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HomeMy WebLinkAboutBuilding PlansGRP2 ELEV'B'- SHEET LIST Sheet Number Sheet Name GRP2 0.2 SLAB PENETRATIONS ELEV'B' GRP2 0.4 PLUMBING PLAN 'B' GRP2 0.5 HVAC GRP2 1.2 FLOOR PLANS 'B' GRP22.2 ELEVATIONS 'Ell GRP2 3.2 ROOF PLAN 'B' GRP2 4.2 SECTIONS ELEV'B' GRP2 5.1 INTERIOR ELEVATIONS GRP2 6.2 ELECTRICAL & FLOORING EL.EV'B' STRUCTURAL DESIGN PAGES FOLLOW 191 GRP2 - ELEV'B'- AREA Name Area HEATED 1ST FLOOR 1400 SF UNHEATED 1400 SF GARAGE 408 SF rORCHI 83 SF UNDER ROOF 491 SF 1891 SF GRP2 - ELEV'B'- (STUD) AREA Name Area 1ST FLOOR 1343 SF 1343 SF o : cr 9 Aft �r Q N A 365112" _�.....__ MAR O S 19 14'-0" - 0" 19'-5 1 /2" r t ............. .:._ I == 1I - 7 - j I II II I I I I I'I I I I1 11 j. I I I � II II II i ,II �I II I I I L M II L 1 N 00 II I i . e µ i I I, I II 11 - I N I II II I II II LU CD i I1 I I II v'-xc. V KIf4 i I CUT CONTROL JOINTS I1 I AT INTERVALS 10'x10' I 1 IN BOTH DIRECTIONS I I I � 4 p A02 1T-01/2" I M O N 0 vi w z CL U to w O O Lij J w z O Q O LL z w 2 O z LU LLj F— O N a Q z z OLU LL F- U III 36-51 /2" a J Y 1 SLAB PENETRATIONS ELEV'B' z 114 -1-0 AT 22 X 34 LAYOUT FIL �g 1/8" =1'-0" AT 11" X 17" LAYOI.iT01-7 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 5 Um g. o 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC © 2017 e Lo cn LU Q Q U— LLJUj O Q CL z H7 LU W ti h— t� 04 � UL o ¢ ti PLAN # / ORIENTATION 1402 4 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET'# - 0 EWALLLEGEND 7 FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION • �J' q OF Zz 77//IIJ11101 V N 36-5" /2- 1 ;0 DRYWALL OPENING WIDTH ' STONE VENEER ,_„ 2668DOOR WI TOP &BOTTOM LOUVERED AS NOTED ON PLAN, 6 8 HDR HT. DOOR SQUARE FOOTAGE 16.67 SQ. FT. BRICK VENEER — 1ROD&SHELF DOOR STYLES & RAILS -7.05 SQ. FT. STUD WALL BELOW NOTE: EXTERIOR WALLS FRAMED AT 16" O.C. INTERIOR NON - HEIGHT AND STUD SIZE AS NOTED FORBING EA NGWALAWALLS PECIFCATIONSANDPLOATERI FORMATIONUCTURAL SHEETS LOUVERS 1I8"�C1'=9"X56"__----�—_ -1.02 SQ, FT. NET OPEN AIR FLOW 8.60 SQ. FT. VOLUME OF AIR CONDITIONED SPACE 11200 CUBIC FEET o -._-_- ---- --_- i N PLAN NOTES ' 1 VERIFY ALL ROUGH OPENING DIMENSIONS FOR 8) THE GARAGE SHALL BE SEPARATED FROM THE 13 R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR ALL WINDOWS AND DOORS RESIDENCE & ATTIC BY NOT LESS THEN 1/2" 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 H 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 CODER 308,42. WITH NOT LESS THAN 518" TYPE 7' GYPSUM BOAPfl OR EQUIVALENT.WHERE THE SEPARATIION iS;y R302.9.11FLAME SPREAD INDEX, WALL AND CEILING FINISHES SHAL k HAVE 3 PROVIDE SAFETY GLAZING AT BATH/ SHOWER FLOOR - CEILING ASSEMBLY, THE STRUCTURE AFLAME SPREAD INDEX OF NOT GREATER THAN 200. SUPPORTING THE SEPARTION SHALL ALSO BE PER FLORIDA BUILDING CODE R 308.4.5. PROTECTED BY NOT LESS THAN 112" GYPSOM BOARD EXCEPTION: FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES �? OR EQUIVALENT NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS, CHAIR RAILS, BA�HALL CIA 4 NON BEARING INTERIOR FRAME WALLS SHALL BEAND WIND W OR TH IR FRAMES 0 AND HANDRAILS TO DOORS 0 S E RALC � � - �YEBOARDS b MATERIALS _ FRAMED WIWOOD OR METAL STUDS. SPACING SH "WALLS ONLY 8 ALL WINDOWS INSTALLED 72" ABOVE GRAfiE iihilST THAT ARE LESS THAN 1128 INCH (0.91 MM) IN THICKNESS CEMENTED TO THE NOT EXCEED 24 O.C.O.0 (NON BEARING W L ) ) COMPLY WITH R612.2 MIN 24" SILL HEIGHT OR SURFACE OF WALLS OR CEILI GS IF THESE MATERIALS EXHIBIT FLAME SPREAD' 5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD PROVIDED WITH AN APPROVED WINDOW FALL INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS E DOOR HARDWARE PRVENTION DEVICE CEMENTED TO A NONCOMBUSTIBLE BACKING. N GARAGE D o 6) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES 10) PROVIDE FIRE BLOCKING PER SECTION R-302,11 °O @ 24" 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) INSTALLE3/8" THICK SOLID WOOD DOOR BETWEEN 12) PLANS TO BE DESIGN ACCORDING TO TABLE LIVING AND GARAGE PER FLORIDA BUILDING CODE R301,2(1) OF 2017 FLORIDA BUILDING CODE R3021.5, co TABLE R302.6 Dwelling/Garage Separation Se aration Material F1 om thg residence and attics Not less than %-inch gypsum board or equivalent applied to the garage side From all habits le rooms above the garage Not less than 56 -inch Type X gypsum board or equivalent Structures) 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•BORI E FL PRODUCT APPROVAL # 3-0 6.0 5H PLY GEM 59.5" 35.5" 0 32 0.22 LOW E ARGON )HUTT ER FL 15076.2 ; 0 T- I o 2 G M _31 18'-1 1/2" 4'-4 1/2" 13-11 1/2" 4'-2 1/2" 6-8 1/2" L, 51-71' 2'-71/2" 1 6-10" 7'-11/2" 3-0 5-0 SH 3.0 5.0 SH 3-0 5-0 SH 6' - 8" H.H. 6' - 8" H.H. 218 61f 6PNL 6' - 8" H.H. EGRESS I' WIC OWNER'S BEDROOM LIVING ROOM 13'•6" X 12'•0" 17'•6" X 14'•4" 3,_2„ 9'-91/4" 6-9 1/4" 5-11 1/2" 10'-9112" 2X4 WALL, 341/2" H. WI 12" COUNTER OVERHANG LO 2/8 6/8 � _- 2 216618 GRP25.1 FM DW M } W OOKU I o � o 0. BATH 5' M m ATER 1 32"X60" o TUB/SHOWER 2 RP2 5.1 �+N M N vJ 5'-0° 3 KITCHEN 00 I RI . 210 618 F GRP2 5 4 G �, FCH =1 BEDROOM 2 B2 N" " HOOKUPS - �=; 10.4 X 11.0 N PANTRY N 218 618 216 618 L CnCn LU �4'-10" 31-5,1 3' 6" 4'-9112" ICJ N 5'-111 " CO 3'-211 "' (, 10'-9112" W _ BEDROOM 3 218618 IRE DR 5'-411 111.01, X 10'-01, 4'-3 1/2" 4'4" 3-51/2' 0 0 2/0 618 216 618 p/06/821ss16 2-CAR GARAGE 19' 8" X 20' 0" CID BED 4 SCAPE 111.0" X 101•0" 3.0 5-0 SH 3.0 5.0 SH 6' - 8" H.H. EGRESS 6' - 8" H.H. 3-2 1/2" 5'41/2" 3-2 1/2" '-11/2" ' 1 1/2" 4 16070 SECTIONAL 4X4 POST I T-91/2" 4'-311 113 PORCH 5'-6" 6-6 1/2" 5'-6" 3 16'-011 2'-2 1/2" 17'-01/2" 1'-21/2" 19'-5" 36-51/2" FIRST FLOOR PLAN ELEV'B' 1I4" = V-0" Art 22" X 34" LAYOUT 118" = V-0" A I'11" X 17" LAYOUT A TF MMO I I C NI. 0 LO 0 LO "'I u w H 0 Q, 0 LU LU [1C 0 z "c HYffi `u51iS!"UY' Wom F4or" Les Wneg. 