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i N " - FLOOD ZONE: O E. PROJECT DATA: THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD INSUW!CE_RAl i s MAP 120111CO070J, DATED FEBRUARY 16TH, 2012. SITE ADDRESS BENCHMARK NOTES: THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN SCALE: 1" = 10' I LOT 7 EASTWOOD DRIVE VERTICAL DATUM (NAVD) OF 1988. THE PRIMARY BENCHMARK UTILIZED FOR THIS SURVEY IS U) Li LOT 8t�138 I FT. PIERCE, FLORIDA 4951 NGS PID AF7506 BENCHMARK, ELEVATION = 23.51' NAVD88. SITE BENCHMARK IS AS SHOWN. Z o LU BLOCK RESIDENCE I^5' 10' I 20' N 0 FF EL.= 22.47 LOT 7 I _ ELL OUT OF RANGE I BLOCK 138 OWNER: SITE DATA: w M I VACANT EO'D PROPOSED ) O a WJHFL; LLC. LO'f SIZE: 000 S.F. 10,195 S:F.I E `o PROP. WELL PROPOSED 10.00' LOT WIDTH: 75 80 F.T. VTC EiVED« D I WELL 3300 BATTLEGROUND AVENUE #230 �" u y U. M : ,._...._ . M SN&D. I, I GREENSBORO, NC 27410 \.� 0 T 2 9 ?ljl9 @ 1D M N I I _..�:. ...__ ..,.__ _._ . _.._.._. m.__... __,.__. _....__ .__-, ROP� a SITE BM-1 ° E �S F vJ o 24.36i MAX. BUILDING COVERAGE: 30% 1,595 S.F. (15.6 /o) N - o pP MIN. OPEN SPACE: 40% 7,939 S.F. 77.9% ST• Lucie County, Permittin W f PR OSE o EL.=21.41 21.3£ o m m I x 2i.1.:I ( ) 9 v a 21.8 21.80 22.16 21,70 2201 ENGINEER: OTi-I'RIMPERVIOUSAREA N/A 661S.F..(77. MILLS; SHORT& ASSOCIATES, LLC. \ - 00 r=` 35.0' UJ a �i 21.67 700 22ND PLACE, SUITE 2C SETBACKS: R ) ui � � 2� � ,-- EQ'D P{2 POSE I-. - 41 S 89°59�5f° W FRONTYARD'(E) 25' 32:0 rn H X 21 86 } f ry 13Q,QQ;(P�!\IV B� I VERO BEACH, FLORIDA 32960 SIDE YARD (N) 7.5' 19.1G'\ o 129.94(C) ( (772)226-7282W m M 3 0 : 7.5' B:S L , .,. ' _..23.18. .:._ _ _.w _ 2 REAR YARD15 47 2 SIDE YARD �S) 7.5. 26.90 U) o = l- I l PROPOSE.D3'X3' 21.67 SURVEYOR: �� I! 10.00' - - - -` r A/C CONC. PAD I GSS SURVEYING & MAPPING, LLC. = LL EL. - 24.45 m }i _ 4620 LIPSCOMB STREET NE, SUITE 2 ! 750 SQ FTJr i ( ( I PALM BAY, FLORIDA32905 m a° 23.5 24.20 24.20 2 .20 32.00' UN08STRUCTED - � � � � �� � > 1a 3976 „� =s 21.48 I ,AREA AVAILABLE` 1050 GA - J (321 9 - a o m a ! I S/Tago �,ti 4 I o PARCEL I.D.: PROJECT LEGEND: Cl ' J Of 4j%w = PROPOSED FINISHED GRADES O 17.5' �. _ " 4. d 21.6t I 1301-613-0041-000-8 N ate- G PROPOSED � �-- � J � �(X -= PROPOSED DRAINAGE PATTERN � M N �� _ .:_ -.. �4.12 N a 16' CONC 04 21.75 �� .� ono , Co. M.E = w F(P =HIGH POINT z at V LOTS' �,P,�4 _ o ZONING: .� 0 d N N - QQ �� a " , d _ DRNE� 01 SINGLE FAMILY RS-4 M.E. =MATCH EXISTING U = m r BLOCK 138 Id cn W VACANT <; , 5 ���� .9M1 2 a G -H ( ) =DRAIN " .o QI" n ° !� a 0 AGE STRUCTURE a NO WELLS O U\ 4 d o u_ Q OQ �� J`'51 a LAND USE: ro FL XLl21.83 21.60 4 4.38 o SINGLE FAMILY RESIDENCE c 14.95 y �IP : 24.3 Q ?1 54 ( N M ¢ ° 24.20 U N LEGAL DESCRIPTION:o o 28.00' m O LOT 6, BLOCK 138, LAKEWOOD PARK UNIT 11, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOO j I �.�.lV' ,• - " s 1 ¢ rn 3.7 _� O PAGE(S) 32, 32A-32D, OF THE PUBLIC RECORDS t _LUCIE COUNTY, .: n I' o o i FLORIDA. (CONTAINS 0.2 3 ACRES) 47.21' 24.20 20 lol �/11 2� 4.20 24.20 ao ti �O SE \ ; Fr77 /a �,@ > J�J"�I�B X NOTES: ' 1. SILT FENCE SHALL BE \ �✓/ N PLACED ON SLOPEn ' I m 73.0 ., S" y� M W 23.0 =� \�q R ROp FR 21.67 CONTOURS TO MAXIMIZE STEEL OR WOOD t- m -~ 2 OSFp M PONDING EFFICIENCY. E;STRA STRENGTH FILTER POST ' Z 7 I ro !ti FABRIC NEEDED WITHOUT k U OT w 21.8 rn F<< WIRE MESH SUPPORT - C0 A` c� m 2. INSPECT AND REPAIR U% a z / 10.00' FENCE AFTER EACH ATTACH FILTER J.SRiC •} b °. . STORM EVENT AND URELY TO UPSTREAM SIDE T SN&D E OF POST REMOVE SEDIMENT WHEN ^< S „ w � EC SITE BM-2 NECESSARY. 9" MAXIMUM 0 21,34 .., c EL.=21.27 I RECOMMENDED STORAGE B HEIGHT. 0 21.6 -71 3. REMOVED SEDIMENT \ 21.50 20.76 SHALL BE DEPOSITED TO 1.8 N 89045'44" E 22.1s 125.00 (P) X 21.13 W 37 AN AREA THAT WILL NOT 124.95' C ( ) CONTRIBUTE SEDIMENT 10' MAXIMUM SPACING WITH 21.78 OFF -SITE AND CAN BE WIRE SUPPORT FENCE, 6' ' x 21' - Y PERMANENTLY STABILIZED. u' �`r, '' MAXIMUM SPACING WITHOUT LOT 4 I I �' WIRE SUPPORT FENCE BLOCK 138 STEEL OR WOOD V w 0 VACANT POST- 36" HIGH MAX. x(9 F I a NO WELLS a qw PONDING HEIGHT 1 LOT 3 BLOCK 138 I PONDING IIEIOET VACANT FLOW m FLOW 0 NO WELLS Y 4 c 0- n, 4"X6" ,FRENCH WITH COMPACTED BACKFILL �q" MIN. DRAIN ROCK z z w O U H 0 w m m TRENCH DETAIL INSTALLATION WITHOUT TRENCHING E SILT FENCE INSTALLATION D'L-TAIL - TYPE IV. "`������ _ CD (+') SCALE: N.T S. SURVEYORS NOTES: �� W��' �PN�C• c LU 1. LEGAL DESCRIPTION PROVIDED BY CLIENT, ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. -0 0 2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCEym"� 0(j (n ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. '� ,�" � . DRAINAGE AND GRADING NOTES: 5 N 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF m o RECORD. 1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88. T 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD 2. ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE a �j o VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION AND SEPARATION. BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. (10 °d UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED. 3. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A 0 5. THE CENTERLINE OF SANTA CLARA BOULEVARD IS ASSUMED TO BEAR N 89°56'20" W AND ALL MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING. Y OTHER BEARINGS ARE RELATIVE THERETO. 4. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL 0) Z LL 6. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. C J J 70 LL 7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE 5. CONTRACTOR SHALL REVIEW PROPOSED. GRADES TO ENSURE COMPATIBILITY N 3 LLJ REFERENCED TO U.S. SURVEY FEET. WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN. 1 0 Y N N J 8. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS 6. THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITE N D- Z = � BASED UPON THE PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO STORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATER L U NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING AND IS NOT INTENDED TO IMPLY SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER, SHOULD THE ADJACENT OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF PROPERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHANGE 0 > CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. THE INTENT OF STORM WATER DESIGN. = Q Z 9. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS STORMWATER POLLUTION AND EROSION CONTROL o O y AND/OR ENTITIES NAMED HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP APPLIES ONLY TO THE NOTES: C Z Q STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL L cE C] co SURVEYORS AND MAPPERS IN CHAPTER 5J17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO 1. ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST. LU q SECTION 472.027, FLORIDA STATUTES. THE CERTIFICATION IN NO WAY CONSTITUTES NEITHER LUCIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HEREON. ADDITIONS, EROSION AND SEDIMENT CONTROL. DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS U*) 0 SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF 2. