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HomeMy WebLinkAboutBuilding PlansII P GRP2 ELEV'B'— SHEET LIST Sheet Number Sheet Name GRP2 0.2 SLAB PENETRATIONS ELEV'B' GRP2 0.3 PLUMBING& ISOMETRICS PLAN GRP2 04 PLUMBING & ISOMETRICS PLAN GRP2 1.2 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 COVER MEET M ;•� o sza ?� ATE F 4W` LU 3T 8" _Z 14'-4" 3'-0" 20'4" — MAR�1'1�f9 N n GRP2 - ELEV'B'- AREA Name Area HEATED 1ST FLOOR 1603 SF UNHEATED 1603 SF GARAGE1 387 SF PORCHI 81 SF UNDER ROOF 468 SF 2071 SF GRP2 - ELEV'B- (STUD) AREA NameI Area 1ST FLOOR 1544 SF 1544 SF o LU m d" _ I— r--� a --- -- —. 0 4 r f-------1 tia d 14' I, u G I LU FRIG% I I LU Ili OKUPS I c4: CD ry I I —_� LL vim. CUT CONTROL JOINTS a . ATJNT�RVALS1Qx10' - � r — i. _ .. ��' a• iN,80TH DIRECTIONS d I u dll I Z LU W F. 4 I. ll o Q - ( v.. W �� � � I n r - - W 18'-5" Q , N•. r 1'-8 1/2" {;tfi"3 1' 8112" Y. 13'-9" 4'-3" 06 37'-8" z W Z IV SLAB PENETRATIONS ELEV'B' REV EWEDFOJEE1 1 /4" 1'_o"�AT 22"X34" L cony f n F�.ia AYOUT s- .4 cou 1/8" 1-0" AT 11" X 17" LAYOUT BOCCI More Home Low < i, 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 !— WJH, LLC © 2017 .T 0 J a �LU L0 M �' J LL• W csa o � p Z W 0 CL 04 ® z 2 p W Y J _.+0Q LU 0 W CD CL 0 PLAN # / ORIENTATION:1, I 1.6122 / RIB SERIES NAME: DIAMOND I PLAN NAME: LAST REVISION DATE 2/19/19 FILE COPI - WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING WIDTH AS NOTED ON PLAN, 6-8" HDR HT. BRICK VENEER - 1 ROD & SHELF STUD WALL BELOWNOTE: EXTERIOR WALLS FRAMED AT 16" O.C. INTERIOR NO' - HEIGHT AND STUD SIZE AS NOTED BEARING WALLS FRAMED AT 24" O.C. REF TO STRUCTURAL SHEETS FOR BEARING WALL SPECIFICATIONS AND PLATE INFORMATION TABLE R302.6 Dwelling/Garage Separation Se aration Material Fr m the residence and attics Not less than %cinch gypsum board or equivalent applied to the garage side From all t abitable rooms above Me garage Not less than 5B -inch Type X gypsum board or equivalent Structure( s used for separation supporting floor -ceiling assemblies required by this section Not less than %-inch gypsum board or equivalent 2668 DOOR W/ TOP & BOTTOM LOUVERED DOOR SQUARE FOOTAGE _ '16.67 SQ, FT. DOOR STYLES &RAILS-7.05 SQ. FT. LOUVERS 118"X1'-9"X56" -1.02 SQ, FT, 8.60 SQ. FT. VOLUME OF AIR CONDITIONED SPACE 12824 CUBIC FEET PLAN NOTES 1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR 8) THE GARAGE SHALL BE SEPARATED FROM THE 13) R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR ALL WINDOWS AND DOORS RESIDENCE ORS & ATTIC BY NOT LESS THEN112" GYPSUM WALL AND CEILINGFINISHES. FLAME SPREAD AND .SMOKE DEVELOPED. BOARD APPLIED TOTHE 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 GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATIION IS A R302,9.1FLAME SPREAD INDEX, WALL AND CEILING FINISHES SHALL HAVE 3 PROVIDE SAFETY GLAZING AT BATHI SHOWER FLOOR CEILING ASSEMBLY' THE STRUCTURE 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 112" GYPSOM BOARD EXCEPTION: FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL 4) NON BEARING INTERIOR FRAME WALLS SHALL BE OR EQUIVALENT NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS, CHAIR RAILS, BASEBOARDS FRAMED W/ WOOD OR METAL STUDS SPACING SHALL AND HANDRAILS; TO DOORS AND WINDOWS OR THEIR FRAMES; OR TO MATERIALS NOT EXCEED 24"O.C. (NON BEARING WALLS ONLY) 9) ALL WINDOWS INSTALLED 72" A60VE `;BADE MUST THAT ARE LESS THAN 1/28 INCH (0.91 MM) IN THICKNESS CEMENTED TO THE COMPLY WITH R6122 MIN 24" SILLNEIGtfT OR SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD 5 PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD PROVIDED WITH AN AP N DWI DO W FALL INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS GARAGE DOOR HARDWARE PRVENTION DEVICE CEMENTED TO A NONCOMBUSTIBLE BACKING. 6) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES 10) PROVIDE FIRE BLOCKING PER SECTION R-302.11 @ 24" O.C, USE 5/8" DRYWALL OR1/2" SAG FER RESISTANT PER SEC. 702.3.5 11) PROVIDE DRAFT STOPPING 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 R3012(1) OF 2017 FLORIDA BUILDING CODE R302.15, WINDOW SCHEDULE MARK MANUFACTURER ` HEIGHT WIDTH SHGC GLASS TYPE WIND-BORNE FL PRODUCT APPROVAL # 3.0 5.0 SH PLY GEM 59.5" 35 5"0.22 in LOW-E ARGON SHUTTER _FL15076.2 2.0 3.0 SH PLY GEM 35.5" 23;5"0.22 LOW-E ARGON SHUTTER FL.15076.2 CV Lo I 4" POST J 171_Ail W 18' 2019 �51 F �z�ii c ' * : I2bF P "d, A 824 �&u I I 5' 9° 3'-6" 6'-7"U 7'-1011 81_111 3-0 5-0 SH 3-0 5.0 SH 2O30 SH 6'-8"H.H 61-811H.H. 2/86/86PNL 6'-8"H.H 4'-31/2" L d DW 2X4 WALL, 341/2" H. W/ 1 I 12" COUNTER OVERHANG 3'-2" M,, W.I,C. 4 RP2 5.11 FRIG. 3 HOOKUP N 1 4'-5 1/2" a' 1'-51/2" ELECTRIC N GRANGE 10 N N 7° 216 618 32"X60" C,I ° TUB/SHOWER M 0, BATH W 0. SUITE 6 RP2 5.1 N 13'4' x 11'•0" FLEX -" co`5'-4" ° 14'-0" 13.0'x10.0 I - N D(D) J M 2/6 618 11' 1 1/2" 2' 311 4'- 1/2" 6'-71/2" 2'-4112" 10'-7 1/2" CV V ca N M (2) 216 6/$ 2/6 6/8 EW/DOOKUPS BED 3 W BED 2 I �,w M 10.0 x1 01 w_ CD 10'.9" x 104" w MECH ATER NEATER - C? M N �i d- 216 6/8 Elf 6'-0" 4'-3" 4'-7112" �9 3 -5 5 -7 10'-7 1/2 5 N N GRP2 5.1 NLO Q M = BA. 2 216 618 FOYER BED co GARAGE 10' 9" x 10' 4" I 19'•0" x 19'-8" ESCAPE 2/6 618 3.0 6.8 I 13'-7" o (V PORCH 3-0 5-0 SH 3-0 5.0 SH TEMP` 6' - 8" H.H. 6' - 8" H.H. 16070 SECTIONAL 13'-6" 4'-11" 16'-0" 1' 10" 1'-10" 6-11/2" 3'-6" 5'-1 1/2" zi 13'-9" 2'-11/2" 4'-3" 2-11/2" 19'-8" 37'-8" w 0 w - H (V Uj Z O O 0 U_ N Z co w 0 O M H- 04 r Z ao Q LU w w (V 0LO 0 z V) �= d o= w* 47 Z J O w U re LI)* Ln M O et J CO o o N © Z Z. J LL Q 0- J ui 0 V) W ® 0 Z w z I- a z �; w a 2 w W a;Il­_ p w i� J Y Cr co N O Q C4aO0 O U J C4 < 1` LL j PLAN # / ORIENTATION LU 0� 1612 / RH SERIES NAME: 4 PLAN NAME: Z w 1 FIRST FLOOR PLAN ELEV'B' LAST REVISION DATE lW = V-0 AAT 22" X 34" LAYOUT 118" = V-0" AT 11" X 17" LAYOUT 12/10/19 SHEET # P21 ,2 GRP2 ELEV'B' - ATTIC VENTILATION CALCS 1/300 Veniilalion Upper Lower Total Ridge Roof Soffit Required Maz Upper Min Upper Ventilation Ventilation Veniilalion Vent Vents Vents Area (sq. in.) (sq. in.) (sq, in.) (sq. in.) I (sq. in.) (sq, in.) I (In. fl.) (ea) (sq, ft.) 2071 SF 994 