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC @ 2017 11,101pal P. z J 0 Lu H N 0 ti LLL z 'Q a I- Lr) r® r) N Uj m o CM C> Lu do 44 > j a a a. W uJ ® z : &j d 2 LiJ w CD F- p "� N C) Lo 0 U _J iV Q I` LL PLAN # / ORIENTATION: 1402 4 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: z w LAST REVISION DATE 12/10/19 SHEET # GRP21 r2 C N , �r®`r w C Lu L rlU '•', m sl dOJ AJ IAA ABAA�r wT Z OCT 2 42019 O O H t� Lu Q J U-1 z 4 �2 0 118" =1'-0" AT 22" X 34" LAYOUT U 118" =1'-0" AT 22" X 34" LAYOUT 1/8" =1'-0" AT 11" X 17" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 IWJH, LLC © 2017 m F o > d 4 - o ; ® w o N o N w o Q N o F- 0 o v J " < LJ- PLAN # / ORIENTATION 1402 4 BEDROOM/ RIB SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 7/9/2019 SHEET # GRP2 2.2 FILE COPY' 1/300 GRP2 ELEV'B' - ATTIC VENTILATION CALCS Roof Soffit Ventilation Upper Lower Total Ridge 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. fl.) 1891 SF 908 726 454 460 624 1084 14 5 104 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 a 1 nvvr r�H)v c�cv � 118" = V-0" AT 22" X 34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT n V) LU /z I.i U Ln 0 LU H O O 0 LU H J Uj rz z O C¢ G O LL z LU I— O z ¢ 0 LU LU O z Ln 0 z J Z O LU F_ U Z) rz F— N O LL Q a cn 0 LJJ LU LJJ a J Y 06 z LU J 1 �� PEilkN�dNb,'� I�,Ett~75t; fit' �:i tt i' tC j! e'Yt'tkt It [`iEt' S�i"t1;dilhl�ip�X'�� p 444 ,uh �E��'fi3lxrtiFl6.E�.li7i!q"IlidPl UXIhifE lE`lE031d,t, ��}skeiP:iiPIl�' k utev!i� ilEi�kE�i(t�ii low More Home. Len Moneg. Guamnbwd. 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 W1H,LLC © 2017 v J Z N a DC O 0 Ln r— rn Y j M a a LL n- w IJJ o ev o � p �w a D V) g w w F- Y o N o a NoU')o O U J NQtiLL PLAN # / ORIENTATION 1402 4 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 3.2 i ----- ---- I �l I i I LINE OF SOFFIT ABOVE m I 4X4 POST AS SPECIFIED COLUMN SIZE PER STRUCTURAL DRAWINGS 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 flan H -inch Type X gypsum board , or equivalent Structure(s) supporting floor -ceiling assemblies - used for separation required by this section Not less than Yrinch gypsum board or equivalent - HEATHING RytNGWERIAL PER EVATION 12 MIN, R-30 BLOWN -IN 0 BATT INSULATION 1 PER ELEVATION OOD TRU E 0 STRUCT fti WINGS VINYL SOFFIT SHALL MEET R70313 (+27.71-37.0 P.S.F.) ' FRAMINGAT " I FASCIA, SH P R BUILDER SEE STRUCTURAL SHEETS 2 z FOR ANCHORAGE > y 11 1/4" BEAM PER STRUCTURAL RHAN A o DRAWINGS P.T.1X FINISH MATERIAL COLUMN SIZEPER — STRUCTURAL 0R, WINGS P.T. 2X NAILER, TYP. 6" n WIDTH z O t w w U) R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to vi prevent entry of water into the wall cavity or penetration of water to the building structural framing w INDOW OR DOOR SILL z `components: Self -adhered membranes used as flashing shall comply MINIMALLY EXPANDNG with AAMA 711. The flashing shall extend to the surface of the exterior wall finish Approved corrosion oJ. CAULKING POLYURETHANE FOAM OR resistant flashmgs shall be installed at all of the following locations: APPROVEDCAULK U y - 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the N LAP & TAPE WEATHER RESISTIVE BARRIER AT JOINTS (UPPER WRAP WEATHER RESISTIVE surface Of the exterior wall finish or to the Water -resistive barrier for subsequent drainage. Flashing at 0 Mom Home L . `rN. BARRIER INTO OPENING & TAPE TO SHEET OVERLOWERSHEETI exterior WIndOW and door openings shall be installed In accordance with One Or more Of the following Or W " SILL USING SELF -ADHERED F�ASHING other approved method;. �'-� 1.1 The fenestration manufacturer's written flashing instructions. _r 3300 BATTLEGROUND AVE. I--- SUITE 230 1.2 The flashing manufacturer's written Installation instructions, 0 ' ,AnFASTEN SELF-ADHEREDFLASHING 1.31naCCordanceWlthFMAIAAMAIOI),FMAIAAMA200,orFMAANDMA250. GREENSBORO, NC 27410 ;; sk CORNER USING MECHANICAL 0 FASTENER 1.4In accordance with the flashing method of a registered design professional, H PHONE: 336-282-3606 2. At the intersection of chimneys or other masonryconstruction with frame or stucco walls, with projecting Q ffx NSTALLSELFADHERED y p j g FLASHING AROUND lips On both sides under stucco copings, W1H, LLC ©2017 Cr ° PERIMETER OF OPENIN 3. Under and at the ends Of masonry, wood or metal copings and sills. Q 4. Continuously above all projecting wood trim. w WINDOW& DOOR PAN FLASHING 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. oC 6. At wall and roof intersections. z not to scale 7. At built-in gutters. 0 �ti'ttl#.lit/� SQ C I 04J, R%lDP �d 0 Z w 5 w DC 0 z N r r) z Q J z 0 W E- U f-- c4"t CIO iv C ®° LIII J ti LLI Ili Temp. Level 1 Temp, Level 1 Temp. Level 1 Temp. Level 1 _ Temp. Level 1 Temp, Level 1 Temp. Level 1 Temp. Level 1 BATH 2 1/4" = V-0" AT 11" X 17" LAYOUT N W z a_ N �0 LL W 2 IH 0 0 H 0 W H a J W z 0 H a 0 LL z W H 0 Q W W w cr H 0 z a 0 z a J z 0 W U N 0 LL Q a N 0 W W W W KITCHEN 1 Z) 2 t i3i i ttt� � �e ri1166 �' t�iti [ [i iii(il 4 pg( JI€�Ii�iiiM1tli �! Rtt i ?nrr ii i v�r[ Ped i,lii aii tvbwft (ty H ( IE Gi t t3� E�i 4ilhk ii j fl� sa.IEl�i� d t ., n'.'� i�.I>!ivE Le�.3 i i tL!_ r min Nr 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 W1H,LLC © 2017 0 Q N uj � J W W z LC) r O O Lu M a aLL. a W Lu a z �a w W�i- Y o N O a CV 0Lo 0 O c� J N Q 1` LL PLAN # / ORIENTATION; 1402 4 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 5.1 ... .. r FILE COPY o=Printed copies of this P document are not considered signed and sealed and all SHA-1 uthentication codes must be i fie on any electronic copies., l oE1cThLs item has been Spe electrc�����11�, sign d and sealed iaris . 1manLsing a SHA-1 authentica code., email=cspeiman@spelmanengine n ering.com, c=US 1 'X/ Date: 2019.03.05 11:34:41 -05'00' w • No 34925 an y • r rwo • • •/yn s• • �i..n :*• STATE OF 1 PLUMBING PLAN 114 1 0 AT 22 X 34 LAYOUT 118 1-0 AT 11 X 17 LAYOUT Spelman Engineering, Inc, 101R OF MW 01 AM POP PnWli n nomn 21enn 1"JMATION OR USE OF VEI PLA6W FjftiRENS k EXPOSLYLIMRD701WSMJkTONLYREI*E REPROMCMN ORR�LIUMNN MOLE ORFARiISPRORINi8* WfWPoM CWOFFtE"W MEMHams UkHSWIM NRKK7NEER: - UMESP.SPELI ,PE; FL6RICAIICENSE#A26 t-; t N` E• {['{� {f�!{Eti!{t( fE{ {i 4 i43.