 5''4" ocy TIEDOWN COMPON9YTS OTHER TIES Longitudinal Stabaiiin Device LSD g.. (LSD) Number Sidewall IVlanufacturer OLIVER Longitudinal Longitudinal Stabilizing Device w/Lateral Arms Marriage wall Manufacturer' - � � � � Shearinfall PERMIT NUMBER PERMIT WORKSHEET I t ` page zorz The pocket penetrometer tests are rounded down to A500 or check here to declare 1000 lb.soil without testing, psf x X. 15Q6 x 155 POCKET PENETROMETER TESTING METHOD 1. Test the perimeter of the home at locations. 2. Take the reading atthe depth ofthe footer. 3. Using 500 lb. increments, take the lowest reading •and round down to thatincrement. X15.Q6 X151 X15H The results of the torque probe testis 285 inch pounds or check here if you are declaring 5'anchors without testing Atest showing 275 inch pounds or less will require 5 foot anchors. Note: Astate approved lateral arms ystem is being used and 4 ft. anchors are allowed at the sidewall locations. I understand 5 ft anchors are required at all centerline tie points where the torque test reading is 275 or less and where the mobile home manufacturer may requires anchors with 4000 lb holding capacity. TG fristaller's initials ALL TESTS MUST BE PERFORMED BY A LICENSED INSTALLER Installer Name �THOMAS GRUNDEL Date Tested onnect electrical cone b S multi -wide units, butnottothe main ower ource.' This includes the p re between mult wide units. Pg, onnect'all sewer drains to an e)asting sewer tap or septic tank. Pg. onnect all potable water supply piping to an e)asbng water meter, wa On ter tap, or other •rin n:�niJnni waFcn cnnnw cvC to rvc 1 e Preparation Debris and organic"material removed YES Water drainage: Natural Swale Pad Y_ Other' as en ng multi W. a um s Floor: Type Fastener: LAG Length: 6 Spacing: 24 Walls: Type Fastener: J.AG _ Length: p g: Roof: Type Fastener: Len the— Spacing: 94" 9 Spacing: For used homes a m in. 30 gauge, 8" wide, galvanized metal strip will be centered over the peak of the roof and fastened with gale. roofing nails at2"on center on both sides 'ofthe centerline.' Gasket (weatherproofing re ulromont I understanda 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 - of tape will not serve as a gasket.- Installer's initials TG Type gasket FOAM Installed: Pg. Between Floors Yes X Between Walls Yes ]( Bottom of ridgebeam Yes X ea erproo ng The bottom board will be repaired and/or taped. Yes X Siding on units is installed to manufacturer's specifications. Yes X Fireplace chimney installed so as not to allow intrusion of rain water. Yes X sce aneous Skirting to be installed. Yes X No Dryerventinstalledoutside ofskirting. Yes X N/A Range downfiow vent installed outside of skirting. Yes Drain -'lines supported at4 foot intervals. Yes , _ X_ N/A Electrical crossovers protected. Yes X_ Other Installer verifies all information give n n with this permit worksheet is accur and true based on the manufacturer's in tion instructio and or Rule 15C-1 & 2 Installer Signature ; _��_ [ 1 31/2 — 18'-10" 13'-4 3/16" - ; 2'-g, ,, __--- I 2'-9 15/16" 2 SETS c• oLIN P R P�� °RINS 4 DRws drw + base an�dini roam side Kitchen tai° a o sa xeo--- I '+ s 24" x 6 front DfR window 42" high w II plan s sh wn iv 10'-71/21, _.. " UUU o RECEIPTS OFF FLOOR [V _.__ O -�� jj n\ry I � -� N Q. 1" IN FROM OTTAGE DOOR bd 2 i Fbath ;REF Ir. SPACE 15" FROM 0 DROOM DOOR TV PREP TO H5 OF 15T REGEfP / 2 j- 36" high b l- ---�- I - 7 cold water �!rop J ' 1 BRD REGEP W FROM FLOOR--" / / °, closet o s •elves 9' bdA) Its ABOVE REG PT BY 0D DO - -- - 1 '{ J math door I�28' dc 24&8 240 36xb0 d? o stack —� hitchZia l w/d shelf stackwld�depth=33 y bd 1 - 2. 