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HomeMy WebLinkAboutBuilding PlansCENTURY 4 r dp MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 I o � > J /y W O tB O T) ( co pz o o o0 Q ti L PLAN # / ORIENTATION 1612 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRP2 0,2 Zo�/ 3 Tnlhe b�Lol':nV hS. ' � .hors Associates knnwl 1 Mills, mGn n:auon an;lvl miecw lle the 2017++a, \ rn���i�n"ua�;��,n,aetad, a PHONE:772.226.7282 WEBSITE: FdiSovJ 1z = ��. C.A. #: 30698 www.MilisShortAssociates.com t.......i No o[hei certifications are i�26i2020 - „n.dotrtmphed. 0 % A 700 22nd Place, Suite 2C/2D. 100 South.2nd Street, Unit 209 4620 Lipscomb Street NE, Suite 2 Vero Beach, Florida 32960 Fort Pierce, Florida 34950 Palm Bay, Florida 32905 ��gP�kd�ss�ati4S'4�a : III AAV 1 1/2" VTR l J` KS v 3" VTR 1 1/2" VTR J TUB 3' WC 31 2" 3 2" AV W M .�' LAVS 4A 3 ,_.. v 2., 2„ , 3„ 3" "Rom�� 10w , x 3" GO i TO 4" SEPTIC LINE C? N 0 N 38'-4" 21'-31/2" F7b .. _._ _,-. 6'-3" 13' 101/2" ; O 14'-4' SLAB.CUTOUT FOR SGD THRESHOLD SEE DETAIL ON FRIG SHEET;GRP240 HOOKUPS ... if o M _ N .. 1 o z o tf E0 CV 1 - ............. t _ ... 1 T 1l2" : 00 CV 1 � .... _ CID PAD .. ;: • � k.'• j::. 3-1 1/2 3' " -21/4" ,. AHU IN --. ----- .::: : ML CUT CONTROL JOINTS AT INTERVALS 10 x1p U it IN BOTH DIRECTIONS 19'-8" . 18'-8" .: _ ....... ..:.....: . ....... ---- ;...._ .. 18'-8" ` q N 2'-0112" 2'-01 /2" 16'-31' 20'4" 3-8" 38'-4" A PLUMBING PLAN ELEV'B' 114" 1'-0" AT 22" X 34" LAYOUT 118 =1'-0" AT 11" X 17" LAYOUT CO illIl' MON CENTURY � s S MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 3C1,071 PHONE: 336-282-J606 WJH,'LLC © 2020 Q J `c!f L m W ■ N `C) ■..■� ■• ba L.7 Z cm C is � o J �> W ti\ �r � F Y T: z J O Q "K.J 0 Q r- PLAN # / ORIENTATION: 1612 BLK / LH SERIES NAME: DIAMOND PLAN NAME: • 3911650 LAST REVISION 2.02 SHEET # GRP20A I I 1 1 Ao II AAV 1 1/2" VTR KS 2" 3" VTR J TUB 3 WC 31' 3" 2. W M I 3" I_AVS 3„ 2„ 3" 1 112" VTR 'jI� 2') �U B V mork.2m 3" CO TO 4" SEPTIC LINE 4 N N 21'-3112" 3-0" 14'-01/2" s io I— —,-I IT � r m ®• _I — .- 6' 3" — 13'-101/2" 7r, ' I11 D ILj_ °StAB.CUTOUT FOR SGDTHRESHOLD �' SEE DETAIL ON f EET RP24.>P FRIG. M G d HOOKUPS " 4 ( d ZrY I. _7 o I _ (_ r 18'-8" ° d I \j T ILL ,a r, I M` I L �. �� ` I I b um. ( o FF d- 4.* ° M II II C14 6 a cq .61 CV d _—.--__— - _.. Fl --I F I Irr � E Iall I L J1� n HVAC P d ". �, I C-- ff l u PAD I ." fl°� I,"d. f .no 44 1 I 3'-1 1/2" 3-2 1/4 °. ° A I Q AHU DRAIN41 lz W a L 181-811 - tlx: ° �c 4 2'-01/2" 2=01/2" 16'-3" 20' A" 3 38'-4" PLUMBING PLAN ELEV'B' 114" : V-0" AT 22" X 34" LAYOUT 118" = V-0" AT I I" X 17" LAYOUT CO ���� I l h ��►I MORE HOME m LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WX LLt ® 2020 1 �IIII�I��III� MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC ® 2020 Q N d Q �C CID V GC u o _\ J M/ W co O N or LUCD 0 Q ~ Ll PLAN # / ORIENTATION: 1612 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2,02 SHEET # GRPZ 1'0 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 V) Z Q J d i6 O �` J /> W t c 0 m L O co � CoO z vi UJ o a ti L PLAN # / ORIENTATION 1612 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2,02 SHEET# GRP21,2 111ni ►Ll ' 1_,.��I■I■I■I■i■I■I■I■I■I■I■I■I■I■I■I■I�i.,_ 11" 1 u imill 1 �l 0 11' ICI �� —I —I u u u u�®� u R SHINGLES AS SPECIFIED 1ST FLOOR PL. HT. CEMENTITIOUS FINISHEl i 1ST FLOOR FIN. FLR. _ T r - I _ i 0 '�ti}1G ��•` Q'4"r•�GENS. •G rr *Lu ' o z ATE F �� J r s m 3 e •,� /ANAL �.a t/'I JUL 4 62022 0 W H O O F.- 0 W H- g W z O F- Q77O LL SHINGLES AS SPECIFIED Z_ DC W ,71 Y 'A - 3 T / 4 t, ♦ k' v t , Y 4 r♦ [ Y %' A I Q ^ _ CEMENTITIOUS W J , G r♦ j FINISH Lu t ♦ I _ \ u RIGHT ELEVATION'B' ° 3 z 114" = V-0" AT 22" X 34" LAYOUT a 118" =1'-0" AT I I" X 17" LAYOUT = 0 a J z O W U H N O LL Z Q a L� 1� 0 W W W a J co cr- J 2 REAR ELEVATION 'B' LEFT ELEVATION'B' 114" : V-0" AT 22" X 34" LAYOUT 118" : V-0" AT I f X 17" LAYOUT �a J R Y �0 ti. I -h -L III u� III IIIIIIN��IIIII J 4'WINDOWTRIM ---/ BVCMUCOLUMNS 1 FRONT ELEVATION'B 1A - V-0 AT 22 X 34 LAYOUT 118" =1'-0" AT I I" X 17" LAYOUT O ip 1ST FLOOR FIN. FLR. 1ST FLOOR PL HT, 00 CEMENTITIOUS FINI 1ST FLOOR FIN. FLR_ 4 U 114" : V-0" AT 22" X 34" LAYOUT 118" =1'-0" AT I I" X 17" LAYOUT IIIIiII111111 r1 MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC © 2020 ■ N a C]C o _ > J / W O i_ m� COco N z O J j iN Lu ocp 0 v 0 ¢ ti L PLAN # / ORIENTATION 1612 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET# GRP2 2,3 GRP2 ELEV'B' - ATTIC VENTILATION CALCS 1/300 Ventilation Max Min Upper Lower Total Ridge Roof Soffit Required Upper Upper Ventilation Ventilation Ventilation Vent Vents Vents Area (sq. in.) (sq. in.) (sq. in.) (sq. in.) (sq. in.) (sq. in.) (In. ft.) (ea) (In. ft.) 2133 SF 1024 819 1 512 520 510 1030 16 4 85 CALCS BASED ON THE FOLLOWING VALUES: -Ridge Vents =15 in P of net tee area per linear fool -Roof Vents =10 in P of net free area per unit -Soffit Vents = 6 in P of net free area per square fool SHINGLE ROOF SPECS SHINGLES TAMKO SYNTHETIC UNDERLAYMENT SHALL BE INSTALLED UNDER ASPHALT SHINGLES, ALL ASPHALT SHINGLES SHALL HAVE SELF-SEALING STRIPS OR BE INTERLOCKING & COMPLY WITH ASTM D255 OR D3462, & SHALL BE SECURED TO THE ROOF WITH NO LESS THAN 6 FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS PER SINGLE TAB, & SHALL IN NO CASE BE FASTENED WITH LESS FASTENERS THAN THAT REQUIRED BYTHE MANUFACTURER'S REQUIREMENTS FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS DETERMINED BY ASTM D3161. FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F1661, & SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS STEEL, OR ALUMINUM WITH AMINIMUM SHANK SIZE OF 12 GAUGE 10.105") WITH A MINIMUM 318" DIAMETER HEAD SHANK AND SHALL BE A LENGTH TO PENETRATE THE SHEATHING. THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM A641, CLASS 1, OR EQUAL, & SHALL BE CORROSION RESISTANT BY ELECTRO GALVANIZATION, MECHANICAL GALVANIZATION, OR SHALL BE MADE OF STAINLESS STEEL, OR NON FERROUS METAL, CID ROOF PLAN ELEV'BIr 114 -1-0 AT 22 X 34 LAYOUT 118" =1'-0" AT I I" X 17" LAYOUT N