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HomeMy WebLinkAboutBuilding PlansFILE: \\45hf842\Common\CADD\19-1380 Wade Jurney Lakewood Park\19-1380.6 022LWP006\19-1380.6_Grading Plan.dwg DATE: 7/23/2019 TIME: 8:27:53 AM Lo ✓ m W r r !. j r i7 O O A� / N Z -4 N mm ° I _ 0-0 r _ ...^_ a. , m� OxDmzm0oMmxP OCCCC� zJ -0> 0' 0zM, DW MFn Cr- Xm =M—<< DWXm� =XXXX mD mZ�D mD 0000 m5 m-1x Gm C � m -1-XCm - m«G<= r OC-0 r m - x W - _ W- r r Z D G) .Z] Z m � rn m � o - - - z 0p -i D - m m DO Az-1z (nomoZ,mp(n «<-m<W Tv_ �AaO o- mmp� mm zczim •<� C r Z D z W W m -Di �„ o o o A A o ci �� C ADO �'�� G) v D.m 0 z C K m x � o m �m Zv-1020-1�«aim 0mDc00 Zz '0 G) (n ��'z OO Kn0 Cn O ZC��mZ<O-I D-� -ZOX W D Om 'Oa2-1 O O(m-'. •n� �C4 x ;0 Km. mAz=;Zmmozzm �p-0C- m0 z:">0 •T� z00 XZ 0T 0 -6 [n OD ZmmW�ZOm'x m-w 0 Zam00 0-4= �Zx D Cmz om ZOC - Z 80- m<mOD00-m(n W zzpz m p. =G)m -< zm0 Ox -<0 Z - OZ.W � C -I O m 1 D� O- m O O m0 WXmgo>-u>-10ZZ OZz00x �z D-0z> _ xmm 0Z >.AOm m m D= xxO000(Wi�C.om-X mom0-1Z Cm mmmp WW0 m Dx= < (n p`2 m(n�<(n UZiDG��mm �00Km� Gm Dmn> 2 oDm m ZOyO m WZ OcZ =-qzmO-zD m Dm0 m0 -I� m Zr= Z DWy O mD zAOOp�-I<WW>X DrOr�z <Z <�m 000 0 0O� W vm z<.�mzo0�a�'mO �fiZ1O�mZ mz m00 0 �Zz D (nZm 0 -. 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',.: �!. - - p0 0 0 op IrnmZ om m C z z rll ,nn -1xm om " m O z = Z 0MCn Oz �- D IN: O C 0 0 i�Pmmp` Z�A -DI(n 9-MAX. *� -off m m 0 owwom �D<. 00 O CAGE / _ O D !� m Rio (Jii o m w< D m> 3HT < �' 10 m p mCOo tom Dmm mo fn rn W O •: o Z W C � o.N Z mm3 '!. z.-m Nz - Cn rn m o ccc- z m ZDA� _-./ - vie DO= -I O -I m IO . t m - 7 Z T momo • pgryTj��. Dxm O m=1 m + b A 2c z O xa� 0� x m in m M m -� m I m 10Z CDp 0)`,v�••,, Wade Jurney Homes - Single Family Residence 7501 BrooklineAvenue, Ft. Pierce, FL ' = ISSt,E DATE COMMENTS \\\PS�S M, � oi�W , :tGSN��ates No. 145 ' f F , "' �✓ '° 1C7�<.'' , ` Short 8 Assok.1 PHONE:772.226.7282 WEBSITE: C.A. #: 30698 www.MillsShortAssociates.com Place, Suite 2C/2D 100 Federal Highway, Suite B 4690 Lipscomb Street NE, Suite 6A Vero Be§Fh, Florida 32960 Lake Park, Florida 33403 Palm Bay, Florida 32962 THIS SHEET GRADING AND DRAINAGE PLAN DRAWN BY — CHECKED BY JWM APPROVED BY JWM SCALE:. SEE SHEET COVER SHEET GRP2 ELEV'A' - SHEET LIST Sheet NurAber Sheet Name GRP2 0.1 SLAB PENETRATIONS ELE:V'A' GRP20.3 PLUMBING & ISOMETRICS PLANPj GRP21.1 FLOOR PLANSAFLOORINGELE GRP22.1 ELEVATIONSW GRP2 3.1 ROOF PLAN W GRP24.1 SECTIONS ELE GRP25.1 94TERIOR ELE GRP2 6.1 ELECTRICAL &STRUCTURAL. DESIGN PA GRP2 - ELEV 'A' - AREA Name Area HEATED 1ST FLOOR 1803 SF UNHEATED 1603 SF GARAGE 387 SF PORCH 288E UNDER ROOF 415 SF 2018 SF FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # & Well # Date: 5 Reviewer. EL GRP2 - ELEV 'A' - AREA (STUD) Name I Area ISTFLOORI 1544 SF 1544 SF Product Approval/ NOA Index Sheet M ersmo6ule Un Produ o-elft tide heat Component Medal/Setles Product Appronalp Appal 11e4 Design F4essuree Impact "patent ROOF TAMKO BId4 Products, InG '+pinI'InBlw Rhopng 3-Tab Glhis Seel Ellb FL18353.1 13/13/3017 N/A Coyedrrg In Orw a Undone roam'. R..nn RMneroeN30 FLSR36 1212V2,117 WA Ma9pnitelniematinnal Flbng45ss EwMg door BeR.H.6ro.oM PAF.,d... 6- Panel FL4334.1 1/3/2018 +70 -70 It. DOO'1 Wotie 061tOn R.11.111a $teel F.I. Ul. FLC904.6 12n1ne17 +O.3 -50.3 Overhand Sin [Ater Sed.910o FL91>d.l 12ACIS s..g -Me yet WeAnn,Dalton Overhand Double D., Sed. P100 101.817C4 12/2018 w30 d3.S yes PI, Gent WlrstlowF Vl I ri-el Window Sell. ism FL1610 1 12/2WW17 x S .5 Ne WledOws/ PI G!m Wlndow9 M.ISin . More Window Secte, 15M FL361O3.1 1337 017 +50 30 No Sildir, Pontg Ply G!m WIOtloWe VInni Inte,cal Mull iwM BTonto) Window I Se bs 1500 FL36100.2 10 SJ 201] i50 -50 No 51dlOg Ply Gem Wind. mastiCVlnyl Siding F"A ctcfiTWN d3-[top Eldin3 iL13886.1 it/L2n01] �>3.6 >3.6 Vea Shutter GIo" PuldluclAw 11 .-se Ge"nited Sued Stwm Pend Ft1S076.2 1212np1] t20 3O Vas SOFRt IuminYm COIL In0. Aluminum soRlt FL32190.1 1 5M17 480 90 No Unhad SteilPM!icN W Woad Convened. 1-402831F FL1>332-R3 3 2 017 United Steel Products, CO WoCa Ho0tOSli it4 1 2/2015 UnitedSMClProductionCo Wed nM Cocon, MSTAg3 FL372W-R] 06/12/1013 United Steel Producton Ce Wood Connectors AT. µ1T23gy3 02n3n018 Unhel Steel Production Co Wood Connector NTW16 FL1939A-RS 04/22n015 United Steel Dreductbn CO Woad [onnecton MTW33 FL17244-RI 12/2015 United Steel Prcool grSC Woad Connectors MT43 FL37334-M O8,A3n01> UnIMd Steel ProdYetmn Co Waatl Connectan MSTC40 PLS>244-p1 04/12/2015 Structural Components UmtW 3t.el PrOdYRIM Co Wood Connncon. 1015=66 FL39244-R1 FL1924&R4 0.1724BA4 FL112 4 FL372S6-RS FL20a7bp3 fL3>33Ep3 FL39239AS FL192.Fa F7248 u-R4 FA172"-Al FL172C4-RS 04/1wMS 13/21n011 W21/2017 04/12/2n15 04/12/2011 1. 12/A nM17 02/13/1018 Wn1/zms 0AVIE0LS li/22n017 OT/2n01S 04/1L2015 United Steel Production Co Wood canneaon STA014 United Steel Production Co Wood connectors ADTt-n United Steel Pred.CIco C. Weed Connectan MPA3 - United Steel Production Co Woad Connectan RT33 Un"tl3teel Production Co Wood Connectors RT9AT United Steel Production Co Wood Connectors R"A United Steel Production Co wood cenncaon C44 Unity Steel Prod.ttOn Ca Wood C-uctnn PA"S United Steel Produalon Co Wood Connecan FA4 United Steel Production Co Un <Otl SteOI PFO action Wood Connecmrs Wood Connectors M24-100 KST272 I I I It omeca�cs II _JI II L' n SLAB PENETRATIONS ELEV IA' 114" ! I AT 22" X 34" LAYOUT 118" =1'-0" AT 11"X 17" LAYOUT 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WIB,UCO2017 I OF IN If / ORIENT, 4Ge9 till DIAMOND PLAN NAME: V211a GRP2 0A M ED --i o iT7 ... �. en. �-'- -L II I I I � I i c II II � 0o z m --a -- i r'5 = >c x a I --I . ' Cn w r— r on r— �� C C W w- �o I cu u Ilk 34'-0" c X C. 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TO 4" SEPTIC LINE I PLUMBING ISOMETRIC ttb"=1'-0"AT22'' LAYOUT z I]T V-0" AT I r x i " LAYOUT `A I i , I'I weon���cTrxls � v_, I II u x ys . 