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED (O y Z Q _ -� . x a � c sn THE SI !N SURVEYOR. THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHER THAN AREAS. H y 3 U s _ _ INT ED 'SHE SIGN NG'SURVEYOR. _ _ _:. o- _ .0 �h Uj 3. ALL AREAS OUTSIDE OF SILT FENCING SHALL REMAIN UNDISTURBED. 10. ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 4. CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE PROD. NO. 19-1380.11 J SODDED. IL 11. THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOW ARROWS IF SHO N HEREON WERE DATE 10.22.19 PROVIDED BY THE CLIENT. CARS SURVEYING & MAPPING, LLC TAKES NO ESPONSIBILITY FOR 5. CONTRACTOR SHALL FULL} SOD RETENTION AREA IMMEDIATELY AFTER SHEET NO. ;t THEIR CORRECTNESS. THE PROPOSED ELEVATIONS ARE SHOWN ONLY FOR THE CONSTRUCTING. CONVENIENCE OF THE CLIENT IN THE PERMITTING PROCESS THROUGH HE LOCAL " GOVERNING MUNICIPALITIER: 6. ALL DISTURBED AREA SHALL BE SODDED PRIOR TO PROJECT COMPLETION. C ® 1 SHEET OF 1 --j GRP2 ELEV'B' - SHEET LIST Sheet Number Sheet Name GRP2 0.2 SLAB PENETRATIONS ELEV'B' GRP2 0.4 PLUMBING & ISOMETRICS'B' GRP2 1.2 FLOOR PLANS 'B' GRP2 2.2 ELEVATIONS 'B' GRP2 3.2 ROOF PLAN 'B' GRP24.2 SECTIONS ELEV'B' GRP2 5.1 INTERIOR ELEVATIONS GRP2 6.2 ELECTRICAL & FLOORING ELEV'B' STRUCTURAL DESIGN PAGES FOLLOW GRP2 - ELEV'B'- AREA Name Area HEATED 1ST FLOORI 1200 SF UNHEATED 1200 SF GARAGE1 395 SF PORCHI 54 SF UNDER ROOF 449 SF 1648 SF GRP2 - ELEV 'B' (STUD) - AREA Name I Area 1ST FLOORI 1146 SF 1146 SF ®��e® G. Itttt��r/z Lu *' *; z n E OP • a�� J -- a i .f Q S ti N i Jdt L. I ,AIL 3 0 200 LU 34'-0" _ 23-10" 3'-0" 7'-2" ~ O O H 4 co _ , LU u� I I II 11 u JI I I I = v I ,I I o I) I I 14'-4 3/4" I1 '-51121 I I WATER HEATER E I I I I I L I DRAIN ! I +WATER, l � IIHEATER' I C4 L-----.- {� N {l II 3'-11/2" 11'-71/4" !I { l I 1 I � AIR HANDLER DRAIN l - Q4I I; FRIG, I DW 1 7 HVAC 11 "HOOKUP I I I L47,-- - „-I F - 1 l'-41 /4" I I n I I I I co gII N I I L-J v 111 i= _ fv I I�® I I N r-�I z� Id n - o 1 I ; ; I 3 li C I ,ELECTRIC, I II RANGE Li 1'-81/4' 2'-8 3/4" 2'-9' i ll �{ l�Lt ll Il � La I I I I 11 L� I I ! F- 1 w a W O = � o N 00 ter' n II i 1 II I i ! 1 CUT CONTROL JOINTS 1 AT INTERVALS 10'x10' IN BOTH DIRECTIONS I I 5'-3112" y 3'-8" o„ o d a LU z O Q O LL OC LU F=- O a LU LU H O Ln z O Lu U V) O LL a Q- V) LLj 0 LU LU w Q 6-41/2" 9-9" 18'-101/2" 34'-0" Y SLAB PENETRATIONS ELEV'B' z 114" =1'-0" AT 22" X 34" LAYOUT _ 118" =1'-0" AT 11" X 17" LAYOUT r s a� { 3d Qy t, Mwe Hum Lm Mvneg. Guamuteed 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC © 2017 m � LAJ 06 W Z CO r O 0 0 LUd > J a o 'y o �� _ r , O 1- W o t= O cn LU Z 3 &iaa wL 1 W LLI h O N O Q N 0 r` O -, o U J NQtoLL PLAN # / ORIENTATION 1202 3 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 7/16/2019 SHEET # GRP2 02 WALL LEGEND _'7 17 � FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION TABLE R302.6 Dwelling/Garage Separation Se aration Material rom 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 56 -inch Type X gypsum board or equivalent Structure s) supporting Floor -ceiling assemblies used fo separation required by this section Not less than'% -inch gypsum board or equivalent { iA�"•• F 6j/J �iL: ,' �, ! �'r tifCl t!°t!ilFrdM:S;Mi;i:i5�C4!Itililth! •�ORIOP-' �?��� \.... ss9i k,�� dSl !S 1 n. %""�' �U"I ttl.liS}�L1�,U1i3>t!i,:i?{ i.;lt�i.•..i[{4�.,.h4..I..!{$ikl6ikhl, ililN d 34-0 ��oronL lE� � U 14 -61 /2 2-5 1/2" 17 -0 � {�p ,_ n 'wet t I- ." II •1 11 3-9 II ,�` o : a G un a 1212'-5 ,_ 51/2 35 4111 411 39 w ---- _ 3300 BATTLEGROUND AVE. — — _ — — 3 0 5-0 SH TEMP 3 0 5 O SH TEMP 3.0 5 O SH TEMP 0 SUITE 230 266 DOOR W/ TOP & BOTTOM LOUVERED ' "GREENSBORo, NC 27410 STONE VENEER DRYWALL OPENING WIDTH 6 8 H.H: 6 8 H.H. F2J80 6 PNL 6 8 H.H: O AS NOTED ON PLAN, 6'-8" HDR HT. DOOR SQUARE FOOTAGE 16.67 SQ. FT. L - BRICK VENEER 1ROD&SHELF DOOR STY L S & RAILS -7.05 SQ. FT, STUD WALL BELOW NOTE: EXTERIOR WALLS FRAMED AT 16" O.0 INTERIOR NON - HEIGHT AND STUD SIZE AS NOTED BEARING WALLS FRAMED AT 24" D.C.REF TO STRUCTURAL SHEETS LOUVERS 1I8�rX1 r'9�rX56�� -1.02 SQ. FT, FOR BEARING WALL SPECIFICATIONS AND PLATE INFORMATION--e—��� NET OPEN AIR FLOW__ 8.60 SQ. FT. VOLUME OF AIR CONDITIONED SPACE 9600 CUBIC FEET PLAN NOTES HALL BE SEPARATED FROM THE 13 R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR ENSIGNS THE GARAGES E 1) VERIFY ALL ROUGH OPENING DIM FOR 8 ) ALL WINDOWS AND DOORS RESIDENCE & ATTIC BY NOT LESS THEN 112 GYPSUM WALL AND CEILING FINISHES. FLAME SPREAD AND SMOKE DEVELOPED BOARD APPLIED TO THE GARAGE SIDE. GARAGES INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH 2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT BENEATH HABITABLE ROOMS SHALL BE SEPARATED SECTIONS R302.9.1 THROUGH R302.9.4. PER FLORIDA BUILDING CODE R 308.4.2. WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATIION IS A R302.9.1FLAME SPREAD INDEX. WALL AND CEILING FINISHES SHALL HAVE 3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER FLOOR - CEILING ASSEMBLY, THE STRUCTURE A FLAME SPREAD INDEX OF NOT GREATER THAN 200: y PER FLORIDA BUILDING CODE R308.4.5. SUPPORTING THE SEPARTION SHALL ALSO BE PROTECTED BY NOT LESS THAN 112" GYPSUM BOARD ']EXCEPTION: FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL ' R E ! OREQUIVALENT IVALENT NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS, CHAIR RAILS BASEBOARDS 4) NON BEARING INTERIOR FRAM WALLS SHALL BE 0 QU I I AND HANDRAILS; TO DOORS AND WINDOWS OR THEIR FRAMES; OR TO MATERIALS FRAMED WIWOOD OR METAL STUDS. SPACING SHALL R F , NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY) 9) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUST HAT ARE LESS THAN 1/28 INCH (0,91 MM) IN THICKNESS CEMENTED TO THE COMPLY WITH R612.2 MIN 24" SILL HEIGHT QI — SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD 5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD PROVIDED WITH AN APPROVEDWINDOW FALL INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS GARAGE DOOR HARDWARE PRVENTION DEVICE CEMENTED TO A NONCOMBUSTIBLE BACKING, 6) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES 10) PROVIDE FIRE BLOCKING PER SECTION R-302.11 @ 2411 O.C. USE 518" DRYWALL OR 1/2" SAG RESISTANT PER SEC 702.3.5 11) PROVIDE DRAFT STOPPING PER SECTION R-302.12 7) INSTALL 13/8" THICK SOLID WOOD DOOR BETWEEN 12) PLANS TO BE DESIGN ACCORDING TO TABLE LIVING AND GARAGE PER FLORIDA BUILDING CODE R301.2(1) OF 2017 FLORIDA BUILDING CODE R302.1,5, WINDOW SCHEDULE MARK MANUFACTURER HEIGHT WIDTH U FACTOR SHGC GLASS TYPE WIND-BORNE FL PRODUCT APPROVAL # 3.0 5.0 SH PLY GEM 59,511 35.5" 0,32 _ 0.22 LOW-E ARGON SHUTTE FL.15076 2 2.0 3-0 SH PLY GEM ` - 35.5" 23.5" 0.32 0.22 LOW-E ARGON SHUTTE FL.15076.2- EGRESS OWNER'S BEDROOM LIVING ROOM 12' 0" X 13' 0" N 16'.8" X 13'.0" T O cV 10'-111, 31-711 JJP ATE o TN i - 216 6/8 LOUVERED DOOR PROVIDES: N _ 210 6/ N w O. BAGRP2 5.1 N N 5.03 SQUARE FEET OPEN AIR DINING o FLOW 3'-11/2" 1T-51/2' r LO M m 3 Cn MECH; FRIG, HOOKUP D KITCHEN00 cn. o x ¢ a 2 RP2 5 ° z _ M BEDROOM 2 _ I RY 17 ° o , N Cfl N 10'-0" X 101,911co ,- 1 ti r - a o N = v U')10'-71 /21 '-31/2" zo � o - I I CD �CTQi N M r. UsAld E co 31-0" 2' 6" 9' 111 M M �,6I6FIREDR W gl_gl _1-11 1/2 3' 81/2" 2/8 —'5' 1" _I — o CV _ u, 4- LO -1 , M.