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HomeMy WebLinkAboutBuilding PlansMEANS # METHODS NOTES THE 5TRUGTURE 15 DE516NED TO BE SELF SUPPORTING AND 5TA13LE AFTER THE BUILDING 15 FIN15HED AND ALL PLAN, DETAIL, AND NOTE 5PEGIFIGATION5 HAVE BEEN COMPLETED. IT 15 THE CONTRACTORS 50LE RE5PON51BILITY TO DETERMINE THE ERECTION PROGEDURE5 AND 5EQUENGE TO IN5URE THE SAFETY OF THE BUILDING AND 1T5 COMPONENT5 DURING GONSTRUGTION. THI5 INGLUDE5, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE-55ARY 5HORIN6, 5HEETIN6, TEMPORARY BRAGIN6, 6UY5, AND TIE-DOHN5. CONTRACTOR SHALL BE RE5PON51BLE FOR ALL 5HORIN6 AND BRACING REQUIRED TO 5TA13ILIZE AND PROTECT EXI5TIN6 AND ADJACENT 5TRUGTURE5 AND 5Y5TEM5 DURING COUR5E OF DEMOLITION AND CON5TRUGTION OF THE PROJECT. • THE WOOD FRAME STRUGTURE OF THI5 UNIT/MODEL 15 DE5I65NED TO RE515T LATERAL LOADIN65 A5 PERMITTED BY 5EGTION 4.3.5 OF THE 5PEGIAL DE516N PROVI510N5 FOR WIND AND 5EI5MIC (5DPN5). MULHERN+KULP HA5 UTILIZED THE FORGE TRAN5FER AROUND OPENIN65 METHOPOL06Y PER THE REQUIREMENTS 5ET FORTH IN 5EGTION 4.3.52. A5 5UGH, HALL5 WITH OPENIN65 ARE CONSIDERED A 51N6LE 5TRUGTURAL PANEL AND MAY NOT REQUIRE HOLDDOHN5 ADJACENT TO EACH WINDOW/DOOR OPENIN6. • 5HEARWALL5 U5ED IN THE DE516N OF THE 5TRUGTURE ARE DE516NED TO RE545T BOTH SHEAR AND UPLIFT, A5 PERMITTED THROUGH 5E6TION 4.4 OF THE 50PH5. A5 5UGH, 5TUD GLIP5 ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE-515T EXCESS UPLIFT LOAD THAT HA5 NOT BEEN PE50LVED THROUGH THE EXTERIOR 5HEATHING FASTE14ED AT THE TOP 4 BOTTOM OF THE 5HEARWAL.L. TERMITE PROTECTION (ONLY TEWITe BAIT STATIONS Alta TO Be INSTALLIW) TERMITE PROTECTION SHALL BE PROVIDED BY RE615TEREO TERMITIGIDE5, NHIGH MAY INCLUDE 501L-APPLIED TERMITIGIDE5, BAITING 5Y5TEM5 OR TERMITIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METH005 OF TERMITE PROTECTION LABELED FOR U5E A5 A PREVENTATIVE TREATMENT TO NEN GON5TRUGTION. UPON COMPLETION OF THE TERMITE PREVENTATIVE TREATMENT, A TERMITE CERTIFICATE AND/OR A CERTIFICATE OF COMPLIANCE 15 TO BE 155UED TO THE BUILDING DEPARTMENT BY THE BUILDER. THI5 DOCUMENT HILL BE LEFT FOR THE BUILDER WITH THE PAPERWORK PAGKA6E AT THE JOB 51TE-5 PERMIT BOARD BY THE LIGEN5ED PEST CONTROL COMPANY. IT HILL CONTAIN THE FOLLOHIN6 STATEMENT: "THE BUILDING HA5 RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 5UBTERRRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE HITH THE RULES AND LAH5 E5TABL15HED BY THE FLORIDA DEPARTMENT OF ACRIGULTURE AND GON5UMER 5ERVIc.ES LATERAL BRACING Q WALL SHEATHING SPECIFICATIONS THI5 MODEL HA5 BEEN ENGINEERED TO RE515T LATERAL FORGE5 RESULTING FROM UP TO 160 MPH WIND SPEED, EXP. G R15K GATE6ORY II $ 5EI5MIG GATE60RIE5 A/B. ENGL05ED, 0.15 INTERNAL PRE5%RE GOEFF. ENGINEERED DE516N WA5 COMPLETED PER THE 6TH EDITION 2011 FLORIDA RE51DENTIAL 4 BUILDING GODE5 (5EGTION5 R301.1.3 (RE5.) 4 160cl (BUILDIN6)) $ A5GE 1-10 STANDARD EXTERIOR WALL SHEATHING REQUIREMENT5: PI SHEATH ALL EXTERIOR WOOD FRAMED WALL5 w/ 1/2" PLYWOOD OR 05B FA5TENED W/ 2X2"XO.131" NAIL5 ® 6" O.G. ALONG PANEL ED6E5 AND 12" O.G. IN THE PANEL FIELD. I. ALL SHEATHIN6 PANELS 5HALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO 5TUD5) AND IN5TALLED FULL HE16HT OF SHEAR WALL - OR - 2X HORIZONTAL BLOGKIN6 SHALL BE PROVIDED TO SUPPORT ALL UN5UPPORTED PANEL E 06E5 4 E06E FA5TENIN6. 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO 5TUD FRAMIN6 ® I6"o.c. MAX. U.N.O. ON PLAN. 3. SHEATHING 5HALL BE GONTINUOU5 FULL HEI6HT OF 21,0 FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR W6LL5 SHALL HAVE DOUBLE TOP PLATE5 FA5TENED TOGETHER w/ %`x0.131" NAILS ® I6"o.c. U5E (8) 5V2"xO.131" NAILS 0 EA. LAP 5PLIGE. (TYP. U.N.0) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEAR W6,LL5 EXTERIOR WALL5 ARE GONTINUOU5 5HEATHED ABOVE AND BELOW OPENINGS. 6. 5EE ARCHITECTURAL DRAHIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENT5. 1. ALL EXTERIOR HAL 5 CONSIDERED A5 SHEAR WALLS: 8. INHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL. JOINTS SHALL BE ,'>i=F5ET TO FALL ON DIFFERENT FRAMING MEMBER5. INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYON.P THAT OF STANDARD GON5IRUGTION SYMBOL SHEAR PANEL 5PEG. 1/2" PLYWOOD OR 05E3 FA5TENED w/ P3 2Y2"x0.131" NAILS @ 3" o.c. