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a O L0 4 ('M W H W 3 c a rn c� I Cu O 00 M M O 0 a N N O It 0 0 M 0 (0 0_ 0 0 3 N J 0 E N 'D 0 0 co O) T W ILL N SCALE: 1" = 10' 0 5' 10, ...� NO WELLS 4 t FIR 1/2" 20' J FIR 1/2" 1.60'S., 2.00'E. i FF EL.=22.20 SEPTIC OUT OF RANGE WELL e-° Q v, W 0� i S 89'49'33" E 80.00' iFIP3/4" - . x 19.24 10' PUBLIC UTILITY &DRAINAGE EASEMENT 19)0' i 0 L6 11 \-x ?.CLS:i- X 213v%d \ 2. 05 I\ 20.5 \ PROPOSED WELL 11.00 'j WELL 15' B.S.L. \ \ \ Y \ OAS Q� Q 41; d" 4 0 I�2062 \ V X 20. 6:) �� 0 21.5 21.5 I 9 O 20'92 O PROPOSED 3'X3' ( I CONC. PAD O t �` •. EL. 22.16' 'A I 21.1 ( _j 21.5 Ln m co W �^ N X 0.23 O O z - FIR 1/2" 166't I PROPOSED . -.. - PLASTIC TUBING INDUSTRYSYSTEM 21 (17.5 BCD) - 9 87 _� N 89'49'3311 W 80.00 PROPOSED 12"x24" CMP W. INV. = 18.7 E. I,NV. .6 = 18V. 6 SWALi�- SWAI:E---- SWAY-_--- SWALE-- SWAIE-.. -: *AL{..._.- PROPOSED TXT I O N A/C CONC. PAD EL. =22.5' O O J N U) Co 21.1 ( 22.0' - I � I 21_50 SWALE*- SWALE LOT 12 BLOCK 72 RESIDENCE FF = 22.21 20,88 FIR 1/2" / L(jjjIr 7 SET PK NAIL 9.80 19.80 777��� ® ® SITE BENCHMARK SANT � CL ® JL 1 1 O UL V1 ® � EL.=19.68 (70 PUBLIC R/W) 20 ± ASPHALT ROAD WELLS ACROSS STREET OUT OF RANGE 54.84. PROJECT DATA: SITE ADDRESS: Lot 11, Block 72, SANTA CLARA BLVD FT, PIERCE, FLORIDA 34951 FLOOD ZONE: THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP 120111C0070J, DATED FEBRUARY 16TH, 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 ST. LUCIE COUNTY BENCHMARK GIN, ELEVATION = 21.33' NAVD88. SITE BENCHMARK IS AS SHOWN. SITE DATA wJHI-L, LLC. REQ'D PROPOSED 3300 BATTLEGROUND AVENUE #230 LOT SIZE: 5,000 S.F. 10,500 S.F. GREENSBORO, NC 27410 LOT WIDTH: 60' 75 F.T. MAX. BUILDING COVERAGE: 30% 1,607 S.F. (15.3%) ENGINEER: MIN. OPEN SPACE: 40% 8,350 S.F. (79.5%) MILLS, SHORT & ASSOCIATES, LLC. 700 22ND PLACE, SUITE 2C SETBACKS: REQ'D PROPOSED VERO BEACH, FLORIDA 32960 FRONT YARD (S) 25' 38.25' (772) 226-7282 SIDE YARD (W) 7.5' 25,97' SIDE YARD (E) 7.5' 20.00' REAR YARD (N) 15' 51.16' SURVEYOR: GSS SURVEYING & MAPPING, LLC. 4690 LIPSCOMB STREET NE, SUITE 6A PALM BAY, FLORIDA 32905 (321)914-3978 PARCEL I.D.: 1301-607-0065-000-3 ZONING: SINGLE FAMILY (RS-4) LAND USE: SINGLE FAMILY RESIDENCE LEGAL DESCRIPTION: LOT 11, BLOCK 72, LAKEWOOD PARK, UNIT NO. 7, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 13, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. (CONTAINS 0.24 ACRES) PROJECT LEGEND: PROPOSED FINISHED GRADES �(,X = PROPOSED DRAINAGE PATTERN HP = HIGH POINT M.E. = MATCH EXISTING O = DRAINAGE STRUCTURE i1E d 6 9-9:3RII REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC NOTES: 1. SILT FENCE SHALL BE PLACED ON SLOPE 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 SECURELY TO UPSTREAM REMOVE SEDIMENT WHEN SIDE OF POST NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE HEIGHT. 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO \ \ AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT _ OFF -SITE AND CAN BE PERMANENTLY STABILIZED. EL OR WOOD T- 36" HIGH MAX. HEIGHT rPONDIING OW z X6" TRENCH WITH COMPACTED BACKFILL TRENCH DETAIL SURVEYORS NOTES: 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOWERS 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 BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT Vs LID FOR ANY OTHER PURRiSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. 10. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). FLOG i' j�10' MAXIMUM SPACING WITH WIRE SUPPORT FENCE, 6' / MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE w PONDING HEIGHT �o= _!- FLOW I `- 'J" MIN. DRAIN ROCK INSTALLATION WITHOUT TRENCHING m m W N Z m N N M N I (n ° E w p U V LL � am f°i"C J ► �/ ,t...,ry p p E m uN ((D va (/ j '4,� 0 L (� ui ( a-i m m w WV) o v TO M L �p 01 2 LL � Y 0 d 00 N O0 J N N N m CD P p ❑ V) M z ,®.� Xk U cc 0 Q N CD N s ael d U .tp. CO E ° u ° 0LL aL U m N o2 o> I �- SEA11t11�I'.�; w 1 rCO3 G P F 0 0 w w Z) U) U) SILT FENCE INSTALLATION DETAIL - TYPE IV. N W W �cFr�F SCALE: N.T.S. A ✓G2 J W e 2 _0y a W DRAINAGE AND GRADING NOTES: m i. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88. - °w o � 2. ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE a BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING. 0) 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) g 5. CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY N �'<' JAN , � I 0- w m WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN. 0B < ° Y S. THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITES3 I_1uda C,' 'pi z = STORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATER ° SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER, SHOULD THE ADJACENT LL 0 LL PROPERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHANGE _ ❑ THE INTENT OF STORM WATER DESIGN. O STORMWATER POLLUTION AND EROSION CONTROL Na Q NOTES: i LL z N ❑ 1. ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST. O LUCIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE ---) Y EROSION AND SEDIMENT CONTROL. a) 0 00 w m 2. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED AREAS. @ �_ 3 O N 3. ALL AREAS OUTSIDE OF SILT FENCING SHALL REMAIN UNDISTURBED. 4. CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE SODDED. 5. CON T RAC`.0 SHALL FULLY SOD RETENTION AREA IMMEDIATELY AFTER CONSTRUCTING. 6. ALL DISTURBED AREA SHALL BE SODDED PRIOR TO PROJECT COMPLETION PROJ.NO. 19-1380.4 DATE 5. C. 19 SHEET NO. C-1 SHEET 1 OF 1 GRP2 ELEV'A' - SHEET LIST Sheet Number Sheet Name GRP2 0.1 SLAB PENETRATIONS ELEV'A' PLUMBING & ISOMETRICS'A' FLOOR PLANS 'A' ELEVATIONS 'A' ROOF PLAN 'A' GRP2 0.3 GRP2 1.1 GRP2 2.1 GRP2 3.1 GRP24.1 SECTIONS ELEV GRP2 5.1 INTERIOR ELEVATIONS S1 J AL G*IpA(9LG4%lN9,-ftEV 'A' Y COVER SHEET GRP2 - ELEV 'A' - AREA Name Area HEATED 1ST FLOORI 1200 SF UNHEATED 1200 SF GARAGE 395 SF PORCHI 15 SF UNDER ROOF 410 SF 1609 SF GRP2 - ELEV 'A' (STUD) - AREA Name Area 1ST FLOOR 1146 SF 1146 SF V W V-81/4 V-81/4"- 34'-0" 23'-10" T-O" 7'-2" 0 M r-------------- I -- ,F- II II - - - I I II II II I I CD I II I 14'-4 3/4" '-51/21 WATER HEATER I L � DRAIN I IIWATER, ; I I HEATER ........ ....... .... _ _ 1/4" 2' 6112" 2' 6" II I I 3' 1 1/2" 11'-714' Il I (( I I AIR HANDLER DRAIN I I I L L to -n fir- -n I - I - - - _ i - - - - - - - - - I I -- ----t 1 `= I ' FRIG. i DW HOOKUP u �HVAC co 1141/4, n II I IL_J v®JII I� II i II) 1 'FLECTRIC ,.-... 