= co LO H BA 2 GRP2 5.1 ACCESSIBLE BATH 216 6/8 GARAGE 194" X 204" a N - 81-811 N � N 1'-111/211 co o BEDROOM 3 LESCAPE 3/0 bib IE4 10' 01, X 10'-01, IM 2-0 3-0 SH 3.0 5.0 SH a 6' - 8" H.H. EGRESS 61- 811 H.H. ` 21-71/2" 2`-8" V-101' 1' 10" 16070 SECTIONAL 0 0 6-3 1/2" 3' 8" o 9 1/2"y 13 PORCH 13 4 4POST F— PHONE:336-282-3606 0 w WJH, LLC @ 2017 Q w CC f6Y/i LU L_ r O _ I M I Z a .j t LU LL w ILL. Z cn Q 0 a O F— U ~o O ®� LLI i. OC O 0 U JS QM Z Q O LL l` < a O LL cV) CDp U) W _ a Z Ln 6i LU h- A W w H LU co N O Q CV IT 0 - O u J NQU')LL w PLAN # / ORIENTATION: w LAP SIDING - 6" BAND — Q B&B SIDING W LEFT ELEVATIONS' O z FRONT ELEVATION'`'=1` AT 22" X 34" LAYOUT N 1 1/4" 1'-TAT 22" X " 34°' LAYOUT 1/8= V-0" AT 11" X 17" LAYOUT = 0 118" =1'-0" AT 11" X "' LAYOUT z a z 0 Lu u 0 LL a a I'C4 N SHINGLES AS SPECIFIED Lu a/ SHINGLES AS SPECIFIED 1ST FLOOR PL. HT. 1ST FLOOR PL. HT. Lu o_ w ®o ❑ a LAP SIDING — LAP SIDING _ - a - co 1ST FLOOR FIN. FLR. 11 J_it 1ST FLOOR FIN, FLR. Lu GHT ELEVATION'S' REAR ELEVATION (4)-,',,' 11 ��=1 0" AT 22" X 34" LAYOUT 1/4 1 0 AT 22 X 34 LAYOUT 1/8 1 0 AT 11 X 17 LAYOUT 3300 BATTLEGROUNDAVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 W1H, LLC © 2017 -oj ®� u a � LL- C 0 cl)LU oN - a_ CD z o �, <Nc ®J " Vw w Q < W) a A ILL PLAN # / ORIENTATION: 1r1 'Fob all, r�l� REVISIONLAST N i i. M 1/8" = V-0" AT 11" X 17" LAYOUT FTS i { i . II��tI 3{ � ji tit NWWA Mom Home.Guatunteed 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO,NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 V1 m Z Q N d Lim GC T r 0 0 0 d - CU J a ch J LL n- 0 w 0 H �' Ln LL a Lu w F— it -J Y oc r- p N O Q N o ti 0 - O v J N Q Ln L L PLAN # / ORIENTATION 1202 3 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 7/16/2019 SHEET # GRP2.12 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 tan H -inch Type X gypsum board or equivalent Structure(s) supporting floor -ceiling assemblies used for separation required by this section Not less than''/z-inch gypsum board or equivalent R703.4 Flashing Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to N7NODNORRSLLprevent 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 , N ALLYE%P NRNG ;, with AAMA 711. The flashing shall extend to the surface of the pp exterior wall fnish. Approved corrosion - CANINE PaN PoaM°R APPROVEDCROVEDCAW( resistant (lashings shall be installed at all of the following locations: -. V i( LAP &TAPE WEATHER RESISTIVE 1. Exterior window and door openings Flashing at exterior window and door openings shall extend to the SARRER AT JOINTS NPPER VVRAP VEATNER RESETNE surface of the exterior wall finish or to the water -resistive barrier for subsequent drainage Flashing at SHEEP OVER LOVER SNEQ RARRER KTO OPENS TAPE 10 a ELL GSE6ADNERED exterior window and door openings shall be installed in accordance with one or more of the following or. <. L LONG other approved method: 3300 BATTLEGROUND AVE. 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions SUITE 230 FASRNSELFADHEREDUSHNGCORNER 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMAIWDMA 250. GREENSBORO, NC 27410 MNGMEORANOALFASTENER t PHONE: 336-282-3606- 1.4 In accordance with the flashing method of a registered design professional. WSiALLSEIFADHERED FUSRIG. 2 At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting AMUMPERMEIEROFOPENR'G lips on both sides under stucco copings. WJH, LLC © 2017 3 Under and at the ends of masonry, wood or metal copings and sills, r 4 Continuously above al projecting wood trim: , 5. Where exterior orches decks or stair t s attach to a wall or floor ' o as wood -frame f w tl f m construction. : P o 0o ra a const uct on .Y WINDOW &DOOR PAN FLASHING 6. At wall and roof intersections not to scale 7. At built-in gutters. ,DEC i`3 019 �r���\111t1�i��� N,\X�F;' G. F�f4 . � S zz- >1 y �JrrJ ZONAL. ��,°° V Fit ✓i No 92 ,.a a a ' k - w w _ STATE Or !? O �0! a O LL z w Mirror 30"w X ~ 36"h Mirror 60"w X O 36"h } Q r) nUn w 0 0 uj w_ w 3211X60" 32"X60" H TUBISHOWER TUBISHOWER O z 1'-5112" 1'-5" u') - 1'-31/2" 1'-4" Q 3 11 6-3112" _ BATH 2 0. BATH a MA 1/4" =1'-0" AT 11" X 17" LAYOUT 1/4" =1'-0" AT 11" X 17" LAYOUT O w U o�C O LL W24 30 W36 30 W36 30 W3015 W24 30 z Q a Ln RANGE HOOD / H 0 W w 00 Lu DW - > Q a J Y KITCHEN 2 KITCHEN 1 z 2 I w Lu 114" =1'-0" AT 11" X 17" LAYOUT 1/4 1'-0" AT 11" X 17" LAYOUT i Mom Mom Lm Mvn% in 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC © 2017 elm cc CD N � opp-� UJI � V _I >� a M J ILL. a O Lu G � V C LZ p �t) LV C Z � (Aaa J w Y ce—W co N O a N 0 1 I O U J N Q Ln LL PLAN # / ORIENTATION: 1202 3 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 7/16/2019 SHEET # GRP2 5. O TO 4" SEPTIC LINE 1 1/2" VTR 'jI� 0 PLUMBING ISOMETRIC 1/4 1-0 AT 22 X 34 LAYOUT 1/811=1'-0" AT 11" X 17" LAYOUT Digitally signed by Charles P Spelman DIN: cn=Charles P Spelman, o=Printed copies of this document are not considered signed and sealed and all SHA-1 authentication codes must be verified on any electronic copies., ou=This item has been electronically signed and sealed by Charles P Spelman using a SHA-1 authentication code., email=cspelman@spelmanengineeri ng.com, c=US Date: 2019.07.22 14:05:20-04'00' rr P. Sp ♦'0 i .P No 34925 '.00 •• STATE OF tt✓� 146 O 1Q»�'� N w 111f ALL PLUMBING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 RESIDENTIAL. vm r)" 23-10" 3-0" 7'-2" 0 I I li Ij II I! ) I I II I I T I1 I I I o 11 1 ( 14'-4 3/4" II r '-51/21 1 I WATER HEATER I DRAIN N 00 r- _i 1 I WATER, o IIHEATER N 1 3-11/2" 11'-71/4" I I I AIR HANDLER DRAIN l �da ---- a _ _� 1 ; FRIG. DW 1'-81/4" � _ 2'-71/4" 2'-6" ! HVAC I 1 HOOKUP Cl) ! I, CnI```! I f - _ LO © N I q ;ELECTRIC] RANGE ' 1 L I L_ _ _ -�- - - - - "' 1'-81/4" 2'-8 3/4" 2'-8" �..- I �NIII 1 F - 1 *. I I _ 04 N co I (I !I ( I I ! CUT CONTROL JOINTS AT INTERVALS 10'x10' IN BOTH DIRECTIONS ( f ( C? 5-31/2" '4" d 91 /2,f v U u u 5'-4112" 91-9" 18'-101/2" 34'-0" PLUMBING PLAN 1 /411=1'-0" AT 22" X 34" LAYOUT 1/811=1'-0" AT 11" X 17" LAYOUT Spelman Engineering, Inc, 1923 $E 1NTH PLACE CAPE CORAL FLORIDA 33990 PHONE(239970-29301 FAX(a3914589854) FLORIDACA#25955 w�rsp�gAan ng�n�eriDg.Sam w�NueAr�otia�usEa�>krsE�nsa+N�r,ncanEzsis EkPREESIV LfN 7FDIDPNSFRO:FC+ 1M.Y. REUSE REMOUSOON, ORPURUGATON Nr eYN+J E0 FART IS PKIH BR DiMiHO1t'!R"1€N CONSENiOFIFE ENO6NEER FILE TOFs 0@91i 4&RE&1FIN9 fNiN H WINCIFR EHARLES P SP€FMAN, PE FLQRIDALIQUE094 ) 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, INC 27410 PHONE: 336-282-3606 WJH,LLC @ 2017 cam �LP I• H T LO 0 C > J a o LL p 3 V o � O � LEI Z 3,0 Lr;Qa Uj LU W y� Y ac r III m0 CCq O Q CV 0 1� 0 — O U J CV Q LC) LL PLAN # / ORIENTATION: 1202 3 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: PLUMBING LAST REVISION DATE 7/16/2019 SHEET # Gg RP2 04 — METER MAIN COMBO 150 AMP NEMA3R OR 200 AMP NEMA 3R 200 AMP INSIDE PANEL 3 INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 I ESCHEDULE. 