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HomeMy WebLinkAboutBuilding Plansr NOTES: 1. SILT FENCE SHALL BE - INSURANCE RATE MAP 120111C0070J, DATED FEBRUARY 16TH, 2012. PLACED ON SLOPE LOT 16 I SITE ADDRESS: CONTOURS EFFICIENCY. STEEL OR WOOD CONTOURS TO MAXIMIZE EXTRA STRENGTH FILTER BI BENCHMARK NOTES: FABRIC NEEDED WITHOUT BLOCK 116 0 6504 SANTA CLARA BLVD �J '� RE THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN WIRE MESH SUPPORT RESIDENCE gp-�� FF FT. PIERCE, FLORIDA 34951 VERTICAL DATUM NAVD OF 1988. THE PRIMARY BENCHMARK UTILIZED FOR THIS SURVEY IS 2• INSPECT AND REPAIR FF EL.=22.45 l SV 1 SEPTIC ( ) FENCE AFTER EACH ATTACH FILTER FABRIC 1 p� LOT 15 NGS PID AF7506 BENCHMARK, ELEVATION = 23.51' NAVD88. SITE BENCHMARK IS AS SHOWN. STORM EVENT AND SECURELY TO UPSTREAM Q BLOCK 116 RESIDENCE OWNER: SITE DATA: REMOVE SEDIMENT WHEN SIDE OF POST NECESSARY. 9" MAXIMUM S O FF EL.=23.73 \ 22.29 I RECOMMENDED STORAGE F L) 23.29 WJHFL, LLC. REQ'D PROPOSED RE + 1= \ LOT SIZE: 10,000 S.F. 11,700 S.F. HEIGHT. 3300 BATTLEGROUND AVENUE #230 Q 9 X 22A3 ° LOT WIDTH: 75' 90 F.T. FL / w GREENSBORO, NC 27410 LO N T ' 3. REMOVED SEDIMENT 0 SHALL BE DEPOSITED TO C O21.34 S 89 56 20 E 90.00 0 20.84 MAX. BUILDING COVERAGE: 30% 1,989 S.F. (17.0%) AN AREA THAT WILL NOT LO 1 O'MAXIMUM SPACING WITH ENGINEER: MIN. OPEN SPACE. 40% 9,187 S.F. (78.5/0) - CONTRIBUTE SEDIMENT = ' n O - WAIT :�.+., - - o WIRE SUPPORT FENCE, ' :hr" c�==,� .. , ;.. „,„�.._. x r-- .<, ::..q aF H AREA 5 ) _ ,;Y r -_„' MILLS, SHORT ASSOCIATES, LLC. OTHER IMPERVIOUS A N/A 24 S.F.S F. (4. /o OFF SITE AND CAN BET., 21,23 ` ,?1.5 ` 21.57 21.ra r ' MAXIMUM SPACING WITHOUT K,tiv --- I,o uryc PERMANENTLY STABILIZED. ___... ---- r,;., �; _--- L _. .. \ 700 22ND PLACE, SUITE 2C WIRE SUPPORT FENCE CATV< 2110 VERO BEACH, FLORIDA 32960 SETBACKS: REQ'D PROPOSED kPOND EL OR WOOD sa w I- o FRONT YARD (S) 25' 25.49' T- 36" HIGH MAX. C7 = / 10' PUBLIC UTILITY & DRAINAGE EASEMENT (772) 226-7282 PONDING HEIGHT SIDE YARD (W) 7.5' 30.69' 0 A ^ 1722.0 -r 22.0 I SIDE YARD (E) 7.5' 21.58' HEIGHT os _ 2 0 '°X REAR YARD (N) 15' 48.53' w t0 N 22.16 / SURVEYOR: OW FLOW s 1 4' 22.6 17.25' 23:75 X� 15' B.S:L. X 22,08 GSS SURVEYING & MAPPING, LLC. z - � I 4620 LIPSCOMB STREET NE, SUITE 2 X6" TRENCH WITH PALM BAY, FLORIDA 32905 COMPACTED BACKFILL" MIN. DRAIN ROCK y, _ w G 0� (321) 914-3978 TRENCH DETAIL INSTALLATION WITHOUT TRENCHING SCALE: 1" 10 m � ii ,. e� 0 s' 10 20' Q`Pt� N PROJECT LEGEND: PARCEL LD.: = SILT FENCE INSTALLATION DETAIL - TYPE IV. o a �OQ \gyp 1301-611-0339-000-0 PROPOSED FINISHED GRADES I W HP =PROPOSED DRAINAGE PATTERN E:GALE: N.T.S. = HIGH POINT I PROJECT DATA: FLOOD ZONE: THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD N Y U) w� Zo N FD M to a 2 E U 0 LL N 9 > Cu J m a �s U N va QN 0 L ui w _ - m Cl) Cn 0 N M ra rn 0 LL ii a a J N N 04 N W m ZONING: M.E. = MATCH EXISTING Lij U 75' RADIUS_ .._.. _ SINGLE FAMILY (RS-4) 0 = DRAINAGE STRUCTURE Z 1t coo I r FROM WELL I o SURVEYORS NOTES: " a v a.3 M W 23.8 24.0 I 4.3 24.3 24.3 0 ,� Q LAND USE: 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. 2 � o 5.00 - 1050 PROPOSED 3'X3' CONC. PAD I I SINGLE FAMILY RESIDENCE DRAINAGE AND GRADING NOTES: 2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE a LL ca d GAL 'A EL. 24.96' ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. 22.69 SIT 5.4' 24 8 24.8 2$8 ` 21.58' LEGAL DESCRIPTION: 1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88. N 00 - ✓T 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF o 0 4 g 23.19 22 37 LOT 12, BLOCK 116, LAKEWOOD PARK UNIT 9, ACCORDING TO THE PLAT 2 ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE RECORD. � > 4.3 THEREOF RECORDED IN PLAT BOOK 11, BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. PAGE 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD (s) 27, 27A 27D, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, 3. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION AND SEPARATION. FLORIDA. Contains 0.27 acres MUM OF 6 I UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED. LOT 11 _ ( ) MINI NCHES WITHIN THE FIRST 10 FEET OF THE BUILDING. BLOCK 116 ^y�0 4. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL 5. THE CENTERLINIFOF SANTA CLARA BOULEVARD IS ASSUMED TO BEAR N 89"56'20" W AND ALL RESIDENCE cc b LOT 13 BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. OTHER BEAR!NGS ARE RELATIVE THERETO. FF EL.=24.34 F BLOCK 116 Sf`AC' UNABLE TO ACCESS I / _ R 22,p3 RESIDENCE 6. ALLRIGHTS-O-F-WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. v t 'f4s� 5. CONTRACTOR SHALL REVIEW PROPOSED GRADES ENSURE COMPATIBILITY YARD FOR SEPTIC / f - )r FF EL.=23.58 WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN. -' SEPTIC OUT 7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE OF RANGE REFERENCED TO U.S. SURVEY FEET, 6. THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITE 1 22.95 F - , = °""'" '••-3- ::�h : 24.8 23.8 STORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATER -` - --�",,,, � 8. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS I r �� -a ._ .' -_ . °• � � B SYSTEM. CONTRACTOR SHALL. NOTIFY ENGINEER, SHOULD THE ADJACENT W 1 ?2,45 24.3 7 x �- - 22.6 PROPERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHANGE BA4 D 1;PON'" �E PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO Fa p - "y PROPOSED 3'X3' C-1 NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING AND IS NOT INTENDED TO IMPLY O 24•.•�- a ' tt THE INTENT OF STORM WATER DESIGN: _R-� - ' , A!C CONC. PAD OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF n MO I j � ROp��O ,�� - .3' � CON^Crihd OR ANY OTHER JURISDICTIONAL DETERMINATION. •' STORMWATER POLLUTION AND EROSION CONTROL' t EL. - 25 O I �F( rCcO\ '" fit O NOTES 9. THiB SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS Z11 am v' . �' p` 11 -y)) ANC/OR ENTITIES NAMED HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS I = o 1. ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST. OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP APPLIES ONLY TO THE STANDARDS OF PRACTICE SETFO FORTH � - ", � o LUCIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE BY THE FLORIDA A BOARD PROFESSIONAL • f L! � �, , y � j �, u.} „. � x - .---_ -.. EROSION D DIMENT CONTROL. FP. S�. SUF VFYCRS AND MAPPERS IN CHARTER 5J17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO I r„, U) ".OSL .! - SECTION"472... � PL�R1Dr: STATUT - 0-1, _ US. THE CERTIFICATION IN NO WAY CONS+ITUTES NEITHER =r- = • Jl!\lam 2. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED AREAS. GUARANTY NOR WARRANTY TO ANY (OTHER INFORMATION NOT SHOWN HEREON. ADDITIONS, DELETiONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS % m SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF 04. _ r 3. ALL AREAS OUTSIDE OF SILT FENCING SHALL REMAIN UNDISTURBED. THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. 4. CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE 22.69 24.3 ! _ SODDED. 10. ELEVATION; SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 30.69' - 24.8 21,84 (NAVD 88). 24 Ilh'� 3 65' 5. CONTRACTOR SHALL FULLY SOD RETENTION AREA IMMEDIATELY AFTER a 26 B.S.L. CONSTRUCTING. 11. THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOW ARROWS IF SHOWN HEREON WERE c « 4.72 _ 23• ..._ 21.9' PROVIDED BY THE CLIENT. GSS SURVEYING & MAPPING, LLC TAKES NO RESPONSIBILITY FOR 6. ALL DISTURBED A SHALL OR T TION. TU AREA L BE SODDED PRIOR O PROJECT COMPLETION. THEIR CORRECTNESS. THE PROPOSED ELEVATIONS ARE SHOWN ONLY FOR THE D 23 05 CONVENIENCE OF THE CLIENT IN THE PERMITTING PROCESS THROUGH THE LOCAL o) /{ 234 \ ~ GOVERNING MUNICIPALITIES. PROPOSED �o/�,03g� of 16' CONC II o i DRIVEN 24.96 25.5't w REVIEWED FOR 00 1 q L `. 