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HomeMy WebLinkAboutBuilding Plansi W i 3 a m !L m C NI O 00 co N O IL N N o N o co co - T Q] T m 0- a O C 3 a� Y n3 J T (D c a co 0 00 M Q U U) W J LL t SCALE:1" = 10' 0 5' 10, 20' FLOOD ZONE: PROJECT DA A: THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP 120111C0070J, DATED FEBRUARY 16TH, 2012. SITE ADDRESS: BENCHMARK NOTES, THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN LOT 7 EASTWOOD DRIVE FT. PIERCE, FLLOR16A 4951 NGS PID AF7506 BENCHMARK, ELEVATION = 23.51' NAVD88. SITE BENCHMARK IS AS SHOWN: Ld � VERTICAL DATUM (NAVD) OF 1988. THE PRIMARY BENCHMARK UTILIZED FOR THIS SURVEY IS 7.5' 76 -- I HEIGHT. 36' 3 2 REMOVED SEDIMENT v 0 00 o X 21.36 X 21.14 SHALL BE DEPOSITED TO 21.8 22.01 AN AREA THAT WILL NOT 22.16 J 9 21.70 ; C7 �� � �inf`B ,�X' \1 -1 X r� CONTRIBUTE SEDIMENT 'V _ � ` '� a � 10' MAXIMUM SPACING WITH � _-�,FZ�� . X ti.as 1.41 S 89059'56" W 21.67 SN&D 35.0' LOT 6 130.00' P SITE BM-2 OFF -SITE AND CAN 8E ;'"" s '" .� WIRE SUPPORT FENCE, 6' PERMANENTLY STABILIZED: MAXIMUM SPACING WITHOUT BVACANTB 129.94'(C) EL:=21:41 ( I WIRE SUPPORT FENCE NO WELLS <-PONDING OR WOOD w I I 36" HIGH MAX. C7 F- �.- PONDING HEIGHT HEIGHTFLOW TRENCH WITH X 21.48 I COMPACTED BACKFILL t" MIN. DRAIN ROCK F Z w O U F w cn TRENCH DETAIL INSTALLATION WITHOUT TRENCHING w SILT FENCE INSTALLATION DETAIL -TYPE IV. Q W SURVEYORS NOTES: SCALE: N.T.S. WED FOR 4 a w jOE COMPLIANCi;: 1, LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. S.^,T,U(`IE, COUNT", _ N U S RESIDENTIAL. PARCEL I R �i 2. THE EXPECTED USE OF THIS C THE MINIMUM RELATIVE DISTANCE SOC .7 ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. DRAINAGE AND GRADING NOTES: �/ 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF Ld_ > RECORD. 1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCE L - 2wI- 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD 2. ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE `2'; ` E a ?j VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION AND SEPARATION. BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED. m 3 FINISH GRADE SHALL SL OPE AWAY FROM THE BUILDING O UI G FOUNDATION A LL 5. THE CENTERLINE OF SANTA CLARA BOULEVARD IS ASSUMED TO BEA� OTHER BEARINGS ARE RELATIVE THERETO. N 89056120" W AND ALL MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING. 4. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL Z 6. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. C Q J 7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE 5. CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY U) O- m REFERENCED TO U.S. SURVEY FEET. WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN. J LLI °w LL 8. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS 6. THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITE 0j Z = BASED UPON THE PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO STORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATER (D ° NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING AND IS NOT INTENDED TO IMPLY SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER, SHOULD THE ADJACENT N OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF PROPERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHANGE O 0- Q CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. THE INTENT OF STORM WATER DESIGN. _ � Q 9: THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS > Q AND/OR ENTITIES NAMED HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS STORMWATER POLLUTION AND EROSION CONTROL .L OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP APPLIES ONLY TO THE NOTES: o z STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL L a Q SURVEYORS AND MAPPERS IN CHAPTER 5J17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO 1. ALL SITE CONSTRUCTION, ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST. :3UO SECTION 472.027, FLORIDA STATUTES. THE CERTIFICATION IN NO WAY CONSTITUTES NEITHER LUCIE COUNTY LAND DE\&LOPMENT ORDINANCE FOR CONSTRUCTION SITE ­3 �' GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HEREON. ADDITIONS, EROSION AND SEDIMENT @IjNTROL. U) DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS t° SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF 2. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED -0 _ m THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHER THAN AREAS. F- m 3 INTENDED BY THE SIGNING SURVEYOR. N 3. ALL AREAS OUTSIDE OF SILT FENCING SHALL REMAIN UNDISTURBED. O ~ ° 10. ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 4. CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE oan.i nin SCDDFID. 11. THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOW ARROWS IF SHOWN HFRFnni IAr❑o= GRP2 ELEV'B'- SHEET LIST Sheet Number Sheet Name-, GRP2 0.2 SLAB PENETRATIONS ELEV'B' GRP2 0.3 PLUMBING PLAN GRP2 0.4 PLUMBING PLAN GRP21'.2 FLOOR PLANS 'B' GRP2 2.2 ELEVATIONS 'B' GRP2 3.2 ROOF PLAN 'B' GRP2 4.2 SECTIONS ELEV'B' GRP2 5.1 INTERIOR ELEVATIONS' GRP2 6.2 ELECTRICAL & FLOORING ELEV'B' STRUCTURAL DESIGN PAGES FOLLOW GRP2 - ELEV'B'- AREA Name Area HEATED 1ST FLOORI 1400 SF UNHEATED 1400 SF GARAGE 408 SF PORCHI 83 SF UNDER ROOF 491 SF 1891 SF GRP2 - ELEV'B'- (STUD) AREA Name Area 1ST FLOOR 1343 SF 1343 SF 36-51/2" 19'-5112" 3r 0„ i 1/4" =1'-0" AT 221' X 34" LAYOUT 1/8" -1'-0° AT 11' X 17" LAYOUT APR 12 2019 a,*����nnnieqN O. FR14���I'fe LJJ .`���P� �.�C' E N S F •' � f��i Z 7 824 N � it . U '.:..IILIIL'' = W ► 14'-0" 9 ; ST E OF W N III O N fillA" w H 0 _�.�. .. .. ........L__— O L M LU d J LLI 1 Z 0 <C ' oC 0 LL. 5'-11 1/2" Z w D�i o Ya 3E O VV Z !' Q �LECTRIq w I RANGEII t". ` , . wLU -D r::- o F- t _ L O _ Z 0 U0 Q 2 Z Q Z 0 M w � r _ 7 - a 'i F— V II II � _i L 1 � 0 LL. Q J i a i N I ! 0 LU LU q Lu w > ''-01/2° Q a J Z Lu J REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC ! Nom Less Monvj.Guam! 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC © 2017 L Lfi N O � a J LLs a ® Liar cq r � 0 wI o z � &i dl y J N W w I - �e or C O o I-- � o p O N v J 04 Q LLi Lb. PLAN # / ORIENTATION: 02 4 BEDROOM/ LH SERIES NAME: DIAMOND / WALL LEGEND T BLE 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 Ei From all habitable rooms above the garage Not less tan 5B -inch Type X gypsum board � A \ or equivalent 0 , FULL HEIGHT FULL HEIGHT Structures su orhn floor -ceiling assemblies Not less than /retch sum board Zz (1 PP , 9 ; 9 . 9YP 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION 36 51/2 i used for separation required b this or equivalent / P_Y eq 13-11 1/2" 441/2,, 18-1 1/2„ 2668POOR W/ TOP & BOTTOM LOUVERED 7' 1 1/2" 6'-10" 2'a 1/2"6' 7" 6-8112" 4'-2 1/2" STONE VENEER DRYWALL OPENING WIDTH AS NOTED 4NPLAN, 6 8 HDR HT. DOOR SQUARE FOOTAGE __ 16.67 SQ. FT.