1 TO POWER CO. TRANSFORMER 2 4 BARE COPPER 3 310S RAL(FOR 150AMP) 1 OR 410 SER (FOR 200 AMP) AL PER NEC TO POWER CO. TRANSFORMER _ BOND TO FOUNDATION STEEL AS PER NEC 250.52(3) BY UTILITY COMPANY ELECTRICAL RISER DIAGRAM NOT TO SCALE — 1202 HOUSE LOAD CALCULATIONS 2 SMALLAPPLIANCE 1500VA EACH 3000 1 LAUNDRY 1500VA EACH 1500 1200 SF GENERAL LIGHTING @ 3W / SQ. FT. 3600 1 WATER HEATER 4500 1 -REFRIGERATOR-. - -. 1440 0 FREEZER 0 1 - DISHWASHER 1030 1 DISPOSAL. 690 0 - TRASH COMPACTOR : 0 1 ' MICROWAVES 1630 0 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 AODNL 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 AHU WITH HEATER 50 AMP #6 1 21 RANGE 40AMP #8 2 3 3 4: 4 5 DRYER 30AMP #10 5 6 ACU 30AMP #10 6' 7 $ 8 9 WATER HEATER 30 AMP #10 9 10 WASHER 20AMP #12 10 11 . 11 12 DISHWASHER 20AMP #12 12 13 BATH GFCI 20AMP #12 ' 13 .14 SM APP #1 20ANIP #12 14 15 GAR GFCI 15AMP #14 15 16 SM APP #2 20AMP #12 16 17 EXT GFCI 15AMP #14 17 18 HOOD/ MICRO 20AW #12 18 19 LTG-GAR-KIT-BATH-FOY 15AMP #14 19 20 REF 20AW #12 20 21 FAMILY 15AMP #14 21 22 NOOK/ DR 20AMP #12 22 23 MAST BED/ BATH 15AMP #14 23 24 SPACE" 24 25 BED 2/ LOFT 15AW #14 25 26 SPACE 26 27 BED 3/ BATH 15AMP #14 27 28 SPACE 28 29 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 �11 WALL MOUNTED FIXTURES F 1p OUTLET -110V OUTLET - TV Qo WALL LIGHT O OUTLET -110V GROUND FAULT OUTLET - PHONE o60 18" LIGHT BAR O INTERRUPTER OUTLET 11 GROUND FAULT SWITCH -SINGLE POLE � COACH LIGHT INTERRUPTERCL31 FRONT DOOR p WATERPROOF CEILING GARAGE DOOR OPENER PREWIRE 0 FLUSH MOUNT O SURFACE CAN LIGHT ED FIXTURES DSMOKE DETECTOR SIC SMOKE DETECTORICO BATHROOM EXHAUST FAN OUTLET- 220V SWITCH - 3 WAY COACH LIGHT - I L 0 REAR DOOR I I OPTIONAL FLUORESCENT \\ FAN PREWIRE 1'X4' 2 LAMPS DISCONNECT SWITCH 4 WAY SWITCH ELECTRICAL -1ST FLOOR - ELEV V �1/ 1'-0" AT 22" X 34" LAYOUT 11811=1'-011 AT 1111 X 1711 LAYOUT neering, Inc, wuatlCRtl4w�dFtt�siwaNslBR�'EOSIrd,1MNSN EXPftE86tYtMItE6101HgPMidEGiONLY ftEl�3E �FRtl4h;. (7tfl19LA.A7h1NINbgiI�tEISRPARIISPR3HiQiiEDMiM017itlRlil€N mFNtaf1HEwNERttttEl9irlf#AiNN99mfl1 PNFWN€ER GMAT P SPRMAN,PE FLORIDAtICCN911M r , Ali (II yy �� y IiJY�'iY,f�l1�II,t{ ;iiji.'{ike t iG .. Mom ItoGuamnkW 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27,110 PHONE: 336-282-3606 WJH,LLC © 2017 Cal CL Lim w co . i e n ®® p®nfeo RAJ � 9 � r o 0 J U Lo 0 '» J (� LL 0 LAJ f ® �-a ® UJ .. eQ LJ Lu )� F_ m o C%4 he Cr o �C cVo1--0 - ® v ._J N a ILO LL PLAN # / ORIENTATION 1202 3 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 7/1S/2019 SHEET # . R-RLC..r THE 5TRUG11RE 15 DE516NED TO BE SELF 5UPPORTIN6 AND STABLE AFTER THE BUILDIN6 15 FINISHED AND ALL PLAN, DETAIL, AND NOTE 5PECIFIGATION5 HAVE BEEN COMPLETED. IT i5 THE CONTRACTOR'S 50LE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURES AND 5EQLIENGE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE55ARY 5HORIN6, SHEETING, TEMPORARY 5RAGIN6, GUYS, AND TIE-DONN5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5WRIN6 AND BRAGIN6 REQUIRED TO STABILIZE AND PROTECT EXI5TIN6 AND ADJACENT 5TRUGTLRE-5 AND SYSTEMS DURING COURSE OF DEMOLITION AND CONSTRUCTION OF THE PROJECT. • THE WOOD FRAME STRUCTURE OF THI5 UNIT/MOVEL 15 DESIGNED TO RE515T LATERAL LOADINGS AS PERMITTED BY SECTION 4.3.5 OF THE SPECIAL DE516N PROVISIONS FOR WIND AND SEISMIC (5DPH5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENIN65 METHODOLOGY PER THE REQUIREMENT5 SET FORTH IN SECTION 4.3.52. A5 SUCH, WALLS WITH OPENIN65 ARE CONSIDERED A 51N61 F STRUCTURAL PANEL AND MAY NOT REQUIRE HOLDVONN5 ADJACENT TO EACH HINDOH/DOOR OPENING. • 5HEARWALL5 USED IN THE DE516N OF THE 5TRUGTURE ARE DE516NED TO RE515T BOTH SHEAR AND UPLIFT, AS PERMITTED THROUGH SECTION 4.4 OF THE 5DPH5. A5 SUCH, STUD CLIPS ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE515T EXCE55 UPLIFT LOAD THAT HAS NOT BEEN RE50LVED THROUGH THE EXTERIOR 5HEATHIN6 FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARWALL. TERMITE PROTECTION (ONLY =MITI BAIT STATIOW M TO Be' IMTALLW) TERMITE PROTECTION SHALL BE PROVIDED BY RE615TERED TERMITIGIDE5, WHIGH MAY INCLUDE 501L-APPLIED TERMITIGIDE5, BAITING 5Y5TEM5 OR TERMITIGIDE5 APPLIED TO NOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEN CONSTRUCTION. UPON COMPLETION OF THE TERMITE PREVENTATIVE TREATMENT, A TERMITE CERTIFICATE AND/OR A CERTIFICATE OF COMPLIANCE 15 TO BE 155UED TO THE BUILDING DEPARTMENT BY THE BUILDER. TH15 DOGUMENT WILL BE LEFT FOR THE BUILDER HITH THE PAPERWORK PAGKA6E AT THE JOB 51TE'5 PERMIT BOARD BY THE LICENSED PEST CONTROL COMPANY. IT HILL CONTAIN THE FOLLOHING STATEMENT: "THE BUILDIN6 HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 5UBTERRRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE WITH THE RULES AND LAH5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF A6RIGULTURE AND CONSUMER SERVICES 0 n THI5 MODEL HA5 BEEN ENGINEERED TO RE515T LATERAL FORGE5 RE5ULTIN6 FROM 160 MPH WIND 5PEED, EXP. G R15K GATEC70RY II if 5EI5MIG GATE60RIE5 AB. ENGLO5E0, 0.18 INTERNAL PRE55URE GOEFF. ENGINEERED DE516N WAS COMPLETED PER THE 6TH EDITION 2011 FLORIDA RE5IDENTIAL BUILDIN6 GODE5 (5EGTION5 R301.1.3 (RE5) 4 1609 (BUILDING)) € A5GE 1-10 STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: 0 SHEATH ALL EXTERIOR WOOD FRAMED WALLS w/ 1/I6" PLYWOOD OR Q M FASTENED W/ 2Y2°XO.131" NAILS 0 6" O.G. ALON6 PANEL EDGES AND 12" D.G. IN THE PANEL FIELD. I. ALL 5HEATHIN6 PANELS SHALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO 5TUD5) AND INSTALLED FULL HE16HT OF SHEAR WALL - OR - 2X HORIZONTAL BLOGKIN6 SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL ED6E5 4 E06E FA5TENIN6. 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO 5TUD FRAMIN6 0 I6"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHIN6 SHALL BE CONTINUOUS FULL HE16HT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR HALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ �0/2"xO.I31' NAILS 0 I6"o.c. USE (8) F)'2NO.131" NAILS 0 EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEAR NALL5 AN EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELON OPENIN65. 6. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENT5. 1. ALL EXTERIOR HAyL5 CONSIDERED A5 SHEAR WALLS. 8. WHERE PANELS ARE APPLIED TO BOTH FACES OF WAIL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. ®®� INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION 5YMB0L 51-EAR PANEL 5PEG. O1/16" PLYWOOD OR 055 FASTENED W/ 2Y2"xO.131" NAIL5 ® 3" o.c.. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 A55EMBLY. HOLD-DOWN SCHEDULE 5YMB0L SPECIFICATION HD -I LISP HTT45 HOLDONN* HD-2 U5P M5TC40 STRAP TIE (12" END LEN6TH) HD-3 U5P M5TGbb STRAP TIE (12" END LEN6TH) HD 4 U5P 5TADI4 HOLDOWN *ALTERNATIVE TO 5 I(9 ANCHOR PQLT 5PEGIFIGATION• ANCHOR HOLDOHN UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P GIA-GEL 1000 EPDXY SYSTEM PER MANUF. RECOMMENDATIONS. PROVIDE a° MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN I Nv OF FACE ON CONCRETE FOUNDATION HALL FOUNDATION • FOOTING DE516N - 2,000 P5F ALLONABLE 501L BEARIN6 PRESSURE 15 ASSUMED. BUILDER/CONTRACTOR MUST VERIFY. • FASTEN 2x4/6 51LL PLATES TO FNV WITH A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAX. FROM PLATE ENDS - UTILIZING: • 1/2" VIA. ANCHOR BOLTS 0 4'4' o.c. WITH l" MIN. EMBEDMENT O GONG. • ALL ANCHOR BOLTS SHALL HAVE 3"x3NO.229" STEEL PLATE WA5HER5 UNLE55 NOTED OTHERN15E ON PLANS. • ALTERNATIVES: • 1/2" VIA. X b" LONG PONEF5 NEP6E-B0LT+ ANCHORS 0 4'-O" O.G. * 1/2" VIA. THREADED ROD 0" MIN. EMBED) 0 4'-0" O.G. UTILIZING HILTI HIT-HY-200 EPDXY SYSTEM • LISP FA4 ANCHOR STRAPS 0 4'-0" O.G. • ALL LUMBER EXPOSED TO HEATHER OR IN CONTACT H/ PERIMETER FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORROSION-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS To WORD. • CONCRETE DESIGN 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 psl:....... FOOTIN66 4 INTERIOR SLABS ON GRADE 2,500 p51:....... 6ARA6E 4 EXTERIOR SLABS ON GRADE • fy = 60,000 psi C • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR DELON FR05T LINE. CONSULT 501L5 REPORT OR BUILDING DEPT. FOR MINIMUM DEPTH BELOW GRADE. • FOOTINGS AND %A55 ON GRADE SHALL BEAR ON VIR61N 501L OR 95% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. • 5AN CUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE 5LA13(I" FOR A 4" 5LA5) • JOINT5 SHALL BE LOCATED 0 10'-0" O.G. (REGOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5MARE5 A5 POSSIBLE (Id RATIO), WITH A MAXIMUM OF 1:1.5 RATIO • A RE615TERED WOOD TREATMENT TERMITICIDE SHALL BE USED FC SUBTERRANEAN TERMITE PREVENTION, IN ACCORDANCE WITH THE LABEL DIRECTIONS FOR USE AND THE FBG. • DIMENSIONS BY OTHER5, BUILDER TO VERIFY. GARAGE 5LAB 4" GONG, SLAB ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILL/VIR6IN 501L PORCH 5LAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILL/VIRGIN 501L 5LAB ON GRADE 3 1/2" GONG. 5LAB W/ 6x6 WIAAA WWF (OR FIBER ME5H ILO WWF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILL/VIR61N 501L FLOOR FRAMING • I-J015T5/TRU%E-5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TR1r_5 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOIST/TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05WE I, TONGUE AND GROOVE EDGE5, FASTEN 5HEATHI% TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAILS 0 b" O.G. AT PANEL EDGE5 4 12" OL. AT INTERMEDIATE SUPPORTS. ROOF FRAMING • ERECT AND INSTALL ROOF TRUSSES PER HTGA 4 TPI5 BG51 1-14 GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • FASTEN EACH ROOF TRU55 TO TOP PLATE W/ USP RT16A HURRIGANE CLIP (OR APPROVED EQUAL) 0 ALL BEARING POINTS. CLIPS MUST BE INSTALLED ON EXTERIOR FACE OF EXTERIOR WALL5 OR THE SAME 51PE A5 THE SHEAR WALL SHEATHING. • ALL ROOF 61RDER TRUSSES AND FLUSH BEAMS WITHIN THE ROOF 5Y5TEM 5HAL1 BE FA5TENED TO THE DOUBLE TOP PLATE5 AND P05T SUPPORT W U5P MTWIb 51RDER TIE -DOWNS OR APPR EQUAL (TYP. U.N.O. oN PLANS) • ROOF 5HEATHIN5 SHALL BE 1/I6" MIN. OSWL.YWOOD 5HEATHIN6 2%, EXPOSURE 1. FA5TEN 5HEATHIN6 TO ROOF MEMBER5 W R5R5-01 (2 Ye x0.113' RING SHANK) NAILS 0 6" O.G. 0 PANEL ED6E5 4 0 VOL. IN FIELD. PROVIDE 'H" 5TYLE CLIPS ALONG UNSUPPORTED EDGE5. FASTEN 5HEAT11IN6 TO GABLE END 4 DRAG TRU56E5 W R5R5-01 NAILS 0 Y O.G. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU51LY UNDER ALL OVERFRAMIN6. • TRUS5 ALL LARGE VALLEY SETS. FASTEN EACH END TO TRU% BELON W U5P MTH12 AND (2) 3"x0.131" TOENAILS TO EACH TRU55 BETWEEN. FOR SMALL OR IRREGULAR AREAS OF OVERFRAMIN6, PROVIDE 20 (MIN) RAFTER OVERFRAMIN6 0 24' O.G. FASTENED TO TRU55 BELOW W U5P H MI2 4 (2) 3'4131" TOENAILS EA. END (MAX. 4' LENGTH BETHEN 51lPPORT POINTS) • ALL METAL HANGERS SHALL BE SPEGIFIED BY THE TRRT55 MANUFAGTURER, MLE55 OTHERWI5E NOTED. • ROOF TRU% SHOP DW65. SHALL BE SUBMITTED TO ARGH 4 ENG. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF T965E5 W 20 L.EPOER FA5TENED TO FRAMIN5 W(2) 3'x0.131" NAILS 0 16" O.G. • THE EXTERIOR CEILIN(f FOR THE ENTRIES AND PORGHE5 SHALL HAVEY" EXTERIOR 6YP5UM BOARD. THE 6YP5UM BOARD SHALL BE ATTACHED TO ALL FRAMING MEWER5 WITH 13LOGKIN6 PROVIDED AT PERIMETER. THE 6YP5UM BOARD 5HALL BE ATTACHED WITH TYPE "W" IV" DRYWALL SCREWS 0 W O.G. IN FIELD AND ED6E5. Window $ Door Allowable Wind Pre55ure5 0 MPH Wind Zone Exp G Ri5k Gat 11, Endo5ed �I6 0.1b Internal Pre55ure Goeff. P' NIA INTERIOR ZONE5 END Z- 5 3'-0" X 6'-8" DOOR AI +35.6 P5F/-38.8 P5F +35.6 P5F/-465 P5F 2-0" X 5-0" HNDH BI +31.3 P5F/-40.5 P5F B2 +31.3 P5F/-49.98 P5F 3'4' X 6-0" NNEM @ +36.5 P5F/-39.b P5F G2 +36.5 P5F/-48.2 P5F 8'-0" X 1'-0" DOOR DI +332 P5F/-36.3 P5F D2 +332 P5F/-41.1 P5F I15'-0" X 1'-0" DOOR EI +31.1 PW-34.8 P5F 0+31.1 P5F/-38.b 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 charted here are allowable pressures W a max. meal 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 4 a factor of O.b to obtain ultimate pressures. • DE516N 15 BASED ON: bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE51611. SPECIFICATION FOR WOOD CONSTRUGTION" - LATEST EDITION. • DE516N LOADS: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 125 FLOOR LIVE = 40 P5F (30 P5F 0 5LEEPIN6 AREAS) DEAD = 10 P5F (I-Jo15T5 4 SOLID SAW (20 P5F 0 TILE) LATERAL (5EE NOTE5) SEISMIC (SEE NOTE5) SOIL SEE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMING • ALL TYP. NAIL FASTENER REQUIREMENT5 ARE NOTED IN STANDARD CONNECTIONS TABLE (IRC TABLE R602.3(I)) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOf,. CONNECTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFA6TURER5 REQUIREMENT5 FOR MAX CHARTED CAPACITY., NOTE: HANGERS USE COMMON NAIL DIAMETERS NOT TYPICAL FRAMING GUN NAILS. • ExT. 4 INT. BR5 WALL5 SHALL BE 2x4 OU55 NOTED OTHERHI5E ON PLAN) 0 1611 O.G. SIFF OR 5YP #2 GRADE LUMBER, OR BETTER, U.M.O. • WALLS OVER T TALL SHALL BE PER PLAN • ALL HEADERS, 13EAM5 4 OTTER 5TRUGIURAL MEMBERS 5HAI L BE 59WE-PINE-FIR #2 OF) OR `WIHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). ALL HEADERS HAVE BEEN DE50ED BA5ED ON GALGULATED LOADS 4 51ZLD AGGORDIN61.Y. CODE TAB15 HAVE NOT BEEN U5ED. • ALL NON -BEARING INTERIOR STUD NA115 SHALL BE CONSTRUCTED WITH 2x 5TUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX., U.N.0) • HEADERS IN NON -LOAD BEARING WALLS SHALL BE: (1)2x4/6 FLAT 0 OPENINGS 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: • 'L51_' - Fb=2325 psi; Fv=310 psi; E=1.55x10"6 p51 • 'LVL' - Fb=2600 psi; Fv=285 psi; E=2.Ox10"b psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROH5 OF 3x0.120" NAILS 0 8" O/G OR 2 RON5Y4"x_%" U5P WOOD 5GRE 45 (OR,2" TRU55LOK 5GREW5) 0 16" O/G. USE A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER APPLY FA5TENI% AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAI1-5/5GREN5 2" FROM EDGE. 50LID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROH5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER HITH 3 IRONS OFY4"xb" U51 WOOD 5GREN5 (OR 6 %" TRU55LOK 5GREH5) 0 lb" 0/6. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS OF 14" OR GREATER APPLY FA5TENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GRl-_N5 2" FROM EDGE. A 50LID l" BEAM 15 ACCEPTABLE. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (02x KING 5TUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • FOR STUD P05T 6ROUP5 SPECIFIED ON PLANS AS (4),(5) OR (b), FASTEN PLY5 w/(20' 0.131" NAILS 0 b" O.G. OR (20'xO.120" NAILS 0 4" OL. (ALL PLY5, FULL HT. OF POST) • PROVIDE SOLID BLCGGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FNDA3EARIN6. BLOCKIN6 TO MATCH P05T ABOVE. • FASTEN 2x HOOD PLATES TO TOP FLAN6E OF STEEL BEAMS WITH P.A.F.'s ('HILTI' X-GF PINS OR EQUAL) 0 lb" O.G. 5TA66ERED, OR 1/2" VIA. BOLTS 0 48" O.G. 5TA66ERED. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE LISP C44 GAP 4 PA44E BASE, U.N.O. CONNECTION SPECIFICATIONS (TYP. U.N.0) DE5GRIPTION OF BLD6. ELEMENT 5NO.131" NAILS 5NO.120" NAIL J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015T/6LK'6. NAILS 0 4" o.c. NAILS 0 4" OL.STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO 5TUD 2 NAIL5 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTHN. J015T5 TO TOP PL. 3 TOENAILS TOENAILS* DOUBLE STUD NAILS 0 24" ox.. NAILS 0 Ib" OL. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 lb"OL. DOUBLE TOP PLATE LAP SPLICE 9 NAILS IN LAPPED AREA II NAILS IN LAM_D AREA TOP PLATE LAP 0 CORNERS 4 INTERSECTING NALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3NO.120", SAME 5PACI% OR NUMBER OF NAILS. (ONLY ACCEPTABLE HHERE * ARE SHOW G. r 7 4 NA ��n •�ORIC�;:•.���ti; )U11 1,�(I1 © copyright : MULHERN & KULP Structural Engineering, Inc. M&K project number: 195-1701 project mgr: JSB drawn by: KG K issue date: 07- f 5- `J 9 REVISIONS: 77 date: initial: PC Q. U Icy(00 pnn F" O Cq r- V o 0 G c7 D Z CO < U r 0 "C � wa V i 1�0 Lei t Wade Jurney Homes Product Approval/ NOA Index Sheet Updated:l2-18-2Q19 Product Approval Design Component Model/Series Impact Attachment method pproval # Date Pressures Resist. Roof TAMKO Bldg. Products, inc. Asphalt Shingles Roofing 3-Tab Glass Seal Elite FL1$355.1 12/12/2017 N/A Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 in. back from each end and one 12 in. back from each end of the shingle for a total of 4 fasteners. For slopes from 4:12 and higher RhinoRoof U20 is to be laid out horizontally (parallel) to the save with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1" in from the edge. For low slope (less than 4:12) Covering Interwrap Underlayment's Roofing RhinoroofU20 FL15216.1 12/12/2017 N/A applications it is recommended to overlap 50% plus 1"The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. For same day coverage with primary roofing RhinoRoof U20 can be anchored with corrosive resistant 3/8" head x 1" leg roofing nails (ring shank preferred, smooth leg acceptable). Thermo-Tru Fiberglass Swing door Fiberglass 6-Panel FL15225.5 9/21/2018 67 -67 Yes Jamb, Head, and Threshold Fasteners for this unit include #10 Wood Screws or 1/4" Tapcons. A Physical Shim must be placed in Shim Space at each anchor location. Tapcon edge distance MIN 2-1/2". Wood Screw edge distance MIN 3/4", not to exceed 6" O.C. Doors Attach door bracket to jamb w/ 5/16" x 1 5/8" lag screws not to exceed 24" O.C.. Door Jamb to be minimum 2x6 structural grade Wayne Dalton Overhead Double Door Series 9100 FL9174.6 2/13/2018 39.2 -43.7 Yes lumber. Vinai or wood door stop nailed at maximun of 6" O.C. must overlap top and both ends of panels min 7/16" tp meet negative pressures. Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest hole Ply Gem Windows Vinyl Fixed Window Series 1500 FL16104.1 12/27/2017 55 -55 No Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest hole Windows/ Sliding Doors Ply Gem Windows Vinyl Single Hung Window Series 1500 FL16103.1 12/27/2017 50 J'o No Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Corrosion -Resistant Screw Size #8 or Larger Pan Head Vinyl Integral Mull (Twin Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest hole Ply Gem Windows &Triple) Window Series 1500 FL16100.2 10/17/2017 s0 -50 No Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Mastic Eclipse 4.5" Allow a min. of 1/32" 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 FL23885.1 12/12/2017 73.6 -73.6 Yes approx. 12" to 16" apart. Leave a min. of 1/4" clearance at all openings and stops to allow for normal expansion and contraction. Dutch Lap Panels should be 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 96.6 �0.6 Yes Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads. 16" vertical nail spacing. 7" Vertical Vinyl Siding horizontal nail spacing. Ply Gem Siding Mastic Vinyl Siding Cedar Discovery Shake 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 FL16293,1 11/2/2017 20 -2D Yes 1/4" diameter screw shall have a minimum embedment depth of 1 1/2" and have a spacing of 12" o.c. Steel x Ply Gem Siding Mastic Vinyl Soffit Universal (Vinyl) FL23352.1 12/12/2017 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 hem. Soffit Aluminum Coils, inc. Aluminum Soffit FL 12194.1 12/15/2017 $0 -90 No 12" T-4 / 16" Q-4 Aluminum HT Soffit. Channel at the wall 3/4" x 1/4" crown staple in a diamond pattern at 24" O.C. Soffit side 3/4" x 1/4" crown staple at 8" O.C. Facia cap 1 3 4" x 072 1/4" head trim nail at 48" O.C. United Steel Production Co Wood Connectors HD28-21F FL17232.3 12/21/2017 (14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0,148" x 3" Long (10d) Nails into Joist United Steel Production Co Wood Connectors HD0210-21F FL17241.8 8/14/2018 (14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10d) Nails into Joist Simpson Strang Tie Co Wood Connectors MSTA49 FL10852.8 12/13/2017 (26) 0.148" x 2-1/2" Long Nails United Steel Production Co Wood Connectors RT16A FL17236.11 2/13/2018 (9) 0,148" x 1-112" Lang (10d) Nails into truss/rafter; (8) 0.148" x 3" Lang (10d) Nails into Plate Simpson Strong Tie Co Wood Connectors MTS16 FL10456.8 12/19/2017 (14) 0.148" x 3" Long Nails or (14) 0.148" x 1-1/2" Long Nails Simpson Strong Tie Co Woad Connectors MTS12 FL10456.8 12/19/2017 (14) 0.148" x 3" Long Nails or (14) 0.148" x 1-1/2" Long Nails United Steel Production Co Wood Connectors HTT45 FL17324.2 8/13/2017 Install Directly to Framing with 10d Common or 16d x 2-1/2" Pnuematic Simpson Strong Tie Co Wood Connectors MSTC40 FL10852.9 12/13/2017 (20) 0.148" x 3-1/4" Long Nails Minimum Simpson Strong Tie Co Wood Connectors MSTC66 FL10852.9 12/13/2017 (54) 0.148" x 3-1/4" Long Nails Minimum United Steel Production Co Wood Connectors STAD14 FL17249.3 12/21/2017 (38) 0A48" x 3-1/4" Long Nails Structural Components United Steel Production Co Woad Connectors ADTT-TZ FL17324.1 12/21/2017 W58-EXT wood screw or 3/8" HDG lag screw Simpson Strong Tie Co Wood Connectors A35 FL10446.1 12/13/2017 (12) 0.131" x 1-1/2" Long Nails Minimum United Steel Production Co Wood Connectors RT15 FL17236.10 2/13/2018 (5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0.131" x 2-1/2" Long Nails into Plate United Steel Production Co Wood Connectors R37AT FL20872.1 12/12/2017 (5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0.131" x 1-1/2" Long Nails into Plate United Steel Production Co Wood Connectors RT7A FL17236.10 2/13/2018 (5) 0.131" x 2-1/2" Long Nails into truss/rafter; (5) 0.131" x 2-1/2" Long Nails into Plate Simpson Strong Tie Co Woad Connectors LCE4 FL10446.9 12/13/2017 (14) 0.162" x 3-1/2" Long Nails into Beam; (10) 0.162" x 3-1/2" Long Nails into Post United Steel Production Co Woad Connectors CBE44 FL22052.1 8/13/2018 (12) 0.162" x 3-1/2" Lang Nails into post United Steel Production Co Wood Connectors FA4 FL17249.1 12/21/2017 (3) 0.148" x 1-1/2" Long Nails into side of sill plate; (3) 0.148" x 1-1/2" Long Nails into top of sill plate United Steel Production Co Wood Connectors RS14-100 FL17244.28 10/14/2019 Installed directly to Framing, (36) Min. 10d x 1-1/2" with 10d Common or 16d Sinker, United Steel Production Co Wood Connectors KST272 FL17244.14 10/14/2019 (64) Min. 0.162" x 3-1/2" Long Nails O N u seal: DEC i 8 2019 ENg///� ATE �Da OF•. w� pNp ,4(c,,,� © copyright : MULHERN & KULP Structural Engineering, Inc, aZ z JW w z o M z w LZ J Q a Z= a� MM E- 1.1. C W ~ co > 0° T E 3: a a� Jz N t6 W Y 00 p o v in Sy mh it W o N M&K project number: 1 95-00000 project mgr: J S I3 drawn by: .JAI issuedate: 04-2T 1 £ REVISIONS: date: initial: T� W Zrn n Ld 0 127. M0 w a. V Q Q 0 O W ZtAi_nn I 5LA13 FOUNDATION PLAN SCALE: 1/8"=I'—O (11"xll" SHEET SIZE) ELEVATION B SGALE 1/4"=I'—O" 22"x34" SHEET SIZE) y (2)2x, 12" Of (5EE vwrrGlJ I'-0" MONO TRU55E5 o 2411 O.G. n2 ROOF FRAMING PLAN SGALE: I/8"=1'-0" (II"xl7" SHEET SIZE) ELEVATION B SCALE: 1/4"=1'-0" 22"x34 SHEET SIZE) Window it Door Allowable Wind Pre55ure5 160 MPH Wind Zone Exp G, RIA Gat II, Endo5ed 0.18 Internal Pre%ure Goeff. OPENING 51ZE INTERIOR ZONES AND ZONES 3'-0" X 6'-8" DOOR AI +35.6 P5F/-38,3 P51= +35.6 P5F/-465 P5F 2'-0" X 3'-0" WNDW BI +31.3 PW-40..' P5F B2 +51.3 P5F/-49.98 P5F 3'-0" X 5'-0" WNDW GI +365 P5F/-39.6 P5F G2 +365 P5F/-48.2 P5F 8'-0" X 1'-011 DOOR DI +33.2 P5F/-3(63 P5F D2 +332 P5F/-41.1 P5F 16'-0" X -1'-0" DOOR @ +31.7 P5F/-34.E P5F @+313 P5F/-38.b P5F m End Zane Is defined as the smaller of 10% of least horiz. dim. or 40% of mean rool' height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here are allowable pressures w/ a max. mean roof height of 25Ft. Values are permitted to be converted per ASGE 1-10 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures 4 a factor of O.b to obtain ultimate pressures. CONNECTION 5 GIFICATIONS (TYP. U"N,O.) CONNECTION TYPE UPLIFT GAP. FASTENIN6 TP16 TO DBL TOP PLATE OR BM.6A tGONNEGTOR 1160# (q) 2 X0.148' TO TRU55, TO PLATE (14) GIRDER TRU% TO P05T I6 100 -X0148" (14) 'X0.148'FLU5f1 BM. TO P05T I6 10 14 "X0.148' VAI LEY TRU55 TO BASE TRU55 U5P MTHI2 100 (14) s X0.148" STIt K-13UILT OVERFRAMING 2 100 (I4) a X0.148" I TO P05T P 1000# b XO.lb2' 5nnf) TO 50LE PLATE U510 RTl 4459 2'X0.131" TOF' OR 50LE PLATE TO STUD U5P R-N 4954 (5 z"X0.al LEGEND • ® INTERIOR BEARING WALL • BEARING WALL ABOVE • — BEAM / HEADER • 11 TTT:.R11 EXTFNT OF OVERFRAMIN6 tLi11JJ • JL METAL HANGER • _ INDIGATES SHEARWALL • INDICATES HOLDOHN REFER TO • I FOR TYPICAL I GARAGE SLAB 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIR61N 5O1L PORGH 5LAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIR6IN 5O1L 5LAB ON SRADE 3 1 /2" GONG. 5LAB wl bxb HI AA A MF (OR FIBER MESH ILO WWF) ON 6 MIL VAPOR BARRIER ON 4" MIN. 6RANIULAR FILL ON q5% GOMPAGTEL> FILLNIR6IN 5O1L LD-170WN5CHEPULE SYMBOL SPECIFICATION HD-1 U5P HTT45-101-DOWN• HD-2 U5P M5TG40 STRAP TIE (12" END LENGTH) HD-3 16P M5TG66 STRAP TIE (12" END LENGTH) 1-0-4 U5P 5TAD14 HOLDOWN *ALTERNATIVE TO 5TBI6 ANCHOR BOLT SPECIFICATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P SPEGIPIGATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO GOWWTE FOUNDATION w/ U5P GIA-GEL 1000 EPDXY SYSTEM PER MANUF. RECOMMENDATIONS. PROVIDE W MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXr-SET ANCHORS WITHIN I %" OF FACE ON CONCRETE FOUNDATIOM HALL v5 G. 1 N 7 1 t TE a - •, r,tle,. - JUL . Q Q copyright: MULHERN & KULP Structural Engineering, Inc. M&K project number: 195-17014 projectmgr: JSB drawnby: KG K issuedate: 07_ `[ 5-1 g REVISIONS: date: initial: a J U 0 M:z� �� 0LL ,r i� I1 i1► —{ aLn U (V o o m o "Q I Z � Ld a m -� '0 L sheet: RIGHT" HAND seal: FASTEN ROOF TR165 TO TOP PLATE OF WALL K/ V5P' RTI6A CLIP (tM BE INSTALLED ON EXTERIOR FACE OF EXTERIOR WALLS) d (3) 3"X0.120' 011NJ TOENAILS Oki" MAX HEEL HT. 2x4 o I6" O.C. EXT. WALL 5PF OR 5YP #2 CRAVE LUMBER, OR BETTER, UN.O.ON PLAN mfiridroV �m "As I r FASTEN BOTTOM CHORD OF GABLE END TRL65 TO DBL. FA5TEN EVERY OTHER TOP PLATE K/ U5P MPAI 5TUD TO DEL. TOP GLIP5 0 WO.C. PLATE WITH USP RT1 (ONLY READ IN 150 MPH WIND 5PEED OR 2x4 o 16" O.G. EXT. WALL 6REATER) SPF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN P --n--===T,___TI__ -11 _ II II II II II II 2x4 * ib" O.G. EXT. WALL 5PP OR SYP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN FASTEN WALL 5HEATHIN65 TO 51LL PLATE W/ 2 3/8' X 0.113" NAIL5 a 3' O.G., U.N.D. FASTEN EVERY OTHER STUD TO SILL PLATE WITH 15P RTT (ONLY REOV IN 150 MPH WIND SPEED OR GREATER) 2x P.T. SILL PLATE (5EE PI AW GARAGE SLAB (`E 11 Y VIA A.B.14 3')3'x0229" 5TEEL PLATE WASHER A. • 4'-0' OL. MAX. U.ND REINFORCEMENT -SEE DTL I/FDI.O COHTII JOb 0513 RIP — OVER FULL E 545TH Or HEADER FASTENED TO VOL. TOP PLATE, TRHIER E STUDS W 2 %e'x0.113" NAIL-5 ® 3' O.G. PROVIDE 2x4 BLOGKIN6 48" O.G. IN FIRST (3) BAY5 OF ROOF TR)55E5-GUT TO FIT T160T BETWEEN TR155 BOTTOM CIORD5 FASTEN DRYWALL TO BLOCKING K/5GREW5 /NAIL5 a b" O.G. TO BE INSTALLED ON . OF SHTS MAY BE MVEP K, FROM EDGE TO ALLON .. HINDON NAILING TYPICAL EXT. KALL 4 INT. — SHEAR WALL WITH EDGE NAILING t BLOCKING PER PLAN. — U5P R514-100 STRAP CENTERED AT CORNER OF OPENING (36) Z"x 0.131' NAILS (MR MIN LENGTH) —2x4 HORIZONTAL FLAT BLOCKING. - INSTALL 2 BAYS IF FIRST STUD 15 LE55 THAN 16" FROM EDGE OF WINDOW OPENING. — LISP R514-100 STRAP CENTERED AT CORNER OF OPENING W (56) AN 0.131' NAILS MR MIN LENGTH) —2x4 HORIZONTAL FLAT BLOCKING. - INSTALL 2 BAY5 IF FIRST STUD 15 LE56 THAN Ib' FROM EDGE OF WINDOW OPENING. 144 0_9,5TI;e*TH AXIS (LONG DIRECTION OF I PARALLEL TO DBL. TOP PLATE PER 2011 FBG. bTH ED. R103.1.2.1: 5OFFIT5 AND THEIR ATTAGHMENT5 SHALL BE CAPABLE OF RE515TIN6 WIND LOAD5 5PEGIFIED IN TABLES R3012(2) AND R3012(3) FOR W4\LL5 U51N6 AN EFFEGTIVE WIND AREA OF 10 5QUARE FEET. NOTE: BATT OR BLOWN COORDINATE SOFFIT OVERHAN65 IN5ULATION PER ARCH WITH ARCH AND TRU55 MANUF. FIBER6LA55 5HIN6LE5 DRAWINC65 OR TILE ROOF PER ARCH APA RATED 5TRUCTURAL REFER TO 5DI.0 FOR SHEATHING ADDIL 5TRUGT. -5EE NOTES INFORMATION CEILING BOARD -SEE ARCH WALL 5HEATHIN6 (NOMINIAL Y2" THICK 05B OR EQUAL), HOUSE WRAP, VAPOR BARRIER, VINYL SIDING (PER ELEV. DRYWALL DRAWIN65 d PRODUCT -5EE ARCH APPROVAL SHEET) -5EE ARCH PLANS 2x4 0 16" O.G. EXT. WALL FOR COMPLETE INFO. 5PF OR 5YP #2 ORADE LUMBER OR BETTER U.N.O. ON PLAN 5EE ENERGY GALC5 TYP. 51LL PLATE: FOR IN5ULATION REFER TO REQUIREMENT5 PER FOUNDATION DETAIL5 ARGH TYP. GONG. SLAB: FLASHING d REFER TO 51LL 5EALER FOUNDATION DETAIL5 PER ARCH (FOLO) t PLAN GRADE — I I — . 