2'-8 3/4" 2'-8" I I� II -^-`F 1- ) I I I u I L` - - -----n N I -- -� i---J L—_� III lJJ LL CDII I �I� I II I I II I CUT CONTROL KIN I S AT INTERVALS I0'0' NS IN BOTH DIRECTIONS _ o, --J I I � I FI L 10'-8" 3'-8" 19'-8" 34'-01I _ ---- — SLAB PENETRATIONS ELEV W 1/4" = V-0" AT 22" X 34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT _1 �) No 77624 ,% ir • STATE PF •� 1t! MAR 1 9 2019 cn w rz w 0 0 F- 0 w Q J w 0 a 2 w 0 LL Z w H 0 Q \/0LU w 0 2 0 Z Q J 0 w cr- U Z) V) 0 LL J a N 0 W w w w Q rl' J pew ✓p4,a � � ... /''� sr <i�9 jlp�p Z d�� ov9����� w REVIEWED FOR CODE COMPLIANCE ST" LUCIE COUNTY BOCC k 1 I CN N y v 0 N COPY . Gumdeed 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 Z 0 Q C*4 W � W xt 0 _ Y j M a J a U- ch Co5. o 0 O O 4 J V ui V M W m N Z N g Y o Z 0- JY p N — CDU O Q N O J NQcnU— Q O PLAN # / ORIENTATION: 1202 3 BEDROOM/ RH SERIFS NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 0.1 WALL LEGEND FULL HEIGHT 2X4 WOOD STUD PARTITION STONE VENEER \ BRICK VENEER 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. 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 FOR BEARING WALL SPECIFICATIONS AND PLATE INFORMATION 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, PLAN NOTES 8) THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPS�Jf 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 (\ SUPPORTING THE SEPARTION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSOM +OAIR' OR EQUIVALENT 9) ALL WINDOWS INSTALLED 72" ABOVE GRADE COMPLY WITH R6122 MIN 24" SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PRVENTION DEVICE 10) PROVIDE FIRE BLOCKING PER SECTION R-302.11 11) PROVIDE DRAFT -STOPPING PKSECTIO"-302.12 12) PLANS TO BE DESIGN ACCORDING TO T 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" VOLUME OF AIR CONDITIONED SPACE 9600 CUBIC FEET TABLE R302.6 Dwelling/Garage Separation Se aration 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 floor -ceiling assemblies used for separation required by this section Not less than %-inch gypsum board or equivalent 13) R301.9 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. R301.9.11FLAME 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, BASEBOARD& AND HANDRAILS; TO DOORS AND WINDOWS OR THEIR FRAMES; OR TO MATERIA THAT ARE LESS THAN 1/28INCH (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 CEMENTED TO A NONCOMBUSTIBLE BACKING. A r 16.67 SQ. FT. -7.05 SQ. FT. -1.02 SQ. FT. 8.60 SQ. FT. F_ h cj 34'-0" 14'-61 /2" '-51 /21, 17'-0" 12'-1" 2'-5 1/2"'[ 3'-5" 4'-11" 4'-11" 3'-9" 3-06' 08 HTEMP I I 3-06' 08 H.H. SH EMP 2/R RIA fi PNI I 3-06' 08" H HEMP �— 7' EGRESS 4202 ti OWNER'S BEDROOM N LIVING ROOM Cl) 12' o° X 13'•0° - I 16'•8" X 134" 00 o I N 10'-11 3'-7 1/2" ATE N ' AT _ 218 618 218 618 LOUVERED DOOR PROVIDES: ZD w 0. BAGRP2 5.1 5.03 SQUARE FEET OPEN AIR DINING N N m M o N v FLOW 3-11/2" 1V-51/2" 3 C o J �, [MECH FRIG. HOOKUP K!TCNEN D ¢ GRF2 5 2 = M BEDROOM 2 a l v RYTVE �/ °° 4 N 10,0„X10,0 Z 1 ,n 10'-71/2" - � N o a N 3112" o L ECT Cn C ,' (RAN ; — - N M o= ao M w "' � � 8'-8" V-11 1/2"' a 3'-81/2" DR 1" 218 618 FIRE 5' 3�_0.. 2,_6" 9'-11, _ ° CV LUu, _® 4 N c? x = m BA 2 GRP2 5.1 a CV `" GARAGE 216 6/8 u 19'•0" X 204" o N N - (V 8'-8" r c1q 1' 11 112" o BEDROOM 3 ESCAPE 101•0" X 10' 0"31 bib v EGRESS 3-0 5.0 SH 61. 8" H.H. I6UN 5EG I IUNAL 54" 5'4" 1'-10" 1'-100, 1'-10" 16'-0" 1'-10, 10'-8" 3' 8" 19'-8" 911"1 1 FIRST FLOOR PLAN E�LEV'A' 1/4 -1-0 AT 22 X 34 LAYOUT 1/8" =1'-0" AT 11" X 17" LAYOUT REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Ln w z_ J a U v) 0 w 2 O O H- LU a J LU z O O LL. rr LU F- O LU Uj w z N 2 z J O LU f� U O LL a J CL V) H 0 LU LiJ LEI a z J co, LU J Z) P ,ftre Home, Lem . Gwmnkvd, 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, INC 27410 PHONE: 336-282-3606 W1H, LLC © 2017 Ja 1 2011 %%`ES, G. �I R'�'�i N ST ...�Nca��. OJ P a J LO M W M o o r O O Q J U V W Uj m O - CL CL N N O z g O U Y Q .J N N N o o Q Z Q C0 . IL It 0 LL PLAN # / ORIENTATION; 1202 3 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 7/9/2019 SHEET # GRP21. INGLES AS SPECIFIED FLOOR PL. HT. 6' BAN B&B Sl o 1 FRONT ELEVATION'Al 1 /8 1 -011A f 22 X 34 LAYOUT 1/8" =1'-0" AT 11" X 17" LAYOUT 2 REAR ELEVATION'A' 1/811-1-0 AT 22 X 34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT )ING )ING R FIN, FLR. LES AS SPECIFIED OOR PL. HT. DING OR FIN. FLR. 0 Eo S L I LEFT ELEVATION'AI U 1/8" =1'-0" AT 22" X 34" LAYOUT 1/8" =1'-0" AT 11" X 17" LAYOUT 4 RIGHT ELEVATION'A' 1 /8 -1-0 AT 22 X 34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT No ,7782 SPATE OF ` z �iQ F� ORwI1OP r��ti` J CLltt�j\o\ N MM 19 2019 0 w 2 I- 0 0 F- w H Q _I Lu )OR PL. HT. R FIN. FLR. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ROCC 'ECIFIED R PL, HT. G FIN. FLR. z 0 1= Q 0 z w 0 Q 0 Lu F- 0 z Ln a Q J z 0 W V H' cn 0 LL z w 2 J v,f { mlm 0 ��I '�I ""9!i'�!{yli'MFIi'Iftl (, �' ,4�i'r1.tli�W vddi¢)IfiUti%(it ivv�ti!!s �y IiiElit�� ii rtl NoTe Hom Im mvnegfl Guaruntow, 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC © 2017 cri _ a z o N ~ a a � W 0 �— p Q W a �W o r O J� a Z va 2 Y WZ� �* J � N O O Q cm p a 0 - CD J dV ¢ fn LL PLAN # / ORIENTATION: 1202 3 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 21 fte Home. Un monev. Guarantow, 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 Z N � Lim GC Q � Q GC Lo Lo m JO Y M J m J Q LL- a w M 0 O a0 W o r Z O UJ 3,0 * J Y LZ� p N pO a N a o - o v J CV QNLL PLAN # / ORIENTATION: 1202 3 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # G RP2 3. 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. 12 PER ELEVATION SEE STRU TURAL SHEETS FOR ANCHORAGE BEAM PER STRUCTURAL DRAWINGS -� — P.T.1X FINISH MATERIAL � — —— �I I COLUMN SIZE PER I STRUCTURAL DRAWINGS I LINE OF SOFFIT ABOVE o C0 4X4 POST AS SPECIFIED COLUMN SIZE PER STRUCTURAL DRAWINGS w a — _ cn" LINE OF PORCH SLAB 4X4 POST AS SPECIFIED COLUMN ANCHOR PER - STRUCTURAL DRAWINGS 0_CQLW�� 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 Yrinch 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 R703.1.3 (+27.7/-37.0 P.S.F.) 2X4 FRAMING AT 16" O.C. FASCIA, FINISH PER BUILDER P.T. 2X NAILER, 6" BEAM WIDTH w J W REFER TO STRUCTURAL PAGES FOR FOUNDATION SIZE 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 flashings 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 FMANVDMA 250. 