F9/4��� ` No 7 w z �' * •�`- ATE OF d p .. Q. U �O N A„'''` JUL 0 92023 = F— O O 0 w g w z O F- Q O ti z w 2 F— O Q 0 LU LU F— O N 0 a J O w F- U F- cn O LL z Q a N F- 0 LLI w ' rr w a a J D q ` W z z. CC c w yyam, k <4�ry � 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 m o 0 � > /y W O co E O NC Y Q N LLj J i 0 Q0 o Q ti u PLAN # / ORIENTATION: 1612 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET# GRP2 33 INSIDE R703.6 Flashing. Approved comosion`resistaol flashing shall be applied shingle`fashlon in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing wNLOWGRDOMSIlL components, Self -adhered membranes used aslashing shall comply MNIMALLY EVANONG With AAMA711. The lashing shall extend tothe surface ofthe exterior wall finish, Approved corrosion - CAULKING PCLYURErHANE resistant lashings shall be installed at allofthe following locatons: 04)gCAR �DCAULK9• 1.Exteriorwindowanddooropen n s Flashing atexleriorWiindowanddooropen n sshalleAend10the 99 LAP BiPPEWFAiHER BARRERNTOOPENING surface oftheexteriorwallfinishortothe water`resislivebarrier for subsequent drainage. Flashing at RETAPNWEATHER ATJDNTSARRER BTAPE TO exterior window and door openings shall be installed in accordance with one or more of the following or SELF - SILL USNG SELF LOWER ADHERED olherapprovedmethod: FLASHING 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructors. FASTEN SELF -ADHERED FLASHNGCCRNER 1.3 In accordance with FMA(AAMA 100, FMAIAAMA 200, or FMAWDMA 250. USNG MECHANICAL 1.4In accordance with (he flashing method Of a registered design professional. FASTENER FASTENER 2, At the intersection of chimneys or other masonry construdon with frame orstucco walls, with projecting NSTALL SELF. ADHERED F ASHNG lips on both Sides Under stucco copings, AROUND PERMETER 3, Under and at the ends of masonry, woad or metal copings and sills, ;a OFOPENING 4. Continuously above all projecting wood him. ° WINDOW & DOOR PAN FLASHING 5, Where exterior porches, decks or stairs adach to a wall or floor assembly of wood -frame construction. ,F 6. At wall and roof intersections. Not to scale 7. At buik`in gutters. ,v. THRESHOLD AT DOORWAYS SHALL OUTSIDE NOT EXCEED 314" IN HEIGHT. RECESS THRESHOLD IF NECESSARY. 8" C.M.U. BEYOND S,G,D, THRESHOLD SET IN SEALANT - ATTACH PER MANUF, W SPECS. LU _ � U LU PLASTER SAND FINISH �— SLABISTOOP SLOPE TO DRAIN a. a � d A SGD THRESHOLD DETAIL 311: V-0" AT 22" X 34" LAYOUT 11121' : V-0" AT I V X 17" LAYOUT 1x P.T. BUCK STRIP (SEE STRUCTURAL) 112" GYP. WALLED, FURRING & INSULATION CMU - CONCRETE MASONRY UNIT (SEE STRUCTURAL PLAN) DOOR ASSEMBLY ANCHOR ADD'L BUILT UP TRIM AS SPECIFIED (SEE ELEVATIONS) CEMENTITIOUS FINISH SEALANT SLIDING GLASS DOOR FRAME SGD JAMB DETAIL 111211 = V-0" AT 22" X 34" LAYOUT 314" = V-0" AT I V X 17" LAYOUT VINYL SIDING WEATHER RESISTANT BARRIER STRAIGHT FLASHING GAL,1" FLASHING ROOF UNDERLAYMENT CAP SHINGLE - APPLY WITH ADHESIVE (DO NOT NAIL) ROOF FLASHING DETAIL U 1112" =1 r-0" AT 22" X 34" LAYOUT 31411 : V-0" AT I I" X 17" LAYOUT �'ENSF'NG''•,ps N LU No 7f * e LLJ ATE OF U IN 11111111110, JUL a92020 UJ 2 F— O O 0 W g LU z O O Li- z LU F- O a UJ LU LU F— O z V) a 0 z z O LU F— U CC F— Ln O LL z J Ln F- 0 LU LU w Q a J o?S z W J D WE 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 :Ti1 N a o > m O75 m� O M Y z vi J i i LU [O yip LU CC0 0 o o O 0 a a ti u PLAN # / ORIENTATION 1612 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRP2 4,0 1ST FLOOR PL. HT. 1ST FLOOR FIN. FLR. WUCAI TDI IOCCO An[ en Anrn BUILDING SECTION 1 318 -1.0 AT 22 X 34 LAYOUT 311611 : V-0" AT I I" X 17" LAYOUT REFER TO STRUCTURAL PAGES FOR FOUNDATION SIZE TABLE R302.6 DwellinglGarage Separation Se arp alion Material From the residence and attics Not less tan'/:•inch gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than 5 A -inch Type X gypsum board or equivalent Struclurels) supporting toor-ceil'mg assemblies used for separation required by this section Not less than'/:•inch gypsum board or equivalent a aT ;* * 9 LU S TE OF s hO N A„ JUL ® 92023 Vi w z_ _I a_! U _N 0 W O OI 0 w F- LU z O F- Q O z LU f-- O z Q w w > I-u H O z N Q 2 0 z Q J z O W H Z) t~ O LL z a a f- 0 w w W a a J o2S z W J PO ' 3091 GOVERNORS LAKE DR SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC © 2020 m z � O a V W AV�� o > m C O N� O O Z � CU C o o[ O o a _LU 1` L PLAN # / ORIENTATION 1612 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2,02 SHEET# GRP2 43 W24 30 00 = KITCHEN 1 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT I I" X 17" LAYOUT W24 30 KITCHEN 4 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT W36 30 Ll / FRIG, HOOKUPS KITCHEN 2 112 _1 0 AT 22 X 34 LAYOUT 11411-1.0 AT 11 X 17 LAYOUT 1'-91/2" 1'-11" 4'-31 /2" BATH 2 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT I I" X 17" LAYOUT W24 30 W3012 W36 30 MICROWRVE / ELECTRIC \ B24 RRNGE ilmlV KITCHEN3 1211_1 0"AT 22 X 34" LAYOUT 11411-1.0 AT 11 X 17 LAYOUT 6 OWNER BATH 11211-1.0 AT 22" X 34" LAYOUT 114" =1'-0" AT I I" X 17" LAYOUT FRIG. HOOKUPS -- G. No 74 �. irz �'• ATE OF Sv/ . p•. �C , oP ;\=wow st SON It L {39202D vi w z_ J a_ U N 0 w _ F- 0 0 F- 0 ui w z 0 H Q 0 LL w W 0 a 0 Lu W_ 5 w w F- 0 z N Q _ z Q J Z 0 W D U D F— N cr- LL Z J a F- 0 w w w w Q _ a J 06 cr- J D CENTURY MORE • 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 T"q Pat t Lj6A J W CC W H Z i£ 0 KITCHEN 2 112 _1 0 AT 22 X 34 LAYOUT 11411-1.0 AT 11 X 17 LAYOUT 1'-91/2" 1'-11" 4'-31 /2" BATH 2 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT I I" X 17" LAYOUT W24 30 W3012 W36 30 MICROWRVE / ELECTRIC \ B24 RRNGE ilmlV KITCHEN3 1211_1 0"AT 22 X 34" LAYOUT 11411-1.0 AT 11 X 17 LAYOUT 6 OWNER BATH 11211-1.0 AT 22" X 34" LAYOUT 114" =1'-0" AT I I" X 17" LAYOUT FRIG. HOOKUPS -- G. No 74 �. irz �'• ATE OF Sv/ . p•. �C , oP ;\=wow st SON It L {39202D vi w z_ J a_ U N 0 w _ F- 0 0 F- 0 ui w z 0 H Q 0 LL w W 0 a 0 Lu W_ 5 w w F- 0 z N Q _ z Q J Z 0 W D U D F— N cr- LL Z J a F- 0 w w w w Q _ a J 06 cr- J D CENTURY MORE • 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 T"q Pat t Lj6A J W CC W H Z i£ 0 > J M W 0 cou a� co Y p � N _j i 0 °O 0 0 o ti u PLAN # / ORIENTATION: 1612 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2,02 SHEET# GRP2 51 4 r, III GENERAL NOTES 1. INSTALL ARC FAIR.T CIRCUIT -INTERCEPTORS & TAMPER RESISTANT RECEPTACLES. 