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2 a. _N V N lii 2 i 5Z O N V W I 3 .O C O a rn c i6 E2 L1 I M O O M O V 0 O D_ J N N 0 M O 00 Co a O m o_ a O 3 4 m J T C 7 N a O O M T 6� C a O Y rn N S. N y 3 U) O U W _I LL N SCALE:1" = 10' 0 5' 10, 20' WELL APPROXIMATE WELL \ APPROXIMATE I FIR S 89°51 13 E 1/2" ` N 90`00'00" E i \ 10' PUBLIC UTILITY 19.0v; `.1 rSZ o� & DRAINAGE EASEMENT 20.0 t 20.0 WELL 11,00 PROP,OSED WELL ❑W 15'B.S.L. , %S °N �° t T Q 0 l "10 r 1 \ I ` PROPOSED TX3' 21.5 21.5 01 CONC. PAC' EL.22.16' 74.81'(M) 75.00'(P) -00 E 0'o O 220\ 14.T7 0.4 P. J± TO DTIC 1 FIR 1/2" f t %0.3G o O N O O 26.03 22.0 21.5 20. I c 1 u' CONC DRIVE c� N 14.0' 16.88t TO SEPTIC I 20). S/T A 17.5' n, a� 20.1 i> oo tr).00 FIR 1/2" 20.0; S 90`00 00 W FIR 1/2" N 89"42 40 W CATCH BASIN - F' 75.00 (P) TOP EL.=18.55 75.14'(M) 12"CMP 12"CMP INVERT INVERT EL.=17.09 I EL.=17.05 19.45 ( 2` .0' I 19.6_ (70' PUBLIC R/W) 20'± ASPHALT ROAD 0 SET N/D SITE BENCHMARK 1 EL.=19.80 0 L6 m WELL ACROSS STREET OUT OF RANGE SET N/D SITE BENCHMARK 2 EL.=19.75 PROJECT DATA SITE ADDRESS: FT. PIERCE, FLORIDA 34951 OWNER: WJHFL, LLC. 3300 BATTLEGROUND AVENUE #230 GREENSBORO, NC 27410 ENGINEER: MILLS, SHORT & ASSOCIATES, LLC. 700 22ND PLACE, SUITE 2C VERO BEACH, FLORIDA 32960 (772)226-7282 SURVEYOR: GSS SURVEYING & MAPPING, LLC. 4690 LIPSCOMB STREET NE, SUITE 6A PALM BAY, FLORIDA 32905 (321) 914-3978 PARCEL I.D.: 1301-608-0058-000-4 FLOOD ZONE: THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP 120111C0070J, DATED DECEMBER 4TH, 2012. BENCHMARK NOTES: THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE PRIMARY BENCHMARK UTILIZED FOR THIS SURVEY IS NGS PID D14002, ELEVATION = 21 .33'NAVD88. SITE BENCHMARK IS AS SHOWN. SITE DATA: REQ'D PROPOSED LOT SIZE: 5,000 S.F. 9,750 S.F. LOT WIDTH: 60' 75 F.T. MAX. BUILDING COVERAGE: 30% 1,609 S.F. (16.5%) MIN. OPEN SPACE: 40% 7,839 S.F. (75.5%) SETBACKS: REQ'D PROPOSED FRONT YARD (N) 25' 38.25' SIDE YARD (W) 7.5' 14.0' SIDE YARD (E) 7.5' 24.54' REAR YARD (S) 15' 51.75' ZONING: SINGLE FAMILY (RS-4) LAND USE: SINGLE FAMILY RESIDENCE LEGAL DESCRIPTION: LOT 15, BLOCK 90, LAKEWOOD PARK, UNIT NO. 8, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 19, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. (CONTAINS 0.22 ACRES) NOTES: 1. SILT FENCE SHALL BE PLACED ON SLOPE PROJECT LEGEND: -q n = PROPOSED FINISHED GRADES �(,X = PROPOSED DRAINAGE PATTERN HP = HIGH POINT M.E. = MATCH EXISTING 0 = DRAINAGE STRUCTURE I C 0 p REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC CONTOURS TO MAXIMIZE EXTRA STRENGTH FILTER STEEL OR WOOD PONDING EFFICIENCY. FABRIC NEEDED WITHOUT POST 2. INSPECT AND REPAIR WIRE MESH SUPPORT FENCE AFTER EACH ATTACH FILTER FABRIC STORM EVENT AND SECUREL ! TO UPSTREAM REMOVE SEDIMENT WHEN SIL`E OF POST NECESSARY. 9" MAXIMUM RECOMMENDEDSTORAGE HEIGHT. 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. STEEL OR WOOD POST- 36" HIGH MAX. NG PONDING HEIGHT FLOW" Z 4"X6" TRENCH WITH COMPACTED BACKFILL TRENCH DETAIL SURVEYORS NOTES: 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. 2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET, IN THE MINIMUM TECHNICAL STANDARDS. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF RECORD, 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED. 5. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. 6. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 120111C0070J, HAVING AN EFFECTIVE DATE OF JANUARY 16, 2012. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X, OUTSIDE SPECIAL FLOOD HAZARD AREA. 7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET. 8. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. 9. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR ENTITIES NAMED HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP APPLIES ONLY TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HEREON. ADDITIONS, DELETIONS OR REVISIONS TO THIS DRAWING 3Y OTHERS ARE NOTPERMITTED AND THIS SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. 10. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). y FLOW 10' MAXIMUM SPACING WITH WIRE SUPPORT FENCE, 6' MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE w PONDING HEIGHT �0M ro FLOW _ Z " MIN. DRAIN ROCK INSTALLATION WITHOUT TRENCHING Q m W N Z (� N V) (I j E a -2 p U V LL aCa PiT � J O] �.. B °w rn E U to 0 r � z W y V / spy V / N o] M 3 d Ld W 33 too ` v m m p j L 0 2 LL m � �a W m 0 Co N N V 00 rn r to �� W C0 ti Z 04 .� aU p c' � m 0 0 LL a N m N Q 2 m o> SE/-�'�N :o)� r' W >.LU cP ;v o Q ICI �I � v-• � 'ry Z H Z W 0 O U w 0 W Cn rn U)=- SILT FENCE INSTALLATION DETAIL - TYPE IV. W W U = SCALE: N.T.S. U) ✓G � t� Q w U W W V+ VG o ?N DRAINAGE AND GRADING NOTES: ;•_�9 A m m 1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88. 'E w 2. ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.LL a 3. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING. V}})� / 4. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL C Z BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. U) 5. CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY 1 LJL > WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN. rWrnn o 6. THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITE STORM WATER RUNOFF AND a) 2)V a z Y > �! DISCHARGE INTO AN APPROVED STORM WATER o SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER, SHOULD THE ADJACENT LL 0 PROPERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHANGE a Q THE INTENT OF STORM WATER DESIGN. y `N >,a) z STORMWATER POLLUTION AND EROSION CONTROL 0 NOTES: @ Z 1. ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST. O U LUCIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL. (� c 2. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED ��/� w m AREAS. SCANNE CU "t N 3 BY .- N 3. ALL AREAS OUTSIDE OF SILT FENCING SHALL REMAIN UNDISTURBED. V. �UCI@G(iU W I A. CONTRACTOR SHALL MAIN'"AIN SILT FENCING UNTIL ALL DISTURBED AREA ARE PROD. NO. 19-1380.3 SODDED. DATE 5.10.19 5. CONTRACTOR SHALL FULLY SOD RETENTION AREA IMMEDIATELY AFTER SHEET NO. CONSTRUCTING. 6. ALL DISTURBED AREA SHALL BE SODDED PRIOR TO PROJECT COMPLETION. d/ /� _ I 1 1 SHEET OF Gy cal � Gfi4y GRP2 ELEV'A'- SHEET LIST Sheet Number Sheet Name GRP2 0.1 SLAB PENETRATIONS ELEV'A' GRP2 0.3 PLUMBING & ISOMETRICS'A' GRP2 1.1 FLOOR PLANS 'A' GRP2 2.1 ELEVATIONS 'A' GRP2 3.1 ROOF PLAN'A' GRP2 4.1 SECTIONS ELEV'A' GRP2 5.1 INTERIOR ELEVATIONS S1MVa 1 ALZUMMIPA(ffLGQ%IN EV'A' COVER SHEET GRP2 - ELEV'A'- AREA Name Area HEATED 1ST FLOOR 1200 SF UNHEATED 1200 SF GARAGE 395 SF PORCHI 15 SF UNDER ROOF 410 SF 1609 SF GRP2 - ELEV'A'- (STUD) AREA Name Area ISTFLOORI 1146 SF 1146 SF 0 Mv CD N n T-2" T-O" 23-10" J�;o r I — — — I I- --1 II II ------------� I I I II tl II L I I II co I II -51/2"r 14'-4 3/4" i i WATER HEATER 1 DRAIN 1 1 1 1 L.....-.- -..- fWATE I I HEAT II i I _J 2'-T 2'-61/2" 2'-714" 11'-71/4" T-1 1/2" II - I I AIR HANDLER DRAIN I WWW I f I _ .-.- ......J I j �g fir' =;� 1. N Jj I T B i DW II !FRIG. OOKUPS[ I I HVAC I f — -1 I - - - -- - -- - - - - - a S'JI — - JJ L.......... . _ "' I I U 111-41/411 rr- I IL I IILIJ I( v eI INLiECTRO GE21 !I I I I I I `4' 2-8 3/4" j 1-��--I I TUBI I I I � II v II----------- II I I w o_ I 1 n ' II i CUT CONTROL JOINTS AT INTERVALS 10'z10' III L IN BOTH DIRECTIONS q 19'-8" T-8" 10'-8" 34'-0" _ _ 74 SLAB PENETRATIONS ELEV'A' 1/4" = V-0" AT 22" X 34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT N d7782 �'. TA E OF '�/� Y.