10.50' I PORCH 10.0' Z N J CODE COMPLIANCE CY)4 ;> 25.0 - ---- ----- ---- -- ----- ---- ---- --ta - ---- ---- --- ---- ---- -. ------ 25:0 ST. LUCIE COUNTY so 24.o r- 24.8- ---- ---- -- -- o-- ---- --- ---- ---- --- ---------- 24.0 BOCC 23.4 -- ---SLOPE--22-0�--L y oa 23.0 F--t44°kSLOI E -- -- -- - --- M=E= - I - - ---- ---- ---- ---- ---E 1. P. 23.0 D 21,62 -- --- ---- --- --- - -- - -- 22.0 N 89°56'20" is8o' 22 0 -- --- -------------- --- --- --- 22.0 ---- 21.o L--- 2E, 2,.36'' --- --- - E GRADE --- - ----- -1- ---- --- - --- ---- - - - 21.0 N 22,16 - 90.00 21.75 21.62 N O 4 4 SECTION A C) CATCH BASIN Q �U a w D TOP EL.=20.59 (NO SWALE) n SCALE 1"= 5' w I, L\ Z } o c 30.81t I w C d F�1EC 21.6't w 10.0' p O m S Q. F.F.E. = 25.3 m M a F.F.E. = 25.3 10.0' :0 26.0 - -24.8- '------------------------------------------------------ aa -- 1 aI O Il SIGN 26.0 - - p 24.8 ,- ---- ----- -- 25.0 --- ---- ---- ---- 24.3 4.1 MAX ---- --i -- --- --t 7°7 SLOPE 22;9t --- - ---- ----- ----- --=--------1 C=. .. 25.0 j 23.8 t 10% SLOPE 24.0 -- --o -- - -- -- - ---------- - - --- --1 M.E. Y q 22.00 .. 21;42 24.0 --------------- -- -----_--------- 23.0 1- -- @ 21,50 22.6t 23.6t t 9/o SLOPE ----_---___ -- M.E. -==r --__ --- -------- ------ 24.Ot _ _...__. - _... .. - 23.0 ---- ------------------- -= _-_ -_-- --- 22.0 --- ----- -- -- ------'----------- - ------ T __....... - - - SN&D ._..._... ; r - _ SN&D0 ----- - -- - ----- ---- -- --- - - EX. GRADE 22:0-------� c SITE BM-1 SITE BM-2 PROP. GRADE ----� 21.0---------------- ----- -- - -- ------ EL.=21.39 EL.=21.28 21.0'----- - .._ - ---- -- ------------------ _ T EX. GRADE SECTION C l�l Tt�L 2, �J SCALE 1 "= 5 m - - - - - - -- - - - -�-- - - �� SECTION B SCALE I"= 5' t � 21.53 �/�LEWA _ (7C PUBLIC R/W) 20 ± ASPHALT ROAD 211'Y - --_ - - --- -...__ .. _ .. _ _. 45.51t a0 WELLS ACROSS STREET OUT OF RANGE 24.96 ,o.o STOOP 10' DR/UT ESM'T a U) 26.0-------------- - ---------------------------- --- ------ ------I----------_-------126.0 t 5%SLOPE GRADE 243( --- PROP. 25.0 o r a W t9 /a SLOPE 25.0 24.0 ------' 24.0 24.8 ------------ --M Ea-=� -- 21.�iJt 1 na n 23. --- --- . _ - f,",...r'.,- ': :'•. :� '-.. -- ^- ,.,., .<.�. �- .,----------------------------- --- - - '�t�.. '�E _-------- - ---L-- 21.0----------- --- EX. GRADE ----------- 121.0 1 SECTION D _ SCALE 1 "= 5' w F uj � yy U j O 0) Q LO w w w U) U mw W yU) U ry m >I W Ery a 4 LL ^m J U) OIL > LL Wrrnx V a Y C L U Q Z U U > E a o = u- Q . _o Q a) zC (6 U � c cu U) w m C o m x 3 � x o PROD. NO. 19-1380.10 DATE 09.09.19 SHEET NO. C®1 SHEET 1 OF - 1 APR COVER SHEET lift, N GRP2 ELEV'A' - SHEET LIST Sheet Number- Sheet Name GRP2 0.1 SLAB PENETRATIONS ELEV'A' GRP2 0.3 PLUMBING & ISOMETRICS PLAN GRP2 0.4 PLUMBING & ISOMETRICS PLAN GRP2 1.1 FLOOR PLANS W GRP2 2.1 ELEVATIONS W GRP2 3:1 ROOF PLAN 'A' GRP2 4.1 SECTIONS ELEV W GRP2 5.1 INTERIOR ELEVATIONS GRP2 6.1 ELECTRICAL & FLOORING ELEV W STRUCTURAL DESIGN PAGES FOLLOW i i [GRP2 - ELEV 'A' - AREA Name Area HEATED 1ST FLOOR 1603 SF UNHEATED 1603 SF GARAGE1 387 SF PORCHI 28 SF UNDER ROOF 415 SF 2018 SFI GRP2 - ELEV 'A' (STUD) - AREA Name Area 1ST FLOOR 1544 SF 1544 SF Lu 371-$" 141-4" 3-0" 201-4" U ['771 w 4 H M O j— - OO 4 1 111Lu . II" a;4, 141-011,11 f.b 11 I Q el, ti _ 1. J A. — ui 4 j"I. " r � -� FRIG. f oC c 4 1NOOKUPS' I z n ch ll — t mmu 1 I u v � � n a 4 L0 C 1 � I w Z I Q I n, N Fj N REA iN D FOR H ,I 6 .,a1$' s"�� (� 19' 2" : CODEQ PLIANCY '' ST. LUCVIE COUNTY �- O Lu,. .- •i. q w c Q o 5'_1 2 16'-3" 13-9" 4'-31 19'-81' 6 z 37'-8" c Lu 2 JI r1Aln rl r1/IAI —11 114" = V-0° AT 22" X 34" LAYOUT 1/811= V-0" AT 11" X 17" LAYOUT 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC © 2017 d Lu CL r".., J �n Q � J � �- LJJ 0 ® UJ W Lam�—// co N \UJI i p Q N In L W CD u J 04 < cc U. PLAN # / ORIENTATION: 1612 H SERIES NAME: DIA UND PLAN NAME: FILE LAST REVISION DATE 2/19/19 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION DEC 18 2019 LLI /�yy,y / yyyy3 •' .c i y QT p11 * �• ' * J d9 "i �13 ii, i. i,,L pt �,71.X .P STONE VENEER DRYWALL OPENING WIDTH ' 2668 DOOR W/ TOP & BOTTOM LOUVERED AS NOTED ON PLAN, 6'-8" HDR HT: " - — --- — DOOR SQUA E FOOTAGE 16,67 SQ. FT. 7�--- BRICK VENEER — — — DOOR STYLES &RAILS -7.05 SQ. FT. 1 ROD & SHELF Q STUD WALL BELOW NOTE EXTERIOR WALLS FRAMED AT 16" 0 C INTERIOR NON- HEIGHT AND STUD SIZE AS NOTED BEARING WALLS FRAMED AT 24"O.C.REF TOSTRUCTURAL SHEETS LOUVERS 118'r 1r*9riX56n -1,02 SQ, FT. FOR BEARING WALL SPECIFICATIONS AND PLATE INFORMATION NE AIR/FLOW 8.60 SQ. FT VOLUME OF AIR CONDITIONED SPACE 12824 CUBIC FEET - 2 TABLE R302.6 Dwelling/Garage Separation Separatio0 Material From the residence andlattics 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(a) supporting floor -ceiling assemblies used for separation required by this section Not less than 1/2-inch gypsum board or equivalent WINDOW SCHEDULE MARK MANUFACTURER HEIGHT WIDTH U FACTOR SHGC GLASS TYPE WIND-BORNE FL PRODUCT APPROVAL# 3-0 5-0 SH PLY GEM 59.5" 35.5" 0.32 : ' 0.22 LOW-E ARGON SHUTTER FL.15076.2 2.0 3-0 SH PLY GEM 35 5" 23.511 0.32 0.22 LOW-E ARGON SHUTTER FL.15076.2 Ill 5'-91, 3'-611 6'-71' T-10" 8'-111 6-11" 3-0 5-0 SH 3-0 5-0 SH 2O30 SH 6' - 8" H.H. 6' • 8" H.H. 2/8 6/8 6 PNL 6' - 8" H,H. 0 0 4'-3 1/ KITCHEN � I 2X4 WALL, 341/2" H. WI 121•BI"x111•QII {1 1 12 COUNTER OVERHANG I 11 3 2 W,I,Ci 1/1; 4 RP25.11 FRIG GREAT ROOM 3 HOOKU S 17'•8"x141[.11 {i N I 4'-5 1/2" M __T-51/2" I ELECTRIC _ IF(RANGE, 2/6 6/8 N 711 32"X601, M TUB/SHOWER CCLo M 0 BATH 0. SUITE RP2 5.1 FLEX11 _ oO L �4' o" 13' 0" x 10' 0" CV � I,J M c 2/6 618 11'-1 1/2" 2'-31/2" 4' 1/2" 6-7 1/2" 2'-4 1/2" 10'-71/2" 2/6 6/8 I co . (2) 21'6 618 2/6618 I N �, �WIDHOOKUPS BED3 11 I CD BED 2 ( to 101011 x 10'•r' W O 10'9"x10'•0" 2166i8 u, CQ `o MECH /WATER\ HEATER CDa ti 2/6 6/8 7�ffg 2" 015 " 4'-2112" 4' 7112"3' 5" 5'-711 10'-71 /2" nev W Q N X� GRP25.1 �_ M m BA. 2 ' `n N�� 2/6 6/8 FOYER GARAGE BED 4 co 19,4, x 194" 10�•911 x 101.41� ESCAPE 2/6 6/8 3 O 6 8 ' 13'-711 o (V PORCH 3 0 5 O SH TEMP 16070 SECTIONAL 6' - 8" HA. 5'-1 ° 4" POST 6-101/2" 6-101/2" TAU. 16-0" 13'-9" 2' 1 1/2" 41-311 2' 1 1/2" 19'-8" 37141 TE OF U .'VAl ti ��til� 1 w 3300 BATTLEGROUND AVE. _ SUITE 230 GREENSBORO, NC 27410 PHONE:336-282-3606 _o w �— WJH, LLC © 2017 Q L�.�U/ z O Q 2 re - z GV LU cm?