4 RECEPTACLES SH ILL BE INSTALLED IN DWELLING UNITS PER NEC201.12&406.12 2 ALL ELECTRICAL EQUIPMENT TO BESET AT OR ABOVE BASE FLOOD ELEVATION. I ALL OUTLETS NWET AREAS AND ALL BgRIOROUTLETS TOBEGFL 4. ACIDC SMOKE DETECTORS TO BE INTERCONNECTED AND RESIDENCES HAVING A FOSSIL- „„, .:. ... �, .:..�...... �. BURNING HEATER OR APPLIANCE, HALLHAVE r ATTACHED GARAGE S AN � � :: ........... a ea a. s -`" �� WW�•� •.. OPERATIONALCARBONMONOXIDEALARMINSTALLED WITHIN 19OFEACH ROOM USED FOR SLEEPING PURPOSES, PER RULE 983.04.72. 0 2 r INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC2014 7 n 1 � \ c� z L' a F i S� 55 a II F? ?�a A a� / a � ten, a 0 v81-1011 \ qPN t 8a ? t S -3 a I GFi O �. 3 ­3� a ;: 7 T' 7. Carpel �I Vinyl W u.., ram..... ` §� .... i a � a w.a a a 'WATER + I MECH a ,HEATER SERVICEa1 rr.� ? r DISCONNECT .... ,�.u...� ..��.� .---------..��.r �. . � ::........,... � ? / TV z F: "Car et i - ...a��.���� ti GFI (WPC fit' — -..4° \ ` - a BREAKER KEYLESS Vui GFI :. BOX IN ATTIC ir a — � KEYLESS r Carpel I �. b e � GARAGE DOOR OPENER PREWIRE 101 i a a I Al . ffr 3 a TV a a a Y, ` x a a I $ r a. L.", - � CFIIWPI ,aa` ` 0 ELECTRICAL -1 ST FLOOR - ELEV'B' 1/411-1-0 AT 22 X 34 LAYOUT 1/811=1'-0" AT 11" X 17" LAYOUT 1612 HOUSE LOAD CALCULATIONS 2 SMALL APPLIANCE 1500VA EACH 3000 1 LAUNDRY 1500VA EACH 1500 1603 SF GENERAL LIGHTING @ 3W / SQ. 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 % (28,326) 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 To Lhe btstuf my ®""'"°.&`of,. °aq,+V, '� llw6' hurt kuniwlyd}, Lh s i'Jm matlm: o'i Zb 11eet bmi done ht a uuewlih the 2017 w } - ;' 1=� , +. `"" PH®NE: 772.226.7282 WEBSITE: F]oud: l4uldmy Cade(6d, bditon)-a. e �.0 C.A. #: 30698 www.MillsShortAssociates.com Noodic' cernficatimis are .,,�,,,edonmpbed. �^ "" 126i22D" >� t o g p ,•^IF 700 22nd Place, Suite 2021) 100 South 2nd Street, Unit 209 4620 Lipscomb Street NE Suite 2 Vero Beach, Florida 32060 Fort Pierce, Florida 34950 Palm Bay, Florida 32905 M ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES OUTLET -110V 0 TV OUTLET - TV 0 WALL LIGHT GARAGE DOOR [0_1 OPEN ER PREWIRE SMOKE DETECTOR OUTLET •11DV GROUND FAULT OUTLET -PHONE 16 LIGHT BAR O FLUSH MOUNT SfC 'SMOKEDETECTOWCO2 O INTERRUPTER OUTLET -110V GROUND FAULT SWITCH SINGLE POLE COACH LIGHT SURFACE CAN BATHROOM ® ', INTERRUPTER EL FRONT DOOR EXHAUST FAN r WATERPROOF OUTLET -220V 3 SWITCH -3WAY COACH LIGHT - r1 REAR DOOR OPTIONAL FAN PREWIRE =' FLUORESCENT 1'X4' 2 LAMPS �4 SWITCH•4WAY \` METER MAIN COMBO 150 AMP NEM43R OR 200 AMP NEMA 3R 200 AMP J INSIDE PANEL WIRE SCHEDULE 1 TO POWER CO TRANSFORMER 2 44 BARE COPPER 3 310 SE AL (FOR 150 AMP) OR MO SERAL (FOR 200AMP) PER NEC 1 31 2 INTERSYSTEM BOUNDING TERMRNATIONAS PER NEC 250.94 - GRADE TO POWER CO. TRANSFORMER BOND TO FOUNDATION STEELAS PER NEC 250.52(3) BY UTILITY COMPANY 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 7 DRYER 30AMP #10 5 6 ACU 30AIVIP #10 0* b 6 7 8 8 9 WATER HEATER 30 AMP #10 9 10 WASHER 20AW #12 Yy 10 11 11 12 DISHWASHER 20AMP > m12 13 BATH GFCI 20AMP # 12 13 14 SM APP 41 20AMP #12 14 15 GAR GFCI 15AMP #14 15 16 SM APP #2 20AMP #12 ��'q �'� 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 1$AMP #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 T MORE HOME > LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LUC © 2020 O �` J / m 70 a) r F-- Y DLU J �1 0 cc ) U PLAN # / ORIENTATION: 1612 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRP2 6.2 SERVICE DISCONNECT GFI IWP) ELECTRICAL -1ST FLOOR- ELEV'B' 1/4" =1'-0" AT 22" X 34" LAYOUT 1/8" =1'-0" AT 11" X 17" LAYOUT POROH GENERAL NOTES 1. INSTALL ARC FAULT CIRCUIT -INTERCEPTORS & TAMPER RESISTANT RECEPTACLES. RECEPTACLES SHALL BE INSTALLED IN DWELLING UNITS PER NEC 20U 2 & 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, ACE SMOKE DETECTORS TO BE INTERCONNECTED AND RESIDENCES HAVING A FOSSIL - BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 19 OF EACH ROOM USED FOR SLEEPING PURPOSES, PER RULE 93.04.72. 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 @ 3W / SQ. 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 ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES OUTLET • 110V OUTLET- TV WALL LIGHT � GARAGE DOOR SMOKE DETECTOR 0 OPENER PREWIRE T LL OUTLET • 110V GROUND FAULT OUTLET -PHONE 18"LIGHT BAR O FLUSH MOUNT SIC SMOKEDETECTONCO2 p INTERRUPTER ct a OUTLET-110V GROUND FAULT COACH LIGHT- BATHROOM INTERRUPTER SWITCH SINGLE POLE FRONT DOOR O SURFACE CAN LIGHT EXHAUST FAN p WATER PROOF OUTLET • 220V 3 SWITCH • 3 WAY COACH LIGHT • n O IJ REAR DOOR C` \` OPTIONAL FLUORESCENT FAN PREWIRE 1'X4' 2 LAMPS SWITCH 4 WAY METER MAIN COMBO 150 AMP NEMA3R OR 200 AMP NEMA 3R (D 200 AMP INSIDE PANEL 3 �-j WIRE SCHEDULE 1 TO POWER CO: TRANSFORMER 2 #4 BARE COPPER 3 - 310 SER AL (FOR 150 AMP) OR 410 SER AL (FOR 200 AMP) PER NEC 1 i 2 INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 GRADE TO POWER CO, TRANSFORMER BOND TO FOUNDATION STEEL AS PERNEC 250.52(3) BY UTILITY COMPANY ELECTRICAL RISER DIAGRI NOT TO SCALE PANEL SCHEDULE # # # DESCRIF 1 AHU WITH HEATER 50 AMP #6 1 2 RANGE 3 3 4 5 DRYER 30ANT #10 5 6 ACU 30 7 7 8 9 WATER HEATER 30 AMP #10 9 10 WASHI DISHVV 11 11 12 13 BATH GFCI 20AMP #12 13 14 SM AP 15 GAR GFCI 15AMP #14 15 16 SM AF 17 EXT GFCI 15AMP #14 17 18 HOOD 19 LTG-GAR-KIT-BATH-FOY 15AMP #14 1, 19 20 REF 21 21 FAMILY 15AMP #14 21 22 NOON 1 23 MAST BED/ BATH 15AMP #14 23 24 SPAC 25 BED 2/ LOFT 15AMP #14 25 26 SPAC 27 BED 3/ BATH 15AW #14 27 28 SPA( 29 SPACE 29 30 SPA( 31 SPACE 31 32 SPA( CENT,URY II t ip ,,,,',, I MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 L:' Gm GL® C, C; LLJ sJ LAJ MEANS 4 METHODS NOTES THE 5TRUGTURE 15 DE516NED TO BE 5ELF 5UPPORTIN6 AND STABLE AFTER THE BUILDING 15 FIN15HED AND ALL PLAN, DETAIL, AND NOTE SPECIFICATIONS HAVE