�IGL Nam$gyp HBo Lm x Gua 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 W1H,LLC © 2017 iv 00 rw r LO LV M BQ LJL a W UJ ® M U o L: ® W z ii CL UJI w F— ®' CN p CCN O Q C140W)0 O U J LL PLAN # / ORIENTATION 1402 4 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: PLUMBING LAST REVISION DATE 2/19/19 SHEET # GRP2 0A 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 PANEL (SCHEDULE # #' # DESCRIPTION # 1 AHU WITH HEATER 50 AMP #6 1 2 RANGE 40AMP #8 2 3 3 1 4 4 5 DRYER 30.MP #10 5 6 ACU 30AMP #10 6 7 7 8 8 9 WATER HEATER 30 AMP #10 9 10 WASHER 20ANW #12 10 11 11 12 DISHWASHER 220AMP #12 SM APP #1 20AMP #12 SMAPP#220AMP#12 1 FOOD/ MICRO 40AMP #12 REF 20AMP #12 12 13 BATH G 20AMP #12 13 14 14 15 GAR GFCI 15AMP #14 15 16 16 17 EXT GFCI 15AMP #14 17 18 18 19 LTG-GAR-I{IT-BATH-FOY 15AW #14 19 20 20 21 FAMILY 15AW #14 21 22 NOOK/ DR 20AW #12 22 23 MAST BED/ BATH 15AMP #14 23 24 SPACE 24 25 BED 2/ LOFT 15AMP #14 25 1 26 SPACE 26 27 BED 3/ BATH 15AMP # 14 27 28 SPACE 28 29 SPACE 29 30 SPACE 30' 31 SPACE 311 32 SPACE 32 Iffuc nvuoc LV/1 L./ l.d'1Ll�V L/1I IVIVJ 2 SMALL APPLIANCE 1500VA EACH 3000 1 LAUNDRY 1500VA EACH 1500 1400 SF GENERAL LIGHTING @ 3W / SQ. FT. 4200 1 WATER HEATER 4500 ' 1 REFRIGERATOR - 1440 0 FREEZER - 0 1. DISHWASHER 1030 1 DISPOSAL 690 0 TRASH COMPACTOR 0 1 MICROWAVES 1630 2 0 CENTRALVACUUM 0 0 - MINI FRIG AND ICE MAKER 0 0. JENN AIRE 0 1 CLOTHES DRYER ELECTRIC 5000 1 RANGE 11600 0 COOKTOP 0 0 WALL MOUNTED OVEN 0 1 GARAGE DOOR 1127 0 LANDSCAPE 0 0 POOL PANEL 0 35,717 FIRST 10,000 @ 100% 10000 REMAINDER @ 40 % (25,717) 10287 " 20287 HEAT LOAD 8750 W 5688 65% A/C LOAD 2.0 tons 3750 V,y 0 1000/0 (HEATPUMP HEATING WITH ADDNL ELECT HEAT ADDED FOR MAXIMUM HEAT LOAD VA) N OUTLET -110V OUTLET - TV WALL LIGHT 101 GARAGE DOOR OPENER PREWIRE O SMOKE DETECTOR OUTLET-110V (TjTp GROUND FAULT OUTLET- PHONE 18" LIGHT BAR OO FLUSH MOUNT SIC SMOKE DETECTORICO O INTERRUPTER a OUTLET 110V LL .. ...- `h ® P/1A P111111IIT ANTI 11"1nn --�_�-- _ €' \ Ca ret- c� � Ca et a myl -- - -- - - 0, BATH =Q GF _ o o UnYI ID H UPS O ` o ATER — - / EATE� ° HOODIMW =:(�)GF KITCHEN UNDER COUNTER � I gDR00 2 I\ HVAC p _ Vinyl _ _ _ + Car Vinyl - cJ- 315 O ® R TV bEDRo0M 3 n I O Vinyl 111.011 X I OI.011 C ACU I - ..., VOLT-AMPERES 25,975 VA' - I DEMAND LOAD AMPERES 108 @240V CD � GFIWP � 1 ( ) 1 O I 1 ELECTRIC PANEL 9 1 1 - 2-CAR GARAGE — O \ 19,,811 X 20'.0" KEYLESS GARAGE DOOR n OPENER PREWIRE BED 4Car OPENER GFI PROTECTED I r-011 X 1 0 O rt �l Vinyl - o �� Vinyl M GFI (WP) Spelman Engineering, Inc, 1923SEM PK CAPE CORAL,FLORID 3 __. _ ..__... _ _.__ _;.. PHONE (23VW930) FAX (23058-N) r-I rnrnln A I A nr r-I nnn 7-1 i-1 I IMI FIONDACA#26955 wwwimhanenulmwnnmi niU 1 I ° Guatu0nd, 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 I WJH, LLC © 2017 r O Y j M Q LU u— a LU LU 0- z o N uj 0- G W W CC N 4 o WS F— CL O N 1 O u J N Q r` LL PLAN # / ORIENTATION: 1402 4 BEDROOM/ RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # FILE COPY 0 seal: MEANS 4 METHODS NOTES THE STRUCTURE 15 DE516NED TO BE SELF 5UPPORTIN6 AND STABLE AFTER THE BUILDING 15 FINISHED AND ALL PLAN, DETAIL, AND NOTE SPECIFICATIONS HAVE BEEN COMPLETED. IT 15 THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDIN6 AND ITS COMPONENTS DURING CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NECE55ARY 5HORIN6, 5HEETINS, TEMPORARY BRAGIN6, GU(S, AND TIE-DOWN5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5HORING AND BRAGIW6 REQUIRED TO 5TA13ILIZE AND PROTECT EXI5TING AND ADJACENT STRUCTURES AND SYSTEMS DURING COURSE OF DEMOLITION AND CONSTRUCTION OF THE PROJECT. LATERAL EIRAeGNb METHODOLOGY • THE WOOD FRAME STRUCTURE OF THI5 UNIT/MODEL 15 DE516NED TO RE515T LATERAL LOADIN65 AS PERMITTED BY SECTION 4.35 OF THE SPECIAL DE516N PROV1510145 FOR WIND AND SEISMIC (51)PW5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENIN65 METHODOLOGY PER THE REQUIREMENTS SET FORTH IN SECTION 4.352. AS SUCH, WALLS WITH OPENIN65 ARE WN51DERED A 51N6LE STRUCTURAL PANEL AND MAY NOT REQUIRE HOLDDOWN5 ADJACENT TO EACH WINDOW/DOOR OPENING. • 5HEARWALL5 USED IN THE DB16N OF THE STRUCTURE ARE DE516NED TO RE515T BOTH SHEAR AND UPLIFT, AS PERMITTED THROUGH SECTION 4.4 OF THE 5DPW5. A5 5UGH, STUD CLIPS ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE515T EXCESS UPLIFT LOAD THAT HAS NOT BEEN RESOLVED THROUGH THE EXTERIOR 5HEATHIN6 FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARWALL. 11 - --uve1I SECTION R318 - PROTECTION A6AIN5T TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITIGIDE5, INGLUDIN6 501L APPLIED PESTICIDES, BAITING SYSTEMS, AND PE5TIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, 'RE615TERED TERMITICIDE." UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF 4 COMPLIANCE SHALL BE 155UED TO THE BUILDlN6 DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAY45 ESTABLISHED BY THE FLORIDA DEPARTMENT OF A6RIGULTURE AND GON5UMER SERVICES." R - u 1 THI5 MODEL HA5 BEEN EN6INEERED TO RE515T LATERAL FORGE5 RESULTING FROM 160 MPH WIND 5PEED, EXP. G R15K CATEGORY II 4 5E15MIG GATE60RIE5 A/B. ENGL05ED, 0.18 INTERNAL PRE55URE GOEFF. ENGINEERED DE516N WA5 COMPLETED PER THE 6TH EDITION 201-I FLORIDA RE5IDENTIAL 4 BUILDIN6 6ODE5 (5EGTION5 R301.1.3 (RE5) 4 I(90a (BUILDIN6)) 4 A56E 1-10 STANDARD EXTERIOR WALL 5HEATHIW6 REQUIREMENTS: 0 SHEATH ALL EXTERIOR WOOD FRAMED WALLS w/ 1/I6' PLYWOOD OR o5D FASTENED W/ 2Ya"X0.131" NAILS o b" O.G. ALOW PANEL EDGES AND 12" O.G. IN THE PANEL FIELD. I. ALL 5HFATHIN6 PANELS SHALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO STUDS) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2X HORIZONTAL BLOCKING 514ALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL ED6E5 4 EDGE FA5TENIN6. 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 o 16"o.c. MAX. U.N.O.ON PLAN. 3. 5HEATHIN6 SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ *2"xO.131" NAILS o I6"o.c. USE (8) %"xO.131" NAILS o EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALY515 A-%UME5 ALL INTERIOR SHEAR WALLS ANG EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENI%S. 6. SEE ARCHITECTURAL PRAHIW75 FOR ADD'L WALL GON5TRUCTION ' QUIREMENT5. 7. ALL EXTERIOR WALLS CONSIDERED AS SHEAR K6,M5. 