1.4 In accordance with the flashing 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 abw 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. BUILDING SECTION 1 I 1/8" = V-0" AT 11" X 17" LAYOUT III Il ///, 0 No+77824 — O LL 40` 9 STATE Of w z LU 4/01VA1Ut\`\\ _ 00 MAR 19 2019 z 0 LU LU LU H O z WHEN TRUSSES ARE SPACED Ln 24" o.c., THE CEILING Q STRUCTURE MUST BE 5/8" 2 DRYWALL OR 1/2" SAG p RESISTANT DRYWALL Qz J z O Lu 1 ST FLOOR PL. HT. H rz N O L.L z 1ST FLOOR FIN, FLR. Q a Ln H 0 LU LJJ LU a J co z LU Rr71"1r-WED FOR = COO �= COMPLIANCE J S`I - _UCIE COUNTY BOCC 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 W1H,LLC © 2017 a z O N � C7 W Vf T_ LC) OJ M T Y J M Q m LJi- a ui o r O J fY o O Ua a z g W N w H H p N o O U Q J 04 iV Q Q N O LL- PLAN # / ORIENTATION: 1202 3 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 41 No, 7824— "� (n LL i a STATE OF �+e Z j0�F FL6Fia`��. J kx MAR 19 2019 Lu F- O 0 0 Lu a J Lu CC z O F- a 0 LL z Lu Mirror 30"w X ~ 36"h Mirror 60"w X O 36"h } a 0 Lu LLJ Lu 32760" / 32"X60" O TUBISHOWER TUBISHOWER z T-51/2" 1'-5" 1, 1'-31/2" ''-4" a 3-11" 6-31/2" _ 0 4 BATH 2 3 0• BATH J 1/4" =1'-0" AT 11" X 17" LAYOUT 1/4" =1'-0" AT I X 17" LAYOUT o Lu F- u ne V) 0 L.L W24 30 W36 30 W36 30 W3015 W24 30 z Q -- cn RANGE HOODLu I— H � Lu _L. 00 Lu uJ Dw a Rm- 2 KITCHEN 2 1 KITCHEN 1 z Lu 1/4" =1'-0" AT 11" X 17" LAYOUT 1/4" =1'-0" AT 11" X 17" LAYOUT n ;ODE C MLa NC ST. LUCIE COUNTY SOCC 11�i i � I itE CiII: � �� fl tL�it(Z�61 (t5ntilHli}'y1�LLii�I yli i i� �E i ¢i{s{� @@��, ifif �s�.,.! �6�,�m:3t 44s S,i•Ii {E=:I °5 ,,�.v� .brs ri3ibd� r H�4Lr t�tdGv"t G�ttd!'S':El a Mom Home Lm . Guamnteed 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 c� Z O a � N uj a. W L7 � O CC uj Y J M Q m u- a LL ch 0 Q V o > O J Ix a z <a :W w-I- -- Z w oY. o N aNSaO -, o u J NQ(nLL PLAN # / ORIENTATION 1202 3 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 51 C TO 4" SEPTIC LINE 1 1/2" VTR AIL, PLUMBING ISOMETRIC 1/4" =1'-0" AT 22" X 34" LAYOUT 1/8" =1'-0" AT 11" X 17" LAYOUT Charles II� Spel Digitally signed by Charles P Spelman DN: cn=Charles P Spelman, o=Printed copies of this document are not considered signed and sealed and all SHA-1 authentication codes must be rified on any electronic copies., oLi'This item has been electronically, signed and sealed by ill Charles P Spelman using a SHA-1 authentication code., email=cspelman@spelmanenginee ring.com, c=US Date: 2019.03.05 11:28:01-05'00' S P. S �......• • No 34925 '« f : STATE OF : 44/ OF ��i �S • O R k • •' �N: • • *a,* • • . iS�0 IN AL 0���� It 0 T-81/4"- ALL PLUMBING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 RESIDENTIAL. 34'-0" 23'-10" 3'-0" T-2" ih 2-- -- -- -- - 1-1 II 1- I I II II u II II I I I Cl) II I I I I o II II I I 1 14'-4 3/4" II 1-- '-51/2"1 I� WATER HEATER DRAIN II r:��j I I I I WATER,, I IIATF�� r'-"2"7I1/4" 2'-61/2' 2'-6' I j I 3-1 1/2" 1l'-71/4" AIR HANDLER DRAIN I ll \�J _._ L N HVACI I FRIG. E DW I IL I iHOOKUP L1 M Fr�-! - - - I = j III I= l I_ I E ; I CD'..0 , o I I 'v n I (I R51LECTRICI III I (RANGE) L J L 2'-8 3/4" 2'-fi" --I I — 1 I� ll j I I I IIED —1-L— a 0= I 1 II II I 1 I I CUT CONTROL JOINTS �- - AT INTERVALS 10'X10' IN BOTH DIRECTIONS I I 10'-8" 3'-8" 34'-0" C� PLUMBING PLAN 1/4 1-0 AT 22 X 34 LAYOUT 1/811=1'-0" AT 11" X 17" LAYOUT 0 CV I �,, Ps , S IY Spelman Engineering, Inc, 1923 SE 10TH PLACE CAPE CORAL,FLORIDA33990 PHONE(239970.2930) FAX(2391494854) FLORIDACA#26985 www,spelmpongmeetingum Pat CATOPRUSE OFTIM KARSAND SPECFTOA "R EXPRESSLY LIMITED TO THE "CT ONLY. REUSE REPRODUCTION OR P4.0TION IN WIOLE OR EMT IS PROHIRREDWRHOUTWEN LOW KIOF!RENOREER. t4iITOTHE 0W REMAINS WITH 1RP MEN, CHARLES P. SPELMAN, PE FLORIDA LICENSE93492$ lilt! !yg!(Rnitu:il(9a�`�rINE RIIyiR Ri.G,4���pR � ,- .e aF IF y , 0(Sp ' s , I 111I aI ,,`flEER!!i41J`R!1'NiI,rNEd ,�.IhSPIEERe d,IR ia, ,dsE, t, Piim.it �R' i =.,'0'i,tn. vH,[i6yN{det, Eli! t= More liame. Lm Mmeq< ul Fit 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 _Q V W 0 N N r� V z 51c r JM a mLL- a LLi M p Q C.) o O 0 a Z L;; a g W w J Y p N O Q M �p Q 0 -, O U J NQtnLL PLAN # / ORIENTATION 1202 3 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: PLUMBING LAST REVISION DATE 2/19/19 SHEET # GRP2 0.3 TO POWER CO. TRANSFORMER BY UTILITY COMPANY METER MAIN COMBO 150 AMP NEMA3R OR 200 AMP NEMA 3R 200 AMP INSIDE PANEL 3 2 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 (FOR 200 AMP) AL 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 / SO. 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 CENTRAL VACUUM 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 # 1 3 AHU WITH HEATER 50 AMP #6 1 2 RANGE 40AMP #8 2 3 4 4 5 __._ 7 DRYER 30AMP #10 5 6 ACU 30AMP #10 6 7 8 8 9 WATER HEATER 30 AMP #10 9 10 WASHER 20AMP #12 10 11 11 12 14 16 18 DISHWASHER 20AMP # 12 SM APP #1 20AMP #12 SM APP #2 20AMP #12 HOOD/ MICRO 20AMP #12 12 14 16 18 13 BATH GFCI 20AMP #12 13 15 GAR GFCI 15AMP #14 15 17 EXT GFCI 15AMP #14 17 19 LTG-GAR-KIT-BATH-FOY 15AMP #14 19 20 REF 20AMP #12 20 21 FAMILY 15AMP #14 21 22 24 NOOK/ DR 20ANW #12 SPACE 22 24 23 MAST BED/ BATH 15AMP #14 23 25 BED 2/ LOFT 15AMP # 14 25 26 SPACE 26 27 BED 3/ BATH 15AMP #14 27 28 SPACE 28 E29 SPACE 29 30 SPACE 30 31 SPACE 31 32 SPACE 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 AND 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 ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES TV GARAGE DOOR OUTLET -110V OUTLET - TV WALL LIGHT 101 OPENER PREWIRE O SMOKE DETECTOR OUTLET -110V PH GROUND FAULT OUTLET- PHONE 18" LIGHT BAR O FLUSH MOUNT SIC SMOKE DETECTORICO INTERRUPTER a OUTLET -110V GROUND FAULT t3 SWITCH - SINGLE POLE COACH LIGHT p SURFACE CAN LIGHT BATHROOM INTERRUPTER FRONT DOOR EXHAUST FAN WATERPROOF O OUTLET - 220V 3 SWITCH - 3 WAY � LIGHTCOACH REAR DOOR C'' \ OPTIONAL FLUORESCENT FAN PREWIRE � 1'X4' 2 LAMPS SWITCH 4 WAY � SWITCH DISCONNECT /, \\ ELECTRICAL -1 ST FLOOR - ELEV'A' 1/4" =1'-0" AT 22" X 34" LAYOUT 1/8" =1'-0" AT 11" X 17" LAYOUT Ei CD REVIEWED CODE COMPLi i"'N ST, LUCIE COU T-Y SOCC Spelman Engineering, Inc, 10 $E 10TH PLACE CAPE CORAL, FLORIDA 33990 PHONE )239p70-2930) FAX (2391458.W) FLORIDACA#269M wwwSpelmoquaring,com M1KIPd9ONM OFty(SEPU MoSPECIFIOAlasP NRESSLY LINItEOTO TFAPRDWONLY REUSE REPNORCRON ORPLELUNONtNWRW NPARTISPROHIBrRWttHOIAVV'MHN COIL 00T4ITGNER PRV0MfDHffiSREMMNSWTH 9HEEt well. CHARLES P. SPELLHAN, PE FLORMCENSE F3 0 N 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 IWJH,LLC @ 2017 N CC m u 0 0 Lim co J a V W W r OJ Y J L0 L:i M Q M J U- M a z o g aCm) CC-5 LLi W m 04 Y o Z� p 04 o O Q v J N 0 Q c V¢ Co D u - PLAN # / ORIENTATION; 1202 3 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 6.1 r CZ I.A.... ;y LL LL LL I..LWU LL�LL UVU UU0 0 �0 T L J W T II II II TNC'M LJL LLLL L w W w i x x 00 _ I mm 0 CZ _ � T O O 0 0 CZV V }� 4j/N cz U� O 70-0m! U) v a) II II II II (D II ~ E Q> J II U)cz II Go II II m ir rr LL c/) J 0 O CZ O /N /V�/��� LYJ U)-MM�y� W TV r -; T (D T cz IL ,- 0 M Z C�J/'� MOM 00 W T cT N O WOMEN � O N co O md. = (3 �� N O j O J LL cn O CQ7 Q- O - N 0 cz 0- O N V N �_ � o N Qc\I CD Mimi d0.