110 F 0 m 51' Q FDOH in St. Lucie County avr 1A„� co Environmental Health Y Site Plan Approved for Construction 3T-r zz Supersedes All Previous Site Plans for w OSTDS —SF- 0%511 & Weil # Date: 1 PLUMBING PLAN ELEV'A' Reviewer. _ ILL III 1'A"AT22"X3d"LAYOUT IllV-0" AT I1"X 17" LAYOUT 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 331 r• IF PLAN # J ORIENTATION: 1612 J LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/8/19 SHEET # GRP2 0.3 WALL LEGEND FULLHEIGHT FIILLHEGHT 2X4 WOOD STUD PARTITION 2X6 WOW STUD PARTITION DRYWALL OPENING WIDTH STONE VENEER AS NOTED ON PLAN, 6A' HDR HT \ 7 1 B,RICKVENEER — — — — - 1RW&SHELF - — — — — — STUDWALLBELOW NOTE EKTERIORWALLS FRAMED AT 1V OC.INTERIOR NON- HECHTAND STUD SEE ASNOTED BEARING WALLS FRAMED AT 24'OC. REF TO STRUCTURAL SHEETS FOR BEARING WALL SPECIFICATIONS AND PLATEINFORIVATION PLAN NOTES' 1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR 7) THE GARAGE SHAU BE SEPARATED FROM THE ALLWINDOM AND DOORS RESIDENCE& ATTIC BY NOT LESS THEN 117 GYPSUM BOARD APPLIED TO THE GARAGE SIDE GARAGES 4 PROVIDE SAFETY GLAZING WITHIN 24'. F ON ENT BENEATH HABITABLE ROOMSSHA11 BE SEPARATED PER FLORIDABULDINGCWER 3[6.42 WITH NOT LESS THAN 5&'TYPE 'r GYPSUM BOW OR EQUIVALENT. WHERE THESEPARA11M IS 3) PROVIDE SAFMCIAZINGATBATHISHANIER L''_ FLOOR- CEILINGASSEMPLY, THE STRUCTURE PER FLORIDA BUILDING CODE R308.4.5 SUPPORTING THESEPARTIGN SHALL ALSO BE IIIS PROTECTED BY NOT LESS THAN 10 GYPSCM BOARD 4) NON BEARING INTERIOR FRAME WALLS HALL BE OREQUIVALENT FRAMED WI WOW OR METALSTL95 5PITW.1NG5 NOTE(CEED 24"O.G(NW BEWNGWALLS WIn &) INSTALL 131A"THICK SOW WOW DOOR BETWEEN SI PROVIDE OEADWWDIN ATTICfOROVENIFAD LNNGAND GARAGE PER FLORIDA BUILDING CODE R30ZIE, GARAGE DOOR HAAOWAAE 9f. ALL WINDOWS INSTALLED TT ABOVE GRADE MUST 6) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES COMPLY WITH R6122 MIN 24"SILL HEIGHT OR M24.OD, USE 58"DRYWALLW IRSP& PROVIDED WITH AN APPROVED WINDOW FALL RESISTANT PER SEC.7023.5 PRVENTION DEVICE 2668 DOOR W/ TOP &'BOTTOM LOUVERED DOOR SQUARE FOQTAGE 16.67 SO. FT. DOOR STYLES & RAIILS -7.05 SQ. FT. LOUVERS 118"X1'-9"X56" -1.02 SQ. FT. NET OPEN AIR FLOW 8.60 SO, FT, Site I Super: CSTDS # Date: 511 II Reviewer: St. Lucie County imental Health roved for Construction Previous Site Plans for 1�&Well # 59-Z95`1� TABLE R3026 DmGIPCeege Sepaehm. SeArdan Material Fromtelmder"eardatcs Not term ban ^ hid Wpm bind a equmalenf applmd1oftgampeacle From all haelable rom above be gaV Nut Im Nan 56 inch Type Span bod aeTuivxlerd Shdn(s) suppoib;fw mirgassernblies umd,a se;embon reored by he eediw Ptl'mstan '6indl gypsum board aequraknl 5-9' 3'-6" 6'-7" ✓, ]NO". 8'-1' 5'-11' NWSH MMSH 2030 SH 6'-lYHR. B•-TH.H. 218N86 L 6'-B'H H. 4avr _ D � § KITCHEN t 2 VIA11,81117HW1 n Mrx11'A' I7 COUNTER OVERHANG 7 4 RP2511 3-2" FRIG GREAT ROOM 3 HGaU s V-511T 77A'xie.T � - 1'-5117 ' ELECTRIC _ C RANGE 4 216&B S 7^ 32'X6U° W "tUfl15HOVlER � r+ 0 BATH w d 6� RP25.1 SUITE m 13<'x1VV FLEX 4-0 n 13'APx10'tr m m Cam � C 2 71'-t ll2' 7311Y 4'-J112-46-71112/241IT-\\10'-7112" 66 N v R ID HOOKUPS BEDS L9 BED 2668 x-rx10',' � /WATER\ m ; M€CH (HEATER/ e F g 21568 3'-Y -01M 4-212 4'-71 3-5" 5-71 10-711Z 5 � 'v 1 Ir r 91 GR.1 BA.2 LaJ arefire FOYER GARAGE BED 4 /g'-0' x,g'.r - 10';I"x1g-4' CAPE LB 61B &OBfi 13, 7' a PORCH - M RSHTEMP 16070SECMNAL It § ti Y-1• I 4'PCST 6-10117 6110,12 t6'-01 Or 37— FIRST FL00f��LERIEV A 1 114" =1'•0" AT X 34"LAYOUT 118" = V-0" AT 11" X 17" LAYOUT tHasa�F.xWCA1gFry,Claalm�ld, 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NO 27410 PHONE: 336-282-3606 WIN, LUC 02017 I x g� Z Q ® J d w i H LL O Z Q x z Z Q zZ O W c H 5 r + O w z Ole o mr6 2 o w? ? 0 Ou l PLAN # / ORIENTATION j W 1612 / RH z SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/8/19 SHEET # GRP21A1 pypnou W me y01 ayc aNG From all habitable rooms above the garage Not less than 5B -inch Type X gypsum board or equivalent FULL HEIGHT FULL HEIGHT Structure(s) supporting floor -ceiling assemblies Not less than %-inch gypsum board 2X D STUD PARTITION used for separation required b this section or equivalent 2X4 WOOD STUD PARTITION 6 W00 p q y q - _ - 2668 DOOR W TOP l & BOTTOM LOUVERED DRYWALL OPE NING WIDTH I STONE VENEER AS NOTED ON PLAN 6 8" HDR HT. DOOR SQUARE FOOTAGE ___� 16,67 SQ, FT, -r� BRICK VENEER - - = - - DOOR STYLES & RAILS_�-7.05 SQ. FT. - 1 ROD & SHELF STUD WALL BELOW NOTE: EXTERIOR WALLS FRAMED ATI6"O.C.INTERIOR NON- LOUVERS 1I8°X11-911X56"-1.02 SQ. FT, HEIGHT AND STUD SIZE AS NOTED BEARING WALLS FRAMED AT 24" O C. REF TO STRUCTURAL SHEETS FORBEARING WALL SPECIFICATIONS AND PLATE INFORMATION _ NET OPEN AlFLOW8.60 SQ. FT. VOLUME OF AI CONDITIONED R CO ONED PACE 12824 CUBIC FEET S C PLAN NOTES 1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR 8) THE GARAGE SHALL BE SEPARATED FROM THE 13) R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR ALL WINDOWS AND DOORS RESIDENCE & ATTIC BY NOT LESS THEN 112" GYPSUM WALL AND CEILING FINISHES. FLAME SPREAD AND SMOKE DEVELOPED BOARD APPLIED TO THE GARAGE SIDE, GARAGES INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH 2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT BENEATH HABITABLE ROOMS SHALL BE SEPARATED SECTIONS R302.9.1 THROUGH R302.9.4. PER FLORIDA BUILDING CODE R 308.4.2 WITH NOT LESS THAN 518" TYPE"X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARA°;I'dON IS A R302.9.1FLAME SPREAD INDEX, WALL AND CEILING FINISHES SHALL HAVE 3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER FLOOR - CEILING ASSEMBLY, THE STRUCTURE AFLAME SPREAD INDEX OF NOT GREATER THAN 200. PER FLORIDA BUILDING CODE R 308..4.5 SUPPORTING THE SEPARTION SHALL •ALSO BE PROTECTED BY NOT LESS THAN 11z " PSOM BOARD EXCEPTION: FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL 4 NON BEARING INTERIOR FRAME WALLS SHALL BE OR EQUIVALENT '' NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS' CHAIR RAILS BASEBOARDS FRAMED WI WOOD OR METAL STUDS. SPACING SHALL AND HANDRAILS; TO DOORS AND WINDOWS OR THEIR FRAMES OR TO MATERIALS NOT EXCEED 24 O.C. NON BEARING WALLS ONLY ( ) `9 ALL WINDOWS INSTALLED 9E � . -1ADE MUST 71 )COMPLY THAT ARE LE SS THAN 1128 INCH (0,91 MM N I THICKNESS CEMENTED TO THE WITH R612.2 MIN 24' SIL:.. HEIGHT OR SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD 5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD PROVIDED WITH AN APPROVED WINDOW FALL INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS GARAGE DOOR HARDWARE PRVENTION DEVICE CEMENTED TO A NONCOMBUSTIBLE BACKING. 