8. WHERE PANELS AIRE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL B OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ®� INDIGATES LOGATION AND EXTENT OF 5HEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FA5TENIN6 5PECIFIGATION5 BEYCAID THAT OF 5TANDARD GON5fRUGTION SYMBOL 5HEAR PANEL 5PEG. 0 1/I6" PLYWOOD OR 05B FA5TENED w/ 2Y2"xO.131" NAILS ® 3" o.c. ALON6 PANEL EDOE5 AND 12" o.c. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 A55EMBLY. HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION �j HO-1 LISP HTT45 HOEDOWN' ® HO-2 U5P M5TG40 STRAP TIE (12" END LENGTH) ® 1-10-3 LSP M5TGbb STRAP TIE (12" END LENGTH) ® HD-4 U5P 5TADI4 HOLDOWN *ALTERNATIVE TO 5TBI6 ANCHOR BOLT 5PEGIFIGATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ LISP GIA-GEL 7000 EPDXY SYSTEM PER MANUR RECOMMENDATIONS. PROVIDE Q" MIN. EMBEDMENT INTO GONGRETE. DO NOT LOCATE EPDXY-5ET ANGHOR5 WITHIN 1 %" OF FACE ON CONCRETE FOUNDATION WALL f ` - • FOOTIN6 OB16N - 2,000 P5F ALLOWABLE 501L BEARING PRESSURE 15 ASSUMED. BUILDER/CONTRACTOR MUST VERIFY. • FASTEN 2x4/b 51L.L PLATES TO FND WITH A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAX. FROM PLATE ENDS - UTILIZING: • 1/2" DIA. ANCHOR BOLTS o 4'-0" o.c. WITH 7" MIN. EMBEDMENT o GONG. • ALL ANCHOR BOLTS SHALL HAVE 3"x3"x0224" STEEL PLATE WASHERS UNLE55 NOTED OTHEPA15E ON PLANS. • ALTERNATIVES: • 112" DIA. X b" LONG POWER5 WEDGE -BOLT+ ANCHORS o 4'-0' O.G. • 1/2" DIA. THREADED ROD (P MIN. EMBED) o 4'-0" O.G. UTILIZING HILTI HIT-HY-200 EPDXY SYSTEM • U5P FA4 ANCHOR 5TRAP5 o 4'-0' O.G. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ PERIMETER FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318 CHAPTER 14 FOR STRUCTURAL PLAIN CONCRETE. GONGRETE SHALL ATTAIN THE FOLLOWING MIN. WMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: • f'c = 2,500 PSI: ....... FOOTIN65 4 INTERIOR SLABS ON GRADE 2,500 psi: ....... 6ARA6E 4 EXTERIOR 5LA55 ON GRADE • fly = 60,000 psi • • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR BELOW FR05T LINE. CONSULT 5011-5 REPORT OR BUILDIN6 DEPT. FOR MINIMUM DEPTH BELOW GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIR61N 501L OR 95% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF 5LA13 ED6E5, AND OTHER LOCATIONS WHERE 5LA13 CRACKS ARE LIKELY TO DEVELOP. • 5AW CUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I' FOR A 4" 5LAB) • JOINTS SHALL BE LOCATED o 10'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUAR1-'5 AS P0551BLF (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO • A RE615TERED WOOD TREATMENT TERMITIGIDE SHALL BE USED FOR SUBTERRANEAN TERMITE PREVENTION, IN AGGORDANGE WITH THE LABEL DIRECTIONS FOR L15E AND THE F5G. • DIMENSIONS BY OTHERS, BUILDER TO VERIFY. 6ARA6E SLAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON 45% GOMPAGTED FILLNIR61N 501L PORCH 5LAB 4" GONG. 5LAB ON 4" MIN, 6RANULAR FILL ON 95% GOMPAGTED FILLNIR6IN 501L SLAB ON 6RADE 3 1/2" GONG. 5LAB W bx(b WIAAA ME (OR FIBER ME51-1 ILO ME) ON b MIL VAPOR BARRIER ON 4" MIN. 6RANULAR FILL ON 15% GOMPACTEI) FILLNIR61N 501L FLOOR FRAMING • I-Jo15T5/fRU55E5 SHALL BE DE516NED BY MANUR TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /fRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • I-JOIWI-1R155 SHOP DWG5. SHALL BE SUBMITTED TO ARCH. 4 ENS. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23132' GONFORMIN6 TO P52-04, 24" O.G., EXP05LIRE I, TONGUE AND GROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMIW6 MEMBERS W/ GLUE AND 3'x0.131" NAILS o b" O.G. AT PANEL EDCE5 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMING • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TP15 BG51 1-14 GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGING OF METAL PLATE CONNECTED WOOD TRUSSES! • FASTEN EACH ROOF TRUSS TO TOP PLATE W/ LISP RTIbA HURRIGANE CLIP (OR APPROVED EQUAL) o ALL BEARIN6 POINTS. CLIPS MUST BE INSTALLED ON EXTERIOR FACE OF EXTERIOR WALL5 OR THE SAME 51DE A5 THE SHEAR WALL SHEATHING. • ALL ROOF GIRDER TRUSSES AND FLUSH BEAMS WITHIN THE ROOF SYSTEM SHALL BE FASTENED TO TIE DOUBLE TOP PLATES AND F05T SUPPORT W LISP MTWIb 61RDER TIE-DOWN5 OR APPR EQUAL (TYP. U.N.O.ON PLANS) • ROOF SHEATHING SHALL BE 7/Ib' MIN. 0513/PLYWOOD 5HEATHIN5 2%, EXP05LRE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ R5P-"l (2-%1xO.113' RIN6 SHANK) NAILS o b" O.G. o PANEL E06E5 4 o b' O.G. IN FIELD. PROVIDE 'H' STYLE CLIPS ALONG UN5UPPORTED ED5E5. FASTEN SHEATHING TO SABLE END 4 DRA6 TRUSSES W R5R5-01 NAILS o 3' O.G. • ROOF 5HEATNIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTIN10U5LY UNDER ALL OVERFRAMIN5. • TRUSS ALL LAR6E VALLEY SETS. FASTEN EACH END TO TRU55 BELOW w/ L15P MTWI2 AND (2) 3'xO.131' TOENAILS TO EACH TRU55 BETHEEN. FOR SMALL OR IRREGULAR AREAS OF OVERFRAMIN6, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN6 o 24" D.G. FASTENED TO TRU55 BEIAW w/ LISP MTW12 4 (2) 3'xO.131" TOENAILS EA. END (MAX. 4' LEN6TH BETWEN SUPPORT POINTS) • ALL METAL HA%ER5 51-All BE SPECIFIED BY THE TR65 MAR FAGTURER, LNLE55 OTW W15E NOTED. • ROOF TRU55 SHOP DW65. 5HALL BE 5UBMITTFD TO ARCH 4 ENS. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRL55B w/ 2x4 LED6ER FASTENED TO FRAMIN6 W(2) 3'xO.131" NAILS o lb'O.G. • THE EXTERIOR CEILIN65 FOR THE ENTRIES AND PORCHES SHALL HAVEY2' EXTERIOR 6YP51H BOARD. THE 6YP" BOARD 514ALL BE ATTACHED TO ALL FRAMING MEMBERS WITH 5LOGKIN6 PROVIDED AT PERIMETER THE 6YP%H BOARD 5HALL BE ATTACHED WITH TYPE 'W" IV4" DRYWALL 5GREW5 o 8' O.G. IN FIELD AND ED6E5. WlndoW if Door Allowable Wind Pre55ure5 160 MP14 Wind Zone Exp G, RI5k Gat II, Endo5ed 0.18 Internal Pre55ure Goeff. OPENING 51 - INTERIOR ZONCS END ZONCS 3'-0" X 6'-8" DOOR 0 +35.b P5F/-38.8 P5F +35.b P5F/-4b.5 P5F 2-0" X 3'1 N!IA14 @ +37.3 PSF/-40.5 P51F B2 +37.3 P5F/-49.c0 P5F 3'-0" X 5-Ou WNDW @ +3b.5 P5F/-39.6 P5F G2 +3b.5 P5F/-48.2 P5F 8'-0" X 7'-0"DO�RDI +332 P5F/-36.3 P5F 02 +33.2 P5F/-41.7 P5F Ib'-O" X 7'-0" DOOR EI +31.7 P5F/-34.6 P5F ®+31.1 P5F/-38.6 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 me allowable pressures w/ a mac mean r,)oF height of 25ft. Values cre permitted to be converted