� M O N z Q 1-7 ' C1. o w H L.L. 0 o Z LO V a o � z M co Q J z O w U 0 m O M o �r M aLL o z o Q a v 'US p zW °- Z a FL H 3: &i w w N U co O N O Q CMC)U.) O 3 C> U _I CM Q W LL w PLAN'# / ORIENTATION: w °r_ w 1612/RH _ SERIES NAME: Q °- DIAMOND J Y 06 PLAN NAME: COPy GRP2 ELEV'A' - ATTIC VENTILATION CALCS 1/300 Ventilation Upper Lower Total Ridge Roof Soffit Required Max Upper Min Upper Ventilation Ventilation Ventilation Vent Vents Vents Area (sq. in.) (sq. in.) (sq. in.) (sq. in.) (sq. in.) (sq, in,) (In. ft.) (ea) (sq ft ) 2018 SF 968 775 484 500 480 980 0 10 80 CALCS BASED ON THE FOLLOWING VALUES: -Ridge Vents =15 in2 of net free area per linear foot -Roof Vents = 50 in2 of net free area per unit -Soffit Vents = 6 in2 of net free area per square foot SHINGLE ROOF SPECS SHINGLES TAMKO SYNTHETIC UNDERLAYMENT SHALL BE INSTALLED UNDER ASPHALT SHINGLES. ALL ASPHALT SHINGLES SHALL HAVE SELD- SEALING STRIPS OR BE INTERLOCKING AND COMPLY WITH ASTM D 225 OR D 3462, AND SHALL BE SECURED TO THE ROOF WITH NO LESS THAN 6 FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS PER SHNGLE TAB, AND SHALL IN NO CASSE BE FASTENED WITH LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURE. INSTALLATION SHALL COMPLY WITH MANUFACTURES REQUIREMENTS FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS DETERMINED BY ASTM D 3161. FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F 1667, AND SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS STEEL OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE (0.105') WITH A MINIMUM 3/8" DIAMETER HEAD SHANK AND SHALL BE A LENGTH TO PENTRATE THE SHEATHING THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM A 641, CLASS 1, OR EQUAL, AND SHALL BE CORROSION RESTITANT BY ELECTRO GALVANIZATION, MECHANICAL GALVANIZATION, HOT DIPPED GALVANIZATION OR SHALL BE MADE OF STAINLESS STEEL, NON-FERROUS METAL ROOF PLAN ELEV'A' I 118" =1'-0" AT 22" X 34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT APR 112D1q qjD ; StA I"I F'///1!lII1111��' N w z y J a Of w n � O O H Lu F— Q J W cc z O Q cf O LL z w 2 H O z Uj 0 w_ > w O z, Q z Q J z O W F— U elf O LL z J Q d Cn H 0 W Uj w a a J zl w J �'sns i mg mills III MOM 89E� . Gumnlibeed 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 W1H, LLC © 2017 a z Q Q� Lim rDC V 0 zt J O m j J Y � M Q J J L1- a t� L p Q O H O Z U W d z Q W w�l— FL Y co 0 N O QNo�O 1 O U _! N Q co U_ PLAN # / ORIENTATION 1612 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 3.1 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 floor -ceiling assemblies used for separation required by this section Not less than %-inch gypsum board or equivalent 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 WWDOWORDOORSILL components. Self -adhered membranes used as flashing shall comply MINIMALLY EXPANDING with AAMA 711. The flashingshall extend tote surface of the exterior wall finish. Approved corrosion °'f '"f'"" , u y°�" " pp � CAULKING POLYURETHANE FOAM OR resistant (lashings shall be installed at all of the following locations: APPROVEDCAULK 1. Exterior window and door o enin s. Flashin at exterior window and door o enin s shall extend to the LAP& TAPE WEATHERRESGTNE p 9 9 p 9 BARMERAT FONTS (UPPER WRAP WEATHER RESISTIVE surface of the exterior wall finish or to the water -resistive barrier for subsequent drainage Flashing at Mm Mom Uns Manqj. n u, .r,, BARRIER INTO OPENING &TAPE TO :.,..._A, ...,,.,AA ........,.,..- k flk- ,.:...:---A---- u-;..-.,:.aLk- :_u_,.., APR 11 ZU19 �`p111t11111//�2� vLL \� �4,• ��ceNsF,<iyc�� \ 77 o ; =N 73 sr pg !"�� W 6 30 FRIG. HOOKUPS z 1 KITCHEN 1 2 KITCHEN 2 3 KITCHEN 3 = 0 114" =1'-0" AT 11"X 17" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT 114" =1 °-0" AT I V X 17" LAYOUT �- W36 30 W3015 W24 30 RANGE HOOD FRIG. HOOKUPS 0 / Full B24 M rror 30"w X Mirror 60"w X 36"h 36"h 0 / 32"X60" TUB/SHOWER 1'-91/2 1'-71/4" 1'-71/4" 4'-31/2' ' 6-8 3/4" s I , 4 KITCHEN 4 5 BATH 2 6 OWNER BATH 114"=1'-0°' AT 11" X 17" LAYOUT 114" =1'-0" AT 11" X 17°° LAYOUT 114" =1' 0" AT 11" X 17" LAYOUT ✓��T�� p� IpA , ,,21V\ Q V\\� 101IAitov w 0 0 1-- 0 w a J W 0 Q 0 LL z Q Q w W 0 z V) Q _r Q J z 0 W U cr- CC 0 LL z Q J a v� F- a 32"X60" w TUB/SHOWER W w a a J 0 w J 2 More Home. Lm Moneg. Guarani 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 I` W1H, LLC © 2017 m Lo O J � M JLL J IL C) LU o Q ® Q �UJ ci z LA C0 oN o C„oL® U J C%4Q(0U- PLAN # / ORIENTATION: 1612 / RH SERIES NAME: DIAMOND LAST REVISION DATE 2/19/19 SHEET # ®1 r _ i I I it I I' I 1 112" VTR Jib 3" VTR 211 1 1/2" VTR J`✓ � TUB 3" I WC i 3" 2" 3" � TUB �� 2 LA.: 01Z t WC WIVI 3„ 2„ LAYS 2`' 3" 3" CO TO 4" SEPTIC LINE PLUMBING ISOMETRIC I �1/1'-0" AT 22" X 34" LAYOUT 118" = V-0" AT 11" X 17" LAYOUT I I AAV KS �S P. Sp r41�* N Digitally signed by Charles P 0� ��. . • • • • • • .< ♦� i Spelman ®°'`�.P••�`G E NI DN: cn=Charles P Spelman, ,�`► 00 Chad lic o=Printed copies of this document '"► .' v' '" are not considered signed and "• No 300 25 I 1 sealed and all SHIM authentication codes must be verified on any 7�C electronic copies., ou=This item has "C1 beo1T ectronicaIPy signed and +•�„ �j STATE OF .' � � rseati �:;,6 0*5pelmanusing i {J '. .` '4i'► # a SHA-1 aut ideation code., ♦ n email=cspelman@s`pelmanenginee �;�� •'• C 0 R �•`• � `ti*� Pei,,., ring.com, c=US �j® l> '• • .. • �d` I n Date: 2019.03.05 11:40:36-05'00' j00� `/Q N A `- � ,`♦r i w 37'-8" z J 141-4" 3-0" 1, 20'-4" --- U ALL PLUMBING TO BE IN ACCORDANCE WITH N FLORIDA BUILDING CODE 2017 RESIDENTIAL 0 o w . i— I! DW LI I w I ,.. O v 41 II n a t FRIG. 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SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC © 2017 V D 00 IF rra CQ ®®1 0 - > JO cM L.L. �— t) LLI ® ®CD 0 Q z LJJ IIl z � LLJ ;;Q- w F- p N O Y Q N oU-) 1 Ca U sl C'!e d to La - PLAN # / ORIENTATION: 1612 / R11 SERIES NAME: DIAMOND PLAN NAME: LAST REVISION ®ATE 2/19/19 ELECTRICAL LEGEND — WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES TV GARAGE DOOR OUTLET-110V OUTLET TV WALL LIGHT OPENER PREWIRE O SMOKE DETECTOR 0 CD OUTLET-110V H GROUND FAULT OUTLET - PHONE 18" LIGHT BAR OO FLUSH MOUNT SIC SMOKE DETECTOR/CO2 INTERRUPTER O OUTLET -110V COACH LIGHT BATHROOM GROUND FAULT INTERRUPTER SWITCH -SINGLE POLE FRONT DOOR Q SURFACE CAN LIGHT EllEXHAUST FAN . WATERPROOF ( 3 COACH LIGHT I I 1®Tf OUTLET 220V SWITCH 3 WAY REAR DOOR C 0 OPTIONAL FLUORESCENT �4 SWITCH - 4 WAY LDISCONNECT \\ FAN PREWIRE 1'X4' 2 LAMPS � SWITCH 8'-10" METER MAIN COMBO 150 AMP NE MA3R OR 200 AMP NEMA 3R F 200 AMP INSIDE PANEL I WIRE SCHEDULE 1 TO POWER CO. TRANSFORMER 2 #4 BARE COPPER 3 310 SER AL (FOR 150 AMP) OR 410 SER AL (FOR 200 AMP) PER NEC �— 1 2INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 el } I GRADE i TO POWER CO TRANSFORMER BOND TO FCUNDAT ION STEEL AS PER NEC 250.52(3) I BY UTILITY COMPANY CAL RISER DIAGRAM ELECTRI NOT TO SCALE o- / C PANEL SCHEDULE # # # DESC IPTION # 1 AHU WITH HEATER 50 AMP #6 1 2 RAN E 40AMP #8 2, 3 3 4 4 5 DRYER 30AMP #10 5 6 ACU 30AMP #10 6 7 7 8 8 9 WATER HEATER 30 AMP #10 9 10 WASHER 20AMP #12 � 10 11 12 DISHWASHER 20AMP #12 12 11 13 BATH GFCI 20AMP #12 13 14 SM APP #1 20AMP #12 j 14 15 GAR GFCI 15AMP #14 15 16 SM APP #2 20AMP #12 16 17 EXT GFCI 15AMP #14 17 18 HOOD/ / MICRO 20AMP #12 18 19 LTG-GAR-KIT-BATH-FOY 15AMP #14 19 ` 20 EF 20AMP #12 20 21 FAMILY 15AMP #14 21 22' OOK/ DR 20AMP #12 22- ' 23 MAST BED/ BATH 15AMP #14 23 24 PACE �r 24 ( I 25 I 27 BED 2/LOFT 15AMP #14 BED 3/ BATH 15AMP #14 25 27 26 28 PACE PACE 26 28 . 29 SPACE 29 30 SPACE 30 31 SPACE 31 32 SPACE 32 v Lu z v V) 0 w 2 c� 0 0 / ao 3 i I_I o — — ---- i-1- U . --Em ELECTRICAL -1 ST FLOOR - ELEV'A' 1 /4" = V-0" AT 22" X 34" LAYOUT 1/811= V-0" AT 11" X 17" LAYOUT cc z 0 2 of u- z w r 11-- 0 z 0 w 3 Lu H 0 z Q Q J 0 Lu GFI (WP) H U 0 LL Lu Lu d. cJ') H 0 w cc w Q a J Y 06 Sri � a i.`.,�! Mill .6i t MGM Honw. Lm Monvj.Guamnkmd. 