6 WHERE DRYWALL CEILING IS APPLIED TO TRUSSES 10) PROVIDE FIRE BLOCKING PER SECTION R-302.11 @ 24" O.C. USE 5/8" DRYWALL OR 112" SAG RESISTANT PER SEC. 702.3 5 11) PROVIDE DRAFT STOPPING PER SECTION R-302.12 7) > INSTALL 13/8" THICK SOLID WOOD DOOR BETWEEN 12) PLANS TO BE DESIGN ACCORDING TO TABLE LIVING AND GARAGE PER FLORIDA BUILDING CODE R301.2(1) OF 2017 FLORIDA BUILDING CODE R3021.5, _ WINDOW SCHEDULE MARK MANUFACTURER HEIGHT WIDTH D FACTOR SHGC GLASS TYPE WIND-BORNE FL PRODUCT APPROVAL # 3.0 5-0 SH PLY GEM 5951 35.5" 0.32 0.22 LOW-E ARGON SHUTTER FL 150762 2-0 3-0 SH I PLY GEM 35.5" 23.5" _ 0.32 - 0.22 LOW-E ARGON SHUTTER _ FL.15076.2 O 2 8'-1" 7'-10" 6'-7" 3'-6" 6-9" 2030 SH 3.0 5-0 SH 3-0 5.0 SH 6'-8"H.H. 2/86186PNL 6'-8"H.H. 6'-8"H.H. oa W.I.C. I { 210618 KITCHEN LO CO 1 12'•8" x 11' 8" 2X4 WALL, 34112" H. WI 12"COUNTER OVERHANG FRIG, 1'-51/2" { HOOKUPS 2 GRP2 5. 4 4'-5 1/2" 3 M GREAT ROOM 17' A" x 14'•6" I� co ELECTRIC RANGE 216 618 N co cLU r ° -. _. 0. BATH ; 7" M 0. SUITE H 13'•4" x 11' 0" GRP2 5. �6 „ "60 - o ICII 1 FLEX 14'-0" 5'4' 1 aO 13' 0" x 10'-0" eo N �0 � II 216 61, 10'-71/2" 2'-41IT 6-7 1/2" 4'-71/2 2'-3112" 11-1112" D R VENT a N (2) 6 618 - CP Cn W M BED 3 WID HOOKUPS p � Co N' �, , 216618 CD LU 100x 10 1 M m _ M { ' BED 2 N W 10 9 x 10.0 CV. ATER MECH W HEATER cn M_ O �i- 216 618 10'-71/2" 5'-7" 3'-5" 4' 71/2'' 4'-3" U '--I tV w �Q¢ �. GRP25.1 X� 4 - BA.2 � FOYER 216 618 GARAGE 60 BED 4 x 194" EZ6-� 10'•9" x 10'.4" ( q 139" EGRESS N PORCH '� 16070 SECTIONAL 3-05-0SH'fEM 3-05.0SH 4'-11" 6' =8" H.H. 61. 8" H.H. LC ------------------- 1'-10" 16'-0" 1'-101, 6-11/2" 3'-6" 5'-11/2 211/2 " 4'-3" _2'-1 1/2" 13-9 37'-8" • ������f111L111������� fi 0 k._ r DEC 18 2019, w Z O 0 0 I- . Claawantud 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE 336 282-3606 - W1H, LLC © 201.7 ILU NLO L z _0 N O U_ LU O r :2: z Cal Q ° L� o= o o CV M M w W 0 O - o z zo L0 N Q 0 z 0 z z ' o REVIEWED FOR z CODE Co1v RLIAE U-iO ST, LUCIE OUNTY - 8O C U CONTRACTOR C,. L0 O W a M LL LLI J Z LL Q °; ` a YLU 0 0 o CD ® o OO`W CL z 3: w p„ F- LU Uj LLJ Y LU p N O Q NOLUO - O U _I N Q 1` LL w w PLAN # / ORIENTATION: L � w 1612 / LH -- -- SERIES NAME: 4" POST a DIAMOND PLAN NAME: z w LAST REVISION DATE A 12/11/19 SHEET # GRP21.2 'SHINGLES AS SPECIFIED } z Kt:vlCvv CODE CON gj F-%" . PLIA�4 O ST ..LUCIE 00UN i" w BO C U I �,ATRACTOR COPY un cx: W Lo o 0 c� Y dLL- M Z 4 Z L. Q J G J W Q O V) o ,.00 O W z � a Z Wa V)m �O J Y s � N d Q N0Lr)O - O U .J N Q I�- u- ' w PLAN #'/ ORIENTATION: w 1612/LH > - SERIES NAME: a J Y 06 �Illuulg PLAN NAME: GRP2 ELEV'B' - ATTIC VENTILATION CALCS 1/300 Ventilation Upper Lower Total Ridge Roof Soffit Required Max Upper Min Upper Ventilation Ventilation Ventilation Vent Vents Vents Area (sq, in.) (sq. in.) (sq. in.) (sq. in.) (sq. in,) (sq. in.) (In. ft.) (ea) (sq. ft.) 2071 SF 994 795 497 600 480 1080 0 12 80 CALCS BASED ON THE FOLLOWING VALUES: -Ridge Vents =15 in2 of net free area per linear foot -Roof Vents = 50 in2 of net free area per unit — — — — — — — — — — — — — -Soffit Vents = 6 in2 of net free area per square foot I I I SHINGLES TAMKO SYNTHETIC UNDERLAYMENT SHALL BE INSTALLED UNDER ASPHALT SHINGLES. ALL ASPHALT SHINGLES SHALL HAVE SELD- SEALING STRIPS OR BE INTERLOCKING AND COMPLY WITH ASTM D 225 OR D 3462, AND SHALL BE SECURED TO THE ROOF WITH NO LESS THAN 6 FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS PER SHNGLE TAB, AND SHALL IN NO CASSE BE FASTENED WITH LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURE. INSTALLATION SHALL COMPLY WITH MANUFACTURES REQUIREMENTS FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS DETERMINED BY ASTM D 3161. FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F 1667, AND SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS STEEL OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE (0.105") WITH A MINIMUM 318" DIAMETER HEAD SHANK AND SHALL BE A LENGTH TO PENTRATE THE SHEATHING THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM A 641, CLASS 1, OR EQUAL, AND SHALL BE CORROSION RESTITANT BY ELECTRO GALVANIZATION, MECHANICAL GALVANIZATION, HOT DIPPED GALVANIZATION OR SHALL BE MADE OF STAINLESS STEEL, NON-FERROUS METAL f j f , I II 1 I i I 4:12 CV oio ME CV a -- CV N ( 12 4:12 1 ROOF PLAN ELEV'B' 1/8 -1-0 AT 22 X 34 LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT i I I I I VENTE[) SOFFIT I I I I I I I I I I I ffN Zvi �z J a N LU H O H LU H Q J Uj z _O Q O LL z w H O z Uj w w O z Ln Q 0 Q J 71 Uj V) 0 LL z Q a Ln Uj LU w w a J 06 z w J P9 I' ) ! q EFL WON. MR.�3 s'e �t m -sa`. Gumintmed. 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC © 2017 i t/) _ a m a N � Q� LL Y� 0 RE�/IE L® fro CODE C MPLIA11 ST. LUCJ' COU, C'; I` Ci � CON— IMPTOR c� >m L; o Y Q M Q LLI Z _j a z O O 0 w La 3: LLJ LL' o U J ati� ; PLAN # / ORIENTATION: 1612 / LH SERIES NAME: DIAMOND G. TABLE R302.6 Dwelling/Garage Separation � .• v? sF •�' .� r 6 SHINGLE ROOF ON 15# FELT OVER ROOF SHEATHING R703.4 Flashing. Approved corrosion -resistant flashing shall be applied In a manner to � � --- . 9 pp 9 pP-Se aratiorr _� prevent entry o w i , t t f water into the wall cavity or penetration of water to the building structural framing , p_ Y Y p _9 9 , _ w From the residence and attics Not less than /z Inch m board or equivalent *_Omoazlo WINDOwORD00RSILL Yp eq components Self adhered membranes used as flashing shalt comply � �► , are Fa lied t the ara a sidepp 9 rMINIMALLY ExPANDiJc with AAMA 71L The flashm chat eztentl to � � w g I the surface of the exterior wall flnrsh, Approvedeorroslon / c o �o�From all habitable rooms above the are Not lessthan JiB -i ch T e X sum board / •.!? .