'ry---�-- _ hallway = 35" L_ _ �_-4" 24" O banh 12-10 1/2"- �� 2 wall recep,s 8" apart 177-1 must have 5'4" ' by each tv filet mirrored bi pass 20400H -- linen over commode BUILD PLAN A5 5HOWN LIVINGAREA '172SOFT 42' OLIVER TECHNOLOGIES, INC. FLORIDA INSTALLATION INSTRUCTIONS FOR THE MODEL 1101 "V" SERIES ALL STEt_t.. FOUNDATION 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 page I revision 6/07 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� ht 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 o elow soil. `SPECIAL NOTE: The longitudinal "V" brace system serves as a pier under the home and should be loaq ed as any other pier. It is recommended that after leveling piers, and one-third inch (1/3") before home is lowered i , mpletely on to piers, complete steps 4 through 9 below then remove jacks. INSTALLATION OF LONGITUDINAL "V" BRACE SYSTEM NOTE: WHEN INSTALLING THE LONGITUDINAL SYSTEMQNLY, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTIO IS REQUIRED. 501E TEST PROBE SHOULD BE USED TO DETERMINE CORRECT TYPE OF ANCHOR PER SOIL CLASSIFICATION. IF PROBE TE I READINGS ARE BETWEEN 176 & 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 REd IRED ON HOMES SUPPLIED WITH VERTICAL TIE CONNECTION POINTS (PER FLORIDA REG.) . I I 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 (Approx. 45 degrees Max.) Tube Length 1.50" ADJUSTABLE Tube Length 7 3/4" to 25" 22" 18" 24 3/4" to 32 1 /4" 32" 18" 33" to 41 " 44" 18" 40" to 48" 54" 18" u 5. Install (2) of the 1.50" square tubes (E {18" tube) ) into the "U" bracket (J), insert carriage bolt and lea a 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 fasten I osely 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 I in pre -drilled holes. THE MODEL 1101 "V" (LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZE PLATES & FRAME TIES. NOTE: THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES SPACED AT SW'. FOUR FOOT (4') GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SPE6 FIES DIFFERENT. 10. Install remaining vertical tie -down straps and 4' ground anchors per home manufacturer's instructions) OTE: Centerli anchors to be sized according to soil torque condition. Any manufacturer's specifications for sidewall achor loads jI ess of 4,000 lbs. require a 5' anchor per Florida Code. `4 11. NOTE: Each system is required to have a frame tie and stabilizer attached at each lateral arm stabillzl locati �. a tie & stabilizer plate needs to be located within 18" from of center ground pan. brace H length for set-up lateral transverse at support location. The I� I ' the o ither 60" 12. Select the correct square tube ( ) g P - 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) h t. 15. Secure 1.50" transverse arm to 1.25" transverse arm usin four 4 1/4" - 14 x 3/4" self-ta in s " re -drilled holes. OLIVER TECHNOLOGIES, INC. Telephone: 931-796-4555 T' 1-800-284-7437 Fax: 931-796-8811 www.olivertechnologies.com longitudinally or 18 inches transverse to allow proper distance between the concrete bolt and the edge of c) Footers must have minimum surface area of 441 sq. in. (i.e. 21" square), and must be a minimum of 8" de d) If a full slab is used, the depth must be a 4" minimum at system bracket location, all other specifications m Special inspection of the system bracket installation is not required- Footers must allow for at least 4" fror 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 101-D-CPCA (drvset). The 