` -'3050SH 305I0SH 3050SH 6'-8"H.H, 218616PNL 6'-8"H.H. 6'-All HH BRICKVENEER (DOOR STYLE & RAILS -7.05 SO. FT. 1 ROD & SHELF---—��-- STUD WALL BELOW NOTE: EXTERIOR WALLS FRAMED AT 16"O.C. INTERIOR NON . - " 1 .LOUVERS 118 X1-9 X56 -1.02 SQ, FT. HEIGHT AND STUD SIZE AS NOTED BEARING WALLS FRAMED AT 24" O.0 REF TO STRUCTURAL SHEETS -- --- Q FOR BEARING WALL SPECIFICATIONS AND PLATE INFORMATION ;NET OPEN AIR FLOW 8.60 SQ. FT. (VOLUME OF AIR CONDITIONED SPACE 11200 CUBIC FEET i PLAN NOTES r R 8 THE GARAGE SHALL BE SEPARATED FROM THE 13 R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR 1) VERIFY ALL ROUGH OPENING DIMENSIONS FO ) ) 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 2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT BENEATH HABITABLE ROOMS SHALL BE SEPARATED SECTIONS R302:9.1 THROUGH R302 9.4 PER FLORIDA BUILDING CODE R 308.4.2 WITH NOT LESS THAN 518" TYPE"X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATIION IS A R302.9.1FLAME SPREAD INDEX. WALL AND CEILING FINISHES SHALL HAVE FLOOR`- CEILING ASSEMBLY THE STRUCTURE 3) PROVIDE SAFETY GLAZING AT BATH( SHOWER A FLAME SPREAD INDEX OF NOT GREATER THAN 200. PER FLORIDA BUILDING CODE R 308.4.5. SUPPORTING THE SEPARTION SHALL ALSO BE PROTECTED BY NOT LESS THAN;1/2" GYPSOMBOARD EXCEPTION: FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL T EQUIVALENT NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS CHAIR RAILS BASEBOARDS = 4 NON BEARING INTERIOR FRAME WALLS SHALL BE OR QUI D OR METAL STUDS. SPACING SHALL AND HANDRAILS- TO DOORS AND WINDOWS OR THEIR FRAMES OR TO MATERIALS FRAMED WI W00 L; F 72 AB. J_ GRADE MUST THAT ARE LESS THAN 1128 INCH 0. M I THICKNESS CEMENTED TO THE NOT EXCEED 24 O.C. NON BEARING WALLS ONLY) 9) ALL WINDOWS INSTALLEDr, (91 M) N TH CKN SS ( COMPLY WITH R6122 MIN 24" SILL HEIGHT OR SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD APPROVED WINDOW FALL IS THICKNESS 5 PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD PROVIDED WITH AN APPRO INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS S , GARAGE DOOR HARDWARE PRVENTION DEVICE CEMENTED TO ANONCOMBUSTIBLE BACKING 6) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES 10) PROVIDE FIRE BLOCKING PER SECTION R-302.11 @;24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC 702.3.5 11) PROVIDE DRAFT STOPPING PER SECTION R-302.12 7) INSTALL 13/8" THICK SOLID WOOD DOOR BETWEEN 12) PLANS TO BE DESIGN ACCORDING TO TABLE LIVING AND GARAGE PER FLORIDA BUILDING CODE R301.2(1) OF 2017 FLORIDA BUILDING CODE R302.15, i O WINDOW SCHEDULE MARK MANUFACTURER HEIGHT WIDTH U FACTOR SHGC GLASS TYPE WIND-BORNE FL, PRODUCT APPROVAL # 3-0 5.0 SH PLY GEM 59 5" 3551 0.32 0.22 LOW-E ARGON SHUTTER FL.15076 2 2.0 3-0 SH PLY GEM 35.5" 23 5" 0.32 0.22 LOW-E ARGON SHUTTER ` FL.15076 2 DEC 18 2019 W z a_ TE OF _ ORIO? P��� U TONAL E?G�\ // i 111111 w 0 H t� EGRESS WIco OWNER'S BEDROOM L LIVING ROOM �' 131"X124" 1 T-6" X 14' 4" 13-11 1/2" 5' 11 1/2" 6-9 1/4" 9' 91/4" 2X4 WALL, 341/2" H, WI 210 612" COUNTER OVERHANG q ED � GRF`2 5..1 coz z 2' 2/6 6/8 - I Of M m 5 O. BATH WI OKUP� L0 DW L " ATER TE o 2 X60 ; UBISHOWER 3-1 1/2 „ 7,-8„ N r GRP2 5. 2 Ll o _I N 8 5-_0 N o co 3 KITCHEN - M -C BEDROOM2 Q MECH OO 4 P2 5.1 • 'o O FRG.` I 2/0 6/8 - O - u N 10�4 X11.0 - M B 2 - HOOKUPS — o -' O 16 618 LV 2/8 6/8 N - PANTRY N O L0 . _ .ri oo N W f W _, VJ o - = 2... , CV _.4 - O (7 . caQ.0 c� Q ��=_N LLi 2 LO n M 10' 91/2° �* 3'-2" , 5'-11 1/2" 4'-9 1/2" ;3`- 3'-5" 4,_ "� 10 W L6 ,o - I - 2/8 6/8 IRE DR BEDROOMN 3 C LOUVERED DOOR PROVIDES 5'-4" N `' 5.03 SQ. FT, OPEN AIR FLOW 11'•0" X 10'•0" 3-5-11' 4'-0" 4'-312" 0 2116/8 2/0 6/8 O N co M 0 2-CAR GARAGE 21ti 618 210 6/ N 194" X 20A" B BED 4 4ESA, � 11' M 3.0 5-0 SH 3-0 5.0 SH 6' - 8" H.H. EGRESS 6' - 8" H.H. 1/2" '-11/2" 3-2 1/2" L 5'41/2" I, 3'-21/2" 16070 SECTIONAL 1 o'-0' `r 4X4 POST lzt PORCH 13 16'-0" 31' 5'-61 19'-5" 1'-21/2 36-51/2" 4 FIRST FLOOR PLAN ELEV'B' 114 -1-0 AT 22 X 34 LAYOUT 118"=V-0"AT11"X17"LAYOUT w Q w 00 I cn Q 2 z a J 0 w I— U CC cH W 0 Z Q J d l w w w w a 2 a 61/2 6-611 3" M �'-01 /2" \_40 06 Z W J I Em 3300 BATTLEGROUND AVE SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 Ica 4T LO ear r� J Li- Q r > ® O � V d ®L�i z W �®,.rL wHF® 0 Ny o Oct c��oQ0 1 V U _j ry \\ Q w 46 PLAN`# /"ORIENTATION: 1402 4 BEDROOM/ LH SERIES NAME: DIAMOND PLAN NAME: j LAST REVISION BATE 11/12/19 SHEET # AIM 12 2019 vi W 5 1262,4 d tttyi ST OP i���fSsldONP;,, LLJ _ F- O O F- w 1-- mm"omp. Uwmonq. cuomnl 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 I RIGHT ELEVATION'S' o z 1 FRONT �Eli NATION B 1/8 ®1� 0 AT22 X34 LAYOUT Q 118 -1-0 AT 22 X 34 LAYOUT 118 --1-0 AT 11 X 17 LAYOUT = 118" =1-0" AT 11'° X 17" LAYOUT z a J z O w F- U cl: p CV OJ LL a J d ('V 4,12 _ d �j w WJH, LLC © 2017 v r y` R ALLJ a • r o I11WAIL REAR ELEVATION B LEFT ELEVATION LAST REviseoN DATE N ,B, Fo �2 118" =1'-0" AT 22°' X 34" LAYOUT 4 ` 118"=1'-0°' AT 2 " X v'�aMP � L 2/19/19 �° _ °� 34 LAYOUT CODE COUNTY 1/8 -1-0 AT 11 X 17 LAYOUT 118°' =1'-0" AT 1 "X 17" LAYOUT ST.►-u 30 SHEET # E a r GRP2 ELEV'B' - ATTIC VENTILATION CALCS 11300 Ventilation Upper Lower Total Ridge Roof Soffit Required Maz Upper 'I, Up"' Ventilation Ventilation Ventilation Vent` Vents Vents Area (sq. in.) (sq. in) (sq; in.) (sq. in) (sq. in.) (sq. in.) (In ft.) (ea) (sq. ff.) 1891 SF 908 726 454 460 624` 1084 14 5 104 CALCS BASED ON THE FOLLOWING VALUES. Uj _ 2 � ,_ . � � .�° _ 3300 BATTLEGROUND AVE. Ridge Vents 15 m of net free area per linear foot s r per unit "' SUITE 230 Roof Vents 50 m of net free area p O - - 2 r area per square foot Soffit Vents 6m of p q GREENSBORO, NC 27410 O �— PHONE:336-282-3606 b 0 --- F— W1H, LLC ©2017 — Q re J W I I z O SHINGLE S II II SHINGLES N TAMKO SYNTHETIC UNDERLAYMENT SHALL BE INSTALLED UNDER O ASPHALT SHINGLES. ALL ASPHALT SHINGLES SHALL HAVE SELD I SEALING STRIPS OR BE INTERLOCKING AND COMPLY WITH ASTM D 225 I I z OR D 3462, AND SHALL BE SECURED TO THE ROOF WITH NO LESSTHAN 6 FASTENERS PER SHINGLE STRIP OR A MINIMUM OF 2 FASTENERS I I U PER SHNGLE TAB, AND SHALL IN NO CASSE BE FASTENED WITH 2 LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURE, I O INSTALLATIONSHALL COMPLY WITH MANUFACTURES REQUIREMENTS FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS I I Q DETERMINED BY ASTM D 3161 w FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F (; 1667, AND SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS I 5; STEEL OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE I © w (0.105") WITH A MINIMUM 318" DIAMETER HEAD SHANK AND SHALL BE A LENGTH TO PENTRATE THE SHEATHING I O z THE NAIL COMPONENT OF PLASTID CAP NAILS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM cry A 641, CLASS 1, OR EQUAL; AND I _ I Q SHALL BE CORROSION RESTITANT`BY ELECTRO GALVANIZATION, _ MECHANICAL GALVANIZATION, HOT DIPPED GALVANIZATION OR SHALL BE MADE OF STAINLESS STEEL; NON-FERROUS METAL 4:12 Z 4,12 Q 1, D„ J z I O I I W VENTED SOFFIT U oN o M II I� z L Q ® `U CN N z ® �_ N 1 I 4;12 I I t=-- 3 LU W cn o� s— � o CN o Q" <0 cj U Jrwawr_ -- — — - — j PLAN # / ORIENTATION: w 1 I Lu > 1402 4 BEDROOM/ L 4,12 - --- ---------- - _ SERIES NAME: DIAMOND I a - ---- --- 06 PLAN NAME: z _ oc ROOF PLAN E EV'B° o J - _ i " n n rr LAST REVISION DATE 1 1 AT 2 X 34 LAY T 18 0 OU 118" = V-0rr AT 11 °' X 17" LAYOUT 2/19/19 REVIEWED � — CODE COMPLANCE TY SHEET # ST. LUC9 SOCC L ■ CAULKING LAP & TAPE WEATHER RESISTIVE BARRIER AT JOINTS (UPPER SHEET OVER LOWER SHEET) I 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 WINDOW OR DOORSILL components. Self -adhered membranes used as flashing shall comply MINIMALLYEVAND14G with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion - POLYURETHANE FOAM OR resistant flashings shall be installed at all of the following locations: APPROVED CAULK 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the WRAP WEATHER RESISTIVE surface of the exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at TABLE R302.6 Dwelling/Garage Separation Separation Material From the residence and attics Not less than'% -inch gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than H -inch Type X gypsum board or equivalent Structure(s) supporting floor -ceiling assemblies used for separation required by this section Not less than %-inch gypsum board I or equivalent BARRIER INTO OPENING TAPETO exterior window and door openings shall be Installed In accordance with one or more of the following or SILL USING SELF -ADHERED FLASHING other approved method; 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. FASTEN SELF -ADHERED FLASHING 1.3 In accordance with FMAIAAMA 100, FMA/AAMA 200, or FMAIWDMA 250. CORNER USING MECHANICAL FASTENER 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting INSTALL SELF -ADHERED FLASHINGAROUND lips on both sides under stucco copings. PERIMETER OF OPENING 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5• Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. n WINDOW & DOOR PAN FLASHING - 6. At wall and roof intersections. not to scale �no' 7. At built-in