795 497 600 480 1080 0 12 80 CALCS BASED ON THE FOLLOWING VALUES: -Ridge Vents =15 in2 of net free area per linear foot -Roof Vents = 50 in2 of net free area per unit -Soffit Vents = 6 in2 of net free area per square foot SHINGLE ROOF SPECS SHINGLES TAMKO SYNTHETIC UNDERLAYMENT SHALL BE INSTALLED UNDER ASPHALT SHINGLES, ALL ASPHALT SHINGLES SHALL HAVE SELD- SEALING STRIPS OR BE INTERLOCKING AND COMPLY WITH ASTM D 225 OR D 3462, AND SHALL BE SECURED TO THE ROOF WITH NO LESS THAN 6 FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS PER SHNGLE TAB, AND SHALL IN NO CASSE BE FASTENED WITH LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURE. INSTALLATION SHALL COMPLY WITH MANUFACTURES REQUIREMENTS FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS DETERMINED BY ASTM D 3161. FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F 1667, AND SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS STEEL OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE (0.105") WITH A MINIMUM 318" DIAMETER HEAD SHANK AND SHALL BE A LENGTH TO PENTRATE THE SHEATHING THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM A 641, CLASS 1, OR EQUAL, AND SHALL BE CORROSION RESTITANT BY ELECTRO GALVANIZATION, MECHANICAL GALVANIZATION, HOT DIPPED GALVANIZATION OR SHALL BE MADE OF STAINLESS STEEL, NON-FERROUS METAL 1 ROOF PLAN ELEV'B' 1 /8 -1-0 AT 22 X 34 LAYOUT 1/8" = V-0" AT I X 17" LAYOUT G tom•• ,�I *�♦.4 S�. 7824 .* ATE ; tV: • 0 Pt i•t S•� �� r�1 � �1 ♦♦ /p///11i 111111 MAR 12 2019 1'-01, N W z J a 0 W F— O O F- 0 Lu F— Q J W rY z O F— QC G O LL W O z 0 W > W w F— O z N Q 0 z Q J O W rz F— U F— N O LL CL V) H 0 W W W Q a J Y 06 z w W J 0 { I,UN ++. 4 )t .a, More Home . Guamntad, 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 W1H,LLC © 2017 - z ow m N _ 0 V Q 0 CA O � M J L W_ a -1w p >_ U Z W o F CO Z W a z 1;i W a R W WE- YCNJ o N o a 04 0 4= O v J N Q 1� IL PLAN # / ORIENTATION: 1612 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 3,2 COP4 j 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 separation y this section Not less than Y2-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 I NDowpRDooislu 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 flashin s shall be installed at all of the following locations: PPROVED CAULK g g 1. Exterior window and door openings. Flashin at exterior window and door openings shall extend to the " 9 ::.v"Si{ LAP & TAPE WEATHER RESISTNE i V BARRIER AT JOINTS (UPPER WRAP WEATHER RESISTIVE surface Of the exterior wall finish or to the water -resistive barrier for subsequent drainage Flashing at Mm Hom LM Mwrj. Guarantew BARRIER INTO OPENING & TAPE TO MIN. R-30 BLOWN -IN OR BATT. INSULATION CL ' PER ELEVATION OOF S CORN �kTERIA PER E N SHEET OVER LOWER SHEET) exterior window and door openings shall be Installed In accords In r SILL USING SELF -ADHERED tl accordance with One Or more Of th& following 0 others roved : FLASHING pp method: h d 1.1 The fenestration manufacturers written flashing Instructions. :, 1.2Theflashin manufacturer's written installation instructions. :: 9 FASTEN SELF -ADHERED FLASHING CORNER USING MECHANICAL 1.31naccordance withFMAIAAMA 100, FMAIAAMA 200, or FMAIWDMA 250. FASTENER 1.4 In accordance with the flashing method of a registered design professional. 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO NC 27410 PHONE: 336-282-3606 WOOD TRUSSES, REFER TO STRUCTURAL DRAWINGS VINYL SOFFIT SHALL MEET R7031.3 (}27.71-37.0 P.S.F) 2X4 F ING A "0.C. 2.At the intersection of chimneys or other construction with frame or stucco walls with projecting INSTALL SELF-ADHEREq Y Y P 1 9 FLASHING AROUND lips on both sides under stucco copings. -. PERIMETER OFOPENING, 3. Under and at the ends of masonry, wood or metal copings and sills Y " 4. Continuously above all projecting wood trim W1H LLC0 2017 IA FINISH PER UILDER ;,. >. .. • . 5. Where exterior porches,decks or stairs attach to awall or - floor assembly of wood frame construction. • • WINpOW &DOOR PAN FLASHING y 6. At wall and roof intersections. SEE STRUCTU SHEETS o not to scale 2 7. At built In gutters FORANCHORAGE 11 1/4" BEAM PER STRUCTURAL KHAN DRAWINGS LL a L 1X FINISH MATERIAL _ 1 P.T. 2X NAILER, TYP. , BEAM Of IDTH gip•, * w ATE Iy,�� I z COLUMN SIZE PER '����s :c�OR1oP • G�'��NZ 0 STRUCTURAL DRAWINGS ���OHA' 1titY� O LINE OF SOFFIT ABOVE � o Z "0 U) o DEC18 2019 Q o 4X4 POST AS SPECIFIED w COLUMN SIZE PER STRUCTURAL DRAWINGS w a w w I n w O LINE OF PORCH SLAB z 4X4 POST AS Q SPECIFIED Z COLUMN ANG..1OP. PER • Z STRUCTURAL DRAWINGS o Q Z O w COLUMN DETAIL ~ n Inll A I All A T A A 11 \/ A'711 1 A\/nl IT N I REFER TO STRUCTURAL BUILDING SECTION 1 PAGES FOR FOUNDATION SIZE 1 3/1611=1 I-01I AT 11 iI X 17" LAYOUT I co PLAN NAME: o z 1ST FLOOR FIN. FLR. w LAST REVISION DATE 1z/10/19 SHEET # GRP2 4®2 FILE COPY s N 78 ,+ "� • v:..... n. r • ,..1 • TAt O r,;� �; • •.. :.. • ,J �� J Wit; ,: - f/ \l. " t } J l MAR 12 2019 cn More Home it W36 30 W36 30 W3015 W24 30 LuW2430 3300 BATTLEGROUND AVE. Q SUITE 230 Q GREENSBORO, NC 27410 1-- PHONE:336-282-3606 RANGE HOOD � lulu n rn lnw z ui U N z o Q J Y M L1J Mirror 30"w X Mirror 60�w X LL p! z - 36"h 36"h Q (L -j ul d 0 = cn o ® Z w _ a z LU CL 0 F- LL LuCNco Y s o 0 p ° J N a i= j 32"X60" 32"X60 Lu W TUBISHOWER7 w TUB/SHOWER PLAN # / ORIENTATION: 1' 11" 1' 9112" w 1612 / RH 1'-7114" 1'-71/4" 4'-3112" 6-8 314" > -- -- Q SERIES NAME: KITCHEN 4 BATH 2 OWNER BATH_ DIAMOND - � � PLAN NAME: 1/4" =1'-0" AT 11" X 17" LAYOUT 1/4" =1'-0" AT 11" X 17" LAYOUT 1/41' = V-0" AT 11" X 17" LAYOUT z Lu -' LAST REVISION DATE D 2/ 19/19 SHEET # ►1 1 37'-8" 14'-4" 3'-0" i Y O M d ,: r n V _ < v • _, ..V 1 112" VTR AAV TU TO 4" SEPTIC LINE 0 L0 PLUMBING ISOMETRIC 1A =1'-0" AT 22" X 34" LAYOUT 118" =1'-0" AT 11" X 17" LAYOUT 'Digitally signed byCharles P ������ Pi,sr�I�,, Spelman ♦ �. ptoo of DN: cn=Charles P Spelman, `� Q� • C < Charles,,.�,�...