BEEN COMPLETED. IT 15 THE CONTRACTORS 50LE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCE TO IN50RE THE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NECE55ARY 5HORIN6, 5HEETIN65, TEMPORARY BRAGIN6, 6UY5, AND TIE -DOWN%. CONTRACTOR SHALL BE RE5PON51BLE FOR ALL 5HORIN6 AND BRAGING REQUIRED TO 5TA13ILIZE AND PROTECT EXISTING AND ADJACENT 5TRUGTURE5 AND 5Y5TEM5 DURING GOUR5E OF DEMOLITION AND GON5TRUGTION OF THE PROJECT. LATERAL BRACING METHODOLOGY • THE WOOD FRAME STRUCTURE OF THI5 UNIT/MODEL 15 DE516NED TO RE515T LATERAL LOADINC75 A5 PERMITTED BY SECTION 4.35 OF THE SPECIAL DE51614 PROVISIONS, FOR WIND AND 5EI5MC (50PW5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENINGS METHODOLOGY PER THE REQUIREMENTS 5ET FORTH IN SECTION 4.55.2. AS SUCH, WALL5 WITH OPENINGS ARE CONSIDERED A 51N6LE STRUCTURAL PANEL AND MAY NOT REQUIRE HOLDDOWNS ADJACENT TO EACH WINDOW/DOOR OPENING. • 5HEARWALL5 USED IN THE DE516N OF THE STRUCTURE ARE DE516NED TO RE515T BOTH SHEAR AND UPLIFT, A5 PERMITTED THROUGH SECTION 4.4 OF THE 5DPW5. AS, SUCH, STUD CLIPS ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE515T EXGE55 UPLIFT LOAD THAT HAS, NOT BEEN RE50LVED THROUGH THE EXTERIOR SHEATHING FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARWALL. TERMITE MOTEGTION (ONLY TERMITE BAIT STATIONS ARE TO BE INSTALLED) TERMITE PROTECTION SHALL BE PROVIDED BY RE615TERED TERMITIGIDE5, WHIGH MAY INCLUDE 501L-APPLIED TERMITIGIDE5, BAITING 5Y5TEM5 OR TERMITIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METH005 OF TERMITE PROTECTION LABELED FOR USE AS, A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE TERMITE PREVENTATIVE TREATMENT, A TERMITE CERTIFICATE AND/OR A CERTIFICATE OF COMPLIANCE 15 TO BE 1551JED TO THE BUILDING DEPARTMENT BY THE BUILDER. THI5 DOCUMENT WILL BE LEFT FOR THE BUILDER WITH THE PAPERWORK PAGKA6E AT THE JOB 51TE'5 PERMIT BOARD BY THE LICENSED PEST CONTROL COMPANY. IT WILL CONTAIN THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 5UBTERRRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF A6RIGULTURE AND CONSUMER 5ERVIGE5 iV LATERAL BRACIN6 4 WALL SHEATHING SPECIFICATIONS THI5 MODEL HAS BEEN ENGINEERED TO RE515T LATERAL FORGES RESULTING FROM UP TO 160 MPH WIND SPEED, EXP. G R15K GATE6ORY II $ SEISMIC GATEGORIES AB. ENCLOSED, 0.18 INTERNAL PRE551JRE GOEFF. ENGINEERED DE516N WAS COMPLETED PER THE ll EDITION 201i FLORIDA RESIDENTIAL 4 BUILDING GODE5 (SECTIONS R301.1.3 (RES.) 160q (BUILDING)) $ A5GE 1-10 STANDARD EXTERIOR WALL 5HEATHING REQJIREMENT5: PI SHEATH ALL EXTERIOR WOOD FRAMED WALL5 WI/2" 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 5TU05) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2X HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL EDISE5 4 E06E 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 HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 5V2"x0.131" NAILS 0 I6"o.c. USE (8) 5142'x0.131" NAILS o EA. LAP SPLICE. (TYP. URO) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEAR WALLS EXTERIOR WALLS ARE CONTINUOUS 5HEATHED ABOVE AND BELOW OPENIN65. 6. SEE ARCHITECTURAL DRAWINGS FOR ADO'L WALL GON5TRUGTION REQUIREMENTS. 1. ALL EXTERIOR WALLS CONSIDERED AS, SHEAR W6'LL5. 8. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFF5ET TO FALL ON DIFFERENT FRAMING MEMBERS. ® INDICATES LOCATION AND EXTENT c 5HEARNALL WHIGH 1REQUIRES SHEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL SPEC. 1/2" PLYWOOD OR 05B FASTENED W/ P3 2V211x0.131" NAILS @ 3" o.c. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 ASSEMBLY. HOLD-DOWN SCHEDULE 5YM130L 5PEGIFIGATION ® 1-10-1 U5P HTT45 HOLDOWN* FASTEN BUILT-UP POSTS SUPPORTING ROOF O.T. TO GMU WALL. w/ (1) U5P ® 5T-I M5TGM40 STRAP w/ (14) Y4" DIA x 2V4" LONG TAPGON5 INTO GMU. N5E ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) *ALTERNATIVE TO 5TBI6 ANCHOR BOLT SPECIFICATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION 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 I %"' OF FACE ON CONCRETE FOUNDATION WALL 6ENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 PSF. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DESIGNS ARE 5TIH ADEQUATE, • FASTEN SILL PLATE-5 TO FOUNDATION WALLS WITH 1/2" DIA. ANCHOR BOLTS A 4'-O" o.c. w/ 1" MIN. EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG FND) / 5T2-TZ (GMU FND) STRAPS w/5PAGIN6 PER MANUF. PROVIDE A MINIMUM OF 2 ANGHORS PER PLATE, 12" MAXIMUM FROM PLATE ENDS (SEE FND DETAIL%). • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE51611 BASED ON AGI 50. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRES51VE STRENGTHS IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LA55 ON GRADE (INTERIOR 4 EXTERIOR) fly = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE HEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND %LABS ON GRADE SHALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15--0" MAX) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DI5GONTIN0005 END OF REINF. • GROUT 514ALL BE A5TM G416 F'c=3000 PSI w/ MAX %" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 P51 (FM = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 •EDREINFORCED GMU CORES (AS, INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND E>HALL ALI6N WITH FOOTING DOWEL BELOW. PROVIDE MIN 10" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL I • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MA50NRY OPENINGS AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (AS SHOHN ON PLAN5) • ROUGH OPENINGS ARE NOT SPECIFIED ON BLOCK PLAN - SEE ARCHITECTURAL PLAN5. • ARGHITEGT/BUILDER TO REVIEW 4 VERIFY ALL BLOGK PLAN DIMENSION% PRIOR TO CONSTRUCTION. fLA- W11i le GARAGE 5LA13 3 1/2" GONG. SLAB ON 4" MIN. 6RANULAR FILL ON q5% COMPACTED FILLA/IR6IN 501L PORCH 5LAB 3 1/2" GONG. SLAB ON 4" MIN. 6RANULAR FILL ON q5% GOMPAGTED FILL/VIR61N 501L 5LAB ON GRADE 3 1/2" GONG. SLAB W/ 6x6 WIAAA WWF (OR FIBER MESH ILO WWF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON 615% COMPACTED FILL/VIR61N 501L FLOOR FRAMING I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/460 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGER5 SHALL BE SPECIFIED BY I-JO15T /TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JO15TITRU55 SHOP DWG5. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHING SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS A 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMING • ERECT AND INSTALL ROOF TRU55ES PER WTGA 4 TPI'S BG51 1-14 "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRA61% OF METAL PLATE CONNECTED WOOD TRU55E5." • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRL65 CONNECTORS. • ROOF 9EATHIN6 SHALL BE 1/I6" MIN, 05B/PLYHOOD 5HEATHIN6 24i(b, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBER5 w/ R5R5-01 (2-%'x0.113" RIN6 SHANK) NAILS o b' O.G. A PANEL E06E5 4 a 6' O.G. IN FIELD. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. FASTEN 514EATHN5 TO GABLE END 4 DRA6 TR 65E5 W R5R5-01 NAIL5 0 3" O.G. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL LARGE VALLEY SETS. FASTEN EACH END TO TR 65 BELOW W U5P MTW12 AND (2) 3"x0.131" TOENAILS TO EACH TRUS% BETWEEN. FOR SMALL OR IRREGULAR AREAS OF OVERFRAMIN6, PROVIDE 2x4 (MIN) RAFTER OVERFRAMI% o 24' O.G. FASTENED TO TRU55 BELOW W U5P MTWI2 f (2) 3"x0.131' TOENAILS EA. END (MAX. 4' LENGTH BETWEN SUPPORT POINTS) • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE 7156 MANUFACTURER, UNLE55 OTHERH15E NOTED. • ROOF TR 65 SHOP OW-6. SHALL BE 5UBMITTED TO ARCH 4 ENS. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 51PPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER FASTENED TO FRAMING W(2) 3"x0.131' NAILS A l O.G. 0) 3'4.131" NAILS o 24' OL) Kx -m- - ijl III •' "L "• J •i �I •i I:.rr nL_ Aili.. ter ♦ i Aid .i ter �:�hl IL rr • I:.rr .. glue. •� :.:. lip :�.'•�� •i Li I:. rr • u � u:�c ■ Window rL Door Allowable And Pre55ure5 UP TO 160 MPH Wind Zone Ex G, Ri5k Gat 11, EnGlo5ed 0.18 Internal Pre55ure Goeff. OPENING SIZE INTERIOR ZONE5 END ZONE5 3'-0" X b'-8" DOOR AI +55.6 PW-36.8 P5F ®+35.6 P517/465 P5F 2'-O" X 3'-0" WNDW BI +31.3 P5F/-405 P5F B2 +31.3 P5F/-4q.g8 P5F 3'-0" X 5'-0" WNDW CI +365 P5F/-3q.6 P5F G2 +365 P5F/-48.2 P5F 8'-0" X 1'-0" DOOR DI +33.2 P5F/-36.3 P5F D2 +332 PW-41.1 P5F EI 0+31.1 I6'-0" X 1'-0" DOOR +31.1 P5F/-34.8 P5F P5F/-38.6 P5F FI F2 b'-0" X b'-8" 5.6D. 1 +52.4 P5F/-35.4 P5F +32.4 P5F/-41.2 P5F m End Zone Is defined as the smaller of 10% of least horiz. dim. or 40% of meat roof height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here are allowable pressures w/ a max. mean roof height of 25ft. Values are permitted to be converted per A5GE 1-10 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.b to obtain ultimate pressures. GENERAL STRUCTURAL NOTES • DESIGN 15 BA5ED ON: bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON N05, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE51614 LOADS: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (30 P5F o 5LEEPIN6 AREA5) DEAD = 10 P5F (I-JO15T5 4 50LID SAW (20 P5F ® TILE) LATERAL (SEE NOTES) 5EI5MIG (SEE NOTE-5) 501L SEE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMING • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN STANDARD CONNECTIONS TABLE (IRG TABLE R602.3()) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR CONNECTION, ALL HANGER NAILS 5HALL BE INSTALLED PER MANUFAGTURER5 REQUIREMENTS FOR MAX CHARTED CAPACITY. NOTE: HANGERS USE COMMON NAIL DIAMETERS NOT TYPI(;A& FRAMING GUN NAILS. • EXT. 4 INT. BR6 WALL5 5HALL BE 2x4 (UNLE55 NOTED OTHERWI5E ON PLAN) A 16" 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 5TRUGTURAL MEMBERS 5HALL BE 5FRLIGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). ALL HEADERS HAVE ESN DESIGNED BASED ON CALCULATED LOADS 4 5IZED ACCORDINGLY. CODE TABLE5 HAVE NOT BEEN USED. ALL NON -BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMBERS 51PAGED o 24" O.G. (MAX., U.N.0) . HEADER5 IN NON -LOAD BEARING WALL5 SHALL BE: (02x4/6 FLAT A OPENINGS UP TO 4', (2)2x4/(o FLAT UP TO V. • ALL FRAMING LUMBER 5HAL1- BE DRIED TO 15% MG (KD-15). ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWIN(>: • 'L5L' - Fb=2325 psi; Fv=310 psi; E=155AO^b psi • 'LVL' - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"xO.120" NAILS o 8" O/C, OR 2 ROW5Y4'x3'V2" U5P WOOD 5GREW5 (OR 3)/2" TRUUSSLOK SCREWS) o 16" O/C. U5E A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR 6Rt ATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAILS/5GREW5 2" FROM E06E. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2xb 4 2x6 MEMBER5. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"xb" U5P WOOD 5GREW5 (OR 6 )14" TRU55LOK 5GREW5) a 16" 0/6. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRL65LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS, REQUIRED, U.N.O.. + FOR STUD P05T GROUPS SPECIFIED ON PLANS AS, (4),(5) OR (b), FASTEN PLY5 w/(20' 0.131" NAILS o b" O.G. OR (2)5"xO.120" NAILS o 4" O.G. (ALL PLY5, FULL HT. OF P05T) • PROVIDE 50LID BLOGKIN5 IN FLOOR 5Y5TEM UNDER ALL P05T5 CONTINUOUS TO FNDJBEARING. BLOCKING TO MATCH P05T ABOVE. • FASTEN 2x WOOD PLATE5 TO TOP FLANGE OF STEEL BEAMS WITH PA.F.'5 ('HILTI' X-GF PINS OR EQUAL) o 16" O.G. 5TA66ERED, OR 1/2" DIA. BOLTS o 45" O.G. 5TA66ERED. • ALL EXTERIOR 4x4 WOOD POSTS, SHALL HAVE U5P C44 GAP 4 PA44E BASE, U.N.O. CONNECTION SPECIFICATIONS (TYP. U.N.0) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J0I5T/13LK'6. NAILS o 4" o.c. NAILS o 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS Q NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS o 6" o.c.* 13LK'6. Ell J015T5 TO TOP PL. 3 TOENAILS 3) 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 9 NAILS IN LAPPED AREA (112 NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5EGTING WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN AGGEPTA13LE ALTERNATIVE TO A 3"x0.120", 5AME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOW seal JUL 09202! ,eWleluryq No 8 9 • ATE OF .