�' REVIEWED FOR . . :ODE COMPLIANCE LM 0 :�T. LUCIE COUNTY W BOCC (n O N OD= T I ME z Z) ---) O L.uJ OLEE � Q J O cz no I� MEANS 4 METHODS NOTES THE STRUCTURE 15 DE516NED TO BE SELF SUPPORTING AND 5TA13LE AFTER THE BUILDIN6 15 FINISHED AND ALL PLAN, DETAIL, AND NOTE 5PEGIFIGATION5 HAVE BEEN COMPLETED. IT 15 THE GONTRAGTOR'S 50LE RESPONSIBILITY "TO DETERMINE THE ERECTION PROGEDURE5 AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDIN6 AND 1T5 COMPONENTS DURING CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE55ARY SHORING, 51HEETIN6, TEMPORARY BRAGIN6, CW5, AND TIE-DOWN5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5HORIN6 AND BRAGIN6 REQUIRED TO STABILIZE AND PROTECT EXI5TIN6 AND ADJACENT 5TRUCTURE-5 AND 5Y5TEM5 DURING COURSE OF DEMOLITION AND CONSTRUCTION OF THE PROJECT. LATERAL BRACING METHODOLOGY • THE WOOD FRAME STRUCTURE OF T14I5 UNIT/MODEL 15 DE516NED TO RE515T LATERAL LOADIN65 A5 PERMITTED BY SECTION 4.35 OF THE SPECIAL DE516N PROVISIONS FOR WIND AND 5EI5MIG (50PN5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENIN65 MI THODOi PER THE REQUIREMENTS SET FORTH IN 5EGTIOt1 4.35.2. A5 SUCH, WALL5 WITH OPENIN65 ARE GON510ERf D A 51%LE STRUCTURAL PANEL AND MAY NOT REQUIRE HOLDDONN5 ADJACENT TO EACH NINDON/DOOR OPENING. • 5HEARWALL5 USED IN THE DE516N OF THE 5T JJGTURE ARE M516NED TO RE515T BOTH SHEAR AND UPLIFT, AS PERMITTED THROUGH SECTION 4.4 OF THE 50PW5. A5 SUCH, STUD CLIPS ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE515T EX6E55 UPLIFT LOAD THAT HAS NOT BEEN RE50LVED THROUGH THE EXTERIOR SHEATHING FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARWALL. LATERAL BRACING 4 WALL SHEATHING SPECIFICATIONS THI5 MODEL HAS BEEN ENGINEERED TO RE515T LATERAL FORGES RESULTING FROM 160 MPH VI I ND SPEED, EXP. G R15K GATEC70RY II $ SEISMIC GATE60RIE5 AB. ENCLOSED, 0.18 INTERNAL PRESSURE GOEFF. ENGINEERED DE516N WA5 GOMPLETED PER THE 6TH EDITION 2011 FLORIDA RESIDENTIAL 4 BUILDING GODE5 (SECTIONS R301.1.3 (RES) 4 160q (BUILDING)) 8 A5GE 1-10 STANDARD EXTERIOR ViAAll 5HEATHIN6 REQUIREMENTS: PI SHEATH ALL EXTERIOR WOOD FRAMED WALL5 w/ JI6" PLYWOOD OR 0513 FASTENED W/ 2Y2"XO.1131" NAILS a 6" O.G. ALONG PANEL E06E5 AND 12" O.G. IN THE PANEL FIELD. I. ALL 5HEATHIN6 PANELS 514ALL BE ORIENTED VERTICALLY (LON6 DIRECTION PARALLEL TO 5TUD5) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2X HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL ED&E5 4 ED6E FA5fENIN6. 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 a I6"o.c. MAX. U.N.O. ON PLAN. 3. SHEATHING SHALL BE CONTINUOUS FULL HE16HT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ E�'2"xO.131" NAILS a Ib"o.c. USE (8) "1 NAILS a EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALY5'S ASSUMES ALL INTERIOR SHEAR WALLS TERMITE PROTECTION EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELCH OPENINGS. SECTION R318 - PROTECTION A6AIN5T TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REC715TERED TERMITIGIDE5, INGLUDIN6 501L APPLIED PESTICIDES, BAITIN6 SYSTEMS, AND PE5TIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METH005 OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW GON5TR IGTION. SEE SECTION 202, RE615TERED TERMITIGIDE." UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDIN6 DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT GONTAIN5 THE FOLLOWING STATEMENT: "THE BUILDIN6 HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAW5 E5TABLI1,HED BY THE FLORIDA DEPARTMENT OF A61RIGULTURE ANT) CONSUMER SERVICES." 6. SEE ARCHITECTURAL. DRAWINGS FOR ADD'L WALL CONSTRUCTION R x.'VIREMENT5. 1. ALL EXTERIOR 66LL5 CONSIDERED AS SHEAR WALLS. 8. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PA JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. INDICATES LOCATION AND EXTENT OF 5HEAPWALL WHIGH REQUIRES SHEATHING AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON51R.UGTION SYMBOL SHEAR PANEL 5PEG. 1/16" PLYWOOD OR 05B FASTENED w/ P3 2Y211x0.131" NAIL5 @ 3" o.c. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 ASSEMBLY. HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION HD -I LISP HTT45 HOLDOWN* 110-2 LISP 1`115TC40 STRAP TIE (12" END LENGTH) HD-3 U5P M5TG66 STRAP TIE (12" END LEN6TH) 110-4 LISP 5TADI4 HOLDOWN *ALTERNATIVE TO 5TBIb ANCHOR BOLT SPECIFICATION: ANCHOR HOLDOWN UTILIZIN6 THREADED ROD (REFER TO LISP SPECIFICATION FOR ANCHOR DIAMETER). EPDXY -SET INTO CONCRETE FOUNDATION w/ USP GIA-6EL 1000 EPDXY SYSTEM PER MANUF. RECOMMENDATIONS. PROVIDE q" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN 1 %'" OF FACE ON CONCRETE FOUNDATION WALL GENERAL STRUCTURAL NOTES FOUNDATION • FOOTING PE516N - 2,000 P5F ALLOWABLE 501L BEARIN6 PRE55URE 15 ASSUMED. BUILDER/GONTRAGTOR MUST VERIFY. • FASTEN 2x4/6 51LL PLATES TO FND WITH A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAX. FROM PLATE EN05 - UTILIZING: • 1/2" DIA. ANCHOR BOLTS a 4'1 o.c. WITH In MIN. EMBEDMENT o GONG. • ALL ANCHOR BOLTS SHALL HAVE 3"x3"x0.22q" STEEL PLATE WA5HER5 UNLE55 NOTED OTHERN15E ON PLANS. • ALTERNATIVES: • 1/2" DIA. X b" LONG POWERS WEDGE -BOLT+ ANGHOR5 A 4'1 O.G. • 1/2" DIA. THREADED ROD (1" MIN. EMBED) o 4'-0" O.G. UTILIZIN6 HILTI HIT-HY-200 EPDXY 5Y5TEM • U5P FA4 ANCHOR 5TRAP5 o 4'-0" O.G. • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT hV PERIMETER FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO510N-RE515TANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD.CONTAGT LUMBER 4 HARDWARE SUPPLIERS TO WORD. • CONCRETE DE51611,1 BASED ON AGI 318 CHAPTER 14 FOR STRUCTURAL PLAIN CONCRETE. CONCRETE SHALL ATTAIN THE FOLLOWING MIN. COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: • f'c = 2,500 psi: ....... FOOTIN65 4 INTERIOR 5LA135 ON 61RADE 2,500 psi: ....... 