•L1 �� o=Printed copies of this document not considered .; 2 No 34925 i signed and sealed and all SHA-1 ., � uthentication codes must be ' erified on any electronic copies., ou=This item has been .. -�, ; •. electronically signed and sealed '15 STATE: OF .' �/ by Charles P Spelman using a ♦ . Z �► SHA-1 authentication code., "i- ,,(�'���' 1�+► ' email=cspelman@spelmanengin -- •.0 +.etN A Date: eerin 019.03.05 11:39:36-05'00' �I s/O N A V—' 1 PLUMBING ELEV'B' 114" =1' AT 22" X 34" LAYOUT 118" =1'®0" AT 11" X 17" LAYOUT I'-8112" Ln w Z U N� LU I— O LU a J LU Z O 5a `// NO O L.L Z LIB w H O Z a 0 UJ UJ w O Z N a 0 z a J z O w I— U F 0 L.L Q J CL ui L! w LU a Y 06 w J 3300 BATTLEGROUND AVE. SUITE 230 -GREENSBORO, NC 27410 PHONE: 336-282-3606 o M M C O CL xk m N O WJH, LLC @ 2017 W) a) Y WJ z �w UL ® Z LJJ Z UjLn a 5 Y � N Ou J O N Q ® PLAN # / ORIENTATION: 1612 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED F XTURES OUTLET 110V TV OUTLET - TV "WALL LIGHT ❑� GARAGE DOOR OPENER PREWIRE SMOKE DETECTOR OUTLET 110V GROUND FAULT OUTLET - PHONE 18" LIGHT BAR O FLUSH MOUNT SMOKE DETECTOR/CO2 0 INTERRUPTER OUTLET-110V GROUND FAULT INTERRUPTER SWITCH -SINGLE POLE COACH LIGHT FRONT DOOR O SURFACE CAN LIGHT ❑❑ BATHROOM EXHAUST FAN Q WATER PROOF 11 OUTLET - 220V SWITCH - 3 WAY COACH LIGHT - REAR DOOR n O I_J C O � OPTIONAL FAN PREWIRE FLUORESCENT 1'X4' 2 LAMPS SWITCH -4 WAY O DISCONNECT SWITCH 11 TO POWER CO, TRANSFORMER BY UTILITY COMPANY METER MAIN COMBO 150 AMP NEMA3R OR 200 AMP NEMA 3R 200 AMP INSIDE PANEL 3 1 2 INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 GRADE - F' BOND TO FOUNDATION STEEL AS PER NEC 250.52(3) WIRE SCHEDULE 1 TO POWER CO. TRANSFORMER 2 ; #4 BARE COPPER 3 310 SER �L 410 SER AL (FOR (FOR 150 AMP) OR 200 AMP) PER NEC ELECTRICAL RISER DIAGRAM NOT TO SCALE 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 WASHER 20AMP #12 10 11 11 12 DISHWASHER 20AMP #12 12 13 BATH GFCI 20AMP #12 13 14 5M APP #1 20AMP #12 14 15 GAR GFCI 15AMP #14 15 16 SM APP #2 20AW #12 16 17 - EXT GFCI 15AMP #14 17 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 27 28 SPACE 28 29 SPACE 29 30 SPACE 30 31 SPACE 31 32 SPACE 32 GENERAL NOTES: 1) INSTALL ARC FAULT CIRCUIT -INTERCEPTORS & TAMPER RESISTANT RECEPTACLES SHALL BE INSTALLED IN DWELLING UNITS PER NEC. 210.12 AND 406.12 2) ALL ELECTRICAL EQUIPMENT TO BE SET AT OR ABOVE BASE FLOOD ELEVATION. 3) ALL OUTLETS IN WET AREAS AND ALL EXTERIOR OUTLETS TO BE GFI 4) AC/DC SMOKE DETECTOR TO BE INTERCONNECTED AND RESIDENCE HAVING A FOSSIL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MOP40XIDE 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 1612 HOUSE LOAD CALCULATIONS 2 SMALL APPLIANCE 1500VA EACH 3000 1 LAUNDRY 1500VA EACH 1500 - 1603 SF GENERAL LIGHTING @j 3W I SO. FT. 4809 1 WATER HEATER 4500 1 REFRIGERATOR 1440 0 FREEZER 0 1 DISHWASHER 1030 1 DISPOSAL 690 0 TRASH COMPACTOR 0 1 - MICROWAVES 1630 0 CENTRAL VACUUM 0 0 MINI FRIG AND ICE MAKER 0 0 JENN AIRE 0 1 CLOTHES DRYER ELECTRIC 5000' 1 RANGE 11600 0 COOKTOP 0 0 WALL MOUNTED OVEN 0 1 GARAGE DOOR 1127 0 LANDSCAPE —- 0 0 POOL PANEL 0 36,326 FIRST 10,000 @ 100 % 10000 REMAINDER @ 40 % (26,326) 10530 20530 HEAT LOAD 9400 W 6110 65% A/C LOAD 2.5 tons 4400 VA 0 100% (HEATPUMP HEATING WITH ADDNL ELECT HEAT ADDED FOR MAXIMUM HEAT LOAD VA) VOLT-AMPERES 26,640 VA DEMAND LOAD AMPERES 111 @ 240V NEUTRAL DEMAND AMPERES 74 w J - _ a u N w 0 t w - \ -- — o 1 r UNDER COUNTER 7,1„ n z - o 8'-10" 6'-91/2 I _ L # - Ff -(p O i l T w z HOOD/MW TV cc w o >_ 2_GFI z - — - — ULJ .- w ((� � HVAC r , O z Caret Q viny o MECH /WATER A.C,U. DISCONNECT — J \v v O Ca et �HEATER) C� J z N - S^ I - Car8 8 GFI (WP) � (TI TI) et CI Vinyl KEYLESS U IN ATTIC ELECTRIC Z) �_ s~ \ [ ] PANEL DC Vinyl ' Carpet ' KEYLESS O z n 0 GARAGE DOOR ❑ OPENER PREWIRE V) /j GFI PROTECTED _ 61 0 w TV Lu GFI (WP) w w _ a CL J Y 1ELECTRICAL -1 ST FLOOR - ELEV'B' z 114 = 1'4' AT 22" X 34" LAYOUT W 1/8" =1'-0" AT 11" X 17" LAYOUT J "F .,�'r Y i K GPH9lb9 si EH a 4IMCI"ti ! tli !RI % aivi' Mom House.GiucimirIked 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 M Lim (�ca ui �* LO Lu J w Jw ® L) Z t� ® ® Z uJ M z 3:&juJ rL � w � _J N Q C4 O Q C!J o CD O u J CNQP+LL PLAN # / ORIENTATION 1612 / IRFI SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 6,2 EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent = Lineset Chase = Condensate OT = Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box •. Performed bly, DS f6ri WADE JOURNEY 'I Orlando, FL One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.com A/C-1: 2.0 TON 14.0 SEER H.P. Scale:1 80 Page 1 Righ -Suite® Universal 2018 18 0.31 RSU18908 2 19- Jan-30 16:15:30 ...\Wade Jumey Homes\1 612\1 612. rup ,Pal THE STRUCTURE 15 PE516NED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDIN6 15 FINISHED AND ALL PLAN, DETAIL, AND NOTE SPECIFICATIONS HAVE BEEN COMPLETED. IT 15 THE GONTRAGTOR15 50LE RE5PON51BILITY TO DETERMINE THE ERECTION PROCEDURES AND 5E0UENGE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENTS PURIN6 CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE55ARY 5HORIN6, 5HEETIN6, TEMPORARY BRAGIN6, 6UY5, AND TIE-PONN5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5HORIN6 AND BRAGIN6 REQUIRED TO STABILIZE AND PROTECT EXI5TIN6 AND ADJACENT STRUCTURES AND SYSTEMS DURING COURSE OF DEMOLITION AND CONSTRUCTION OF THE PROJECT. LATERAL BRACINO METHOPOL06Y • THE WOOD FRAME STRUCTURE OF THI5 UNIT/MOPEL 15 DE516NED TO FE515T LATERAL LOADIN65 A5 PERMITTED BY SECTION 4.3.5 OF THE SPECIAL DE516N PROVISIONS FOR HIND AND 5E15MIG (50PN5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENINC75 METHODOL06Y PER THE REQUIREMENTS SET FORTH IN SECTION 4.5.52. AS SUCH, HALLS WITH OPENIN65 ARE CONSIDERED A 51N6LE 5TRUGTURAL PANEL AND MAY NOT REQUIRE HOLDPOWN5 ADJACENT TO EACH NINOON/DOOR OPENING. • 5HEARNALL5 USED IN THE PE516N OF THE STRUCTURE ARE DE516NED TO RE515T BOTH SHEAR AND UPLIFT, A5 PERMITTED THROUGH SECTION 4.4 OF THE 5OPW5. A5 SUCH, STUD CLIPS ARE NOT REQUIRED, EXPECT NHERE NOTED ON PLAN TO RE515T F-XGE55 UPLIFT LOAD THAT HAS NOT BEEN RESOLVED THROUGH THE EXTERIOR 5HEATHIN6 FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARHALL. TERMITE IFROTECTION SECTION R318 - PROTECTION A6AIN5T