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. NO STAPLE ALT. FOR TH15 A55EM5LY. HOLD-DOWN SCHEDULE SYMBOL 5PEGIFIGATION ® HO-1 U5P HTT45 HOLDONN* FA5TEN BUILT-UP P05T5 50PPORTIN6 ROOF 6.T. TO GMU HALL H/ (1) U5P ® 5T-1 M5TGM40 STRAP w/ (14)Y4" PIA x 2144" LONG TAPGONS INTO GMU. (U5E ONE STRAP TOTAL PER BUILT-UP P05T, U.N.0) *ALTERNATIVE TO 5T5Ib ANCHOR BOLT 5PEGIFIGADON: ANCHOR HOLDOHN UTILIZIN6 THREADED ROD (REFER TO U5P 5PEGIFIGATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P GIA-GEL 1000 EPDXY 5Y5TEM PER MANUF. REGOMMENDATION5. PROVIDE q" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOGATE EPDXY-5ET ANGHOR5 WITHIN 13/4" OF FACE ON CONCRETE FOUNDATION HALL 6ENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BA5ED ON bth EDITION (2011) FLORIDA BUILDING GORE • FOOTIN6 DE516N - THE5E FOOTIN65 HAVE BEEN FN61NEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 6REATER THAN THE 1500 F'SF MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THESE FOUNDATION DESIGNS ARE STILL ADEQUATE. • FA5TEN 51LL PLATES TO FOUNDATION HALL5 WITH 1/2" PIA. ANCHOR BOLTS 0 4'-0" o.c. w/ 1" MIN. EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG FWD) / 5T2-TZ (GMU FWD) 5TRAP5 w/5PAGIN6 PER MANUF. PROVIDE A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAXIMUM FROM PLATE EN05 (5EE FND DETAILS). • ALL LUMBER EXPO5ED TO HEATHER OR IN CONTACT H/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED 5OUTHERN PINE #2. • BUILDER TO VERIFY GORROSION-RESISTANCE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO COORD. • CONCRETE DE516N BA5ED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAY5, U.N.O.: f'c = 2,500 psi:....... FOOTINGS 2,500 psi:....... 5LAB5 ON CRAPE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON VI%IN 501L OR g5% COMPACTED FILL. • PROVIDE CONTROL JOINT5 AT ALL IN510E GORNER5 OF 5LAB ED6E5, AND OTHER LOGATION5 WHERE 5LA5 GRAGK5 ARE LIKELY TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15-0" MAX) • MINIMUM LAP SPLIGE5 ON ALL REINFORCEMENT SHALL EE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX %" AGGREGATE • CONCRETE MA50NRY UNITS 5HALL BE A5TM GqO WITH A MINIM M GOMPRE551VE 5TREN6TH OF Ig00 P51 (FM = 1500 P51). ALL MORTAR SHALL BE A5TM 6210, TYPE 5. GMU DE516N 6A5ED ON AGI 530/530.1 • REINFORGED GMU GORE5 (A5 INDICATED ON PLAN) a!ALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALI. EXTEND INTO BOND BEAM AT TOP WALL. AND 5HALL AL16N WITH FOOTING DOYEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOI^EL. • 6ROU1 SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE GONTINUOU5 FULL LEN6TH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENIN&5 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY GELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0' O.G. IN EXTERIOR HALL5. (A5 5HOHN ON PLANS) • ROUGH OPENIN65 ARE NOT 5PEGIFIED ON BLOCK PLAN - 5EE ARCHITECTURAL PLANS. • ARGHITEGT/BUILDER TO REVIEW 4 VERIFY ALL BLOCK PLAN DIMEN51ON5 PRIOR TO GON5TRUGTION. fLA -.IM 20I8 GARAGE 5LAB 3 1/2" GONG, 5LAB ON 4" MIN. 6RANULAR FILL ON 95% GOMPAGTED FILLNIRC71N 501L PORCH 5LAB 3 1/2" GONG. 5LAB ON 4" MIN. 6RANULAR FILL ON 95% COMPACTED FILLNIR6IN 501L 5LAB ON GRADE 3 1/2" GONG. 5LAB W (6xb WIAAA WWF (OR FIESER MESH ILO WWF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILLNIR6IN 501L FLOOR FRAMIN6 • I-J015T5/TR155E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • I-JO15T/TRU55 SHOP DH65. 5HALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 25/52" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TONGUE AND 6ROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS A b" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMING • ERECT AND IN5TALL ROOF TRU55E5 PER NTGA 4 TPIS BG51 1-14 "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5." • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHING SHALL BE l/Ib" MIN. 0513/PLYWOOD 5HEATHIN5 2%, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ R5R5-01 (2-%x0.113' RING SHANK) NAIL5 0 b' O.G. o PANEL E[X5E5 4 0 b' O.G. IN FIELD. PROVIDE "H" STYLE CLIP5 ALON6 UNSUPPORTED ED6,E5. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TR 6615 W R5R5-01 NAILS a 3" O.G. • ROOF SHEATHING FOR MAIN ROOF 1 5W5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL LARGE VALLEY 5B 5. FASTEN EACH END TO TRU% BELON W U5P MTNI2 AND (2) 3"x0.131" TOENAIL5 TO EACH TRU55 BETWEEN. FOR 5MALL OR IRREGULAR AREA5 OF OVERFRAMIN6, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN6 o 24" O.G. FA5TFNED TO TRU% BELON w/ U5P MTH12 4 (2) 3"x0.131" TOENAILS EA. END (MAX. 4' LENGTH BETHEN 5UPPORT POINT5) • ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU% MANUFACTURER, UNLESS OTHERWISE NOTED. • ROOF TRU% SHOP OWGS. SHALL BE SUBMITTED TO ARGH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 5HORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING W(2) 3"x0.131' NAILS 0 16" O.G. 0) 3'x0.131" NIAIL5 a 24' O.G) rx -FL- ocT. i i` - MINI I:.rr :.rr Iu� •� �:. u. it'• ZA R I I IHII, aI.;N 1z4rr Windoii $ Door Allowable Wind Pre55ure5 UP TO Ib0 MPH Wind Zone Exp G R15k Gat 11, Endo5ed 0.18 Internal Pre55ure Goeff. OPENIN6 51ZE INTERIOR ZONES END ZONIE5 3'-0" X 6'-8" DOOR AI +55.6 P5F/-38.8 P5F ®+35.6 P5F/-46'i P5F 2'-0" X 3'-0" HNON BI +31.3 P5F/-405 P5F 82 +31.3 P5F/-461'18 P5F 3'-0" X, 5'-0" HNIDH @ +565 P5F/-3q.6 P5F 9+56.5 P5F/-482 P5F 8'-0" >( 1'-0" DOOR DI +332 P5F/-36.3 P5F D2 +332 P5F/-41. I P5F 16'-0" X 