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HomeMy WebLinkAboutBuilding PlansWALL LEGEND FULL HEIGHT 2X4 WOOD STUD PARTITION STONE VENEER BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED 1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS 2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.4.2. 3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER PER FLORIDA BUILDING CODE R 308.4.5. 4) NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED WI WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY) 5) PROVIDE DEADWOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE 6) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES @ 24" O.C. USE 518" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5 7) INSTALL 13/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.1.5, FULL HEIGHT 2X6 WOOD STUD PARTITION DRYWALL OPENING WIDTH AS NOTED ON PLAN, 6'-8" HDR HT. 1 ROD & SHELF NOTE: EXTERIOR WALLS FRAMED AT 16" O.C. INTERIOR NON - BEARING WALLS FRAMED AT 24" O.C. REF TO STRUCTURAL SHEETS FOR BEARING WALL SPECIFICATIONS AND PLATE INFORMATION PLAN NOTES 8) THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYP UM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATE WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR - CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARTION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSOM BOAR OR EQUIVALENT 9) ALL WINDOWS INSTALLED 72" ABOVE GRADE M ST COMPLY WITH R6122 MIN 24" SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PRVENTION DEVICE 10) PROVIDE FIRE BLOCKING PER SECTION R-302.11 IDE DRAFT OP,WNG-P SECTION R- 2.12 12) PLANS TO BE DESIGN ACCORDING TO TABLE R3012(1) OF 2017 FLORIDA BUILDING CODE . 2668 DOOR W/ TOP & BOTTOM LOUVERED DOOR SQUARE FOOTAGE 16.67 SQ. FT. DOOR STYLES & RAILS LOUVERS 1/8"X1'-9"X56" VOLUME OF AIR CONDITIONED SPACE 9600 CUBIC FEET -7.05 SQ, FT. -1.02 SQ. FT. 8.60 SQ. FT. TABLE R302.6 Dwelling/Garage Separation Separation Material From the residence and attics Not less than''/z inch gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than H -inch Type X gypsum board or equivalent Structure(s) supporting Ooor-ceiling assemblies used for separation required by this section Not less than %2-inch gypsum board or equivalent 13) R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES. FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. 11302.9.1FLAME SPREAD INDEX. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200. EXCEPTION: FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS, CHAIR RAILS, BASEBOARDS AND HANDRAILS; TO DOORS AND WINDOWS OR THEIR FRAMES; OR TO MATERIALS THAT ARE LESS THAN 1128 INCH (0.91 MM) IN THICKNESS CEMENTED TO THE SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS CEMENTED TO A NONCOMBUSTIBLE BACKING. A a 34'-0" 17'-0" '-51/2" 14'-61/2" 3'-9" 4'-11" L,4' 11 T-61 -51/2 12'-1" 3.0 5.0 SH TEMP 6' - 8" H.H. 0T.M.ri9111 3.0 5.0 SH TEMP 6' - 8" H.H. 3-0 5.0 SH TEMP 6' - 8" H.H. I EGRESS I I � N OWNER'S BEDROOM - ti LIVING ROOM 16'-8" X 13'•0° I 12' 0" X 13' 0" co I o 3-71/2" N ATE T ' N 8 6/8 218 618 DINING GRP2510, BA w N N (V 1V-51/2" 3-11/2" M 3 m CV W FRIG. - LU KITCHEN oOKUPS MECH �_ LU x c� ~ U 2 P2 5.1 o 0 N 0 m RYE ENCn I BEDROOM 2 c9 ZD q N 10'-7 1/2" co N L? v '-3 1/2" LO S EaCTI I� N o NGfl co w � 3-8112" a 1' 11 1/2" 8'-8" LL' o= �- M N 9' 1" 2'-6" 3' 0" 2/8 618 FIRE D 5' 1" �, 04 cm)/ W cV _4 _ X T >< - N m o �7 GRP2 5.1 BA 2 m M LO (V L, GARAGE M 2/6 618 N 19'-0" X 20'•0" cV � O,-Bn U zo 1' 11 112" ESCAPE BEDROOM 3 0 10'-0" X 10'-0" 9 EGRESS .1'-10" 1 1bU/U 6LUIIUNAL Ill 1'-10" 1' 10" 0'-10" 3'-8" 34'-0" 1 FIRST FLOOR PLAN ELEV'A' 1 /4 -1-0 AT 22 X 34,LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT 3-U 5-U SH 61. 8" N.H. 6 4" 10'-8" FILE COPY REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUN- BOCC U / W z a V V) 0 W w H 0 0 H W H Q J w 0 Q 0 z W W 0 Q 0 LU Lu z N z J z 0 W V H V) 0 z Q a N F_ 0 LU W Q J 5 Y 06 W 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 JUL 0 $ 2019 Sg G F9j it * .r e a ST Op 40 , ��T' T� F' 4 1 .P \�4i. o'. a a C.7 Lim w o� aM P L0 W a z W C LLJ V O CD O W w g W wml-- a u Y m o ° a o O ia— PLAN # / ORIENTATION: 1202 3 BEDROOM/ LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 6/25/2019 SHEET # GRP21A i F � t 7WALLLEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION TABLE R302.6 Dwelling/Garage Separation Se aration Material From the residence and attics Not less than %-inch gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than H -inch Type X gypsum board or equivalent Structure(s) supporting Floor -ceiling assemblies used for separation required by this section Not less than %-inch gypsum board or equivalent NC 77 22r �• S U vi LU ST TE O 'G�••' z ,pR� L•'Cj�O� 1 J 4I , O N A1. o�° _ r Y r in � MAR 0 7 2019 N_ 0 34'-0" w 17'-0" -51/2" 14'-6 1/2" _ — — — — — — 3'-9" 4'-11" 4'-11" 3-6' -51/2" 12'-1" STONE VENEER DRYWALL OPENING WIDTH O AS NOTED ON PLAN, 6'-8" HDR HT. 3-05-0 SH TEMP 3-0 5-0 SH TEMP 3.0 5.0 SH TEMP 0 6'-81H.H. 2/8616PNL 6'-8"H.H. 6'-8"H.H. Lu BRICK VENEER — — — 1 ROD & SHELF STUD WALL BELOW NOTE: EXTERIOR WALLS FRAMED AT 16" O.C. INTERIOR NON - HEIGHT AND STUD SIZE AS NOTED BEARING WALLS FRAMED AT 24" O.C. REF TO STRUCTURAL SHEETS FOR BEARING WALL SPECIFICATIONS AND PLATE INFORMATION 1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS 2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.4.2. 3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER PER FLORIDA BUILDING CODE R 308.4.5. 4) NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS, SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY) 5) PROVIDE DEADWOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE PLAN NOTES 7) THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR - CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARTION SHALL ALSO BE PROTECTED BY NOT LESS THAN 112" GYPSOM BOARD OR EQUIVALENT 8) INSTALL 13/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.1.5, 9) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUST 6) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES COMPLY WITH R612.2 MIN 24" SILL HEIGHT OR @ 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG PROVIDED WITH AN APPROVED WINDOW FALL RESISTANT PER SEC. 702.3.5 PRVENTION DEVICE 2668 DOOR W/TOP &BOTTOM LOUVERED DOOR SQUARE FOOTAGE DOOR STYLES & RAILS LOUVERS 118"X1'-9"X56" NET OPEN AIR FLOW 16.67 SQ. FT. -7.05 SQ. FT. -1.02 SQ. FT. 8.60 SQ, FT, 10) PROVIDE FIRE BLOCKING PER SECTION R-302.11 11) PROVIDE DRAFT STOPPING PER SECTION R-302,12 d d EGRESS I I I I � LIVING ROOM I OWNER'S BEDROOM _ 161" X 13' 0" N 11'•0" X 134" M N O 3'-71/2"CD ATE ATE co 8 6/8 2/8 6/8 DINING z 0. BA a-, GR w N 11'-51/2" T-11/2" `r O N Cl) U 3 Cl) LO W KITCHEN OOKUPS MECH a U I co ° ¢ � ° 2 P2 5.1 CV O rle O o RYE EN n. BEDIF��0'1I� 2 N Z 1 v N 10'•ti`" t�0" N d � '-31/2" 10'-71/2" W N � �CTR NGE) [ `� L MCO co p W _ O = 9' 1" 2' 6" 3'-0" 218 618 FIRE DR 5' 1" 3' 81/2" 1/2" 8'-g W o - M U, -4 I w o x x N o GRP2 5.1 BA 2 N GARAGE "' 216 618 N 19'•0" X 20'•0" N I 1'-111/2" I N ESCAPE BEDROOM 3 10'•0" X 10'-0" 0 v EGRESS ,1'-10" I 1bU/U 5tU 1 IUNAL lot U 34'-0" ,1'-10" Q J LU z O O LL z LU O z LU LU 0 w zl N 2 z J O w U V) O LL z Q CL N F- 0 Uj w_ 3-0 5-0 SH > 6' - 8' H.H. w a 1'-10" 514" 5'-4" _ 3'-8" 10 8 a J Y FIRST FLOOR PLAN ELEV'A' co U 114 ==1'-0" AT 22" X 34" LAYOUT w 118" = V-0" AT 11" X 17" LAYOUT = ectn=wlFD FOR -j 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 W1H,LLC @ 2017 h o wLC) > aM Y a W z _J o a 0 _JW OW O LU a z ' LU W w m a H k p J N O Y-`�� O a U J M o N¢I%- o LL PLAN # / ORIENTATION: 1202 3 BEDROOM/ LH SERIES NAME DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP21.1 I ■ �I SHINGLES AS SPECIFIED 1ST FLOOR PL. HT_ LAP SIDING 1ST FLOOR FIN. FLR. LEFT ELEVATION'A' 1/8 1-0 AT 22 X 3 LAYOUT 1/8" =1'-O" AT 11" X 17" LAYOUT Lr- 0 LL -z g H W w W co Y 06 z w RAY CODE rr pal E Fl rih 4 Jeff More Homm Lea Moneg. Guamnteed. 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 W1H, LLC 0 2017 a N �- W E LJJ L, o, aM WLL. Z �v ®w Lu_ LL j V) m CL v E Lid w F-- LL' c'qY 0 O u J N PLAN # / ORIENTATION 1202 3 BEDROOM/ LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION BATE 2/19/19 SHEET # GRP2 21 GRP2 ELEV'A' - ATTIC VENTILATION CALC... Ventilation Upper Lower Total Ridge Roof Soffit Required Max Upper Min Upper Ventilation Ventilation Ventilation Vent Vents Vents Area (sq. in.) (sq. in.) (sq. in.) (sq. in,) (sq. in.) (sq. in.) In, ft.) (ea) (sq. III) 1609 SF 772 618 386 400 564 964 20 2 94 -Ridge Vents =15 in2 of net free area per linear foot -Roof Vents = 50 in2 of net free area per unit -Soffit Vents = 6 in2 of net free area per square foot SHINGLE ROOF SPECS SHINGLES TAMKO SYNTHETIC UNDERLAYMENT SHALL BE INSTALLED UNDER ASPHALT SHINGLES. ALL ASPHALT SHINGLES SHALL HAVE SELD- SEALING STRIPS OR BE INTERLOCKING AND COMPLY WITH ASTM D 225 r1R n 1AR9 ANr1 SHAI I RF SFCI IRFfI Tn THE Rr1nF WITH Nn I FRR THAN 9 ROOF PLAN ELEV'A' I 118" =1'-0" AT 22" X 34" LAYOUT 1/8" =1'-0" AT 11" X 17" LAYOUT Ln :9`, TAT OF tt LU CL i��K tU f 21RI" w O O F- 0 w Q J LU z 7/7111 I < I o L- zLU I I F- O I Q LU I I � li w li z Q� o Q J II O Uj re I F- Z) cc I N I 0 a a ( LO I LU LU '> w Uj a J Z) Y co z REVIEWED FOR w CODE COMPLIANCE _ ST. LUCIE COUNTY D BOCC , Guamnlibud, 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 W1H, LLC © 2017 a C*4 OC Y a LLJ Q LLJ Z U') m M LJL a 0 _j Y Ow Uj o w Y a V40T-O LU cr M U _1 N Q 1` LL PLAN # / ORIENTATION: 1202 3 BEDROOM/ LH SERIES NAME: DIAMOND LAST REVISION DATE 2/19/19 MTa ; GRP2 31 TABLE R302.6 Dwelling/Garage Separation Separation Material From the residence and attics Not less than 1/2-inch gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than SB -inch Type X gypsum board or equivalent Structure(s) supporting floor -ceiling assemblies used for separation required by this section Not less than Yz-inch gypsum board or equivalent R703,4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing "NMOR000R3" components, Self -adhered membranes used as flashing shall comply RN,RILLY EWANW with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion- P«FNRECTWAW APPRNEresistant flashings shall be installed at all of the following locations: E F UPA TAPE WEATHER RE9S11VE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the ' BARRERATJOINTS OPPEA surface of the. exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at SFEETWERLOWERSNEE� BAR EA NMOPENNGl TAPETO SILBSMSELFAWEREO exterior window and dcor openings shall be installed in accordance with one or more of the following or AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET F� % other approved method: LJ (92.9m�. DRAFTSTOPPING SHALL DIVIDE THE COCEALED SPACE INTO 1.1 The fenestration manufacturer's written flashing instructions, APPROXIMATELY EQUAL AREAS, WHERE THE ASSEMBLY IS ENCLOSED BY A 1.2 The flashing manufacturers written installation instructions. FLOOR MEMBRANE ABOVE AND CEILING MEMBRANE BELOW, DRAFTSTOPPING FASO SEEFAMEREO RA5NM OWNER 1.3 In accordance with FMAIAAMA 100, FMAIAAMA 200, or FMAIWDMA 250. SHALL BE PROVIDED IN FLOORICEILING ASSEMBLIES UNDER THE FOLLOWING �"EG NGLPS 1.4 In accordance with the flashing method of a registered design professional. CIRCUMSTANCES: WTAUSERAOREREORASRNG 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting ARGONOPERRETEROFGPENNG LJ lips on both sides under stucco copings. 1. CEILING IS SUSP ENDED UNDER THE FLOOR FRAMING. 3. Under and at the ends of masonry,wood or metal copings and sills. FRAMING ISC CONSTRUC TED OF TRUSS -TYPE ` 2. FLOOR t; OPEN WEB OR PERFORATED MEMBERS. 4. Continuously above all projecting wood trim.LJ ° 5, Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 0 „• WINDOW &DOOR PAN FLASHING I R302.12,1 MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN • . • • 6. At wall and roof intersections. 