gutters. OF SHEATHI MATERIAL R EL TION 2 MIN. R-30 BLOWN N OR BATT, INSULATION 12 PER ELEVATION WOOD R ER TO STIR DRAWINGS VINYL SOFFIT SHALL MEET R703.1.3 (+27,7/-37,0 P.S.F.) 2X4 FRAMING AT 16" O,C. fA'CIA, ISH PER ILDER SEE STRUCTURAL SHEETS z FOR ANCHORAGE 111/4" r 3: BEAM PER STRUCTURAL RHAN 0 DRAWINGS RT. 1XFINISH MATERIAL �I I COLUMN SIZE PER 1 0 STRUCTURAL DRAWINGS 1 LINE OF SOFFIT ABOVE LU o M U) 01, 1 4X4 POST AS SPECIFIED I COLUMN SIZE PER STRUCTURAL DRAWINGS w I LINE OF PORCH SLAB COLUMN DETAIL 3/8" =1'-0" AT 11" X 17" LAYO X4 POST AS SPECIFIED COLUMN ANCHOR PER STRUCTURAL DRAWINGS o 1111 PL. HT. P.T. 2X NAILER, TYP.I LIVING ROOM 1S FLOORFIN_FLR. 11 1 BULLDING SECTION 1 1/8" =1'-0" AT 11" X 17" LAYOUT I z 0 a w J W KITCHEN 0 0 HINGLE ROOF ON 30#FELT OVER ROOF SHEATHING ,\' ° �,•` \O° �,,erimSE . No 77 2 ' at TEO i pi MIN. R-30 BLOWN IN OR w BATT. INSULATION _ MAR 0 9 2020 L _ O ALUM. DRIP EDGE 17- 0 112" SAG RESISTANT DRYWALL CEILING Q W/ TEXTURED FINISH i_u PER NOTES THIS SHEET _O VENTED ALUM. SOFFIT -� H SHALL MEET R703.1.3 Q +27.7/-37.0 P.S.F. ry, O IL z SINGLE HUNG WINDOW - -- — cl� INSTALLED PER MANUFACTURE w 2 SPECIFICATIONS O Q w w VINYL SIDING OVER 1/2" EXTERIOR PLYWOOD W/ VAPOR BARRIER INSTALLED PER 2017 \ O FLORIDA BUILDING CODE. FRAME WALL SYSTEM Z � N Q 2 1/2" DRYWALL — Q R-13 BATT. INSULATION >- J WOOD BASE Z O GRADE w I. V I � j H MONOLYTHIC WALL FOOTING j N 0 PER STRUCTURAL DETAILS O U_ z TYPICAL WALL SECTION a o.. R SES ARE 2 Ln 24" o.c., THE CWZ_ ~ STRUCTURE MUST BE 5/8" � DRYWA�L OR 1/2" SAG RESIST ALL w MIN R-30 BLOWN IN OR BATT. INSULATION > w w a o 2 � 0 — co z w REVIEWED FOR ........... CODE COMPLIANCE15 REFER TO STRUCTURAL f ST. LUCIE COUNTY BOCC PAGES FOR FOUNDATION SIZE a ! ,3ta�,y At �Itl3.,,e?3�i�di3ut, ,eLMS,h �y!lIpI�GIi Hdlii!W (' " l i� l itf6 C8i1,+ii(1i1,�15µ&dAR1LlH �if A. $$,,,,g�Ag1� p�� mry�myuwyq Ho 0 G u n , Los 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 W1H, LLC'© 2017 m � ' Z iV � V 3 LO LO 0 ti M vLV AOR�l LU O04 U 1402 4 BEDROOM/ LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 0 1/14/2020 SHEET # GRP2 4.2 00 (1) — cDse R 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 w&�owoa000nslu components.Self-adhered membranes used as flashing shall comply MINIMALLY EXPANDING with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion - CAULKING POLYURETHANE FOAM OR resistant flashings shall be installed at all of the following locations: APPROVED CAULK 1. Exterior window and door openings. Flashing of exterior window and door openings shall extend to the LAP &TAPE WEATHER RESISTIVE WRAP WEATHER RESISTIVE surface of the exterior wall finish or to the water -resistive barrier for Subsequent drainage. Flashing at BARRIER AT JOINTS (UPPER BARRIER INTO OPENING & TAPE TO TABLE R302.6 Dwelling/Garage Separation Se aration Material From the residence and attics Not less than %-inch gy)sum applied to th' board or equivalent garage side From all habitable rooms above the garage Not less than H -inc, or eqt Type X gypsum board ivalent Structure(s) supporting floor -ceiling assemblies used for separation required by this section Not less than 1/2-inch gypsum board i or equivalent SHEET OVER LOWER SHEET) exterior window and oor openings shall be Installed In accordance with one or more of the following or MIN, R-30 BLOWN IN OR oC SILLUSWG SELF ADHERED FLASHING other approved method' BATL INSULATION w 1.1 The fenestration manufacturer's written flashing instructions. 3300 BATTLEGROUND AVE. 1.2 The flashing manufacturer's written installation instructions. SUITE230 FASTEN SELF-ADHFRED FLASHING CORN ER USING 1:31naccordance with FMAIAAMA100;FMAIAAMA'200,orFMANVDMA250. GREENSBORC),NG27410 t N O design rofessional. FASTENER 1.41n accordance with flashing method of a registered. DR P ED E PHONE: 336-282-3606 I y; 9p ALUM I G >H frame or stucco walls with projecting 2: A the intersection of chimneys or other masonry construction with i; t Y m YP1 9 0 NSTALLSE SELF -ADHERED { lire k; L I ,w both sides under stucco copings. II FLASHING AROUND lips112 SAGRESISTAN pT WJH LLC 0 2017 _ PEWMETER OF OPENING In and sills, 3: Under and at the ends of masonry, wood or metal copings Yt P 9 DRYWALL CEILING Q J Continuously above all projecting wood trim 4. Conti Y P 1 9 WI TEXTURED FINISH u.l frame construction. h w Ifor oor assembly of wood 5: Where exterior porches, decks stairs attach to a a ti P tPER NOTES THIS SHEET � .. '.WINDOW &DOOR PAN FLASHING i 6. At wall and roof Intersections not to scale • " 7. At built-in gutters Q VENTED ALUM. SOFFIT SHALL MEET R703.1,3 Q +27,71.37.0 P.S.F. 2 OC 0 LL OF SHEl'' �, 00Fftif MATERIAL R EL TION Z CL ( 2 SINGLE HUNG WINDOW — oC 12 MIN. R-30 BLOWN N OR BATT. INSULATION INSTALLED PER MANUFACTURE = -- PER ELEVATION WOOD R ER TO STIR CfU DRAWINGS SPECIFICATIONS Q � VINYL SOFFIT SHALL MEET R703.1.3 (+27 7137 0 P S.F.) } 2X4FRAMING AT16"OC. Z Q 0 FASCIA, 1SH PER ILDER Q w SEE STRUCTURAL SHEETS z w L.' FORANCHORAGE „ ti w 11 1/4 11 BEAM PER STRUCTURAL — o VINYL SIDING OVER 1/2"EXTERIOR PLYWOOD pC \ RHAN a R BARRIER INSTALLED PER 2017 DRAWINGS, WIVAPO S � FLORIDA BUILDING CODE. 0 FRAME WALL SYSTEM Z _ P11X FINISH MATERIAL Q — — — — — P f 2X NAILER, TYP. 61 _ I BEAM WIDTH 112" DRYWAL 0 I COLUMN SIZE PER S DRAWINGS Z z _ Q I `k ii c� STRUCTURAL � 1 R-1 TT.INSULAfION LINE OF SOFFIT ABOVE = w __J o z0 COD BASE Z /Fir 4X4 POST AS SPECIFIED M F GRADE 0 a > w I COLUMN SIZE PER STRUCTURAL DRAWINGS w w a ii UJUJ I x co j I U i - I. AA/MIN VTWr`MAI I Mf)TIA1r? I will KID I , 1ST FLOOR PL, HT. I E, LIVING ROOM 1ST FLOOR FIN FLR ' I 1 1 BUILDING SECTION 1 1181I 11-011 AT 111' X 1711 LAYOUT KITCHEN N 0 A r'ri 12 2019 LLJ z 1 S 1 e e y\®\ I RILf 34�s n' G, .. s G 21 •° G 4: pF •WZ W ` P _ 3300 BATTLEGROUND AVE. M ~ O SUITE 230 " O GREENSBORO, NC 27410 1-- PHONE:336-282-3606 w F— WJH, LLC ©2017 Q J W Z O Fcc- G O LL Mirror 60"w X Mirror 30"w X z 36"h 36"h w w F-- O 0 Q 00. 32"X60" 2"X60" w — i TUB/SHOWER TU /SHOWER > 1'-4" 1'-31/2" 1' 3112 1' 4" f-- 6_4: 3-91/2" O LLJ N B I BATH 2 Q J Oa ATH 0 1/4" =1'-0" AT 11" X 17" LAYOUT 1/4" =1'-0" AT 11" X 17" LAYOUT Q J Z O W re D I Ln tt9 W36 30 W36 30 W3015 W36 30 cv O J r� M w J w Q LIS a CN v r O O RANGE HOOD cn o O O W ~ �* ul �N� -- Ow o N o Q CNoQO Fl FRIG 0 0 O �� o u w cv a w u- Hookups — PLAN # / ORIENTATION; w qq 4 DW` 1 / L _ SERIES NAME: KITCHEN 3 KITCHEN 2 KITCHEN 1—j DIAMOND co PLAN NAME: 1/4" -1'-0" AT 11" X 17" LAYOUT 1/4" =1'®0" AT 11" X 17" LAYOUT 1/4" =1'a0" AT 11" X 17" LAYOUT z W LAST REVISION DATE REVIEWEDFOR 2/19/19 CODE COMPLIANCESHEET # -- - ST. LUCIE COUNTY BOCC W,e�u�Eerrr�r APR 12'Z0 FRIL N S Lu �,0• gl :. l Z' a i C) � x r r e 0 .final N� 36-51 /2" 19'-51/2" 3-0" 14--0" ALL PLUMBING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 RESIDENTIAL. 1 1/2" VTR 3" VTR we I PLUMBING ISOMETRIC 1 /41= -0"AT 22 X 34 LAYOUT 1/8 1'-0" AT 11"X 17" LAYOUT F`F Digitally signed by Charles P R. SP �rf . SpelmanNN �► �� �.. • ..... «� ,�j " QNicn—CharlesPSpelman, `* .•�\G E NS �•«.� Charleso=Printed copies of this " S - document are not considered . •« i No 34925 • signed and sealed and all SHA-1 ;;" « r authentication codes must be z. * * • 11erified on any electronic copies., ONE MA Al,�Algo"G ;This item has been "' '�i : • �(f��Now so s elec is lly !9.ii and sealed ."'► '3 : STATE OF `4/ ► CTiarle R Sman using a SHA-1 authentication code., Ir a(*pe. '. Q"' .• ♦� oe n k: email=cspelman@spelmanengin Imo' h••.• O R «•� �N . va eering.com, c=US I V**goo* Date: 2019.03.05 11:42:35-05'00' � I ♦ f O N AC� F - - - - ----_- I I F-- I II II I II II -- --� I I I II II I II II LI _ I I I I II N M 1 II ! Fl—__ I I T-81/4" I L 2 8i3%4"-2'-611211 2' 6" ` 4a-734"- �' 3" 15 1 3/4" 6-11 1/2" II -- II W OOKU?I L d ! I I rr 1 I `WATER L m- I=_ 1 64 t� I �IEATE =LiTIRK - — - — --7 F-I WATER HEATER DRAIN I I — � ICP II - FLEC !RANGEI F-1 IR 1 ! I L I I I IF I11 III _ ! AIR HANDLER DRAIN 1 HVAC I Fr Ej 1 j I HOOKUP 10' 11 1/4" 1 3'-2° �r — I I I I — — — — — q - = M I � LLO N v L II ! II 1 Ij I II I ' I I I I I I;I I 1 I II ---_I L J M II N ! I ! II I II CUT CONTROL JOINTS ! I `I AT INTERVALS 10'x10' IN BOTH DIRECTIONS { I 1 M 1 I ! 