-• � �CAULKING POLYURETHANE FOAM OR 9 a9 ip 9Yp /�resistant flashmgs hall be installed at all of the following locations.10NAy.APPROVEDCAULK or uivalentq ..1. Exterior window and door b enm s: Flashm at eztenor window ad door b em s shall ex rid h p 9 9 a p rig to tote ,Structure s su orbn floor ceihn as m LAP&TAPEWEATNERRESISTNE r $e bS than �i InCh SUm b0afdWRAPWEATHERRESISTNE surface of the eztenor wall finish or to the water resistive barrier for subse vent drama e. Flashm tO -Pp 9 9 9YP BARRIER AT JOINTS UPPER q 9 9 a , i 1 used force aration required b this section9 P q Y_ or equivalent DECEC 1$ 2 0 BARRIER INTO OPENING & TAPE TO eq Q SHEET OVER LOWER SHEET) exterior WIndOW and door openings Shall be installed SILL USING SELF ADHERED st ed m accordance with one or more of the following or � FLASHING other approved method: MIN, R-30 BLOWN IN OR w 1.1The fenestration manufacturers written flashing instructions. BATT. INSULATION _ 3300 BATTLEGROUND AVE. 1.2The flashing manufacturer's written installation instructons F— SUITE230 CORER USING CASHING GREENSBORO, NC 27410 coRNERusINc MECHANICAL 1.31n accordance with FMAIAAMA 100, FMAIAAMA 200; or FMAANDMA 250. O h FASTENER 14In accordance wit the flashing method of a registered design professional. f — PHONE: 336=282 3606 n ' 2 At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting ALUM. DRIP EDGE I INSTALL SELF -ADHERED Y Y Pro J 9 FLASHING AROUND lips on both sides under STUCCO copings. w PERIMETER OF OPENING — C 3. Under and at the ends of masonry, wood or metal co m s and sills. I 112 SAG RESISTANT ` , �— W1H, LLC 0 2017 Y p9 Q • 4. Continuously above all projecting wood trim, DRYWALL CEILING 5 Where exterior porches, -,w c s decks r stairs attach to wall . o a a I or floor assembly o wood frame construction. W(TEXTURED FINISH .•.:• P Y f .WINDOW &DOOR PAN FLASHING. o! - .. • .. 6, At wall and roof intersections. PER NOTES THIS SHEET ' I not to scale 7, At built-in utter z i h� gutters, I I VENTED ALUM. SOFFIT ~ Q ROOF SHEATHING, ROOFING MATERIAL PER ELEVATION SHALL MEET R70313 +27 71-37 0 P.S.F. 12 PER ELEVATION W T RE T TU DRAWINGS O MIN. R-30 BLOWN IN OR ATT. INSULATION Uz FIT S E 703.1. + 1-37.0 P S F.) 2X4 FRAMING AT 16 0 C. SINGLE HUNG WINDOW w 2 INSTALLED PER MANUFACTURE _ SCIA, IS UILDE SPECIFICATIONS O FINISHED PER BUILDER o Z coz ti Z 2 Q BEAM PER STRUCTURAL 11 1/4" 1L_ DRAWINGS OVERHANG o j 11J �..J P.T.1X FINISH MATERIAL > P T 2X NAILER, TYP. w — 6" VINYL SIDING OVER 112" EXTERIOR PLYWOOD BEAM WIDTHWI VAPOR BARRIER INSTALLED PER 2017 FLORIDA BUILDING CODE. 1 l Z z COLUMN SIZE PEP, FRAME WALL SYSTEM cD STRUCTURAL DRAWINGS 1 Q LINE OF SOFFIT ABOVE o _ co 0 4X4 POST AS SPECIFIED m 112°DRYWALL Z Fiy/j� COLUMN SIZE PER STRUCTURAL DRAWINGS w �'fl3L1� FQ ' 3T. "►E l aI R 136ATT.INSULATIOf z Lucie LU < WOOD BASE GRADE M IG LINE OF PORCH SLAB �.. U C��"RAC. 4X4 POST AS tti. � rQ� C SPECIFIED N r ' COLUMN ANCHOR PER BUILDER, LO MONOLYTHIC WALL FOOTING o > INSTALL PER MANUFACTURER e PER STRUCTURAL DETAILS J � Y Q e.'s COLUMN DETAIL - + - ---- z a z TYPICAL WALL SECTION v u_ I n u n,2 " v0 > O CJ , 318 -1-0 AT 11 X 17 LAYOUT �. USSESAR 24) o O O w ��,r-.� MIN ,'�-r ��a---�r—�:*'� --r, 0 C. THE C RUCTURE _ n- Q- MUST BE 518"DRYWALL OR 112" H 2 w LUm Y G RESISTAN ALL. o o N o o LO O C U .-J CV Q 1— LL_ MIN. R-30 BLOWN IN OR BATT, INSULATION uJ PLAN # / ORIENTATION:: w w 1612 / I.H > Q SERIES NAME: 2 _J DIAMOND - co PLAN NAME: FOYER a a o z U_J -J LAST REVISION DATE Q 12/11/19 —111 - -- - - SHEET If GRP2 4.2 W24 30 1/4" =1'-0" AT 11"X 17°LAYOUT 1/4" =1'-0" AT 11" X 17" LA iT 114" =1'-0" AT 11" X 17" LAYOUT > z a .> LJLJ w pC uj Lu w 0 0LAJ z c/) I �. z Q REVIEW CE CO Obsr. © FOR PLIANC f LEICIE auiv z et C C iI"t - i-V ni i i A I UniVUi u�t - 1-V M 11 All L/OVUI I1'+ - 1-U HI 11 Alt LHTUUIui z 2 LAST REVISION DATE 2/19/1g I' SHEET # AAV KS 1 1 /2" VTR I 3" VTR j 1 1/2" VTR TUB 3" I I z WC 3" 3 I 2 I 211 TUB f AV VVtr 3„ 311 WC 211 LAVS -;� 2„ 3„ 311 3" CO l TO 4" SEPTIC LINE PLUMBING ISOMETRIC 114" —1'-0" AT 22" X 34" LAY 0UT 1/811-1-0 AT 11 X 17 LAYOUT u Digitally signed by Charles P Spelman �a� P.� CIO a DN: cn=Charles P Spelman, o=Printed ``e�' . • • "" • • .� ®e, -; copies of this document are not +Charleso�'.�•' �\ C' E NEB'• considered signed and sealed and all ,� CJ 0& SHA-1 authentication codes must b No 34925 "n # "' wa . verified on any electronic copies., �k , • �r V=This item has been electronically= �k I sf§hed and sealed by Charles P 'U • RECEIVED T •'" '" sP4 using a S;HA-1'• STATE C7 Fftw �, OCT 2 g 2019 authentication rode., � 00 0 mo r,w email=cspelman@spelmanengineerin•.L , Q P••` Na n i�~ ST. Lucie County, Permitting �► • • g.com, c=US '0�t •.... • • �� Date: 2019.10.11 11:27:01-04'00' IIS/Q N A L � %%o 37'-8" vi Lu 3-0" 1, 14'-4" z J — ALL PLUMBING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 RESIDENTIAL V N o 0 M I� LU I � w M w cc z 18'-4" �I 0 UL CO LJ C> MIf i co co I H O y-5 CV s� I cli p '�I I Lu T. j LU ..... — - 1 - - a L,u C OC iI ) 1— �� 1 j o O I h I LO I �V) Q L _ 1,8 ,/4„ 3'-1 1/2"; 3' 2'1/4' Q -4-9 O Uj T: .. Li 1 1.a U I pC Ln CUT CONTROL JOINTS _I i O L- AT INTERVALS 10'x10' I z ....... IN BOTH DIRECTIONS _ �ll I a I 18'-6" I•-- N I L>LJ o w LU .., 18'-511 ` - LU Co Q 2 4'-T 13'-911 17'-81' co Iz LU PLUMBING PLAN ELEU'B' � 1/4" =1'-0" AT 22" X 34" LAYOUT 11811= V-0" AT 11" X 17" LAYOUT W1H, LLC © 2017 V CD ca REVIEWEC pr> wODE Comp ai 4t ST. LUCIE C U ,,,, ISOCC %0 I f'!]yCT0F1 O „ H 0 Q M LL ZLL 0 Y LLl o r O O ® w W z W Lij O_ p N O ` NOLLOO r-- LL° - O U " Q ti LL PLAN # / ORIENTATION: 1612 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET #` GRP2 0A ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES TV I GARAGE DOOR OUTLET-110V OUTLET TV WALL LIGHT SMOKE DETECTOR LOU OPENER PREWIRE OUTLET H i GROUND FAULT OUTLET- PHONE 7= 19" LIGHT BAR 0 FLUSH MOUNT SIG SMOKE DETECTORICO2 INTERRUPTER OUTLET 110V d,COACH LIGHT - BATHROOM GROUND FAULT SWITCH - SINGLE POLE O SURFACE CAN LIGHT INTERRUPTER FRONT DOOR EXHAUST FAN WATERPROOF 3 COACH LIGHT - 01 OUTLET -220V SWITCH -3WAY n rn REAR DOOR OPTIONAL FLUORESCENT l 4 SWITCH - 4 WAY DISCONNECT SWITCH METER MAIN COMBO 150 AMP NEMA3R OR 200 AMP NEMA3R 200 AMP INSIDE PANEL FAN PREWIRE 1 X4 2 LAMPS WIRE SCHEDULE 1 TO POWER CO. TRANSFORMER 2 #4 BARE COPPER 3 3/0 SER AL (FOR 150 AMP) OR 4/0 SER AL (FOR 200 AMP) PER NEC GENERAL NgTEJ. 1) INSTALL ARC FAULT CIRCUIT -INTERCEPTORS & TAMPER RESISTANT RECEPTACLES SHALL BE INSTALLED IN DWELLING UNITS PER NEC; 210.12 AND 406.12 2) ALL ELECTRICAL EQUIPMENT TO BE SET AT OR ABOVE BASE FLOOD ELEVATION. 