1/2" (12.7mm) GYPSUM BOARD, 318" (9,5mm) WOOD STRUCTURAL PANELS OR not to scale 7. At built-in gutters. OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING D PARALLEL TO THE FLOOR FRAMING MEMBERS UN LESS SHALL BE INSTALLS ev` OTHERWISE APPROVED BY THE BUILDING OFFICIAL, THE INTEGRITY OF THE �P; c ORAFTSTOPS SHALL BE MAINTAINED. N asz '•* O �` • w IT ,_ z ATE F lam: • QU �'iRF • O R P'' ). W E���, _ MAR 0 7 2019 O Z Q t- w 12 ROOF SHEATHING, ROOFING MATERIAL PER ELEVATION UJ --, w PER ELEVATION WOOD TRUSSES REFER TO STRUCTURAL DRAWINGS VINYL SOFFIT SHALL MEET R703.1.3 (+27.7/-37.0 P.S.F.) ~O 2X4 FRAMING AT 16" O.C. Z FASCIA, FINISH PER BUILDER Q SEE STRUCTURAL SHEETS z WHEN TRUSSES ARE SPACED FOR ANCHOR AGE Q BEAM PER STRUCTURAL 24" o.c:, THE CEILING J DRAWINGS P.T. 2X NAILER, T P. STRUCTURE MUST BE 518'4-12 DRYWALL OR 112" SAG_ 8 RESISTANT DRYWALL �• 12 w < _ P.T. FINISH MATERIAL �r--------- --- — BEAM WIDTH U COLUMN SET PER \` � � STRUCTURAL DRAWINGS / I — LINE OF SOFFIT ABOVE o Z 1ST FLOOR PL. HT. — 4X4 POST AS SPECIFIED co— O COLUMN SIZE PER STRUCTURAL DRAWINGS Z OWNER'S BEDROOM .::.._ rK LU - - - - - - - -- v,l 1ST FLOOR FIN. FLR. ~ LINE OF PORCH SLAB WREFER TO STRUCTURAL ' PAGES FOR FOUNDATION SIZE W 4X4 POST AS SPECIFIED w COLUMN ANCHOR PER STRUCTRUALDRAWINGS w BUILDING SECTION 1 y a COLUMN DETAIL 118" =1'-0" AT 11" ;X 17" LAYOUT Y o?S z 3/8" _ 1'_0" AT 11" X 17" LAYOUT _ J :S ' 4'\IT.IrdC ..i ..+ 1..6 d1"'2d d M✓' iim L. IE COUNTY BOCC tn: k t 5k Ilit�i st��t(ttt }eitPt7 "9..�.3 l3 �`' �:R:b'>"tRR � �N ,!(t' aith44isstHltdl!i�dP�EEldr�l .. m Home. Lm Moneg. Guawntod, 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,ILC©2017 Q V I W U') Q M W W a LU Y U O W CD O O W a Z JY a cN W UJ t— Y � M m Ov J N Q ® O LL PLAN # / ORIENTATION. 1202 3 BEDROOM/ LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 41 W z /CL 0 � LIl W H O O H Lu f- Q J W z O Q O LL z W 0 Q 0 w w_ > w H O z Q d z Q J z O W H N O LL z Q N cl Lu 3:1 W w w J Y 06 z cr- -J Z) FEW i i it {� ttinl, i :�il't t ii t ! i," � EEPPCPiti` ii�g�u:�Sj4I6�I, i�t{ G C( eNl=W ,i t Yt iiv �i, MW1 iyj irkri f l,,.. 23= ii it i:y �g MGM Home Lm 9fi gg s dS 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC © 2017 V'f 0 H a N a J W 0 W W LO g > M W � Q Z a J W 0 0 cr-O o 0 0 W a z � &iwa 3 W W 00 � MF- Y GG O N 0 Q N 0� 0 O U J NQh LL PLAN # / ORIENTATION 1202 3 BEDROOM/ LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 51 PLUMBING ISOMETRIC 1/4 1-0 AT 22 X 34 LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT Charles Spell r, Digitally signed by Charles P Spelman DN: cn=Charles P Spelman, o=Printed copies of this document are not considered signed and sealed and all SHA-1 authentication codes must be 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@spelmanenginee ring.com, c=US Date: 2019.03.05 11:21:28 -OTOO' w TO 4" SEPTIC LINE S P. Sp f� GEN w V •• i wft No 34925 o ANN .. ; .. 'v • • •-P STATE OF 44/: to 0 •••••••* w�`y rrrrllr��� 34'-0" T-2" 3'-0" 23-10" 0 , c-� ! ! II II II II I I I 11 '-51/2" r 14'-4 3/4" I 1 WATER HEATER DRAIN 1 1WATER�I I HEATERII c.. . I I 2'-6" 2'-61/2" 2' 7:11/4" 11'-7 1/4" 3'-1 1/2" I! AIR HANDLER DRAIN ) I I TB ' 'ptVw®=4 'rmo, I DW I FRIG, N r_ Zj OOKUPS? "'iE j HVACcn — — — — — 1 #(S ,i -- I 1. v L_L o I� ) � _ �I - __; ' co ELCTRV , RANGE..I __J L _-1 I 2'-8" 2'-8 3/4" �i- � I ! TUB, I I I I J VAC I ! I i I� II J L L w � a j o ! I I CUT CONTROL JOINTS I AT INTERVALS 10'X10' �{ IN BOTH DIRECTIONS -- -- -- 3'4" 10'-8" 34'-0" _PLUMBING PLAN ' �� 1/4 1 0 AT 22 X 34 LAYOUT 1/811= V-0" AT 11" X 17" LAYOUT ALL PLUMBING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 RESIDENTIAL. 91 V rn 4-0 1/4" 4-8 1/4" v 00 REVIEWED FOF CODE COMPLIAN ET. LUCIE COUN-I BOCC Spelman Engineering, Inc, 1923 &E 10TH PLACE CAPE CORAL, FLORIDA 3340 PHONE(2070.2930) FAX(2391458.%54) FLONDACA#25955 wnspelmaran9in e6n9 om PURMONOR USE OFTNESEPLANS AID SMNATONSis EXPRESSLYLIMREOTOTH�PRO.ECTONLYREUSE,REPRCOUCTu,,. 01RPUSMCATIONIYWHDLEORFPRTQPRONDHEt Ary OUTWRMN CONOT07THEMNEBR.111,ETOTHEDEM 8REMkNSMTH m� INUP CHARLES P. SPELMAN, PE FLORIDA LICKS #34535 I Home. Less Moneg. Guawnteed, 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC @ 2017 1 I W < T LC) c) a W Z LJL o tz 0 Y O O ui w t,u a z � &;Wa � W w Y m I— m O — N O O Q N o U J N Q 1� O LL PLAN # / ORIENTATION: 1202 3 BEDROOM/ LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # 6RP2 0.3 1202 HOUSE LOAD CALCULATIONS 2 SMALL APPLIANCE 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 CENTRALVACUUM 0 _ 0 MINI FRIG AND ICE MAKER. 0 0 JENN AIRE 0 1 CLOTHES DRYER ELECTRIC 5000 - : 1 RANGE 11600 ' 0 COOKTOP + 0 0 .WALL MOUNTED OVEN 0 1 GARAGE DOOR 1127 0 LANDSCAPE 0 0 POOL PANEL 0 35,117 FIRST 10 000 @100 % 10000 REMAINDER @ 40 % (25,117) 10047 20047 HEAT LOAD 8750 W 5688 65% A/C LOAD 2.0 tons 3750 VA 0 100% . '.(HEATPUMP HEATING WITH ADDNL ELECT HEAT WIRE SCHEDULE 1 TO POWER 00. TRANSFORMER 2 #4 BA E COPPER 3 3/0 SER AL (FOR 150 AMP) OR 4/0 SER AL (FOR 200 AMP) PER NEC ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES OUTLET -110V TV I OUTLET - TV WALL LIGHT GARAGE DOOR 101 OPENER PREWIRE O SMOKE DETECTOR 0 117= CD OUTLET 110V GROUND FAULT PH OUTLET - PHONE 18" LIGHT BAR OO FLUSH MOUNT SIC SMOKE DETECTOR/CO INTERRUPTER PANEL SCHEDULE # # # I ESCRIPTION # 1 AHU WITH HEA"�R 50 AMP #6 1 2 RANGE 40AMP #8 2 3 3 41 4 5 DRYER 30AMP # 5 6 ACU 30AMP #10 6 7 7 8 8 9 WATER HEATER 30 AMP #10 9 10 WASHER'20AW #12 10 11 11 12 DISHWASHER20AMP #12 12 13 BATH GFC,1 20AMP #12 13 14 SM APP #120AW #12 14 15'` ' GAR GFCI 15AMP #14 15 16 SM APP #2 20AMP #12 16 17 EXT GFCI 15AMP #14 17 18 HOOD/ MICRO 20AMP #12 18 19 LTG-GAR-KTI'-BATH-FOY 15AMP #14 19 20 REF 20AMP #12 20 21 FAMILY 15AMP #14 21 22 NOOK/ DR 20AMP #12 22 23 MAST BED/ BkTH 15AMP #14 23 24 SPACE 24 25 BED 2/LOFT 15AW #14 25 26 SPACE 26 2T BED 3/ BATH 15AW #14 27 28 SPACE 28 29 SPACE 29 30 SPACE 30 31 SPACE 31 32 PACE 32 :ADDED FOR MAXIMUM HEAT LOAD VA) VOLT-AMPERES 25,735 VA DEMAND LOAD AMPERES 107 @ 240V GENERAL N 0 . E S NEUTRAL DEMAND AMPERES 74 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 B . SET AT OR ABOVE BASE FLOOD ELEVATION. 