per A5GE 7 10 section 2.4.1 to get an equivalent ultimate load pressure. DIVide allowable pressures Lx a factor of 0.6 to obtain ultimate pressure- 11 6ENERAL STWUM NOTES • DESIGN 15 BASED ON: bth EDITION (2017) FLORIDA BUILDIN6 CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOA05: ROOF DEAD = 7 P5F T.G., 10 Pi B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (30 P5F o SLEEPIN6 AREAS) DEAD = 10 P5F (I -JOISTS 4 50LID SAWN) (20 Pi o TILE) LATERAL (5EE NOTCH) 5E15MIG (SEE NOTE5) 501L SEE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMING • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN STANDARD CONNECTIONS TABLE (IRC TABLE R602.3()) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LE 7TH REQUIRED FOR CONNECTION. ALL HAN6ER NAILS SHALL BE INSTALLED PER MANUFACTURERS REQUIP.EMENT5 FOR MAX CHARTED CAPACITY. NOTE: HANGERS USE COMMON NAIL DIAMETERS NOT TYPICAL FRAMIN6 GUN NAILS. • EXT. 4 INT. BRO WALL5 SHALL BE 2x4 04LE55 NOTED OTHERWISE ON PLAN) o lb" O.G. 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.M.O. • WALLS OVER 1 TALL SHALL BE PER PLAN • ALL HEADERS, BEAMS 4 OTTER STRUGTUR& MEMBERS 5HALL IBE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LWIDER, OR BETTER (KILN -DRIED). ALL HEADERS HAVE BEEN DE516NFD BASED ON CALCULATED LOADS 4 51ZED AGGORDIN6LY. CODE TABLES HAVE NOT BEEN USED. • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE '.`-1EMBER5 SPACED o 24" O.G. (MAX., U.N.0) • HEADERS IN NON -LOAD BEARING WALLS SHALL BE: (1)2x4/b FLAT o OPENINC75 UP TO 4% (2)2x4/6 FLAT UP TO V. • ALL FRAMIN6 LUMBER SHALL BE DRIED TO 15% MG (KO-15). • ENGINEERED LUMBER .'J MEET OR EXCEED THE FOLLOHIN6: • 'L5L' - Fb=2325 psl; Fv=310 psl; E=1.55xlO^b psi • 'LVL' - Fb=2bO0 psi; Fv=285 psl; E=2.OXIOAb psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"xO.120" NAILS o 8" O/C OR 2 ROMY4"x3y2" LISP WOOD SCREWS (OR ;u;" TRI65LOK 50REW5) o Ib' O/G. USE A MINIMUM OF 3 IROe: FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 PN I BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5%SGREW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"x6" L15P WOOD 5CREW5 (OR b V4" TRU55LOK 5GREW5) o Ib' OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREHS 2" FROM ED6E. A 501-0 7" BEAM 15 AGGEPTABLE. • ALL HEADERS SHALL BE SUPPORTED BY (02x JACK STUD 4 (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • FOR 5TU0 P05T GROUP5 SPECIFIED ON PLANS AS (4),(5) OR (b), FASTEN PLY5 w/W-;"xO.131" NAILS o b" O.G. OR (2)3'x0.120" NAILS o 4" O.G. (ALL PLY5, FULL HT. OF POST) • PROVIDE 50LID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO RVJBEARINS. BLOCKING TO MATCH P05T ABOVE. • FASTEN 2x WOOD PLATES TO TOP FLANGE OF STEEL BEAMS WITH PA.F.'s ('HILTI' X-GF PINS OR EQUAL) o Ib' O.G. 5TA66E:RED, OR 1/2" DIA. BOLTS o 48' O.G. 5TA66ERED. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE U51P G44 GAP 4 PA44E BASE, U.N.O. W- sir. son CONNECTION SPECIFICATIONS (ri(P. U.N.0) DESCRIPTION OF 131-196. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS .1015T TO SOLE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO JO15T/BLK'6. NAILS o 4" o.c. NAILS o 4" o.G. STUD TO 50LE PLATE 2 TOENAILS _ (3) TOENAILS• TOP OR SOLE PLATE TO 5TUD 2 NAILS _ NAILS RIM TO TOP PLATE TOENAILS o 6" o.c. TOENAILS o 6" o.c * BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS o 24" o.c. NAILS o lb'o.c. DOUBLE TOP PLATE NAILS o 24' o.c. NAILS o 16" o.c. DOUBLE TOP PLATE LAP Spi 7MR-AII-5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME SPACING OR NUMBER OF NAILS. e (ONLY ACCEPTABLE WHERE * ARE 5HOWN) © copyright : MULHERN & KULP Structural Engineering, Inc. 0 z J w w z z ■ W d a F- �F LU 9 � m R a E r- m LU o � Wa M&K project number: 195-1 9004 project mgr: J S B drawn by, WC issue date: 03-08-1 9 REVISIONS: date: initial: 03/08/19 PAT I� W zrn W 2 WW I� W 2 0, J U W c�0 r, V ! 0 - T L �0 �NQm LO O 2 LL �MN0�� ��- Z r� W" ® 0 OIL t q V-) lei sheet: t u Wade Jurney Homes Product Approval/ NOA Index Sheet Updated:l2-18-2019 Product Approval Design Impact Component Attachment method .Model/Series pproval # Date Pressures Resist. Roof. TAMKO Bldg. Products, Inc. Asphalt Shingles Roofing 3-Tab Glass Seat Elite FL18355.1 12/12/2017 N/A Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 in. back from each end and one 12 in. back from each end of the shingle for a total of 4 fasteners. For slopes from 4:12 and higher RhinoRoof U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1" in from the edge. For low slope (less than 4:12) Covering Interwrap Underlayment's Roofing RhinoroofU20 FL15216.1 12/12/2017 N/A applications it is recommended to overlap 50% plus 1"The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. For same day coverage with primary roofing RhinoRoof U20 can be anchored with corrosive resistant 3/8" head x 1" leg roofing nails (ring shank preferred, smooth leg acceptable). Therma-Tru Fiberglass g Swing door g Fiberglass 6-Panel g FL1522 3 5 9/21/2018 67 67 Yes Jamb, Head, and Threshr)ld Fasteners for this unit include 410 Wood Screws or 1/4" Tapcons. A Physical Shim must be placed in Shim Space at each anchor location. Tapcan 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 15/8" lag screws not to exceed 24" O.C.. Door Jamb to be minimum 2x6 structural grade Wayne Dalton Overhead Double Door Series 9100 FL9174.6 2/13/2018 39.2 -43.7 Yes lumber. Vinal or woad floor 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 -50 No Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Corrosion -Resistant Screw Size #8 or Larger Pan Head Vinyl Integral Mull (Twin Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest hole Ply Gem Windows &Triple) Window Series 1500 FL16100.2 10/17/2017 50 -50 No Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min, Mastic Eclipse 4,50 Allow a min. of 1/321' between the back of the nail head, screw or staple crown and the nailing strip. Nails or staples should be placed Ply Gem Siding Mastic; Vinyl Siding FL23885.1 12/12/2017 73.6 -73.6 Yes approx. 