3) ALL OUTLETS IN WET AREAS AND ALL EXTERIOR OUTLETS TO BE GFI 4) AC/DC SMOKE DETECTOR TO BE INTERCONNECTED AND RESIDENCE HAVING A FOSSIL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE $HALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10' OF EACH ROOM USED FOR SLEEPING PURPOSES PER RULE 9B-3.04.72 IN -STALL ALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 I �I I j ( 2 INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 GFI (WP) ' MADE I 1612 HOUSE LOA GAII-vUL ATIONS 2 SMALL APPLIANCE 1500VA I '-Ci-t 3000 TO POWER CO. ' TRANSFORMER BOND TO FOUNDATION STEEL AS PER NEC 250.52(3) 1 LAUNDRY 15 VAFACH 1500 BY UTILITY COMPANY - 1603 SF GENERAL LIGHTING @ 3W / SQ. FT. 4809 ELECTRICAL RISER DIAGRAM 1 WATER HEATER 4500 RECEIVED NOT TO SCALE 1 REFRIGERATOR 1440 0 FREEZER 0 1 DISHWASHER 1030 OCT 2 8 2019 7 ST. Lucie county, Permitting PANEL S CHEDLJLE 1 DISPOSAL 690 0 TRASH COMPACTOR 0 -- 1 MICROWAVES 1630 # # # DESCRIPTION # 0 CENTRAL VACUUM 0 0 MINI FRIG AND ICE MAKER 0 o JENN AIRE o r. 1 -CLOTHES DRYER ELECTRIC 5000 1 RANGE 11600 l AHU WITH HEATER 50 AMP #6 1 2 RANGE 40AMP #8 2� 3 3 4 ;'4 5 DRYER 30AMP #10 5 6 ACU 30AMP #10 6 o cooKTOP o 0 WALL MOUNTED OVEN 0 7 1 7 g 8 1 GARAGE DOOR 1127 9 WATER HEATER I30 AMP #10 110 _ WASHER 20AMP #12 i 10 o LANDSCAPE o 0 POOL PANEL 0 _ 11 ` 11 12 DISHWASHER 20AMP # 12 112 32,326 FIRST 10,000 @ 100 % 10000 REMAINDER @ 40 % (26,326) 10530 13 BATH GFCI 20AMP #12 13 14 SM APP #1 20AMP #12 114 < 15 GAR GFCI 15AMP #14 15 16 SM APP #2 20AMP #12 16 17 EXT GFCI 15AMP #14 17 18 HOOD/ MICRO 20AMP #12 18 20530 19 LTG-GAR-KIT-BATH-FOY 15AMP #14 19 20 I REF 20AMP #12'1 20 HEAT LOAD 9400 W 6110 65% A/C LOAD 2.5 tons 4400 VA 0 100% (HEATPUMP HEATING WITH ADDNL ELECT HEAT 21 - FAMILY 15AMP #14 21 22 -- '-II`- NOOK/ DR 20AMP #12 22 ADDED FOR MAXIMUM HEAT LOAD VA) 23 MAST BED/ BATH 15AMP #14 23 24 1 SPACE 24 VOLT-AMPERES 26,640 VA 25 1 BED 2/ LOFT 15AMP #14 25 26 SPACE 26 DEMAND LOAD AMPERES 111 @ 240V 27 BED 3/ BATH 15AMP #14 27 28 SPACE 28 29 SPACE 29 30 SPACE 30 NEUTRAL DEMAND AMPERES 74 31 SPACE 31 32 SPACE 132 1 HVAC 0 O J ® } m z arget_ Q C o od N c mil/ 'I (� a LLJ A.C.U. DISCONNECT ,'WATER\% I � � w HEATER,) MECH o 'n Carpe ELECTRICt ` T1 cn I _fi Q LLJ CD Vinyl .�. KEYLESS A/C DISCONNECT INATTIC � PANEL Q j i J Vinylz yl I j C _ REVIEWEDp KEYLESS ' Carpet O C?DE COMP i w ST. LUCIE CO,1 ry BOCC GARAGE DOOR 0 I I -- OPENER PREWIRE GAPROTECTED ( )TRACTOR rLij �I ® O M I TV u- w J Z a Z t_ i 0 w N o a ® w LLJ OeC1 t-- 0 m C-4 0 O LLl O N O < C,4 0 to o u cv a I-- Ll- w PLAN # / ORIENTATION: ELECTRICAL -1ST FLOOR - ELEV'B' Uj V4 =1'-0" AT 22" X 3L4 LAYOUT Of w 1612 / LH 1/3" =1' 0" AT 11" Y 17" LAYOUT = SERIES NAME: J DIAMOND co PLAN NAME: W _j LAST REVISION DATE 2/19/19 SHEET # -- P2 6,2 `O 0 N II � O MEANS i METHODS NOTES THE STRUCTURE 15 DESIGNED TO BE SELF 5UPPORTIN6 AND STABLE AFTER THE BUILDIN6 15 FINISHED AND ALL PLAN, DETAIL, AND NOTE 5PEGIFIGATION5 HAVE BEEN COMPLETED, IT 15 THE GONTRAGTOR'5 50LE RESPONSIBILITY TO DETERMINE THE EREGTION PROCEDURES AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDIN6 AND ITS COMPONENTS DURIN6 GON5TRUGTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE55ARY 5HORIN6, 5HEETIN6, TEMPORARY BRAGING, 6UY5, AND TIE-DOWN5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5HORING AND BRAGIN6 REQUIRED TO 5TA13ILIZE AND PROTECT EXI5TIN6 AND ADJACENT 5TRUCTURE5 AND 5Y5TEM5 DURIN6 GOURSE OF DEMOLITION AND GON5TRUGTION OF THE PROJECT LATERAL BRACIN6 METHOPOLOV • THE WOOD FRAME STRUCTURE OF THI5 UNIT/MODEL 15 DE516NED TO RE515T LATERAL LOADIN65 A5 PERMITTED BY SECTION 4.3.5 OF THE 5PEGIAL DE516N PROV1510N5 FOR WIND AND SEISMIC (5DPW5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENIN65 METHODOLOGY PER THE REQUIREMENTS SET FORTH IN SECTION 4.352. A5 SUCH, WALLS WITH OPENIN65 ARE GON5IDERED A SINGLE STRUCTURAL PANEL AND MAY NOT REQUIRE HOLDDOWN5 ADJACENT TO EACH WINDOW/DOOR OPENIN6. • 5HEARWALL5 USED IN THE DE516N OF THE STRUCTURE ARE DE516NED TO RE515T BOTH SHEAR AND UPLIFT, AS PERMITTED THROUGH SECTION 4.4 OF THE 50PW5. A5 5UGH, STUD CLIPS ARE NOT REQUIRED, EXPECT WHERE NOTED GN PLAN TO RE515T EXCESS UPLIFT LOAD THAT HAS NOT BEEN RE50LVED THROUGH THE EXTERIOR 5HEATHIN6 FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARWALL. TERMITE IFROTECTION 5EGTION R318 - PROTECTION AQAIN5T TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY RE615TERED TERMITIGIDE5, INGLUDIN6 501L APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW GON5TRUCTION. SEE SECTION 202, "RE615TERED TERMITIOPE." UPON GOMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIF16ATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY O STATEMENT: 'TH THAT CONTAINS THE FOLL WING E BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF A61RIGULTURE AND CONSUMER SERVICES." THI5 MODEL HA5 BEEN ENGINEERED TO RE515T LATERAL FORGE5 RE5ULTIN6 FROM 160 MPH WIND SPEED, EXP. G R15K CATEC70RY II $ 5EI5MIG GATE60RIE5 A/B. ENGL05ED, 0.18 INTERNAL PRESSURE GOEFF. ENGINEERED DE516N WA5 COMPLETED PER THE 6TH EDITION 2011 FLORIDA RE5IDENTIAL S BUILDING GODE5 (5EGTION5 R301.1.3 (RE5) $ 160q (BUILDING)) it A5GE 7-10 STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: 0 SHEATH ALL EXTERIOR WOOD FRAMED WALL5 w/ 1/16" PLYWOOD OR 055 FASTENED W/ 2Y2"XO.I3I" NAILS o Or O.G. ALONG PANEL ED6E5 AND 12" O.G. IN THE PANEL FIELD. I. ALL 5HEATHIN6 PANELS SHALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO 5TUD5) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2X HORIZONTAL BLOGKIN6 SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL ED6E5 4 ED6E FA5TENIN6. 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 o I6"o.c. MAX. U.N.O. ON PLAN. 3. SHEATHING SHALL BE CONTINUOUS FULL HE16HT OF 2NO FLOOR WALL- FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 32"xO.131" NAILS ® Ib"o.c. USE (8) 3Y2"xO.131" NAILS o EA. LAP 5PLIGE. (TYP. U.N.O.) 5. LATERAL ANALYSIS A55UME5 ALL INTERIOR SHEAR WALL5 ANC EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENING,. 6. SEE ARGHITEGTURAL DRAWIN65 FOR ADD'L WALL GONSTRUCTION F:FGUIREMENT5. 1. ALL EXTERIOR L?BLS CONSIDERED A5 SHEAR WALLS. 