3) ALL OUTLETS IN WET AREAS AND ALL EXTERIOR OUTLETS TO BE GFI 4) AC/DC SMOKE DETECTOR TO BE INTERCONNECTED ANY RESIDENCE HAVING A FOSSIL BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10' OF EACH ROOM USED FOR SLEEPING PURPOSES PER RULE 9B-3.04.72 INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 O a OUTLET -110V GROUND FAULT COACH LIGHT INTERRUPTER "SWITCH SINGLE POLE FRONT DOOR p WATERPROOF Q OUTLET - 220V 3 SWITCH - 3 WAY COACH REAR DOOR LIGHT - SWITCH - 4 WAY -Lan DISCONNECT SWITCH ' Vinyl I �- ` - Carpet' ' % OWNER'S BEDROOM 12'.0° X 13'-0" II I � C LIVING ROOM C 0 16•8„ 413,•0,� � I --- ----- --\ Carpet - - - - - -- - +- Vinyl 0 ATER \ ; 8 TV H TER _Carpet Carpet P Vinyl inyl DING �— - \ KEYLESS IN ATTIC 0. BA UNDER COUNTER �G ° D MECH L_ __j I TV °0 �EDROOM 2 I; O 10'-0" X 10'-01, :--Q GF KITCHEN C p o � o x vi ` - y ACU +c- GFI (WP) CD O CC99. ELECTRIC PANEL C )V i GARAGE BA 2 i 19'-0" X 20'.0" O KEYLESS -- " GARAGE DOOR c� S OPENER PREWIRE GFIPROTECTED Il ROOM 3 =g GFI (WP) v 101.01, X 10'-01, ELECTRICAL -1 ST FLOOR - ELEV'A' 114 -1-0 AT 22 X 34LAYOUT 1/811= V-0" AT 11" X 17" LAYOUT O SURFACE CAN LIGHT � BATHROOM EXHAUST FAN n OPTIONAL FLUORESCENT \\\\ FAN PREWIRE 1'X4' 2 LAMPS v REEVIEVVED FOI' CODE COMPLIANCE T. LUCIE COUNTY OCC pelman Engineering, Irc, 19233E 10TH PLACE CAPE00%, NOMA33M PH(>1dE (2076 2930) FAX (2391466454) FADACA428 % wwwspehnanenginettingum waradaau�avmEs>in�s�nosvecs�lro�w Eb'Af65E.Y LINnE01911ReFROkCiNAY.AEUSE,PEP�,: a PLgLQIMINwdp ORPARTnPROHIMwmWWME,e , 01WOfYHENNEEe,MEYe4000*0WITH , THE COIJEd, CW1m.E I R"11AKIIE'. SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GP2 6.1 kg3N%J1 iu 4j / A_N'0 10 a � 0 824 4 ISR ISR O 0 THE STRUCTURE 15 1")E516NED TO BE SELF 5UPPORTIN5 AND STABLE AFTER THE BUILDING 15 FIN15HED AND ALL PLAN, DETAIL, AND NOTE 5PEGIFIGATION5 HAVE BEEN COMPLETED. IT 15 THE CONTRAGTOR'S 50LE 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 NEGE55ARY 5HORIN6, 51HEETIN6, TEMPORARY BRAGIN6, GUYS, AND TIE -DOWNS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5HORIN6 AND BRAGIN6 REQUIRED TO 5TA13ILIZE AND PROTECT EXI5TIN6 AND ADJACENT 5TFWTURE5 AND SYSTEMS DURING COURSE OF DEMOLITION AND CONSTRUCTION OF THE PROJECT. • THE WOOD FRAME 51RMTURE OF THI5 UNIT/MODEL 15 DE516NED TO RE515T LATERAL LOADIN(55 AS PERMITTED BY SECTION 4.3.5 OF THE SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDPWS). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENINGS METHODOLOGY PER THE REQUIREMENTS SET FORTH IN SECTION 4.352. AS, 5UGH, WAL1-5 WITH OPENINGS ARE CONSIDERED A 511,16LE STRUCTURAL PANEL AND MAY NOT REQUIRE HOLDDOWN5 ADJACENT TO EACH WINDOW/DOOR OPENING. • 5HEARWALL5 USED IN THE DE51ON OF THE STRUCTURE ARE DE516NED TO RE515T BOTH SHEAR AND UPLIFT, AS PERMITTED THROU6H SECTION 4.4 OF THE 501"05. AS SUCH, 5TUD CLIPS ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE515T EXCESS UPLIFT LOAD THAT HAS NOT BEEN RESOLVED THROU6H THE EXTERIOR 5HEATHIN6 FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARWALL. TERMITE PROTECTION SECTION R318 - PROTECTION A6AIN5T TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITIGIDE5, INCLUDING 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 GON5TRUGTION. SEE 5EGTION 202, RE615TERED TERMITIGIDE." UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL GOMPANY 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 LAW5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." LATERAL BRACING 4 AALL SHEATHING SPECIFICATIONS THI5 MODEL HA.5 BEEN ENGINEERED TO RE515T LATERAL FORGES RESULTING FROM 160 MPH WIND SPEED, EXP. G R15K GATEC70RY II it 5EI5MIG GATE60RIE5 AB. ENGLO5ED, 0.18 INTERNAL PRE55URE GOEFF. ENGINEERED DE516N WA5 GOMPLETED PER THE 6TH EDITION 2011 FLORIDA RESIDENTIAL 4 BUILDING GODE5 (5EGTION5 R301.1.3 (RE5) $ I60111 (BUILDING)) $ A5GE 1-10 STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: PI SHEATH ALL EXTERIOR WOOD FRAMED WALLS w/ 1/16" PLYWOOD OR 05B FASTENED W/ 2142"X0.131" NAILS ® 6" O.G. ALONG PANEL EDGES AND 12" O.G. IN THE PANEL FIELD. I. ALL 5HEATHIN6 PANELS SHALL BE ORIENTED VERTICALLY (LON(5 DIRECTION PARALLEL TO STUDS) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2X HORIZONTAL 131-06KIN5 SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL ED6E5 4 ED6E FA5TENIN6. 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING 0 I6"o.c. MAX. U.N.O. ON PLAN. 3. SHEATHING SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ %"x0.131" NAI1_5 0 I6"o.c. USE (8) E�1'2"x0.Oiu NAIL5 ® EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALY515 ASSUMES ALL INTERIOR SHEAR WALLS AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. b. SEE ARCHITECTURAL PRANIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENT5. 1. ALL EXTERIOR W&.5 CONSIDERED AS SHEAR WALLS. 8. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE Gi F5ET TO FALL ON DIFFERENT FRAMING MEMBERS. INDIGATL5 LOCATION AND EXTENT of 5HEAR^IALL WHIGH REOUIRE5 SHEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL SPEG. 1/I6" PLYWOOD OR 05B FASTENED W P3 2Y2"xO.131" NAIL5 ® 3" o.c. ALONG PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 655EMB1-1. HOLD-DOWN SCHEDULE 5YMB0L SPECIFICATION HO-1 U5P HTT45 HOEDOWN* HD-2 U5P M5TC40 STRAP TIE (12" END LENGTH) ® HD-3 LISP M5TG66 STRAP TIE (12" END LENGTH) HD-4 U5P 5TADI4 HOLDOWN *ALTERNATIVE TO STEW? ANCHOR BOLT SPECIFICATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO LISP SPECIFICATION FOR ANCHOR DIAMETER). EPDXY -SET INTO CONCRETE FOUNDATION w/ USP GIA-GEL 1000 EPDXY SYSTEM PER MANUR RECOMMENDATIONS. PROVIDE q" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN I %" OF FACE ON CONCRETE FOUNDATION WALL FOUNDATION • FOOTING DESIGN - 2,000 P5F ALLOWABLE 501L BEARING PRESSURE 15 ASSUMED. BUILDER/GONTRAGTOR MUST VERIFY. • FASTEN 2x4/6 SILL PLATES TO FND WITH A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAX. FROM PLATE ENDS - UTILIZING: • 1/2" DIA. ANCHOR BOLTS A 4'-0" o.c. WITH 1" MIN. EMBEDMENT 0 GONG. • ALL ANCHOR BOLTS SHALL HAVE 3"x3"xO.22q" STEEL PLATE WA5HER5 UNLESS NOTED OTHERN15E ON PLANS. • ALTERNATIVES: • 1/2" DIA. X 6" LONG POWER5 WED6E-13OLT+ ANGHOR5 0 4'-0" O.G. • 1/2" DIA. THREADED ROD 0" MIN. EMBED) 0 41-0" O.G. UTILIZING HILTI HIT-HY-200 EPDXY 5Y5TEM • LISP FA4 ANCHOR STRAPS 0 4'-0" O.G. • ALL LUMBER EXP05FD TO WEATHER OR IN CONTACT W/ PERIMETER FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN GONTA(T w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON ACI 518 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:....... FOOTIN65 4 INTERIOR SLABS, ON GRADE 2,500 psi: ....... 