TERMITE5 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITIGIPE5, INGLUDIN6 501L APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, "RE615TERED TERMITIGIDE." UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE 155UED TO THE BUILDIN6 DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWIN6 STATEMENT: 'THE BUILDIN6 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 A6RIGULTURE AND CONSUMER SERVICES." LATERAL BR4CIN6 $ AALL 5HEATHIN6 SPECIFICATIONS THI5 MODEL HA5 BEEN EN61NEERED TO RE515T LATERAL FORGES RESULTING FROM 160 MPH WIND SPEED, EXP. G R15K GATE6ORY II 4 5EI5MIG GATE60RIE5 A/B. ENGL05ED, 0.18 INTERNAL PRE55URE GOEFF. EN6INEERED DE516N NA5 COMPLETED PER THE 6TH EDITION 2011 FLORIDA RE5IDENTIAL B BUILDI116 GODE5 (SECTIONS R301.1.3 (RE5) $ I60q (BUILDIN6)) $ A5GE 1-10 STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: 0 SHEATH ALL EXTERIOR WOOD FRAMED NALL5 N/ JAC' PLYWOOD OR CS5 FASTENED N/ 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 STUDS) AND INSTALLED FULL HEIGHT OF SHEAR NALL - OR - 2X HORIZONTAL BLOGKIN5 SHALL BE PROVIDED TO SUPPORT ALL UN5UPPORTED PANEL EP5E5 4 ED6E FA5TENIN6. 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING o I6"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHIN6 SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR NALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER N/ 3y2°x0.131" NAILS o Ib"o.c. USE (8) 312"x0.131" NAILS o EA. LAP 5PLIGE. (TYP. U.N.0) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEAR WALL5 AND EXTERIOR NALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. b. SEE ARGHITEGIJRAL DRAWINGS FOR ADP'L NALL CONSTRUCTION R:`.QUIREMENTS. 1. &L E RIOR WAJ LS GON5IDERED AS SHEAR NALL5. 8. WHERE PANELS A,:E APPLIED TO BOTH FACES OF HALL, PANEL JOINTS SHALL Br.:1FF5ET TO FALL ON DIFFERENT FRAMING MEMBERS. o INDIGATE5 LOCATION AND EXTENT OF 5HEARNALL NHIGH REQUIRES SHEATHING AND/ OR FASTENING SPEGIFIGATION5 BEYOND THAT OF 5TANDARD GON5TRUGTI ON SYMBOL SHEAR PANEL 5PEG. 0 INV PLYWOOD OR 05B FASTENED w/ P3 2Y2"x0.131" NAILS @ 3" o.c. ALON6 PANEL EDOE5 AND 12" o.c. IN THE PANEL FIELD. NO STAPLE ALT. FOR THIS A55EMBLY. HOLD-DOWN SCHEDULE 5YM&�L SPECIFICATION ® HD-1 U5P HTT45 HOLDOWN* ® 1­0-2 L6P M5TG40 STRAP TIE (12" END LENGTH) ® HD-3 U5P M5TG66 STRAP TIE (12" END LEN6TH) ® HD-4 U5P STA014 HOLOOWN *ALTERNATIVE TO 5TBI6 ANCHOR BOLT SPECIFICATION: ANCHOR HOLDOWN UTILIZIN6 THREADED ROD (REFER TO U5P 5PEGIFIGAT10N FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION W U5P GIA-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 FOUNDATION • FOOTIN6 PE516N - 2,000 P5F ALLOWABLE 501L BEARIN6 PRESSURE 15 A55UMED. BUILDER/GONTRAGTOR MUST VERIFY. • FASTEN 2x4/6 51LL PLATES TO FND WITH A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAX. FROM PLATE ENDS - UfILIZI146: • 1/2" PIA. ANCHOR BOLTS A 4'-0" o.c. WITH 1" MIN. EMBEDMENT o GONG. • ALL ANCHOR BOLTS SHALL HAVE 3"x3"x0.22q" STEEL PLATE NA5HER5 L NLE55 NOTED OTHERWISE ON PLANS. • ALTERNATIVES: • 1/2" PIA. X b" LONG PONER5 WEDGE -BOLT+ ANGHOR5 o 4'-0" O.G. • 1/2" PIA. THREADED ROD (1" MIN. EMBED) 0 4'-0" O.G. UTILIZING HILTI HIT-HY-200 EPDXY SYSTEM • U5P FA4 ANCHOR STRAPS o 4'-0" O.G. • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT W/ PERIMETER FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORR0510N-RE515TANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRESERVATIVE-TREATEP WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE PE516N BASED ON AGI 318 CHAPTER 14 FOR STRUCTURAL PLAIN CONCRETE. CONCRETE SHALL ATTAIN THE! FOLLOWING MIN. GOMPRE551VE STREN6TH5 IN 28 DAYS, U.N.O. • f'c = 2,500 psi: ....... FOOTIN65 4 INTERIOR 5LAE35 ON GRADE 2,500 p51:....... 6ARA6E 4 EXTERIOR SLABS ON 6RADE • fy = 60,000 psi • • ALL CONCRETE EXP05EP TO THE VfATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR BELOW FR05T LINE. CON5ULT SOILS REPORT OR BUILDIN6 DEPT. FOR MINIMUM DEPTH BEL.ON GRAPE. • FOOTIN65 AND 5LAB5 ON 6RAPE SHALL BEAR ON VIR61N 501L. OR q5% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF 5LAB EP6E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. • 5AN CUT OR TOOLED JOINT DEPTH SHALL BE 4' OF THE DEPTH OF THE SLAB (I" FOR A 4" 5LAB) • JOINTS SHALL BE LOCATED o 10'-0" O.G. (REGOMMENDEt ) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 CLOSE TO 5QUARE5 A5 POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO • A REGISTERED WOOD TREATMENT TERMITIGIDE SHALL BE USED FO SUBTERRANEAN TERMITE PREVENTION, IN ACCORDANCE WITH THE LABEL DIRECTIONS FOR USE AND THE FBG. • DIMENSIONS BY OTHERS, BUILDER TO VERIFY. 6ARA6E 5LAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILLNIR61N 501L PORCH 5LAE3 4" GONG. 5LAB ON 4" MIN. 6RANULAR FILL ON q5% GOMPAGTED FILL/VIR61N 501L 5LAB ON GRADE 3 1 /2" GONG. 5LAB N/ bx6 NI AA A NNF (OR FIBER ME5H ILO NNF) ON 6 MIL VAPOR HARRIER ON 4" MIN. 6RANULAk FILL ON 95% GOMPAGTED FILL/VIR61N 501L FLOOR FRAMING • I-J015T5/TRU%E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANOER5 SHALL BE SPECIFIED BY I -JOINT /TRU55 MANUFACTURER, URLE55 OTHERN15F NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE 1, TONGUE AND GROOVE EDGES, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS N/ 6LUE AND 3"xO.131" NAILS o b" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMING • ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'S BG51 1-14 GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • FASTEN EACH ROOF TRI)55 TO TOP PLATE W/ U5P RT16A MIRRIGANE GLIP (OR APPROVED EQUAL) o ALL BEARIN6 POINTS. GLIP5 MUST BE INSTALLED ON EXTERIOR FAGE OF EXTERIOR WALL5 OR THE SAME 510E A5 THE SPEAR WALL 5HEATHIN6. • ALL ROOF GIRDER TRIP% 5 AND FLUSH BEAMS NITHIN THE ROOF SYSTEM SHALL BE FA5TENED TO TIE DOUBLE TOP PLATES AND P05T SUPPORT N/ U5P MTHIb GIRDER TIE -DOWNS OR APPR. EQUAL (TYP. U.N.O.ON FLANS) • ROOF SHEATHING 5HALL BE 1/Ib' MIN. 055/PLYWOOD 5HEATHIN6 2%, EXPOaIRE 1. FASTEN 5HEATHIN6 TO ROOF MEMBER5 N/ R5 6-01(2 3/8 x0.113" RING SHANK) NAILS o b" O.G. o PANEL ED6E5 4 o b" O.G. IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UN5UPPORTEO E06E5. FASTEN 5HEATHIN5 TO 6ABLE END 4 DRA6 TRU55E5 W R5R5-01 NAILS o 3' O.G. • ROOF SHEATHING FOR MAIN ROOF TRL65B SHALL EXTEND CONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL LAR6E VALLEY SETS. FA5TEN EACH END TO TRU55 BELOW N/ U5P MTH12 AND (2) 3"x0.131" TOENAILS TO EACH TRU55 BETWEEN. FOR SMALL OR IRREGULAR AREAS OF OVERFRAMIN5, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN5 o 24' O.G. FASTENED TO TRU% BELOW N/ U5P MTWI2 4 (2) 3"0.13I" TOENAILS EA. END (MAX. 4' LEN6TH BETNEN SUPPORT POINT5) • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MAR FAGTURER, UNLE55 OTHERN15E NOTED. • ROOF TF155 SHOP DN65. 