- 5�Ca�. e*�r"!SS�ONA1 � ,`���� © copyright: Al & KULP Structural Engineering, Inc. MA project number: 1 95-'1 9004 projedmgr: JSB drawn by, KWF issue date: 0'7-08.2( REVISIONS: date: initiate } LO 0 11 C LEI z � � 1-1 � r U (, o W (r" (� sheet: S0410 R� N WE t : I DI.O 6'-3" 13'-10 1/2" ` ---------- — — — — — — — — — — — — — — — — — — — — — — — PROVIDE SLAB PROVIDE5UNDER ERSGD I I I I I 5EE ARCH. PLAN5 I I I I I I I I I I I I I I I I I SLAB ON E I I I I � I I I I I I I I I I I I I I I 4 I I I DLo I 4° — — — — ----- r— Y6HxI2"Yi ---- PLAIN GONG. THIGKENED 5LAB I I 4 I I.0 I GARAGE SLAB I VARIE51 I I 6 � I I I II I I i I Dl.o I L__ I I 6 4 L-----------J ----------------� PORCH I 5LAB I 12" WIDE TURNDOWN x 12" MIN. BELOW GRADE (TYP) ?'-0 1/ Ib'-3" '-01/2 3'-8" 14'-4" 20'-4" 11 38'-4" SLAB FOUNDATION SCALE: 1/8"=1'-O" ELEVATION B mqw GARAGE 5LAB 3 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILL/VIR5IN 501L PORCH 5LAB 3 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILL/VIRGIN 501L 5LAB ON GRADE 3 1/2" GONG. 5LAB W bxb WI.4A.4 MF (OR FIBER ME5H ILO MF) ON b MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILL/VIRGIN 501L HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION HO-1 U5P HTT45 HOLDOWN* FA5TEN BUILT-UP P05T5 SUPPORTING ROOF G.T. TO GMU WALL W (1) U5P 5T-I M5TGM40 5TRAP W (14)Y4" VIA x 2,144" LONG TAPGON5 INTO GMU. N5E ONE 5TRAP TOTAL PER BUILT-UP P05T, U.N.0) *ALTERNATIVE TO 5TBIb ANCHOR BOLT SPECIFICATION: ANGHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P 5PEGIFIGATION FOR ANGHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION W U5P GIA-GEL 1000 EPDXY SYSTEM PER MANOR REGOMMENDATION5. PROVIDE q" MIN. EMBEDMENT INTO GONGRETE. DO NOT LOCATE EPDXY-5ET ANGHOR5 WITHIN 1 94" OF FACE ON CONCRETE FOUNDATION WALL LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • —.. — BEAM / HEADER • r T:T:T:'� EXTENT OF OVERFRAMING • J L METAL HANGER • INDICATE-5 5HEARWALL • INDICATE-5 HOLDOWN I REFER TO 50.0 FOR TYPICAL STRUCTURAL NOTES d SCHEVULES seal: JUL .092021 FF3/41, ` No :9'. ATE OF .•�,�f �'���'�`�;•';�G p F{ A 1%�ti �';ssS1ON © copyright: �16CI}LRAr1i�R8LP Structural Engineering, Inc. acm z J¢ W W Z Z +W a ♦ !7! LF tvfA co � °O E a a' Jz W O SLU y m W g n M&K project number: 195-19004 projectmgr: JSB drawn by: KW R issue date: 07-08-20 REVISIONS: date: initial; IL I.I., m 0 In 11 I-' 0 z (Y) N l LLIU. I UN LLJ D 0LLr*N U� sheet: LEFT HAND SLOB W seal: GMUI BLOCK FOUNDATION PLANN SCALE: I/4"=l'-O" (22N34" 5HEET SIZE) MAWNRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5 AR REIWDRGEMENT MB-I 8F8-OB/OT -- Me-2 Wb-IWOT -- O) #5 M13-3 8f16-113AT (1) •5 0) >5 MR 4 OFI6-25AT 1 0) #5 1 (2) x5 ,3 VERTICAL TIES a 4°o c. w/ 1 180 DEGREE HOOK T45 r�VED LINTEL MANIFAGTURERS ARE: GA5T-GRETE d QUALITY PRECAST CO. NOTE-51 I. ALL LINTEL5 w/ 5PAN5 6REATER THAN 14'-O' SHALL BE PRE5TRE55W. 2. 5HORE FILLED LINTELS A5 REWIRED. 3. ALL LINTELS 5HALL HAVE 4' MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 ksl 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 6ENERAL SMOTURA L NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDIN6 CODE. • FOOTING DE516N - THE5E f OOTIN65 HAVE BEEN E-N6INEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516% ARE AL50 ADEQUATE: FOR ALLOWABLE 501L BEARING GAPAGITIE5 6REATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE 5TILL ADEQUATE. • FA5TEN 51H PLATES TO FOUNDATION HALL5 V41-PA 1/2" VIA. ANCHOR BOLTS a 4'-0" o.c. W 1" MIN. EMBEDMENT INTO CONG. OR U5P FA3-TZ (GONG FND) / 5T2-TZ (GMU FND) 5TR.AP5 N/5PAGIN6 PER MANUF. PROVIDE A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAXIMUM FROM PLATE ENDS (5EE FND DETAILS). • ALL LUMBER EXP05ED TO HEATHER OF' IN CONTACT H/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED 5OUTHERN PINE #2. • BUILDER TO VERIFY GORRO510N-RE515TAW E COMPATIBILITY OF HARDWARE E FA5TENERS IN CONTACT iN/ PRESERVATIVE -TREATED HOOD. CONTACT LUMBER If HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE51614 BASED ON AGI 316. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE 5TREN5TH5 IN 28 DAY5, U.N.O.: f'c = 2,500 p51:....... FoOTIN65 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE HEATHER 5HALL NOT HAVE LE% THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LA65 ON (-*AM 5HALL BEAR ON VIR61N 501L OR 95% COMPACTED FILL. • PROVIDE CONTROL JOINT- AT ALL IN51DE GORNER5 OF 5LAB EDGES, AND OTHER LOGKI IONS WHERE 5LA13 GRACK5 ARE LIKELY TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15-0" MAX) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 5HALL BE 48 BAR VIA. • HOOK5 SHALL 13E PROVIDED AT DI5GONTINI.U)5 END OF REINF. • 6ROUT SHALL BE A5TM C4"I6 F'c=3000 P51 N/ MAX %" A66RE6ATE • CONCRETE MA50NRY UNITS 5HALL BE A5TM GIO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF 1900 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BA5ED ON AGI 550/530.1 •EDREINFORCED GMU GORES (A5 INDICATED ON PLAN) 5HALL BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL AL16N NTH FOO) IN6 DOI^EL. BELCH. PROVIDE MIN 30" LAP 5PLIGE KITH FOOTING DONEL. • GROUT 5OLID ALL REINFOKGED GMU G=LLS AID BOND 5EAM5 • ALL BOND BEAMS ARE TO BE GONTINUOU5 FULL LEN6TH OF HALL • PROVIDE (1) #5 BAR GROUTED 5OLID ON EACH 51DE OF ALL MA50NRY OPENINC75 AND AT ALL HAI-I- GORN=RS. • VERTICAL REINFORCEMENT SHALL BE FIELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE GENTER OF THE MA5ONRY GELL, AND SHALL BE LOCATED AT A MAXIMUM OF V-O" O.G. IN EXTERIOR HALL5. (A5 5HOHN ON PLANS) • ROUGH OPENING5 ARE NOT 5PEGIFIED ON BLOCK. PLAN - 5EE ARCHITECTURAL PLAN5. • ARGHITEGT/BUILDER TO REVIEW d VERIFY ALL BLOCK PLAN DIMEN5ION5 PRIOR TO GON5TRUGTION. an -JAN 201E JUL 092023 `,,0'5 G • FUG/�/ti'�i )Q� ��( E NuSsFt• C 0, ir a= Q :• STATE pF •:•' [VAl © co S ruc ural Engineerinq, Inc. M&K project number: 1 95-1 9004 projectmgr: JSB drawn by: KWR issue date: 07-08-20 REVISIONS: date: nitial: O �z 0. In z z z (Y) Ld LL ®� I �W u O fl m..1 w I-, li sheet: LEF-r HIAND SIIIB In Wwwou — JACK I KIf.70t5 6 L4" U.L,. — — — — — — GI — FI — I I I I � I I GIRDER TRU55 / U5P HTAlb / TIE -DOWN I U5P HTAIb TIE -DOWN \ HIP \ V I xc I GI I DIA I GI I I I I I I Dl.0 GI I I I I I I I I I I I I I I I I I I I Dl.o STRUGTURAL GABLE END ROOF TRU55 --------J- --- --- I I U5P HTAI6 / TIE -DOWN / HIP GIRDER TRU55 V-- A / U5P HTAIb TIE -DOWN DRAG TRU55 DESIGNED FOR 250 PLF W U5P / 21 MPAI GLIPS A 24" O.G. 5D2. (OR APPROVED. ALT) I DI.O I 41 GI G2 - n - - - 8"x8" GMU BLOCK COLUMN (M. OF 3) r-= r=TAII G/Gnl 0 — — — — — — — — — M11KIn TDI IGC,CG n 7d" /I r — ROOF FRAMING PLAN tI SCALE: ELEVATION B i I ® , , .. � •• .l .. :_.,. I�.rr ...a .