6ARA6E 4 EXTERIOR 5LA65 ON GRADE • fy = 60,000 P51 • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR BELOW FR05T LINE. CONSULT 5GIL5 REPORT OR BUILDING DEPT. FOR MINIMUM DEPTH BELOW 6RADE. • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB GRA6K5 ARE LIKELY TO DEVELOP. • 5AW GUT OR TOOLED JOINT DEPTH SHALL 130/4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINT5 SHALL BE LOCATED A 10'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS CL05E TO SQUARE`.' A5 POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:15 RATIO • A REGISTERED WOOD TREATMENT TERMITIGIDE SHALL BE USED F( SUBTERRANEAN TERMITE PREVENTION, IN AGGORDANGE WITH THE LABEL DIREGTION5 FOR 05E AND THE FBG. • DIMENSIONS BY OTHERS, BUILDER TO VERIFY. GARAGE 5LAB 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON q5% COMPACTED FILL/VIRGIN 501L PORCH SLAB 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILLNIRCAN SOIL 5LAB ON GRADE 3 1/2" GONG. SLAB N1 ii WIAAA MF (OR FIBER MESH ILO MF) ON 6 MIL VAPOR BARRIER ON 4" MIN, GRANULAR FILL ON q5% GOMPLGTED FILLNIR61N 501L FLOOR FRAMING • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRUSS MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHING SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAILS o 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMING • ERECT AND INSTALL KOOF TRU55E5 PER WTGA 4 TPI'S BG51 1-14 "GUIDE TO GOOD PRA(,TICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • FASTEN EACH ROOF TFV 6 TO TOP PLATE NU LISP RT16A HURRICANE CLIP (OR APPROVED EQUAL) a ALI BEARIN6 POINTS. CLIPS MUST BE INSTALLED ON EXTERIOR FACE OF EXTf 1-'.IOR WALL5 OR THE SAME SIDE A5 THE SHEAR WALL 5HEATHIN6. • ALL ROOF 61RDER TRU514.5 AND FLUSH BEAMS WITHIN THE ROOF 5Y5TEM SHALL BE FASTENED TO I HE DOUBLEw/ U TOP PLATES AND P05T SUPPORT 5P MTWIb GIRDER TIE-DOMN5 OR APPR. EQUAL (TYP. U.N.O.ON PLANS) • ROOF 5HEATHIN6 SHALL BE 1/I15' MIN. 056/PLYNOOD 5HEATHIN6 2% EXPOSURE I. FASTEN 5HFATHIN5 TO ROOF MEMBERS w/ R5R5-01 (2-% x0.113" RING SHANK) NAILS A b" O.G. 0 PANEL ED6E5 4 A 6' O.G. IN FIELD. PROVIDE `H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5. FASTEN SHEATHING TO GABLE END 4 DRA6 TRUSSES w/ P56-01 NAILS o 3' O.G. • ROOF SHEATHING FOR MAIN ROOF TRUSSES 514ALL EXTEND GONTIN0005LY UNDER ALL OVERFRAMIW, • TRL65 ALL LARGE VALU ( SETS. FASTEN EACH END TO TRUSS BELOW rV U5P MTH12 AND (2) 3'x0.131" T(ENAIL5 TO EACH TRL65 BETNEEN. FOR SMALL OR IRREGULAR AREAS OF OVCPWAMIN6, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN6 a 24" O.G. FASTENED TO TRU55 BELOW w/ L15P MM12 4 (2) 3"x0.131" TOENAILS EA. END (MAX. 4' LENGTH BETNEN SUPPORT POINTS) • ALL METAL HAN6ER5 54AL L BE SPECIFIED BY THE TRU55 MAHUFAGTURER, KE55 OTHERN15E NOTED. • ROOF TRV% SHOP DWG5. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAIL5 A 16' O.G. • THE EXTERIOR CEILINGS TOR THE ENTRIES AND PORCHES SHALL HAVEY" EXTERIOR GYPSUM BOARD. THE GYPSUM 130APD SHALL BE ATTACHED TO ALL FRAMIN6 MEMBER5 WITH BLOCKING PROVIDED AT PERIMETER. THE GYPSUM BOARD 5HALL BI ATTACHED WITH TYPE "W" %'4" DRYWALL SCREWS 0 8" O.G. IN FIELD AND Elk5E5• Windc,N ff Door Allowable Wind Pre55ure5 I60 MPH_Wind Zone Exp G, Risk Gat 11, Endo � d 0.1E Internal Pre55ure Goeff. OPENIN6 51ZE INTERIOR ZONES END ZONES 3'-0" X 6'-8" DOOP. AI +55,6 P5F/-38.8 P5F +35.6 P5F/-46.5 P51F 2-0" X 5-0" WNDW BI +31.3 P5F/-40.5 P5F B2 +51.5 P5F/-4q.g8 P51F 5-0" X 5'-0" NNDN @ +36.5 P5F/-3q.6 F5F G2 +36.5 P5F/-48.2 P5F 8'-0" X 1'-0" DOOR DI +33.2 P5F/-36.3 PSF 0+33.2 P5F/-41.1 P5F EI E2 I169'-0" X 1'-0" DOOR +31.1 P5F/-34.8 P5F +31.1 P5F/-38.6 P5F End Zone 15 defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here are allowable pressures w/ a max. mean roof height of 25Ft. Values are permitted to be converted per A5GE 1-10 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON: bth EDITION (2011) FLORIDA BUILDIN6 CODE. • WOOD FRAME ENGINEERING 15 BASED ON N05, "NATIONAL DESIGN SPECIFICATION FOR WOOD GON5TRUGTION" - 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 P51F (30 P51F a 5LEEPIN6 AREAS) DEAD = 10 P5F (I-JOI5T5 4 50LID SAWN) (20 P5F a TILE) LATERAL (SEE NOTES) 5EI5MIG (SEE NOTE-5) 501L SEE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMING • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN STANDARD CONNECTIONS TABLE (IRG TABLE R602.3()) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR CONNECTION. ALL HANGER NAILS SHALL BE IN5TALLED PER MANUFAGTURER5 REQUIREMENT5 FOR MAX CHARTED CAPACITY. NOTE: HANGERS USE COMMON NAIL DIAMETERS NOT TYPICAL FRAMIN6 GUN NAILS. • EXT. 4 INT. BR6 WALL5 SHALL BE 2x4 (UNLE55 NOTED OTHERN15E ON PLAN) A lb" O.G. 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. • WALL5 OVER q' TALL SHALL BE PER PLAN • ALL HEADERS, BEAM5 4 OTHER 5TRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (SIFF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). ALL HEADERS HAVE BEEN DE516NED BASED ON CAL(ULATEO LOADS 4 SIZED AGGORDIN61-Y. CODE TABLES HAVE Ni BEEN U5ED. • ALL NON -BEARING INTERIOR STUD WALL5 5HAI I BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED a 24" O.G. (MAX., U.N.0) • HEADERS IN NO; LOAD BEARIN6 WALLS `nHALL BE: (1)2x4/b FLAT A OPFNIN65 UP TO 4', (2)2x4/6 FLAT UP TO V. • ALL FRAMING LUMBER SHALL BE DRIED TO 15% MG (KD-15). ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • 'LSL' - Fb=2325 psi; Fv=310 psi; E=1.55x10Ab psi • 'LVL' - FLr=-2600 p5l; Fv=285 psi; E=2.Ox10"b psi e FOR 2 4 3 PLY BEAMS OF LcWAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"x0.120" NAIL5 A 8" 0/6 OR r RON5Y4"x31'2" U5P WOOD 5GREW5 (OR _'1" TRU55LOK 5GREW5) o l b" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAILS/5GREN5 2" FROM E06E. 50LID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAIL 5 FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN Pf IE5 T06ETHER WITH 3 ROW5 OFY4"xb" USP WOOD 5CREW5 (OR () %" TRU55LOK 5GREW5) A 16" O/G. USE A MINIMUM OF 4 ROWf, FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENN6 AT BOl H FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 56REW5 2" FROM EDGE. A 50LID l" BEAM 15 AGGEPTABLE. • ALL HEADERS SHALL BE `.SUPPORTED BY (1)2x JACK 5TUD 4 (1)2x KING 5TUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A 50PPoRT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.G.. • FOR STUD P05T GROUPS SPECIFIED ON PLAN5 A5 (4),(5) OR (6), FASTEN PLY5 W(2)5"x0.131" NAILS A 6" O.G. OR (2)3"x0.120" NAIL5 A 4" O.G. (ALL PLY5, FULL HT. OF POST,) • PROVIDE 50LID BLOCKING IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FNDIBEARIN6. BLOCKING TO MATCH P05T ABOVE. • FASTEN 2x WOOD PLATES TO TOP FLANGE OF `-ITEEL BEAMS WITH PA.F.'5 ('HILTI' X-GF PINS OR EQUAL) A lb" O.G. t,TA66ERED, OR 1/2" DIA. BOLTS a 48" O.G. 5TA66ERED. • ALL EXTERIOR 4x4 WnOD P05T5 SHALL HAVE U5P G44 GAP 4 PA44E BASE, U.N.O. CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"1 NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO J015T/3LK'6. NAILS A 4" o.c. NAILS a 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (5) TOENAILS* TOP OR SOLE PLATE TO 5TUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS A 8" o.c. TOENAILS a 6" o.c.* BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE 5TUD NAILS A 24" o.c. NAILS a 16" 0.6. DOUBLE TOP PLATE NAILS a 24" oc. NAILS a lb" o.c. DOUBLE TOP PLATE LAP SPLICE g NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o GORNER5 4 INTER5EGTIN6 NALL5 (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"1 SAME 5PAGIN6 OR NUME3ER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) REVIEWED FOR CODE COMPLIANCE ST. LUCIE CC ' ° BOCC 9 ` G E Q 'r IN ' 824tr .L ATE if � ���� MAR 19 2019 © copyright : MULHERN & KULP Structural Engineering, Inc. M&K project number: 195- 1 9004 project mgr: is drawn by: W issue date: 03-1 8-1 REVISIONS: date: initial: 03/018/lq PAT z n J U r LA ° TTv�� ITT f- It l� O `: (j o T. a J N °rn �Nmm ] Og`` Ld Z U U ., �I- (Dmz d ® () li sheet: S0*0F seal: JUL 0 8 21Ii` ,,``tt��t No :¢= �• STA F T• �. P.: ,�e� ,0111111101 " A, tttya © copyright ; MULHERN & KULP Structural Engineering, Inc. aZ z JW W z z W 1 J m Q a x cc a x �° W_~ N J m Q �Z o 9 CA M M&K project number 1 95-19004 projectmgr: JSB drawn by; WC issue date; 03-1 8- `I 9 REVISIONS: date: initial: 03/018/19 PAT w rn LIJ nW 0 I --I 0. J U W 0 O a p0 REVIEWED FOR Q. N 0 0.. CODE COMPLIANCE }} ST. LUCIE COUNTY J BOCC N Q Comm Q U0�L 0 NzUa a OmW a�{. z IL V 0 U) li sheet: SO.1 MF hem. Soffit Wade Jurney Homes Product Approval/ NOA Index Sheet Updated: f�7-03-2019 Product Approval Design Component Model/Series impact Attachment method Approval # 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 RhinaRoaf U20 is to be laid out horizontally (parallel) to the cave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1" in from the edge. Far low slope (less than 4:12) Covering Interwrap Underlayment's Roofing RhinoroafU20 FL15216 12/12J2017 N/A applications it is recommended to overlap 50l 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 9/21/2018 67 -67 Yes Jamb, Head, and Threshold Fasteners for this unit include #10 Wood Screws or i/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/ 5J16" x 15J8" 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 2J13/2018 39.2 -43.7 Yes lumber. Vinal or wood door stop nailed at maximun of 6" O.C. must overlap tap and both ends of panels min 7/16" tp meet negative pressures. 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 Vinyl Fixed Window Series 1500 FL16104.1 12J27/2017 55 -55 Na 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 1500 FL16103.1 12J27/2017 50 -5Q Na 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%201? 50 -50 No Bldg Framing Penetration 1" min, (local code may dictate) Min. Corrosion -Resistant Nail Size 3J8" Minimum Head diameter Min. 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 Ply Gem Siding Mastic Vinyl Siding Dutch Lap FL23885.1 12/12/2017 73.5 -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. Panels should be overlapper=d approx. 1". Fasten panels approx. 8" or more from the overlap seam. Siding Ply Gem Siding Mastic Vinyl Siding Board and Batten FL23885.1 12/12%2017 96.5 -9€i 5 Yes Nails are galvanized steel roofing nails, 1-1i2" 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 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 spacing. 8" horizontal nail spacing. Shutter Hurricane Storm Panel MFG INC. 24 Gauge Galvanized Storm Panel FL16293-R2 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 Ply Gem Siding Mastic, Vinyl Soffit Universal (Vinyl) FL23352.1 12/12J2017 132.8 -3�.7 N/A 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 1 16 16 GA Dia. in each nail io n - - - - I I I - - - - - - - - - - - - - - - - - - - - -� I I I I I I I I I I I I I I DI.O I I s� I I I - DI.O I I I I I I I N I I I I I 14'-6 1/2" 11-3 1/2" r ------ STEP SLAB ON GRADE I I r - - - - Z.''xl2' PLAIN - - - - - - GONG. I I I 4 THIGKENED 2 DI.O SIAB I DI.O I I I VARIES GARAGE SS AB I I I I I I I I I I I I 01.o J I -- I I ;� I 1.0 POSH I HD PER DTL HD PER DTL I I c B 1/5D2.0 I/5D2 0 _ - - - - - - 5LAS FOUNDATION PLAN SCALE: I/8"=1'-O" (II"xll" SHEET SIZE) ELEVATION A SCALE: I/4"=1'-0" (22"x34" SHEET SIZE) 11-0 J(lVl� I IWJ✓LJ tl G'T V.V. 1 5EE DTL GI �IA I G2 DL0 GI 86/SDLOT(2)2x4 (2)2x4 OR OR (2)2x4 OR (2)2x4 OR - - 1211 05B HDR. 55 HOR _ IT 055 HOR. _ _I2" 055 HDR. oW=FSQ.SDI. (5FFL5iI. StEL-F/SD-OL IWr I I I I T I I I \ HIP GIRDER TRU55 / O \ / I I I SDLi I � A� BI iD1.0 I I I I G1 IN I I I I I I I I I I I I I I 2UX4 OR 1211 055 HOR. (SEE F/50I.0) I I 6ABLEIEND GIRDER 7n% - - (2)2x4 OR �/� _ (2)2x12 HDR GONT. FULL _AN 12" 056 HDR. - - - HD HD +y WIDTH OF PORTAL FRAME (5EE F/5DI.0) BELOWBELOW HD 1 (2)2x10 DROPPED FASTENED 1 BELOW C( SDI.O TO P05T3 o FA. END WU5P 05B PORTAL FRAME DI.O S' 1-1028-211' HANGER SEE DETAIL 1/502.0) MONO TRlY.-5E5 a 24' O.G. 0 R00F PRAM I NG PLAN 2 SCALE:/8"=1'-O" (II"x11" SHEET SIZE) SCALE: 1/4"=1'-0" (22"x54" SHEET SIZE) ELEVA' Nindow $ Door Allowable Wind Pre55ure5 160 MPH Wind Zone Exp G, R15k Gat II, Endo5ed 0.18 Internal Pre55ure Goeff. OPENING SIZE INTERIOR ZONE5 END ZONES 3'-0" X 6'-8" DOOR AI +35.6 P51=/-38.8 P5F ®+35.6 P5F/-46.5 P5F 2'-0' X 3'-0" WNDW BI +31.3 P5F/-405 P5F B2 +31.3 P5F/-4q.018 P5F 3'-0" X 5'-0" WNDW @ +36.5 P5F/-3q.6 P5F G2 +365 P5F/-482 P5F V-0" X 1'-0" DOOR DI +55.2 P5F/-36.3 P5F D2 +332 P5F/-41.1 P5F I6'-0" 1 X '-0" DOOR EI +31.1 P5F/-34.A P5F 0+31.1 P5F/-38b P5F End Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures chanted here are allowable pressures w/ a max. mean roof height of 25ft. Values are permitted to be converted per A5GE 1-10 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures bg a factor of 0.6 to obtain ultimate pressures. 