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC ©2017 co Lu _- o of LL CL C) LLI LJ.J CL z ca i Q Q uu w �— �C e p u J cN4to® PLAN # / ORIENTATION; 1612 it RH SERIES NAME: DIAMOND PLAN NAME: 1=11 = OOPS' LAST REVISION DATE 2/19/19 SHEET # -- 2m J o 1 THE 5TRUGTURE 15 DE516NED TO BE 5ELF 5UPPORTIN5 AND 5TABLE AFTER THE BUILDIN6 15 FINI5HED AND ALL PLAN; DETAIL, AND NOTE 5PEGIFIGATION5 HAVE BEEN GOMPLETED. IT 15 THE GONTRAGTOW5 50LE RE5PON5113ILITY TO DETERMINE THE ERECTION PROGIEDURE5 AND 5EQUENGE TO IN5URE THE 5AFETY OF THE BUILDIN6 AND 1T5 COMPONENT5 DURIN6 CON5TRUGTION. THI5 INGLUDE5, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE%ARY 5HORIN6, 5HEETIN6, TEMPORARY BRAGIN6, GUYS, AND TIE-DOWN5. CONTRACTOR SHALL BE RE5PON51BLE FOR ALL 5HORIN6 AND BRAGIN6 REQUIRED TC STABILIZE AND PROTECT EXISTING AND ADJACENT 5TRUGTURE5 AND 5Y5TEM5 DURING GOUR5E OF DEMOLITION AND CON5TRUGTION OF THE PROJECT. LAIMAL BRACING IMETHODOL06Y • THE V400D FRAME 5TRUGTURE OF THI5 UNIT/MODEL 15 DE516NED TO RE515T LATERAL LOADIN65 A5 PERMITTED BY 5ECTION 4.3.5 OF THE 5PEGIAL DE51614 PROV1510N5 FOR WIND AND 5EI5MIG (5DPW5). MULHERN+KULP HA5 UTILIZED THE FORGE TRANSFER AROUND OPENINGS METHODOL06Y PER THE REQUREMENT5 5ET FORTH IN 5EGTION 4.35.2. A5 SUCH, HALLS WITH OPENINC75 ARE GON5IDERED A 51N6LE 5TRUGTURAL PANEL AND MAY NOT REQUIRE HOLDDOWNS ADJACENT TO EACH WINDOW/DOOR OPENING. • 5HEARWALL5 U5ED IN THE DE516N OF THE 5TRUGTURE ARE DE516NED TO RE515T BOTH 5HEAR AND UPLIFT, A5 PERMITTED THROUGH 5EGTION 4.4 OF THE 51)PW5. A5 5UGH, STUD GLIP5 ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE515T EXGE55 UPLIFT LOAD THAT HA5 NOT BEEN RE50LVED THROUGH THE EXTERIOR 5HEATHIN6 FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARWALL. 11;*T-�r NJ SECTION R318 - PROTECTION A6AIN5T TERMITE-5 TERMITE PROTEGT10N SHALL BE PROVIDED BY RE615TERED TERMITIGIDE5, INGLUDIN6 501L APPLIED PE5TIGIDE5, BAITIN6 5Y5TEM5, AND PE5TIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR U5E A5 A PREVENTATIVE TREATMENT TO NEW 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 BUILDIN6 DEPARTMENT BY THE LIGEN5ED PEST CONTROL COMPANY THAT GONTAIN5 THE FOLLOWING 5TATEMENT: "THE BUILDIN6 HA5 RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 51,15TERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAW5 E5TABL15HED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND GON5UMER 5ERVIGE5." SHEATHIN6 5FECIFICATIONS THI5 MODEL HA5 BEEN EN6INEERED TO RE515T LATERAL FORGES RESULTING FROM 160 MPH WIND SPEED, EXP. G R15K GATE60RY 11 4 5EI5MIG GATE60RIE5 A/B. ENGLO5ED, 0.18 INTERNAL PRE55URE GOEFF. ENGINEERED DE516N WA5 COMPLETED PER THE 6TH EDITION 2011 FLORIDA RESIDENTIAL 8 BUILDING CODES (5EGTION5 R301.1.3 (RE5.) $ I(90q (BUILDING)) $ A5GE -7-10 5TANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: 0 5HEATH ALL EXTERIOR WOOD FRAMED WALL5 w/ 1/I6" PLYWOOD OR 056 FASTENED W/ 2y2°X0.131" NAIL5 ® 6" O.G. ALON6 PANEL ED&E5 AND 12" O.G. IN THE PANEL FIELD. I. ALL 5HEATHIN6 PANELS SHALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO 5TU05) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2X HORIZONTAL BLOGKIN6 54ALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL ED6E5 4 E06E FA5TENIN6. 2. ALL 5TRUGTURAL PANEL5 ARE TO BE DIRECTLY APPLIED TO 5TUD FRAMING ® 16"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHIN6 SHALL BE GONTINUOU5 FULL HE16HT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 SHALL HAVE DOUBLE TOP PLATES FA5TENED TOGETHER w/ ?Pv2 xO.131" NAIL5 ® I6"ox- U5E (8) 3<'2"xO.131" NAIL5 @ EA. LAP 5PLIGE. (TYP. U.N.0) 5. LATERAL ANALY515 A550ME5 ALL INTERIOR SHEAR WALL5 AND EXTERIOR WALL5 ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 6. 5EE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL 6ON51'RUGTION REQUIREMENT5. 7. AI-L EXTERIOR �'_;,`. ,LS GON5IDERED A5 5HEAR WALL5. 8. WHERE PANELS n APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINT5 SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER5. ®®� INDIGATE5 LOCATION AND EXTENT OF 5HEA.RWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF 5TANDARD GON5TRUGTION 5YMBOL SHEAR PANEL 5PEG. O7/16" PLYWOOD OR 05B FA5TENED W 22"x0.131" NAIL5 @ 3" o.c. ALON6 PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 A55EMBLY. HOLD -®OWN SCHEDULE SYMBOL 5PEGIFIGATION HD-1 U5P HTT45 HOLDOWN* HD-2 U5P M5TC40 STRAP TIE (12" END LENGTH) 1-119-3 U5P M5TG(g6 STRAP TIE (12" END LENGTH) HD-4 U5P 5TA014 HOLDOWN *ALTERNATIVE TO 5TBI6 ANCHOR BOLT 5PEGIFIGATION; ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P 5PEGIFIGATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION W U5P GIA-6EL 1000 EPDXY 5Y5TEM PER MANUF. REGOMMENDATION5. PROVIDE W MIN. EMBEDMENT INTO CONCRETE. DO NOT, LOCATE EPDXY-5ET ANGHOR5 WITHIN I %-- OF FACE ON CONCRETE FOUNDATION WALL FOUNDATION • FOOTIN6 DE516N - 2,000 P5F ALLOWABLE 501L EENRIN6 PRE55URE 15 A55UMED. BUILDER/GONTRAGTOR MU5T VERIFY. • FA5TEN 2x4/6 51LL PLATE5 TO FND WITH A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAX. FROM PLATE ENDS - UTILIZING: • 1/2" DIA. ANCHOR BOLTS A 4'-0" o.c. WITH T' MIN. EMBEDMENT o GONG. • ALL ANCHOR BOLTS SHALL HAVE 3"x3"x0.22q" 5TEEL PLATE WA5HER5 UNLE55 NOTED OTHERN15E ON PLANS. • ALTERNATIVE5: • 1/2" DIA. X 6" LONG POWER5 WEDGE -BOLT+ ANGHOR5 o 4'-0" O.G. • 1/2" DIA. THREADED ROD (T' MIN. EMBED) A 4'-0" O.C,. UTILIZING HILTI HIT-HY-200 EPDXY 5Y5TEM • U5P FA4 ANCHOR 5TRAP5 o 4'-0" O.G. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ PERIMETER FOUNDATION 514ALL BE PRESERVATIVE TREATED 50UTHERN PINE #2. • BUILDER TO VERIFY GORRO510N-RE515TANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 315 CHAPTER 14 FOR 5TRUGTURAL PLAIN CONCRETE. CONCRETE SHALL ATTAIN THE FOLLOWING MIN. GOMPRE551VE 5TREN6TH5 IN 28 DAY5, U.N.O.: • f'c = 2,500 p51:....... FOOTIN65 4 INTERIOR 5LA135 ON GRADE 2,500 p51:....... 6ARA6E 4 EXTERIOR 5LAB5 ON GRADE • fy = 60,000 P51 • • AI-L CONCRETE EXPOSED TO THE WEATHER 5HALL NOT HAVE 1=9 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINC75 SHALL BEAR BELOW FR05T LINE. CONSULT SclII_ REPORT OR BUILDING DEPT. FOR MINIMUM DEPTH BELOW 6RAD1. • FOOTIN65 AND SLAB5 ON GRADE SHALL BEAR ON VIR61N 5011. OR q5% COMPACTED FILL. • PROVIDE CONTROL JOINT5 AT ALL IN51DE CORNER5 OF 51LAB ED6E5, AND OTHER LOGATION5 WHERE 5LAB GRAGK5 ARE LIKELY TO DEVELOP. • 5AW CUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE 5LAB (I" FOR A 4" 5LAB) • JOINT5 5HALL BE LOCATED A 10'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 A5 P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO • A RE615TERED WOOD TREATMENT TERMITIGIDE SHALL BE U5ED FC SUBTERRANEAN TERMITE PREVENTION, IN ACCORDANCE WITH THE LABEL DIREGTION5 FOR U5E AND THE F13G. • DIMEN5ION5 BY OTHER5, BUILDER TO VERIFY. 6ARA6E SLAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILL/VIR6IN 501L PORCH SLAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% COMPACTED FILLNIRC71N 501L SLAB ON GRADE 3 1/2" GONG. 51 AB W 6x6 WIAAA WWF (OR FIBEF' MESH ILO WWF) ON 6 MIL VAPOR i CARRIER ON 4" MIN. 6RANULAk FILL ON q5% COMPACTED FILL/VIR61N 501L FLOOR FRAMING • I-J015T5/TR1I55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JO15T/fRU55 5HOP DW65. SHALL BE 5UBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY FLOOR 5HEATHIN6 SHALL BE 23/32" CONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TON6UE AND 6ROOVE ED6E5, FA5TEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"x0.131" NAIL5 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE 5UPPORT5. ROOF FRAMING • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TP15 BC51 1-14 GUIDE TO GOOD PRACTICE FOR HANDLIN6, I145TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • FASTEN EAGH ROOF TRU55 TO TOP PLATE W/ U51? RTI6A I-URRIGANE CLIP (OR APPROVED EQUAL) o ALL BEARIN6 POINT5. CLIP5 M15T BE INSTALLED ON EXTERIOR FAGE OF EXTERIOR WALL5 OR THE SAME 51DE A5 THE 51 EAR WALL. 5HEATHIN6. • ALL ROOF 61RDER TRU55E5 AND FLU5H BEAMS WITHIN THE ROOF 5Y5TEM SHALL BE FASTENED TO THE DOUBLE TOP PLATE5 AND P05T SUPPORT W U517 MTWIb 61RDER TIE-DOL^M5 OR APPR. EQUAL (TYP. U.N.O.ON PLANS) • ROOF %HEATHIN6 SHALL BE T/Ib' MIN. 05B/PI.YWOOD 5HEATHIN6 2%, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBER5 w/ R-R5-01 (2-V5'x0.1l3" RIN6 514ANK) NAIL5 o 6" O.G. o PANFL E06B 4 ® 6' O.G. IN FIELD. PROVIDE 'H" 51YL.E CLIPS ALON6 UN5UPPORTL:0 ED6E5. FA5TEN 5HEATHIN6 TO 6ABLE END 4 DRA6 TR 65E5 w/ R5R5-01 NAIL5 o 3' O.G. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55ES SHALL EXTEND GONTINUOU51_Y UNDER ALL OVERFRAMIN6. • TRU56 ALL LAR6E VALLEY 5ET5. FASTEN EACH END TO TRU55 BELOW W U5P MTH12 AND (2) 3'x0.131" TOENAIL5 TO EACH TRU55 BETWEEN. FOR SMALL OR IRRE6ULAR AREA5 OF OVERFRAMIN6, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN6 o 24' O.G. FASTENED TO TRUE55 BELOW W U5P MTWI2 4 (2) 3"x0.131" TOENAILS EA. END (MAX. 4' LEN6TH BETWEN SUPPORT POINTS) • ALL METAL HAN6ER5 SHALL BE 5PE61FIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERWI5E NOTED. • ROOF TM)% SHOP DW65. 510U BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH 4 5HORT 5PAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMIN6 W(2) 3"x0.131" NAIL5 o Ib' O.G. • THE EXTERIOR CEILIN65 FOR THE ENTRIES AND PORCHES SHALL HAVEY2" EXTERIOR 6YP5UM BOARD. THE 6YP91M BOARD 514ALL BE ATTACHED TO ALL FRAMING MEMBERS WITH BLOCKING PROVIDED AT PERIMETER. THE 6YP5UM BOARD SHALL BE ATTACHED WITH TYPE "W" V4" DRYWALL 5GREW5 ® W O.G. IN FIELD AND ED6E5. GENERAL 5MOTURAL NOTES • PB16N 15 BASED ON: 6th EDITION (2011) FLORIDA 7ILDIN6 CODE. • WOOD FRAME EN6INEERIN5 15 BA5ED ON ND5, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATE5T EDITION. • DE51614 LOAD5: ROOF DEAD = -f P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (30 P5F ® 5LEEPIN6 AREAS) DEAD = 10 P5F (I-JO15T5 4 SOLID 5AWW (20 P5F ® TILE) LATERAL (SEE NOTES) 5EI5MIC (5EE NOTE5) 501L 5EE FOUNDATION NOTES (BUILDER TO VERIFY) 6ENFRAL FRAMING • ALL TYP. NAIL FASTENER REQUIREMENT5 ARE NOTED IN 5TA14DARD GONNEGTION5 TABLE (IRG TABLE R602.3(0) OR ON PLANS. ALL NAIL5 51PEGIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR CONNECTION. ALL HAN6ER NAIL5 SHALL BE INSTALLED PER MANUFAGTURER5 REQUIREMENT5 FOR MAX CHARTED CAPACITY. NOTE: HAN6ER5 U5E COMMON NAIL DIAMETER5 NOT TYPICAL FRAMING GUN NAIL5. • EXT. 4 INT. BR6 WALL5 SHALL BE 2x4 (UNLE55 NOTED OTHERWI5E ON PLAN) o 16" O.G. 5PF OR 5YP #2 6RADE LUMBER, OR BETTER, U.N.O. • WALL5 OVER T TALL SHALL BE PER PLAN • ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL_ MEMBERS SHALL t7E 5PRUGE-PINE-FIR #2 (5PF) OR 5OUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). ALL HEADERS HAVE BEEN DE516NED BASED ON CALCULATED LOADS 4 51ZFD AGGORDIN6LY. CODE TABLE-5 HAVE NOT BEEN U5ED. • ALL NON -BEARING INTERIOR 5TUD WALL5 SHALL BE GON5TRUGTED WITH 2x '5TUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX., U.N.0) HEADER5 IN NON -LOAD BEARIN6 LNALL5 5HALL BE: (1)2x4/6 FLAT 0 OPENIN65 UP TO 4', (2)2x4/6 FLAT UP TO 6. • ALL FRAMIN6 LUMBER SHALL BE DRIED TO 15% MG (KD-15). • EN61NEERFO LUMBER TO MEET OR EXCEED THE FOLLOWING: • 'L5L° - Fb=2325 psi; Fv=310 1951; E=1.55x10"b 195I • 'LVL' - Fb=2b00 psi; Fv=285 psi; E=2.Ox10A6 p51 • FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"x0.120' NAIL5 A 8" O/C OR 2 ROW5Y4"x3Y2" U5F WOOD 5GREW5 (OR 3)1;2" TRJ551-OK 5GREW5) A lb" 0/6. U5E A MINIMUM OF 3 ROWS FOR BEAM OEPTH5 OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOGA'1E TOP 4 BOTTOM NAIL5/5GREW5 2" FROM ED6E. SOLID 3Y2" OR 5y" BEAM5 ARE ACCEPTABLE. U5E 2 ROW5 OF NAIL5 FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" U5P WOOD 5GREW5 (OR 6 %" TRU55LOK 5GREW5) a Ib" GIG. U5E A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENING AT BOTH FAGE5 (ONE 51DE. ONLY FOR TRU55LOK 50REW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM ED6E. A 50LID T" BEAM 15 ACCEPTABLE. • ALL HEADER5 SHALL 13E 5UPPORTED BY (1)2x JACK STUD 4 (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TU05 SPECIFIED AT A SUPPORT INDIGATE5 THE NUMBER. OF JACK STUD-- REQUIRED, U.N.O.. • FOR STUD P05T 6ROUP5 SPECIFIED ON PLANS A5 (4),(5) OR (6), FASTEN PLY5 1,41(20' 0.131" NAIL5 o 6" O.G. OR (2)3"4.120" NAIL5 0) 4" O.G. (ALL PLY5, FULL HT. OF P05T) • PROVIDE 50LID BLOGKIN6 IN FLOOR 5Y5TEM UNDER ALL P05T5 GONTIN1,101,15 TO FND/BEARINS. BLOCKING TO MATCH P05T ABOVE. • FASTEN 2x WOOD PLATE5 TO TOP FLANGE OF STEEL BEAM5 WITH P.A.F.'s ('HILTI' X-GF PINS OR EQUAL) A 16" O.G. 5TA66ERED, OR 1/2" DIA. BOLT5 0 48" O.G. 5TA66ERED. • ALL EXTERIOR 4x4 WOODP05T5 SHALL HAVE U5P 644 GAP 4 PA44E BA5E, U.N.O. CONNECTION SPECIFICATIONS (TYP. U.N.0) DESCRIPTION OF BLDG. ELE=MENT 3'°x0.131" NAIL5 3"x0.120" NAIL5 -1015T TO 50LE PLATE (3) TOENAIL5 (3) TOENAIL5* 50LE PLATE TO J015T/BLK'6. NAIL5 A 4" o.c. NAIL5 0 4" o.c. STUD TO 50LE PLATE 2 TOENAIL5 (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2-NAIL5 3 NAIL5 RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAIL5 A b" o.c.* BLK'6. BTWN. JO15T5 TO TOP PL. (3) TOENAIL5 (3) TOENAIL5* DOUBLE STUD NAIL5 o 24" o.c. NAIL5 o Ib" o.c. DOUBLE TOP PLATE NAIL5 ® 24" o.c. NAIL5 o 16" ox. DOUBLE TOP PLATE LAP 5PLIGE NAIL5 IN LAPPED AREA II NAIL5 IN LAPPED AREA, TOP PLATE LAP o CORNER'5 4 INTER5EGTIN6 WALL5 r("2) NAIL5 (2) NAIL5 * 21/2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", 5AME 5PA61% OR NUMBER Ot NAIL5. (ONLY ACCEPTABLE WHERE: * ARE 5HOWN) J-1'1 i i 7�d11 seal: IG L41FR j T7 a �. :a © copyright : MULHERN & KULP Structural Engineenng, Inc, CD UNSM � W �z r CD W z ° w a a rcc It- a oc =_ r :2 m .5 a ° m 6 •� z m W N ® S c6cqq • y M uS LU d N rIIIIIIIIIIIIIIIF RIF M&K projed number: 1 95-19004 projectmgr: JSB drawn by: PAT issue date: 03-08- j 9 REVISIONS: date: initial: z 0. 2 U W L.] (.0Uj Q , - 1 t0 2 6 �i �` > 0 IM e ° rn aNU,I � < LL � .< � Z � ry 0Lmow � V oLO (0LL sheet: 717 IN r seal: SLAB FOUNDATION PLAN 5GALE: VS"=1'-0" O N li � O 'ATION A LEGEND • ® INTERIOR BEARING WALL • _ _ _ = BEARING WALL ABOVE • —.. — BEAM / HEADER • �''T:' :'t EXTENT OF OVERFRAMING • JL METAL HANGER • im e INDICATE-5 5HEARWALL • 1!�- INDIGATE5 HOLDOWN REFER TO 5-0.0 FOR TYPICAL STRUCTURAL. NOTES 4 SCHEDULES GARAGE SLAB 4" GONG. 5LA13 ON 4" MIN. GRANULAR FILL ON 15% GOMPAGTED FILL/VIR6IN 501L PORCH SLAB 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTEO FILL/VIRGIN 501L 5LAB ON GRADE 3 1/2" GONG. SLAB w/ 6xb N1AAA NNF (OR FIBER MESH ILO NNF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIRGIN 501L HOLD-DOWN SCHEDULE 5YMBOL 5PEGIFIGATION HD —I U5P HTT45 HOLDOWN* ® HD-2 U5P M5TG40 5TRAP TIE (12" END LENGTH) ® 140-3 U5P M5TC66 STRAP TIE (12" END LENGTH) ® HO-4 MP 5TA0I4 HOLDOWN *ALTERNATIVE TO 5TBIb ANGHOR BOLT 5PECIFIGATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P 5PECIFIGATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO GONGRETE FOUNDATION w/ U5P GIA—GEL 1000 EPO) Cy 5Y5TEM PER MANUF. REGOMMENDATION5. PROVIDE q" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOGAJE EPDXY —SET ANGHOR5 WITHIN I %" OF FACE ON GOW RETE FOUNDATION WALL GINFR/� *' 07 o: SY EOF01, ly p, © copyright: MULHERN & KULP Structural Engineering, Inc. CD z Z Jj �Uj Z CM +w a J N a E U � Q 2 C Y L— v N y =� 0° E a a. Jx _ 21 161.11 y m LU N C M a M&K projed number: 1 95- `f 900 project mgr: .JSE drawn by: PAT issue date: 03-0 .1 c REVISIONS: date: initial: 03111Aq PAT W z x W n 2 WO 0 1 2 IL J O Ld (0 z Q Y O N Z v--.Om� O Lo J Q N U J 'Q 1L Z 0°dLd NoU)x zq O w 0 pm0a. ,d,0�LL sheet: RIGHT HAND S I.0AwF I GI I I I I I GI I I I I I I N GI GI AI I GI (2)2x4 OR (2)2x4 OR (2)2x4 OR 5DL0 (2)2x4 OR 12" 056 HDR._ 12" 05B HDR._ - - 12" 058 HDR.