1'-0" DOOR EI +31.1 %F/-34.8 P5F 0+51.1 P5F/-38.6 P5F 6-0" X 6-8" 5.6.0. FI +32.4 PW-35.4 P5F F2 +32.4 P5F/-41 ' P5F ® End Zone Is defined as the smaller of 10% of least horiz. dim. or 40% mean rod height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here are allowable pressures W a max. in ")roof height of 25ft. Values are permitted to be converted per A56E 1-10 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. • DE516N 15 BA5ED ON: 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BA5ED ON NDS, "NATIONAL DE516N 5PECIFIGAT10N FOR WOOD GON5TR1,1GTION" - LATEST EDITION. • DE-516N LOAD5: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 F15F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (30 P5F 0 5LEEPIN6 AREAS) DEAD = 10 P5F (I-JOI5T5 4 50LID SAWN) (20 P5F ® TILE) LATERAL (5EE NOTE5) 5E15MIG (5EE NOTES) 501L 5EE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMING • ALL TYP. NAIL FASTENER R:EQUIREMENT5 ARE NOTED IN 5TANDARD GONNEGTION5 TABLE (IRG TABLE R602.30)) OR ON PLANS. ALL NAILS 5PEGIFIED ARE MIN DIAMETER AND LEN6TH REQUIRED FoR CONNECTION. ALL HANGER NAILS 5HALL BE INSTALLED PER MANUFACTURERS REQUIREN'ENT5 FOR MAX CHARTED GAPAG11Y NOTE: HAN6ER5 U5E COMMON NAIL DIAMETER5 NOT TYPICAL FRAMIN6 6UN NAILS. • EXT. 4 INT. BR6 HALL5 SHALL BE 2x4 (UNLE55 NOTED OTHERWISE ON PLAN) 0 16" O.G. 5PF OR 5(P #2 GRADE LUMBER, OR BETTER, U.N.O. WALL5 OVER q' TALL 5HALL BE PER PLAN • ALL HEADERS, BEAMS 4 OTHER. 5TRUGTURAL MEMBER5 SHALL BE 5PRUGE-PIPE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BE11ER (KILN -DRIED). ALL HEADERS HAVE BEEN DE516NED BA5ED ON GALGUL %1ED LOADS 4 51ZE D ACCORDINGLY, CODE TABLES HAVE NOT I SEEN U5ED. • ALL NON -BEARING INTERIOR 5TUD W4\LL5 SHALL 61 CON5TRUGTED WITH 2x STUD' GRADE MEMBER5 5PAGED 0 24" O.G. (MAX., U.N.0) • HEADER5 IN NON -LOAD BEARIN6 WALLS SHALL BE: (02x4/6 FLAT ,% OPENIN65 UP TO 4', (2)2x4/6 FLAT UP TO 6'. r ALL FRAMING LUMBER 5HA-L BE DRIED TO 15% MG (KD-15). • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING • 'L5L' - Fb=2325 psi: Fv=310 psi; E=155x10"b psi • 'LVL' - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi . FOR 2 4 3 PLY BEArt OF EQUAL WIDTH, FA5TEN PLIE5 T06ETHER WITH 3 ROWS OF 3"xG.120" 'NAIL5 0 8" O/G OR 2 Rc>H5Y4"x�0/2" U5P WOOD 56REH6 (OR TRU55LOK 5GREW5) 0 16' o/G. U5E A MINIMUM OF 3 ROK5 FOR. BEAM DEPTHS OF 14" CAR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL56GREIA6 2" FROM ED6E. 50110 3Y2" OR 5,144" BEAMS ARE AGGEPTAOLI E. U5E 2 ROW5 OF NAIL5 F oR 2x6 4 2x8 MEMBER5. • FOR 4 PLY BEAM OFf EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROH5 OFY4"x6 U'5P WOOD 5GREH5 (OR 6 %" TRU%LOK 5(' REN5) 0 16" O/C. U5E A MINIMUM OF 4 ROH5 FOR BEAM DEFTH5 OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU%LOK 5GRE05). LOCATE TOP AND BOTTOM 5c%RENS 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE, • ALL HEADER5 5HALL BE 5UPPORTED BY (1)2x JAG1. STUD 4 (02x KING 5TUD, MINIMUM. - THE NUMBER OF 5TUD5 5PEGIFIED AT A 5UPPORI INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • FOR STUD P05T GROUPS 5PEGIFIED ON PLANS A5 (4),(5) OR (b,', FA5TEN PLY5 w/(20'x0.131" NAIL5 0 b" O.G. OR (20"x0.120" NAILS 0 4" O.G. (ALL PLY5, FULL HT. OF P05T) • PROVIDE SOLID BLOGKINC IN FLOOR 5Y5TEM UNDER ALL PO5T:a GONTINUOU5 TO FNDJBEARIIN6. BLOCKING TO MATCH P05T ABOVE. • FA5TEN 2x WOOD PLATES TO TOP FLAN6E OF 5TELL BEAMS WITH P.A.F.'s ('HILTI' X-GF Pi IS OR EQUAL) 0 16" O.G. 5TA66ERED, OR 1/2" PIA. BOLT5 0 48" O.G. 5TA56ERED. • ALL EXTERIOR 4x4 WOOD P05T5 5HALL HAVE U5P C44 GAP 4 PA44E BA5E, U.N.O. CONNECTION SPECIFICATIONS (TYP. U.N„O) DE5GRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE 0) TOENAIL5 (3) TOENAIL5* _ 50LE PLATE TO J015T/BLK'G. NAILS 0 4" o.c. NAIL5 0 4" o.c. 5TUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* _ TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAIL5 _ RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAIL5 0 6" o.c! BLK'6. BTHN. J015T5 TO TOP PL. 3 TOENAIL5 (3) TOENAIL5* _ DOUBLE 5TUD NAILS 0 24" oc. NAIL5 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAIL5 0 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA _ II NAIL5 IN LAR ED AREA TOP PLATE LAP 0 CORNER5 it INTER5EGTIN6 HALL5 (2) NAIL5 •,� (2) NAIL5 * 2142"x0.113 15 AN AG( EPTAB..E ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER' OF NAIL5.�� (ONLY AG( EPTAE3LE WHERE * ARE 5HOWN) n seal: U L-i 26 trrrU G r.F- ay, •tea �Q, �� G ',: h � , �(y� No bi SyEOF }� .4.OR SS....... >� N A� © copyright: MULHERN & KULP Structural Engineering, Inc. 0. CD z_ m w w z S co a: z ,+ w a J � cc a Z= �CE H- U W = M s UJ 1- m m B a a .