5IiALL BE 5U5MITTED TO ARCH 4 EN6. FOR REVIFJ1 AND APPROVAL PRIOR TO FA13RIGATION OR DELIVERY. • 5UPPORT PORCH 4 SHORT SPAN ROOF 1RU% 5 N/ 2x4 LED6ER FASTENED TO FRAMING NO) 3"x0.131" NAILS o Ib" O.G. • THE EXTERIOR GEILIN65 FOR THE ENTRIE5 AND PORCHES 5AALL HAVEYz" EXTERIOR GYPSUM BOARD. THE 6YP5UM BOARD SHALL BE ATTACHED TO ALL FRAMING MEMBERS WITH BLOGKIN6 PROVIDED AT PERIMETER. THE 6YPaH BOARD 54MI BE ATTACHED KITH TYPE "W" IV4" DRYWALL 5GREN5 o 8" O.G. IN FIELD AND ED6E5. NindOW rG Door Allowable Wind Pre55ure5 160 MPH Wind Zone ExI2 G, Risk Gat 11, Endo5ed 0.18 Internal Pre55ure Goeff. OEF IN6 51ZE INTERIOR ZONES END ZONES 3'-0" X 6'-8" DOOR AI +35.b P5F/-38.8 P5F @+35.b P5F/-4b.5 P5F 2-0" X 3'-O" NNDN BI +31.3 P5F/-40.5 P5F B2 +51.3 P51F/-41113 P5F @ G2 P5F/-48.2 P5F 3'-0" X 5-0" NNDW +36.5 P5F/-3q.6 P5F +56.5 DI D2 6-0' X T-0" DOOR +55.2 P5F/-3b.3 P5F +332 P5F/-41.1 P5F EI E2 I6'-0" X 1'-0" DOOR +31.1 PW-34.8 P5F +313 P5F/-38.6 PST m End Zone 15 defined as the smaller of 10% of least hortz. dim. or 40% of me.n roof height, but not less than 4% of least hortz. dim. or 3 ft. NOTE: Pressures charted here are allowable pre55ure5 N/ a max. mean ro(-t height of 25ft. Values are permitted to be converted per A5GE 1-10 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pre55ures by a factor of 0.6 to obtain ultimate pressures. 6ENERAL STMICTURAL NOTES • DESIGN 15 BASED ON: 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENOINEERIN6 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOAD5: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 125 FLOOR LIVE = 40 P5F (50 P5F o 5LEEPIN6 AREAS) DEAD = 10 P5F (I-JO15T5 4 50LIP SANN) (20 P5F o TILE) LATERAL (5EE NOTES) 5EI5MIG (SEE NOTES) 501L SEE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMING • ALL TYP. NAIL FASTENER PEQUIREMENT5 ARE NOTED IN STANDARD CONNECTIONS TABLE (IRG TABLE R602.3()) OR ON PLANS. ALL NAILS 5PEGIFIEO ARE MIN DIAMETER AND LEN6TH REQUIRED FOR CONNECTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS FOR MAX CHARTED CAPACITY. NOTE: HANGERS USE COMMON NAIL DIAMETERS NOT TYPICAL FRAMIN6 GUN NAILS. • EXT. 4 INT. BR5 NALL5 SHALL BE 2x4 (UNLESS NOTED OTHERN15E ON PLAN) 0 16" O.G. 5PF OR 5YP #2 GRAPE LUMBER, OR BETTER, U.N.O. • NALL5 OVER q, TALL SHALL BE PER PLAN • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PIKE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). ALL HEADERS HAVE BEEN P 516NFD BASED ON CALCULATED LOADS 4 51ZED AGGORDIN6LY. CODE TABLES HAVE NOT BEEN U5ED. • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE GON5TRUCTED HITH 2x 'STUD' 6RAPE MEMBER5 SPACED o 24" O.G. (MAX., U.N.0) • HEAPER5 IN NON -LOAD BEARIN6 NALL5 SHALL BE: (1)2x4/6 FLAT o OPi:NIN65 UP TO 4', (2)2x4/6 FLAT UP TO 8'. • ALL FRAMING LUMBER SH/:L L BE PRIED TO 15% MG (KO-15). • EN6INEEREP LUMBER TO MEET OR EXCEED THE FOLLOWING: • 'L5L' - Fb=2325 psi; Fv=310 psi; E=1.55x10"6 psi • 'LVL' - Fb=2600 p=;; Fv=285 psi; E=2.OxIO"b psi . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER HITH 3 ROW5 OF 3"xO.120" NAILS o 8" OIG OR 2 R0N5Y4"x3i12" U5P WOOD 5GREW5 (OR *2" TRU%LOK 5GREN5) o 16" O/G. USE A MINIMUM OF 3 RON5 F 'R BEAM DEPT145 OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5G°.EW5 2" FROM EP6E. SOLID 3Yz" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETIIER KITH 3 RON5 OFY4"xb" U5P WOOD 5GREN5 (OR b %" TRLIS`,LOK SGREN5) o Ib" OIG. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES ONE SIDE ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK 5TUD 4 (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. + FOR STUD P05T 6ROUP5 SPECIFIED ON PLANS A5 (4),(5) OR (6), FASTEN PLY5 W(2)3"x0.131" NAILS o b" O.G. OR (20x0.120" NAILS o 4" O.G. (ALL PLY5, FULL HT. OF POST) • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FNDJBEARIN6. BLOGKIN6 TO MATCH P05T ABOVE. • FASTEN 2x WOOD PLATES TO TOP FLAN6E OF STEEL BEAMS WITH P.A.F.'s ('HILTI' X-GF PINS OR EQUAL) o lb" O.G. 5TA66ERED, OR 1/2" DIA. BOLTS o 45" O.G. 5TA66EREP. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE U5P G44 GAP 4 PA44E BASE, U.N.O. CONNECTION SPECIFICATIONS (TYP. U.N.0) DESCRIPTION OF 151-06. ELEMENT 3"xO.131" NAILS 3"0.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 1 50LE PLATE TO JOI5TBLK'6. NAILS o 4" o.c. NAILS o 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (5) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS o b" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (5) TOENAIL5* DOUBLE STUD NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS o 1611 O.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA (112 NAILS IN LAPPED A4.EA TOP PLATE LAP o GORNER5 4 INTERSEGTIN6 WALLS (2) NAILS (2) NAILS * 2Yz"xO.113 I5 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME _5PAGING OR NUMBER OF NAILS, (ONLY ACCEPTABLE WHERE * ARE SHOWN) ATE 111 rrrinwtt.';, MAR 12 2019 © copyright: MULHERN & KULP Structural Englneering, Inc. 0 cD z • Jw w z_ z w a J � ¢ a a z ¢ U r- U � � mY UJ � m E et Q �_ dg a 2 � � o C m UJ o N I= M O M&K project number: 1 95- 1 9004 projectmgr: JSB drawn by: PAT issue date: 03-08- `I 9 REVISIONS: date: initial: 03/08/Iq PAT 0_ 2 Pn J 0 T�J� li ���.d C0 w Q ,- I- p O2 z C�j r-I 0 d CO 0 n 0) a J� cN�I z L` �OWu (V O 0- r� Of011CL �°� W � sheet SO.OF a W O 4 N 0 Um E I HD -I DL0 HD -I _ _ _ _ _ _ _ _ _ _ _ _ I I I I I i _ _ _ _ _ _ _ _ _ _ _ _ I I I I I I I I I I I I I I I SLAB ON �8 I I I I I I I /S�6A I I I I i I I I I I I a I I I I I I I I 4 to? ---- I r---------STEP I I — — — — — — — — --� I I ( 6"1 PLAIN GONG. THICKENED SLAB I 4 I I I l.o I I I I G5 AB ARIE5 4 I I I 3 I I I I I I DLo I I I L— — — — — — — — — — — — 4 6 I cv------ DI.O I AL A II L --- ----- HD —I PORCH 5LAB _ HD PER HD PER 1/5D2.0 I/SD2.0 12A2 PLAIN GONG. PIER EXTENDED 12" MIN. BELOW GRADE-150LATE PIER 4 1/2" FROM PORCH 5LA13 (TYP) 4'1 1/16" 1-8 1/2' I6'-3" I -5 1/2 19'-S" SLAB POUNnATI ON FLAN 5CALE: 1/5"= l'—O" 0 s QI ; PNO/I/0" !