6ARA5E 4 EXTERIOR 5LAB5 ON GRADE: • fy = 60,000 psi • • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR BELOW FROST LINE. CONSULT 5 ',L5 REPORT OR BUILDING DEPT. FOR MINIMUM DEPTH BELOW GRADE. • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L. OR q5% COMPACTED FILL. • PROVIDE CONTROL JOINT5 AT ALL IN51DE 6ORNER5 OF 5LAB ED5E5, AND OTHER LOCATIONS WHERE 5LA13 CRACKS ARE LIKELY TO DEVELOP. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED 0 10'-0" O.G. (RECOMMENDED) OR 15'-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS, GL05E TO 5QUARE5 AS, POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1: 15 RATIO • A RE515TERED WOOD TREATMENT TERMITIGIDE SHALL BE USED FOF SUBTERRANEAN TERMITE PREVENTION, IN ACCORDANCE WITH THE LABEL DIREGTION5 FOR USE AND THE F3G. • DIMENSIONS BY OTHERS, BUILDER TO VERIFY. GARAGE 5LAE3 4" GONG. 5LAB ON 4" MIN, GRANULAR FILL ON q5% GOMPAGTED FILLNIRCAN 501L PORCH 5LAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIRC71N 501L 5LAB ON GRADE 3 1/2" GONG. 5LAB H/ bxb WI.4xl.4 WWF (OR FIBER ME5H ILO WWF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILL/VIR61N 501L FLOOR F"Mlk • I-JOI5T5/FRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN5ER5 SHALL BE SPECIFIED BY I-JO15T /TRUSS MANUFACTURER, UNLESS OTHERN15E NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE 5U3MITTED TO ARCH. 4 ENS. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" CONFORMIN6 TO P52-04, 24" O.G., EXP05URE 1, TONGUE AND GROOVE ED6E5, FASTEN 514EATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS 0 6" O.G. AT PANEL E05E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMINO • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 1-14 GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • FASTEN EACH ROOF TRUSS TO TOP PLATE W/ U5P RT16A HUIRRIGANE GLIP (OR APPROVED EQUAL) 0 ALL BEARIN6 POINTS. CLIPS MU5T BE IN5TALLED ON EXTERIOR FACE OF EXTERIOR WALL5 OR THE SAME SIDE AS, THE SHEAR WALL SHEATHING. • ALL ROOF 61RDER TRL65B AND FLUSH BFAM5 WITHIN THE ROOF 5Y5TEM SHALL BE FASTENED TO THE DOUBLE TOP PLATE5 AND P05T SUPPORT W U5P MTH16 61ROER TIE -DOWNS OR APPR. EQUAL (TYP. U.N.O.ON PLAN5) • ROOF 5HEATHIN5 SHALL BE 1/161 MIN. "/PLYWOOD SHEATHING 2%, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBER5 W R51`2r01 RING SHANK) NAILS 0 6" O.G. 0 PANEL EDGES 4 0 b' O.G. IN FIELD. PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED E06E5. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRU55E5 W R5R5-01 NAIL5 A 3' O.G. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTIW OU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL LAR6E VALLEY 5ET5. FASTEN EACH END TO TRUSS BELOW w/ U51F MTW12 AND (2) Yx0.131" TOENAILS TO EACH TRU55 BETHEEN. FOR SMALL OR IRREGULAR AREAS OF OVERFRAMI%, PROVIDE 2x4 (MIN) RAFTER OVERFRAMI% 0 24' O.G. FA5TENED TO TRU55 BELOW W U5P MTN12 4 (2) Yx0.131" TOENAIL5 EA. END (MAX. 4' LEN6TH BETHEN 5UPPORT POINTS) • ALL METAL HANGERS SHALL BE 5PEGIFIE0 BY THE TRU55 MAR FAGTURER, UNLE55 OTHEM15E NOTED. • ROOF TR 65 SHOP DW65. 5HALL BE 5UBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FA5TENFD TO FRAMING K/(2) 3"x0.131' NAILS 0 16' O.G. • THE EXTERIOR GEILIN65 FOR THE ENTRIF5 AND PORGHE5 SHALL HAVEY" EXTERIOR 6YP5UM BOARD. THE 6YP5LH BOARD SHALL BE ATTAGHED TO ALL FRAMING MEMBERS WITH 13LOGKIN6 PROVIDED AT PERIMETER. THE 6YP5UM BOARD SHALL BE ATTACHED WITH TYPE "W" A" DRYWAII 5GREW5 0 5" O.G. IN FIELD AND ED6E5. AndoN 4 Door Allowable Wind Pre55ure5 160 MPH Wield Zone Exp G, Ri5k Gat 1I EnGlo5ed 0.1b Internal Pre55ure Goeff. OPENING SIZE INTERIOR ZONES END ZONE5 3'-0" X 6'-8" DOOR 0 +35.6 P5F/-38.8 P5F +35.b P5F/-46.5 P5F 2'-0" X 3'-0" WNDW BI +31.3 P5F/-40.5 P5F @ +31.3 P5F/-4q.g8 P5F @ 9 P51F 3'-0" X 5'-0" VWV4 +36.5 P5F/-3g.6 P5F +36.5 P5F/-48.2 DI D2 8'-0" X 11-0" DOOR +332 P5F/-36.3 P5F +33.2 P5F/-41.1 P5F EI E2 I6-0" X T-0" DOOR +31.1 P5F/-34.8 P5F +51.1 P5F/-38.b P5F m End Zone Is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here are allowable pressures w/ a max. mean roof height of 25Ft. Values are permitted to be converted per A5CE 1-10 section 2.4.1 to get on equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. GENERAL STRUCTURAL NOTES I• DE516N 15 BASED ON: bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (30 P5F 0 5L.EEPIN6 AREA5) DEAD = 10 P5F (I-JOI5T5 4 SOLID SAWN) (20 P5F 0 TILE) LATERAL (SEE NOTE5) SEISMIC (SEE NOTES) 501L SEE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL PRAMIN6 • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN STANDARD CONNECTIONS TABLE (IRG TABLE %02.3(U) OR ON PLANS. Al L NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR GONNEGTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFAGTURER'5 REQUIREMENTS FOR MAX CHARTED GAPAC I TY. NOTE: H;AN6ER` USE COMMON NAIL DIAMETERS NOT TYPICAL FRAMING SUN NAB • EXT. 4 INT. BR6 WALLS SHALL BE 2x4 MNI-E55 NOTED OTHER1415E ON PLAN) 0 lb" O.G. 5PF OR 5YP #2 GRADE LUMBER, OR BETTER„ U.N.O. • WALLS OWER q, TALL SHALL BE PER PLAN • ALL HEADER5, BEAM5 4 OTHER 5TRUGTURAL MEMBERS SHALL BE 5PWUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BI-TTER (KILN -DRIED). ALL. HEADB5 HAVE BEEN DE516NED BA5ED ON GALGUI ATED LOADS 4 51ZED ACGORDIN ,LY. CODE TABLES HAVE NOT BEEN U5ED. • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE GON5TRICTED 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 OPENIN65 UP TO 4', 12)2x4/6 FLAT UP T O 8'. • ALL FRAMING LUMBER : •HALL BE DRIED TO 15% MG (KD-15). • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • 'L5L' - Fb=2325 N,,i; Fv=3!0 psi; E=1.55x10"b psi • 'LVL' - Fb=2600 p _�I; Fv="55 psi; E=2.0x10"b psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"xO.1:0" "MAILS o 8" 0/G OR 2 R01615Y4"41`'- LISP WOOD 5GREW5 (OR %- T RU55LOK SGREWS) 0 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM CUPTH5 OF 14" OR GREATER. APPLY FASTENING AT B? H"AGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/56REW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY B54M5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"xb" U5P WOOD SGREWS (OR (9 3/4" TRU55LOK 5GREW5) 0 16" O/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTH5 OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM '=CREWS 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK 5TUD 4 ki)2x KING 5TUD, MINIMUM. - THE NUMBER OF flUDS SPECIFIED AT A SUPPORT INDIGATf=5 THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • FOR STUD P05T 6ROUP5 SPECIFIED ON PLANS AS, (4),(5) OR (b), FASTEN PLYS w/(2)3"xO.131" NAILS 0 6" O.G. OR (2)311x0.120" NAILS 0 4" O.G. (ALL PLY5, FULL HT. OF POST) • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL PC�5T5 CONTINUOUS TO FNDIBEARIN6. BLOCKING TO MATCH P05T ABOVE. • FASTEN 2x WOOD PIATLb TO TOP FLANGE OF STEEL BEAM,., WITH P.A.F.'s ('HILTI' X-CF PIN5 OR EQUAL) 0 ib" O.G. 5TA66ERED, OR I/2" DIA. BOLTS 0 48" O.G. 5TA66ERED. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE U5P C44 GAP 4 PA44E BASE, U.N.O. CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BL06. ELEMENT 3"xO.131" NAILS 3"0.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS _ - (3) TOENAILS* 50LE PLATE TO J015TBLK'6. NAILS 0 4" o.c. NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO 5TUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTTNN. J015T5 TO TOP PI-. (3) TOENAILS (3) TOENAIL5* DOUBLE 5TUD NAILS 0 24" o.c, NAILS 0 16" o.c.� DOUBLE TOP PLATE NAILS 0 24" o.c. NAIL5 0 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAILS IN LAPPED AREA II NAILS IN LAPPED ARE A TOP PLATE LAP 0 CORNERS 4 INTERSECTING WALLS (2) NAILS (2) NAILS * 2Y2"0.113 15 AN ACCEPTABLE: ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF NAIL5. (ONLY ACCEPTABLE WHERE * ARE SHOWN) ATE F O ONAfc�?`� MAR 0 7 2019 © copyright: MULHERN & KULP Structural Engineering, Inc. 0 cv z W W Z o cm IM z W 1 J a a s UUJ a m E _< aA Jz :� W o g y m W ge 9z m a M&K project number: 1 95-1 9004 projectmgr: JSB drawn by: WIC issue date: 03-07-1 9 REVISIONS: date: initial: 03/01Aq PAT T fl. U iJ W C!? Q T W 02 Z N k- po : L s I1- O > NFJ w UN zm 0 yJ L� (y w k� m a Q o O� '-) L` LL sheet: E,*i 0 •1 Wade Jurney Homes Product Approval/ NOA Index Sheet Updated:07-03-2fl19 Product Approval Design Component Model/Series Impact Attachment method Approval # Date Pressures Resist. Roof TAMKO Bldg. Products, Inc. Asphalt Shingles Roofing 3-Tab Glass Seal Elite FL18355.1 12/12/2017 I 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 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 9J21J2018 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 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 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 -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 4.5" Allow a min. of 1/32" between the back of the nail head, screw or staple crown and the nailing strip. Nails or staples should be placed Ply Gem Siding Mastic Vinyl Siding Dutch Lap FL23885.1 12/12/2017 73.6 -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. 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 12J12/2017 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 Y g horizontal nail spacing. Ply Gem Siding Mastic Vinyl Siding Cedar Discovery Shake FL23885.1 12/12/2017 49.4 -49.4 Yes Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads, 18" (shake) vertical nail spacing, 8" horizontal nail spacing. Shutter Hurricane Storm Panel MFG INC. 24 Gauge Galvanized Storm Panel FL16293 R2 11J2/201? 20 n 20 Yes 1/4" diameter screw shall have a minimum embedment depth of 1 1/2" and have a spacing of 12" o.c. Steel Ply Gem Siding Mastic Vinyl Soffit Universal (Vinyl) FL23352.1 12/12/2017 132.8 -38.7 N/A Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads - 0i,' Staples with 1" long legs X Soffit 1 16" (16 GA Dia. in each nail hem. Aluminum Coils, Inc. Aluminum Soffit FL 12194.1 12/15/2017 80 -90 Na 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 37777 1/4" crown staple at 8" O.C. Facia cap 13 4" x 072 14" head trim nail at 48" O.C. United Steel Production Co Wood Connectors HD28-21F FL17232-R3 12/21/2017 (14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10d) Nails into United Steel Production Co Wood Connectors HD0210-211' FL17241-R3 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 FL10852-R4 12/13/2017 (26) 0.148" x 2-1/2" Long Nails United Steel Production Co Wood Connectors RT16A FL17236-R3 2/13/2018 (9) 0,146" 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-R4 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-R4 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-R4 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-R4 12/13/2017 (20) 0.148" x 3-1/4" Long Nails Minimum Simpson Strong Tie Co Wood Connectors MSTC66 FL10852-R4 12/13/2017 (54) 0.148" x 3-1/4" Long Nails Minimum United Steel Production Co Wood Connectors STA714 FL17249-R4 12/21/2017 (38) 0.148" x 3-1/4" Long Nails Structural Components United Steel Production Co Wood Connectors ADTT-TZ FL17249-R4 12/21/2017 WSS-EXT wood screw or 3/8" HDG lag screw Simpson Strong Tie Co Wood Connectors A35 FL10446-R5 12/13/2017 (12) 0.131" x 1-1/2" Long Nails Minimum United Steel Production Co Wood Connectors RT15 FL17236-R3 2/13/2018 (5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0.131" x 2-1/2" Long Nails into Plate United Steel Production Co Wood Connectors RT7AT FL20872-R2 12/12/2017 (5) 0.131" x 1-1/2" Long Nails into truss/rafter, (5) 0.131" x 1-1/2" Long Nails into Plate United Steel Production Co Wood Connectors RT7A FL17236-R3 2/13/2018 (5) 0.131" x 2-1/2" Long Nails into truss/rafter; (5) 0.131" x 2-1/2" Long Nails into Plate Simpson Strong Tie Co Wood Connectors LCE4 FL10446-R5 12/13/2017 (14) 0,162" x 3-1/2" Long Nails into Beam; (10) 0.162" x 3-1/2" Long Nails into Post United Steel Production Co Wood Connectors CBE44 FL22052-Rl 8/13/2018 (12) 0.162" x 3-1/2" Long Nails into post United Steel Production Co Wood Connectors FA4 FL17249-R4 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 tap of sill plate United Steel Production Co Wood Connectors RS14-100 FL10852-R4 12/13/2017 Installed directly to Framing, (36) Min. 10d x 1-1/2" with 10d Common or 16d Sinker, United Steel Production Co Wood Connectors KST272 FL10852-R4 12/13/2017 (64) Min. 0.162" x 3-1/2" Long Nails seal: JUL 0 8 2019 G.I F0 0, O'• ST IF 4: 4 r r�aFN� 0 copyright: dfBEN & KULP Structural Engineering, Inc. aZ Z JW zWIC7 z w a J m a U 32 UJ N '5 �r m 4C aA Jz LU �UJ = a ' M&K project