8. WHERE PANELS -?E APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL P OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. INPIGATE5 LOCATION AND EXTENT OF 51AEAZ ALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FASTENING, 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION 5YMB0L SHEAR PANEL 5PEG. HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION ® HD-1 U5P HTT45 HOLDOWN* HO-2 U5P M5TG40 STRAP TIE (12" END LENGTH) HD-3 U5P M5TG66 STRAP TIE (12" END LEN6TH) ® HD-4 U5P 5TADI4 HOLDOWN *ALTERNATIVE TO 5TBI6 ANCHOR BOLT 5PEGIFIGATION: ANCHOR HOLDOWN UTILIZIN6 THREADED ROD (REFER TO U5P SPECIFICATION FOR ANGHOR DIAMETER). EPDXY-5ET INTO GONGRETE FOUNDATION w/ U5P GIA-6EL 1000 EPDXY SYSTEM PER MANUR RECOMMENDATIONS. PROVIDE q" MIN. EMBEDMENT INTO GONGRETE. DO NOT LOGATE EPDXY-5ET ANCHORS WITHIN 1 94" OF FACE ON GONGRETE FOUNDATION WALL FOUNDATION • FOOTING DE516N - 2,000 P5F ALLOWABLE 501L BEARING PRE55URE 15 ASSUMED. BUILDER/GONTRAGTOR MUST VERIFY. • FASTEN 2x4/6 51LL PLATES TO FND WITH A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAX. FROM PLATE ENDS - UTILIZINC7: • 1/2" DIA. ANCHOR BOLTS A 4'-0" o.c. WITH 1" MIN. EMBEDMENT o GONG. • ALL ANGHOR BOLTS SHALL HAVE 3"x3"x022q" STEEL PLATE WASHERS MLE55 NOTED OTHERN15E ON PLANS. • ALTERNATIVES: • 1/2" DIA. X b" LONG POWERS WED6E-BOLT+ ANGHOR5 A 4'-0" O.G. • 1/2" DIA. THREADED ROD (1" MIN. EMBED) A 4'-0" O.G. UTILIZIN6 HILTI HIT-HY-200 EPDXY SYSTEM • LISP FA4 ANCHOR STRAPS A 4'-0" O.G. • ALL LUMBER EXP05ED TO HEATHER OR IN CONTACT W/ PERIMETER FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANCE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 318 CHAPTER 14 FOR STRUCTURAL PLAIN CONCRETE. GONGRETE SHALL ATTAIN THE FOLLOWING MIN. GOMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: • Fc, = 2,500 p51:....... FOOTIN65 4 INTERIOR 5LAB5 ON 6RADE 2,500 p51:....... 6ARA6E 4 EXTERIOR 5LAB5 ON 6RADE • fy = 60,000 psi • • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR BELOW FR05T LINE. CONSULT 501L�-i REPORT OR BUILDING DEPT. FOR MINIMUM DEPTH BELOW 6RAi • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L. OR q5% GOMPAGTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF 51-A` ED6E5, AND OTHER LOGATION5 WHERE SLAB GRAGKS ARK - LIKELY TO DEVELOP. • SAW GUT OR TOOLED JOINT DEPTH SHALL BEY4 OF THE DEPTH OF THE SLAB (I" FOR A 4" 5LAB) • JOINT5 SHALL BE LOCATED A 10'-0" O.G. (REGOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARL ;r A'? P055113LE (1:1 RATIO), WITH A MAXIMUM OF 1:15 RATIO • A RE615TERED WOOD TREATMENT TERMITIGIDE SHALL BE U5EV FOR SUBTERRANEAN TERMITE PREVENTION, IN AGGORDANGE WITH THE LABEL DIRECTIONS FOR USE AND THE FBG. • DIMENSIONS BY OTHERS, BUILDER TO VERIFY. 6ARA6E SLAB 4" GONG. 5LAB ON 4" MIN. 6RANULAR FILL ON q5% GOMPAGTED FILL/VIR61N SOIL PORCH SLAB 4" GONG. 5LAB ON 4" MIN. 6RANULAR FILL ON q5% GOMPAGTED FILL/VIR61N 501L SLAB ON GRADE 3 1/2" GONG. 51_AB w/ 6xb WI.4xl.4 WWF (OR FIBEF' MESH ILO WWF) ON 6 MIL VAPOR I %ARRIER ON 4" MIN, 6RANULAP FILL ON q5% GOMPAGTED FILL/VIR61N 501L FLOOR FRAMIN6 • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY I-J015T /TW155 MANUFACTURER, URLE55 OTHERN15E NOTED. • I-J015T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. d EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ 6LUE AND 3"xO.131" NAILS A 6" O.G. AT PANEL 1ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. . WIIZW • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI5 BG51 1-14 "GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • FASTEN EACH ROOF TRU55 TO TOP PLATE W/ U5P RT16A RPRIGANE GLIP (OR APPROVED EQUAL) o ALL BEARING POINTS. CLIPS MIU5T BE INSTALLED ON EXTERIOR FACE OF EXTERIOR WALL5 OR THE SAME 51DE A5 THE SHEAR WALL 5HEATHIN6. • ALL ROOF 61RDER TRU55E5 AND FLUSH BEAMS WITHIN THE ROOF SYSTEM SHALL BE FASTENED TO THE DOUBLE TOP PLATES AND P05T 51ffORT W U5P MTWI6 GIRDER TIE -DOWNS OR APPR. EQUAL (TYP. U.N.O. ON PLANS) • ROOF 51-EATHIN6 SHALL BE 1A6' MIN. 05B/PLYWOOD 5HEATHING 2%, EXPO51M I. FASTEN SHEATHING TO ROOF MEMBERS W R5R5-OI (2 3/e, xO.113' RING SHANK) NAILS A 6" O.G. a PANEL ED6E5 4 a b" O.G. IN FIELD. PROVIDE "H" STYLE GLIP5 ALONG UN5UPPORTED ED5E5. FASTEN 5HEATHIN6 To 6ABLE END 4 DRA6 TRU55E5 W/ R5R5-01 NAILS ® 3" O.G. • ROOF 5HEATHI% FOR MAIN ROOF TRU%IE5 SHAH EXTEND GONTINUOU51-Y UNDER ALL OVERFRAMIN6. • TRUSS ALL LAR6E VALLEY SETS. FASTEN EACH END TO TRU55 BELOW w/ U5P MTN12 AND (2) 3"xO.131" TOENAILS TO EACH TRUSS BETWEEN. FOR SMALL OR IRREGULAR AREAS OF OVERFRAMIN6, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN6 A 24" O.G. FA5TENED TO TRU55 BELOW W/ L15P MTK12 4 (2) 3"xO.131" TOENAILS EA. END (MAX. 4' LEN6TH BETYEN 5"ORT POINT5) • ALL METAL HANGERS SHALL BE 5PE61FIED BY THE TI;155 MANUFACTURER, MLE55 OTHERWISE NOTED. • ROOF TRUE-6 SHOP DWG5. 514ALL BE SUBMITTED TO ARGH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF T1455E5 W 2x4 LEDGER FA5TENED TO FRAMING W/(2) 3"xO.131' NAIL5 o I6" O.G. • THE EXTERIOR GEILIN65 FOR THE ENTRIES AND PORGHE5 SHALL HAVEY2" EXTERIOR 6YP5UM BOARD. THE 6YP5UM BOARD SHALL BE ATTAGHED TO ALL FRAMIN6 MEMBERS WITH BLOCKING PROVIDED AT PERIMETER. THE 6YP9JM BOARD SHALL BE ATTACHED WITH TYPE "W" 1144" DRYWALL 5GREW5 o 8" O.G. IN FIELD AND EDC-B. Windov4 ff Door Allowable Wind Pre55ure5 160 MPH lvihd Zone Exp G, Risk Gat 11, EnGlo5ed 0.18 Internal Pre%ure Goeff. OPENING SIZE a INTERIOR ZONES END ZONES 5-0" X 6-8" DOOR AI +35.6 P5F/-38.8 P5F +35.6 P5F/-46.5 P5F 2-0" X 3'-0" WNDW BI +51.3 P5F/-40.5 P5F B2 +31.5 P5F/-411.g8 P5F 5-0" X 5-0" WNDW @ +36.5 P5F/-3q.b P5F G2 +56.5 PW-48.2 P5F -0" DOOR DI +332 P5F/-36.3 P5F P2 +53.2 P5F/-41.1 PSI '-0" EI E2 DOOR +31.1 P5F/-34.8 P5F +51.1 PW-38.6 P5_ is defined as the smaller of 10% of least horiz. dim. or 40% of m,r-.1n [EndZone t, but not less than 4% of least horiz. dim. or 3 ft. ssures charted here are allowable pressures w/ a max. mean ro•ht of 25ft. Values are permitted to be converted per A5GE 1-IC'tion 2.4.1 to get an equivalent ultimate load pressure. Divide wable pressures by a factor of 0.6 to obtain ultimate pressures. GENERAL 57MCTURA L NOTES • DE516N 15 BASED ON: 6th EDITION (2011) FLORIDA BUILDING GODE. • WOOD FRAME ENOINEERIN6 15 BASED ON ND5, "NATIONAL DE51ON 5PEGIFI6ATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (50 P5F o 5LEEPIN(5 AREAS) DEAD = 10 P5F (I-JOI5T5 4 50LID SAWN) (20 P5F o TILE) LATERAL (SEE NOTF3) SEISMIC (SEE NOTES) 501L SEE FOUN»)ATION NOTES (BUILDER TO VERIFY) 6ENERAL FRAMIN6 • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN STANDARD GONNEGTION5 TABLE (IR(, TABLE %02.3(I)) OR ON PLANS. ALL NAILS SPECIFIED ARE MEN DIAMETER AND LENGTH REQUIRED FOR GONNEGTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFAGTURER5 REQUIREMENTS FOR MAX CHARTED CAPACITY. NOTE: HAN6ER5 USE GOMMON NAIL DI6MfTER5 NOT TYPICAL FRAMING GUN NAILS. • EXT. 4 INT. BR6 WALLS SHALL BE 2x4 (UNLESS NOTED OTHERN15E ON PLAN) a 16" O.G. 