� i f • �$ SAT E w IC O R. . • .� MAR 12 2019 (D copyright: MULHERN & KULP Structural Engineering, Inc. QCD Z _J W W mC- z LZ J Q L Z H QE U Acx- n W mE a ;. Q .- �z __o2 y m W o N C m n M&K project number: 195.190OZ projectmgr: JSB drawn by: PAT issue date: 03-08- `I 9 REVISIONS: date: initial: 03/08/19 PAT i� W U) LIJ i� 0 W^ 0 0 UJ Q � Z O a� Z o �- 0 rn Q d a_J-J� Q 0OZL z Ld (� 0 IL �ZNW 0 - iL p0LL sheet: RIGHT HAND GARAGE 5LAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON 95% COMPACTED FILLNIRGIN 501L PORCH 5LAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILL/VIRGIN 501L 5LAB ON ORADE 5 1/2" GONG. 5LAB wl bxb WI.4xl.4 WWF (OR FIBER ME5H ILO WWF) ON b MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILLNIRC71N 501L HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION HD -I U5P HTT45 HOLDOWN* HD-2 LISP M5TG40 STRAP TIE (12" END LENGTH) 1-119-3 LISP M5TG66 STRAP TIE (12" END LENGTH) HD-4 U5P 5TA014 HOLDOWN *ALTERNATIVE TO 5TIl ANCHOR BOLT SPECIFICATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION FOR ANCHOR DIAMETER). EPDXY -SET INTO CONCRETE FOUNDATION N/ U5P GIA-GEL 1000 EPDXY SYSTEM PER MANUF. RECOMMENDATIONS. PROVIDE 9" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN 1 3/4" OF FACE ON CONCRETE FOUNDATION WALL LEGEND • ® INTERIOR BEARING WALL • c==-� BEARING WALL ABOVE • — - . — BEAM / HEADER • r' .TT;'t EXTENT OF OVERFRAMING l� �a�J • Jt_ METAL HANGER • •� INDICATES 5HEARWALL • INDICATES HOLDOWN REFER TO '5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES (2)2x10 DROPPED FA5TENED TO WALL w/ U5P H0210-21F HANGER 4 TO PERP. BM w/ 51MP50N HDO210-21F ® ■ GI (2)2x4 OR 12" 055 HOF GI (2)2x4 OR C44 GAP 4 PA44E BA5E (OR APPROVED ALT) (TYP. OF 2) MONO ROOF TRU55E5 A 24" O.G. ELEVATION B U DROPPED FA5TENIED TO MONO ROOF TRU55E5 A 24" O.G. Window 4 Door Allowable Wind Pre%ure5 160 MPH Wind Zone Exp G, Risk Gat II, EnGlo5ed 0.18 Internal Pro%ure Goeff. OPENIN6 51ZE INTERIOR ZONE5 END ZONE5 3'-0" X 6'-8" DOOR AI +35.6 PW-38.6 P5F ®+35.6 P5Fl-4b.5 P5F 2'-0" X 3'-0" WNDW BI +31.3 P5F/-405 P5F B2 +31.3 P5F/-49.98 P5F 3'-0" X 5'-0" WNDW @ +36.5 PW-3q.6 P5F @ +36.5 PSF/-46.2 P5F DI D2 8'-0" X 1'-0" DOOR +332 PW-36.3 P5F +332 P5F/-41.1 P5F EI E2 16-0" X 1'-0" DOOR +31.1 PW-34.6 P5F +31.1 P5F/-38.6 P5F a 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 mai mean 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.b to obtain ultimate pressures. CONNECTION SPECIFICATIONS (TYP. U.N.O.) CONNECTION TYPE CONNECTOR UPLIFT GAP. FA5TENING TRU55 TO DBL TOP PLATE OR BM. U5P RT16A 1160# (9) 2"X0.148' TO TRU55, (8) IV'XO.148" TO PLATE GIRDER TRU55 TO P05T U5P MTWI6 100 (14) "X0.146' FLUSH BM. TO P05T U5P MTWIb 100 14 "X0.148" VALLEY TRU55 TO BASE TRU55 LroP MTWI2 1005# (14) 2'X0.146' 5TIGK-BUI_T OVERFRAMING U5P FffR 2 100 (14) 2"XO.148" PORCH TO P05T 1000# b 2"X0.1b2" STUD TO 50LE PLATE U5P RT1 4c 5# IY21XO.131. TOP OR 50LE PLATE TO STUD U5P RT1 495# (5) s'X0.131' HOLD-DOWN SCHEDULE SYMBOL 5PEGIFIGATION HO-1 UI HTT45 HOLDOWN* HO-2 U5P M5TG40 STRAP TIE (12" END LENGTH) HO-3 U5P M5TG66 STRAP TIE (12' END LENGTH) HD-4 U5P 5TA014 HOLDOWN *ALTERNATIVE TO 5T61b ANCHOR BOLT 5PEGIFIGATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P 5PEGIFIGATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO GONGRETE FOUNDATION w/ U5P GIA-GEL 1000 EPDXY 5Y5TEM PER MANUF. REGOMMENDATION5. PROVIDE 9" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANGHORS WITHIN 1 %" OF FACE ON GONGRETE FOUNDATION WALL LEGEND • �� INTERIOR BEARING WALL • �___= BEARING WALL ABOVE • — . • — BEAM / HEADER • r-7:7:T:71 EXTENT OF OVERFRA lm LL_ • J L METAL HANGER • INDICATES 5HEARWALL • INDIGATE5 HOLDOWN REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES seal: `Opal r rrr OJT �S i R ;OAP•' pE o 7824, t7: TE F L :A . � i rrNrllll r���� MARL 12 ;>1019 © copyright : MULHERN & KULP Structural Engineering, Inc. l aCD Z JW D W N F S CD � z W d J Q a Z= Q� • mod. W y >> � m =a aE I _J = ggqo111 W 2 G � c y m L W o 04 � m a I, M&K project number: 1 95-1 9004 projectmgr: JSB drawn by: PAT issue date: 03-08-1 9 REVISIONS: date: initial: 03/08/19 PAT i WI z i W Ld O nW L" i LLJt9i I O _I j Z N 0) LO � 0 0) C� x J --i I z ��, NZ U" - O Z L U LT.. �' 0 o LL sheet: RIGHT HAND SZO&F FILE Copy N 15TEN EVERY OTHER UP TO SILL PLATE TH LISP RTl (ONLY :Q'D IN 150 MPH WIND 97-D OR GREATER) - FASTEN ROOF TRU55 TO 5HTG. 5PLIGE —•- TOP PLATE OF WALL w/ 6ABLE END TRU55 PROVIDE 6ABLE U5P' RTIbA CLIP (a T- SHEATHED WITH 056. END BRAGIN6 I Ya" 055 RIM ---_ BE INSTALLED ON EXTERIOR FACE OF PER TRU55 J015T 4.A�lERY MANUFACTURER PROVIDE 2x4 BLOCKIN6 0 EXTERIOR WALLS) b EXTERIORH6 48 O.G. IN FIRST (3) BAYS (T (MIN) OF ROOF TRU55E5-GUT TO 5HT6. 5PLIGE--�•- TOENAILS FASTEN BOTTOM CHORD OF FIT TIGHT BETHEEN TRU55 " GABLE END TRUSS TO DBL, BOTTOM GHORD5 � HT OTHER TOP PLATE w/LISP MPAI 2x4 o 16, O.G. EXT. 5TUD TO DBL. TOR -1 GLIP5 0 36"oa. WALL 5PF OR 5YP #2 PLATE WITH U5P PT FA5TEN DRYWALL TO GRADE LUMBER OR (ONLY REQV IN 150 MPH 2x4 0 16" O.G. EXT. WALL 13LOGKIN6 w/5GREW5 BETTER, U.N.O. ON PLAN WIND 5PEED OR 5PF OR 5YP #2 GRADE /NAIL5 0 6" O.G. — 6REA1ER) LUMBER, OR BETTER, U.N.O. ON PLAN STUD TO SILL PLATE WITH U5P RTT (ONLY 2x4 o 16' O.G. EXT. WALL REoV IN 150 MPH WIND 5PEED OR GREATER) 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. 