- �a W ® 8 c /n m 7 W o N i� oe M a M&K project number: 1 95- 1 9004 projectmgr: JSB drawn by: KAR issuedate: j 0-06-20 initial: w UJ Ld V r0 V co LW 1� 01 JI } LID 0) d' Q Z I-- J IL a Li.l r- 0 U tz ry 0 u 1 l-, U_ sheet: ra 0 5W-4° 13'-10 1/2" I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PROVIDE 5LAB REGE55UNDER 5GD I I I I I I 5EE ARCH. PLANS I I I I I I I I I I SLAB ON GRADE I I I I I I I I I v/6o I I I I I I I I a I I I I \fib I I bh I I I I I I I 4 I I 1.0 I 411 t— ------- —STEP ---- — I II — — — I 6"Hx12"W PLAIN GONG. THICKENED 5LAB 4 I I I DI.O I I I I I GARAGE 5LAB I I VARIES � I I (I I I I DI.o I I I II ---J L J I I — — — — — — — — — — — 4 6 I_ L---------- 5LAB ------ L— — — — — — — — — — — — — -- 12" WIDE TURNDOWN x IT MIN. BELOW GRADE (TYP) 14'-4" 11 3'-8" —0 1/2 I6'-3" '-0 1/2 151-0" 201-4" 11 38'-4" 0 GARAGE 5LAB 3 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILL/VIRGIN 501L PORCH 5LAB 3 112" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON 15% GOMPAGTED FILL/VIRCGIN 501L 5LAB ON GRADE 3 1 /2" GONG. 5LAB W bxb NI AA A NNF (OR FIBER MESH ILO MF) ON b MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILL/VIRGIN 501L HOLD-DOWN SCHEDULE SYMBOL 5PEGIFICATION HD —I U5P HTT45 HOLDOWN* FA5TEN BUILT—UP P05T5 5UPPORTING ROOF G.T. TO GMU WALL W (1) U5P 5T-1 M5TGM40 5TRAP w/ (14)y4" VIA x 21W LONG TAPCON5 INTO CMU. NSE OWN 5TRAP TOTAL PER BUILT—UP P05T, U.N.0) *ALTERNATIVE TO 5TBI6 ANCHOR BOLT 5PEGIFIGATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO USP 5PECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P CIA —GEL 1000 EPDXY 5Y5TEM PER MANUR REGOMMENDATION5. PROVIDE 9" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN I %-- OF FACE ON CONCRETE FOUNDATION WALL LEGEND • ® INTERIOR BEARING WALL • �___� BEARING WALL ABOVE • — .. — BEAM / HEADER •":T'T EXTENT OF OVERFRAMING • J L METAL HANGER • INDICATES SHEARWALL • INDIGATE5 HOLDOWN REFER TO 50.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES seal: l u 6 DC N 9 ATE OF •� -`���S�0 N ALS�`�� �11111111\\\ © copyright : MULHERN & KULP Structural Engineering, Inc. az Z JW W N Z Q CD Z W d J � It Q a E U UJ2 y > to 2a aA _J Z W � O y co29 9aIV 1 M&K project number: T 95-1 9004 projectmgr: JSB drawn by: KAR issue date: 10-0 &20 REVISIONS: date: nitial: U z r— �ii 0 d0) Lo Lo Z J Ll C9 CY ui Z 0 QI 0 �+ 0) O 0 LL.I °- LL rN LL sheet: RIGHT HAND SLOB CMU BLOCK FOUNDATION PLAN 5GALE: I/8"=1'-O" (IINIT' SHEET SIZE) ELEVATIO 5GALE: I/4"=1'-O" (22"x34" SHEET SIZE) 0 N n O � MASONRY LINTEL. DETAILS REIN--ORGEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT 1113-1 8F8-OB/OT --- -- M13-2 8F8-18/01F (1) a5 MB 3 M15-4 8FI6-2B/IT Q) a5 (� u5 #3 VERTICAL TIES o 4•oL. W 180 DEGREE HOOK T!B ADD LINTEL MANUFACTURERS ARE., GA5T-GRETE d QUALITY PREGA5T GO. NOTES: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN i4'-0" SHALL BE PRE5TRE55ED. 2. 5HOF:E FILLED LINTEL5 A5 REG RUED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=60 ks1 I b. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. I GENERAL STWCTI UAL NOTES FOUNDATION • DE516N 15 BA5ED ON 6th EDITION (20f1) FLORIDA BUILDING CODE. • FOOTING DE516N - THE5E FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THE5E FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE5E FOUNDATION DESIGNS ARE 5TILL ADEQUATE. • FA5TEN 51LL PLATE5 TO FOUNDATION WALLS WITH 1/2" VIA. ANCHOR BOLTS o 4'-0" o.c. W T MIN. EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG FND) / 5T2-TZ (GMU FND) 5TRAP5 W5PAGING PER MANUF. PROVIDE A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAXIMUM FROM PLATE ENDS (5EE FIND DETAIL5). • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL. BE PRE5ERVATIVE TREATED 50UTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANCE COMPATIBILITY OF HARDWARE t FA5TENER5 IN CONTACT W PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER $ HARDWARE 5UPPLIER5 TO WORD. • CONCRETE DE516N BA5ED ON AGI 518. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAY5, U.N.O.: f'c = 2,500 psi:....... FOOTINGS 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR f EXTERIOR) fy = 60,000 psi ...... REBAR. • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN -7% AIR ENTRAINMENT. • ALL FOOTINGS 5HALI_ BEAR AT LEA5T 12" BELOW FIN15H 6RADE. • FOOTINGS AND 5LAFYi ON GRADE: 5HALL BEAR ON VIRGIN 501L OR 95% COMPACTED FIL L. • PROVIDE CONTROL JOINT5 AT ALL IN51DE GORNER5 OF 5LAB E06E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15'-0" MAX) • MINIMUM LAP 5PLI( E5 ON ALL REINFORCEMENT 5HALL BE 48 BAR DIA. • HOOK5 5HALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT 5HALL BE A51 M C4-fb F'c-:3000 P51 W MAX %" AGGREGATE • CONCRETE MA50NRY UNITS SHALL_ BE A5TM C90 WITH A MINIMUM GOMPRE551VE 5TRENi OF 1400 P51 (FM = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BA5ED ON AGI 530/530.1 • REINFORCE)) GMU GORE-5 (A5 INDICATED ON FLAW 5HALL BE REINFORCED W (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE: WITH FOOTING DOWEL. • GROUT 50LID ALL MINFORCED GMU GELL5 AND BOND BEAM5 • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • 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, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS 5HOWN ON PLANS) • ROUGH OPENIN65 ARE NOT 5PEI IFIEb ON BLOCK PLAN - 5EE ARCHITECTURAL PLAN-5. • ARGHITEGT/6UILDER 10 REVIEW d VERIFY ALL BLOCK PLAN' DIMENSIONS PRIOR T() CONSTRUSTION. A y _ ,,,, �,• sear 26 2020 No 24 .9: S01. T OF .: 0 R 1 o P,••.? ' ONA\- (D copyright: MULHERN & KULP structural Englnee6ng, Inc. cv z °U W Z N CD Z; 93 z W c<.. J a � dF- H- c3 e b a m � � J m E W �® e H m:6 ova n oWC M&K project number: 1 95- 1 9004 projectmgr: JSB drawn by;; KAR issue da e: 1 0-06-20 REVI$10 S: r date) Initial: w W za W 0 FILE 0 Q. U 0 z )P � Q }0) iz < La-. ® Z -J Q0 0 L z 0 U U ® O r-1 Ul sheet: RIGHT HAND 1.1 WBh ROOF FRAMING PLAN G/ Al C I /an-11 nn 0 I n •• • •Ir • W ONE*," - ® r• •/ �. 0 _ .. • ICE re• .�� - AiJu•t h• •I, 1. �I�uUR ,i: hr%9l 1:. �.. I IC vn �Iicic'.t II.. lu •Ii�r. I� f.' 12 �� �.Fkl�.i �. l." n:. CONNECTION SPECIPICATION5 (TYP. U.N.0) CONNECTION TYPE CONNECTOR UPLIFT GAP. FASTENING TRU% TO DBL TOP PLATE OR IF U5P RTIbA (q) V21XO.1481 TO TRU55, (8) 3'X0.148' TO PLATE GIRDER TR. TO P05T (SPAN 1209 U5P HTW20 11454 (20) 'X0.I48' GIRDER TR. TO P05T SPAN >209 U5P HTW20 229 2 'X .148' FLUSH BM. TO P05T U5P H 0 I 20 3'XO.I48 V, ' TO BASE TRU55 LroP MTN12 820# 2 X . 71br-BUILT OVERFRAMIN6 ZIP MTW12 820# X0. 2 ,T R 2 ROOF `fRU% TO CMIJ U5P HTAlb 1810# (q) 'XQ.148' ROOF GIRDER TR. OR ROOF 7 UU 41' BM. TO GMU U5P HTAI6 18i0# (� 2"XO.I48' HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION HD-1 U5P HTT45 HOLDOV'Al' FASTEN BUILT-UP P05T5 SUPPORTING ROOF G.T. TO CMU WALL W (1) U5P 5T-1 M5TGM40 STRAP W (14))'4" VIA x 2A LONG TAPGONS INTO GMU. NSE ONE STRAP TOTAL PER BUILT-UP P05T, U.ND) 'AALMRNATIVE TO 5T5I6 ANCHOR BOLT SPECIFIGATION• ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P SPEGIFIGATION FOR ANCHOR DIAMETER), EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P GIA-GEL 7000 EPDXY 5Y5TEM PER MANUF. RECOMMENDATIONS. PROVIDE A' MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN I %" OF FACE ON CONCRETE FOUNDATION WALL LEGEND • INTERIOR BEARING WALL ® • _ _ _ BEARING WALL ABOVE • — • • — BEAM /HEADER • f ' :' :' :'1 EXTENT OF OVERFRAMING • J L METAL HANGER • INDICATES SHEARWALL • 1!0- INDICATES HOLDOWN REFER TO 50.0 FOR TYPICAL STRUCTURAL NOTES e sc►+EvuLes seal: pQT�l2,s-2020 1Sc No 7 4 E OF T ,cTO R 1,Q1?..1 1, i••Fss 1O N A11 © copyright : MULHERN & KULP Structural Engineering, Inc. CD Z JW W Z CD +W d J � Q n H ♦LU ? Q E F- v !n 'g m _< QE H JZ M W 2 Sy m `C g a M&K project number: 195-19004 projectmgr. JSB drawn by: KAR issue date: 1 0-06-20 REVISIONS: date: initial: Ld LLJ z 2 O g� -Y�a1€I U z L0 a w Q 0 z� CY? z aw r-- I 0 J LL (' ) r--, LL sheet: RIGHT HAND S2e0B clY MAX. / l HEEL HT. 8 GMU BOND BEAM W/ (1) #5 GONT. 8 REINF. GM HALL - -5EE PLAN FOR VERT. S HORZ. REINF. 5PEG5 DETAILTYPICAL SHEAR TRANSFER PROVIDE SOLID SHIM BETINN TRU55 d CONNECTOR IF TRUSS LOCATED LE55 THAN 1)2" FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN I Y," FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL F. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE M015TLRE BARRIER PLATE W NOPI OR SIM) a EACH TRU%. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x4 CATS a 16"o.c. FASTENED TO GABLE END TRUSS w/ (2)3X0.131" TOENAILS. PROVIDE (1) LISP RT3A CLIP a OVERHANG5 > 12' GABLE END VERTICAL NEB REINFORCING AS REGiURIED BY TRU55 MANUF. LISP HGAMIO CLIP a 3b"i EXTERIOR SHEATHING EDGE NAILING - 2Yz"x0.131 NAILS a 61 PROVIDE MOISTURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU W_-F NOPI OR SIM) 8" GMU BOND BEAM .. (1) #5 BAR GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. SPECS FASTEN SHEATHING TO 2x4 BLOGKING w/ 2 s/s"xO.1I3" RING SHANK NAILS a 6"i 1-ROOF 5HTG SHALL BE GONT. 24" MIN I ONTO.ROOF 2x4 BLOGKIN6 W/ (3)3 Y4"x0.131" TOENAILS EACH END (4) 3 1/4' 131 NAILS 2x4 BRACE W/2x4 T-BRACE, L PROVIDE 2x4 BLOCKING a SPACED a 4'1 O.G. MAX. 45" O.G. IN FIRST (3) BAY5 FASTEN 2x4 TO Tw/ 3 Y4''x0.131 ° OF ROOF TRU55E5-GUT TO NAILS a 12' O.G. FIT TIGHT BETWEEN TRU% -VERT WALL REINF. TO BOTTOM CHORDS EXTEND INTO BOND BEAM FASTEN DRYWALL TO BLOCKING w/SGREWS /NAIL5 a 6" O.G. TYPICAL SHEAR TRANSFER DETAIL ® 6ABLE ROOF will Aw,1w NOTES: I. 2X PT BUGKS/NAILER5 SHALL EXTEND BEYOND INTERIOR FAGE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF Vx4' TAPGON5 6" FROM ENDS AND 16' O.G. MAX TAPGON5 TO BE I-Y2" MIN. FROM EDGE OF SUCK. 2. BUCKS LESS THAN 2X TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHERS IN TH15 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL "WAY BE ADDED TO EXISTING 2X BUGKEV OPENING, USE 0) ROWS OF 3"xO.13' NAILS 5TAGGERED a 12" O.G. a EA. 5UGGE551VE 51 4. MIXING OF IX AND 2X BUCKS SHALL 