4 0 a ' 4, <r O n r 17'-01 /2" 36-51/2" 1 PLUMBING PLAN 1 /4" =1'-0" AT 22" X 34LAYOUT 1/8" =1'-0" AT 11" X 17" LAYOUT 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC ©2017 P�s c4 J IL ® ,� gp �— ® 0 W w �— � cl: C/)� o C o < C%4 0 PLAN # / ORIENTATION: SERIES NAME. REVIEWED FOR DIAMOND CODE COMPLIANCE ST. L.UCIE COUNTY PLAN NAME: B®CC PLUMBING Spelman Engineering, Inc, LAST REVISION ®ATE 1923 SE 10TH PLACE CAPE CORAL PLORDA 33"0 PHONE �39f1MS30) PAX(2n",98R( 21 9/ 9 RORIDACA#2695 w+uw9pelmahooglued on ai1Bl MYLIO ED70 MEMjErlOILY,MUSE,REC1d$�5 SHEET # ENPREBSLYLIy17EQFAF1tl3PA0.�'i'Q�.Y.AEU,� REPR�UG14(7N, 0ftP11B1AMNNVrAE(9PART18PKHStEpN& dMWBI0 CCh'SF1Vi QF THE ENat✓EEft ilfiE i¢.1f E OE9�S gEIhNN9 N1iM MONO `+HAELESP,aPE(1ldpl:,PE FLRDAUCIWONN� i TO POWER CO. TRANSFORMER BY UTILITY COMPANY METER MAIN COMBO 150 AMP NE MAN OR 200 AMP NEMA 3R 200 AMP INSIDE PANEL 1 3 1 2 INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 GRADE \� BOND TO FOUNDATION STEEL AS PER NEC 250.52(3) WIRE SCHEDULE_ 1 TO POWER CO. TRANSFORMER 2 #4 BARE COPPER 3/0 SER AL (FOR 150 AMP) 3 OR 410 SER AL (FOR 200 AMP) PER NEC ELECTRICAL RISER DIAGRAM NOT TO SCALE 1402 HOUSE LOAD CALCULATIONS 2 SMALLAPPLIANCE 1500VA EACH 3000 1 LAUNDRY 1500VA EACH 1500 1400 SF GENERAL LIGHTING @ 3W / SO 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 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 S@40%(25,717) 10287 20287 HEAT LOAD : 8750 W 5688 65% A/C LOAD 2.0 tons 3750 VA 0 100% E ECTICL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES OUTLET -110V TV - OUTLET -TV Q O WALL LIGHT � ❑ GARAGE DOOR OPGARAGE PREWIRE S O SMOKE DETECTOR OUTLET -110V PH GROUND FAULT OUTLET - PHONE 18" LIGHT BAR O FLUSH MOUNT SIC SMOKE DETECTOR/CO ® INTERRUPTER r1l �❑ BATHROOM OUTLET -110V GROUND FAULT SWITCH SINGLE P LE COACH LIGHT 1 O SURFACE CAN LIGHT P INTERRUPTER FRONT DOOR .EXHAUST FAN 0 WATERPROOF OUTLET 2220V C_m SWITCH - 3 WAY COACH LIGHT - REAR DOOR �1 I I r—En C; i��� OPTIONAL... FAN PREWIRE 0 FLUORESCENT 1'X4' 2 LAMPS SWITCH 4 WAY � DISCONNECT SWITCH l/ �/ \\ \ J OWNER'S BEDROOM 13'.6" X 12'.0" C* a Carpet- EE Viny 30 WIC _ vInyl Carpet N O I 4'-6" Q LIVING ROOM 17'-6" X 141•4" 8f_9„ Ca pet / C �`--'Carpt--- �� WID KUVinyl27 \ tF11 R I KITCHEUNDER COUNTERHOODIMW BA 2 5'-10 0 / FI HVAC- + Vinyl -..... Vinyl e Carpet T 3 I n BEDROOM (fin ( _ Vil 11•O,.X.10•0 (HEATPUMP HEATING WITH ADDNL ELECT HEAT ACU `� `� I —� ADDED FOR MAXIMUM HEAT LOAD VA)- u- L� yO VOLT-AMPERES 25,975 VA i r :. DEMAND LOAD AMPERES 108 @ 240V. ELECTRIC PANEL NEUTRAL DEMAND AMPERES 74 / I g GENERAL NOTES: IV I IN 1) INSTALL ARC FAULT CIRCUIT -INTERCEPTORS & TAMPER 2-CAR GARAGE / RESISTANT RECEPTACLES SHALL BE INSTALLED IN DWELLING - UNITS PER NEC. 210.12 AND 406.12 19'•8" X 20' 0" O 2) ALL ELECTRICAL EQUIPMENT TO BE SET AT OR ABOVE BASE/ FLOOD ELEVATION. GARAGE DOOR ) ALL OUTLETS IN WET AREAS AND ALL EXTERIOR OUTLETS TO OPENER PREWIRE 3L REVIEWED FOR 3) LGFIPROTECTED LCarpet_ _ 0 n BED CODE COMPLIANCE Vinyl ST. LUCIE COUNTY 4) AC/DC SMOKE DETECTOR TO BE INTERCONNECTED o\" X 10' 0" BOCC ANY RESIDENCE HAVING A FOSSIL -BURNING HEATER OR Vinyl APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN GFI(WP 10' OF EACH ROOM USED FOR SLEEPING PURPOSES PER RULE Spielman Engineering,, Inc. 9B-3.04.72. — - - 192AE14THPLACE CAPE CORAL FLORIDA33990 -._._ -. PHONEIT39p7Ew2939) FAX'j?3914599354) INSTALL ALL ELECTRICA IN ACCORDANCE WITH NEC 2014 ELECTRICAL -1ST FLOOR • ELEV'B' II FLORIUACAp28955 wfpOmznnngimaidngnnm 1 ¢uallcAnaRatuaEaPn�ssEErl�usii� �Ecmcarl�sls 114 11 I EXPRESS R1MrIEaT9iHsP,ECt Y RE4E RER Ion —1-0II AT 22II X 34II LAYOUT �R,du�oE€�RP�RrRel,Eowem tn4�1l1�iHfEA61N€€RTn1Ei01NF1@.9gN5d€ht11N34491N' JIZ II._.:: ..._ _..._.:. 118 —1-0 AT 11 X 17 LAYOUT crRlasasral€�aE fIURIGAU�fNSENi49fi5 I I ° 5 ENs�*% No 824 - G • 8 E OF ++mennn PANEL SCHEDULE # # # DESCRIPTION # - 1 AHU WITH HEATER 50 AMP #6 1 2 ` RANGE 40AMP #8 2 ` 3 3 4 4 5 DRYER 30AMP #10 5 6 ACU 30AMP #10 6 7 7 8 8. 9 WATER HEATER 30 AMP #10 9 10 1 WASHER 20AMP #12 10 11 11 12 DISHWASHER 20AMP #12 12 13 BATH GFCI 20AMP #12 13 14 SM APP #1 20AMP #12 14 15 GAR GFCI 15AMP #14 15 16 SM APP #2 20AMP #12 16 17 EXT GFCI 15AMP #14 171 18 HOOD/ MICRO 20AMP #12 18 19 LTG-GAR-KIT-BATH-FOY 15AMP #14 19 20 REF 20AMP #12 20 21 FAMILY 15AMP #14 21 22 NOOK/ DR 20AMP #12 22 23 MAST BED/ BATH 15AMP #14 23 .24. SPACE 24 25 BED 2/ LOFT 15AMP #14 25 26 SPACE 26 ' 27 BED 3/ BATH 15AMP #14 271 28 SPACE 28 29 SPACE 291 30 SPACE 30 31 SPACE 311 32 SPACE 32 j 0. BATH W - --GP P BE ROOM( .4 10(11'•0' � TV O More Hom Low Moneg,r9 I 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 • Cv * • + uj ce .. .. . PLAN r •: SERIES NAME: DIAMOND seal: THE 5TRUGTURE 15 DE516NED TO BE SELF 5UPPORTIN6 AND STABLE AFTER THE BUILDIN6 15 FINISHED AND ALL PLAN, DETAIL, ANP NOTE 5PEGIFI6ATION5 HAVE BEEN COMPLETED IT 15 THE GONTRAGTOR'5 SOLE RESPONSIBILITY TO DETERMINE THE EREGTION PROCEDURES AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDIN6 AND ITS GOMPONENT5 DURING GON5TRUGTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE55ARY 5HORIN6, 5HEETIN6, TEMPORARY BRAGIN6, 6UY5, AND TIE-DOWN5. GONTRAGTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND BRAGIN6 REQUIRED TO STABILIZE AND PROTECT EXI5TIN6 AND ADJACENT 5TRWTURE-5 AND 5Y5TEM5 DURIN6 COURSE OF DEMOLITION AND CONSTRUCTION OF THE PROJECT. • THE WOOD FRAME STRUCTURE OF THIS UNIT/MODEL I15 DE516NED TO RE515T LATERAL LOADIN65 A5 PERMITTED BY 5EGTIO14 4.3.5 OF THE SPECIAL DESIGN PROVISIONS FOR WIND AND 5EI5MIG (5DPW5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENINGS METHODOLOGY PER THE REQUIREMENTS SET FORTH IN SECTION 4.3.52. AS SUCH, WALL5 WITH OPENIN65 ARE CONSIDERED A 51N61 F STRUCTURAL PANEL AND MAY NOT REQUIRE HOLDOOK6 ADJACENT TO EACH WINDOW/DOOR OPENING. • 514EARWALL5 USED IN THE DE516N OF THE STRUCTURE APE DE516NED TO PE515T BOTH SHEAR AND UPLIFT, A5 PERMITTED THROUGH SECTION 4.4 OF THE 50PW5. A5 SUCH, STUD CLIPS ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE515T EXCE55 UPLIFT LOAD THAT HAS NOT BEEN RESOLVED THROUGH THE EXTERIOR 5HEATHIN6 FASTENED AT THE TOP 4 BOTTOM OF THE 5HE,ARWALL. _ SECTION R318 - PROTECTION AGAINST TERMITES TERMITE PROTECTION 514ALL BE PROVIDED BY REC715TFPED TERMITIGIDES, INGLUDIN6 501L APPLIED PESTICIDES, BAITIN6 SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METH005 OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW GON51RUGTION. SEE SECTION 202, "REGISTERED TERMITIGIDE." UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A GERTIFIGATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR TIE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACGORDANGE WITH RULES AND LAWS ESTABLISHED BY T-fE FLORIDA DEPARTMENT OF AiSRIGULTURE AND CONSUMER SERVICES." O u 2N THI5 MODEL HAS BEEN ENGINEERED TO RE515T LATERAL FORGES RESULTIN6 FROM 160 MPH WIND SPEED, EXP. G RI5K CATEGORY II 4 SEISMIC 6ATE6ORIE5 AM. ENCLOSED, 0.18 INTERNAL PRE55URE GOEFF. ENGINEERED DE516N WAS COMPLETED PER THE 6TH EDITION 2011 FLORIDA RESIDENTIAL 4 BUILDING CODES (SECTIONS R301.1.3 (RES) $ 160q (BUILDING)) $ A5GE 1-10 STANDARD EXTERIOR WALL SHEATHING REQUIREMENT5: 0 SHEATH ALL EXTERIOR WOOD FRAMED WALL5 w/ 1/I6" PLYWOOD OR 055 FASTENED W/ 2Y2"XO.131" NAILS ® 6" O.G. ALONG PANEL ED6E5 AND 12" O.G. IN THE PANEL FIELD. I. ALL 5HEATHIN6 PANELS SHALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO 5TUD5) AND INSTALLED FULL HE16HT OF SHEAR WALL - OR - 2X HORIZONTAL BLOGKIN6 SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL ED6E5 4 EDGE FA5TENIN6. 