number: Y 95- `< 900 project mgr: JSB drawn by: \11 C issue date: 03-07,19 REVISIONS: date: initial: 03/07/19 PAT E WE 00... J,T U i W O ii 0 0 (L Oo IL U J>- < N w � N �' UoM Y REVIEWED F ri Q 0 I OU N 0 O Z CODE COMPLIANCE m a ST. LUCIE COUNTY 0 M o BOCC Q. r '�' � LL sheet: SO. I wF SLAB POUNPATION PLAN 50ALE: I/8"=1'-O" (IINI"T" SHEET SIZE) ELEVATION A 50ALE: I/4"=1'-O" (22"x34" SHEET SIZE) O CV ii � n 11 US 11Iv Tr11 V_I_Cl_ ^ All INS J!'lVl� I IW-/JLJ tl LT 5EE DTL I G2 AI GI 86/5D1.0 GI DL (2)2x4 OR (2)2x4 OR (2)2x4 OR (2)2x4 OR 12" 05B HDR. 12" 05B HDR. 2' 055 HDR. 12" 05B HDR. J HIP GIRDER TRL55 J V m BI � Sx I Dli GI (14 (2)2x4 OR 12" 055 HDR. CABLE END GIRDER TRU55 v �i +s lL� GI - - (2)2xl2 HOR GONT. FUL(2)2x4 OR WIDTH OF PORTAL FRAME \ti HD HD 12" 055 HDR. HD BELONBELOw (SEE F/51?1.0) BELow I 1 DI.O (2)2x10 DROPPED FASTENED DI.O 055 PORTAL FRAME TO POSTS A EA. END W LISP (SEE DETAIL 1/5D2.0) HD28-21F HANGER MONO TRU55E5 0 24" O.G. 2 RFLE77`=I'-O`0PiI11 NG PLAN (11"xll" SHEET SIZE) SCALE: 1/4"=1'-O" (22"x34" SHEET SIZE) ELEVATION A 171 Window $ Door Alloveable Wind Pre55ure5 160 MPH Wind Zone Exp G. Ri5k Gat II, Endo5ed 0.18 Internal Pre%ure Goeff. OPENING SIZE INTERIOR ZONES END ZONES 3'-0" X b'-8" DOOR AI +35.b P5F/-38.8 P5F ®+35.b P5F/-4b.5 P5F 2-0" X 3'-0" NNDN BI +31.3 P5F/-40.5 P5F B2 +31.3 PW-4L118 P5F @ G2 3'-0" X 5'-0" POM +365 P5F/-39b P5F +3b.5 P5F/-482 P5F DI 8'-0" X 1'-0" DOOR +332 P5F/-36.3 P5F +35.2 P5F/-41.1 P5F EI 0+31.1 Ib'-0" X 1'-0" DOOR +31.1 PSF/-34.8 P51F 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 ore allowable pressures w/ a max. mean roof height of 25ft. Values are permitted to be converted per A%E 1-10 section 2.4.1 to get on equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. REVIEWED FOR CO!"' COMPLI 7 � �.LJCIE Cow, B C4'° CONNECTION SPECIFICATIONS (TYP. U.N.0) CONNECTION TYPE CONNECTOR UPLIFT GAP. FA5TENIN6 TRUSS TO DBL TOP PLATE OR BM. U5P RTIbA 1160# (q) 2"X0.148" TO TR11%, (8) IV "X0.148" TO PLATE 61RDER TRUSS TO P05T U5P MTNIb 1005# (14) '4.148" FLUSH BM. TO P05T U5P MTHIb 100 14 'X .I48" VALLEY TRU55 TO BASE TRU55 U5P MTW12 100 (14) z XO.148' STICK -BUILT OVERFRAMI% 2 1005# 04) i X0.148" TO P05T 10005 b) y X0.162' STUD TO 5 LLE PLATE L15P RTl 495# ) 2"X0.131' TOP 50LE PLATE TO 5TUD U5P RTl 495# (5) 2"X0.131" LE6END • M=I]=n INTERIOR BEARING WALL • �___ BEARING WALL ABOVE • - - • -- BEAM / HEADER • frr:T�.� EXTENT OF OVERFRAMIN6 L_iii.al • JL METAL HANGER • - �• INDICATES 5HEARNALL • INDICATES HOLDONN REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES GRRAH 5LAE3 4" GONG, SLAB ON 4" MIN. GRANULAR FILL ON c15% GOMPAGTED FILL/VIRGIN 501L PORCH 5LAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON 95� GOMPAGTED FILLNIRGIN SOIL SLAE3 ON 6RAPE 3 1/2" GONG. 5LAB w/ bx6 NIAAA NNF (OR FIBER ME5H ILO NNF) ON (b MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON c15% GOMPAGTED FILLNIRGIN 501L HOLD-DOWN SCHEDULE 5YMB0L SPECIFICATION HO-1 U5P HTT45 HOLDONN"' HD-2 U5P M5TG40 STRAP TIE (12" END LENGTH) HD-3 U517 M5TC66 STRAP TIE (12" END LENGTH) HO-4 U5P 5TAD14 HOLDOM *ALTERNATIVE TO 5TBIb ANCHOR BOLT 5PEGIFIGATION: ANCHOR HOLDONN UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION FOR ANCHOR DIAMETER). EPDXY -SET INTO CONCRETE FOUNDATION w/ U5P GIA-GEL 1000 EPDXY 5Y5TEM PER MANUF. REGOMMENDATION5. PROVIDE 9" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN I %' OF FACE ON CONCRETE FOUNDATION WALL ATE F •1 //j//111111111`, LIAR 0 "i 219 © copyright : MULHERN & KULP Structural Engineering, Inc. M&K project number: 1 95- 1 900 projectmgr: is drawn by: \j\ j issue date: 03-07.1 REVISIONS: date: nitial: 03/01/14 PAT W CO fZ W WO a U M W 0 0 Q 0 C) Z Oa LL d? . Cq z m N0a- Z ma a Q m 0 a LL � O I� Lei. sheet: LEFT HAND S I *OAmF © copyright: MULHERN & KULP !i Stmctuml Engineering, Inc. aCD J z w =z p TOENAILS FASTEN BOTTOM GHORD OF OF FIT TROOP IWT BETRTVEE -OJT TO z NOS: w a 4." MAX. HEEL HT. GABLE END TRU55 TO ML. TOP PLATE K/U5P MPAI BOTTOM GHORD5 BATT OR BLOWN COORDINATE SOFFIT OVERHAN65 a s 2x4 0 16" O.G. EXT. FASTEN EVERY OTHER STUD TO VOL. TOP CLIPS o 36",,z- INSULATION PER ARCH WITH ARCH AND TRU55 MANUF. z o WALL 5PF OR 5YP #2 PLATE WITH U5P RT 1 FASTEN DRYWAI L ro FIBERGLASS SHINGLES DRAWINGS � '� a E GRADE LUMBER, OR (ONLY READ IN 150 MPH WIND SPEED OR 2x4 o I6 O.G. EXT. WALL BLOGKIN6 w/5GREW5 OR TILE ROOF PER W � � m BETTER, U.N.O. ON PLAN 6REATEW 5PF OR SYP #2 6RADE /NAIL5 ® 6' D.G. ARCH W .5 LUMBER, OR BETTER, U.N.O. g a m e ON PLAN APA RATED J z a STRUCTURAL REFER TO 5DI.0 FOR LU TYPICAL SHEAR SHEATHING ADD'L STRUGT. o TRANSFER DETAIL ROOF END BRAG'NNDETAIL -SEE NOTES INFORMATION m n ���PIAC7A�BL 9/4'-I'-0' �✓/ CEILING BOARD -5EE ARCH WALL 5HEATHIN6 (NOMINIAL)'2" THICK I 055 OR EOUALJ, rl HOUSE WRAP, VAPOR BARRIER VINYL MIN. 2X4 JACKS (� I 51DIN6 (PER ELEV`. - DRYWAI-L (SEE PLANS) M&K project number: DRAWIN65 4 PRODUGT -5EE ARCH TO 5oO FOR -REFER F 1 95� 1 900 4 APPROVAL SHEET) -5EE ARCH PLANS 2x4 0 16" O.G. EXT. WALL TTP. FASTENING GONN, — — — — , , ,—,_, , — — — — — — — — — — — — — — —OR SHEAR WALL WITH EDGE COMPLETE INFO. 5P- OR 5YP #2 GRADE project mgr: .JSB Tl Ti—Tl NAILING 4 BLOGKIN6 PER PLAN. LUMBER, OR BETTER, U.N.O. dravm bY: WC ON PLAN LISP R5I4 ioo STRAP issue date: 0-07- 1 9 I I I CENTERAT coRNER OF ED SEE ENERGY GALGS TYP. SILL PLATE: •I — I oPENING w/ (36) 2yz x o.I3I• NAILS (38' MIN LENGTH) FOR INSULATION REFER TO REVISIONS: REWIREMENT5 PER FOUNDATION DETAILS date: initial: FASTEN EVERY OTHER 5TUD TO SILL. PLATE wlNDow OPENING •I 2x4 HORIZONTAL FLAT ARCH TYP. GONG. SLAB: P�_VIEW 03/Ol/19 PAT WITH U5P RT-1 (ONLY 19' (MINJ 19' (MIN) 6LOGKIN5. - INSTALL 2 BAYS IF FIRST FLA5HING 4 REFER TO (5J i2° DIA. 5" LAG 2x4 o 16' O.G. EXT. WALL �` REO'D IN 150 MPH WIND STUD 15 LESS THAN 161 FROM 51LL SEALER FOUNDATION DETAILS 2x& 12 5PF' x 5PF OR 5YP #2 GRADE 5PEED OR GREATER) I I EDGE OF KIN" OPENING. PER ARGH (FDI.0) 4 PLAN WOOD lAMBLY 56REW5 w/' 2" LUMBER, OR BETTER, U.N.O. ON PLAN 2x P.T. 51LL PLATE (SEE PLAN I - - - USP R514-100 STRAP CENTERED AT CORNER OF a z , .. , / PAGED GIVER AFULL _ -I I OPENIN5 W (36) A'x 0.131" NAILS (38' MIN LENGTH) (33 GRADE . I I I I I 2x4 