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. • W1\LL5 OVER T TALL SHALL BE PER PLAN • ALL HEADER5, BEAMS 4 OTHER 5TRUCTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 OF) OR 50VMERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). ALL HEADERS HAVE BEEN DESIGNED BA5ED ON CALCULATED LOADS 4 SIZED AGGORDINe_ Y. CODE TABLES HAVE NOT BEEN USED. • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE GONSTRUGTED WITH 2x '51UD' 6RADE MEMBERS SPACED A 24" O.G. (MAX., U.N.0) • HEADERS IN NON -LOAD BEARING WALLS SHALL BE: (1)2x4/6 FLAT a OPENIN65 UP TO 4', (2)2x4/6 FLAT UP TO 8'. • ALL FRAMING LUMBER 54-TALL BE DRIED TO 15% MG • ENGINEERED LUMBER TO MEET OR EXGEED THE FOLLOWING: • 'L5L' - Fb=-2325 !.„ i; F-v=310 psl; E=155x10 6 psf • 'LVL' - F19=2600 l.,:i; fv 285 psi; E=2.0xWb psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 R011,15 OF 3"x01'-%!3" NAILS A 8" 0/6 OR 2 ROW5Y4"x-3'2" U5P WOOD 5GREW5 (OR 51:I RU55LOK 5GREW5) o 16" O/G. USE A MINIMUM OF 3 ROK5 r OR BEAR DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT OOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5,�%RE06 2" FROM ED6E. SOLID 3)11" OR 5Y4" BEAMS ARE AGGEPTA3LE. USE 2 ROW5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" U5P WOOD SCREWS (OR 6 %'" TRV35LOK 5GREW5) o 16" 0/6. U5E A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE SIDE ONLY FOR TRL65LOK 5GREW5). LOCATE TOP AND BOTTOM 5GRENS 2" FROM EDGE. A SOLID 1" BEAM 15 AGGEPTABLE. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PECIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • FOR 5TUD P05T GROUPS SPECIFIED ON PLANS A5 (4),(5) OR (6), FASTEN PLY'5 w/(2)5NO.131" NAILS o 6" O.G. OR 03"xO.120" NAILS A 4" O.G. (ALL PLYS, FULL HT. OF POST) • PROVIDE 50LID BLOCKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FND.,/BEARIN6. BLOGKIN6 TO MATGH PO`)T ABOVE. • FASTEN 2x WOOD PLATES TO TOP FLANGE OF STEEL BEAM5 WITH P.A.F.'s ('HILTI' X-GF PINS OR EQUAL) o 16" O.G. 5TA66ERI-D, OR 1/2" DIA. BOLTS a 45" O.G. 5TA66ERED. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE U5P G44 GAP 4 PA44E BASE, U.N.O. MK - 58'T. son CONNECTION SPECIFICATIONS (TYP. U.N.O.) DE5GRIPTION OF 61-06. ELEMENT 3"xO.131" NAILS J015T TO SOLE PLATE (3) TOENAILS YW.120" NAILS ('3) TOENAIL5* 50LE PLATE TO J015T/13LK'6. NAILS o 4" o.c.. NAILS o 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO 5TUD 2 NAIL5 M 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS a 6" o.c! BLK' 7. BTWN. JOISTS TO TOP PL. (3 TOENAILS (3) TOENAILS* DOUBLE STUD NAILS o 24" o.c. NAILS a 16` o.c. DOUBLE TOP PLATE NAILS a 24" o.c. NAILS a 16" o.c. DOUBLE TOP PLATE LAP SPLICE g NAIL5 IN LAPPED AREA 11 PP NAILS IN LAED_ AYEA TOP PLATE LAP o CORNERS 4 INTER5E6TIN6 WALLS (2) NAILS (2) NAILS * 2Y2"4113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME 5PAGIN6 OR NUMBER OF N-\ILS. (ONLY AGGEPTABLE WHERE * ARE 5HOVW ,`` ,Ps `�,. • � ti No 82 9 .. ATE F OT. [BAR���nnnn�A% 0 8 2019 © copyright: MULHERN & KULP structural Engineering, Inc. U' z w w z o C7 m z �W a a x F- U Q cc ZD m =_ F- '2 m CIOs42 mE Q i W CD z ua N Y y m` uS 6N Q N ae m a II_, �I I I 1 M&K project number: 195-1 9004 I project II JSB I drawn by: PAT issue date: 03.0& 19 1 REVISIONS: date: initial: 03/08Aq PAT W z CO i"iW r� i� W Z n rn U CJ I W (0 Ld 0 L f 0 O z Ld -0 o d a 4 w �� ? m U� N 0 LL� O Ld U (x z , w rI- om0CL sheet: N Wade Jurney Homes Product Approval/ NOA Index Sheet Updated:l2-18-2019 Product Approval Design Component Model/Series Impact Attachment method pproval # Date Pressures Resist. Roof TAMKO Bldg, Products, inc. Asphalt Shingles Roofing 3-Tab Glass Seal Elite FL18355.1 12/12/2017 N/A Standard Fastening Pattern, (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 in. back from each end and one 12 in. back from each end of the shingle for a total of 4 fasteners. For slopes from 4:12 and higher RhinoRoof U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1" in from the edge. For low slope (less than 4:12) Covering Interwrap Underlayment's Roofing RhinoroofU20 FL15216.1 12/12/2017 N/A applications it is recommended to overlap 50% plus 1"The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. For same day coverage with primary roofing RhinoRoof U20 can be anchored with corrosive resistant 3/8" head x 1" leg roofing nails (ring shank preferred, smooth leg acceptable). Thermo-Tru Fiberglass Swing door Fiberglass 6-Panel FL15225.5 9/21/2018 67 -67 Yes Jamb, head, and Threshold Fasteners for this unit include #10 Wood Screws or 1/4" Tapcons. A Physical Shim must be placed in Shim Space at each anchor location. Tapcon edge distance MIN 2-1/2". Wood Screw edge distance MIN 3/4", not to exceed 6" O.C. Doors Attach door bracket to jamb w/ 5/16" x 1 5/8" lag screws not to exceed 24" O.C., Door Jamb to be minimum 2x6 structural grade Wayne Dalton Overhead Double Door Series 9100 FL9174.6 2/13/2018 39.2 -43.7 Yes lumber, Vinal or wood door stop nailed at maximun of 6" O.C. must overlap top and both ends of panels min 7/16" tp meet negative pressures. Nail fin Holes to Use for Fasteners Standard: Every Other Hale Impact: Every Hole Distance From Window Corners 4" or nearest hole Ply Gem Windows Vinyl Fixed Window Series 1500 FL16104.1 12/27/2017 55 -55 No Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest hole Windows/ Sliding Doors Ply Gem Windows Vinyl Single Hung Window Series 1540 FL16103.1 12/27/2027 50 -50 No Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Corrosion -Resistant Screw Size #8 or Larger Pan Head Vinyl integral Mull (Twin Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest hole Ply Gem Windows &Triple) Window Series 1500 FL26100.2 10/17/2017 50 -50 No Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Mastic Eclipse 4.5 „ Allow a min. of 1/321' between the back of the nail head, screw or staple crown and the nailing strip. Nails or staples should be placed Ply Gem Siding Mastic Vinyl Siding FL23885.1 12/12/2017 73.6 73.6 Yes approx. 