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHIN6 SHALL BE CONTINUOUS FULL HE16HT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 5V2"x0.131" NAILS ® I6"1 USE (8) 5V2'xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALYSIS ASSUMES ALL INTERIOR SHEAR WALL5 ANE EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENING5. 6. SEE ARGHITEGTUPAL DRAWINGS FOR ADD'L WALL GON5TRUGTION RE'.QUIREMENT5. 1. ALL EXTERIOR WALL5 GON51DEPED AS SHEAR WALL5. 8. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. ,®® INDICATES LOCATION AND EXTENT OF 5HEAi WHIGH REQUIRES SHEATHIN6 AND/ OR FASTENING SPECIFICATIONS BEYOND THAT OF STANDARD 6ON5TRUGTION SYMBOL SHEAR PANEL SPEC. 1/16" PLYWOOD OR 05B FASTENED W P3 2Y2"x0.131" NAILS ® 3" o.c. ALONG PANEL EDGES AND 12" o.G. IN THE PANEL FIELD. NO STAPLE ALT. FOR THIS ASSEMBLY. HOLD-DOWN SCHEDULE 5YMB0L SPECIFICATION HD -I U5P H1745 HOLDOWN' HD-2 LISP M5TG40 STRAP TIE (12" END LENGTH) HO-3 LISP M5TG66 STRAP TIE (12" END LEN6TH) HD-4 U5P STAD14 HOEDOWN 'ALTERNATIVE TO 5TBI6 ANCHOR BOLT SPECIFICATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO LISP SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ LISP CIA-6EL 1000 EPDXY SYSTEM PER MANUF. RECOMMENDATIONS. PROVIDE q MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANGHOR5 WITHIN 1 3/4" OF FACE ON CONCRETE- FOUNDATION WALL • FOOTIN6 DE516N - 2,000 P51F ALLOWABLE 501L BEARING PRESSURE 15 ASSUMED. BUILDER/CONTRACTOR MUST VERIFY. • FASTEN 2x4/6 SILL PLATES TO FND WITH A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAX. FROM PLATE ENDS - UTILIZING: • 1/2" DIA. ANCHOR BOLTS A 4'-0' o.c. WITH 1" MIN. EMBEDMENT o CONG. • ALL ANCHOR BOLT5 SHALL HAVE 3'x3"x0.22q" STEEL PLATE WA5HER5 URLE55 NOTED OTHERN15E ON PLANS. • ALTERNATIVES: • 1/2" DIA. X 6" LON6 POWERS WED6E-BOLT+ ANGHOR5 o 4'-0' O.G. • 1/2" DIA. THREADED ROD (1" MIN. EMBED) 0 4'-0" O.G. UTILIZING HILTI HIT-HY-200 EPDXY 5Y5TEM • LISP FA4 ANCHOR 5TRAP5 o 4'-0" O.G. • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT W/ PERIMETER FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO51ON-RE515TANGE GOMPATIBILITi" OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO COORD. e CONGRETE DE516N BASED ON AGI 318 CHAPTER 14 FOR STRUCTURAL PLAIN GONGRETE. CONCRETE SHALL ATTAIN THE FOLLOWING MIN. GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: • Pc = 2,500 psi: ....... FOOTIN65 4 INTERIOR 5LAB5 ON GRADE 2,500 p51:....... 6ARA6E 4 EXTERIOR 5LAB5 ON GRADE • fly = 60,000 psi 0 • ALL GONGRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR BELOW FR05T LINE. GON5ULT 5011-5 REPORT OR BUILDIN6 DEPT. FOR MINIMUM DEPTH BELOW GRADE. • FOOTINC75 AND 5LAB5 ON GRADE SHALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAP E06ES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. • SAW CUT OR TOOLED JOINT DEPTH SHALL BEY4 OF THE' DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED o 10'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO 5QUARFc; A5 P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO • A REGISTERED WOOD TREATMENT TERMITICIDE SHALL_ BE USED F06 SUBTERRANEAN TERMITE PREVENTION, IN AGGORDANGE WITH THE LABEL DIRECTIONS FOR USE AND THE FBG. • DIMENSIONS BY OTHERS, BUILDER TO VERIFY. 6ARAH 5LAB 4" GONG, SLAB ON 4" MIN. 6RANULAR FILL ON 95% COMPACTED FILLNIR6IN 501L PORCH SLAB 4" GONG. SLAB ON 4" MIN. 6RANULAR FILL ON 15% COMPACTED FILLNIR6IN 501L SLAB ON 6RADE 3 1/2" GONG. SLAB H/ bx6 W1.41.4 WWF (OR FI151 R MESH ILO WWF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON 95% COMPACT[ D FILLNIR61N 501L FLOOR FRAMING • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHER 15E NOTED. I-JO15T/IRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERl FLOOR 5HEAT14INC7 SHALL 13E 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP051JRE I, TON6UE AND 6ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"1 NAILS b" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF" FRAMING • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 B651 1-14 "GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • FASTEN EACH ROOF TRU55 TO TOP PLATE W/ LISP RTIbA HURRICANE CLIP (OR APPROVED EQUAL) @ ALL BEARIN6 POINTS. CLIPS MU5T BE IN5TALLED ON EXTERIOR FACE OF EXTERIOR WALL5 OR THE SAME 51DE A5 THE SHEAR INALL 5HEATHIN6. • ALL ROOF 61PDER TRUSSES AND FLUSH BEAMS WITHIN T14E ROOF 5Y5TEM SHALL BE FASTENED TO THE DOUBLE TOP PLATES AND P05T SUPPORT w/ MTNIb 61RDER TIE-DOWN5 OR AF'PR. EQUAL (TYP. U.N.O. ON PLANS) • ROOF SHEATHING SHALL BE 1/Ib" MIN. 0513/PLYWOOD 5HFATHIN5 2%, EXPOSURE I. FASTEN 5HEATHIN6 10 ROOF MEMBERS w/ R5R5-0I (2 3/&"x0.113" RIN6 SHANK) NAILS 0 b" O.G. 0 PANEL EDOE5 4 a b' O.G. IN FIELD. PROVIDE "H" 51YLE CLIPS ALON6 UNSUPPORTED E06E5. FA5TEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRU%E5 w/ R56-01 NAILS 0 3" O.G. • ROOF 5HEATHIN5 FOR MAIN ROOF TRU%E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL LARGE VALLEY 5ET5. FASTEN EACH END TO TRU55 BELOW W U51? M111I2 AND (2) 3'0.I31" TOENAIL5 TO EACH TRU55 BETNEEN. FOR 5MALL OR IP.RE6ULAR AREAS OF OVERFRAMIN5, PROVIDE 2x4 (MIN) RAFTER OVERFPAMI% o 24' O.G. FASTENED TO TF455 BELOW W U5P MTH12 4 (2) 3"x0.131" TOENAILS EA. END (MAX. 4' LEN6TH BETWEN SUPPORT POINTS) ALL METAL HAN5ER5 SHALL BE 5PE61FIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W 2x4 LEDGER FA5TENED TO FRAMING W(2) 3"x0.131" NAIL5 0 Ib" O.G. • THE EXTERIOR GEILI%5 FOR THE ENTRIES AND PORCHES SHALL HAVEY2" EXTERIOR GYPSUM BOARD. THE 5YP5UM BOARD SHALL BE ATTACHED TO ALL FRAMING MEMBERS WITH BLOCKING PROVIDED AT PERIMETER. THE GYPSUM BOARD SHALL BE ATTACHED WITH TYPE "W" K" DRYWALL 5GREW5 B 8" O.G. IN FIELD AND E06E5. Window $ Poor Allowable Wind Pre55ure5 160 MPH Wind Zone Exp G, Ri5k Gat II, EnGlo5ed 0.1b Internal Pre55ure GOeff. OPENING 51ZE INTERIOR ZONES END ZONES 3'-0" X 6-8" DOOR AI +35.6 P5F/-38.8 1:15F 0+35.6 P5F/-41 P5F 2'1 X 3'-0' WNDW BI +31.3 P5F/-40.5 P5F B2 +31.3 P5F/-49A8 P5F Yi X 5'1 WNDW @ +56.5 P5F/-3q.6 P5F G2 +36.5 P5F/-48.2 P5F Vi X T-O" DOOR DI +33.2 P5F/-36.3 P5F D2 +33.2 P5F/-41.1 PSF I6'-0" X 1'-0" DOOR EI +31.1 PSF/-34.8 PSF E2 +31.1 P5F/-38.E• P5F m End Zone 15 defined as the smaller of 10% of least horiz. dim. or 40% cr mean roof height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures chorted here ore allowable pressures vw/ a max. mea, roof height of 25ft. Values are permitted to be converted per A5GE 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 pressul as. L__ - - ---------- • DE516N 15 BASED ON: bth EDITION (2011) FLORIDA BUILDIN6 CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE51614 SPECIFICATION FOR WOOD CON5TRUGTION" - LATEST EDITION. • DESIGN LOADS: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (30 P51F ® SLEEPING AREA5) DEAD = 10 P5F (I -JOISTS 4 SOLID SAWN) (20 P5F @ TILE) LATERAL (SEE NOTES) SEISMIC (SEE NOTES) 501L SEE FOUNDATION NOTE5 (BUILDER TO VERIFY) GENERAL FRAMIN6 • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN STANDARD GONNEGTION5 TABLE (IRG TABLE R602.3()) OR ON PLANS. ALL NAILS 5PE61FIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR, CONNECTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFAGTURER'5 REQUIREMENTS FOR MAX GHARTEP CAPACITY. NOTE: HAN6ER5 USE COMMON NAIL DIAMETERS NOT TYPICAL FRAMING SUN NAILS. • EXT. 4 INT. BR6 WALL5 SHALL BE 2x4 (UNLESS Noi OTHERWI5E ON PLAN) a Vol' O.G. 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. • WALLS OVER q' TALL SHALL BE PER PLAN • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS 54At L BE SPRUCE -PINE -FIR #2 OF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BEM R (KILN -DRIED). ALL PLEADERS HAVE BEEN DE5IGNED BASED ON GALCULATE'D LOADS 4 SIZED ACC.ORDINi CODE TABLES HAVE NOT BEEN U5E0. • ALL NON -BEARING INTERIOR 5TUD WALL5 SHALL BE GON5TRUGTi=D WITH 2x 'STUD' GRADE MEMBERS SPACED a 24" O.G. (MAX., U.N.0) • HEADERS IN NON -LOAD BEARIN6 WALLS SHALL BE: (1)2x4/b FLAT 0 OPENIN65 UP TO 4', (2)2x4/b FLAT UP TO W. • ALL FRAMING LUMBER SHALL BE DRIED TO 15% MG (KD-15). • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWIN6: • 'i - Fb=2325 psi; Fv=310 psi; E=1.55x10"6 psi • 'LVL' - Fb=2600 psi; Fv=285 pal; E=2.OXIOAb psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TO6ETHFR WITH 3 ROW5 OF 3"1 NAILS o 8" 0/6 OR 2 ROW5Y4--i LISP WOOD 5GREW5 (OR 3Y2" T 01155LOK 56REW5) o 16" GIG. USE A MINIMUM OF 3 ROWS F',R BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT 130;14 FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3Y2" OR 5 4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x,5 MEMBERS. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"x " LISP WOOD 5GREW5 (OR 6 %" TRJ55LOK 5CREW5) A Ib" 0/6. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTH5 OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE SIDE ONLY FOR TRU55L0 5CREW5). LOCATE TOP AND BOTTOM 50REW5 2" FROM EDGE. A LID 1" BEAM 15 ACCEPTABLE. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUi SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • FOR STUD P05T 6 P5 SPECIFIED ON PLANS A5 (-0,(5) (5) OR (b), FASTEN PLYS w/(2%3" O.I31" NAILS a 6" O.G. OR (20'x0.120" NAIL5 4" O.G. (ALL PLYS, FULL HT. OF P05T) • PROVIDE SOLID BLO KING IN FLOOR SYSTEM UNDER ALL POSTS, CONTINUOUS TO FINIDA3EARIN6. BLOCKING TO MATCH P05T ABOVE. • FASTEN 2x WOOD TE5 TO TOP FLANGE OF STEEL BEAMS WITH P.A.F.'s ('HILTI' X-GF PIN5 OR EQUAL) A 16" O.G. 5TA66ERED, OR 1/2" DIA. BOLTS 6 46" O.G. 5TA66ERED. • ALL EXTERIOR 4x4 A000 P05T5 SHALL HAVE LISP G44 GAP 4 PA44E BASE, U.N.O. CONNECTION SPECIFICATIONS i U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 304.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS m4mv (3) TOENAIL5* 50LE PLATE TO JOI5T/3LK'6. NAILS o 4" o.c. NAILS o 4" o.c. STUD TO SOLE PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS A 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTNN. J015T5 TO TOP PL. (5) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS o 24" o.c. NAILS @ 16' o.c. _ w_ DOUBLE TOP PLATE I NAILS @ 24" o.c. NAILS o Ib" o.c. DOUBLE TOP PLATE LAP 5Pl..I6E q NAILS IN LAPPED AREA II NAILS IN LAP�D AREA ^� TOP PLATE LAP ®CORNERS 4 (2) NAILS (2) NAILS INTER5EGTIN6 WALLS a 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"&1 5AME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE e ARE SHOWN) REVIEWED FOR CODE COMPLIANT, ST. LUCIE COON' BOCC 1 ' CI S TE OF O�Cc �f Ft i±O1111"N Aq ` a © copyright : MULHERN & MILE Structural Engineering, Inc. issue date: 03-1 8-1 9 REVISIONS: _ date: initial: 03/18A4 PAT I CIL i--� U to W f- 0 N I- N � .0Li 0 `. z 0 a O®o -i W B LL. m component Model/series Attachment method pproval # Date Pressures Resist. Roof TAMKO Bldg: Products, Inc. Asphalt Shingles Roofing 3-Tab Glass Seal Elite FL18355.1 12/12/2017 N/A Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 in. back from each end and one 12 in. back from each end of the shingle for a total of 4 fasteners. For slopes from 4:12 and higher RhinoRoof U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal daps 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). Therms Tru Fiberglass Swing door Fiberglass 6-Panel FL15225.5 9/21/2018 67 -67 Yes Jamb, Head, and Threshold Fasteners for this unit include #10 Wood Screws or 1/4" Tapcons. A Physical Shim must be placed in Shim W Doors Wayne Dalton Overhead Double Door Series 9100 FL9174.6 2/13/2018 39.2 -43.7 Yes Windows/ Sliding Doors Ply Gem Windows Vinyl Fixed Window Series 1500 FL16104:1 12/27/2017 55 -55 No Ply Gem Windows Vinyl Single Hung Window Series 1500 :] FL16103.1 12/27/2017 50 -50 No Ply Gem Windows Vinyl Integral Mull (Twin & Triple) Window Series 1500 FL16100.2 10/17/2017 50 -50 No Siding Ply Gem Siding Mastic Vinyl Siding Mastic Eclipse 4.5" Dutch Lap FL23885.1 12/12/2017 73.6 -73.6 Yes Ply Gem Siding Mastic Vinyl Siding Board and Batten Vertical Vinyl Siding FL23885.1 12/12/2017 96.6 -96.6 Yes Ply Gem Siding Mastic Vinyl Siding Cedar Discovery Shake FL23885.1 12/12/2017 49.4 -49.4 Yes Shutter Hurricane Storm Panel MFG INC. 24 Gauge GalvanizedSteelStorm Panel FL16293.1 11/2/2017 20 -21) Yes Soffit Ply Gem Siding Mastic Vinyl Soffit Universal (Vinyl) FL23352.1 12/12/2017 132.8 -38.7 N/A Aluminum Coils, Inc. Aluminum Soffit FL 12194.1 12/15/2017 80 -90 No Structural Components United Steel Production Co Wood Connectors HD28-21F FL17232.3 12/21/2017 United Steel Production Co Wood Connectors HD0210-21F FL17241.8 8/14/2018 Simpson Strong Tie Co Wood Connectors MSTA49 FL10852.8 12/13/2017 United Steel Production Co Wood Connectors RT16A FL17236.11 2/13/2018 Simpson Strong Tie Co Wood Connectors MTS16 FL10456,8 12/19/2017 Simpson Strong Tie Co Wood Connectors MTS12 FL10456.8 12/19/2017 United Steel Production Co Wood Connectors HTT45 FL17324.2 8/13/2017 Simpson Strong Tie Co Wood Connectors MSTC40 FL10852.9 12/13/2017 Simpson Strong Tie Co Wood Connectors MSTC66 FL10852.9 12/13/2017 United Steel Production Co Wood Connectors STAD14 FL17249.3 12/21/2017 United Steel Production Co Wood Connectors ADTT-TZ FL17324.1 12/21/2017 Simpson Strong Tie Co Wood Connectors A35 FL10446.1 12/13/2017 United Steel Production Co Wood Connectors RT1S FL17236.10 2/13/2018 United Steel Production Co Woad Connectors RT7AT FL20872.1 12/12/2017 United Steel Production Co Wood Connectors RT7A FL17236.10 2/13/2018 dC Simpson Strong Tie CO o0 onnectors LCE4 FL10446.9 12/13/2017 United Steel Production Co Wood Connectors CBE44 FL22052.1 8/13/2018 United Steel Production Co Wood Connectors FA4 FL17249.1 12/21/2017 United Steel Production Co Wood Connectors RS14-100 FL17244.28 10/14/2019 United Steel Production Co Wood Connectors KST272 FL17244.14 10/14/2019 O O i CV n O 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. 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 lumber, Vinal or wooddoor 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 Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Corrosinn-RPsistant Srrpw ci #8 or Lar2er Pan Head Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact; Every Hole Distance From Window Corners 4" or nearest hole 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 Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest hole Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant. Nail Size 3/8" Minimum Head diameter Min. Corrncinn-Resistant St'r W SIZP #9 nr I arcrar Pan HPad 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 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. 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" horizontal nail spacing. 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. 1/4" diameter screw shall have a minimum embedment depth of 1 1/2" and have a spacing of 12" o.c. Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads - Or - Staples with 1" long legs X 1/16" (16 GA) Dia. in each nail hem. 12" T-4 J 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. (14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10d) Nails into Joist (14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10d) Nails into Joist (26) 0.148" x 2-1/2" Long Nails (9) 0.148" x 1-1/2" Long (10d) Nails into truss/rafter; (8) 0.148" x 3" Long (10d) Nails into Plate (14) 0.148" x 3" Long Nails or (14) 0.148" x 1-112" Long Nails (14) 0.148" x 3" Long Nails or (14) 0.148" x 1-1/2" Long Nails Install Directly to Framing with 10d Common or 16d x 2-1/2" Pnuemati (20) 0.148" x 3-1/4" Long Nails Minimum (54) 0.148" x 3-1/4'" Long Nails Minimum (38) 0.148" x 3-1/4" Long Nails WS8-EXT wood screw or 3/8" HDG lag screw (12) 0.131" x 1-1/2" Long Nails Minimum (5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0.131" x 2-1/2" Long Nai - (5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0.131" x 1-1/2" Long Na (5) 0.131" x 2-1/2" Long Nails into truss/rafter; (5) 0.131" x 2-1/2" Long Nf (14) 0.162" x 3-1/2" Long Nails into Beam; (10) 0.162" x 3-1/2" Long Na (12) 0.162" x3-1/2" Long Nails into post (3) 