•,i,�., hr • 1. _•.lug •.: I:. rr • I:. rr .I �I�Iz I� lu 'Ii�!• ,� lip. I�rr ■ CONNECTION SPECIFICATIONS (TYP. U.N.0) CONNECTION TYPE CONNECTOR UPLIFT GAP. FASTENING TRU55 TO DBL TOP PLATE OR BM. U5P RT16A (q) z'X0.148' TO TRU%, (5) 31X0.148" TO PLATE GIRDER TR. TO POST (SPAN 120') U5P HTW20 (20) 11421X0.14811 GIRDER TR. TO POST SPAN >20' 2 U5P HTW20 2290 20 .148" FLUSH BM. TO POST P HTW20 I 20 3'X0.148' VALLEY TRU% TO BASE TRI,55 2 82 71 - 05P MTWI2 820# - 77 X . 2 5TUV TO T -> RTlATZ-1317- ROOF TR65 TO GMU W HTAIb 1810# (9) "X0.148' ROOF GIRDER TR. OR ROOF FLUSH BM. TO GMU U5P HTAI6 Ill N 2 X0.148' HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION HD -I U5P HTT45 HOLDOWN* FASTEN BUILT-UP PO5T5 SUPPORTING ROOF G.T. TO GMU WALL vW/ (1) U5P 5T-I M5TGM4O STRAP w/ (14)Y4' DIA x A LONG TAPGONS INTO GMU. N5E ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) *ALTERNATIVE TO 5T816 ANCHOR BOLT SPECIFIGATION; ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION W U5P CIA -GEL 1000 EPDXY 5Y5TEM PER MANUF. REGOMMENDATIONS. PROVIDE 9" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN I %4" OF FACE ON CONCRETE FOUNDATION WALL mmmmmi LEll • INTERIOR BEARING WALL ® • _ _ _ BEARING WALL ABOVE • -- .. — BEAM / HEADER • I' ' T:T'T EXTENT OF OVERFRAMIN6 • J L METAL HANGER • lilM � � INDICATES SHEARWALL • 1!�- INDICATES HOLDOWN REFER TO 50.0 FOR TYPICAL STRUCTURAL NOTES a scHeouEs seal: JUL 002Z0 K�p1un1 `'�+� G* ,FAA No 7 8 4 TATE OF 00, ' 10,c O R © copyrighA111npINIIll Structural Engineering, Inc, az Z JFC W MZ g Z W a J Q a Cr._ LU JJ Z :�g S� y C aWe M a M&K project number: 195-1 9004 projectmgr: JSB drawn by: KW R issue date: 07-08.20 REVISIONS: date: initial: z } J m LO a °z 0 LO (y) ►-� Ld �e G0 ^ W lux µ., 01) O a- LL [' lL sheet: LEFT HAND S2*OB II seal: Q 0 II t4' MAX HEEL HT. 8" GMU BOND BEAM W/ (1) #5 GONT. 8 REINF. GMU WALL- -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 r ry ar.a/r 4Mr WAS 9/4'■IW PROVIDE 50LID SHIM BETW'N TRUSS 4 CONNECTOR IF TRV% LOCATED LE55 THAN I Ya" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Ya" FROM UPLIFT GONNECTOR, REFER TO TYPIGAL RETROFIT DETAIL F. SEE UPL',.FT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE M015TLRE BARRIER PLATE 05P NOPI OR SIM) 0 EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x4 CATS 0 16"o.c. - FASTENED TO GABLE END TRUSS w/ (2)3"XO.131" TOENAILS. PROVIDE (1) U5P RT3A CLIP o OVERHANGS > 12' GABLE END VERTICAL WEB REINFORCING AS REQURIED BY TRJ% MANUF. U5P H6AMIO - CLIP 0 3b"ox- EXTERIOR 5FEATHIN6 EDGE NAILING - 2 Ya"xO.131'� NAILS 0 6"o c. PROVIDE M015TL RE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (U5P NOPI OR SIM) 8" GMU BOND BEAM w/—I (1) #5 BAR GONT. W REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. 5PEG5 FASTEN 5HEATHIN6 TO 2x4 BLOGKIN6 w/ 2 %'xO.113" RIN6 SHANK NAILS o 6"o.c. ROOF SKIS SHALL BE GONT. 24" MIN ONTO.ROOF 2x4 BRACE w/2x4 T-BRAGE, SPACED 0 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' w/ 3)14"x0.131" NAILS 0 12' O.G. -VERT YIALL REINF. TO EXTEND INTO BOND BEAM TYPICAL SHEAR TRANSFER DETAIL sGAI.S 514'■I'-O' NOTES: I. 2X PT 5UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUGK TO MA50NRY W/ (1) ROW OF %N4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I-Y2" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED N GUT NAILS OR EQUIVALENT. 5TRUGTURAL GONNEGTION OF WINDOW TO 5TRUGTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS 5TA66ERED 0 12" O.G. 0 EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREtVENT5 (EA5TENIN6) ARE MET. 5. ADDITIONAL WOO BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2-,§"xO.131" NAILS o Ib' O.G. FASTEN NINDON TO 2X PER NINOON MANUFA67URER'5 5PEG5. BY WINDOW/DOOR b. FASTENING 5PEGIFICATION5 ARE MINIMUMS. ANY FA5TENI% RE GUIRENENT5 MANUFACTURER PROVIDED BY THE MANUFAGTURER WHICH ARE GREATER THAN THOSE SPECIFIED SHALL SUPERSEDE TH05E OF NOTES 1-5. DOOR BUCK DETAIL J° WAZ ► s 2x4 BLOCKING w/ (3)3 Y4 xO.I31" TOENAIL5 EACH END (4) 3 1/4"x0.131 WAILS PROVIDE 2x4 BLOCKING 0 45" O.G. IN FIRST (3) BAY5 OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM CHORDS FASTEN DRYWALL TO BLOCKING w/5GREYtS /NAIL5 o 6" O.G. �0 4v 6 2xbxl2" P.T CENTER BUc • Ya" VIA. J-BOLT* (SEE BELOW) 2X4 P.T. TOP BUCK IZ • 2X8 P.T. BUCK EACH Q 51DE OF OPENING • PROVIDE (5))5' DIA. J-BOLT* PV 5Ya" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE (1)Ya" x �(6' N THICK WA5HER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY 5PAGEO APPROXIMATELY 24" O.G) * PROVIDEV DIA. x 8" LONG U5P 5GREVeOLT OR APPROVED EQUAL IN PLACE OF J-BOLT IF MI55M DURING GON5TRUGTION 6ARA6E DOOR BUCK DETAIL Nlz/ Wa WS — — — (V #5 IN — — — BOND BEAM ;I I (1) #5 BAR IN PRECAST LINTEL I (2) #69 VERTIGAL IN GROUT FILLED GELL. IN N4LL5 GREATER THAN 30" WIDE, ONLY (1) #5 15 REQUIRED (1) #5 VERTIGAL IN GROUT FILLED GELL (IF REQV PER PLAN) ENTIRE GOLUMN TO BE GROUT FILLED PROVIDE # OF DOYEL5 0 SLAB TO FIN. FL. MATCH VERT. BARS w/ 30 MIN LAP SPLICE NOTE: ALL HOOK5 AND 5PLIGE5 TO BE CONSTRUCTED AND 51ZED PER NOTES 6ARA6E DOOR OL�)VERT. REINFORCIN6 DETAIL 1G1W5 MIS SEE DETAIL I FOR ADDITIONAL CONNECTION INFO NOT 5HONN HERE FASTEN EA, ROOF TRU55 TO GMU w/ U5P HTNMIb TWIST STRAP. FASTEN STRAP TO GMU wl (4)y4' DIA. x 2Y4' LONG POYFRBOLT 5GREJNS PROVIDE M015TURE BARRIER PLATE (USP NOPI OR SIM) o EACH TRUSS. PROVIDE 2x FLAT BLOGKING FIT TIGHT TO ROOF TRUSSES o EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3Ya" LONG TAPGON5. FASTEN BLOGKING TO ROOF TRUSSES W (2) 3 Ya'x0.131" NAILS o EA. END. DRETROFIT DETAIL !GALS WNW PER 2011 EIK• 6TH ED, R103.12.1: SOFFITS AND THEIR ATTACHMENTS SHALL BE CAPABLE OF RE515TIN(5 WIND LOADS 5PEGIFIED IN TABLES R3012(2) AND R30I.2(3) FOR WALLS U51N6 AN EFFECTIVE WIND AREA OF 10 SQUARE FEET. NOTE: COORDINATE SOFFIT OVERHANGS WITH ARCH AND TRU55 MANUF. DRANIN65 BATT OR BLOYAI — INSULATION PER ARCH FIBERGLASS 5HINGLE5 OR TILE ROOF PER ARCH -� WA2XI REFER TO 501DFOR r fflow,- r *INFORMATION . 