- - - 12" 05B HDR. (SEE F/SD1.0) (SEE F/501.0) (5EE F/501.0) (5EE F/501.0) HO \ BELOW \ HIP 61RDER I MONO ROOF TRU55E5 24" O.G. / GI / (2)2x4 OR / I 12" 05B HDR. / (5EE F/501.0) Y A 24" O.G. \ TRU55E5 A 240 O.G. \ seal: APB 112MI o`\\ti6IIl1/////G. /� 07 4 ,y� r ,* 'r 411 ',75 ST ° aY /-MOTNOROOF XO�t°S - 24" O.G- BELOW ���i SfOTNAL / I _ Window S Door Allowable Wind Pre55ure5 160 MPH Wind Zone Exp G, R15k Gat 11, Endo5ed 0.18 Internal Pre55ure Goeff. OPENING SIZE INTERIOR ZONES END-LONE-5 3'-0" X 6'-8" DOOR AI +35.6 P5F/-38.8 P5F ®+35.6 P5F/-465 P5F 2'-0" X 5-0" WNDW BI +31.3 P5F/-40.5 P5F B2 +31.5 P5F/-4L1Ab P5F GI G2 31-0" X 5'-0" WNDW +365 P5F/-3q.6 P5F +365 P5F/-48.2 P5F DI D2 8'-0" X 1'-0" DOOR +332 P5F/-36.3 P5F +33.2 P5F/-41.1 P5F EI E2 16-0" X 1'-0" DOOR +31.1 P5F/-34.6 P5F +31.1 PW-38.6 P5F m 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 charted here cre 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. 101111111W © copyright : MULHERN & KULP Structural Engineering, Ina i aCD Z J� CD V z �' w a + J y Q a E Z 8 � A cm,a �Q �� �� Wy •�; 3: m E a >. .J Wo :2 � y J0 1' W � N cc C�Y1 G I SDLO N „ � I � i o 8 Q xi I GI �I / \ xa* ROOF 61RDER TRU55- - - (2)2x4 OR / MONO ROOF I 12" 05B HDR. / (5EE F/501.0) T U%E5 a I ROOF TRUSSES 24 O.G. I _ +s' o24110.6. \ \ I 4 n+t/ _ ni°/ \ _n+t'/ +t/ v.n HD - - --HD210-21F BELOW HANGER (2)2x10 5DL0 DROPPED _ 4x4 P.T. P05T W/ U5P G44 GAP k PA44E BASE (OR APPROVED ALT) (TYP. OF 2) (2)2x12 GONT. FULL WIDTH OF PORTAL p - F2---- .OW (2)2x10 DROPPED FA�TENED TO WALL W/ U5P 1-10210- IF HANGER ,IF FRAME ( DETAIL 1/5192.0) R00� FRAMING PLAN ELEVATION A • ® INTERIOR BEARIN6 WALL • c = _ _ BEARING WALL ABOVE • - . • - BEAM / HEADER • 17:7 T77:7 EXTENT OF OVERFRAMIN6 • JL METAL HANGER • _ o - INDIGATE5 5HEARWALL • � INDICATE-5 HOLDOWN REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 5CHEOULES CONNECTION SPECIFICATIONS (TYP. U.N.0) CONNECTION TYPE CONNECTOR UPLIFT GAP. FA5TENIN6 TRU55 TO DBL TOP PLATE OR BM. U5P RTIbA 1160# (q) z X0.148" TO TRU55, (6) I14"X0.148" TO PLATE GIRDER TR)% TO P05T U5P MTWI6 100 (14) "X0.148' FLU51-1 BM. TO P05T U5P MT1^ib I 14 "X0.148' VALLEY TRU55 TO BA5E TRU55 U5P W1112 I (14) 2"X0.148' 5TIGK-BUILT OVERFRAMIN6 U5P RTR12 1005# (14) 2.X0.148' PORCH M TO P05T P 1000# (6) 2"X0.162" STUD TO 50LE PLATE U5P RTl 4q5# (5) 112"X0.131" TOP OR 5OLE PLATE TO 5TUD U5P RTl 4q5# ) z X0.131' HOLD-DOWN SCHEDULE SYMBOL 5PEGIFIGATION HO-1 U5P HTT45 HOLDOWN* HD-2 U5P M5TG40 5TRAP TIE (12" END LENGTH) ® HD-3 U51? M5TG66 STRAP TIE (12" END LENGTH) V HD-4 U5P 5TAP14 HOLDOWN *6LMKNATIVE TO 5TBI6 ANCHOR BOLT 5PEGIFIGATION: ANCHOR HOLDOWN UTILIZIN6 THREADED ROD (REFER TO U5P yPE( IFIGATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO 'CONCRETE FOUNDATION w/ U5P GIA-GEL 1000 EPDXY 5Y5TEM PER MANUF. REGOMMENDATION5. PROVIDE W MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANGHOR5 WITHIN 1 %" OF FACE ON GON(-RETE FOUNDATION WALL INK project number: 1 95-19004 projedmgr JSB drawn by: PAT issue date: 03-08-19 REVISIONS: date: initial: 03AIAq PAT W 'zMr UQ 1� Ld ) 2 Lij 0 Q I Z 0. (9 rid 0 2 z N o o T V- m ,-- V a U J z_ dJ� r� ,J N O f- L .. I N o z cn V or' 0 z'JW mon LL �0 Ln CO Lt, sheet: RIGHT HAND S2.0AwF" 6TEN EVERY OTHER 2x EXT. WALL LID TO 51H PLATE (5EE FLAW TH i RT 1 (ONLY I Ye' FULL DEPTH 055 BLOGKIN5 :QD IN 150 MPH WIND 24'o.C. ALONG WALL i BAY ONLY) EED OR GREATER) FASTEN SHEATHING TO EA. BLOCK w/ (b) #8 5G OR (5)8d NAILS. FASTEN ROOF TRU55 TO 5HT6. SPLIGE -� TOP PLATE OF WALL w/ V5P' RT16A CLIP (MIST GABLE END BE INSTALLED ON 1TH 0 SHEATHED WITH OSB. I Ye" 055 RIM - X EXTERIOR FACE OF PROVIDE 2x4 BLOGKING JOIST EXTERIOR WALLS) d 48" O.G. IN FIRST (3) BAY5 (3) 3"XO.120' (MIN) OF ROOF TRU55E5-GUT TO 5HTI SPLICE--� TOENAILS FASTEN BOTTOM CHORD OFFIT TIGHT BETWEEN TRUSS 11i MAX. 6ABLE END TRUSS TO DBL. I -JOISTS (SEE PLAN) HEEL HT. FASTEN EVERY OTHER TOP PLATE w/ U5P MPAI (PARALLEL TO EXT. WAWSTUD O Ib O.G. EXT.WALL TO DEL. TOP CLIPS O 3b'o.c.2x4 5PF OR 5YP #2 PLATE WITH L15P RTI FASTEN DRYWALL TO 6RA,DE LUMBER, OR (ONLY REOV IN I50 MPH2x4 O Ib" O.G. EXT. WALLBLOGKIN6 w/5GREW5 2x EXT. WALL BETTER, U.N.O.ON PLAN W1 SPEED 5PF BR SYP #2 GRADE /NAILS ® 6" O.G. (SEE PLAW GREATER) E LUMPORBE� U.N.O. ON PLANV4130ii TYPICAL SHEAR TRANSFER DETAIL STUD TO SILL PLATE WITH LISP RTT (ONLY 2x4 O 16" O.G. EXT. WALL REQ'D IN 150 MPH WIND SPEED OR GREATER) 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. 2x P.T. SILL PLATE ON PLAN (5EE PLAN) FASTEN WALL 5HEATHIN6 TO GARAGE 5LAB SILL PLATE W/ (SEE LA 2 3/5" X 0.113" NAILS O 3" O.G., UNO. °, III=I II IIGRADE I IPI=1 _- III_ .. YDI BY A. A. w/ 3'0"1 STEEL. PLATE WASHER O — = 4'1 O.G. MAX., U.N.O. REINFORGEMENT 5EE DTL I/FDI.O TYPICAL SHEAR TRANSFER DETAIL —EXTERIOR 6ARA6E_ WALL 11 9GAL6 9✓4'■WO' FASTEN STAIR 5TRINGER5 TO J015T w. i L5501 HANGER. (ALT... AG9 CLIP ON EA. 51DE OF 5TRINCER OR L.5268) 0 END J015T (5EE PLANS) FILL WEB w/ 05B ® STAIRS (SEE MANUF. TYP. DETAILS) PROVIDE MIN. 4 - (2)2x12 5YP #2 CUT 5TRIMER5 SPAGED EQUALLY APART I; II'-0' MAX. - TYPICAL STAIR ELEVATION A 9G/iL't 9/4'•I�O' N II TYPICAL 6ABLE END BRAGIN6 DETAIL 9/Wel" ' TYPICAL SECTION OVEKGUT x 9GAL6 9/4'■I'-0' R5 FASTEN FLOOR 5TRIN5ER TO FLOOR w/ (4) 0.131"x3" TOENAILS -PROVIDE BLOCKING IN FLOOR A5 NEEDED d FASTEN DOWN TO SLAB w/ (2) Y4"X%" TAPCON5 ® 16" O.G. aw TYPICAL SHEAR TRANSFER DETAIL 5f BATT OR BLOWN — \ IN50LATION PER ARCH FIBER6LA55 5HIN6LE5 OR TILE ROOF PER ARCH APA RATED 5TRUGTURAL 5HEATHIN5 -5EE NOTE5 NOTE: COORDINATE 5OFFIT OVERHANGS WITH ARCH AND TRU55 MANUF. DRAWIN65 WALL 5HEATHIN6 (NOMINIALY2' THICK 056 OR EQUAL), HOUSE WRAP, VAPOR BARRIER, VINYL 510IN6 (PER ELEV. PRANIN65 t PRODUCT APPROVAL SHEET) -5EE ARCH PLANS FOR COMPLETE INFO. - 5TAIRWAY GON5TRUGTION AND HANDRAIL TO CONFORM TO THE 2011 FBG. bTH ED. 5EGTION 13311.1: RUN 5HEATHIN6 CONTINUOUS ACROSS FLOOR d FASTEN TO TOP/BOTTOM OF 05B RIM 3 WALL PLATE 5PLIGE5 w/ 2Va"x0.113" NAILS 0 3" O.G. - SPLICE 5HEATHIN6 HALFWAY ONTO 50LE PLATE ABOVE AND TOP PLATE BELOW (A5 51 - PROVIDE HORIZ. BLBGKIN6 PANEL EPCE5 (IF REQUIRED) PER 2011 FBC. (9TH ED. R103.1.2.1 : 5OFFIT5 AND THEIR ATTAGHMENT5 SHALL BE CAPABLE OF RE515TIN6 WIND LOAD5 5PEGIFIED 1N TABLE5 R301.2(2) AND R301.2(3) FOR WALL5 U51N6 AN EFFECTIVE WIND AREA OF 10 SQUARE FEET. GEILIN6 BOARD -5EE ARCH DRYWALL -5EE ARCH 2x4 O 16' O.G. EXT. WALL 5PF OR 5YP #2 GRADE LIMBER, OR BETTER, U.N.O. ON PLAN REFER TO 5D1.0 FOR MORE INFORMATION NOT SHOWN. DOUBLE TOP PLATE 2x4 O 16" O.G. EXT. WALL 5PF OR SYP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN 5HT6.5PLIGE I Ye" 05B RIM —� J015T 5HT6. SPLICE -- I— I-J015T5 SEE PLAN (PERP. TO EXT. WAW FASTEN TO WALL PLATE w/ (3) 3"xO.131' TOENAILS OR (3) 3"xO.120" TOENAILS 2x4 O I6" O.G. EXT. WALL 5PF OR SYP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS ® EXTERIOR WALL G CONTINUOU5 050 RIP — BVER FULL LENGTH OF HEADER FASTENED TO DEL. TOP PLATE, TRIMMER t STUDS w/ 2 %@xO.113' NAILS O 3' O.G. CRIPPLE STUDS LOVER TRIMMER JACK E KING 5TUD5 I I I BEYOND I SECTION VIEW GONTINUOU5 05B RIP — OVER FULL LENGTH OF HEADER FASTENED TO DBE. TOP PLATE, TRIMMER E 5TUD5 w/ 2 % x0.113" NAILS O 3' O.G. KING STUD JACK 5TUL MIN, (2)2X4 JAGKS (5EE PLANS) -REFER TO 50.0 FOR TYP CAGTCAIIAIG /'/lAlAl 2xb 12 5PF' WOOD JAMB i Y2' DIA. x 5" LAG REW5 w/ 2" k5HER5. EQUALLY AGED OVER FULL 16HT OF DOOR BUCK. 5EGTION VIEW TYPICAL 6ARAISE DOOR IyJ ELEVATION VIEW 0 STUD J9 5TREN5TH Ax15 (LONG DIRECTION OF 4xb SHEET) TO RUN X PARALLEL TO DEL. TOP PLATE seal: G. 4 *. �1 ST F 4U ; 0 [U .a © copyright : MULHERN & KULP A/ Structural Engineering, Inc. 1.