7 REVIEWED FOR )DE COMPLIANCE T. LUCIE COUNTY BOCC CONNECTION SPECIFICATIONS (TYF. U.N.0) CONNECTION TYPE CONNECTOR UPLIFT GAP. FASTENING TRU55 TO ML TOP PLATE OR BM. U5P RT16A 1I60# (q) 2 X0.148' TO TW--6, (6) A"X0.148" TO PLATE GIRDER TRU55 TO P05T U5P MTWIb 100 04) 'X0.148" FLUSH BM. TO P05T U5P MTWIb"4q5# 14 'X0.148" VALLEY TRUSS TO BASE TRU55 LISP MTWI2(14) 2 X0.148" 5TIGK-BUILT OVERFRAMIN6 204) 2 X0.148" PORCH 5EAM TO 05T b 2 X0.162" STUD TO 50LE PLATE U5P RTl 2"X0.13l' TOP OR 50LE PLATE TO STUD LISP RTlU WX0.131' LEGEND • ® INTERIOR BEARING WALL • �___� BEARING WALL ABOVE • - .. - BEAM / HEADER • F ':':T't EXTENT OF OVERFRAMING • �� METAL HANGER • INDICATES 5HEARWALL • INDIGATE5 HOLDOwN REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES GARAGE BLAB 4" GONG. SLAB ON 4" MIN, GRANULAR FILL ON 615% GOMPAGTED FILL/VIR61N 501L PORCH SLAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILL/VIR6IN 501L 5LAB ON GRADE 31/2" GONG. 5LAB W bxb NIAAA NNF (OR FIBER MESH ILO MF) ON b MIL VAPOR BARRIER ON 411 MIN. GRANULAR FILL ON q5% GOMPAGTED FILL/VIR5IN 501L HOLD-DOWN SCHEDULE SYMBOL 5PEGIFIGATION HD -I U5P HTT45 HOLDOYM HO-2 LISP M5TG40 STRAP TIE (12" END LENGTH) 1-10-3 U5P M5TC66 STRAP TIE (12" END LENGTH) 1-10-4 LISP 5TAD14 HOLDOwN *ALTERNATIVE TO ST13I6 ANCHOR BOLT 5PECIFIGATION: ANCHOR HOLDOAN UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ LISP GIA-6EL 1000 EPDXY SYSTEM PER MANUF. REGOMMENDATION5. PROVIDE W MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN 1 34" OF FACE ON IL CONCRETE FOUNDATION WALL p6TA7E F ,ty` Opt �tp.rP•�e�`` 1 //I IIlilt\ MAR 19 2019 © copyright : MULHERN & KULP Structural Engineering, Inc. M&K project number: 1 95-1 9004 projectmgr: JSB drawn by: WC issue date: 03.1 8-1 9 REVISIONS: date: initial: 03/018/19 PAT w 2W �w 2 w0 Q I R to W a J U w O T 0 M 2 0 Z �0 LL _ a N }rn Z O m U I 0 a� d NzUL ma Oz sheet: RIGHT HAND LOAF FASTEN ROOF TRUSS TO TOP PLATE OF WALL w/ V5P' RT16A CLIP (1 T BE INSTALLED ON EXTERIOR FACE OF EXTERIOR WALLS) S (3) 3"X0.120' (MIN) TOENAILS 414" MAX. HEEL HT. 2x4 o 16' O.G. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN FASTEN EVERY OTHER STUD TO DBL. TOP PLATE WITH LISP RTT (ONLY i IN 150 MPH WIND SPEED OR 6RFATER) TYPICAL SHEAR �; TRANSFER DETAIL ® ROOF 2x4 o I6' O.G. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN FASTEN WALL 5HEATHI% TO 51H PLATE W/ 2 3/8" X 0.113' NAIL5 0 3' O.G., U.N.O. Ila . a GRADE II FASTEN EVERY OTHER STUD TO 51LL PLATE WITH LISP RT I (ONLY REOD IN 150 MPH WIND SPEED OR GREATER) -2x P.T. SILL PLATE (5EE PLAN) 6ARA6E 5LA13 (5EE PLA STEELPLATE 3WA5i ®�" -III, i 4'-0' O.G. MAX., U.N.O. REINFORCEMENT -5EE DTL I/FDI.O TYPICAL SHEAR TRANSFER DETAIL e EXTERIOR 6ARAISE WALL p�—T— DOUBLE TOP PLATE Wo" S/4yl'-0r irk ;:... •i R CONTIN10U5 055 RIP OVER FULL LENGTH OF HEADER FA5TEPED TO 01i TOP PLATE, TRIMMER 45RMw/2Vx0.113' NAILS O 3' O.G. GABLE END Ti — SHEATHED V111H 01 FASTEN BOTTOM CHORD OF GABLE END TRL55 TO DBL. TOP PLATE W LISP MPAI CLIPS o 36"oc. 2x4 o 16" OG. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN CRIPPLE 5TUD5 LONER TRIMMER JACK #KING 5TUD5 BEYOND SECTION VIEW 0 11 ' u • CONTINJOI5 056 RIPS OVER FULL LENGTH OF HEADER FASTENED TO ML. TOP PLATE, TRIMMER E 5TUD5 w/ 2 Na"X0.113" NAIL5 o 3' O.G. KING 5TUD JACK 5TUD PROVIDE GABLE END BRAGIN6 PER TRUSS MANUFACTURER PROVIDE 2x4 BLOCKING 0 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-CUT TO FIT T16HT BETWEEN TRU55 BOTTOM CHORDS FASTEN DRYWALL TO BLOGKIN6 w/5GREW5 /NAILS o b' O.G. TYPICAL 6ABLE END BRACING DETAIL WAIL SAII011 d' --TI-----TI----n-- __I1___ II II ' II II F_ II II immm � im, I II If- - 11 II II II II II II II II SHEAR WALL WITH E06E NAILING C BLOCKING PER PLAN. U5P R514-100 STRAP CENTERED AT CORNER OF OPENING w/ (36) 21'i x 0.131' NAIL5 (38' MIN LENGTH) 2x4 HORIZONTAL FLAT BLOCKING. - IN5TALL 2 BAY5 IF FIR5T 5TUD 15 LE% THAN 16" FROM EDGE OF WINDOW OPENIN5. V3P R514-100 STRAP CENTERED AT CORNER OF OPENING w/ (36) A"x 0.131' NAILS (38' MIN LENGTH) 2x4 HORIZONTAL FLAT BLOGKIN6. - IN5TALL 2 BAY5 IF FIRST 5TUD 15 LE55 THAN 16' FROM EDGE OF WINDOW OPENING. REQUIRED OILY O OPENINr;S A5 SPECIFIED ON". 5TRAP5 TO BE INSTALLEI ) ON EXTERIOR FACE OF 5HT6. i MAY BE MOVED 4;' FROM EDGE TO ALLOW FOR WINDOW NAILING TYPICAL EXT. WALL 4 INT. W" Nt0 M ELVATION VIEW STUD 5TRE46TH AX15 (LONG DIRECTION OF 4x8 5HEET)TO RUN PARALLEL TO DBL. TOP PLATE PER 2011 FBG, 6TH ED. R103.1.2.1: 5OFFIT5 AND THEIR ATTAGHMENT5 SHALL BE CAPABLE OF RE515TIN6 WIND LOAD5 5PEGIFIED IN TABLES R3012(2) AND R301.2(3) FOR WALL5 U51N6 AN EFFEGTIVE W1NO AREA OF 10 5QUARE FEET. NOTE: BATT OR BLOWN GOORDINATE SOFFIT OVERHAN65 I1115ULATION PER ARGH WITH ARCH AND TRU55 MANUR FIBER6LA55 51-1INOLE5 DRAWINGS OR TILE ROOF PER ARCH APA RATED 5TRUGTURAL REFER TO 50I.10FOR 5HEATHIN6 ADD'L 5TRUGT. -5EE NOTES INFORMATION GEILIN6 BOARD -5EE ARGH WALL SHEATHING (NOMINIALY2" THICK 056 OR EQUAL), HOUSE WRAP, VAPOR BARRIER, VINYL SIDING (PER ELEV. DRYWALL PRANIN65 if PRODUGT -5EE ARGH APPROVAL SHEET) -5EE ARCH PLANS 2x4 o 16" O.G. EXT. WALL FOR COMPLETE INFO. 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN 5EE ENER6Y CALG5 TYP. SILL PLATE: FOR IN50LATION REFER TO REQUIREMENTS PER FOUNDATION DETAILS ARCH TYP. GONG. SLAB: FLASHING 4 REFER TO 51LL 5EALER� FOUNDATION DETAILS PER ARCH I (FDI.0) 4 PLAN S GRADE °u � -� z III III— I : L I I I— 12" WIDE GONG. ry p O _ TRENCH FOOTING (2) #5 BAR GONT. LONGITUDINAL REINF. w/ 3" MIN. COVER 8 MIN. 55" LAP 5PLIGE (TYP.) TYPICAL I -STORY WALL SECTION SCALE: N.T.5. 5TV05 FASTENED TO DBL. TOP PLATE AND 51LL PLATE WITH (2) 314.131' END NAIL5 OR IOENAIL5. GLIP5 ONLY REQUIRED W-ERE 5PEGIR(ALLY NOTED (5EE PLAN 51 ALL EXTERIOR WALL5 — SHALL BE SHEATHED WITH FULL PANELS IN VERT. OR HORIZ. ORIENTATION A5 INDICATED WITH NAILIN5 A5 SPECIFIED ON TYPICAL NOTES AND PLAN5 (5EE PLAN 5PE65) VFDn/.AI G ATUIMr_ \i TWAI Q AMIW MIN. (2)2X-1 JAGKS (SEE PLAN s) -REFER TO 50.0 FOR TYP F4STFAlIAIr r/IAIKI 2x& '#2 5PF' WOOD JAMB YY DIA. x 5" LA6 REW5 W/ 2" tSHER5. EQUALLY AGED OVER FULL I6HT OF DOOR BUCK. 5EGTION VIEW TYPICAL (5ARA6E DOOR BUCK CONNECTION DTL WAIN S/4'• W I °I'll i� �IRnr-1'1I'1lJ nnv RV4hIIV nl — 7riC/VCYWLL mn vMN UC71UMU n7 WINDOW C014ER5 (PER DETAIL CONTINUOUSLY 5HEATHED PANEL VIA FORGE 86) ONLY REQUIRED WHERE TRAdJ5FER AROUND OPENINGS (FTAO) 5PEGIFICALLY GALLED OUT ON METHODOL06Y - HOLD DOWNS ARE ONLY PLAN (5EE PLAN 5PE65) REQUIRED WHERE 5PEGIFIGALLY NOTED ON PLAN (5EE PLAN 5PE65) TYPICAL EXTERIOR WALL SHEATHING / _DOUBLE TOP PLATE (5EE / PLAN 5PEG5) / 5HEATHI% E06E NAILING (5EE PLAN 5PEG5) '/-5HEATHIN6 FIELD NAILING (5EE PLAN 5PE65) AT HORIZONTAL //-SHEATHI%, PROVIDE 2x FLAT BLOCKING AT ALL UNSUPPORTED PANEL ED6E5 (5EE PLAN 5PEG5) —AT 5TANDARD WALL OPENING, PROVIDE (1) KING 5TUD + (1) JACK STUD EACH SIDE AND. ON PLANS) SILL PLATE (5EE FI AN5, NOTE5 B DETAIL5 FOR TYPICAL WALL ANGHORA(7E E GONJEGTION5) t7824Id r, 1 • STATE O( 4� 4 � �>>fliilllN`��� MAR 19 2019 cQ copyright: MULHERN & KULP Structural Engineering, Inc. 48.CD = z J w z o �C z a w a J pZ �y = M4 UJ I— m V) 'v j