8" GMU BL OGK TYP. C,ONG. 5LA13: REFER TO FOUNDATION DETAILS (FDI.0) A PLAN a. Z GRADE '4 I-III=11 I I I -I I I -I I I = I I I -III -I -I _ 4 T(=—III—III III—III=III- GLEANS 1j—I I I,,-11' MONCH_ITHIG FOUNDATION GOMPAGTEO I'-0. YV (2) #5 HORIZ. CONT. ON FILL o 95% MIN. CHAIRS (3" MIN. C40VM STANDARD DENSITY TYPICAL I -STORY WALL SECTION \\I 50ALE: N.T.S. 1 / ♦ '-� r OF MA50NRY LINTEL TO 1 O. OF . _ j DONEL STANDARD HOOK MA50NRY '" LINTEU B. a FOR ► / • MITRE PREGAST GONGRETE LINTEL5 TO 5HARE BEARING ON 61W GMU GC11 I". GROUT LINTEL A55EMBLY 50LID Ea' MAX. H HEEL HT. / MB-2 PRECAST LINTEL -5EE PLAN REIPF.6ROUTED — 8"x8" GOLUMN w/ (1) #5 BAR (1) #5 BENT DOYFL — 25% MIN. LAP 5PLIGING 4 w/ STANDARD HOOK GONNEGT EN05 OF MITRED MASONRY LINTEL5 w/ (1) #5 BENT DOYEL PORCH CMU CORNER COLUMN DETAIL BOND BEAM w/ GONT. (1) #5 REBAR CONNECT ENDS OF MITRED MA50NRY LINTELS w/ (1) #5 BENT DOYEL INTER5EGTIN6 MB-2 LINTEL -ANGLE GUT AS 5HOYAt ON PLAN VIEW JUL 092023 �``13. FRP(P���i No 7 t84 qt ATE OF " strp pj(eering,Inc 0 CD z w w N z $ co rn z w a J Q oc LU chi a m C/3 >> 0° E e JQ z p N �o g W ® c I c M a AW M&K project number: 195-19004 projectmgr: JSB drawn by: KWR issue date: OT08-20 REVISIONS: date: Initial: W Z) .J z �W � ro V V CCf) O Z 0 M LO Q q O LO z (y) LJL, I U u" 1 0 0- "" M LL sheet: n i/ 1 *® al in 8" GMU 8" GMU BLOCK BLOCK TYP. 5LA13 ON GRADE: CONCRETE LE06E CAN 8" GMU BLOCK BE REPLACED BY GMU TYP, SLAB ON GRADE: 3 1/2" GONG. SLAB W/ bxb T) #5 FROM FTC. BOTTOM cotirz5£ GUi O) #5 FROM FTC. TO BOND 3 1/2" GONG. 5LAB w/ bxb T) #5 FROM FT6. WI.4xl.4 WWF (OR FIBER ME5H SPLICE BOND BEAM' TO 5LOPE OF 6ARA6E BEAM. SPLICE TO BE MIN. W1AAA MF (OR FIBER MESH To BOND BEAM. ILO MF) ON b MIL VAPOR `�PLIG£ TO BE MIN. SLAB 30' GROUT CELL 50LID ILO MF) ON b MIL VAPOR SPLICE TO BE MIN. 30 6ROUi CELL 30" GROUT CELL BARRIER ON 4" MIN. 50LID TYP. GARAGE 5LAB: TYP• PORCH SLAB: BARRIER ON 4" MIN. 50LID GRANULAR FILL ON 95% 4" LONG. SLAB ON 4" 4' CONIC. SLAB ON 4" MIN. GRANULAR FILL ON 95% COMPACTED FILLMR61N 501L ;� MIN. GRANULAR FILL ON GRANULAR FILL ON cFA GOMPAGTED FILL/VIR61N 501L MATCH GhU q5% GOMPAGTED COMPACTED FILL/VIRGIN 501L LEDGE PER FI R61N SOIL " z g I/FDI.O A ;► X a , III III III III=1 a a=1 ;I,III—I� III III 11T—I h ��=I=1 I- —I 111=_ —III d—I i i—III—I 1-1' R III —III III—III-1 ii J 1 —1 " _I _I I I-1 11=1 11 I: —I I I III 1- l 11=1 11 I (-1 , 1=1—III � 11 I 11=1 I I i I 1=i 4 III III III 11591—III 4 —III III —III `III —III—I I_I—III III— — 1=1 11=1 11=1 1- JOINT =1 11=1 I lit _ =1TI- i 1ON = — I 1=1 —111-111=—I —1 1= III-1 I' —I 1=1 1=1 1=1 -11 111=1ll= = I _ —I 11=111=1 1=1 - I " =T 111=111 1J1 - CLEAN " —11=1 MONOLITHIC FOUNDATION "' III— _ _ I i MONOLITHIC FOUNDATION COMPACTED W/ (2) #5 HORIZ. GONT. ON COMPACTED =III; MONOLITHIC FOUNDATION GLEAN —I�(— -' NU (2) S5 HORN. GONE. ) COMPACTED CHAIRS T3" MIN. COVER) FILL o 95% I IN CHAIRS (3" MIN. COVER) FILL o 95AS I -0 W/ (2) #5 " MIN. COVER) ON I -0 FILL 0 95% STANDARD MIN. STANDARD MIN CHAIRS (3" MIN. COVER) STANDARD MIN. DENSITY WHERE 2ND STORY DENSITY WHERE 2ND STORY DENSITY WHERE 2ND STORY OCCURS FT6. SHALL BE OGGUR5 FT6. SHALL BE OCCURS FTC. SHALL BE V-4" WIDE w/ (2) #5 BAR5 V-4' WIDE w/ (2) #5 BAR5 1'-4' WIDE w/ (2) #5 BAR5 FOOTIN6 SECTION YNV BLOCK DETAIL &ARA&E CURB DETAIL 3 EXTERIOR WALL 0 PORCH SLAB DETAIL ecKa Imes x�Ka rmd ee" wro 6ARA6E INTERIOR HOUSE INTERIOR TYP. EXT. WALL BEYOND TYP. SILL PLATE -SEE DTL 2/FDI.O -SEE LM I/FDI.O GARAGE SLAB INTERIOR BEARING T V� 7liz SLAB -SEE DTL I/FDI O SLAB ON GRADE -SEE WALL II 9ARAI DTL 2/FDID Z I -SEE DTL I/FDI.O 2x P.T. BOTTOM PLATE . K w/ HILTI X-GF '12 P8 r — + ¢j y SLAB ON GRADE PINS OR EQUAL 0 36" — ::, ri -SEE FND. PLAN OL. 5RADE ' ° e.° , a a III=I I I —I ? <-I °a L 44 12" WIDE GONG. TRENCH FOOTINGIIIIIy ` PLAIN GONG. THICKENED MONOLITHIC FOUNDATION W/ SLAB MONOLITHIC FOUNDATION W/ (2) #5 HORIZ. CONT. ON 12"W (SEE PLAN FOR SIZE) (2) #5 HORIZ. GONT. ON 12'W PLAIN GONG. THICKENED REINFORCEMENT HAIR5 (3" MIN. COVER) MIN. CHAIRS (3" MIN. COVER) MIN. SLABSLABIN. -` DTL I/FDI.O G CENTER FT6.ON (SEE PLAN FOR SIZE) WALL ABOVE TYPICAL THICKENED SLAB TYPICAL THICKENED SLAB TYPICAL SLAB ON &RAPE ® INTERIOR &ARA6E WALL ® INTERIOR 5EARIN6 WALL PERIMETER FOOTING ®6ARA&E ENTRY SCALE: 3/5'*'-0" '� SCALE: N.T.S. �� 5CALE: 3/6"=1'-0" LETTERED DETAIL5 ARE TYPICAL FOR TH15 HOME I$ 5HALL BE IMPLEMENTED IN ALL APPLIGABLE AREA5. THESE DETAIL5 ARE NOT "GUT" ON THE PLANS. NUMBERED DETAIL5 ARE PLAN 5PEGIFIG AND ARE ONLY REQUIRED WHERE 5PEGIFIGALLY INDIGATED ("GUT") ON THE PLANS. GUT EVERY OTHER I" DEEP SAW GUT CONTROL JOINT WITHIN WIRE OF W.W.F. 0 24 HOUR5 OF POUR MID -WAY INTO SLAB CONTROL JOINT-LOGATE JOINTS o SLAB GORNER5 d OTHER AREAS WHERE CRACKS ARE LIKELY TO OCCUR 15' MAX BETW�N SAWGUTS -SLAB ON GRADE -5EE FND. PLAN SCALE: 3/8"=l'-O" LOCATE ®10' TO IS' o.a. OR CORNERS WHERE CRACKS LIKELY TO DEVELOP GROUT LINTEL A55EMB1-Y SOLID BOND BEAM w/ GONT. (1) #5 REBAR PRECAST LINTEL -5EE PLAN CONNECT EACH END OF MASONRY LINTEL, TO TOP of PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24' LEGS (1) #5 FROM FTC. TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL SOLID GLEAN COMPACTED FILL of P-0' 95% STANDARD DENSITY'Ie MIN. TYPICAL PORCH COLUMN CONNECTION DETAIL \,D SCALE: NONE MONOLITHIC FOUNDATION W/ (2) #5 HORIZ. GONT. ON CHAIRS W MIN. COVER) SLAB ON GRADE seal: JUL D OZO23 No 7 4 p• Jr Tl OF w. 'BOO F� O. N PA— © copyright: MULHERN & KULP Structural Engineering, Inc. Ian z Z _J i2 W _C �elz, �Wat J Q a E U � a C� x E WF— y � 7 2J m e QE J Z •� W � 0 Sy M n M&K project number 1 95- 1 9004 project mgr: JSB drawn by: K}jj R issue date: 07-08-20 REVISIONS: date: initial: Ld � J Z �jO� V 2 Q� 2 W U 0 W wi�• Z J m � O �. 0 z c� L ! U. Z _ UJ L ] 00 W_ (L L rLL sheet: FD I oO