0.148" x 1-1/2" Long Nails into side of sill plate; (3) 0.148" x 1-1/2" Long Nai' Installed directly to Framing, (36) Min. 10d x 1-1/2" with 10d Common ,"., n.._ se,\G. o P MVGEN8Lc..4i ATE ' Cu OF h • <=% ` i AL III III 11110 DEC 1' 8 2D19 © copyright : MULHERN & KULP Stmctural Engineering Inc LV Z z J� w �Z �Z m z w a J � Q p Z� ¢o H• AU C-3 `n tLJ TT N '� 3: m E a a� JZ :2 UJ go mm W o N M&K project number: 9 95-00000 project mgr: ,J S B drawn by: JAI issue date: 04�27- `I 8 REVISIONS: date: initial: W r� WT�i 0 EXTENDED 12" MIN. BELON GRADE-150LATE PIER FROM PORCH SLAB (TYP) SLAB FOUNDATION PLAN 5GALE: I/8"=1'-0" ELEVATION B N on 011) R00F FRAMING PLAN SCALE: I/8"=1'-0" ELEVATION B Window 8 Door Allowable Wind Pre55ure5 Q MPH Wind Zone Exp G, Risk Gat 11, EnGloSed 0.18 Internal Pre55ure Goeff. G 512E INTERIOR ZONES END ZONES -8" DOOR 0 +35.6 P5F/-388 P5F ®+35.b P5F/-4b5 P5F -0" WNDW BI +37.3 P5F/-40.5 P5F $2 +37.3 P5F/-49.98 P5F -0.. "ON GI +3b.5 P5F/-39.6 PSF G2 +3b.5 P5F/-482 FSF D1 D2 -0" DOOR +332 P5F/-36.3 P5F +332 P5F/-41.1 P5F '-0" EI 1@+3I.1P5F/-38.6F5F DOOR +31.7 P5F/-34.8 P5F Is defined as the smaller of 10% of least horiz. dim. or 40% of mean it, but not less than 4% of least horiz. dim. or 3 ft. assures charted here are allowable pressures W/ a max. mean roof 3ht of 25ft. Values are permitted to be converted per A5CE 7-10 tion 2.4.1 to get an equivalent ultimate load pressure. Divide IWable pressures by a factor of 0.6 to obtain ultimate pressures. CONNECTION SPECIFICATIONS (TYP. U.N.0) CONNECTION TYPE CONNECTOR UPLIFT GAP. FA5TENING TRU55 TO DBL TOP PLATE OR BM. U5P RT16A 1160# (1) 2"XO.148' TO TOT PLATE 61RDER TRUSS TO P05T USP MTWI6 1005# �W V2XC�488' FLUSH BM. TO P05T U5P MTNIb 1005# 14 "X0.146N VALLEY TRU55 TO 5A5E TR155 U5P MTNI2 1005# (14) 2'XO.146" 5TIGK-BUILT OVERFRAMING U5P MTN12 1005# (14) 2"XO.148" PORCH BEAM TO P05T P G44 1000# (b) 2"XO.Ib2" STUD TO 50LE PLATE U5P RTT 4415# '772'XU.13r TOP OR 50LE PLATE TO STUD U5P RT7 495# ) 2'XO.I31' GARAGE 5LAB 4" GONG. 5LA6 ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILL/VIR6IN 501L PORCH 5LAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILL/VIR61N 501L SLAB ON GRADE 3 1/2" GONG. 5LAB A/ 6xb NI AA A NNF (OR FIBER ME511 ILO NNF) ON b MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILL/VIRGIN 501L HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION ® HD -I U5P HTT45 HOLDOWN' ® HD-2 U5P M5TC40 STRAP TIE (12" END LENGTH) ® 1-10-3 U5P M5TGbb STRAP TIE (12" END LENGTH) ® HO-4 U5P 5TADI4 HOLDOWN 'ALTERNATIVE TO 5TBIb ANCHOR BOLT SPECIFICATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION W/ U5P GIA—GEL 7000 EPDXY SYSTEM PER MANUF. RECOMMENDATIONS. PROVIDE T MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN I %"' OF FACE ON CONCRETE FOUNDATION WALL LEGEND • ® INTERIOR BEARING WALL • BEARING WALL ABOVE • — .. — BEAM / HEADER • EXTENT OF OVERFRAMING • JL METAL HANGER • a INDICATES 5HEARWALL • INDIGATE5 HOLDONN REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 5CHEDULES seal: ' .-7 LNS` t4 7 24 5TF j J cD copyright: MULHERN & KULP Structural Engineering, Inc. M&K project number: 1 95-19004 projectmgr: JS drawn by: W issue date: 03-1 8-1 REVISIONS: ' date: initial 03/18/19 PAT a J Z Td �.J 0 0� 2 Q CV N 41 0 N rn 0 Z O oa `- W N I�J.. O m o w_ LL LdL.I li sheet: LEFT HAND S I .0BmF"1 seal: FA5TEN ROOF TRUSS TO - TOP PLATE OF WALL W/ V5P' RTIbA CLIP MI BE IN53ALLE12 ON EXTERIOR FACE OF EXTERIOR WALLS) 4 (3) 3"X0.I20' (MIN) TOENAILS Oki' MAX. HEEL HT. 2x4 A Ib" O.G. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN FA5TEN EVERY OTHER STUD TO DBL. TOP PLATE WITH U5P RTT (ONLY REOV IN 150 MPH WIND SPEED OR GREATER) TYPICAL SHEAR TRANSFER DETAIL 2x4 A Ib' O.G. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER U.N.O. ON PLAN FA5TEN WALL 5HEAT'HING TO 51LL PLATE W/ 2 3/8 X 0.113" NAILS o 3 O.G., U.N.O. O CV _I u � O a a. GRADE 7171117_ L_`:° FASTEN EVERY OTHER STUD TO SILL PLATE WITH U5P RTT (ONLY REQ'D IN 150 MPH WIND SPEED OR GREATER) —2x P.T. 51LL PLATE (5EE PLAW GARAGE SLAB (5PLAV a STEEL , LATE 3WA53HER ®emu l -I Ll FF®' 4'-0' O.G. MAX., U.N.O. REINFORCEMENT -SEE DTL /FD1.0 TYPICAL SHEAR TRANSFER DETAIL ®EXTERIOR GARAGE WALL_ � 9CMr. 6/4y11'O' CONTINUOUS 05B RIP — OVER FULL LENGTH OF HEADER FASTENED TO DBL. TOP PLATE, TRIMMER 4 STUDS w/ 2 s/e14.113" HAILS o 3" O.G. CRIPPLE STUDS LOWER TRIMMER JACK 4 KING STUDS BEYOND SECTION VIEW GABLE END TRU55 - 5HEATHED WITH 05B. FASTEN BOTTOM CHORD OF GABLE END TRU55 TO DBL. TOP PLATE W/ U5P MPAI CLIPS ® 36"o.c. 2x4 o 16" O.G. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN PROVIDE GABLE END BRACING PER TRU55 MANUFACTURER PROVIDE 2x4 BLOCKING o 48" O.G. IN FIR5T (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM GHORD5 FASTEN DRYWALL TO BLOCKING w/5GREW5 /NAILS o b" O.G. TYPICAL GABLE END BRACIN6 DETAIL iliw BATT OR BLOWN — \ INSULATION PER ARCH FI5ER6LA55 5HINGLE5 OR TILE ROOF PER ARCH APA RATED 5TAL � SHEATHING -5EE NOTES PER 2017 FBG, (qTH ED. R103.1.2.1: 5OFFIT5 AND THEIR ATTAGHMENT5 SHALL BE GAPABLE OF RE515TING WIND LOADS 5PEGIFIED IN TABLES R301.2(2) AND R3012(3) FOR WALL5 U51146 AN EFFEGTIVE WIND AREA OF 10 50UARE FEET. NOTE: GOORDINATE SOFFIT OVERHAN65 WITH ARGH AND TRU55 MANUF. DRAWINGS REFER TO 501.0 FOR ADD'L 5TRUGT. INFORMATION GEILING BOARD -5EE ARCH WALL 5HEATHING (NOMINIAL Y2" THIGK 056 OR EOUALJ, HOU5E WRAP, VAPOR BARRIER, VINYL 510I1465, (PER ELEV. DRYWALL DRAWINGS rf PRODUGT -5EE ARCH APPROVAL SHEET) -5EE ARCH PLANS 2x4 o 16" O.G. EXT. WALL FOR COMPLETE INFO. 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN 5EE ENERGY GAL65 TYP. SILL PLATE: FOR IN50LATION REFER TO REOUIREMENT5 PER FOUNDATION DETAILS ARGH TYP. GONG. 5LAB: FLASHING 4REFER TO 51LL 5EALER� FOUNDATION DETAILS PER ARGH I (FDI.0) d PLAN As. - GRADE `u = —III— III- 12" WIDE GONG. TRENGH FOOTING (2) #5 BAR GONT. It -oil LONGITUDINAL REINF. w/ 3" MIN. COVER 4 MIN. 38" LAP SPLICE (TYP.) 1 TYPICAL I -STORY WALL SECTION SCALE: N.T.5 r u..I 7-tiiBJ_r FMc:.- I I TOP PLATE AND 51LL DOUBLE TOP PLATE PL ATE WITH (2) 3'x0.131' END NAILS OR TOENAILS. � � �( x( x x )a( CLIPS ONLY REQUIRED g2 CONTINUOUS 05B RIP OVER FULL LENGTH OF HEADER FASTENED TO DBL. TOP PLATE, TRIMMER 4 STUDS r✓ 2 3/e x0.113" NAILS o 3' O.G. )e( HHERE CRIPPLE 511D NOTED (5EE IPLANLL5PEG5) ALL EXTERIOR W6LL5 — SHALL BE 5HEATED WITH OR HORIZ. FULL PANELS IN VERT. STREN67t AXI5 A5 INDICATED HITTATION )3( b (LONG DIREGTION OF NAILING A5 SPECIFIED ON 4x8 SHEET) TO RUN TYPICAL NOTES AND p( 0 )a( KING 5TUD )s( I PARALLEL TO DBL.. PLAN5 (SEE PLAN 5PEG5) TOP PLATE A z I JACK STUD ELEVATION VIEW (5EE PLANS FOR SIZE) 5TRAPPIN5 AND BL0GKIN5 AT WINDOW C 4,1ERS (PER DETAIL 86) ONLY REQUIRED HERE SPECIFICALLY GALLED OUT ON PLAN (5EE PLAN SPECS) MIN. (2)2X4 JAGK5 (5EE PLANS) -REFER TO 50.0 FOR r'P PAr'Ir-WINA r.nKIKI 2xb *2 5PF' WOOD JAMB Yen VIA. x 5" LAG REW5 W/ 2" K5HER5. EQUALLY AGED OVER FULL IGHT OF DOOR BUCK. SECTION VIEW TYPICAL 6ARA6E DOOR BUCK CONNECTION DTL 0, WAM 6/4'•I'-O' 7 5FEARl b°d L HAS BEEN DESIGNED AS GONTINUCUSLY SHEATHED PANEL VIA FORGE TRANSFER AROUND OPENIN65(FTAO) METHODOLOGY - HOLD DOP*6 ARE ONLY REQUIRED WHERE SPECIFICALLY NOTED ON PLAN (5EE PLAN 5PEC5) TYPICAL EXTERIOR WALL SHEATHIN6 C r,.Wb. Y n 1 1 V �a�•`� �4+ � O E N' * 0 7824 k T E OF © copydght: MULHERN & KULP Structural Engineering, Inc. 0 C7 z .J N DCD z w a + J y a °G dE E U eT O 1— m 2a �. W o � y m_ W N M&K project number: 1 95-19004 projectmgr: JSB drawn by: WC issue date: 03-1 8-1 9 REVISIONS: date: initial: 03/18/19 PAT DOUBLE TOP PLATE (5EE _ PLAN SPECS) IL 5HEATHING ED6E NAILING (5EE PLAN 5PE65) J U SHEATHING FIELD NAILING W (SEE PLAN SPECS) r ^ Q AT HORIZONTAL W O SHEATHING, PROVIDE 2x FLAT BLOCKING AT ALL UNSUPPORTED PANEL ED55E5 (5EE PLAN SPECS) o AT STANDARD WALL Z (�[ OPENING, PROVIDE (1) KIN6 5TUD + p) JACK Q STUD EACH 51DE (UND. ON PLANS) 0. 