12 to 16 apart. Leave a min. of 1/4 clearance at all openings and stops to allow for normal expansion and contraction. Dutch Lap Panels should be overlappel approx. 1". Fasten panels approx. 8" or more from the overlap seam. Siding Ply Gem Siding Mastic Vinyl Siding Board and Batten F1.23885.1 12/12/2017 96.6 -96.6 Yes Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads. 16" vertical nail spacing. 7" Vertical Vinyl Siding horizontal nail spacing. Ply Gem Siding Mastic Vinyl Siding Cedar Discovery Shake FL23$85.1 12/12/2017 49.4 -49.4 Yes Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads. 18" (shake) vertical nail spacing. 8" horizontal nail spacing. Shutter Hurricane Storm Panel MFG INC. 24 Gauge Galvanized Storm Panel FL16293.1 11/2/2017 20 -20 Yes 1/4" diameter screw shall have a minimum embedment depth of 1 1/2" and have a spacing of 12" o.c. Steel .a Nails are galvanized steel roofing nails, 1-1/2" long, with 1/$" diameter shanks, and 3/8" dia. Heads - Or - Staples with 1" long legs X Ply Gem Siding Ma4tr. Vinyl Soffit Universal (Vinyl} FL23352.1 12/12/2017 132.8 -38.7 N/A 1 16" 16 GA Dia. in each nail hem. Soffit Aluminum Coils, inc. P.lu•rrn Soffit FL 12194.1 12/15/2017 80 -90 No 12" T-4 / 16" 4-4 Aluminum HT Soffit. Channel at the wall 3/4" x 1/4" crown staple in a diamond pattern at 24" O.C. Soffit side 3/4" x 1 4" crown staple at 8" O.C. Facia cap 1 3 4" x 072 1/4" head trim nail at 48" O.C. United Steel Production Co Wood Connectors HD28-21F FL17232.3 12/21/2017 (14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10d) Nails into Joist United Steel Production Co Wood Connectors HD0210-21F FL17241.8 8/14/2018 (14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10dl Nails into Joist Simpson Strong Tie Co Wood Connectors MSTA49 FL10852.8 12/13/201.7 (26) 0.148" x 2-1/2" Long Nails United Steel Production Co Wood Connectors RT16A FL17236,11 2/13/2018 (9) 0.148" x 1-1/2" Long (10d) Nails into truss/rafter; (8) 0.148" x 3" Long (10d) Nails into Plate Simpson Strong Tie Co Wood Connectors MTS16 FL10456.8 12/19/2017 (14) 0.148" x 3" Long Nails or (14) 0.148" x 1-1/2" Long Nails Simpson Strong Tie Co Wood Connectors MTS12 FL10456.8 12/19/2017 (14) 0.148" x 3" Long Nails or (14) 0.148" x 1-1/2" Long Nails United Steel Production Co Wood Connectors HTT45 FL17324.2 8/13/2017 Install Directly to Framing with 10d Common or 16d x 2-1/2" Pnuematic Simpson Strong Tie Co Wood Connectors MSTC40 FL10852.9 12/13/2017 (20) 0.148" x 3-1/4" Long Nails Minimum Simpson Strong Tie Co Wood Connectors MSTC66 FL10852.9 12/13/2017 (54) 0.148" x 3-1/4" Long Nails Minimum United Steel Production Co Wood Connectors STAD14 FL172.49.3 12/21/2017 (38) 0.148" x 3-1/4" Long Nails Structural Components United Steel Production Co Wood Connectors ADTT-TZ FL17324.1 12/21/2017 WS8-EXT wood screw or 3/8" HDG lag screw Simpson Strong Tie Co Wood Connectors A35 FL10446.1 12/13/2017 (12) 0.131" x 1-1/2" Long Nails Minimum United Steel Production Co Wood Connectors RT15 FL17236.10 2/13/2018 (5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0,131" x 2-1/2" Long Nails into Plate United Steel Production Co Wood Connectors RT7AT FL20872.1 12/12/2017 (5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0.131" x 1-1/2" Long Nails into Plate United Steel Production Co Wood Connectors RT7A FL17236,10 2/13/2018 (5) 0.131" x 2-1/2" Long Nails into truss/rafter; (5) 0.131" x 2-1/2" Long Nails into Plate Simpson Strong Tie Co Wood Connectors LCE4 FL10446.9 12/13/2017 (14) 0.162" x 3-1/2" Long Nails into Beam; (10) 0,162" x 3-1/2" Long Nails into Post United Steel Production Co Wood Connectors CBE44 FL220S2.1 8/13/2018 (12) 0.162" x 3-1/2" Long Nails into post United Steel Production Co Wood Connectors FA4 FL17249.1 12/21/2017 (3) 0.148" x 1-1/2" Long Nails into side of sill plate; (3) 0.148" x 1-1/2" Long Nails into top of sill plate United Steel Production Co Wood Connectors RS14-100 FL17244.28 10/14/2019 Installed directly to Framing, (36) Min. 10d x 1-112" with lod Common or 16d Sinker. 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THIGKENED 5LAB 14 I I 1.o I 6ARAGE 5LAB I I I I I I 4 VARIES I I I I I I I 3 I I I I I Dl.o I I I I I 4 L — — — — — — — — — — — b I ----------J HD-1 PORCH 5LAB HD -I HD PER HO PER 1/502.0 1/51?2.0 12x12 PLAIN GONG. PIER EXTENDED 12" MIN. BELON 4 1/2' GRADE-150LATE PIER FROM PORCH 5LA13 (TYP) -5 12' 4'-b 1/I6" )jL.AOUNVATION PLAN nV =rw REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY SOC(l GARAGE 5LA13 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILLNIRGIN 501L PORCH 5LAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILLNIRGIN 501L 5LAB ON 6RADE 5 1/2" GONG. 5LAB wl bx6 NIAAA NNF (OR FIBER ME51-1 ILO NNF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILLNIRGIN 501L HOLD-DOWN SCHEDULE L V 5PEGIFIGATIONI U5P HTT45 HOLDOI^Al*2 U5P M5TG40 51RAP TIE (12" END LENGTH) HD-3 U5P M5TC66 STRAP TIE (12" END LENGTH) HD-4 U5P 5TA014 HOLDONN *ALTERNATIVE TO 5T13Ib ANCHOR BOLT 5PEGIFIGATION' ANCHOR HOLDONN UTILIZING THREADED ROD (REFER TO U5P 5PEGIFIGATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P GIA-GEL 1000 EPDXY 5Y5TEM PER MANUF. REGOMMENDATION5. PROVIDE 9" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANGHOR5 WITHIN 1 %"' OF FACE ON CONCRETE FOUNDATION WALL LEGEND • ® INTERIOR BEARING WALL • BEARING WALL ABOVE • --..— BEAM / HEADER • �''' T''� EXTENT OF OVERFRAMING • J L METAL HANGER • INDIGATE5 5HEARNALL • INDIGATE5 HOLDONN REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES No 78 �I 0: AT OF � I /GJ N A' S rv'• 2019 © copyright : MULHERN & KULP Slmctural Engineering, Inc. aCD Z J F=- III W W �Z Z LZ win W d J N rn r rtl D 1 O z 3E M M 0 X 0 N rM2 w0Om 00 0 0 a CyZM 0 M rn rnNZC-,� w d C7 � d -ETODz z 31 N w g Z C, pn 6 M M n rn rn � _n v D T z (M:) Z �o .. -- e IN O o i Z o �Ap n 2 A � O �� NN6N61 rn D 1 N -Q -o Z oo_o_o_o. FA e NV p N C�D U � � p1 -4 b O? 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