�o�ONA,L��,��. '1111111111 i1��` MAR 07 2019 7 •1'-81/4" I 1-81/4" .L�4`. REVIEW D FO(/7JI 'ODE COMPLIANCE S . LUCIE COU TY BOCC cN W z J IL _ U Ln r� w O O r� w a J w rY z O a O U- z cr- w H O LU Uj w H cr- Ln a Q z _J O W tY H Ln 0 U- J a cn I-- LU W w w w a CL J Y co z w J t More Home r Guamintud, 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 L�J V7 � > mU-) T o J Y ch a U- a vL G a� o p zUj Z W &i < n- Y LU co cm O U J © Q o0p PLAN # / ORIENTATION 1202 3 BEDROOM/ LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # i GRP2 0.1 ? WALL LEGEND FULL HEIGHT 2X4 WOOD STUD PARTITION STONE VENEER \ \ BRICKVENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED 1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS 2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.4.2. 3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER PER FLORIDA BUILDING CODE R 308.4.5. 4) NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED WI WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY) 5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE 6) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES @ 24" O.C. USE 5/8" DRYWALL OR 112" SAG RESISTANT PER SEC. 702.3.5 7) INSTALL 13/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.1.5, FULL HEIGHT 2X6 WOOD STUD PARTITION DRYWALL OPENING WIDTH AS NOTED ON PLAN, 6'-8" HDR HT, 1 ROD & SHELF NOTE: EXTERIOR WALLS FRAMED AT 16" O.C, INTERIOR NON - BEARING WALLS FRAMED AT 24" O.C. REF TO STRUCTURAL SHEETS FORBEARING WALL SPECIFICATIONS AND PLATE INFORMATION PLAN NOTES 8) THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THEN 112" GYPSI�11 BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATIION IS A FLOOR - CEILING ASSEMBLY, THE STRUCTURE I\ SUPPORTING THE SEPARTION SHALL ALSO BE PROTECTED BY NOT LESS THAN 112" GYPSOM BOARI OR EQUIVALENT 9) ALL WINDOWS INSTALLED 72" ABOVE GRADE COMPLY WITH R612.2 MIN 24" SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PRVENTION DEVICE 10) PROVIDE FIRE BLOCKING PER SECTION R-302.11 12) PLANS TO BE DESIGN ACCORDING TO TABLE R301.2(1) OF 2017 FLORIDA BUILDING CODE 2668 DOOR W/ TOP & BOTTOM LOUVERED DOOR SQUARE FOOTAGE DOOR STYLES & RAILS LOUVERS 1/8"X11-9756" 12 16.67 SQ. FT. -7.05 SQ. FT. -1.02 SQ. FT. VOLUME OF AIR CONDITIONED SPACE 9600 CUBIC FEET TABLE R302.6 Dwelling/Garage Separation Separation Material From the residence and attics Not less than''% -inch gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than H -inch Type X gypsum board or equivalent Structure(s) supporting Ooor-ceiling assemblies used for separation required bythis section Not less than''/2-inch gypsum board F or equivalent 13) R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES. FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4, R302.9.1FLAME SPREAD INDEX. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200. EXCEPTION: FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS, CHAIR RAILS, BASEBOARK AND HANDRAILS; TO DOORS AND WINDOWS OR THEIR FRAMES; OR TO MATERIA THAT ARE LESS THAN 1/28 INCH (0,91 MM) IN THICKNESS CEMENTED TO THE SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS EMENTED TO A NONCOMBUSTIBLE BACKING. A T� 0 N 0 N IFAM 17'-0" 2-5 1/2" 14-61/2" 3-9" 4'-11" 4'-11" 3'-5" 51/2" 12' 1" 3.0 5-0 SH TEMP F2186/�6PNL 3-0 5.0 SH TEMP 3-0 5.0 SH TEMP 6'-8"H.H• 6'-8"H.H, 6'-8"H.H. I EGRESS I a LIVING ROOM I OWNER'S BEDROOM 16'•8" X 134" _N 12'-0" X 13'•0" CD I 0 r 3'-71/2" ATE AT 8 6/8 218 618 DINING BA GRP2 5.10, N r 11'-51/2" 3-1 1/2" o �S o c, �� °h"m 11 W KITCHEN OOKUPS MECH �_ c� U W 2 P2 5.1 N o RYE EN I BEDROOM 2 1 o a g q !U-4 1/2" 1/2' N'-3 MANGE) [ `�' M „ „ 26 30'1 =2/81.FIRE DR „ 8' 8"CD 381/2 1 111/2 N ° N Of 4 X = ti a GRP2 5.1 BA 2 GARAGE 19'•0" X 20'-0" 2/6 618 \ a 8'-8" zo 1'-111/2" ESCAPE BEDROOM 3 10'-0" X 10'•0" 0 EGRESS 16070 SECTIONAL 3-0 5-0 SH 6' - 8" H.H, 1'-10" 16'-0" 1'-10" 1'-101, 1'-1oil 5'-4" 5'4" 14 19'-8" 31-8" 10'-8" 34'-0" FIRST FLOOR PLAN ELEV'A' U 1/4" = V-0" AT 22" X 34" LAYOUT 1/8" =1'-0" AT 11" X 17" LAYOUT N V) w z J Ci U v� CC w O O H w H Q J w Of O a CC O LL w O Q 0 LU LU H z cn 2 z J z O Uj CC U Z) N 0 U_ LU J a H f� w w CC W Q 2 a .J Z) X z W J Roue Los Monel. 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 W1H, LLC @ 2017 JUL 0 9 2019 G. N np 4 k _-1 �' ST �: Q � 1 Ccc oc o xk J o CO j J Y M Q J J LL a c� uP o Q0 Z o L: p LL z Q W a ';; w V) U) CO N ac -I*o CO 04 11= o J00O PLAN # / ORIENTATION: 1202 3 BEDROOM/ LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 IN SHAKE SIDING SHINGLES AS SPECIFIED 1ST FLOOR PL. HT. \� LAP SIDING — : E WINIMILmlimi I SHINGLES AS SPE( 1 ST FLOOR I LAP 1STFLOORf 1 FRONT ELE:�'ATION'A' 1/8 -1-0 Af 22 X 34 LAYOUT 1/8" =1'-0" AT 11" X 17" LAYOUT REAR ELEVATION'A' 1/8" = V-0" AT 22" X 34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT 1ST FLOOR 1ST FLOOR SHINGLE 1ST FLO( L 1ST FLOC URIGHT ELEVATION 'A'�� 1 /8 1-0 AT 22 X 34 LAYOUT 1/8" =1'-0" AT 11" X 17" LAYOUT LEFT ELEVATION'A' 1/8 -1-0 AT 22 X 34 LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT e-. ., ZN' 782 •� .-5)°• ATE OF � 1'i. I2`1 V1 MAR 0.7 2019 fti G go REVIEWED , CODE ST. LUCIE COUP°,> BOCC Ln W J CL U Ln 0 w 2 f- O O F- 0 w H Q J W z _O f— cQ G 0: O LL z CL' W 2 O a 0 w z cn Q 2 a J z O W Z) H— V Z) cN O LL T, z w 2 J Homm Lm Moneg, 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 a z - O N Q J W xt � J J m Lo � M Y J u- a cJ� ui c p 0 Q z U Lu Ln N F- co N O Y ¢ or N o � � O C U J N000LL PLAN # / ORIENTATION; 1202 3 BEDROOM/ LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 21 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 W1H,LLC © 2017 N � d V- GC 0 O DC � o H m O J � M � Q J J ILL a c� � Q LLi U d z O Z w W w�F- Yof p N O Q N0 0 C;l u J CV Q 00 LL PLAN # / ORIENTATION: 1202 3 BEDROOM/ LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 31 DRAFTSTOPPING R302.12 DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR /CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9m2). DRAFTSTOPPING SHALL DIVIDE THE COCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN WEB OR PERFORATED MEMBERS. R302.12.1 MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" (12.7mm) GYPSUM BOARD, 3/8" (9.5mm) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED, I �I I I LINE OF SOFFIT ABOVE 04 POST AS SPECIFIED I / r-- COLUMN SIZE PER STRUCTURAL DRAWINGS LINE OF PORCH SLAB W W 12 PER ELEVATION SEE STRUCTURAL SHEETS FOR ANCHORAGE BEAM PER STRUCTURAL - DRAWINGS P.T.1X FINISH MATERIAL COLUMN SIZE PER — STRUCTURAL DRAWINGS 4X4 POST AS SPECIFIED COLUMN ANCHOR PER - STRUCTRUALDRAWINGS (::) _CQLLUUMN DETAIL 3/8" = V-0" AT 11" X 17" LAYOUT TABLE R302.6 Dwelling/Garage Separation Separation Material From the residence and attics Not less than Y2-inch gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than H -inch Type X gypsum board or equivalent Structure(s) supporting floor -ceiling assemblies used for separation required by this section Not less than %-inch gypsum board or equivalent ROOF SHEATHING, ROOFING MATERIAL PER ELEVATION — WOOD TRUSSES, REFER TO STRUCTURAL DRAWINGS — VINYL SOFFIT SHALL MEET R703.13 (+27.7/-37.0 P.S.F.) — 2X4 FRAMING AT 16" O.C. FASCIA, FINISH PER BUILDER P.T. 2X NAILER,1 6" WIDTH W W co WHEN TRUSSES ARE SPACED 24" o.c.. THE CEILING STRUCTURE DRYWAI RESIST 1ST FLOOR PL. HT. 1 ST FLOOR FIN, FLR. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion - resistant (lashings shall be installed at all of the following locations: 1, Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMAIAAMA 100, FMAIAAMA 200, or FMAIWDMA 250. 1.4 In accordance with the Bashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings, 3. Under and at the ends of masonry, wood or metal copings and sills, 4. Continuously above all projecting wood trim. 5, Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. REFER TO STRUCTURAL PAGES FOR FOUNDATION SIZE BUILDING SECTION 1 U 1/8" = V-0" AT 11" X 17" LAYOUT ,J,"1 FATE%F �'• SAC' (01 BF II - REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ROCC O LL LU O z 0 LU UJ w H O z N Q 2 0 a J z O w F— U N O LL a J a Ln UJ UJI w a J Y o� z LU J Z) 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, INC 27410 PHONE: 336-282-3606 WJH, LLC © 2017 z 0 =) p > o m r J `1 M Q J J LL a 0 u.i o ¢ Z V IX w a.p Z w Ln N co N Yorc) ¢ W o w i- — O O U J N N < 00 U_ PLAN # / ORIENTATION: 1202 3 BEDROOM/ LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 41 M mu 50 'h.. �XHt�'ti%E�{iVKj�1�Na q{ t imh `ry'�j��$�p s�4 r(;,Nd2�E`atR K 1p Et {k�'135 t BAYS "k �j'iu'!t Xlii�iE S4ni;°T lNN`,i �i4t48}(RkF���3 n6E�4Xlri'=,i°�optt�it�???kfC.��iiH�Ei�i9Gl9; i Mm Home. Less Umql, cuumamm 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 L� a � N d J W 0 W I--- Z J L j ~ m m O � � M Y � J Q J LL a c� LL a Z O Z LJu V;Qa g W w�F— Y o N o aC.,or0 - O u J N¢OOLL PLAN # / ORIENTATION: 1202 3 BEDROOM/ LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 5A 1 1/2" VTR )It,' PLUMBING ISOMETRIC 114 -1-0 AT 22 X 34 LAYOUT 118" = V-0" AT 11" X 17" LAYOUT Charles 1% Spel Digitally signed by Charles P Spelman DIN: cn=Charles P Spelman, o=Printed copies of this document are not considered signed and sealed and all SHA-1 authentication codes must be erified on any electronic copies., ou-This item has been and sealed by lino a SHA-1 authentication code4 email=cspelman@spelmanengine ering.com, c=US Date: 2019.03.05 11:29:05-05'00' E FO 4" SEPTIC LINE SP 40 i • aft :' No 34925 • STATE OF •: 44/44/ N A 11111 r` v I N 1 0 N qa,-O" T-2" 3'-0" 23-10" 0 M - F._ I I -- -- --I I-- — ---I F II II II II ------- -- - ----- - I I I I II II M I I I II 14'-4 3/4" WATER HEATER DRAIN I WATER)l I NEATER I I 2' 6"7114" 1 V-71/4" 3-1 1/2" I I I I I AIR HANDLER DRAIN T B 11 DW ! FRIG d ;' F— _ �I _eLA r 111 OOKUPS' I I HVAC KS'_.___i I I � .J - 4... :.r.._ i) -© =- LI- - iii CiI I I I I I � t I 2'-8" 2'-8 3/4" ' I �A! I TUB; ' I u 4�I p— —-------- I L—A I� I cc) Liz I j I I II I I CUT CONTROL JOINTS AT INTERVALS 10'z10' I IN BOTH DIRECTIONS o 19'-8" 3'-8" 10'-8" 34'-O" 1 PLUMBING PLAN 1/411-1-0 AT 22 X 34 LAYOUT 118"=V-0"ATIVX17"LAYOUT ALL PLUMBING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 RESIDENTIAL. -81/4" 0 -i'-8 1/4" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ROCC Spelman Engineering, Inc, 1923 SE 10TH PLACE CAPE CORAL, FLORIDA33990 PHONE (23VM2930) FAX j2390.9854) FLORIDACA#26955 wwwspe1ma*#nee6ng,pam P19VICgilOw0A lk95�1NEPE PIA�ANOSPEOIFIOA1B11�16. M%SSLYUIGIUIOTHISPnKTWYREUSE REPRWIGTM ORPUBLIOATIOf✓14WHOLE ORPART 2 PROHIBITEDtwiHDi7WRMN earaEeroE!re�om�EAnneror�oESlaNsn�N�Bv+�N mB EwwPEA CRARLESP.SPELMAN;PE F40RIDALIOENSE64945 , �q t� x6�36L'N""O�O%i&f SWEw3 y Ri 3 Pi5%!} IS in6`�6`mm v iv � II i{i t "u,»..�iit.,i��¶l tis PE id. rs'�t"{IP,at�i tF! �il�i Afid�"Fi3 ��.�E�k��"{{tlfi#i�lf�Pob P More Home. Lm Money. Guawnteed. 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, INC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 Q Vf V W N V'f C z c� G J LO � m LO O J Qa v L G c.� a ? NZW a Y LU w�� co N O Q N ocl� O - O U J N000U- PLAN # / ORIENTATION: 1202 3 BEDROOM/ LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 0.3 TO POWER CO. TRANSFORMER BY UTILITY COMPANY I METER MAIN COMBO 150 AMP NEMA3R OR 200 AMP NEMA 3R 200 AMP INSIDE PANEL 3 INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 GRADE BOND TO FOUNDATION STEEL AS PER NEC 250.52(3) 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 ELECTRICAL RISER DIAGRAM NOT TO SCALE 1202 HOUSE LOAD CALCULATIONS 2 SMALL APPLIANCE 1500VA EACH 3000 1 LAUNDRY 1500VA EACH 1500 1200 SF GENERAL LIGHTING @ 3W I SQ. FT. 3600 1 WATER HEATER 4500 1 REFRIGERATOR 1440 0 FREEZER 0 1 DISHWASHER 1030 1 DISPOSAL 690 0 TRASH COMPACTOR 0 1 MICROWAVES 1630 0 CENTRALVACUUM 0 0 MINI FRIG AND ICE MAKER 0 0 JENN AIRE 0 1 CLOTHES DRYER ELECTRIC 5000 1 RANGE 11600 0 COOKTOP 0 0 WALL MOUNTED OVEN 0 1 GARAGE DOOR 1127 0 LANDSCAPE 0 0 POOL PANEL 0 35,117 FIRST 10,000 @ 100 % 10000 REMAINDER @ 40 % (25,117) 10047 20047 HEAT LOAD 8750 W 5688 65% A/C LOAD 2.0 tons 3750 VA 0 100% (HEATPUMP HEATING WITH ADDNL ELECT HEAT ADDED FOR MAXIMUM HEAT LOAD VA) VOLT-AMPERES 25,735 VA DEMAND LOAD AMPERES 107 @ 240V NEUTRAL DEMAND AMPERES 74 PANEL SCHEDULE # # # DESCRIPTION RANGE 40AMP #8 ACU 30AMP #10 # 1 AHU WITH HEATER 50 AMP #6 1 2 2 3 3 4 4 5 DRYER 30AIl4P #10 5 6 6 7 7 8 8 9 WATER HEATER 30 AMP #10 9 10 WASHER 20AMP #12 10 11 11 12 DISHWASHER 20AMP #12 12 14 13 BATH GFCI 20AMP #12 13 14 SM APP #1 20AMP #12 SM APP #2 20AMP #12 HOOD/ MICRO 20AMP #12 15 GAR GFCI 15AMP #14 15 16 16 17 EXT GFCI 15AMP #14 17 18 18 19 LTG-GAR-KIT-BATH-FOY 15AMP #14 19 20 REF 20AMP #12 20 21 FAMILY 15AMP #14 21 22 NOOK/ DR 20AMP #12 22 23 MAST BED/ BATH 15AMP #14 23 24 SPACE 24 26 25 BED 2/ LOFT 15AMP #14 25 26 SPACE 27 BED 3/ BATH 15AMP #14 27 28 SPACE 28 29 SPACE 29 30 SPACE SPACE 30 31 SPACE 31 32 32 GENERAL NOTES: 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 ANY RESIDENCE HAVING A FOSSIL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10' OF EACH ROOM USED FOR SLEEPING PURPOSES PER RULE 9B-3.04.72 INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 GFI (WP) ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES 1p OUTLET -110V TV OUTLET - TV � WALL LIGHTGARAGE DOOR OPENER PREWIRE O SMOKE DETECTOR 0 OUTLET-110V GROUND FAULT qp OUTLET- PHONE 18" LIGHT BAR OO FLUSH MOUNT SIC SMOKE DETECTORICO L_ _j INTERRUPTER O OUTLET -IIOV GROUND FAULT SWITCH - SINGLE POLE COACH LIGHT - p SURFACE CAN � BATHROOM INTERRUPTER FRONT DOOR LIGHT EXHAUST FAN L._j WATERPROOF Q OUTLET 220V � SWITCH 3 WAY ROAR DOOR T C OPTIONAL FLUORESCENT �4 SWITCH - 4 WAY � DISCONNECT 0 \\\C\ FAN PREWIRE ®1'X4' 2 LAMPS p SWITCH ELECTRICAL -1 ST FLOOR - ELEV'A' 1/4" = V-0" AT 22" X 34" LAYOUT 1/8" =1'-0" AT 11" X 17" LAYOUT Spelman Engineering, Inc, 19235E 14TH PLACE CAPE CORAL, FLORIDA33990 PHONE(23W770.2930) FAX(2391438.9854) FLORIDACA#26856 wnspelmanengineering,cam PURLOIN OR USE OF THESE RMS AND SpEGPpTIOMS I$ EPRESSLY LIMITED TOTHIS PRSJECTONLY. REUSE, REFROOUCTION, ORRMMAiNONIN 60E0 KSI7 IS PROHIBITED WITHOUT WIDEN CONSEN101"ME ENGINEER. PILE TO PE-0ESIONS REM UNS WITH THE ENGINEER CHARLES P. SREMAN, PE FLORIDA LICENSEk34@2 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC © 2017 m u Z a a 0 0 Lim W LLLLLLLIIIII� a V LLLLLI_ V W J W Yk O 0 Q ...