13E'ERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQIIREhENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MA" BE FA5TENED TO 2X BUCK W/ (2) ROM OF 244'x0.131" NAILS o I6' O.G. FA5-EN WINDOW TO 2X PER WINDOW MANJFAGTURERS SPECS. BUCK SPECIFIED BY WINDOW/DOOR 6. FASTENING 5PEGIFIGATI01I ARE MINIMU15. ANY FA5TENING REQUIREMENTS MANUFACTURER PROVIDED BY THE MANUFACTURER WHICH ARE GREATER THAN THOSE 5PEGIFIED SHALL 5UPER5EDE THOSE OF NOTES 1-5. Jill 12 2x&12" P.T. CL OF OPENING CENTER BI I s Y2' VIA. J-BOLT'" (SEE BELOW) • 2X4 P.T. TOP BUCK 2X8 P.T. BUCK EACH SIDE OF OPENING I� PROVIDE (5))�Z" VIA. J-BOLT« W/ 5Ys" ® EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE (1)Ys" x 5% u~i v THICK WASHER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) • PROVIDEY" VIA. x 8" LONG LISP 5GREWBOLT OR APPROVED EQUAL IN PLACE OF J-BOLT IF M155M DURING CONSTRUCTION V(AI�A6E DOOR BUCK DETAIL N� I (1) #5 BAR IN PRECAST LINTEL I (2) #5's VERTICAL IN GROUT FILLED CELL. IN WALL5 GREATER THAN 30" WIDE, ONLY (1) #5 15 REQUIRED (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'O PER PLAW ENTIRE COLUMN TO BE GROUT FILLED 0' 0" PROVIDE # OF DOWELS a SLAB TO FIN. FL. MATCH VERT. BARS w/ 3011 MIN LAP 5PI.IGE NOTE: ALL HOOKS AND 5PLIGE-5 TO BE G()N5TRt1GTED AND 51ZED PER NOTES 6ARAi DOOR PERT. REINFORCIN6 DETAIL A W" " SEE DETAIL I FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TPI155 TO GMU W/ U5P HTWMI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4) AN DIA. x 2Y4" LO10 PONER13OLT SCREWS PROVIDE M0151ORE BARRIER PLATE N5P NOPI OR SIM) a EACH TRUSS. PROVIDE 2x FLAT BLOGKI% FIT TIGHT TO ROOF TRUSSES a EVERY OTHER BAY FASTENED TO GMU W (3) Y4' VIA. x 3Ys" LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 w/ (2) 5All NAILS a EA. END. MITRE PRECAST CONCRETE LINTELS TO SHARE BEARING ON 81x8" CM COLUMN. BATT OR B1_OM — INSULATION PER ARCH CP PER 2011 FBG, 6TH ED, R103.12.1: 5OFFIT5 AND THEIR ATTACHMENTS SHALL BE CAPABLE OF RE515TIN6 WIND LOADS SPECIFIED IN TABLES R3012(2) AND R3012(3) FOR WALL5 USING AN EFFECTIVE WIND AREA OF 10 SQUARE FEET. NOTE: COORDINATE SOFFIT OVERHANGS WITH ARCH AND TRU55 MANUF. ORMINC75 • 501D FOR ORMATION j� ��ti3♦ GFILING BOARD 20191 TYP. GONG. SLAB: REFER TO FOUNDATION DETAILS (FVLO) d PLAN .G . Y., . - a Z! CRAVE 3 III-11. =_ 1 -1I1=III- 7 .I I1=—=—�1=1I 1=1 —I I_1TfT 4=1J1-1Tf=1II-JTl-lll-lll- - '—ifT=Tli=11 II�IIIIM= CLEAN—-1 MONOLITHIC FOUNDATION COMPACTED I,-0. W(2) #5 HORIZ. GONT. ON STANDARD MIN GHIAIRS 63" MIN. COVER) DEN5ITY CTYPICAL I -STORY POLL SECTION 5CALE: N T 5 GROUT LINTEL ASSEMBLY 50LIC —� CONNECT END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL H�EL HT; It w/ 5TANDARD HOOK REINF. MA50NRY LINTEU BEAM M5-2 PREGA5T LINTEL - SEE PLAN FOR -SEE PLAN SPECIFICATIONS. I RE NF. GROUfEI — 8"x8" GOLUMN w/ ............r? :............::............:: (1) #5 BAR (1) #5 BENT DOWEL — LIGING w/ STANDARD HOOK CONNECT ENDS OF MITRED MA50NRY LINTELS W/ (1) #5 BENT PO EL PORCH CM) CORNER COLUMN DETAIL Mi kN G. E: No r of ,' © copyright: MULHERN & KULP Structural Engineering, Inc. aCD z J w w I z c� z E Z� WH o aEi to J [IO a Q A J'- I _Z W SA m W C N m � a M&K project number: 195-19004 projectmgr: JSB drawn by, KAR i4ue date: 1 0-06-20 w date: Initial: 117I4E BOND BEAM w/ GONT. (1) #5 REBAR CONNECT ENDS , OF MITRED MA50NRY LINTELS w/ (1) #5 BENT DOWEL INTER5EGTING MB-2 LINTEL -ANGLE GUT AS SHOWN ON PLAN VIEW 0) } d TOE I3JLL Z J C'1 w �- 0 U U t—� O O 12 /yI �`! I` ILL, feet: I a Y i� i 8" GMU BLOCK TYP. 5LAB ON GRADE: 3 1/2" GONG. 5LAB Wl bxb (1) #5 FROM FTC. V WI.4xIA WWP (OR FIBER ME5H To BOND BEAM. ILO NNF) ON b MIL VAPOR SPLICE TO BE MIN. 30" GROUT CELL BARRIER ON 4" MIN. 50LID GRANULAR FILL ON 95% GOMPAGTED FILLNIRC71N 501L 4. cmT QRAVE I _.4`MI 11TH7��1 I I I i EI I a. CLEANS =: Irfll T �--MONOLITHIGFOUNDATION COMPACTED W/ (2) #5 HORIZ. CONT. ON FILL 0 95% MIN CHAIRS (3" MIN. COVER) STANDARD DENSITY WHERE AND 5TORY OGCUR5 FT5. 5HALL BE 1'-4" WIDE w/ (2) #5 BARS C FOOTIN6 SECTION WBLOCK DETAIL SCAS " GARAGE INTERIOR 6ARA6E SLAB -SEE DTL I/FDI.O MONOLITHIC FOUNDATION W/ HOUSE INTERIOR -� �• " 4 . III— I41 111111 a :. II III,,, — I (2) #5 HORIZ. CONT. ON 12"W GHAIR5 ON MIN. COVER) MIN. TYPICAL THICKENED SLAB C @AINTERIOR 6ARA6E WALL T dl : •1. (1) #5 FROM FT6. TO 130140 BEAM. SPLICE TO BE MIN. 30 CROUT CELL 50LID w / �� CONCRETE R BE �� REPLACEDBOTTOM COURSE GUT TO SLOPE OF N WE SLAB ►. • • ��' • ON �� ►� :� MIN. 6RANULAR FILL I c15% COMPACTED GLEANS "'—III= `—MONOLITHIC FOUNDATION COMPACTED p-0• W/ (2) #5 HORIZ. GONT. ON FILL 0 cFA MIN. GHAIR5 0" MIN. COVER) STANDARD DENSITY WHERE 20 STORY OGGUR5 FTC. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 �6ARA6E CURB DETAIL :2 TYP. 51LL PLATE -5EE DTL I/FDI INTERIOR BEARING SLAB ON GRADE WAU-/SHEAR WALL -SEE DTL 1/FDID 2x P.T. BOTTOM PLATE W HILTI X-GF 12 P8 SLAB ON GRADE PINS OR EQUAL 0 3b" -5EE FND.PLAN Oz. k4 • , 4 4 4 2 y III —III—i PLAIN LONG. THIGKENED SLAB MONOLITHIC FOUNDATION W/ PLAIN GONG. THICKENED (5EE PLAN FOR SIZE) (2) #5 HORIZ. GONT. ON 12"W SLAB CENTER FT6. ON GHAIR5 (3" MIN. COVER) MIN. I (SEE PLAN FOR 51ZE) WALL ABOVE TYPICAL THICKENED SLAB C@ INTERIOR BEARIN6 WALL 5 5GALE: N.T.S. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH15 -TOME 4 SHALL BE IMPLEMENTED IN 5PEGIEIG AND ARE ONLY REQUIRED A-L APPLIGABLE AREAS. THESE WHERE 5PEGIEIGALLY INDIGATED )ETAIL5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. FWAVEWWWA (1) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL 50LID TYP. PORGH SLAB: 4" GONG. SLAB ON 4" MIN. 6RANULAR FILL ON 95% COMPACTED FILLNIR6IN 501L EXP JOINT 1� • �i % I • II • r i4 ♦ w ILO WF) ON 15 MIL VAPOR BARRIER ON 4" MIN. r� 67RANULAR FILL ON q5% • • ►� ►� 11 I� 1 GOMPAGTED FILL 0 a5% STANDARD MIN. DENSITY WHERE 2ND STORY OCCURS FTC. SHALL BE I'-4" WIDE w/ (2) #5 BARS EXTERIOR WALL @ FOR J WAS WS MONOLITHIC FOUNDATION W/ (2) #5 HORIZ. GONT. ON CHAIRS 0' MIN. COVER) SLAB DETAIL TYP. EXT. WALL BEYOND SEE DTL 2/FDLO GARAGE SLAB II -SEE DTL 2/FDI.O I � GRADE -FT •.. e I I —III —I I ' ° III —III ;I I :o- III I I 12" WIDE GONG. TRENCH FOOTING a. —REINFORGEMENT -SEE DTL I/FDID MIN. TYPICAL SLAB ON 6RADE `� PERIMETERFOOTING @ ETARAPE ENTRY 6 SCALE: 5/5"=1'-0" GUT EVERY OTHER I" DEEP 5AW GUT CONTROL JOINT WITHIN WIRE OF W.W.F. ® 24 HOURS OF POUR MID -WAY INTO SLAB CONTROL JOINT -LOCATE JOINTS ® SLAB CORNERS # OTHER AREAS WHERE CRACKS ARE LIKELY TO OGGUR 15' MAX BETWEEN SAWGUfS SLAB ON GRADE -SEE FND. PLAN A III SCALE: 3/8"=1'-0" JOINT LOCATE ®10' TO IS' o.c. OR CORNER5 WHERE CRACKS LIKELY TO DEVELOP 6R:OUT LINTEL ASSEMBLY SOLID BOND BEAM w/ GONT. (1) #5 REBAR PRECAST LINTEL - -SEE PLAN CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL W (1) #5 BENT DOWEL W 24" LE&.5 (1) #5 FROM FTC. TO BOWS BEAM. SPLICE TO BE MIN. 30" GROUT CELL 50LID GLEAN COMPACTED FILL ®---� I'-0" 45% STANDARD DENSITY MIN. TYPICAL. PORCH COLUMN CON DETAIL 5GALE: 1ECTION NE seal: I_Q� ,NRatYZo S G. F,: No 24 *; II OF .: OR\4 \e OW- © copy fight: MULHERN & KULP Structural Engineering, Inc. cm J� W W z o CJ m W a Ck CZ Ui 5 e1 N J m a "eC J > a, wv ® � g y W 80 rh c N �a F jed number: 5-19004 mgr: , JSBy: KAR te: 1 0-0&20 date: I nitiA W COMPLL Z e , 33CIE COU1 MONOLITHIC FOUNDATION W/ (2) #5 HORIZ. GONT. ON CHAIRS IV' MIN. COVER) SLAB ON 6RADE 0- 2 U t9 r-� z Ln W � LL Z >-- O U U x 0 W d) 0 i0 �""+ LT` ILL " 1 sheet:' I d • 3911650 (1612 BLK) GROUP 2 COVER SHEET GRP2 ELEV'B'- SHEET LIST Sheet Number Sheet Name GRP2 0.2 SLAB PENETRATIONS ELEV'B' GRP2 0.4 PLUMBING & ISOMETRICS PLAN ELEV'B' GRP2 1.0 PRODUCT APPROVAL GRP2 1.2 FLOOR PLANS 'B' GRP2 2.3 ELEVATIONS 'B' GRP2 2.4 ELEVATIONS 'B' 5-12 GRP2 3.3 ROOF PLAN'B' GRP2 3.4 ROOF PLAN 'B' 5-12 GRP2 4.0 WATER INTRUSION DETAILS GRP2 4.OA EXTERIOR TRIM DETAILS GRP24.3 SECTIONS ELEV'B' GRP2 4.4 SECTIONS ELEV 'B' 5-12 GRP2 5.1 INTERIOR ELEVATIONS OPTIONAL COVERED PATIO ELECTRICAL & FLOORING ELEV'B' GRP2 5.2 GRP2 6.2 STRUCTURAL DESIGN PAGES FOLLOW VOLUME SCHEDULE Name Volume CF 1ST FLOOR 12348.9 Grand total 12348.9 GRP2 - ELEV'B'- AREA Name Area HEAT D ST FLOORI 1650 SF 1650 SF UNHEATED GARAGE 403 SF OPT COV PATIO 100 SF PORCH 81 SF 583 SF UNDER ROOF 2233 SF GRP2 - ELEV'B- (STUD) AREA Name Area 1ST FLOORI 1544 SF 1544 SF REVISION LOG REV. DESCRIPTION DRAWN BY DATE 2.00 ADDED 5:12 ROOF OPTION. REMOVED ALL SWITCHED OUTLETS. REMOVED CEILING FANS EXCEPT FOR MASTER BEDROOM & GREAT ROOM. JHM 10/29/19 2.01 REVISED FLOOR BREAKS ON FIRST FLOOR TO SHOW CARPI i'�IN BEDROOMS ONLY. ADDED WINDOW TRIM TO SIDE ELEVATIONS WITH 5:12 ROOF OPTION FOR CITY OF PALM COAST. JHM 01/02/20 2.02 REPLACED RANGE HOOD WITH MICROWAVE JHM 03/06/20 INSULATION VALUES COMPONENT VALUE SLAB R-0 WINDOWS u-0.35 SHGC-0.27 WALL - WOOD FRAME R-13 WALL - CMU/RADIANT BARRIER R-6 ATTIC R402.2.1 R-30 R-VALUES ARE MINIMUMS u-VALUES ARE MAXIMUMS 14'-01/211 3'-01' 14 21'-31/2" 4 M 13'-101/2" t 6-1311 ( .dµ.,,,. ;,,.,�( j�� 1 7h @ i 1 i D t7 Jli SLAB CUTOUT FOR ��.v r 14J'.4" ! SGD THRESHOLD ` a - I 6 c SEE DETAIL ON v 1 A SHEET GRP2 40 _ _ €a FRIG ""i . , I HOW . 