1101 (dryset) CA bracket is attached to the concrete using (2) 5/8"x3" concrete S162300H 518" X 3" or Powers equivalent). Place the CA bracket in desired location. Mark bolt hole local; masonry bit, drill a hole to a minimum depth of 3". Make sure all dust and concrete is blown out of the hole holes, then place 1101 (dry set) CA bracket onto wedge bolts and start wedge bolt nuts. Take a hammer down by hitting the nut (making sure not to hit the top of threads on bolt). The sleeve of concrete wedge boll 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 it mark bolt hole locations, then using a 5/8" diam. masonry bit, drill a hole to a minimum depth of 3". Make - blown out of the hole. Place wedge bolts (Simpson part #S162300H 518" X 3" or Powers equivalent) into (D connector and into drilled hole. If needed, take a hammer and lightly drive the wedge bolts down by hitting the top of threads on bolt), then remove the nut. The sleeve of concrete wedge bolt needs to be at or belov 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 PLATEAND FRAMETIE LOCATION (needs to be bcabed v i hin 18 ncfies of oenterofgarld pan oroorcreb) 3. KD-- LOCATION OF LONG FUDINALBRACING ONLY 4. K3-=TRANSVERSE & LONGR UDINALLOCATIONS ALL WIDTHS; AND LENGTHS UP TO 52' • ALL WIDTHS; AND LENGTHS OVER 52' TO 80' • • • HOMES WITH 5/12 ROOF PITCH REQUIRE: PER FLORIDA REGULATI 6 systems for home lengths up to 52' and 8 systems for homes over 52' a plate and frame tie required at each lateral bracing system. A - -- - - - -- - - -11� concrete (see below). be per local jurisdiction. e concrete bolt to the edge dge bolts (Simpson part # >, then using a 5/8" diameter Place wedge bolts into drilled i lightly drive the wedge bolts lation (part # 1101-D-TACA) e all dust and concrete is increte dry transverse nut (making sure not to hit • stabilizer hors may be used in all itions except where to manufacturers speci- lions for sidewall straps in excess of 4,000 lbs. se locations require a 5' hor. Per Florida Code. Longitude dry concrete bracket part # 1101 D-CPCA Wet bracket part # 1101 W-CPCA not shown Florida approved 4' ground anchors may be used in all locations except where home manufacturers specifications for sidewali straps are in excess of 4,000 lbs. These locations require a 5' anchor. Per Florida Code. Transverse arm I-beam f connector H Transverse arm -� Top (1.25-) bottom (1.5") D - Ground Pan transverse connectors E - "V" Brace Tub �v Top (1.25") Bottom (1.5") - Ground Pan U bracket transverse connectors F- :"V" brace I-beam 5 connectors \Y/ J - ground Pan V Bracket C = GROUND PAN D = GROUND PAN I ONNECTOR U BRACKETS 1R ANSVERSE E = TELESCOPINGIV BRACE TUBE ASSEMB WI 1.5 BOT- TOM TUBE AND 1.25 TUBE INSERT F = "V" BRACE I-B M CONNEC- TORS ASSEMB H = TELESCOPING I . RANSVERSE ARM ASSEMB I = TRANSVERSE A M I -BEAM CONNECTOR J= V PAN BRACKET Model # 1101 "V" i-Beam Hat clamp Alternate Hole for (1) Per Assembly Narrower Beam Flange J ` �' , Grades-1/2-x1" c-j Carriage Boll 8 Nut JJ Grade 5- 1/2" x 2 112" Carriage Boll & Nut I -BEAM CONNECTOR BRACKET I I - Transverse arm I-beam I connector l - <H - Transverse arm Top (1.25") bottom (1.5") E - "V" Brace Tubb/ v Top (1.25") / Bottom (1.5-) - Concrete Fooler/ Runner F- 'V" brace 1-beam connectors J - Concrete "V" Bracket Model 110h CVD Model110' CVW not shownff C = CONCRETE F D = CONCRETE U CONNECTOR 1/2'" carriage b u i_ it E = TELESCOPINI TUBE ASSEMI TOM TUBE AI` INSERT F = "V" BRACE 1-8 (connects with & nut) H = TELE$COPIN ASSEMBLY I = TRANSVERSE (connects with g & nut) J= CONCRETE "V grade 5-1/2") Model # 1101 C "V" page 3 revision 6107 OTER/RUNNER RACKETTRANSVERSE Dnnects with grade 5 -1/2" x 2 : & nut) V BRACE YW/1.5BOT i 1.25 TUBE %M CONNECTOR ASSEMBLY rade 5 -1/2" x 4" carriage bolt TRANSVERSE ARM RM I -BEAM CONNECTOR de 5 -112" x 2 1/2"" carriage bolt BRACKET (cpp tuts with I" carriagel"&& 001131111 OLIVER TECHNOLOGIES, INC. Telephone: 931-796-4555 1-800-284-7437 Fax: 931-796-8811 www.olivertechnologies.com I VERTICAL VINYL SKIRTING ( components & installation WALL : TPBACK AB.7rACWFD WITH 'O/L fnCF{ S�RB*aS Ih> •APAC'i i t ti TOP �RDr7T SNAPS 19'rC TaP BAc K HIDES SCTj6w5 AND PAntEt CvMZ VESTED PA1sIFL--� -3.9 i4m" ftg Foo-r WcuR6b dF %PENTtLA'rbN Zb -MP. ®AGK AND 13aFrTOmA i�ltt� vh?t � /lvG►d 15"EtPE lid•' CL I "A LL DAME LS 40.6 A C-CE 56t 9+-E sV _g[ REtv+oVtn+G iDP Ftrowr M+n R,tsr4i ) • l;P ON PAPIG-Li fffD//� 60-rr6ih TRACK ATTACHCo To GROua,n to I-M 7 meet GAW41jiZE6' NAIL 19 "aa �IF SO&L lS 3Amm%j*-r4jFW Qwac3 FLOOR BLOCK SuPPO HANDRAIL GRIP SIZE �� 4N NONCIRCULAR CIRCULAR RECESSED PDrimelet. 4' - 64 Perimeter. >6." -HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 3B INCHES. *HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS. • HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. 2 X 2 BALUSTER/ MIN. (3) SIMPSON'S SOS 1/4" X 4-1/2" WOOD CONNECTION SCREWS JOIST 1R6dINAILS OR EQUIVALENT P.T. STEP LANDING FLOOR FASTENE TO HOST FLOOR MEMBERS USING SIMPON'S 1/4" X 3-1/2" SOS WOOD SCREWS OR EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN y •' .T. 2X6 STAIR TREAD AND RISERS THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT N1THIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAO'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER 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 NTH SOLID RISERS. A NOSING IS NOT REQUIRE WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. T. 5/4" X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE 2X P.T. LANDING CONSTRUCTION / 16" O.C. FLOOR JOISTS USING (5) 16d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. 30" GROUND ANCHOR W/ TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) �y (EACH SIDES OF LANDING) (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) NAILS OR EQUIVALENT AT EACH 2X6 TO POST CONNECTION. A THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. 2 X 4 TOP & BOTTOM ATTACHED TO TO POSTS WITH (2)08 WOOD SCREWS ON INSIDE FACE. OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8" TO PASS THROUGH, W% MIN. BALUSTERS1ODTSCREW OR BOTTOM 3'-0' LANDING HEIGHT e 5 STEPS (MIN.) 4'-0' LANDING HEIGHT o 7 STEPS (MIN.) STAIR AN. LANDING ILLUMINATION REQUIRED CONCRETE OPTION: IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND ANCHORS AND TIEDOWN STRAP CAN BE OMITTED. THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING CONCRETE SLAB USING SIMPSON'S L—BRACKET OR EQUIVALENT. (3) 2 X 12 P.T. STAIR STRINGERS NOTE: CONTRACTOR SHALL =B.' FOR VERIFYING ALL DIME S N R T I CONSTRUCTION. ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL V LILT -ULTIMATE DESIGN WIND SPEED" 170 MPH VASD "NOMINAL DESIGN WIND SPEED" 132 MPH (TABLE 1609.3.1) (3eomadgwle) 31 Lnlie WeleMs, FL3385300 Office:1.8883.589.5980 Fez: 66-865.2044 Jill a � 0 Jill 1 q,/f] F=1 .. uD DraMngNumb= + STEP CONSTRUCTION BmW P ONoul"a 6mN"m 31B & 6omia Hx/, 6b 1 W Ir>r. WNa9, FL S,aW © commmxr m16 PERMIT WORK5t EET ,.. ! .. � ... page 9 OT,1: PERMIT NUMBER � • ` New Home Used Home ❑ installer . 