� L 7 M Y � Q a J c� J LL Ld CD a. o p Z Q� Z Q LJJ a p N O w Y 00 Q U J Ljj Lu Cq 0 CV Q 00 I-- 0 1L CLAN # / ORIENTATION: 1202 3 BEDROOM/ LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 6.1 MEANS 4 METHOM NOTES THE 5TRUGTURE 15 DE516NED TO BE SELF 5UPPORTIN6 AND STABLE AFTER THE BUILDIN6 15 FINISHED AND ALL PLAN, DETAIL, AND NOTE 5PEGIFIGATION5 HAVE BEEN COMPLETED. IT 15 THE CONTRAGTOR'5 50LE RE5PON5113ILnY TO DETERMINE THE ERECTION PROGEDURE5 AND 5EQUENGE TO IN5URE THE 5AFETY OF THE BUILDING AND IT5 GOMPONENT5 DURING GONSTRUGTION. THI5 IN6LUDE5, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE55ARY 5HORIN6, 5HEETIN6, TEMPORARY BRAGIN6, 6UY5, AND TIE -DOWNS. CONTRACTOR SHALL BE RE5PON5113LE FOR ALL 51101 AND BRAGIN6 REQUIRED TO STABILIZE AND PROTECT EXI5TIN6 AND ADJACENT 5TRUGTURE5 AND 5Y5TEM5 DURING GOUR5E OF DEMOLITION AND GON51R1JGTION OF THE PROJECT. LATERAL BRACING METHOPOL06Y • THE WOOD FRAME 5TRUGTURE OF THI5 UNIT/MODEL 15 DE516NED TO RE515T LATERAL LOADIN65 A5 PERMITTED BY SECTION 4.35 OF THE 5PEGIAL M516N PROV151ON5 FOR WIND AND 5EI5MI6 (51DP1615). MULHERN+KULP HA5 UTILIZED THE FORGE TRAN5FER AROUND OPENING5 METHODOLOGY PER THE REQUIREMENT5 5ET FORTH IN 5EGTION 4.352. A5 5UGH, WALL5 WITH OPENIN65 ARE CON51DER4 0 A 51N&I F 5TRUGTURAL PANEL AND MAY NOT REQUIRE HOLDDONN5 ADJACENT TO EACH WINDON/DOOR OPENING. • 5HEARNALL5 U5ED IN THE DE51ON OF THE 5TPXTURE ARE DE516NIED TO RE515T BOTH SHEAR AND UPLIFT, A5 PERMITTED THROUGH SECTION 4.4 OF THE 50F'N5. A5 5UCH, 5TUD GLIP5 ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE515T EXGE55 UPLIFT LOAD THAT HA5 NOT BEEN RE501-VIED THROUGH THE EXTERIOR SHEATHING FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARNALL. TERMITE PROTECTION 5EGTION R318 - PROTECTION A6AIN5T TERMITE TERMITE PROTECTION SHALL BE PROVIDED BY RE615TERED TERMITIGIDE5, INGLUDIN6 501L APPLIED PE5TIGIDE5, BAITING 5Y5TEM5, AND PE5TIGIDE5 APPLIED 10 NOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A5 A PREVENTATIVE TREATMENT TO MEN GON5TRUGTION. 5EE 5EGTION 202, RE615TERED TERMITIGIDE." UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE 155UED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY ING THAT GONTAIN5 THE FOLLOWSTATEMENT: 'THE 131 HA5 RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITE5. TREATMENT 15 IN ACCORDANCE KITH RULES AND LAH5 E5TA5LI5HED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND GON5UMER 5ERVIGE5." 0 LATERAL BRAGINS 4 WALL SHEATHING SPECIFICATIONS TH15 MODEL HAS BEEN ENGINEERED TO RE515T LATERAL FORGES RESULTING FROM 160 MPH HIND SPEED, EXP. G RISK CATEGORY II 4 5E15MIG CATE60RIES A/B. ENGL05ED, 0.1b INTERNAL PRESSURE GOEFF. EN6INEERED DE51ON WAS GOMPLETED PER THE 6TH EDITION 2011 FLORIDA RE5IDENTIAL if BUILDING GODE5 (5EGTION5 R301.1.3 (RES) 4 I(90q (BUILDING)) 4 A5GE 1-10 STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: 0 5HEATH ALL EXTERIOR WOOD FRAMED NALL5 W 1/I6" PLYWOOD OR 0513 FASTENED N/ 2Y2"XO.1131" NAIL5 a b" O.G. ALON6 PANEL ED6E5 AND 12" O.G. IN THE PXREL_ FIELD. I. ALL 5HEATHIN6 PANEL5 SHALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO 5TUD5) AND IN5TALLED FULL HE16HT OF 5HEAR WALL - OR - 2X HORIZONTAL BLOGKIN6 SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL E06E5 4 E06E FA5TENIN6. 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING a I6"o.c. MAX. U.N.O. ON PLAN. 3. SHEATHING SHALL BE GONTINUOU5 FULL HE16HT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR W6LL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06D HER w/ �I'2"xO.131" NAIL5 a Ib"o.c. U5E (a) 5142"x0.131" NAILS a EA. LAP 5PLIGE. (TYP. U.N.0) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEAR WALL5 EXTERIOR WALL5 ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN&5. 6. 5EE ARGHITEGTU 'AL DRANIN65 FOR ADDL. WALL GONSTRUGTION REQUIREMENT5. 1. ALL EXTERIOR W4LL.5 GON5IDERED A5 5HEAR WALLS 8. WHERE PANELS i RE APPLIED TO BOTH FAGE5 OF WALL, PANELI JOINT5 SHALL EE OFF5ET TO FALL ON DIFFERENT FRAMING MEMBER5. INDIGATE5 LOCATION AND EXTENT OF 5HEARINALL NHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF STANDARD GONSTIRUGTI ON SYMBOL SHEAR PANEL 5PEG. O7/I6" PLYNOOD OR 056 FASTENED N/ 2Y2"x0.131" NAILS ® 3" o.c. ALONG PANEL EDGES AND 12" o.c. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 ASSEMBLY. HOLD-DOWN SCHEDULE 5YMB0L 5PEGIFIGATION ® HO-1 U5P HTT45 HOLDOWM* ® Ell Ui M5TG40 5TRAP TIE (12" END LENGTH) ® 110-3 U5P M5TG66 5TRAP TIE (12" END LENGTH) ® HO-4 Ui 5TAP14 HOLDOHN *ALTERNATIVE TO 5TBIb ANCHOR BOLT 5PEGIFIGATION: ANCHOR HOLDOWN UTILIZIN6 THREADED ROD (REFER TO U5P 5PEGIFIGATTON FOR ANCHOR DIAMETER). EPDXY -SET INTO CONCRETE FOUNDATION w/ U5P GIA-GEL 1000 EPDXY 5Y5TEM PER MANUF. REGOMMIENDATION5. PROVIDE g" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANGHOR5 WITHIN I %" OF FACE ON CONCRETE FOUNDATION WALL GENERAL STRUCTURAL NOTES FOUNDATION • FOOTIN6 DE51614 - 2,000 P5F ALLOWABLE 501L BEARIN6 PRE55URE 15 A55UMED. BUILDER/GONTRAGTOR MUST VERIFY. • FA5TEN 2x4/b 51LL PLATES TO FND WITH A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAX. FROM PLATE EN05 - UTILIZIN6: • 1/2" DIA. ANCHOR BOLTS 0 4'-0" o.c. WITH T' MIN. EMBEDMENT o GONG. • ALL ANCHOR BOLT5 SHALL HAVE 3"x3'x022q" STEEL PLATE NA5HER5 UNLE-55 NOTED OTHERN15E ON PLAN5. • ALTIERNATIVE5: • 1/2" DIA. X 6" LON6 POWERS NED6E-BOLT+ ANGHOR5 a 4'-0" O.G. • 1/2" DIA. THREADED ROD 0" MIN. EMBED) a 4'1 O.G. UTILIZING HILTI HIT-HY-200 EPDXY 5Y5TEM • Ui FA4 ANCHOR 5TRAP5 o 4'-0" O.G. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT N/ PERIMETER FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT W PRESERVATIVE -TREATED HOOD. CONTACT LUMBER 4 HARDWARE SUPPLIER5 TO COORD. • CONCRETE 0E516N BA51ED ON AGI 518 CHAPTER 14 FOR 5TRUGTURAL PLAIN GONGRETE. CONCRETE SHALL ATTAIN THE FOLLOWING MIN. GOMPRE551VE 5TRENl IN 28 DAY5, U.N.O.: • f'c = 2,500 P51: ....... FOOTIN65 4 INTERIOR 5LAB5 ON 6RADE 2,500 1251:.......6ARA&E 4 EXTERIOR 5LAB5 ON GRADE • fy = 60,000 p51 • • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAvY LE% THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTI1465 SHALL BEAR 13ELON FR05T LINE. GON5ULT 5011-5 REPORT OR BUILDING DEPT. FOR MINIMUM DEPTH BELOW GRADE. • FOOTINC75 AND 5LAE35 ON 6RADE SHALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • PROVIDE CONTROL JOINT5 AT ALL IN51DE GORNER5 OF 5L.'" , ED6E5, AND OTHER LOGATION5 WHERE 5LA13 GRAGK5 ARE LIKELY TO DEVELOP. • 5AW GUT OR TOOLED JOINT DEPTH SHALL BE A OF THE DEPTH OF THE 5LAB (I" FOR A 4" 5LAB) • JOINT5 SHALL BE LOCATED 0 10'-0" O.G. (REGOMMENDi OR 15-0" O.G. (MAXIMUM) • JOINT &RID PATTERN SHALL BE A5 CL05E TO 5QUARE5 A5 P0551BLE (Id RATIO), WITH A MAXIMUM OF 1:1.5 RATIO • A RE615TERED HOOD TREATMENT TERMITIGIDE SHALL BE USED FC SUBTERRANEAN TERMITE PREVENTION, IN ACCORDANCE KITH THE LABEL DIREGTION5 FOR U5E AND THE FBG. • DIMEN5101,15 BY OTHER5, BUILDER TO VERIFY. 6ARA6E SLAB 4" GONG. SLAB ON 4" MIN. 6RANULAR FILL ON q5% GOMPLGTED FILLNIR&IN 501L PORCH SLAB 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON q5% COMPACTED FILLNIR6IN SOIL SLAB ON GRADE 3 1/2" GONG. SLAB Nl bxb NI.4xl.4 NNF (OR FIBER MESH ILO NNF) ON 6 MII VAPOR BARRIER ON 4" MIN. 6RANULAR FILL ON q5% GOMPAGTED FILLNIR6I1N 501L FLOOR FRAMIN6 • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANI TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION GRITERIA. • ALL METAL HAN&ER5 SHALL BE 5PEGIFIED BY I-JO15T /TRL155 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JO15T/TRU55 SHOP D16165. SHALL BE SUBMITTED TO ARCH. 4 EN(5. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/52" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, fON6UE AND 6ROOVE EI)i FA5TEN SNEATHIN6 TO FRAMING MEMBERS W/ 6LUE AND 3"xO.131" NAILS o 6" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORT5. ROOF FRAMING • ERECT AND IN5TALL ROOF TRUSSES PER NTGA 4 TPIS BG51 1-14 GUIDE TO 600D PRAGTIGE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • FASTEN EACH ROOF TRV% TO TOP PLATE NU U5P RT16A HURRIGANE CLIP (OR APPROVED EQUAL) a ALL BEARIN6 POINTS. GLIP5 MAST BE IN5TALLED ON EXTERIOR PAGE OF EXTERIOR W4\LL5 OR THE SAME 510E A5 THE SHEAR WALL 5LEATHIN6. • ALL ROOF GIRDER TRI1l E5 AND FLU5H BEAMS WITHIN THE ROOF 5Y5TEM SHALL BE FA5TENED TO I HE DOUBLE TOP PLATE5 AND P05T SUPPORT w/ U5P MTWIb 61RDER TIE -VOW) OR APPR. EQUAL (TYP. U.N.O.ON PLAN5) • ROOF %EATHIN6 5HALL 13E 1/Ib' MIN. 0513A'I_YHOOD 5HEATHIN6 2%, EXPOSURE I. FASTEN 911 ATHIW TO ROOF MEMBER5 w/ R5R5-OI (2 %'xO.113" RIN6 SHANK) NAIL5 a b" O.G. a PANEL EDC-Fi 4 0 b" O.G. IN FIELD. PROVIDE 'H" 5TYLE GLIP5 ALONG UNSUPPORTED ED6E5. FASTEN SHEATHING TO GABLE END 4 DRAG TRIF-6 5 w/ R5R5-01 NAIL5 a 3' O.G. • ROOF 5HEATHIN5 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRL65 ALL LAR6E VALLEY 5ET5. FASTEN EACH END TO TRU65 BELON w/ U5P MTHI2 AND (2) YxO.131" 10ENAIL5 TO EACH TRL65 BETWEEN. FOR SMALL OR IRRE6ULAR AREAS OF OVERFRAMIN6, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN6 0 24' O.G. FA5TENED TO TRU% BELOW w/ U5P MTY412 4 (2) 3"1 TOENAILS EA. END (MAX. 4' LEN6TH BETWEN SUPPORT POINTS) • ALL METAL HAWER5 SI ALL BE 5PE61FIEP BY THE TR155 MANUFACTURER, UNLE55 OTFERN15E NOTI 0. • ROOF TRUSS 5HOP DWU_;. 5HALL BE 5UBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR 1-0 FA13RIGATION OR DELIVERY. • 5UPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDOEER FA5TEPED TO FRAMING K/(2) 3"x0.131' NAILS 0 I6' O.G. • THE EXTERIOR GEILIN65 FOR THE ENTRIES AND PORGHE5 SHALL HAVEY2" EXTERIOR GYPSUM BOARD. THE GYPSUM BOARD SHALL BE ATTACHED TO ALL FRAMING MEMBERS KITH BLOGKING PROVIDED AT PERIMETER. THE 6YP5)M BOARD 514ALL 13E ATTACHED WITH TYPE "W" la" DRYWALL 5GREW5 0 8" O.G. IN FIELD AND EDOE5. Windov,i 4 Door Allowable Wind Pre55urc5 Ib0 MPH Wind Zone Exp G, Ri5k Gat II, Enclosed 0.1b Internal Pre55ure Goeff. OPENING SIZE INTERIOR ZQNE5 END ZONE5 3'1 X 61 DOOR AI +35.6 P51F/-38.8 P5F ®+35.6 P5F/-46.5 P5F 2-0" X 3'1 YWVq BI +31.3 P5F/-40.5 P5F B2 +31.3 P5F/-4q.g8 P5F 3'-0" X 5'1 NNDH GI +365 P5F/-3q.b P5F G2 +3b5 P5F/-48.2 P5F Vi X Ti DOOR DI +332 P5F/-36.3 P5F D2 +33.2 P5F/-41.1 P5F I6'-0" X 1'-0" DOOR EI +31.1 F5F/-34.8 P5F E2 +31.1 P.�F/-Wa P5F m End Zone is defined a5 the Smaller of 10% of least hoi dim. ea' 40% of mean roof height, but not 1e55 than 4% of least horiz. dim. or 3 ft. NOTE: Pre,55ure5 charted here are allowable pressures v1/ a m: x mean roof height of 25ft. Values are permitted to be converted prr A5GE 1-10 Section 2.4.1 to get an equivalent ultimate load pressure Divide allowable prete%ssures by a factor of 0.6 to obtain ultimapressures. GENERAL STRUCTURAL NOTES • DE516N 15 BA5ED ON: bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BA51ED ON 105, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATE5T EDITION. • DE516N LOAD5: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (30 P5F a 5LEEPIN6 AREAS) DEAD = 10 P5F (I-JO15T5 4 SOLID SAWN) (20 P5F ® TILE) LATERAL (5EE NOTE-5) 5EI5MIG (SEE NOTE-5) 501L 5EE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMING • ALL TYP. NAIL FA5TENER REQUIREMENT5 ARE NOTED IN STANDARD 0ONNEGTION5 TABLE (IRG TABLE Rb02.300) OR ON PLAN5. ALL NAILS 5PEGIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR CONNECTION. ALL HAN6ER NAIL5 SHALL BE INSTALLED PER MANUFACTURERS REQUIREMENT5 FOR MAX CHARTED CAPACITY. NOTE: HAN&ER5 U5E COMMON NAIL DIAMETER* NOT TYPIGAL FRAMING 6UN NAILS. • EXT. 4 INT. BR6 WALL5 SHALL BE 2x4 OCE55 NOTED OTHEPH15E ON PLAN) o 16" O.G. 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. • NALL5 OVER q' TALL 5HALL BE PER PLAN • ALL HEADERS, BEAM5 4 OTHER 5TRUGTURAL MEMBER5 SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR 50UTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). ALL HEADER5 HAVE BEEN DE516NED BA5ED ON GALGULATED LOAD5 4 51ZED AGGORDIN61-Y. CODE TABLE5 HAVE NOT BEEN 1.15ED. • ALL NON-BEARIN6 INTERIOR 5TI1D hALL5 SHALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMEbt 5 5PA6ED 0 2q" O.G. (MAX., U.N.0) . HEADER5 IN NON -WAD 3EARIN6 NALL5 5HALL FE: (1)2x4/b FLAT o G'ENIL ,55 UP TO 4', (2)2x4/6 FLAT UP TO 8'. • ALL FRAMIN6 LUMBER SHALL BE DRIED TO 15% MG (KO-15). • EN61NEERED LUMBER TCAEET OR EXCEED THE FOLLOWIN(5: • 'L5L' - Fb=2325 psi; Fv=3k) psi; E=1.55x10"6 PSI • 'LVL' - Fb=2600 ,.!i Fv=28j psi; E=2.Ox10"b psi • FOR 2 4 3 PLY BEAMS OF E&t �u- WIDTH, FA5TEN PLIES T06ETHEP WITH 3 RONLS OF 3"xO.120" NAIL5 o 8" O/C OR 2 R01615Y4"i U5P WOOD 5GREN5 (OR:12 TRI15'_;LOK SGREWS) a lb" OIG. U5E A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT i1oTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREN5 2" FROM EDGE. 5OLIT7 02. OR 5Y4" BEAM5 ARE AGCEPTABLE. USE 2 ROHS OF NAIL5 FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAM5 OF EQUAL NIDTH, FA5TEN PLIES TOGETHER WITH 3 ROWS OFY4"xb" USP HOOD 5GREW5 (OR 6 9/4" TRU65LOK 5GREN5) a lb" O/G. USE A MINIMUM OF 4 RONS FOR BEAM DEPTHS OF 14" OR 61REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TR 65LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREH5 2' FROM ED6E. A 50LID T" BEAM 15 ACCEPTABLE. • ALL HEADERS 5HALL 13E 5UPPORTED BY (1)2x JACK STUD 4 (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TU05 5PEGIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK 5TU05 REQUIRED, U.N.O.. • FOR STUD P05T 6ROUP5 SPECIFIED ON PLAN5 A5 (4),(5) OR (6), FASTEN PLY5 W(2)5"x0.131" NAIL5 o b" U.G. OR (2}3"x0.120" NAILS 0 4" O.G. (ALL PLY5, FULL HT. OF P05T) • PROVIDE 50LID BLOCKING IN FLOOR SY5TEM UNDER ALL PO5T5 6ONTINUOU5 TO FNDA3EARIN6. BLOCKING TO MATCH P05T ABOVE. • FASTEN 2x WOOD PLATES TO TOP FLAN&E OF 5TEEL BEAM5 HITH P.A.F.'s ('HILTI' X-GF PINS OR EQUAL) o 16" O.G. 5TA66ERED, OR 1/2" DIA. BOLTS a 45" O.G. 5TA66ERED. • ALL EXTERIOR 4x4 HOOD PO5T5 SHALL HAVE Ui G44 GAP 4 PA44E BASE, U.N.O. CONNECTION SPECIFICATIONS (Ti U.N.O.) DE5GRIPTION OF 61-05. ELEMENT 3"1 NAILS 3"0.120" NAIL5 J015T TO 50LE PLATE (3) TOENAIL5 (3) TOENAIL5* 50LE PLATE TO J015T/BLK'6. NAIL5 o 4" o.c. NAIL5 0 4" o.c. 5TUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO 5TUD 2 NAILS 3 NAIL5 RIM TO TOP PLATE TOENAIL5 A 8" o.c. TOENAIL5 o b" o.0 BLK'6. BTHN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAILS• DOUBLE STUD NAILS o 24" o.c. NAIL5 a 16" o.c. DOUBLE TOP PLATE 775 0 24" o.c. NAIL5 a 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE g NAIL5 IN LAPPED AREA (112 NAILS IN LAPPED AREA TOP PLATE LAP o GORNER5 4 INTER5EGTIN6 WALL5 (2) NAILS (2) NAIL5 * 2Y2"x0.113 15 AN AGGEPTA13LE ALTERNATIVE TO A 3"x0.120", 5AME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOW Ili ST• LUGIIE C;I U, Bli tWN0 824 TIEIF2019 copyright : MULHERN & KULP P Structural Engineering, Inc. M&K project number: 1 95-1 9004 projectrl ,JSB drawn by: WC issue date: 03-07-1 9 REVISIONS: date: initial: 03/OIA61 PAT Lii D W 0 *y 5 0 U iJ�� W O t9 Q LC0 G C" 00 a J m r- F N �rn O d d () w a r )� O 0 0 Ld sheet: seal: JUL 0 0 2019 ,,tq u n 4yae Wade Jurney Homes Product Approval/ NOA Index Sheet �% g G. G�E F, o� �� 824 Updated:07-03-2019 Product Approval Design Component Model/Series Impact i Approval # Date Pressures Resist. Attachment method off. r of RIOP, .G k b 1 i t f ) O per f Standard Fastening Pattern. (For use on decks with slopes 2 in, per foot to 21 in. poot.ne fastener n. back from each end and Roof TAMKO Bldg. Products, Inc. Asphalt Shingles Roofing 3-Tab Glass Seal Elite FL18355.1 12/l2/2017 N/A © Nn one 12 in. back from each end of the shingle for a total of 4 fasteners. KULP so-uctural copyright: MULHEPHERN &KULPrmg, Inc. 