12 to 16 apart. Leave a min. of 1/4 clearance at all openings and stops to allow for normal expansion and contraction. Dutch Lap Panels should be 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 -96.6 Yes Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads. 16" vertical nail spacing. 7" Vertical Vinyl Siding horizontal nail spacing, Ply Gem Siding Mastic Vinyl Siding Cedar Discovery Shake 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" 1Heads. 18" (shake) vertical nail spacing. 8" horizontal nail spacing. Shutter Hurricane Storm Panel MFG INC. 24 Gauge Galvanized Storm Panel FL16293.1 11/2/2017 20 -20 Yes 1/4" diameter screw shall have a minimum embedment depth of 1 1/2" and have a spacing of 12" o.c. Steel Ply Gem Siding Masti, Vinyl Soffit Universal (Vinyl) FL23352.1 12/12/2017 132.8 -36.7 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 Soffit 1 16" 16 GA Dia, in each nail hem. Aluminum Coils, Inc. Aluminum Soffit FL12194.1 12/15/2017 80 -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 13 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 Strong Tie Co Wood Connectors MSTA49 1`1_10852.8 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 1-1/2" Long (10d) Nails into truss/rafter; (8) 0.148" x 3" Long (10d) Nails into Plate Simpson Strong Tie Co Wood Connectors MTS16 FL10456.8 12/19/2017 (14) 0.148" x 3" Long Nails or (14) 0.148" x 1-1/2" Long Nails Simpson Strong Tie Co Wood Connectors MTS12 FL10456.8 12/19/2017 (14) 0.148" x 3" Long Nails or (14) 0.148" x 1-1/2" Long Nails United Steel Production Co Wood Connectors HTT45 FL17324.2 8/13/2017 Install Directly to Framing with 10d Common or 16d x 2-1/2" Pneematic 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) 0.148" x 3-1/4" Long Nails Structural Components United Steel Production Co Wood Connectors ADTT-TZ FL17324.1 12/21/2017 WS8-EXT wood screw or 3/8" HDG lag screw Simpson Strong Tie Co Wood Connectors A35 FL10446.1 12/13/2017 (12) 0.131" x 1-1/2" Long Nails Minimum United Steel Production Co Wood Connectors RT15 FL17236.10 2/13/2018 (5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0.131" x 2-1/2" Long Nails into Plate United Steel Production Co Wood Connectors RT7AT FL20872.1 12/12/2017 (5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0.131" x 1-1/2" Long Nails into Plate United Steel Production Co Wood Connectors RT7A FL17236.10 2/13/2018 (5) 0.131" x 2-1/2" Long Nails into truss/rafter; (5) 0.131" x 2-1/2" Long Nails into Plate Simpson Strong Tie Co Wood Connectors LCE4 FL10446.9 12/13/2017 (14) 0.162" x 3-1/2" Long Nails into Beam; (10) 0.162" x 3-1/2" Long Nails into Post United Steel Production Co Wood Connectors CBE44 FL22052.1 8/13/2018 (12) 0.162" x 3-1/2" Long Nails into post United Steel Production Co Wood Connectors FA4 FL17249.1 12/21/2017 (3) 0.148" x 1-1/2" Long Nails into side of sill plate; (3) 0.148" x 1-1/2" Long Nails into top of sill plate United Steel Production CO Wood Connectors RS14-100 FL17244.28 10/14/2019 Installed directly to Framing, (36) Min. 10d x 1-1/2" 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 I - O i n seal DEC 18 2019, Illtltlt�// ' m� OF � z4 ORIOP MAIL © copyright: MULHERN & Up Structural Engineering, Inc. 1.1. CD z J W W N Z �Z z w D J � Q � Z� Q8 C U � n E =� 00 E a a� Z v o W 12 CP c yM uS W CD N M&K project number: 1 95-00000 projectmgr: JSB drawn by: ,JAI issue date: 04-27-18 REVISIONS: date: initial: 10122Aq JAI TTW�,ii �Z�y ww0 r W I---1 3 r-..1 0 v _I LL n 0 O JACK TRUSSES o 24" O.G. 3b'-5 1/2" I GI HD tx HD b DL0 (2)2x4 OR HD -I HD -I DI.O BELOW_ BELOW_ 12" 0513 HDR. (SEE F/5DI.0) T--------------------------- -I (2)2x40R (2)2x4 OR (2)2x40Rv r 12" 05B HDR. 12" OSB HDR. 12" 05B HDR. i Window 4 Door Allowable Nind Pre55ure5 160 MPH Wind Zone Exp G, RiCik Gat II, Endo5ed l Internal Pre55ure Goeff. OPENING 51ZE INTERIOR ZO1!a _ D ZONES '-0" X b'-8" DOOR AI +35.b P5F/-38.6 P5F ®+35.b P5F/-4b5 P5F '-0" X 3'-0" HOP4 B1 +37.3 P5F/-40.5 P'.iF B2 +31.3 P51F/41.118 P5F '-0" X 5-0" WNDW @ +3b5 P5F/-3q.b P5F G2 +3b.5 P5F/-482 P5F '-0" X 1'-0" DOOR DI +332 P5H-3b.3 P5F D2 +33.2 P5F/-41.1 P5F ,'-0" X 1'-0.. DOOR EI i-31.1 P51F/-34.6 P5F O +31.1 P5F/-38.b P51F nd Zone Is defined as the smaller of 10% of least horiz. dim. or 40% of mean aof height, but not less than 4% of least horiz. dim. or 3 ft. OTE: Pressures charted here are allowable pressures w/ a max. mean roof height of 25ft. Values are. permitted to be converted per A5( E 7-10 section 2.4.1 to get on equivalent ultimoals load pressure. Divide aliowc#ole pressures by a factor of 0.b to obtain ultimate pressures. I 1 u I I I SDI.o 20'-01/2" DL0 ii Ll DL0 GI r I -5----------- 6"x12" PLAINGONG THICKENED SLAB I I a 4 ,� I I I I I G5LAB I DL0 --------- --- - 1 4 DL0 I I I VARIES 3 I I IF ROOF TRU55 15 SET (2)2x4 OR DIRECTLY OVER WILL, FASTEN 12" 05B HDR. DI.O I TRN55 TO WAL L w/ LISP MPAI I - - I I - O. Al (SEE F/SDLO)HIP 61RDER TRU55 CLIPS o 48" O.G. 3 1 I10 FASTEN DROPPED BEAM 1.0 I I DI.O ( SD2. }� }JK TO lSARA6E w/ USP HD28 DR/PO5T +p m USP HD210-21F `�� �'U' i--- ---- J---------------- HANGER G2 GI HANGER PORCH (2)2x4 OR 12" 05B HDR. (2)2x10 (2)2x12 HDR CONT. FULL WIDTH 5LP$ (SEE F/501.0) HIP 61RDER TRU55 DROPPED OF PORTAL FRAME HD HD PER DTL HD PER DTE (2)2x10 DROPPED A BELOW ® 1 (BELOW 17'-0 I/2" I/SD2.0 1/5D2.0 LISP HD0210-21F (2r1x10 _ (2)2x10 _ 2 2A2 __ U5P HD0210-21F DI.O HALER fi r' �' D� N ' HANGER " is 11[ +� ()h MONO TRU55E5 0 2 =2 Ib -0 2 1/2 R{�C fx Q 10" 644 GAP 4 PA44E PORTAI FRAME OA RA6E 5LAE3 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON 45% GOMPAGTEL) FILLNIRr IN 501L PoRGH 5LAB 4" GONG. 5LAB ON 4" MIN. (5RANULAR FILL ON q5% GOMPAGTED FILL/VIRvIN 501L SLAB ON 6Rf\DE 3 1/2" GONG. SLAB K/ bx6 WI.4xl.4 MF OR FI13ER MESH ILO MF) ON 6 MIL VAPOR BARRIER ON 4" MIN. iRANULAR FILL ON ,15% GOMPAGTED FILUVIR,61N SOIL HOLE'° -DOWN SCHEDULE SYMBOL 5PiEOFICATION HD -I LISP H1745 HOEDOWN° HD-2 LISP M5TG40 51RAP TIE (12" END LENGTH) ® HD-3 U5P M5TGbb STRAP TIE (12" END LENGTH) HD-4 USP 5TAD14 HCLDOM *ALI1-RNATIVE TO.5,BI6 61 GLrl BOLT SPECIFICATION: ANCHOR HOLDOY4N UTILIZING