'THOMAS'GRUNDEL " -License#' , IH1.625148' ._ _ _ ._..M...... .. Home'installed to the`Manufacturers Ins'tallation.Manual Address of home 10725 S .00EAN DR'.386 _ Home is tnstalletl m accordance with Rule 15 C ❑ - being �nstal(ed `-;�ENSEN;BEACH,..FL-34957..__ ..x.. ".:.... a ,. . . .. ,._. �Smgiewttle wind�Zonell w%nd Zone tli ❑. , K JACOBSEN t Manufacturer Length xwidth bouble` wide ' ` ® lnstallatton Decah# TBQ u •MOTE• ",rf home rs a srngle wide frl9 out ane half of the b/oc/sing irdan Triple/Quad ' 0 Serial L;3422'1" „_.,. . _.. ., N,a if one is a tnpLe or ryuad Wide sketch in remainder of home _. l understand Lateral Rrrn Systems cannot be used on arty home (neW or used) s. " „ .... PIE2 SPACINGTABLE FOR USED HOMES where the sidewall'iies -exceed 5 ft 4 in: ' Load bearing 'capacity'• Footer size (sq in) 16" z 16" (256) 18 1/2" x 18 1/2" (342) 20" x 20" (4400) 22" x 2Z' (4.84)" 24" X 24" (576)" 26" x 26" (676) ' 1 00&pPf . , <. 1500 ps i p$ ps pS ps r^- _ interpolated from Rule 15G1 pier spacing table.' ' L—L -1_ -i"_,J --k... l•._'C. n - ter. T^r-'i -r-t-'y rr-r r-"-r-t.-.-c.,:.r _.t^: y_i.' T T^r„'f _I__. L.•l-7-,T..r r^r---1 "f -�T-1 r":r•�I �1 I-l•-7 T -.r e 1 r-r I 1 -.'t 1 T..-f i F- �_ .,.� - 1 r. -i- 1 ! 1_J. ^. L.-.L-L-1 t _ -r .�.-J .L.-1_! _t! r_.J.:-1_.1 _L_-r 1� �- L 1_.1.-4-.L .-L_ t i L 1 1 1 -l_.,4._ L-.LPL.-F--1_A) ._k_L J._i._i I 1 I I 1 '1 L. -1 � _.y _:♦ _ *. -.� -F' -r---L_ -1 -r. .a.� r a.-t.:. -r ti,«_?._ r - ti -r...r a-.y._ t - r _ L-._L- -r -i- -L ,i t r�- r r -i.. f-r._1--rr.-t--�-rr.-r�.�,...r--i-�:-t-*_r-r-r-1-.�-�+-r-•r-r-t=-I-��`<.�fi r-i=-(-'+^`�-T'r-t- I I .!i,t.. r-r-r't;- ^'I-r-r-�f"-1^ "'!"i-r-r--1'-.i`I-'I-T'n-r"'r_r�--1.-7-r^t'-r-i-�-�.,-s�:_.r-r-r PIER PAD SIZES POPUt�AR PAD SIZES. " . I 'beam p'jer pad s ize : Perimeter pter�pad size Otherpier padzsizes . (required byt: e mfg.} Draw the appro)dmat wall openings 4 Toot syrribol'to show the List all ma�r.iage wail openi` `1'7X22.5 , :16X15...16 - piers rigs a Size - q n 16 x 1,6 x 18, 1 x 4 x e locations ofmarrta or greater Use this - greater than 4 foo x z 13 4x 4 X 4. b•x 441 1 x 4 24 x x26 and their pier pad sizes below NG AHORS Opening, pr'er pad size 4_X.ft 17 12 5 u.... a, F"METIEE „ . 1 .W..wtthtn end 2' of of home spaced at 514(i oc X ._ .. .... :OTHER TIES _ .,. iIEDOWN M COPONENTS. r • , � Number Longitudinal SYabd ibid evlce,(d.$d7) ' Si66Wall Manufacturer�OL` IVER ` l Lorigitudtnal Longitudinal S_tab+lrzing Device w/L.atera/Arms, Marnage'viiall T ` " Manufactufera "'"` �Shearvvall OT'Z PERMIT WORKSHEET page PERMIT NUMBER Site .1�.re paration. P -0—C K METERTEST ET L J ENETRO ...... 1-'6ebns. and or f removed, x 169 Pad' 15.00 atural wee me er tests Other The. pocketpenetrometer enetre t ........ �'%j� are rounded down td b. s or check here to eclare 11' 'j00Q_,,' w*66twitind. pjl_ tening mylt i wide units 15 2411 x 6"' Spacing: F Ty" 6 FastpPer", Y. yp('S'p 94" 'Walls: Type Fastener: 611 en h Spacing' pec! Fiii r: 'Roo : : f Type, stene p&&I<ET PtNE�7'0,'bPAtti�k'TE�gt!WG.ME�(HOD, d meta stri'O For u^se`dfi6_M"es 5 0 9. 8"wd: galvanize gauqe, fastened with 6 Vil be �6 41gale T66'Iftl4e 8.1ocations. _66M660n oth sides of "roofing,'na" (i s ath a centerline di depth 6` Take the. rea Ing at the footers Gasket (woathorpuoofing. requirement) take '61' 3. Using 5 e the owest . . .... .... d'a properly installed-gaske is a requirement of a new tah .11, :6_1 I."... 1 11-1-1-11 - 'at condbnsatiph, mold,. 