12" WIDE GONG. FOOTING TRENCH (2) #5 BAR GONT. I -O LONC71TUDINAL REINF. W/ 3" MIN: GOVER $ MIN. 38" LAP 5PLIGE TYPICAL I -STORY HALL SECTION SCALE: N.TS. \/G IAI .=A111M \/COTE/AI G.AT IMI I.MIITAII 1.I ATHUI STUDS FASTENED TO VOL. TOP PLATE AND ELL PLATE WITH (2) 3"4.131' END NAILS OR TOENAILS. CLIPS ONLY REQUIRED WNERE SPECIFICALLY NOTED (SEE PLAN SPECS) ALL EXTERIOR WALL5 — 5HALL BE SHEATHED WITH FULL PANR5 IN VERT. OR HORIZ. ORIENTATION AS INDICATED WITH NAILING AS SPEGIFIED ON TYPICAL NOTES AND RAW (5EE PLAN SPECS) �� SEIIIIIIII01A 1 '40! 0 �I/li_. /!r il'I\ I� 1`i�l` 9�=I-_—III► _I���I _— _ _nr� • . . v .. 'Y .- Y KINE"A CORNERS (PER DETAIL GMHJOL15LYv PANEL VIA FORGE s, ONLY i t .:r -RE TRANSFER AROUND r: r 0.. . METHODOLOGY HOLD IO ONLY FtM - R. - NOTED ON PLAN (SEE " 5PEGS) a/� d Lay F% I NO lSALE: EXkU TOP PLATE (S / PLAN 5FEG(SEE 5) _SHEATHING EDGE NAILIN6 (SEE PLAN SPE65) ,,/'--5HF.ATHING FIELD NAILING (SEE PLAN 5PEC5) /-AT HORIZONTAL'S SHEATHING, PROVIDE 2x FLAT BLOCKING AT ALL UNSUPPORTED PANEL EDGE5 (SEE PLAN 5PE:5) -SAT STANDARD WALL OPENING, PROVIDE 0) KING 5TUD + 0) JACK 5W EACH SIDE (UND. ON PLANS) /— 51LL PLATE (5EE PLAR5, NOTES t DETAILS FOR TYPICAL WALL ANGHORAGE 1 GOWECTION5) �`. 8 E F Wil MIR � f RIM x u' A CA M nI if M&K projectnumber: • A po drawn 1 z Ll, �--� U Ld c� C� UJ C' ® r, (D :D It(NaLo V tN O 0 "T � I t Z U (� o It a " ! LOU- sheet: SD a to PONY WAIL MAX. NITA =1'-1Y2' W U5P M5TG66 =X-11" W t15P KST212 fix PONY WALL MAX. HT.: - =I'-1Ys' W U5P M5TG66 =2'-II` W U5P K5T272 F1 (3) KING STUDS - -51WAE KILL+ 5TUD ONLY IF 4 FT (MIN) 5MID RETURN WALL PROVIDED IN PLAN 1111-3,440 MIN. HEAMR SEE PLAN MIN. (2) 2x4 - HEADER TO BE LOCATED AT TOP OF OPENIN6 MIN. (2) 2x4 FASTEN V MIN.THICKNE55 WOOD STRUCTURAL PANEL SHEATHING TO HEADER WITH Z'x0.131' NAILS IN 3' CHID PATTERN A5 SHOM AND 3' O.G. IN ALL FRAMIN6 (5TUD5 < SILL5) TYP. IF PANEL SPLICE 15 NEEDED IT SHALL OCCUR WITHIN 24" OF MID466NT. BLOCKING 15 REQUIRED. IF 2x BLOCKING 15 USED IT MUST 13E 5TITGH NAILED WITH ONE ROW OF %W.148" AT 3" O.G. 7NI:IG":iar7w^I��[I %� Fr 00 r . • r• o r:orry ♦ • •� AND NAILED INTO FIWIIW7) OR L15P HTT45 HOLD". ool�0INSTALLED PER MANUFACTURER MIK G u.aur�a/7. EMBEDMENT \-3'xIIVa' MIN. HEADER. SEE PLAN. - HEADER TO BE LOCATED AT TOP OF OPFNIW6 FASTEN TOP PLATE TO HEADER WITH TWO ROW5 OF FL40XO.14®' NAILS 0 3' O.G. LISP STRAP SPEG BASED ON PONY WALL HE16HT -M5TCfi6 STRAP W 33' END LENGTH FOR I'-1 Ya' MAX HT. or K5T12 STRAP W 36" END LENGTH FOR 2'-11' MAX HT. -STRAP GENTERED 0 BOTTOM OF HEADER - LOCATE ON INSIDE FACE OF WALL. DEL. JACK 57UD (MIN) BLOGKIN6 AS READ Va DIA. ANGMOR BOLT WITH T" MIN. E BIH7-ENT INTO GONG. AND 3°1X35XY4 PLATE NLA5FER, TYP. IIIIIIIIII_ 011 1m,I"IfF zmmw� ww10 M e -tau cr r_ . sT- ly �, U5P STRAP SPEC, BASED ON 'J'4'xO.146' PONY WALL HEIGHT -M5TG66 STRAP W 33' END NAILS IN (2) LENGTH FOR I'-1Y2' MAX HT. ROWS 0 3'OL. or K5T72 STRAP W 36' END LENGTH FOR 2'-II' MAX HE -STRAP CENTERED 0 BOTTOM OF HEADER - LOGATE ON IN51DE FACE OF WAIL. lfy° OSB OR& PLYWOOD SHEATHIN6, GONTINIOU1 FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED SPLICE AREA WALL FRAMIN6 SPEGIFIGATION: 02x4 WALL: USE HF #2 6RADE 5TUD5 (OR BETTER) 02x6 WALL: USE 5PF '5TUD' 6RADE STUDS (OR BETTER) 507H.51D5 OF OARAOE POOR LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH15 HOME 4 SHALL E IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REQUIRED ALL APPLIGABLE AREAS. THESE WHERE 5PEGIFIGALLY INDIGATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seG. iiitttt fff(p(� 24 �s per, W a oRtON rNAIL rni r Jut; © copyright: MULHERN & KULP structural Engineering, Inc. ED W W taQoB ? r @J z ' W d 8 J � rm 9E r U d. R . c» p� C r v m rJ m@ ix ownP ®� Lu mag® O . y mm M&K project number: 195-17014 project mgr: JSB drawn by: KG K issue date, 07-1 5-19 REVISIONS: date, initial: Q. �ir U ii��,, LI J CJ 0 U) a I J 0 Cal r} ��1' U LLM N a LO Q N) z < J 04 z u. U w m O,.w a sheet: iM TYP. SILL PLATE: 2x P.T. PLATE N/)12" DIA. A.B. @ 4'-0" O.G (U.N.0). W I" MIN. EMBEDMENT 4 TYP. 5HT'G TO 51LL 3 X3 X0.22q STEEL PLATE WASHERS. PLATE CONN.: PROVIDE MIN. (2) PER PLATE 5EGMENT, FASTEN WALL SHEATHING MIN. 12" FROM 5E6MENT ENDS TO 51LL PLATE W/ TYP. SLAB ON GRADE: 2 3/5" X 0.115" NAILS a 3 I/2" GONG. SLAB w/ bxb 3 O.G., U.N.O. W1AAA WWF (OR FIBER MESH ILO WWF) ON b MIL VAPOR z N ' d ARRIER ON 4" MIN. GRADE N GRANULAR FILL ON q5% COMPAGTT_n FILL/VIRGIN 501L 11111=1 I �' I I— 12" WIDE GONG. �y O S=1I I„ TRENCH FOOTING (2) #5 BAR GONT. I'-0" LONGITUDINAL REINF. w/3 MIN. GOVER $ MIN. 5b" LAP 5PLIGE TY PIG SL N (TYP) i PG TIN 5GALE: 515 =I-0 - I 6ARA6E INTERIOR ) I GARAGE SLAB —SEE DTL 2/1`0I. } < d V AA 11=1 I I M. y �t- TYP. SILL PLATE —5EE DTL 1/FDI.0 z TYP. GARAGE SLAB: 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON g5% GOMPACTED e� FILLIVI%IN 501L GRADE .< I I El I 1=1 ,,III=11 IIJIII LI d ° 12 WIDE GONG. 111= TRENGH FOOTING REINFORCEMENT -5EE DTL I/FDI.O •Ailr eLL TYP. PORCH SLAB: 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON q5% COMPACTED FILJVIRGIN 501L Q Ll 13" 71FEA11 e BUILDER TO PROVIDE ISOLATION JOINT FLOATiNC7 PORCH 5LAB TYPICAL SLAB ON - ir' IW 1 _FOOTIN6 @ FOI," TYP. SILL PLATE _ —5EE DTL I/FDI.O SLAB ON GRADE _ -5EE DTL I/FDf.O I) _CRAM j d '— II —III —I I L � e III II;;,I11 g g '1I III II�,_,l d i PLAIN GONG. THICKENED 5LAB (5EE PLAN FOR 51ZE) "r—on GENTER FTC. ON WALL ABOVE TYP. 51LL PLATE —5EE DTL I/FDI.O SLAB ON GRADE —5EE DTL I/FDI.O 12" WIDE GONG. TRENCH FOOTING L RGEMENTID0LF — TYP. SILL PLATE BEYOND -5EE DTL 1/FOI.O —GARAGE SLAB —5EE DTL 2/FDI.O —12" WIDE GONG. TRENCH FOOTING —REINFORCEMENT 5EE DTL I/FDI.O i • ki Fill `' , . CUT EVERY OTHER WIRE OF W.W.F. CONTROL JOINT 15MAX BETWEEN I _— --I LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN II_,1111=_„III,,III; TH15 HOME 4 SHALL BE IMPLEMENTED IN 5PEGIEIG AND ARE ONLY REQUIRED ALL APPLIGABLE AREAS. THESE WHERE 5PEGIEIGALLY INDIGATED DETAILS ARE NOT "GUT" ON T E PLANS. ("GUT") ON THE PLANS. ICAL Q I" DEEP SAW GUT GONTROL JOINT WITHIN 24 HOURS OF POUR MID —WAY INTO SLAB —LOCATE JOINTS ® SLAB CORNERS $ OTHER AREAS WHERE CRACKS ARE LIKELY TO OCCUR 5LA13 ON GRADE —5EE FND. PLAN NT LOCATE ®10' TO V o.c. OR CORNER5 WHERE CRACKS LIKELY TO DEVELOP ROOF TRUSSES -5EE 1/5DI O %ARM SOFFIT (A5 CHOSM BY IJ U5P C44 GAP (INSTALLED PER MANJFAGTURER REQUIREMENTS) 4x4 PRE59M TREATED HOOD P05T WFIN151E5 PER ARGH/BUILDER U5P PA44E BASE (INSTALLED PER MAN)FAGTURER REQUIREMENTS) REI DTL I I.Or SLOPE TYP. PORCH SLAB _ -SEE 3/FDID GRADE ° I I d t' I I —III III 11 Ill 111 I I -- COMPACTED I -I 1 I_I q• I I—III—i-- BAGKFILL ° 12"xl2" ISOLATED GONG. PIER FOOTIN5 UNDER P05T -PER PLAN TYPICAL POPZH COLUMN CONNECTION DETAIL _ SCALE: NONE SLAG ON GRADE seal: k%IIIIIU//// +-:A O •, E F !¢j .n , a.. JUL 9 02019 © copyrigbt: MULHERN &KULP Strudural Engineering, Inc. date: initial: T� v l y�u� I U Q i9 p e C Y LLj ng y ql a-_• z CL N°rn N O °q 00 J Lo u " mww a Ii t� sheet: FD e