51LL �� 4 DETATE AILS FOR � J T(PIGAL WALL N LO CONNECTIONS,) d CAI (y lJ ° J I Lt L] W Z 0 a LLJ r��' Q m n. 'Cot OpNCE v f �' w LL 0o�E c noutwTY sheet: SD 1 ro~l PONY WALL MAX. HT.: =1'-TV w/ LISP M5TCb6 =2-II' W LISP K5T212 x x x [-I I MIN. (2) 2x4 xx 3'xIW4 MIN. FADER. SEE PLAN. - FADER TO BE LOCATED AT TOP OF OPENING MIN. (2) 2x4 FASTEN %N MIN. T14ICKNE55 WOOD STRUCTURAL PANEL X SHEATHING TO FADER WITH 2Y W.131' 4� NAILS IN 3' GRID PATTERN AS SHOWN AND 3' O.G. IN ALL FRAMIN6 (STUDS 4 51LL5) TYP. p IF PANEL. SPLICE 15 NEEDED IT 5NALL OCCUR WITHIN f GBIN615USED IT MUST BE STITCHN6 15 WITH ONE ROW OF 3U40x0.148' AT 3' O.G. r 2'-0" < FIN15HED WIDTH < 18'-0' 16" MINIMUM LISP 5TAD14 HOLDOWN STRAP (EMBEDDED INTO CONCRETE ' AND NAILED INTO FRAMING) OR L15P HTT45 HOLD". ` INSTALLED PER MANUFACTURER SPECIFICATIONS. MIN. 3'X3'XY4' PLAT: WASHER ', ONE 5Ve DIA. ANCHOR BOLT WITH T MIN. EMBEDMENT INTO GONG. ----------- ------ OUT5IDE ELEVATION PONY WALL MAX. HT.: =1'-I V W LISP MSTG66 =2'-II' w/ USP K5T212 ° ri 0 ° 0 0 A 5HEATHIN6 FI J-x AS REQV LISP STRAP SPEC BASED ON PONY WALL HEIGHT %4 XO.148' ZF-M5TC66 STRAP w/ 33" END NAILS IN (2) LENGTH FOR I'-i14' MAX HT. ROWS 0 3 O.C. or K5T12 STRAP W 36" END LENGTH FOR 2'-11' MAX HT. -STRAP CENTERED o BOTTOM OF HEADER I LOCATE ON INSIDE FACE OF -^I �= ONE #4 BAR TOP AND BOTTOM OF FOOTING. LAP BARS 15' MIN. ° 3'xIV4 MIN. HEADER SEE PLAN. - HEADER TO BE LOCATED AT TOP OF OPENING ° FASTEN TOP PLATE TO HEADER WITH ° TWO ROW5 OF ?p x0.148' NAILS 0 3' O.G. ° LISP STRAP SPEC BASED ON PONY WALL --M5TC66 STRAP w/ 33' END LEW7TH FOR I'-1 V STUD MAX HIT. Q or K5T12 STRAP W 36' END LENGTH FOR 2'-II' MAX HT. -STRAP CENTERED o BOTTOM OF HEADER - LOCATE ON INSIDE FACE OF WALL. F DBL. JACK 51UD (MIN) O BLOCKING A5 RC-Qb (3) KING STUDS 51146LE KING STUD ONLY IF 4 FT (MIN) SOLID RETURN WALL PROVIDED 1N PLAN Van DIA. ANCHOR BOLT WITH Is MIN. EMBEDMENT INTO GONw, AND 3'X3'XY4 PLATE WASHER TYP. 6 IN51DE ELEVATION 3W 05B OR)z' PLYWOOD SHEATHING, CONTINUOUS FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED SPLICE AREA. WALL FRAMING SPEGIFICATOK 02x4 WALL: L15E HF #2 GRADE STUDS (OR BETTER) 02x6 WALL: USE 5PF 'STUD' 6RADE STUDS (OR BETTER) 'x0.131' NAIL 0 - 6' O.G. IN ALL PANEL EDGE5 NOT PART OF PORTAL FRAME %N0.148' NAILS AT 12.O.G. =K� LETTERED DETAILS ARE TYPICAL FOR TH15 HOME � 5HALL BE IMPLEMENTED IN ALL APPLICABLE AREA5. THE5E DETAILS ARE NOT "GUT" ON THE PLANS. REVIE NUMBERED DI: -:TAILS ARE PLAN 5PEGIEIG AND ARE ONLY REQUIRED WHERE 5PEGIEIGALLY INDICATED ("GUT") ON THE PLANS. seal: .,.u,rnoe r © copy to, 1 fi IQF 1 Structural Engineedng, Inc. iL co z .J W W z Z W R J m Z� x 5 WI— aEi V3 ..1 m E JLU a w m ae 8 0 M&K project number 195-19004 projectmgr: JSB drawn by: WC issue date: 03- 1 8- 1 9 REVISIONS: date: initial: 03/18/14 PAT W (z w i,T n 2 w0 Q x IWE a i'--�—i1 U W O O C, r W 0 ,nnnJ 2 `-' N N O� w Q_ Lo :D FOR N IPLIANCE Q N COUNTY � U � o J %C O o `Lj 0.i d zS() (x 0 0 U)Ld sheet: SD2.OmC:F NME ion seal: 2x4 BLOGKING o 24" OVER 5HEARKAI L ROOF TRUSSES (5EE PLAN) , FA5TEN EA. 2x4 BLOGKIN6 PANEL TO DOABLE TOP PLATE W (4) 3"x0.131' NAILS OR (5) 3'4.120' NAILS (2) 3"XO 131' NAIL5 OR (2)3'x0.120' NAIL5 o EA. 2x4 BLOCKING PANEL 5HEARMLL BELOW (5EE PLAN) U4P !' 0/1 9 ST ;E `",� OF `.�tu ♦ff�'f�` rt © copyright: MULHERN& KULP Stmdural Enoineedna. Inc. C7 w w C7 Z w w a J � � ,G c � l r c r v d rn '> a'A LU N O :2LU o = m US n M&K project number: 1 95-1 9004 JSBWC g-19 k initial: PAT T pg fL y�-i J w Q0 Co .1 0 Q_ J REVIEWED FOR 0 0- N CODE COMPLIANCE Z � ®Q J ST. LUCIE COUNTY "® >t w C3QG% Z o LE ERED DETAILS ARE TYPIGAL FOR NUMBERED DETA IL5 ARE PLAN 0LL d a TH15 AOME � 5HALL BE IMPLEMENTED 1N 5PEGIFIG AND ARE ONLY REQUIRED w > A L APPL I GABLE AREAS. THESE INHERE SPEC I EI GALLY I ND I GATED Sheet: Li4 IL5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLAN5. seal: APR 12 20 aas9arsiee,, IN IN TYP. SILL PLATE: 824 2x P.T. PLATE w/Y2" DIA. x T LONG R.B. ® 4'-0" O.G. (U.N.0) w/ OF ST t•' TYP. 5HT'6 TO SILL 3"X3"X0.22G" 5TEEL PLATE WA5HER5. TYP. 51LL PLATE TYP. SILL PLATE ; c� ap. PLATE GONN.: PROVIDE MIN. (2) PER PLATE 5E6MENT, -5EE DTL I/FIDI.O -5EE DTL I/FDI.O ;IFS ,• 0 ..... ) `� <, FASTEN WALL SHEATHING MIN. 12" FROM 5E6MENT ENDS z '�., 1"""rA� EaE'° IYP. GARAGE 5LAB: TYP. t- ORGH 5LAB: SLAB ON GRADE TO SILL PLATE W/ TYP. SLAB ON GRADE: a 4" GONG. SLAB ON 4" 4" GONG. 5LAB ON 4" MIN. -5EE DTL I/FDI.O 2 3/8" X 0.113" NAILS ® 3 1/2" GONG. 5LA13 w/ bxb > `r MIN. GRANULAR FILL GRANULAR FILL ON 95% ©copyrlghr MULHERN&KULP 5" O.G., U.N.O. structural Engmeedng� Inc. WIAAA WWF (OR FIBER ME5H ON 515% COMPACTED COMPACTED FILL/VIR61N 501L Q ILO WWF) ON b MIL VAPOR z I�° FILLNIR6IN 501E z d o ARRIER ON 4" MIN. d 4. � GRADE GRANULAR FILL ON C15% `3 GRADE III III=1 Q. z _ 1I ,,III= ' GOMPACTED FILLNIR6IN 501L = II I, ,III —I �° J z III z = _ III- ', =Z _ 12 WIDE GONG. � — III- ' 12" .WIDE GONG. � � � I I i � —I � ° '" 12" WIDE GONG. " o II IIII-11 �° boo II III— iv S O C, III �; _ TRENCH FOOTING N S v . TRENCH FOOTING — ( a #° TRENCH FOOTING W BUILDER TO PROVIDE 1 a I5OL.ATION JOINT ® Z g (2) #5 BAR GONT. REINFORCEMENT FLOATIN6 PORCH 5LAB REINFORCEMENT c~i v a LONGITUDINAL REINF. -SEE DTL I/FDI.O I'-O" -SEE DTL/POLO a=c = E w/ 3" MIN. GOVER & W y MIN. 38" LAP SPLICE _ -� C° -Es e i TYPICAL SLAB ON 6RADE (TYP TYPICAL SLAB ON 6RADE TYPICAL SLAB ON 6RADE JLU Z PERIMETER FOOTING PERIMETER FOOTING ® 6ARA6E 3 0 N PORCH AT 0 �� m SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-O" SCALE: 3/8"=1'-O" C o I GARAGE INTERIOR HOUSE INTERIOR M&K project number: 195- 19004 projedmgr: JSB TYP. SILL PLATE BEYOND TYP. SILL PLATE -5EE DTL I/FDI.O drawn by: WC GARAGE SLAB -5EE DTL I/FDI.OGARAGE SLAB INTERIOR BEARING — �J� - issue date: 03-1 8-1 9 I � II -5EE DTL I/FDI.O I 5LAB ON GWAWSHFAR WALL RADE -5EE DTL I/FDI.O z I -5EE DTL I/FDI.O 2i P.T. BOTTOM PLATE REVISIONS: 5LAB ON GRADE w/' HILTI X-GF 12 Pb J Q = -5EE FND. PLAN P4 OR EQUAL ® 36° date: initial: > GRADE s 03A8A9 PAT 0. �. p d d—III I -I d 8 . d —III— 11 I III —III— ° Z °p III 4 III _I d N Q o - 12" WIDE GONG. _ _ _ TRENCH FOOTING —1111;,11 . d II _III,,,IIII,I 11 0 III '' ° $ PLAIN GONG. REINFORCEMENT THICKENED 5LAB REINFORCEMENTPLAINGONG. REINFORCEMENT ,r -5EE DTL I/FDI.O 12 W (5EE PLAN FOR 51ZE) -DTL 1/FD1.O 12„ W THICKENED 5LA5 i 1-0 -SEE DTL W CENTER FT6. ON (5EE PLAN FOR 51ZE) WALL ABOVE n TYPICAL THICKENED SLAB TYPICAL THICKENED SLAB TYPICAL SLAB ON 6RADE a rW ® INTERIOR 6ARA6E WALL C() ® INTERIOR BEARING WALL PERIMETER FOOTING ® 6ARASE ENTRY 4 SCALE: 3/S"=1'-O" SCALE:SCALE: 3/8"=1'-O" ii�ii nW o ll. ROOF TR1)55E5 -5EE 1/50IA J U COvW 0 VINYL SOFFIT (AS CHOSEN BY T BUILDER) SHALL MEET R703.1.1 —1 Q U5PGUT EVERY OTHER I" DEEP 5AW GUT CONTROL JOINT FA GAP (INSTALLED FAR MA O WIRE OF W.W.F. ® WITHIN 24 HOUR5 OF POUR NUFAGTURER REQUIREMENTS) �L CONTROL JOINT MID -WAY INTO 5LAB 4x4 PRE55LRE TREATED WOOD -LOCATE JOINTS ® 5LAB OA P05T w/FIN15HE5 PER UJ GORNER5 8 OTHER AREAS WHERE ARCH/BUILDER 15' MAX GRACK5 ARE LIKELY TO OCCUR U5P PA44E BASE (INSTALLED PER O N BETWEEN MANIFAGTURER REQUIREMENT5) 5AWGUT5 5LAB ON 6RADE REINFORCEMENTr.5LO7PE TYP. PORCH 5LAB-5EE FND. PLAN -5EE DTI. WDLO -5EE 3/FDID ® r- GRADE a X ° x —III III III N I I III —I III III —I I — COMPACTED IILIII I-- BAGKFILL m II ;III„III, ,III„III-111 II �1111 111=III=III- - ° s •'' 12"A2„ 150LATED GONG. Q U o LL LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN PIER FOOTiNGUNDER P05T z 0 o w TH 15 HOME I$ SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED PLp" Z 00 0 ALL APPLIGABLE AREAS. THE5E WHERE 5PEGIEIGALLY INDIGATED TYPICAL PORCH COLUMN ® O m W a DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLANS. TYPICAL CONTROL JOINT CONNECTION DETAIL LL A SCALE: 3/8"=1'—O" LOCATE ®10' TO 1V Vox.. OR B SCALE: NONE 5LAB ON 6RADE PEvOEwEQ FO. O W LL CORNERS WHERE CRACKS OODE,COMPL'A"C ELY TO DEVELOP sheet: LIK ST. LUCIE COUNTY B0CFD I.OF dJ