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) a CD Z Covering Interwrap Underlayment's Roofing RhinoroofU20 FL15216 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 J , acceptable. The use of straight edge cutting knives is recommended. For same day coverage with primary roofing RhinoRoof U20 can = z be anchored with corrosive resistant 3/8" head x 1" leg roofing nails (ring shank preferred, smooth leg acceptable). z J Therma-Tru Fiberglass Swing door Fiberglass 6-Panel FL15225 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 Z e 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. Cr.Doors Ca Attach door bracket to jamb w/ 5/16" x 15/8" lag screws not to exceed 24" O.C.. Door lamb to be minimum 2x6 structural grade W rn m 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 = _� a A pressures. J I-' LU Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest hole e 9 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. a 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 1500 FL16103.1 12/27/2017 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 FL16100.2 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. M&K projectnumber; Mastic Eclipse 4.5" Allow a min. of 1/32" between the back of the nail head, screw or staple crown and the nailing strip. Nails or staples should be placed 195-19004 Ply Gem Siding Mastic Vinyl Siding Dutch Lap 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. projectmgr: JSB Panels should be overla pper=d approx. 1". Fasten panels approx. 8" or more from the overlap seam. drawn by: WC Siding Ply Gem Siding Mastic Vinyl Siding Board and Batten FL23885.1 12/12/2017 96Nails are galvanized steel roofing nails, 1-1J2" long, with 1J8" diameter shanks, and 3/8" dia. Heads. ifi" vertical nail spacing. 7" issue date: 03-07.1 9 Vertical Vinyl Siding Yes -96.6 Yes horizontal nail spacing. REVISIONS: Ply Gem Siding Mastic Vinyl Siding Cedar Discovery Shake FL23885.1 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 spacingdate: initial: 8" horizontal nail spacing. 03/0"1/14 PAT Shutter Hurricane Storm Panel MFG INC. Storm Panel FL16293-R2 11/2/2017 20 20 Yes 24 Gauge Galvanized 1/4" diameter screw shall have a minimum embedment depth of 1 1/2" and have a spacing of 12" o.c. Steel Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads - Or - Staples with 1" long legs X Ply Gem Siding Mastic Vinyl Soffit Universal (Vinyl) FL23352.1 12/12/2017 132.8 -38.7 N/A Soffit 1 16" 16 GA Dia, in each nail hem. Aluminum Coils, Inc. Aluminum Soffit FL 12194.1 12/15/2017 80 -90 No 12" T-4 / W' Q-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 3J4" x 1/4" crown staple at 8" O.C. Facia cap 13 4" x 072 1 4" head trim nail at 48" O.C. United Steel Production Co Wood Connectors HD28-21F FL17232-R3 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-R3 8/14/2018 (14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10d) Flails into Joist w Simpson Strong Tie Co Wood Connectors MSTA49 FL10852-R4 12/13/2017 (26) 0.148" x 2-1/2" Long Nails v I United Steel Production Co Wood Connectors RT16A FL17236-R3 2/13/2018 w (9) 0.148" x 1-112" Long (10d) Nails into truss/rafter; (8) 0.148" x 3" Long (lOd) Nails into Plate Simpson Strong Tie Co Wood Connectors MTS16 FL10456-R4 12/19/2017 (14) 0.148" x 3" Long Nails or (14) 0.148" x 1-1/2" Long Nails wO Simpson Strong Tie Co Wood Connectors MTS12 FL10456-R4 12/19/2017 (14) 0.148" x 3" Long Nails or (14) 0.148" x 1-112" Long Nails n United Steel Production Co Wood Connectors HTT45 FL17324-R4 8/13/2017 Install Directly to Framing with lOd Common or 16d x 2-1/2" Pnuematic Simpson Strong Tie Co Wood Connectors MSTC40 FL10852-R4 12/13/2017 (20) 0.148" x 3-1/4" Long Nails Minimum Simpson Strong Tie Co Wood Connectors MSTC66 FL10852-R4 12/13/2017 (54) 0.148" x 3-1/4" Long Nails Minimum United Steel Production Co Wood Connectors STA014 FL17249-R4 12/21/2017 (38) 0.148" x 3-1/4" Long Nails p- Structural Components i United Steel Production Co Wood Connectors ADTT-TZ FL17249-R4 12/21/2017 W58-EXT wood screw or 3/8" HDG lag screw �-.I U w Simpson Strong Tie Co Wood Connectors A35 FL10446-R5 12/13/2017 (12) 0.131" x 1-1/2" Long Nails Minimum i Q United Steel Production Co Wood Connectors RT15 FL17236-R3 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 O United Steel Production Co Wood Connectors RT7AT FL20872-R2 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 0 United Steel Production Co Wood Connectors RT7A FL17236-R3 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 n O O Simpson Strong Tie Co Wood Connectors LCE4 FL10446-R5 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 w N a United Steel Production Co Wood Connectors CBE44 FL22052-Rl 8/13/2018 (12) 0.162" x 3-1/2" Long Nails into post } �, W .- United Steel Production Co Wood Connectors FA4 FL17249 R4 12/21/2017 (3) 0.148" x 1-1/2" Lang Nails into side of sill plate; (3) 0.148" x 1-1/2" Long Nails into top of sill plate r a (v ' United Steel Production Co Wood Connectors �, RS14-100 FL10852-R4 12/13/2017 Installed directly to Framing, (36) Min. 10d x 1-1/2" with 10d Common or 16d Sinker. � j � 0 U � Q V I- , United Steel Production CO Wood Connectors KST272 FL10852-R4 12/13/2017 (64) Min. 0.162" x 3-1/2" long Nails I O F \lIi!