2x P.T. 51LL PLATE ON PLAN (5EE PLAW FASTEN WALL 5HEAT HIN6 TO 6ARA6E SLAB SILL PLATE W/ I (SEE 2 3/8' X 0.113" NAIL5 0 3" O.G., U.N.O. II " GRADE °EE III Xz" VIA. W. 3'x3'x022a" � I L I I � 5TEEi PLATE WASHER o ,II I, I • 4'-0" O.G. MAX., U.N.O. REINFORGEMENT -5EE DTL I/FDI.O TYPICAL SHEAR TRANSFER DETAIL q lGA:16 0/4'�Ib' END J015T (5EE PLANS) FILL WEB w/ 056 o 5TAIR5 (5EE MANUF. TYP. DETAIL5) PROVIDE MIN. 4 - 5YP #2 GUT 5TRINI 5PAGED EQUALLY twtvm i TYPICAL 6ABLE END BRACING DETAIL 80AI.iS 5/4'4.0 - — - PINK b i'RAMIN6 5TAIRWAY GON5TRUGTION AND HANDRAIL TO CONFORM TO THE 2011 FBG, &TH ED. 5EGTION R311.1: HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE 51DE OF EACH GONTINUOU5 RUN OF TREAD5 OR FLIGHT WITH FOUR OR MORE R15ER5 HANDRAIL HEIGHT 2x EXT. KALL (5EE PLAR I Yam RILL DEPTH 05B BLOGKIN6 0 24"o.o ALONG WALL (15T BAY ONLY) r— FA5TEN 5HEATHIN6 TO EA. BLOCK w/ (6) #8 %REW5 OR (5)8d NAIL5. / x I-10 ISTS (5EE PLAN) (PAJ VU.EL TO EXT. WALL) 2x E)(T. WALL (5EE PLAN) TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS a EXTERIOR WA1 ecA1s: 914"•I'-V MMLLlL PM BATT OR BLOWN — INSULATION PER ARGH FIBERGLA55 5HINGLE5 OR TILE ROOF PER ARGH APA RATED STRUCTURAL 5HEATHIN( -5EE NOTES NOTE: COORDINATE 5OFFIT OVERHAN65 WITH ARGH AND TRU55 MANUF. DRANIN65 FOR COMPLETE INFO. - 5EE ENERGY GALG5 FOR INSULATION REQUIREMENTS PER AR H RUN 514EATHIN6 CONTINUOUS AGRO55 FLOOR 4 FASTEN TO TOP/BOTTOM OF 055 RIM 4 WALL PLATE 5PLIGE-5 w/ 2%"xO.I13" NAIL5 0 3" O.G. - SPLICE 51IEATHIN6 HALFWAY ONTO 50LE PLATE ABOVE AND TOP PLATE BELOW (AS 5HOWW. - PROVIDE HORIZ. BLOGKIN6 0 PANEL E06E5 (IF REQUIRED) PER 2011 FBG, (9TH ED. R103.1.2.1 : 5OFFIT5 AND THEIR ATTAGHMENT5 SHALL BE GAPABLE OF RE515TIN6 WIND LOAD5 5PEGIFIED IN TABLES R301.2(2) AND R301.2(3) FOR WALL5 U51N6 AN EFFECTIVE WIND .AREA OF 10 5QUARE FEET. GEILIN6 BOARD -5EE ARGH DRYWALL -5EE ARGH 2x4 0 16" O.G. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON FLAN REFER TO SOLO FOR MORE INFORMATION NOT 5HOWN. I -JOISTS (5EE PLAN) 2x4 o 16' O.G. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN TYP. 51LL PLATE: REFER TO FOUNDATION DETAIL5 TYP.5HT6. SPLICE 5HT6. SPLICE I Yom 055 RIM --a J015T 5HT6. SPLICE— �— 2x4 0 16" O.G. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER OR BETTER, U.N.O. ON PLAN I— I-JO15T5 5EE PLAN (PERP. TO EXT. WALL) FASTEN TO WALL PLATE w/ (3) 3"xO.131" TOENAILS OR (3) 3'xO.120" TOENAILS 2x4 o 16" O.G. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER OR BETTER, U.N.O. ON PLAN TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS ® EXTERIOR WALL V l -" e/4••r•O' GONTINU0115 05B RIP — OJER FULL LEN6TH OF HEADER FA5TENED TO DBL. TOP PLATE, TRIMMER t STUDS W 2 % x0.113' NAILS o 3' O.G. CRIPPLE STUDS LONER TRIMMER JACK 1 KING STUDS I I I BEYOND I SECTION VIEW STUDS FASTENED TO DBL.. TOP PLATE AND SILL PLATE WITH (2) 3'xO.131' END NAILS OR TOENAILS. CLIPS ONLY RE61UUIRED FASTEN STAIR STRINGERS TO J015T N. ��, TYPICAL SECTION I MEASURED VERTIGALLY FROM THE G TYP. GONG. SLAB: MERE SPECIFICALLY REFER TO E ( PLAN SPECS) U5P L55H31 HANGER. X 5LOPED PLANE ADJOINING THE FLASHING 4 FOUNDATION DETAIL5rn (AUI,_ AG9 CLIP ON EA. —DO NOT OVERG)T j IYAlt: 6/4'■I'4' TREAD NO51%, OR FIN15H SILL 5EALER ALL EXTERIOR WALLS (FOLD) d PLAN 51DE OF 5TRIN5ER QL 4) STRINGERS SURFAGE OF RAMP 5LOPE, SHALL PER ARGH 9IAL.L. BE SHEATHED WITH L5268) BE NOT LE55 THAN 34" AND NOT FILL PANELS IN 0' MIN n MORE THAN 38 . HANDRAILS _ Z c0 " ° OR HDRIz. ORIENTATION A5 INDICATED WITH ADJACENT TO A WALL SHALL GRADE N . NAILING A5 SPECIFIED ON HAVE A 5PAGE OF NOT LE55 THAN l BEBETWEEN THE WALL AND THE z ^ _ = I I �i' I III —I I ,, I III 111= TYPICAL NOTES AND III- PLANS (5E PLAN 5PEG5) 12 WIDE GONG. p 111-IIII HANDRAILS. N +' TRENGH FOOTING DOABLE TOP PLATE g CONTINUOUS 055 RIP—.. a _ OYB2 FILL LENGTH OF HEADER FASTENED TO DBL. TOP PLATE, TRIMMER 4 STUDS W 2 % xO.113' tQ NAILS o 3' O.G. KING STUD JACK 5TUD Inl!_ .Tlfrll Al f-1-1CAT H,V G' MIN. Q)2X4 JAGK.5 7 . 4 (5EE PLANS) - -REFER TO 50.0 1=0R E OP TYP. FA5TENIN6 C.ONN. �= r Cry..• O R \ • Cj��� �?0 MAR 1 2019 I(r` © capyrlght: MULHERN & KULP Structural Engineering, Inc I ,� V EW_ -LAN CLUn _ 2xb '#2 5PF' (5) )'2" PIA. x 5" LA6 'J WOOD JAMB 5GREW5 w/ 2" WA5HER5.EQUALLY z ` g 5PAGED OVER FULL CD r' o HE16HT OF DOOR BUCK. �/ w a o + J 6 U ♦ V' �Q U 1-- :2ry J .5 co a� J~ a 'm� SECTION VIEW 0 o a 0 TYPICAL 6ARA6E DOOR a 4 BUCK CONNECTION DTL M&K project number: 1 95-19004 project1 drawn by: PAT � r< 1 CMWSRPOFOW 1, e ►,vow ov i r/ •: s ,, .. TOP PLATE •.: STROW AXIS1 � lip i; � IN i i 1 �► I .-• �! 1l .-1-.I.0.�__—.�._.—..._� II I III// I/ 1 JL /—SHEATHING EDGE NAILING CL (5EE PLAN SPECS) ,,-9EATHIN6 FIELD NAILING U (5EE PLAN SPECS) T O /—AT HORIZONTAL ���-I Q0 SHEATHING, PROVIDE 2x FLAT 6LOCKIN6 AT ALL T �J UNSUPPORTED PANEL ED6E5 (SEE PLAN SPECS) O —AT STANDARD WAIL OPENING, PROVIDE (1) KING STUD + (1) JACK N 5TUD EACH SIDE NN.O. 0 ON PLANS) f" d ,,-51LL PLATE (`SEE PANS, /// NOTES 4 DETAILS FORTYPICAL a Q 0 C] Z GOOHAECTIONS) ILL�nn�LL/// Im-0 e N >- m R302.1 UNDER-5TAIR PROTECTION: STRAPPI T 1 N z ENGL05ED AGGE551BLE 5PAGE WINDOW CORNERS REWIR (PER DETAIL TRANSFER AR SHEATHED NC-5PANEL(F VIA FORGE :i � } 86) ONLY RC-GM11RID WHERE TRANSFER AROUND OPENINGS (FTAO) t,J O z LLI FASTEN FLOOR UNDER A 5TARIWAY 5HALL BE (2) #5 BAR GONT. SPECIFICALLY GALLED our ON METHODOL06Y - HOLD DOARE ONLY � I LlI U 5TRIWER TO FLOOR w/ PROTECTED WITH Y2" GYP. BOARD. I'-0' LONGITUDINAL REINF. PLAN ISEE PLAN SPECS) REWPLAN1RED WERE (SEE PLAN SPECS) IGALLY NOTED c N �y N O IL W (4) 0.131"x3" TOENAILS w/ 3" MIN. GOVER 4 z -PROVIDE BLOGKING IN N _ Ir o' MAX. FLOOR A5 NEEDED a MIN. 3b" LAP SPLICE h O 00 0 Q- FA5TEN DOWN TO 5LA13 (TYP.) TYPICAL EXTERIOR L SHEATHING U� w/ (2) Ya''x�'2" TAPGONS � O � U~'" 0 1(2 O.G. TYPICAL STAIR ELEVATION TYPICAL 2—STORY WALL SECTION C ELEVATION_ TAIL _- sheet: B -- — SCALE: � A ECAI�r A/4'mh•0• SCALE: N'fs, SD 1 .OimmF" FI PONY WALL MAX. HT.: - -1 Y2. w/ U5P M5TGbb =2'-II' w/ U5P K5T212 PONY WALL MAX. Hi.: - 4-1 Yi w/ U5P M5TC.6b =2'-II' w/ U5P K5T272 (3) KING STUDS — -51NGLE KING 5ND ONLY IF 4 FT (MIN) 501-I0 RETURN WALL PROVIDED IN PLAN A 5HEATHING FI — A5 REQD I UW 5TFAP SPEC BA5ED ON 3'xIJii MIN. HEADER. 