'a readinq and f t an round down to the indremen t and buckled marriage waits are mes. and ,w - "f -, no _ qaOet:0. '"'t Cl a strip. �a result o a poorly installed or i �g instal ed. I unders, an.. will no of1ape 7 1'51ft TG 'TORMNUE —P FOAM" "installed- ROSEISS Type gasket e e F166 �9 Yes X. 13 The results '. o I f '. the is. 285,—d" check Pg. "to (q inch pounds or c ec,,,. Between 611s Yes Y ere—ify-6-6-a-re" decl; A f4s&i _9.�! probe Rring 5'6fi�h6rii"With Liftesting 0 Bottom of ridge'b6im.'Yes owing 275 inch pounds or 'e's''s, will r_e, iiie5 66f_andhors., q_u. W&e` ".As'faite approved latera 'arm system is being used acid 4ftanchors '' We-afherproofinif re altow* -'e"d affhe §1dewa I to t r-eid"if "I center inetie points;w ere e torquewtestr anchors are r stall _'The' b6tt6rn board w it I'be're paired ar! brtaped,. Yes d/ reading hpj� is"215"61's s an�d)kli&e6 the rhobiIe'.fi66ie'n'anu c urer ma�yl, s specifications7._Yes� on unitsX qWrie's anchors with40`0115. jjjn!jt6II6d_to'.manu ctu re re water yes, C TG 'Fi_rep,.jae chimney,installedj-,,, so.as notto a ow ihtrusion.o rain wate . ... ... . ... Installer's s ALL TESTS gPEF;WbR Eo BY'A'LICENSM INSTALLER - be installed =M8-'GRUNDEL- i ISkifting to "It d Yes "N'6 fed_outside of skirtinj Installer Nam N/A 'A NI tsIde,ory f'skir ng. �es 'Vit Tested 'Range,.d,o.wn.,owven ihstelle ou s x iih.lines supported Li 'ra_ d yeix- Electrica crossovqrs. protecte 4 OT r - _8ec riceI . . ......... s er,,. et,veeq'F, the main' 46��, electrical' c; I wide units,"but notto n ffi urce This es e between mul a6 units 7 In 11 infT rmation given With this permit worksheet jnq wire Her verifies 1i:a . u' te,and-trueoased on th6 Pl"M in a C.21 I -ins* ns and or'Rule 15C 1.& 2 Manufticturer, ti6n k. Pg4 W. t tic tan nnectal j 1 sewer drains o an e)dsting sewer o.-, re bate installer or other! l')d ter,., onnectallpotabe '""water supply piping oan'e stingwaterme water to Pago 1 Residential Heat Loss and Heat Gain Calculation 7/22/20.10 In accordance with ACCA Manual J. Report Prepared By: Central AirSystems For: Patricia TURNER - 1607 - 0294 10725 S OCEAN DR. 386 Jensen Beach, fl 34957 ...... . ........ . Design -Conditions: Jensen Beach Indoor: Summer temperature: Winter temperature: Relative humidity: Building Component Duct Floors Walls 'Ceilings People Fireplaces Misc Windows s Doors, .Glassdoo'rs Skylights: Infiltration, Whole'House Outdoor. 70 Surrinfertemperature: 90 70 Winter temperature: .42 55 Summer grains of moisture: 127 Daily,temperature range: Low Sensible .... ........ .. Latent Total .. .. . .. ..... .. I .. .... ......... Total 'Gain Gain Heat Gain Heat L699 (BTUH) (BTLIH) (BTLPH) (BTUH) 0 ...... .. . ........ ... .. ..... ..... .... .. 0 0 1,601 .... .... .. ....... .. .. .. 0 1,601 ........... .... . . 2,271 1-1929 .. .. 0 1,929 ... .. ............ .............. 1,957 3,707 . .. . . ......... 0 3,707 .2,162 1,500 .......... 1,150, 2.,650 .. .. ........ ..... ....... ........ ........ 0 0 ........ .. . ................ 0 0 ......_...._.._- 0 1.�,200 .. — ............ '0 1406 0 .... .. ...... 6,255 ..... ......... 0 6,255 ............ I _.........I 3,279 1,213 0 1,213 .......... .. . . ......... I . 1,231 0.1 0. 0 0 0 .. ... ... ... .... .. 0.. r2,26.5 .... . ...... . 4,691. ..... 6,956 ............... 6,342 19,670 . 5,841 25,511 . .. . ......... 1. '17P242 (2tons ) HVAC-Calc Residential 4.0 by'HVAC Computer Systems Ltd 8LOW CoWatmw we e8fiffW= only,actualWo mAy vary due 10 weaew am cons"ion . .... ... ... Scanned by CarnScanner mmnux*3 /, ZaUVA-W F1,54WOole mmg��;� Lol T, Fo 9rX IV im A INS fMQMP sees LN33H3). '.SMOUNMA, JL-3Vd!i!l-