THREADED ROD (REFER TO USP SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P CIA -GEL 1000 EPDXY SYSTEM PER MANUF. RECOMMENDATIONS. PROVIDE q" MIN. EMBS?"IENT INTO CONCRETE. DO NOT LOCATE EPDXY-,aET ANCHORS WITHIN 1 %'u OF FACE ON CONCRETE FOUNDATION WALL I. 4'-3 1/2" 20'-4 1/2" BASE (IYP. OF 3) MONO TRUSSES 0 24" O.G. (SEE DETAIL I/5D2.0) 36'-5 I/2" 12x12 PLAIN GONG. PIEREXTENDED 1' GRADE-1502LATEP ERR w LE&END FROM PORCH 5LAB (TYP) d- 5LAB FOUNDATION PLAN ROO G P °GALE: 1/8"=1'-0" ELEVATION B SCALE: I/8"=1'-O" ELEVATION B 0 cV = CONNECTION SPECIFICATIONS (TYi U.N.0) CONNECTION TYPE CONNECTOR UPLIFT GAP. FA5TENIN6 TRU55 TO DBL TOP PLATE OR BM. LISP RTIbA 1160# H Z X0.148" TO TFJ)%, W PLATE 61RDER TRU55 TO P05T LISP MTWIb 100 64)"XOI148"TO FLUSH BM. TO P05T LISP MTWIb 100 4 "X0.148" VALLEY TR J55 TO BASE 1RU55 LISP MTY412 100 04) 270.148" 5TIGK-BUILT OVERFRAMIN6 LISP MTW12 1005# 04) z XO.I48" PORCH 13UR TO POST __T7P_CW 1000# (b) a X0.lb2" STUD TO 50LE PLATE USP RT-1 445# (5) 1110 TOP OR 50LE PLATE TO STUD U5P RTI 4q5# (5) z'XU.131" • ® INTERIOR BEARING WALL • � _ _ _ � BEARINI6 WALL ABOVE • ®• • - BEAM / HEADER • i 'T':'t IEXTETII OF OVERFRAMIN6 • JL METAL HANGER ® ® - INDICATES 5HEARWALL ® INDICATES HOEDOWN F•ER" "rO 5-0.0 FOR TYPICAL 51;UCTURAL NOTES 4 SCHEDULES N /ITATO F ItU sej�/tl�"%P 01YF� cD capyright : MULHERN & KULP Structural Engineering, Inc. M&K project number: 1 95-1 9004 projectmgr. JS13 drawn by: WC issue date: 03-08-1 9 REVISIONS: date: initial: Ui w U i�%J 2 W0 0 T 2 f1 U Z ppJ C) c00 C) C) �0 LL' �- J - o Q W m " �Jz�a 0 :2 d LL.. LJ (� i'T" LL ,C�}�. �1 O `-) O r 0. LL, sheet: RIGHT HAND >,; b' I FASTEN ROOF TRU55 TO TOP PLATE OF WALL w/ U5P' RTI6A CLIP (�zI G'8`�'E END ��' PROVIDE GABLE BE INSTALLED ON SI BATHED WITH 058. END BRACING EXTERIOR FAGS OF PER TRU55 EXTERIOR WALLS) d MAh91FAGTURER PROVIDE 2x4 BLOCKING (3) 3'XO 120' (MIND 48" O.G. IN FIRST (3) BAYS TOENAILS OF ROOF TRUSSES-G1T TO FASTEN BOTTOM GNORD OF �� FBOTTOM c�• MAx, GABLE END TRU55 TO qBL. GCHORDS HEEL HT. FASTEN EVERY OTHER TOP PLATE w/ USP MPAI GATT OR BLOWN COORDINATE SOFFIT OVERHANGS 2x4 o I6 O.G. EXT. STUD TO DBL. TOP CLIPS o 36"o.G. INSULATION PER ARCH WITH ARCH AND TRU55 MANUF. WALL SPF OR SYP �2 PLATE WITH USP RT7 FASTEN DRYWALL TO FIBERGLASS 51iINGLES DRAWINGS GRADE LUMBER, OR BETTER, U.N.o. ON PLAN (ONLY REQb IN 150 MPH WIND SPEED OR 2x4 o I6' a.G. EXT. WALL BLOCKING w/5GRE1^IS OR TILE ROOF PER GREATER) SFF OR SYP #2 GRADE /NAILS o 6' O.G. ARCH LUMBER, OR BErrER, u.N.o. oN PLAN APA RATED TYPIG,41.5F#E,4R STRUCTURAL REFER TO 5DI.0 FOR SHEATHING ADD'L STRUGT. TR,4N5FER 0ET,41L ®ROOF TYPIGaI.6,4BLE ENO BRACING DET�41L -SEE NOTES INFORMATION I � „ �q�.pp+ EC+4.6 0/4.Ib' PMN.Ld.I'RN+�J6 CEILING BOARD -SEE ARCH WALL SHEATHING (NOMINIALYs° THICK OSB OR EQUALJ, HOUSE WRAP, VAPOR BARRIER, VIhIYL MIN. (2)2X4 JACKS SIDING (PER ELEV. —DRYWALL (SEE PLANS) DRAWINGS d PRODUCT -SEE ARCH APPROVAL SHEET) -REFER TO 50.0 FOR -SEE ARCH PLANS - 2x4 o I6° o.G. EXT. WAu.. TYP. FASTENING GONN. FOR COMPLETE INFO. 5PF oR 5YP �2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN SEE ENERGY GALLS � —TYP. SILL PLATE: F,grs I EN EVERY OTHER STUB TO SILL PLATE WITIi USP RTl (ONLY 2x4 o I6" O.G. EXT. WALL REQ't� IN 150 MPN WIND SPF OR 5YP #2 GRADE � SPEED OR GREATER) LUMBER, OR BETTER, U.NA. 2x P.T. SILL PLATE ON PLAN (SEE PLAW ,� FASTEN WALL SHEATHING TO bARA6E SLAB SILL PLATE W/ (� P 2 3/8' X 0.113' NAILS o 3' O.G., U.NA. .II, GRADE � «°' � � �� � � l, l II I III (I ° . � )�' DIA. AB. w/ 3"x3'x0229" I =III= STEEL PLATE WASHER o • 4'-0' OL. MAX., U.NA. REINFORCEMENT -SEE DTL I/FDI.O TYPICAL SHEAR TRANSFER 1�ETAIL ® EXTERIOR GARAGE VVA1.L q : a4�1t0' G TKJISLE TOP �� DOUBLE TOP PLATE � G0NTIPli0U5 05B RIP � OVER HAJ_ LENGTH OF HEADER FASTENED To � � CONTINUOUS OSB RIP DBI_. TOP PLATE, TRlt7h�2 OVER 19A1. LENGTH OF t STUDS w/ 2 �/n'x0.1I3' �_ HEADEk2 FASTEP�D TO � NAILS o 3' O.G. � DBL. TOP PLATE, TRIMh1ER Y t SNDS w/ 2 °/p'x0.113' CRIPPLE STUDS � � NAILS o 3' O.G. pK LOWER TRIMh�iZ KING STUD JACK !KING STIfilS I I I BEYOND A �� '\ ! JACK STUD SEGTI®N YIEYV EE;�,E1(�TI0N VI�JN �i •7 STRENGTH AXIS (LONG DIRECTION OF 4x8 SHEET) TO RIM PARAIiR.. TO DBL. TOP PLATE FOR INSULATION REQUIREMENTS PER ARCH FLASHING d SILL SEALER PER ARCH z��� �Q�s ;n. �� Q � �— �i REFER TO FOUNDATION DETAILS TYP. GONG. SLAB: REFER TO FOUNDATION DETAILS i (FDI.0) rE PLAN 12" WIDE GONG. TRENCH FOOTING (2) #5 BAR GONT. I =0 LONGITUDINAL REINF. w/ 3" MIN: COVER $ MIN: 38" LAP SPLICE (TYPJ TYPICAL I -STORY WALL SECTION SCALE: N.T.S. STInX' FASTENE3� TO pBL. TOP PLATE ANp SILL PLATE WITH (2) 3'x0.131' END NAILS OR 7OENAIL5. CLIPS ONLY RECllIRED WHERE SPECIFICALLY NOTED (SEE PLAN 5pEC5) ALL EXTERIOR WALLS — SHALL BE 5F�ATHED WITH fllll PANELS iN VERT. OR HORIZ. ORIENTATION A5 INDICATED WITH NAILING A5 SPECIFIED ON TYPICAL NOTES AND PLAhG (SEE PLAN SPECS) exb '�2 5PF' WOOD JAMB StruRural a� z o>J w w z c� w a J m a � d�� Nr � W � �� rz E � � mm y 'a j m G ¢ E Jr m �W � ® � � m W g N OC m a M5K project number: 1 9Fi-� 9004 projedmgr; �S8 drawn by: We issue date: 03-08-1 9 REVISIONS: date: initial 03/08/19 PAT W .♦: .-- .. — --�--1/ I�l I li I I II II i111 \I�- i - r • � ��, i � � I � �IIII I j � il! � 1 I 11�, :. .--♦ r� � _ � �I _ I I II III . • . I i � � I ��� I ``` `,�" _:�'.�_ .. ., ,_ � I III �. •.. • ♦ r ., IV _ ..