�1. CD z JW LLJ N �3 9 w a J Q a E H TWy 9� Jz W 2 Co CA C n M IV M&K project number: 195-1900/ projectmgr: ,JSE drawn by: PAT issue date: 03-08-1 C REVISIONS: date: initial: 03AIACI PAT n 2 HANDRAILS: (SEE PLAN SPECS) J O HANDRAILS 5HALL BE PROVIDED ON AT LEAST ONE 51DE OF EACH STUDS FASTENED TQ � AT HORIZONTAL � [J ] (� GONTINUOU5 RUN OF TREAD5 OR 5EE ENERGY GALG5 TYP. RILL PLATE: FLAT BIND, PROVIDE LL FOR IN50LATION REFER TO PPLLAATE PLATE (2) 35x0.131' -HEADER FLAT BLOCKING AT ALL I J� FLIGHT WITH FOUR OR MORE REQUIREMENTS PER FOUNDATION DETAIL5 END HAILS OR TOENAILS. (5EE PLAN5 U�IA�PORTED PANEL O RISERS. HANDRAIL HEIGHT, CLIPS ONLY REQUIRED FOR SIZE) EDGES (`# PLAN SPECS) 1 LY MEA5URED VERTICALLY FROM THE ARCH REFER TO SLAB: NHERE SPEGIFIGA SPECS) __ O 5LBPED PLANE ADJOININ6 THE FLA5HIN6 d Norm ( PLAN SPECS) AOPESTANDARD IN5, PROVIDE 1(1() TREAD NBSIN6, OR FIN15H SILL 5EALER FOUNDATION DETAIL5 ALL EXTERIOR WALLS KING STUD + 0) JACK ^ i 5URFAGE OF RAMP 5LOPE, SHALL PER ARCH (FDI.0) ff PLAN SHALL BE SWATHED W1TH STUD EACH SIDE N.N.O. � N O m +— BE NOT LE55 THAN 34" AND NOT - FULL PAW-1-5 IN VERT. — ON PLANS) MORE THAN 38". HANDRAILS : ° OR HIORIZ. ORIENTATION n Ln d� z A5 INDICATED WITH `Y O d ADJACENT TB A WALL SHALL 7- GRADE °u NAILING A5 SPECIFIED ON NOTE PLATE AIL PLANS, ry IL < bi HAVE A 5PAGE OF NOT LE55 THAN z11,_ =—III �a III -I 1= TYPICAL NOTES ANDNOTES BLS FOR I.�, a > U tY2° BETWEEN THE WALL AND THE I -I 1 I-11 III- PLANS (5EE PLAN SPECS) 7 12 WIDE GONG. 4 ANCHORAGE t HANDRAILS. N p o S I— I t TRENCH FBBTING CONNECTIONS) L- (� d —1 — v 5TRAPPI% AND BLOGKIN6 AT sHEARNAu HA5 eF�t DE51GtED A5 rt � V- R302.1 UNDER -STAIR PROTECTION: WINDOW CORNERS � DETAIL CONnN OI,6i 5HEATHED PANEL VIA FORCE U ENCLOSED AGGE551BLE 5PAGE 86) ONLY REQUIRED P#fRE TRANSFER AROUND OPENIN65 (FrAO) U O z W UNDER A 5TARIWAY SHALL BE (2) #5 BAR GONT. 5PEGIFIGALLY GALLED our ON METHODOLOGY - HOLD DOPM ARE ONLY ] I < U PROTECTED WITHY2" 6YP. BOARD. LONGITUDINAL REINF. PLAN ( PLAN SPECS) PLANII� PI SPECS) SPECIFICALLY NOTED ON 'Z q W w/ 3" MIN. COVER ff MIN. 38 LAP 5PLIGE O 0� O �- P�' I'llo �(TYP.) TYPICAL EXTERIOR WALL SHEATHINGli TYPICAL 2-STORY WALL SECTION E EVATION DETAILm"" �� Bsheet: SCALE: N.T.S. GSCALE SD 1.0*l i� I -JOISTS (5EE PLAN) 2x4 O 16' O.G. EXT. WALL 5PF OR 5YP #2 6RADE LUMBER, OR BETTER, U.N.O. ON PLAN DOUBLE TOP PLATE (5EE PLAN SPECS) SHEATHING EDGE NAILING (5EE PLAN SPECS) 5HEATHIN6 FIELD NAILING 4 r 4 r 0 I N .I o PONY WALL MAX. HT.: - =1'-TY,' Wl LISP M5TC66 =2-1I' W/ LISP KST212 PONY WALL MAX. HT.: - =I'-TYz' w/ LISP M51rC66 =2'-II' w/ L15P K5T212 (3) KING STUDS — -51NSLE KING STUD ONLY IF 4 FT (MIN) SOLID RETURN WALL PROVIDED IN PLAN I \-3'xIP4 MIN. HEADER SEE PLAN. (2) 2x4 - HEADER TO BE LOCATED AT TOP OF OPENING FASTEN 5/6. MIN. THICKNESS WOOD STRIJOR)RAL PANEL 5FEATHIN6 TO HEADER WITH 714'x0.131' NAILS IN 3' 6RID PATTERN A5 51-11OWN AND 3' O.G. IN ALL FRAMIN6 (511.105 4 SILLS) TYP. IF PANEL SPLICE 15 NEEDED IT 5HALL OGG1R WITHIN 24, OF MID-NEI6HT. 13LOGKIN6 15 REQUIRED. IF 2x BLOGKIN6 15 USED IT MU5T BE 511TCH NAILED WITH ONE ROW OF'Y4'x0.148' AT 3' O.G. MINP41M MIN. (2) 2x4 U5P STA014 HOLDOM STRAP (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) OR U5P 14TT45 HOLDONM. INSTALLED PER MANJFAGTURER 5PECIFIGATION5. MIN. 3'X3'XYa' PLATE WA5HER ONE 5/b DIA. ANCHOR BOLT WITH T' MIN. EMBEDMENT INTO GONG. A ------1- ONE #4 BAR TOP AND BOTTOM OF FOOTIN6. LAP BARS 15" MIN. \-3'xIV4 MIN. HEADER SEE PLAN. - HEADER TO BE LOCATED AT TCP OF OPENING FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF %4'x0.148' NAILS 0 3' O.G. F A5 REQ'D 23 LISP STRAP SPEC BASED ON PONY WALL FE169 *4 x0.148' zF -M5TG66 STRAP w/ 33' END NAILS IN (2) LENGTH FOR I'- I Y,' MAX HT. ROW5 o 3'O.G. or KST-12 STRAP w/ 36' END p LENGTH FOR 2'-m MAX HT. (zj -STRAP CENTERED o BOTTOM OF HEADER - LOGATE ON INSIDE FACE OF WALL. X6' 05B OR)4' PLYWOOD SHEATHING, CONTINUOUS FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED SPLICE AREA. WALL FRAMIN5 5PEGIFIGATION: 02x4 WALL: USE HF #2 GRADE STUDS (OR BETTER) o2x6 WAIL: USE SPF STUD' GRADE STUDS (OR BETTER) `— U5P STRAP SPEC BASED ON PONY WALL FEI6HIT JACK 415TC66 STRAP W/ 33' END LENGTH FOR I'-1Yz 5TUD MAX HT. or K5T-12 STRAP w/ 36' END LENGTH FOR 2 =11' MAX HT. -STRAP CENTERED o BOTTOM OF HEADER - LOCATE ON IN51DE FACE OF WALL. DM. JACK STUD (MIN) AWN' NAIL o 6' O.G. IN ALL PANEL EDGES 31'4"x0.148' NOT PART OF NAILS AT BLOCKIN6 A5 REQ'D PORTAL FRAM 12' O.G. 50AL: N.T.5. t 5/b DIA. ANCHOR BOLT WITH T' MIN. EMBEDI GONG. AND 3'X3'X)4' PLATE WA5HER, TYP. INSIDE ELEVATION INTO O W-W Ilk No 0713 W! � a 1J, Ful La V FA5TEN ROOF 5HEAn TO DRAG TRL55 W/ 23/e'xO.lI3" NAILS 0 3" O.G. DRAG TRU55 (5EE PLAN FOR DESIGN 5HEAR CAPACITY) 2x INTERIOR — SHEAR WALL - SEE PLAN 4 5PECIFICATION5 FASTEN BOTTOM CHORD OF DRAG TRU55 TO DBL. TOP PLATE W/ LISP MPAI CLIPS (5EE PLAN5 FOR 5PACI%) INTERIOR DRA6 TRUSS DETAIL W" 0/4'11I'-W LETTERED DETAIL5 ARE TYPIGAL FOR TH15 HOME � 5HALL BE IMPLEMENTED IN ALL APPLIGABLE AREA5. THE5E DETAIL5 ARE NOT "GUT" ON THE PLAN5. NUMBERED DETAIL5 ARE PLAN 5PEGIFIG AND ARE ONLY REQUIRED WHERE 5PEGIFIGALLY INDIGATED ("GUT") ON THE PLAN5. APR 112019 seal: 1 1 I1 1 1 I 5 `\G. PR / / g3 , ST OF '0. V /✓/�i��sS�oNAL ��G�>` //1t111t44\� © copyright : MULHERN & KULP Structural Engineering, Inc. M&K project number: 1 95-190( projectmgr: JSB drawn by: PAT issuedate: 03-08- 1 9 REVISIONS: date: initial: 03/II/19 PAT w Z� a w0 4 ILE k;tiit: Q. ii J O W W 0 0Ld 0 m ,- n x 0) 0 rro, --tUJ z d N H U. .� �Od Li (Z 0000 LLI 11 -1 CO U_ sheet: SD2.OmF a` TYP. 5HT'6 TO SILL PLATE GONN.: FA5TEN WALL 5HEATHIN6 TO 51LL PLATE W/ 2 3/8" X 0.113" NAILS 3" O.G., U.N.O. ..d CZ GRADE zJa —_ —III ;� IIIIiiI II N�oS Ill�lllllllll �.. 2x P.T. PLATE w/Y21 DIA. x T LONG A.B. ® 4'-0" O.G. (U.N.0) w/ 3"X3"X0.22q" STEEL PLATE WA5HER5. TYP. SILL PLATE TYP. SILL PLATE PROVIDE MIN. (2) PER PLATE 5E6MENT, -5EE DTL I/FDI.O -5EE DTL I/FDI.O MIN. 12" FROM 5E6MENT END5 ID z TYP. SIt LAB ON GRADE: Fy X j— TYP. SLAB: TYP. PORCH SLAB: SLAB ON GRADE 3 1/2" GONG. SLAB wl bxb > `t WI.4xl.4 WWF (OR FIBER ME5H ILO WWF) ON b MIL VAPOR z BARRIER ON 4" MIN. II GRANULAR FILL ON q5% GRADE COMPACTED FILL/VIR6IN 501E z _ =III I , ,I •12" WIDE GONG. X Q (— TRENCH FOOTING N O =1 (2) #5 BAR GONT. LON61TUD1NAL REINF. w/ 3" MIN. COVER $ MIN. 38" LAP SPLICE TYPICAL SLAB ON GRADE (TYP.) PERIMETER I SCALE: i' GARAGE INTERIOR 6ARA6E 5LAB -5EE DTL I/FDI.O �j z TYP. 51LL PLATE -5EE DTL I/FDI.O SLAB ON GRADE -5EE DTL I/FIXO d. d Y � ° d f • 8 Q I I —III —I I I— IIIIIIIIIII d ° III III —I d° PLAIN GONG. THICKENED SLAB 12"W (5EE PLAN FOR SIZE) CENTER FT6. ON WALL ABOVE " TYPICAL THICKENED SLAB INTERIOR 6ARAc5E WALL Q" SCALE: 3/8"=1'-O" r r d- F` O I CV O � 4 GONG. 5LAB ON 4 MIN. GRANULAR FILL ON 15% GOMPAGTED FILL/VIR61N 501L 12" WIDE GONG. TRENCH FOOTING REINFORCEMENT -SEE DTL I/FDI,O TYPICAL SLAB ON GRADE SCALE: 4" GONG. 5LAP ON 4" MIN. GRANULAR Fii L ON q5% OL COMPACTED FILL/VI91,6114 501L e ¢ BUILDER TO PROVIDE 150LATION JOINT FLOATING PORCH 5LAB TYPICAL SLAB ON 6RADE SCALE: INTERIOR BEARING WALL/5HEAR WALL. � II TTM PLATE SLAB ON GRADE W HILTIX-GP 2 Pb -5EE FND. PLAN PINS OR EQUAL ® 36" GRADE o�. III d d d4. _ I ° _III„II II °'4. PLAIN GONG. 12 W THICKENED 5LAB I -O„ (5EE PLAN FOR 51ZE) TYPICAL THICKENED SLAB ® INTERIOR BEARING WALL SCALE: N.T.S. LETTERED DETAIL5 ARE TYPICAL