j E 2Q >♦ _Ja W �S =o g y MW LU o N M d M&K project number: 195-1 9004 projectmgr: JSB drawn by: issue date: 03-1 8-1 9 REVISIONS: date: Initial: 03/018/I9 PAT w zr n w w0 Q Q. U w QQ QQ r� n Luyli L, O Z Nm ® 0 � J N _J U U Om J LL (� NZUL t� ~ 0 m O � z ' � v l LL sheet: SD 1.0mF PONY WALL MAX. HT.: - w/ U5P M5TGbb =2'-11' w/ L15P K5T272 PONY WALL MAX. HT.: - =1'-1 Y24 w/ LISP M% 66 =2-11' w/ L15P K5T212 (3) KING 5TUD5 - -51MLE KING STUD ONLY IF 4 FT (MIN) SOLID RETURN HALL PROVIDED IN PLAN f i F4 A N 77824 ATE 01 Wzz ff:lill 1\\\ MAR 19 2019 © copyright: MULHERN & KULP Structural Engineering, Inc. 5HEATHIN6 FI LE 0 0.CD % n A5 REQT? z J� w �Lql w Z o C7 M z 3'xilV4" MIN. HEADER SEE PLAN. %'i x0.148' USP STRAP SPEC BASED ON PONY WALL HEIGHT -M5TG66 STRAP W33" END 1 w M ¢ MIN. (2) 2x4 - HEADER TO BE LOCATED AT TOP OF OFETIIING NAILS IN (2) LENGTH FOR 1-1 Yz MAX HT. .o �f � E MIN. (2) 2x4 - R(TVIS 0 3'O.G. or K5T12 STRAP W WEND ` r- LENGTH FOR 2-1I' MAX HT. � FASTEN 3/B MIN. THICKNESS WOCD STRUCTURAL PANEL -STRAP CENTERED 0 BOTTOM c _ 5HEATHING TO HEADER WITH A'X0.131' OF HEADER NAILS IN 3' GRID PATTERN A5 51-OWN AND 3' O.G. - LOCATE ON INSIDE FACE OF r m E IN ALL FRAMING (51UD5 b 51LL5) TYP. WALL. q , , J Z 4, W CP IF PA14EL 5PLIGE 15 NEEDED IT 5NALL OUI R WITHIN = o g 4"OF MID -HEIGHT. 2x BLOGKING(N5, 15 ��I� USED IT MUST E FNAILED g WITH ONE ROW OF 34'40XO.148' AT 3' O.G. CI 16" MINIMUM LISP 5TADI4 HOLDONUI STRAP (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) OR Ii5P HTT45 HOLDOWN. INSTALLED PER MANUFACTURER SPEGIFIGATION5. MIN. 3'X34XY6' PLATE WA5HER ONE 5/p' VIA. ANChiOR BOLT WITH 13 MIN. EMBEDMENT INTO GONG. OUTSIDE EI/ATlQR ------Z- ONE x4 BAR TOP AND BOTTOM OF FOOTING. LAP EIAR5 15' MIN. 3'xIIV% MIN. HEADER. SEE PLAN. - HEADER TO BE LOCATED AT TOP OF OPENING FASTEN TOP PLATE TO HEADER WITH TWO R006 OF 3V%x0.148' NAIL5 0 3' O.G. 9 • •.r SHEATHING, GONTINIOUS FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED SPLICE AREA. .. ZzffM I LOSWC3 WALL FRAMING 5PEGIFIGATION: o2x4 NALL: L15E HF #2 CRAVE 5TUD5 (OR BETTER) o2xb HALL: USE 5PF STUD' GRADE STUDS (OR BETTER) )5P STRAP SPEC BASED ON POMP HALL HGK HEIGHT -M5TG66 STRAP w/ 33' END LENGTH FOR I'-1 Ys' STE) MAX HT. or K5TT2 STRAP W 36' END LEW-)TH FOR 2'-I In MAX Hr. -5TRAP GEN-ERED 0 BOTTOM OF HEADER - LOCATE ON IN51DE FADE OF WPJ1. �' C.131' NAZI_ 6 —a- DBL. JACK STUD (MIN) E:' O.G. IN ALL PANEL EDGE5 %NX0.148' 71r— NOT PART OF NAILS AT BLOGKIN5 AS REOV PORTAL FRAME EF 12" O.G. 6 5GALE: N.T.5. 7 %- DIA. ANCHOR BOLT WITH 1' MIN. EMBEDMENT INTO GONG. AND 3'X3'Xy4v PLATE I2"ASi$R, TYP. INSIDE ELEVATION 10 ♦._0s 17. I- _inil—'—_— %III LETTERED DETAIL5 ARE TYPICAL FOR TH15 HOME � SHALL BE IMPLEMENTED IN ALL APPLICABLE AREAS. THESE DETAIL5 ARE NOT "GUT" ON THE PLANS. NUMBERED DETAIL5 ARE PLAN 5PEGIFIG AND ARE ONLY REQUIRED WHERE SFEGIFIGALLY INDICATED ("GUT") ON THE PLANS. M&K project number: 1 95- 1 90 projectmgr: JS drawn by: W issue date: 03-1 8-1 REVISIONS: date: initial 03/018/I9 PAT W .J T� W 0 V Z LL sheet: W Z W 0 0.. J U WO QQ I� r- 2 IN (� ^0^0 lV CL N Lo Q 0) 0 < � I 0 Z �LL UJ U a �mz LLI � IL d ) WLL SD2.®,G:F TYP. 5HT'6 TO SILL PLATE CONN.: FA5TEN WALL SHEATHING TO 51LL PLATE W/ 2 3/511 X 0.113 NAILS o 3" O.G., U.N.O. TYPICAL SLAB ON &BADE SCALE: GARAGE INTERIOR GARAGE SLAB -5EE DTL I/FDI. 44 N ° #■1a TYPICAL THICKENED SLAB ® INTERIOR 6ARA&E WALL SCALE: 3/S"=1'-0" 0 2x P.T. PLATE w/Y2" DIA. x T" LONG A.B. 0 4'-0" O.G. (U.N.0) W 3"X3"X0229" 5TEEL PLATE WA5HER5. PROVIDE MIN. (2) PER PLATE SEGMENT, MIN. 12" FROM 5EGMENT END5 TYP. 5LAB ON GRADE: 3 1/2" GONG. SLAB W bxb W1.4x1.4 WWF (OR FIBER ME5H ILO WWF) ON b MIL VAPOR >BARRIER ON 4" MIN. GRANULAR FILL ON C15% COMPACTED FILL/VIRGIN 501L -12" WIDE GONG. TRENCH FOOTING (2) #5 BAR GONT. LONGITUDINAL REINF. w/ 3" MIN, COVER 4 MIN. 38" LAP SPLIGE (TYP.) TYP. 51LL PLATE -5EE DTL I/FDW 5LAB ON GRADE -5EE DTL I/FDI.O PLAIN GONG. THICKENED SLAB (5EE PLAN FCR 51ZE) CENTER FTC. ON WALL ABOVE TYP. SILL PLATE -5EE DTL I/FDI.O TYP. GARAGE 5LAB: 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON G15% COMPACTED FILL/VIRGIN 501L 12" WIDE GONG. TRENCH FOOTING REINFORGEMENT -SEE DTL I/FDI.O TYPICAL SLAB ON GRADE SCALE: 515'=I'-O" INTERIOR BEARING WALL/5HEAR WALL 2x P.T. BOTTOM PLATE SLAB ON GRADE w/ HILTI XCr72 P8 -5EE FND. PLAN PIN5 OR EQUAL ® 36" O.G. REINFORCEMENT \—PLAIN GONG. —SEE DTL 1/FDIA 12 W THICKENED 5LAB (5EE PLAN FOR 51ZE) TYPICAL THICKENED SLAB ® INTERIOR BEARIN6 WALL SCALE: N.T.S. LETTERED DETAILS ARE TYPICAL FOR TH15 HOME $ 5HALL BE IMPLEMENTED IN ALL APPLICABLE AREAS. THE5E DETAIL5 ARE NOT "GUT" ON THE PLANS. TYP. PORCH 5LAB: 4" GONG. 5LA13 ON 4" MIN. i GRANULAR FILL ON 95% COMPACTED FILL/VIRGIN 501L —� Q NUMBERED DETAILS ARE PLAN 5PEG I F I G AND ARE ONLY REOU I RED WHERE 5PEGIFIGALLY INDICATED ("GUT") ON THE PLANS. BUILDER TO PROVIDE ISOLATION JOINT o FLOATING PORCH 5LAB TYPICAL SLAB ON GRADE SCALE: 5/8"=1'-O" TYPICAL SLAB ON 6RADE SCALE: 3/8"=1'-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 TYP. SILL PLATE BEYOND -SEE DTL I/FDI.O GARAGE 5LAB -5EE DTL I/FDI.O 12" WIDE GONG. TRENCH FOOTING REINFORCEMENT -SEE DTL I/FDI.O GUT EVERY OTHER I" DEEP 5AW CUT CONTROL JOINT WIRE OF W.W.F. o WITHIN 24 HOUR5 OF POUR CONTROL JOINT MID -WAY INTO SLAB -LOCATE JOINTS ® 5LA13 I5MAX CORNERS 6 OTHER AREA5 WHERE BETWEEN GRAGK5 ARE LIKELY TO OCCUR SAWGUTS SLAB ON GRADE -5EE FND. PLAN TYPICAL A SCALE: LOCATE ® 10' TO 15' ox.. OR CORNERS WHERE CRACKS LIKELY TO DEVELOP f7 r r � VINYL 50FFIT (A5 GW-rfN BY BUILDER) SHALL MEET R10311 U5P C44 GAP (INSTALLED PER MANUFACTURER REQUIREMENTS) \ 1L 4x4 PRESSURE TREATED WOOD V P05T w/FIN15HE5 PER ARGH/BUILDER U5P PA44E BA5E (INSTALLED PER MANUFACTURER REQUIREMENTS) `-LOPE TYP. PORCH SLAB PER PLAN -5EE 3/FDID GRADE ° I=1 1-1 11— —I'' � I 1 III —I 11=1 I I�--"—�- s -1 I I l_I, (—I I I �.. e TYPICAL PORCH COLUMN CONNECTION DETAIL SCALE: NONE COMPACTED BAGKFILL 12"xl2" 150LATED GONG. PIER FOOTING UNDER POST -PER" . A 9 v� F OC` CODE 'ter �G�AIgZ, r.n �R���iwyn. No 77824 STATE OF 44 IFS •;�z a�z�oP •'��`'\� liillll\�\\� MAR 19 2019 © copyright: MULHERN & KULP Structural Engineering, Inc. 0. z z W W Z ' z W a J � Q a tc E A H E UJ r 3 y •o g � m 3: QE Jz M&K project number: 1 95-1 9004 projectmgr: JSB drawn by: \j\ jc issue date; 03-1 8-1 9 REVISIONS: date: initial: 03/018M PAT UJ zr � �w,J J n2 I..t1 0 0- J U C) T O w C) N c� 0 N �, O } N °rn Q �Omm z � CVzUU 0' Ll., 0 0,IL � d" � U) LL sheet: F®I.OF