>� \,a`:; a ,w 9l^,�INNi II, O W LL sheet: SO. I mF seal: S c7.Pilll I I.0 r- I I I ------------------------ --- -1 I I I I I DI.O I I I I I I I I I I ry DI.O I I I I I I I I I I I I � I I I I r I 4 I DI.O r r I iq'-3 1/2" L 14'-6 1/2" STEP I SLAB ON GRADE22 I - - - - - - 6"xl2" PLAIN - - - - � I GONG. 4 I Dl.o I SLAB I I GARAGE SLAB I I VARIES I I I I I I I I I I I I I I I I I I 3 I ry�A DID L I I _ I I � I I HD PER I FS H I I HD PER DTL 5D2.DTL i DI.O - - - - - - - - - - - - - - IFL-- ----J 1'-10" I6'-0" I'-10" 3'-8" 6 Iq'-8" I.0 141-411 DISC 5LAB FOUNDATION PLAN ALE: I/5"=1'-0" (IINIT SHEET SIZE) ELEVATION A SCALE: I/4"=1'-O" (22"x54" SHEET SIZE) 21 SEE DTL I G2 AI GI 86/501.0 GI (2)2x4 OR (2)2x4 OR (2)2x4 OR (2)2x4 OR DI.O 12" 055 HDR. 12" 055 HDR. 21055 HDR. 12" 05D HDR. S5 F/LDIS _ USDI�_ F15J. F5D1. i- HIP GIRDER TRU55 0 N I iD1.0 BI I DLi GI I V (2)2x4 OR 12" 056 HDR. (SEE F/501.0) GABLE END GIRDER TRU55 +� E2 F +F (2)2x12 HDR GONT. FULL (2)2x4 OR WIDTH OF PORTAL FRAME �'b' HIP) 12" 05B HDR. HD BELOWBELOW (SEE F/5D1.0) BELOW (2)2x10 DROPPED FASTENED DI.O 05B PORTAL FRAME TO POSTS o EA. END w/ U5P DI. (SEE DETAIL 1/5D2.0) HD28-21F HANGER MONO TRU55E5 0 24" O.G. ROOF FRAMING PLAN 2 SCALE: I/8"=1'-0" (II"xll" SHEET SIZE) SCALE: I/4"=1'-0" (22N34" SHEET SIZE) ELEVATION A ME Window $ Door Allowable Wind Pre55ure5 160 MPH Wind Zone Exp G, R15k Gat 11, Endo5ed 0.18 Internal Pre%ure Goeff. OPENING 51ZE INTERIOR ZONE5 END ZONE5 31-0" X 6'-8" DOOR AI +35.6 P5F/-38.8 P5F ®+35.6 P5F/-46.5 P5F 2-0" X 3'-0" WNDW BI +31.3 P5F/-40.5 P5F 82 +31.3 P5F/-4q.g8 P51F 31-0" X 5'-0" WNDW GI +3b5 P5F/-3q.6 P5F G2 +365 P5F/-48.2 P5F DI D2 8'-0' X 1'-0" DOOR +332 P5F/-3b.3 P5F +332 P5F/-41.1 P5F EI I 0+31.1 16'-0" X 1'-0" DOOR +31.1 P5F/--34.8 PCF P5F/-38.b P5F End Zone Is defined as the smaller of 10% of least horiz. dim. or 40% of mean rool' height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here we alloin ble pressures w/ a max. mean roof height of 25ft. Values are permitted to be converted per A56E 1-10 section 2Al to get on equivalent ultimate load pressure. Divide allowable pressures N a factor of 0.6 to obtain ultimate pressures. REVIEWED FOR BODE COMPLIANCE ST. LUCIE COUNTY BOCC CONNECTION SPECIFICATIONS (TYP. U.N.0) CONNECTION TYPE CONNECTOR UPLIFT GAP. FASTENING TRUSS TO DEL TOP PLATE OR BM. U5P RTIbA 1160# (q) 2"X0.148' TO TRU55, (6) 117O PLATE GIRDER TRUSS TO P05T U5P MTW16 1005# (14) 'X0.148' FLUSH BM. TO P05T U51P MTWIb 10 14 'X0.148" VALLEY TF455 TO BASE TRU55 LISP MTWI2 I (14) 'X0.148" 5TIGK-BUILT OVERFRAMING U5P RM= 1005# 04) 2*X0.148" PORCHTOPOST- 1000# b) / X0.162' STUD TO 50LE PLATE U5P RT1 4q5# ) 2"X0.131' TOP OR 5OLE PLATE TO STUD U5P RTl 4q5# (5) 2"X0.131' LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • -..- BEAM / HEADER • �T:TT:'i EXTENT OF OVERFRAMING • JL METAL HANGER • o INDICATES 5HEARWALL • INDICATES HOLDOWN REFER TO 5-0.0 FOR TYPICAL. STRUCTURAL NOTES # SCHEDULES GARAGE 5LAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON 015% GOMPAGTED FILL/VIRGIN 501L PORCH 5LAB 4" GONG. 5LA13 ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIRGIN 501L 5LAB ON GRADE 5 1/2" GONG. 5LAB wl bxb NI.4xl.4 MF (OR FIBER ME51-1 ILO NNF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILL/VIRGIN 501L HOLD-DOWN SCHEDULE 5YMB0L SPECIFICATION HO-1 U5P HTT45 HOLDOWN"' HD-2 U5P M5TG40 STRAP TIE (12" END LENGTH) HD-3 U5P M5TC66 STRAP TIE (12" END LENGTH) HD-4 U5P 5TA014 HOLDOWN *ALTERNATIVE TO 5TEI6 ANCHOR BOLT SPECIFICATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P CIA -GEL 1000 EPDXY SYSTEM PER MANUR RECOMMENDATIONS. PROVIDE Cl" MIN. EMBEDMENT INTO CONCRETE. Do NOT LOCATE EPDXY-5ET ANCHORS WITHIN 1 %' OF FACE ON CONCRETE FOUNDATION WALL _y JATE F=A N F 'r!v! 1u 1 Y:." MAR 0 7 2019 © copyright: MULHERN & KULP Structural Engineering, Inc. lel M&K project number. 1 95-1 9004 project mgr: JSB drawn by: WC issue date; 03-07-1 9 REVISIONS: date: initial: LLJ z )2 w0 01 I 0- U W LJJ O z (9 0 ,3 O 0-4 2 In N O i0 �.I-. r- J J 00 �- Z < N t100 �N0aw z U) E O co o ti OLL OD Lei, sheet: LEFT HAND S I s OAF FASTEN ROOF TRUS` TO TOP PLATE OF WALL w/ V5P' RTIbA CLIP 0151 BE IN5TALLED ON EXTERIOR FACE OF EXTERIOR WALLS) d (3) 3"XO.120' (MIN) TOENAILS 4�1 MAX. HEEL HT. 2x4 o 16' O.G. EXT. WALL 5PF OR 5YP #2 6RADE LUMBER, OR BETTER, UND. ON PLAN FASTEN EVERY OTHER 51W TO DBL. TOP PLATE WITH U5P RTT (ONLY REQ'D IN 150 MPH WIND `SPEED OR 6REA fER) TYPICAL SHEAR 1 � TRANSFER DETAIL ® ROOF aµhr-o° &ABLE END TRU% — SHEATHED WITH 0513. FASTEN BOTTOM CHORD OF GABLE END TFU55 TO DBL. TOP PLATE K/ LISP MPAI CLIP5 0 36"o.c. 2x4 0 16" O.G. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN PROVIDE 2x4 BLOGKIN6 0 48' O.G. IN FIRST (3) BAY5 OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRIES BOTTOM GHORD5 FASTEN DRYWALL TO BLOGKIN6 w/9GREW5 /NAIL5 0 6' O.G. TYPICAL 6ABLE END BRACING DETAIL SCdLG S/4°■I'-0' rAR4U L rRAA11f:6 ------ -------- 5FEAR K41 NITH E06E -- ---- T1 NAILING i BLOCKING PER PLAN. U5P R514-100 STRAP CENTERED AT CORNER OF OPENING rtl (56) 2N2'x 0.131' — NAILS (38' MIN LENS% FASTEN EVERY OTHER WIN)oWE OPENING 2x4 HORIZONTAL FLAT STUD TO SILL PLATE BLOCKING. WITH LISP Ri 1 (ONLY 19' (MIN) 19` (MIN) - INSTALL 2 BAYS IF FIRST 2x4 o 160 O.G. EXT. WALL REOV IN 150 MPH WIND STUD 15 LESS THAN 160 FROM SPF OR 5YP #2 6RADE SPEED OR GREATER) EPSE OF WINDOW OPENING. LUMBER, OR BETTER, U.NA. 2x P.T. 51H PLATE U5P R514-100 STRAP ON PLAN (5EE PLAN) • CENTERED AT GORNER OF OPENING w/ %) 2Y2 x 0.131' _ NAILS (38' MIN LENGIH) FASTEN WALL 5HEATHIN5 TO 6ARA6E SLAB 5ILL PLATE W/ ( I 2x4 HORIZONTAL FLAT 2 3/8" X 0.113' NAILS o 3' O.G., U.N.O. II'--------JJ— I I INSTALL 2 BAYS IF FIRST • " • • • • • • • • a STUD ISLE55THAN16'FROM GRADE II a . EDGE OF W NDOW OPENING. STEEL PLATE 3'WASFER 0 2qa 4'-0" O G. MAX., U.N.O. REINFORCEMENT -5EE DTL I/FDI.O TYPICAL SHEAR TRANSFER DETAIL e EXTERIOR 6ARA6E WALL DOUBLE TOP PLATE W81'•0° GONTINUO15 058 RIP — OVER FULL LENGTH OF HEADER FASTENED TO DBL. TOP PLATE, TRIMMER E STUDS w/ 2 Na x0.113' NAILS o 3" O.G. CRIPPLE 5TU05 LOP✓ER TRIMMER JACK t KIN6 51M BEYOND SECTION vIEW • REQUIRED ONLY 0 OPENINGS A5 SPECIFIED ON PLAN. • STRAPS TO BE INSTALLED ON EXTERIOR FADE O= SHTG. t MAY BE MOVED IVY FROM EDGE TO ALLOW. FOR WINDOW NAILING TYPICAL EXT. WALL 4 INT. SHEARWALL OPENING ELEVATION IIII MIS v: up FIN i r• r • I JACK 5TUD AX15 ELEVATION VIEW BATT OR BLOWN INSULATION PER ARCH FIBER6LA55 5HIN6LE5 OR TILE ROOF PER ARCH APA RATED STRUCTURAL 5HEATHIN6 -SEE NOTES WALL 5HEATHIN6 (NOMINIA012" THICK 05B OR EQUAL), HOUSE WRAP, VAPOR BARRIER, VINYL 511?IN6 (PER ELEV. DRAWIN65 8 PRODUCT APPROVAL SHEET) -5EE ARCH PLANS FOR COMPLETE INFO. - SEE ENERGY GALG5 FOR INSULATION REQUIREMENTS PER ARCH FLASHING d 51LL 5EALER_", PER ARCH � PER 2011 FBG. &TH ED. R103.1.2.1: SOFFITS AND THEIR ATTAGHMENTS SHALL BE CAPABLE OF RE515TIN6 WIND LOADS SPECIFIED IN TABLES R301.2(2) AND R301.2(3) FOR WALLS U51N6 AN EFFECTIVE WIND AREA OF 10 SQUARE FEET. NOTE: COORDINATE SOFFIT OVERHAN65 WITH ARCH AND TPU55 MANUR DRAWIN65 REFER TO 51?1.0 FOR ADD'L 5TRUGT. INFORMATION GEILIN6 BOARD -SEE ARCH DRYWALL -SEE ARCH 2x4 0 16" O.G. EXT. WAIL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN TYP. SILL PLATE: REFER TO FOUNDATION DETAILS FTYP. GONG. SLAB: REFER TO FOUNDATION DETAILS ,01.0) d PLAN ■Y m 12" WIDE GONG. TRENCH FOOTIN5 (2) #5 BAR GONT. I -O LON61TUDINAL REINF. w/ 3" MIN. GOVER & MIN. 38" LAP SPLIGE (TYP.) TYPICAL 1-5TORY WALI. SECTION SCALE: N.T.S. STUDS FASTENED TO E TOP PLATE AND ,ILL PLATE WITH (2) X4.13 END NAILS OR T(d=NAll CLIPS ONLY REO)IRED WHERE 5PECIFICALLY NOTED (5EE PLAN 5F5 ALL EXTERIOR WALL5 SHALL BE %EAT)ED P FULL PANELS IN VERT. OR HORIZ. ORIENTATIC AS INDICATED Ni I NAILING A5 5PEOFIED TYPICAL NOTES AND PLANS (SEE PLAN 5P5 \/FVnr.A1 C;J ATIAIAIr VPVTIr.AI CllF An Iw MIN. (2)2X4 JACKS (5EE PLANS) -REFER TO`>O.0 FOR TYP. FAC,TFNIMr, r.nMM 2x& `#.