FOR TH15 HOME 4 5HALL BE IMPLEMENTED IN ALL APPLIGABLE AREAS. THE5E DETAIL5 ARE NOT "GUT" ON THE PLAN5. NUMBERED DETAILS ARE PLAN 5PEGIFIG AND ARE ONLY REOUIRED HHERE SPEGIFIGALLY INDIGATED ("GUT") ON THE PLAN5. TYPICAL SLAB ON GRADE SCALE: GUT EVERY OTHER WIRE OF W.W.F. CONTROL JOINT — 15' MAX BETWEEN TYPICAL CONTROL A SCALE: 3/V=l'-O" -5EE DTL I/FDI.O 12" WIDE GONG. TRENCH FOOTING REINFORCEMENT -SEE DTL I/FDI.O TYP. SILL PLATE BEYOND -5EE DTL I/FDI.O 6ARA6E SLAB -5EE DTL I/FDI.O 12" WIDE GONG. TRENCH FOOTING REINFORCEMENT -5EE DTL I/FDI.O I" DEEP 5AW GUT CONTROL JOINT WITHIN 24 HOUR5 OF POUR MID -WAY INTO 5LAB -LOCATE JOINTS ® 5LAB CORNERS 4 OTHER AREA5 WHERE GRAGK5 ARE LIKELY TO OCCUR SLAB ON GRADE I -5EE FIND. PLAN LOCATE ®IO' TO IS' o.c. OR CORNERS WHERE ( RACKS LIKELY TO DEVELOP seal: G. a\oo -C- N g '' .7 4 i r as s fie; © copyright : MULHERN & KULP Structural Engineering, Inc. 0 cD Z JF= w z z c� z +W J N Q a cc E � I U A a C Y F v m W g J m =a aE Jz �= 2 p o 5y m `Jai C Cm n IV M&K project number: 195-190, project mgr: J S 8 drawn by: PAT issue date: 03-08-1 9 REVISIONS: date: initial: 03/111 PAT W� vl U W o F•-.I ROOF TRU55E5 Q -5EE 1/5DID U51P C44 GAP (INSTALLED PER Q t - MANIFAGTURER REQUIREMENTS) O 4x4 PRE55L RE TREATED WOOD T , T r— P05T w/FIN15HE5 PER W z ARGH/BUILDER USP PA44E BASE (INSTALLED PER MANUFAGTURER REQUIREMENTS) O r TYP. PORCH 5L AB r (� O LIB GRADE _ —— -5EE 3/FDI O O d -III- i I III -III i J U 1 l l l l I I• III-III=1 I- GOMPALT19? d d N d BACKFILL 12"xl2" 150LATED GONG. V 0 Q U PIER FOOTING UNDER P05T iL— I -PER PLAN 0 W FILE COPY Z 41LU TYPICAL PORCH COLUMN O QmO OIL CONNECTION DETAIL LL � (0 U. B SCALE: NONE SLAB ON GRADE sheet: FDI e0F MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING 300 Brookside Avenue, Building 4, Ambler, PA 19002 - p 215-646-8001 - muthernkulp.com April 11, 2019 Karen D'Onofrio WADEJURNEY HOMES 3198 Aerial Way Brooksville, FL 34604 Florida Division 1612 Model — Elevation A BFS ROOFTRUSS SHOP DRAWING REVIEW M+K Project #: 195-18012 WJH Project #: 022LWPO10 — 6504 Santa Clara Blvd Reference Roof Truss Shop Drawings prepared by Builders FirstSource, lnc., dated, Feb. 12, 2018. e�y1. Mrs. D'Onofrio: Pursuant to your request, we have reviewed the above referenced engineered roof truss shop drawings for the above referenced model and elevation. The scope of our review was to verify conformance with the structural design prepared by our office and to certify that the design loads used for their design meet or exceed the Code required criteria. Our review did not include dimensional checks, truss profiles or truss quantities. Our review found the engineered roof truss shop drawings meet or exceed the structural framing plan specifications and are in general conformance with the contract documents and are approved as noted. Please feel free to call if you have any questions. Respectfully, �+ \��11\111JiIltlff FILE COPYG. FR/ MULHERN & KULP STRUCTURAL ENGINEERING, INC. ��qc * rt 4 James G Friling, P.E. PrinC1Pa1/D1rect0rof0perat/ons S 'T F P:lClient Filesl195 -Wade lumey Homes12019119004 - Lakewood Park Community1022LWP010 - 1612A RHISubmittals12019-03-11- simct submhtag2019-04- 11- 1612 Model - Elev. A - FL RTShop Drawing Lettendocx 1 �(O -0337 MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING 300 Brookside Avenue, Building 4, Ambler, PA 19002 - p 215-646-8001 - mulhernkulp.com February 11, 2020 IT Brenner WADE JURNEY HOMES 3300 Battleground Ave. Suite 101 Greensboro, NC 27410 Lakewood Park Community, Florida All Models Designed By Mulhem + Kulp SOIL BEARING CAPACITY EVALUATION M+K Project: #: 195-19000 (04/39) Reference MasterArudural Plans, prepared byMulbern + 1610, latest revision Final Foundation Certification for HUD Guidelines - House pad L akewo o d Park, prepared by Universal Engineering Sciences, INC. 7501 Brookline Ave. — Test Date: 112412020 -- Sealed Letter date: 112712020 8104 Santa Clara Blvd — Test Date.- 1112712019 -- Sealed Letter date: 112712020 7105 Brookline Ave. -- Test Date: 1112712O19 -- Sealed Letter date: 112712020 7404 Santa Clara Blvd -- Test Date: 1112712019 -- Sealed Lefter date., 112712020 7103 Brookline Ave. -- Test gate.• 1112712019 -- Sealed Letter date- 112712020 1T: Pursuant to your request, we have prepared this letter to address the concerns of the local building department for the above referenced community in regard to design soil bearing capacity. It is our understanding that the city has noted that our structural plans specify a minimum 2000 PSF soil bearing capacity, and the city has requested that soil testing is to be submitted to ensure conformance to the specifications. As you have relayed to us, all lots in the community were excavated and then backfilled and compacted (Cut and Filled) with controlled engineered fill. A third party geotechnical engineering firm, Universal Engineering Sciences, was tasked with conducting soil tests on several lots within the above referenced community to determine the soil bearing capacity. Please note, Mulhem + Kulp has not visited the site, but information was provided for our review. The third party lot soils reports referenced above have indicated that the soils meet the 2000 PSF soil bearing capacity specified on our structural plans. It is our professional engineering judgement that all lots designed by Mulhem + Kulp in the community of Lakewood Park, FL adequately meet the 2000 PSF soil bearing capacity, provided that the sites have been prepared similarly to that of the lots listed above. Please feel free to call if you have any questions. Respectfully, MULHERN & KULP STRUCTURAL ENGINEERING, INC. Jose A. lzquierdo, P.E. Project Engineer FILE James G. Friling, P.E. Principal/Diredorof Operations a_ C0P��i 0 77 4 * T .4 of t T • �ri IORIDPs�G��1�ti� P.-IClient frles1195 - Wade /umeyHomes12019119000 - General Client AdminlCommunity-Specific fvall2019-12-27- LWP- Soil bearing Letter12020-02-11- Lakewood Park- Soil Bearing Pressure Ledecdoa l fro -03e7 MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING 300 Brookside Avenue, Building 4, Ambler, PA 19002 • p 215-646-8001 • mulhernkulp.com December 26, 2019 Karen D'Onofrio WADE JURNEY HOMES 3300 Battleground Ave. Suite 101 Greensboro, NC 27410 Lakewood Park Community, Florida All Models Designed By Mulhem + Kulp INSULATION @ EXT. & INT. ADJ. GARAGE WALLS CLARIFICATION M+K Project #: 195-19000 Reference MasterStructura/Plans, preparedbyMulhern +Kulp, latestreuision Karen: Pursuant to your request, we have prepared this letter to provide clarification on wall insulation at exterior and interior adjacent garage walls, per the request of the local building department for the above referenced community. It is our understanding that Wade Jurney Homes has chosen to use RI Batt insulation at the locations previously mentioned. It is the responsibility of the builder to verify the chosen insulation meets all energy and building code requirements. Please feel free to call if you have any questions. 111111f// G. e& Respectfully, ' N 77 4 ' MULHERN & KULP STRUCTURAL ENGINEERING INC .OP L pp= � _— FILt A OF41 Jose A. Izquierdo, P.E. Project C Engineer i0�•�. �j �` �OR10P:•G�; James G. Friling, P.E. Principal/Director of Operations /�fyi'ax7 Yfi �tM\W12612019 DEC 26 2019 P.•IOient F11es1195- Wade /umeyNomesl2019119000 - 6oneralOientAdminlCommunity-Specific Eua112019-12-26- Lakewood Park- LnsulationI2019-07-02 - Lakewood Park- Insulation Clarification - tettecdoa