�. � � � s ii III �;; 'Ij� j i � � � ..: - o I h��%I'll �I�I` I`I\i� i►�►�.6� ♦ , ' I�I/�/I t . , ♦ ii .. � • � ..ir • � � r a:r � � " :r ♦ I ♦11 ♦. r • • 1 o •Tor ♦ :r ♦ , 1 _ �e � • , R __ �/ a % DIA. ANCHOR BOLT WITH 7' MIN. EiBEDFIENN INTO GONG. AND 31X3'X Y4 PLATE K 514EI; , TYP. �l seal: a ► PONY WALL MAX. HT.: EXTENT OF HEADER =1'-7Y2' w/ USP M5TG66 77# =2'-11' K/ USP KST272 A `. tATE. P kr w rf SLfl� 9��4� /p "G %% SHEATHIN6 F 9AR 4 8'2019 AS REOA © copyright : MULNERN & KULP Structural Engineering, Inc. U5P STRAP SPEC BASED ON \-3NIIV4. MIN co HEADER. SEE PLAN. PONY WALL HEIGHT a MIN. (2) 2x4 - FEAPER TO BE LOCATED AT ?WX0.1454 �F-M5TG66 STRAP W 33" END TOP OF OPENING NAILS IN (2) LENGTH FOR I'-7Y2' MAX HT. wi MIN. (2) 2x4 ROWS a 3'O.G. or K5T12 STRAP w/ 36' END LENGTH FOR 2'-11' MAX HT. w as z: CLI FASTEN Vas MIN. THIGKFE55 WOOD STRUCTURAL PAMI 2j STRAP CENTERED o BOTTOM : 5HEAT141M TO HEADER WITH �'x0.131' OF HEADS wi NAILS IN 3' 6RIP PATTERN AS SHOWN AND 3. O.G. x x x x LOCATE ON INSIDE FACE OF r� IN ALL FRAMIN6 (51UP5 E 51LLS) TYP. WALL. a i5 4 m: E F$ Z - 1 Cf o A c IF PANEL SPLICE 15 NEEDED IT 5HALL OCCUR WITHIN cc F 24' OF MIP4EI6HT. BLOCKING 15 REWIRED. W F- o IF 2x BLOCKIN6 15 USED IT Wpf BE STITCH NAILED CE 3 p WITH ONE ROW OF �4k0.11' AT 3' O.G. = e� E J x x uJi 2'-O' < FIN15HED WIDTH < 18'-O'xJ: o le 7(y' 05B ORY2' PLYHOOD �' 16' MINIMUM SHEATHING, CONTINUOUS 8 n FROM TOP TO BOTTOM OF ax x A WALL, OR FROM TOP OF WALL. TO PERMITTED SPLICE USP STAD14 HOLDOWN STRAP OM3EDDED INTO CONCRETE AREA. AND NAILED INTO FRAMING) OR USP HTT45 HOLDOWN. INSTALLED PER MANUFACTURER SPEGIFIGATION5. MIN. 3'X3'XY4 PLATE WASHER ' ONE %v DIA. ANCHOR BOLT WITH 7' ' ' J M&K project number: / MIN. EMBEDMENT INTO GONG. i s 195-1 9004 ------------------- ------ - • ------------------- ------ — • projectmgr. JSB A OUT5IDE_PLEVATION SECTION P A THR0116F1 PJ)$ drawn by: WC FOOTING LLAPAR TOP BBAR.SSIIS* BOTTOM of issue date: O >-08-1 9 PONY WALL MAX HT.: EXTENT OF HEADER =1'-7 Y2' W U51? M5TCbb REVISIONS: =2'-II' w/ USP K5T212 date: initial: 03/08/19 PAT ° WALL rRAMIN6 SPECIFICATION: o2x4 HALL: USE HF #2 6RADE ° STUDS (OR BETTEW ° _-- e2xb WALL: USE SPF'5TUD' 6RADE STUDS (OR BETTER) \-31XIII MIN. HEADER. SEE PLAN. - HEADER TO BE LOCATED AT TOP OF OPENING Ld FASTEN TOP PLATE TO HEADER ;ITN ° ° TWO ROWS OF 3U'4k0.10' NAILS ¢` 3' O.G. z USP STRAP SPEC, BASK) ON PONY WALL ° K ° HE16M W 5-M5TCbb STRAP w/ 33' END LENGTH FOR MAX HT. or KST72 STRAP K/ 36' END LEI6TH FOR 2'-II' MAX KT. i y T o -STRAP CENTERED o BOTTOM OF LEADER w -LOCATE ON IN51DE FACE OF WALL. 2Y2'x0.I31' NAIL o Q T. r DBL. JACK STUD (MIN) b' O.G. IN ALL p PANEL ED6E5 *4k0.148' ~ BLOCKING AS REO'D PORTTAL FR ME 112' SAT l7 (3) KIN6 STUDS -SINGLE KIN6 5TUD 2 -O" < FINI5FED WIDTH < 18'-0' ONLY IF 4 FT (MIN)SOLID RETURN KALL Pow PROVIDED IN PLAN HALL 5E0ENr 5GALE: N.T.5. BOTH 51DE5 OF GARA61! DOOR LETTERED DETAII_5 ARE TYPICAL FOR TH15 HOME $ 5HALL BE IMPLEMENTED IN ALL APPLICABLE AREAS. THE5E DETAILS ARE NOT "GUT" ON THE PLANS. NUMBERED DETA I L5 ARE: PLAN 5PEG I F I G AND ARE ONLY REGU I RED WHERE 5PEGIEIGALLY INDIGATED ("GUT") ON TIIE PLANS. °FILE I 0. J U Ld o Q CJ ) J TUJ 00 O Q � n1 Li w� O z � W a I-i-" ® O 0 p sheet: S ,0mC: LETTERED DETAIL5 ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH15 HOME 4 5HALL BE IMPLEMENTED IN 5PEGIEIG AND ARE ONLY REOUIRED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. Q copyright : MULHERN & KULP Structural Engineenng, Inc. SD2.1I I. COPY 2x P.T. PLATE wWY" DIA. x l" LONG A.B. 0 4'-0" O.G. N.N.0) w/ TYP. 5HT'G TO SILL 3"X3"X0224" STEEL PLATE WA5HER5. PLATE GONN.: PROVIDE MIN. (2) PER PLATE SEGMENT, FASTEN WAIL 5HEATHIN6 MIN. 12" FROM SEGMENT EN05 TO SILL PLATE W/ TYP. SLAB ON GRADE: 2 3/8" X 0.113" NAIL5 o 3 1/2" CONC. 5LAB w/ bxb 511 O"C., U.N.O. WI.4xl.4 WWF (OR FIBER MESH ILO WVf) ON b MIL VAPOR z ARRIER ON 4" MIN. GRADE u. GRANULAR FILL ON 95% — I III I I1= COMPACTED FILLNIR61N 501L Q I I Il I —I •"' III— 12" WIDE GONG. I N S S I-1 I TRENCH FOOL -LNG (2) #5 BAR CONT. LONGITUDINAL REINF. w/ 3" MIN. COVER 8 MIN. 38" LAP 5PLIGE TYPICAL SLAB ON GRADE (TYP.) TYP. 51LL PLATE GARAGE SLAB I -5EE DTL IADI.O -5EE DTL I/FDI.O 5LA13 ON GRADE -5EE DTL 1/1=0I.0 d kv a b PLAIN GONG. REINFORCEMENT THICKENED SLAB -5EE DTL 11FDI.0 12"W (5EE PLAN FOR SIZE) CENTER FTC. ON WALL ABOVE' TYP. SILL PLATE -5EE DTL I/FDI.O TYP. GARAGE SLAB: TYP. PORCH SLAB: d 4" GONG. SLAB ON 4" 4" GONG. SLAB ON 4" MIN. } `r MIN. GRANULAR FILL GRANULAR FILL ON 95% x ON 115% COMPACTED COMPACTED FILL/VIRGIN 501L FILLNIR61N 501L � d . • a GRADE III III -I — —IV' II' • II ,• r ° 12" WIDE GONG. =1 I TRENCH FOOTING I I i —I • �; , BUILDER TO PROVIDE REINFORCEMENT ISOLATION JOINT -5EE DTL I/FDI.O FLOATING PORCH SLAB SCALE: 51V=1'-0IL SLAB ON GRADE -5EE FND. PLAN- INTERIOR BEAR NIBS K&L/5F_AR WALL 2x P.T. BOTTOM PLATE w/ HIL11 X-CF 72 P6 PIN5 OR EGIVAL o 560 oa. d .• , d • d Jd < • • ir III„III -III=''I TYPICAL THICKENED SLAB ® INTERIOR BEARING WALL SCALE: N.T.S. LETTERED DETAILS ARE TYPICAL FOR TH15 HOME i SHALL BE IMPLEMENTED IN ALL APPLIGABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. SCALE: 5/6"=1'-0" • i ATE F 14(1 0" TYP. 51LL PLATE < o ° ' ��'•�, -SEE DTL I/FDI.O r,©, IR; SLAB ON GRADE''�r�ralu� -SEE DTL I/FDI.O ! MAR 4,8 2019' Q wpyright: MUUIEAN & IMP Stnuctural Engineenng, Inc. —12" WIDE GONG. TRENCH FOOTING -5EE DTL I/FDI.O TYP. 51H PLATE BEYOND -SEE DTL I/FDI.O GARAGE SLAB II -5EE DTL I/FDLO � II ZI� IAIIDIEI„ l i II 12 WIDE GONG. TRENCH FOOTIN G OREINFORCEMENT r -5EE DTL WOW SCALE: 5/5`=1'-0" GUT EVERY OTHER WIRE OF W.W.F. o CONTROL JOINT 15MAX BETWEEN ll„I I I, ; ,I I" DEEP SAW CUT CONTROL JOINT WITHIN 24 HOURS OF POUR MID -WAY INTO SLAB -LOGATE JOINT5 o SLAB CORNERS k OTHER AREAS WHERE CRACKS ARE LIKELY TO OCCUR SLAB ON GRADE -5EE FND. PLAN PLAIN GONG. T41GKENEP 5LA13 (5EE PLAN FOR SIZE) NUMBERED DETAILS ARE PLAN 5PEG I E I G AND ARE ONLY REOU I RED WHERE 5PEGIEIGALLY INDIGATED ("GUT") ON THE PLANS. z J� w w CD 'z w a i J Q a E � Q ZMM� � 1.1. ac g e Wm~ y '� j � m 3: ¢: Jz c � � m �Lu M&K project number. 1 95-19004 project mgr: .JSB drawn by: WC issue date; 03-08- 1 9 REVISIONS: date: initial: 03/08A9 PAT Ld z cn 2 W L ,I T ROOF TRUSSES —5EE 1/501D J u O VINYL 501FFIT 1A5 0IOSEid BY MEET R703.1.1 J U5P 644 GAP (INSTALLED PER BUILD% 94ALL MANIFACMIM REWIREMENTS) 4x4 PRESSURE TREATED WOOD P05T w/FINI5FET,J 5 PER ARCH/BUILDER. U51? PA44E BASE (INSTALLED PER l MAK FACTURER REQUREMENT5) �! 0 `LOPE —TYP. PORGH 5LA13 PER PLAN -5EE 3/FDIA �-- N 6RADE " ,^ — — I= — — a ry g I I I I I I I I I I 1 1 11 — 1=„III- re BAGKi ILL 12"A2" 150LATED GONG. —�C� OLL PIER FOOTING UNDER P05T z it O g -PER 'FLAN Z) (4 Z W TITICAL POIIV.,H COL 0 O 0 oLd � rR%C( NS CTION DETAIL - LL, �' � ,