�. `PF' W-D171WTL) y:FAniUl Y2° PIA. x 5" LA6 FC-A5 W/ 2" 6HER5. EQUALLY 'AGED OVER FULL 16HT OF DOOR BUCK. SECTION VIEW TYPICAL 6ARA6E DOOR C\ BUCK CONNECTION DTL VA 514•■I'•0° r:• r• r r-• r• •q r: •• I�IIIi 1 I Oil I INWISM I � I l r I I :' I�___—._II_. WINDOW CORNERS (PER DETAIL CONTINUOUSLY SHEATHED PANEL VIA FORGE 06) ONLY REQUIRED HERE TRANSFER AROUND OPENIN65 (FTAO) SPECIFICALLY GALLED OUT ON METHODOL06Y - HOLD DOWNS ARE ONLY PLAN (5EE PLAN SPECS) REQUIRED WHERE SPECIFICALLY NOTED ON PLAN (5EE PLAN 5PEG5) TYPICAL EXTERIOR WALL SHEATHIN6 DOUBLE TOP PLATE (SEE PLAN SFEGS) /SFNEATHING EDGE NAILING (5EE PLAN 5PEC5) 1-5HEATHIFJG FIELD NAILING (5EE PLAN 5PEG5) AT HORIZONTA — L 5HEATHIN6,PROVIDE 2x FLAT BLOGKING AT ALL UNSUPPORTED PANEL IDGE5 (SEE PLAN 5PEG5) —AT STANDARD WALL OPENIN6, PROVIDE 0) KING STUD + (1) JACK STUD EACH SIDE AND, ON PLANS) �511]1 PLATE (5EE PLAN5, NOTES E DETAILS FOR TYPICAL WALL ANGHORAGE4 GOPNEGTIONS) Ir T E F <u - �0 7s2019 © copyright: MULHERN & KULP Strudural Engineenng, Inc. M&K project number: 1 95-1 9004 project mgr: J S B drawn by: `Vl� jc issue date: 03-07� 1 9 REVISIONS: [375101/Cf ate: initial: PAT w U) r^ Ld r� 0 .} .> r 0, U O U? Q 0 0 Z O 0 N0_ �00_J ( J N O z F_ LL Q w r-+- r� O O U) O 0- v ! `-i CW LL sheet: SDI.OMF PONY WAIL MAX. HT.r - =I'-7)y W/ LISP M5TG66 =2'-11' W LISP K5rn2 PONY WALL MAX. HT., - =1'-7Ya' W L15P M5TC66 =2'-II' W/ ZIP K5T272 R O �v :I E� (3) KING 5TUD5 — -51146LE KIN6 STUD ONLY IF 4 FT (MIN) SOLID REIU;N WALL PROVIDED IN PLAN In 1 \-3'x1 V♦' MIN. HEADER. SEE PLAN. (2) 2x4 - HEADER TO BE LOCATED AT TOP OF OPE`IIN6 FASTEN %' MIN. THICKNESS WOOD STRUCTURAL PANEL %EATHNN6 TO NEARER WITH NN0.131' NAILS IN 3' 6RD PATTERN A5 5HOHVfN AND 3' OL. IN ALL FRAMING (STUD5 t SILLS) TYP. IF PANEL SPLICE 15 NEEDED IT SHALL OCCUR WITHIN 24' OF MID -+♦EIGHT. 13LOGKIN6 15 REQUIRE). IF 2x BLOCKING 15 USED IT MUST BE STITCH NAILED WITH ONE ROW OF 3V4NO.148" AT 3' O.C. t MINIMUM t MIN. (2) 2x4 U5P 5TADI4 HOLD" STRAP (043EDRD INTO CONCRETE AND NAILED INTO FRAMING) OR U5P M 745 HUD". INSTALLED PER MANUFACTURER SPECIFICATIONS. MIN. 30X3'Xy4" PLATE WA5HER % VIA. ANCHOR BOLT WITH 7 EMBEDMENT INTO GONG. A ONE #4 BAR TOP AND BOTTOM OF FOOTIN6. LAP BARS 15' MIN. 3NIIV4 MIN. HEADER. SEE PLAN. - HEADER TO BE LOCATED AT TOP OF OPENING FASTEN TOP PLATE TO HEADER WITH TWO ROh5 OF 3I'♦'x0.148' NAILS o 3' OL. �— U5P STRAP SPEC, BASED ON PONE WALL JACK-M5TC66 STRAP W/ 33' END LENGTH FOR V-7)4' 5TUD MAX HT. or KSn2 STRAP W! WEND L E N5TH FOR 2'-11' MAX HT. -5TRAP CENTERED o BOTTOM OF HEADER LOCATE ON INSIDE FACE OF WALL DBL JACK 57W (ANJ 50ALE: N.7.5. % DIA. ANCHOR BOLT WITH 7 MIN EMBEDMENT INTO GONG. AND 3')(3'XY40 PLATE WAS, TYP. SFEATHIN6 AS REQV 3 414.148' NAILS IN (2) ROVE o 300L. LISP STRAP SPEC BASED ON PONY WALL HE16HT -M5TC.66 STRAP W/ 33' END LENGTH FOR 1'-IV MAX HT. or K5T72 STRAP W/ 36' END LENGTH FOR 2-11' MAX HT. -STRAP CENTERED o BOTTOM OF HEADER - LOCATE ON IN51DE FACE OF WALL. %- 05B ORV PLYWOOD 51EATMINS, GONTINUOU5 FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED 5PLICE AREA. WALL FRAMING 5PE0IFICATION. 02x4 WAIL: USE HF #2 6RADE STUDS (OR BETTER) o2x6 WALL, L5E SPF STUD' 6RADE STUDS (OR BETTER) A'XO.131' NAIL o fir' O.G. IN ALL PANEL EDGES NOT PART OF PORTAL FRAME 0.1480 5 AT )L. PORTAL WALL X-&4 T g aw 507H S DE5 OF 6ARAGE r=R LETTERED DETAILS ARE TYPIGAL FOR THIS HOME $ SHALL BE IMPLEMENTED IN ALL APPLIGABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. NUMBERED DETAILS ARE PLAN 5PEGIFIG AND ARE ONLY REQUIRED WHERE 5PEGIFIGALLY INDIGATED ("GUT") ON THE PLANS. I f�N pOO����Nir rr,. 0 824 .*d * :r TE ,Q� F„RK ' ��Nnrr MAR 0 7 2019 © copyright : MULHERN & KULP Structural Engineering, Inc. M&K project number: 1 95-1 9004 projectmgr: ,JSB drawn by: WC issue date: 03-07-1 9 REVISIONS: date: initial: 03/0'UI9 PAT i Md 0.. J U UJ o 0 T 0 � J 00 0 UJ � > J V N LO Z voU N N J -J <W Zo �� rx 0 m .1 17 a sheet: S®2.OmC:F Q O 11 2x P.T. PLATE w/,V2" VIA. x T LONG A.B. ®4'-0" O.G. (U.N.0) W 3'X3'X022q" STEEL PLATE WA5HER5. TYP SHT'6 TO SILL PROVIDE MIN. (2) PER PLATE SEGMENT, PLATE GONN.: MIN. 12' FROM SEGMENT ENDS FASTEN WALL 5HEATHIN6 TO SILL PLATE N/ TYP. 5LAB ON GRADE: 2 5/8" X 0.11311 NAILS ® 3 I/2' GONG. 51LAB W bxb 3" O.G., U.N.O. 5 HI.4xl.4 WWF (OR FIBER MESH ILO HVIF) ON b MIL VAPOR dA ARRIER ON 4" MIN. GRADE GRANULAR FILL ON 415% =1 GOMPAGTED FILL/VIR61N 501L I —I I I2" WIDE GONG. iv 3 S I I— I I TRENCH FOOTING (2) #5 BAR GONT. 1'-0" LONGITUDINAL REINF. W 3" MIN. GOVER $ MIN. 38" LAP 5PLIGE TYPICAL SLAB ON 6RADE (TYP.) PERIMETER F OTIN6 I SCALE: 3/8"=1'-0" GARAGE INTERIOR GARAGE 5LA5 -5EE DTL I/FDI 4 d _,d.aa4 I111111 da i F a . iiiiii • �-. ,- M FIN , • TYPICAL THICKENED SLAB ® INTERIOR 6ARASE WALL SCALE: 3/5"=11 O" TYP. 51LL PLATE -5EE DTL I/FDI.O TYP GARAGE SLAB: TYP. PORCH SLAB: 4" GONG. 5LA13 ON 4" 4" GONG. 5LAB ON 4" MIN. MIN. GRANULAR FILL GRANULAR FILL ON 15% ON q5% COMPACTED COMPACTED FILL/VIR6IN SOIL — II, FILUVIR5114 501L 6RADE III=III=1 —_ — I I_ III„III—I' N s1 I I III —I 12" WIDE GONG. s IEEE I ; TRENCH FOOTING BUILDER TO PROVIDE MENT 150LATION JOINT REINFORCE -SEE DTL I/FDI.O MENT FLOATING PORCH 5LAB TYPICAL SLAB ON GRADE PERIMETER FOOTIN6 ® 6A 2 SCALE: 3/8"=1'-0" TYP. 51LL PLATE -5EE DTL I/FDI.O INTERIOR BEARING WALL/SHEAR WALL SLAB ON GRADE -5EE DTL I/FDI.O 2x P.T. BOTTOM PLATE SLAB ON GRADE w/ HILTI X-GF 12 P8 -5EE FIND. PLAN PINS OR EQUAL o 36" o.c. A. e e d —III— j4 d. —III 11 1 • d I I \—PLAIN GONG. THICKENED SLAB REINFORCEMENT PLAIN GONG. (5EE PLAN FOR 51ZE) -SEE DTL I/FDI.O 12 H THICKENED SLAB �--GENTER FT6. ON (5EE PLAN FOR 51ZE) WALL ABOVE TYPICAL THICKENED SLAB ® INTERIOR BEARING WALL 5 SCALE: N.T.S. LETTERED DETAILS ARE TYPICAL FOR TH15 HOME 4 SHALL BE IMPLEMENTED IN ALL APPL I GABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. NUMBERED DETAILS ARE PLAN 5PEGIFIG AND ARE ONLY REQUIRED WHERE 5PEGIFIGALLY INDIGATED ("GUT") ON THE PLANS. i TYPICAL SLAB ON GRADE PERIMETER FOOTING @ 6A SCALE: 577r-0" TYP. SILL PLATE -5EE DTL I/FDI.O 5LAB ON GRADE -5EE DTL I/FDI.O 12" WIDE GONG. TRENCH FOOTING ` +^ REINFORCEMENT -SEE DTL I/FDI.O H/P AOP TYP. SILL PLATE BEYOND -5EE DTL I/FDI.O GARAGE SLAB -5EE DTL I/FDI.O 12' WIDE GONG. TRENCH FOOTING I 1 -SEE DTL I/FDI.O GUT EVERY OTHER I" DEEP 5AN GUT CONTROL JOINT HIRE OF W.W.F. ® WITHIN 24 HOUR5 OF POUR CONTROL JOINT MID -HAY INTO SLAB -LOCATE JOINT5 ® 5LAB GORNER5 4 OTHER AREA5 HHERE 15' MAX CRACKS ARE LIKELY TO OGGUR 13ETHEEN SAWGUTS 5LAB ON GRADE F -5EE FIND. PLAN 11 d 4 SCALE: 3/5"=P-0" LOCATE ® 10' TO 15' o.e. OR CORNERS WHERE CRACKS LIKELY TO DEVELOP REVIEWED FOB CODE COMPLIAO' ST. LUCIE COUI''` BOCC ROOF TRU55E5 -SEE 1/501.0 VINYL SOFFIT (AS, CHOSEN BY BUILDER) SHALL MEET R103.1.1 LISP C44 GAP (INSTALLED PER MANJFAGTURER REQUIREMENTS) 4x4 PRESSURE TREATED WOOD POST w/FINI5HE5 PER ARGH/BUILDER U5P PA44E BA5E (INSTALLED PER MANUFACTURER REQUIREMENT5) SLOPE TYP. PORCH SLAB PER PLAN -SEE 3/FDID GRADE L Ad —III— ' I1=11I 11I .I` d 1111111; 1 1 11— COMPACTED -111„ 12"A2" 150LATED GONG. �- PIER FOOTING UNDER P05T -PER PLAN TYPICAL PORCH COLUMN CONNECTION DETAIL SCALE: NONE SLAB ON 6RADE �'•, / )1, ATE F •!Q (OR OpC\N rs/ON ���o,,`� MAR 0 7 2019 © copyright : MULHERN & KULP Structural Engineering, Inc. aCD z J� W W z co z W 1 J � s �E H v m 00 e .J m z W � e � cc M&K project number: 1 95-1 9004 projectmgr: JSB drawn by: WC issue date: 03-07-1 9 REVISIONS: date: initial: 03/0-1,1q PAT W z LZ j� V! W W 0 01 1 I a J U W W 0 � r- di 0 O 0 N � 0 �I ° J J N m — xrn Q vo0-1 �r a� 0 17-Nz QW 0 00 o a LL Cl" sheet: 1.OD*