HORIZONTAL FLAT z —_-1„,111— �i I I III—� I III- I 12" WIDE GONG. z p O -1�1= I I I I I I BLOCKING. -INSTALL 2 BAYS IF FIRST S —I —I I II I �. TRENCH FOOTING LJ-----1J--- LI-- STUD 15LE55THAN 16'MOM — EDGE OF WINDOW OPENIN5. (2) #5 BAR GONT. • REQUIRED AS LONGITUDINAL REINF. • STRAPS TO 13E INSTA�um ON EXIW-6 TERIOR FFAED GEE OF w/ 3" MIN. COVER 4 SHTG. 4 MAY BE MOVED 04' FROM EDGE TO ALLOW MIN. 38": LAP SPLICE. FOR WINDOW NAILING TYPICAL EXT. WALL 4 INT. n TYPICAL I -STORY WALL SECTION � SHEARKALL OPENING ELEVATION SCALE: N7.5. EGM,6 NM IrAm �ASS'1lmill SEGTION VIEW TYPICAL 6ARA6E DOOR BUCK CONNECTION DTL BC" „4•-11-0, rD0I1Bl. E I nP R ATF (<FI= w z j -1 VW wO WE ►� Mi �I F4 (3) KING 571,105 - -SINGLE KIN& 57W ONLY IF 4 FT (MIN) SOLID REMZtI WALL PROVIDED IN PAN 0 \-3'xIW4 MIN. HEADER SEE PLAN -MIN. (2) 2x4 - HEADER TO 13E LOCATED AT TOP OF OPE.IN& MIN. (2) 2x4 FASTEN %' MIN. THICKNESS WOOD STRUCTURAL PAPS SHEATHING To HEADER WITH 21 w.131' NAILS IN 30 SRID PATTERN A5 SH" AND 3' OL. IN ALL FRAMING (STUDS t SILLS) TYP. IF PANEL SPLICE 15 NEEDED IT 514ALL OCCUR WITHIN 24' OF MID4EI6HT. BLOCKING 15 REQUIRED. IF 2x BLOCKING 15 U5ED IT M)5T BE STITCH NAILED WITH ONE ROW OF 31's'x0.148' AT 3' OL. 9 MINIMIN4 INSTALLED PER MANLIFACTURER SPECIFICATIONS. ©CHI®10 G �1®Il1 ONE .- ECILT NTH Is EMBEDMENT• 6 5GALE: N.T.5. A ------_- ONE #4 BAR TOP AND BOTTOM OF FOOTING. LAP BARS 15' MIN. \-3'xIlV4 MIN. HEADER. SEE PAN. - HEADER TO 13E LOCATED AT TOP OF OPENING FASTEN TOP PATE TO HEADER WITH TWO ROW5 OF WxO.I46' NAILS 0 3' Of,. LISP STRAP SPEC, BASED ON PONY WALL MOHT -M5TG46 STRAP W 33' END LE LOTH FOR I'-i )4' MAX HT. or K5T12 STRAP W 36' END LEN6TH FOR 2'-II' MAX HT. -STRAP 60 RED O BOTTOM OF HEADER - LOCATE ON IN51M FACE OF WAIL. DBL. JACK STUD (MIN) BLOCKING AS READ %I DIA. ANCHOR BOLT WITH T' MIN. EMBEDMENT INTO CONC. AND 3'X3'XY4 PATE WASHER, TYP. %W.148' — NAIL5 IN (2) ROW5 0 3"OL. USP STRAP SPEC, BASED ON PONY WALL HEIGHT -M5TC66 STRAP W 33" END LE1,15TH FOR I'-714' MAX HT. or KST'12 STRAP W 36' END LB46TH FOR 2-11' MAX HT. -STRAP CENTERED o BOTTOM OF HEADER - LOCATE ON INSIDE FACE OF WALL. WALL FRAMING SPEGIFIGATION: 92x4 WALL: USE HIP #2 6RADE STUDS (OR BETTER) 02x6 WALL: USE 5PF STUD' GRADE STUDS (OR BETTER) 21 NO.131' NAIL 0 6' OL. IN ALL PANEL EJGE5 NOT PART OF PORTAL FRAME PORTAL WALL 5E6MENT 0.148" 5 AT )L. d . LU�Aia i1,�UN'J B4CC LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAIL5 ARE PLAN TH I5 HOME $ 5HALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THE5E WHERE 5PEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: 77 4 An D TAT OF .:Q > S/ Nf%% MA�'o �i'zois © copyright : MULHERN & KULP Structural Engineering, Inc. aco Z Jw W z W a J !V x E � Q ZF- .� �_ � g?E UJ � m =a QE Jz LU �o 0 Sw m rii i `C $ n W project number: 1 95-1 9004 projectmgr: ,JSB drawn by: WC issue date: 03-07-1 9 REVISIONS: date: initial: 03/01/19 PAT i� W (z � ) W nU O { I� I' 0.. iJ,T U W O Q VJ O L ^OT 0 0Ld Lo �N¢0) N zw� � N0,0W z ma I T� Q LT] o w O r U sheet: SD2.OmC:F" I F TYP. 51LL PLATE: 2x P.T. PLATE w/)12 DIA. x 7" LgNG A.B. 0 4'-0" O.G. (U.N.0) W TYP. 5HT'G TO SILL 3"X3"X0229" STEEL PLATE WASHERS. PLATE GONN.: PROVIDE MIN. (2) PER PLATE SEGMENT, FASTEN WALL SHEATHING MIN. 12" FROM SEGMENT ENDS TO 51LL PLATE W/ TYP. SLAB ON GRADE: 2 30' X 0.115" NAILS 0 3 1/2" GONG. 5LAB W bxb 3" O.G., U.N.O. NIAAA WNF (OR FIBER MESH ILO WWF) ON b MIL VAPOR z d ARRIER ON 4" MIN. cO GRADE u GRANULAR FILL C c15% �I PAGTED FILLA/IkGIN 501E j q 12" WIDE GONG. �, o Q I =III . ; • . TRENCH FOOTING TYP. 51LL PLATE -5EE DTL I/FDI.O z TYP. GARAGE 5LAB: TYP. PORCH 5 AB: Q 4" GONG. 5LAB ON 4" 4" GONG. SLAB ON 4" MIN. _ > `r MIN. GRANULAR FILL GRANULAR FILL ON c15% v ON c15% COMPACTED GOMPACTED FILL/VIWN 501L Q II FILL/VIRGIN 501L GRADE III=1 1=1 u -1 I— III-1 11—11-1 I F I �— III - I I 12" WIDE GONG. d — — I I— TRENCH FOOTING BUILDER TO PROVIDE REINFORCEMENT I501..ATION JOINT 0 -5EE DTL I/FDLO FLOA711`6 PORCH 5LAB 1'-0" TYPICAL SLAB ON 611 0� I I 1MI.I I-Un r SCALE: INTERIOR BEARING"" WALL/5HEAR WALL 2x P.T. BOTTOM PLATE 5LA13 ON GRADE w/ HILTI X-GF 12 Pb -5EE FIND. PLAN PINS OR EQUAL ® 36' o,C. d .a ° 9 d' d d III IIIA iH� III REINFORCEMENT -5EE DTL I/FDIA TYPICAL THICKENED SLAB I INTERIOR BEARING WALL SCALE: N.T.5. LETTERED DETAILS ARE TYPICAL FOR TH15 HOME $ SHALL BE IMPLEMENTED IN ALL APPL I GABLE AREA5. THESE DETAILS ARE NOT "GUT" ON THE PLANS. O N = o PLAIN GONG. THICKENED 5LAB (5EE PLAN FOR 51ZE) NUMBERED DETAILS ARE PLAN 5PEGIFIG AND ARE ONLY REQUIRED WHERE 5PEGIFIGALLY INDICATED ("GUT") ON THE PLANS. 1 i i 778 4 r * r �'. TAT OF ✓!L T �rllfn actin". MAR 0 7 2019 © copyright: MULHERN & KULP Structural Engineering, Inc. aW z J¢ W N z W d J Q a x E d �_ W TT .1 m ie aE .J LU �- o Q SO mXi sQ M&K project number: 1 95-19004 projectmgr. JSB drawn by: WC issue date: 03-07-1 9 REVISIONS: date: initial: )3/0'1A9 PAT iiW�,T r� 1 TYPICAL SLAB ON 6RADE a LJ b PERIMETER FOOTING ® 6ARA6E ENTRY REViED FOB SCALE: 5/8°=r-o" CODE COMP LLIA14 � jl] O ST. LUCIE COUPA 130CC T ROOF TR155E5 '-5EE 11501D [ (� U VINYL SOFFIT (AS CHO.�EN BY &" k " `TT J ] J W BUILDER) SHALL MEET R103.1.1 (`+ . -d C U5P G44 GAP (INSTALLED PER JNITY GUT EVERY OTHER I" DEEP 5AW GUT CONTROL JOINT MARFACTURER REQUIREMENTS) L O WIRE OF W.W.F. 0 WITHIN 24 HOUR5 OF POUR 2 CONTROL JOINT MID -NAY INTO SLAB 4x4 PRE55URE TREATED WOOD T , T -LOCATE JOINTS 0 5LAB POST w/FIN15HE5 PER W GORNER5 4 OTHER AREA5 WHERE ARGH/BUILDER _ 15' MAX GRAGK5 ARE LIKELY TO OCaR U5P PA44E BASE (INSTALLED PER Q BETWEEN MANJFAGTURER REQUIREMENT5) ^0 SAWGUTS 5LA8 ON GRADE 5LOPE TYP. PORCH 5LAB ` O.. -5EE FIND. PLAN O PER PLAN -5EE 3/FDIA d GRADE _ �rUJ LO GOMPAGTED N z m BAGKFILL Q p_J J —III— _III —III - 12"xl2" 150LATED GONG. 0 LL PIER FOOTING UNDER POSTIt -PER PLAN 'O E U TYPICAL PORCH COLUMN O C_ m O m oa TYPICAL CONTROL JOINT a CONNECTION DETAIL LLI A SCALE: 3/8"=I'-0" LOCATE ®10' TO I5' o.c. OR SCALE: NONE SLAB ON GRADE CORNERS WHERE CRACKS sheet: LIKELY TO DEVELOP F D I.O D�E TYPICAL SLAB ON GRADE SCALE: -TYP. SILL PLATE -5EE DTL I/FDI.O -51LA13 ON GRADE -5EE DTL I/FDI.O -12" WIDE GONG. TRENCH FOOTING -REINFORCEMENT ' -5EE DTL I/FDI.O 3 ' :H/PATIO - r,