5EE PLAN. PONY WALL HEIGHT -MIN. (2) 2x4 -HEADER TO BNAILS5 IN NGTN E LOCATED AT 3Y4 " -M5TG66 STRAP WMA END TOP OF OPENING N (2) z� LrFOR I'-"1Yz" MAX HT. ROWS o 3"OC. ry or K5T72 STRAP rtl 36" END MIN. (2) 2x4 p LENGTH FOR 2'-II" MAX HT. FA5TEN % MIN. THIGKNE55 WOOD 5TRUGTURAL PANEL �yi -5TRAP GENTERED o BOTTOM 5HEATHING To HEADER WITH 2Y2'xO.131' OF HEADER NAIL5 IN 3' GRID PATTERN A5 51 AND 3' O.G. - LOCATE ON IN51DE FACE OF IN ALL FRAMING (5TUV5 f 51LL5) TYP. WALL' IF PANEL 5PLICE 15 NEEDED IT 54ALL OGCUR WITHIN 24' OF MID-FiEI6Hi. BIAGKING 15 REQUIRED. IF 2x BLOCKING 15 USED IT MUST BE 5TITO NAILED WITH ONE ROW of % x0.148' AT 3' O.G. 2 -0 < FIN15HFD WIDTIi < 18'-O" 7fb' 05B ORY2" PLYWOOD 5HEATHING, CONTINUOUS 161, MINIMUM FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED 5PLIGE L15P 5TADI4 HOLDO5TRAP (EMBEDDED INTO CONCRETE AREA. NM AND NAILED INTO FRAMING) OR U5P HIT45 HOLDOWN. I145TALLIED PER MAH FACTURER 5PEGIFIGATION5. MIN. 3'1 PLATE WASHER ONE %I VIA. ANGHOR BOLT WITH T' MIN. EMBEDMENT INTO COW- -------------------- ---------------- 0UT51DE ELEVATION 5GAL: N.T.S. __ — — — — — J — ONE *4 BAR TOP AND BOTTOM OF FOOTING. LAP BAR515' MIN. "--3'xIY4" MIN. HEADER, 5EE PLAN. - HEADER TO BE LOCATED AT TOP OF OPENING FA5TEN TOP PLATE TO HEADER WITH TWO PC& OF 314x0.I48' NAIL5 O 3' O.G. uli 5TRAP 5PEG BA5ED ON PONY WALL HE16HT -M5TCbb STRAP w/ 33' END LENGTH FOR I'-T YY MAX HT. or K5T12 5TRAP W 36' END LENGTH FOR 2'-II' MAX HT. -5TRAP CENTERED o BOTTOM OF HEADER - LOCATE ON INSIDE FACE OF WALL. D6L. JACK 5TUV (MIN) BLOCKING A5 REQD II VIA. ANCHOR BOLT KITH T' MIN. EM1BERiBdi INTO GONG. AND 3'X30XY4' PLATE WASHER, TYP. IN51DE ELEVATION WALL FRAMING 5PEGIFIGATION: 02x4 WALL: U5E HF #2 GRADE 5TUV5 (OR BETTER) ii WALL: U5E 5PF 'STUD' GRADE 5TUD5 (OR BETTER) 2Y2'x0.131' NAIL o b" O.G. IN ALL PANEL ED6E5 NOT PART OF PORTAL FRAME PORTAL - WALL 5E6MENT FA5TEN ROOF SHEATHING - TO DRA6 TRU55 K/ 23/e"X0.113" NAILS ® 3" O.G. LOW ROOF TRUSSES (5EE PLAN) DRAG TRUSS (5EE PLAN FOR DE5161,11 SHEAR CAPACITY d CONNECTION TO DI3L TOP PLATE) LETTERED DETAILS ARE TYPICAL FOR THIS HOME I$ 5H LL BE IMPLEMENTED IN ALL APPLICABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. NUMBERED DETAILS ARE PLAN SPECIFIC ANC ARE ONLY" REQUIRED WHERE 5PEG!FIGALLY INDICATED ("GUT") ON THE PLANS. se �- o f182 O 'Cz 9 ATE IF : 44J r °0111111et hit%% MAR Z019 © copyright : MULHERN & KULP Structural Engineering, Inc. M&K project number: 1 95-1 9004 project ri J SB drawn by: PAT issue date: 03_08-1 9 REVISIONS: date: initial: 03/08/19 PAT I' 2 J 0 W v! 0 Ic~ �J K> CV tY n Ll d 0 Iz N lL zIN z _ U0zLj 0 0.. x 0a. LL, "�pO►L sheet: Z)E)2.0wF it ■ TYP. 51LL PLATE: 2x P.T. PLATE w/Y2" VIA. x 7" LONG A.B. ® 4'-0" O.G. (U.N.0) W TYP. 5HT'6 TO SILL 3"X3"X0.22q" STEEL PLATE WA5HER5. PLATE GONN.: PROVIDE MIN. (2) PER PLATE 5EGMENT, FASTEN WALL 5HEATHINC MIN. 12" FROM 5ECMENT ENDS TO SILL PLATE H/ TYP. SLAB ON GRADE: 2 5/8" X 0.113" NAILS ® 3 1/2" GONG. 5LA5 w/ bxb 3 O.G., U.N.O. WIAAA HHF (OR FIBER ME5H ILO NW) ON b MIL VAPOR - z a ARRIER ON 4" MIN. GRADE 'u GRANULAR FILL ON q5% -I 1-1 1 COMPACTED FILLNIRGIN 50IL f A I- III_ 12" HIDE GONG. TRENCH FOOTING (2) #5 BAR GONT. 11-011LONGITUDINAL REINF. W 3" MIN. COVER S MIN. 3b" LAP SPLICE TYPICAL SLAB ON 6RADE (TYP.) SCALE: 5/8"=1'-0" GARAGE INTERIOR GARAGE SLAB -5EE DTL I/FDI 4 94 . II I II I II a' i r r � TYPICAL THICKENED SLAB ® INTERIOR 6ARASE WALL SCALE: HOUSE INTERIOR TYP. 51LL PLATE -5EE DTL I/FDI.O SLAB ON GRADE -5EE DTL I/FDI.O PLAIN GONG. THICKENED 5LAB (5EE PLAN FOR 51ZE) CENTER FTC. ON WALL ABOVE TYP. SILL PLATE -5EE DTL I/FDI.O w TYP. GARAGE 5LAB: TYP. PORCH SLAB: 4" GONG. SLAB ON 4" 4" CONGA SLAB ON 4" MIN. _ `r MIN. GRANULAR FILL GRANULAR FILL ON 115% ON q5% COMPACTED COMPACTED FILLNIRCIN 501L LU FILLMRGIN 501L IL. a a GRADE III=III=� u III IIi. III- ° 12" WIDE GONG. — - g -III . TRENCH FOOTING BUILDER TO PROVIDE REINFORCEMENT 150LATION JOINT -SEE DTL I/FD1.0 FLOATING PORCH SLAB 1'-0„ TYPICAL SLAB ON GRADE SCALE: INTERIOR BEARING WALL/SHEAR WALL 2x P.T. BOTTOM PLATE SLAB ON GRADE w/ HILTI X-GF 72 Pb -5EE FND. PLAN PINS OR EQUAL ® W OL. 0 Wi 4n,: P*,- me ma 16F i REINFORCEMENT PLAIN GONG. -5EE DTL I/FDI.O 12 N THICKENED SLAB (5EE PLAN FOR SIZE) LETTERED DETAIL5 ARE IYPIGAL FOR NUMBERED DETAIL5 ARE PLAN TH15 HOME $ 5HALL BE IMPLEMENTED IN SPEGIFIG AND ARE ONLY REQUIRED ALL APPLIGABLE AREA5. THE5E WHERE 5PEGIFIGALLY INDIGATED DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLANS. TYPICAL SLAB ON GRADE SCALE: TYPICAL SLAB ON GRADE SCALE: 5/8"=1'-O" GUT EVERY OTHER WIRE OF W.W.F. CONTROL JOINT — 15' MAX BETWEEN TYPICAL CONTROL! ^ J SCALE: TYP. SILL PLATE -5EE DTL I/FDI.O 5LAB ON GRADE -5EE DTL I/FDI.O 12" WIDE GONG. TRENCH FOOTING REINFORCEMENT -SEE DTL I/FDI.O TYP. 51LL PLATE BEYOND -5EE DTL I/FDI.O GARAGE SLAB -5EE DTL VFDI.O 12" HIDE GONG. TRENCH FOOTING REINFORCEMENT -5EE DTL I/FDI.O I" DEEP SAN GUT CONTROL JOINT WITHIN 24 HOUR5 OF POUR MID -NAY INTO SLAB -LOCATE JOINTS ® 5LAB GORNER5 4 OTHER AREAS WHERE GRAGK5 ARE LIKELY TO OCCUR 5LAB ON GRADE -5EE FND. PLAN LOCATE ®10' TO IVox, OR CORNERS WHERE CRACKS LIKELY TO DEVELOP ::,CNo 82 A. Ar : * / / '� /ATE IF • .. • ��; Y`�e� 40 ONr MAR 12 2019 (D copyright: MULHERN & KULP Structural Engineering, Inc. az z CD J y a z zs � E t- SE a a� W rn •> J CD � 2 9 Jao W � O � ccpp Sy mUJ ,h ` W � n IV M&K project number: 195- 1 9004 projectmgr: JSB drawn by: PAT issue date: 03-0& 19 REVISIONS: date: Initial: 03/08/141 PAT I Wii�,TT U) W � � f Ld 0 Q 3 ROOF TRU55E5 0- -5EEI/5DIA G V )i VINYL SOFFIT (A5 CH05M BY --1 0 BUER) ILDSHALL MEET R703.1.1 .._.1 U t9 U5P G44 GAP (INSTALLED PER r Q MANUFACTURER REQUIREMENTS) �4 � O *4 PRESSURE TREATED WOOD T U P05T w/FINISHE5 PER ARCH/BUILDER U5P PA44E BA5E (INSTALLED PER MANUFACTURER REQUIREMENTS) z SLOPE TYP. PORCH SLAB PER PLAN -SEE 3/FOID O �+ � GRADE At ° a L' z 4 � — I GOMPAGTED ` a -•-� --� Z s s 1--I I I,, . A. °"a I I—lil—IIII II BAGKFILL IN jr 1� 0 z 12"A2' 150LATED GONG. PIER FOOTING UNDER P05T z V Ltl I LLJ U O 0_ -PER PLAN Z (Y z, W TYPICAL PORCH COLUMN O N o CONNECTION DETAIL L.L l o LL SCALE: NONE SLAB ON GRADE sheet: FDI e0F" I mil � A"�111l�/