1 v _.. I 41 al , 1 18'-811 r T d _ NLi Nr �I II I � al II i_ .. . . .. C , I I — ; 41�1 i � 11 l � �• J I. � l "��t' I .fi Imm L7 _ _ _ _ _ F. " RD T-21/4" 3'-1 1/2" h ',a tl f r ez� i J :� IF I I ` 2 yL� I . CUT CONTROL JOINTS I AT INTERVALS 10k10' - I IN BOTH DIRECTIONS �r n I u w, _ _ ji I4 - 18'-811 1 -01 /2" 14'-4" I38'-411 SLAB PENETRATIONS ELEV'B' 11411-1.0 AT 22 X 34 LAYOUT 118" = V-0" AT I I" X 17" LAYOUT 16'-3" 20'-4" -01 /2" V) w z a N W O O LU Lu z O Q O ILL W F— O Q 0 LLJ O ib Q L0 a d J Y 06 z OCT 26 em+pq� W t� .' yP' ��CENS�; •1.'YCe'� � � s m N�771 - 24 X OF R1O¢1 A ESN a- ,i 1111111111111 CENTURY (! r ke MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC 0 2020 o N cy Lf m 0 c: O z O O N U o CO o0 Q r-1 Li PLAN # / ORIENTATION: 1612 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2102 SHEET # GRP2 0,2 C MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 Z Q �I d� V H We G 0 Vf co (�v co d EVIEWEOR CO E COM LIAN'' STJ LUCIE OUr" F- BOC Qc e � � C O L co o Lu o o C o Q ti L PLAN # / ORIENTATION 1612 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 1 Wade Jurney Homes Product Approval, 'v0A Index Sheet UpdM:14-202o Component Model/Series Product Approval Design Impact Resist, Attachment method Appro'alIt Date Pressure: Roof TAMKOBldg. Product, Inc. AsphaltShingles Roofing 3-Tab Glass Seal Elie FL183�5.1 12/12/2017 Standard- ; : am lFor useondeckswith slopes2 in. per footto2lin. per foot) one fastener 1 in. back from each end and one 12in. back from each end of the shingle for a total of 4 fasteners. Covering Interwrap Underlaymenfs Roofing RhinoroofU20 FL15216.1 12/12/2017 N/A For slopes from4:12 and higher RhinoRoof U20 ato be laid out horizontally (parallel)tothe eave with the printed side up. Horizontal laps should be 4' and Vertical bps should be 6"and anchored approximately 1" in from the edge. For low slope (less than 4:12) applications it is recommended to overlap50%plusl"Theuseofroofnghammer,pneumaticairorgasdrivenfastenertoolsisacceptable.Theuseofstraightedgecuttingknivesis recommended. For same day coverage with prmimaryyroofiingRhinoRoofU20can beanchored with corrosive resistant 3/8'head xl' leg roofing nails (ring shank preferred, smooth leg acceptable). Thermo-Tru fiberglass Swing door FibegFass6Paael F115225.5 9/21/2018 67 Yes Jamb, Head, and Threshold Fasteners for this unit include 810 Wood Screws or 1/4' Tapcons. A Physical Shim must be placed in Shim Space at each anchor location. Talicim edge distance MIN 2-1/2". Wood Screw edge dista nce MIN 3/4", not to exceed 6" O,C, Doors Wayne Dalton Overhead Double Door Series9100 FL9174.6 2/13/2018 39.2 Yes Attach door bracket to jambw/5/16" x15/8" lag screws notto exceed 24" O.G. Door lamb to be minimum 2x6 structural grade lumber. Vinal or wooddoorstopnoiledatmaximunof6'O.Cmustoverlaptopandbothendsofpanelsmin7/16"tpmeetnegativepressures. Ply Gem Windows Sliding Glass d000r Door Series4780 FL146342 10/17/2017 50 SO No FOR INSTALLATION THROUGH IXBUCKTOCONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY,USE 1/4INCH ELCOTAPCONSOF SUFFICIENT LENGTH TO ACHIEVE 2 1/2 INCH MINIMUM EMBEDMENT PlyGemWindows Vinyl Fixed Window Series1500 FL161041 12/27/2017 55 15 No Nallfin Hales to Use for Fasteners Standard: Every Other Hole Impact; Every Hole Distance from Window Corners 4" or nearest hole Bldg framing Penetration s' min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min, Corrosion -Resistant Screw Size #8 or larger Pan Head Windows PlyGemWindows Vinyl Single Hung Window Series FL161031 12/27/2017 50 50 No Nail fin Holes to Use for fasteners Standard: Every Other Hole Impact: Every Hole Distance from Window Corners 4" or nearest hole Bldg framing Penetration In min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Corrosion -Resistant Screw Size N8 or larger Pan Head Ply Gem Windows Vinyl Integral Mull (Twin & Triple) Window Series1500 F1161002 10/17/2017 50 80 No Nail fin Holes to Use for fasteners Standard: Every Other Hole Impact: Every Hole Distance from Window Corners 4" or nearest hole Bldg framing Penetration I' min. (local code maydidate) Min, Corrosion -Resistant NailSize 318" Minimum Mill diameter Min. Corrosion -Resistant Screw Size#8 or LargBf Pan Head Ply Gem Siding Mastic Vinyl Siding Mastic Eclipse 45' Dutch lap F113885.1 12/12/2017 736 -73.6 Yes Allow a min. of 1/32" between the back of the nail head, screw or staple crown and the nailing strip. Nails or staples should be placed approx.12" to 16" apart. Leave a min, of 1/4" clearance at all openings and stops to allow for normal expansion and contraction. Panels should beoverlapper-d approx. l".Fasten panels approx. 8" or more from the overlap seam. Siding Ply Gem Siding Mastic Vinyl Siding Board and Batten VertialVinyl Siding FL23885.1 12/12/2011 96,6 96.6 Yes Nails are galvanized steel roofing nails, long, with 1/8" diameter shanks, and 3/8' dia, Heads. 16" vertal nail spacing.7' horizontal nail spacing- PlyGemSiding Mastic Vinyl Siding Cedar Discovery Shake - Ft23886.1 12/12/2011 49.4 49.4 Yes Nails are galvanized steel roofing nails,1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads.18" (shake) vertical nail spacing. 8" horizontal nahspacing, Shutter HurrianeStorm Panel MFGINC 24 Gauge Galvanized Steel Storm Panel R162931 11/2/2011 20 •20 Yes 1/4" diameter screw shall have a minimum embedment depth of 11/2" and have aspacing of 12" o.c. P Gem Siding Ply g Mastic Vinyl y Soffit Universal Vin I) (Vinyl) FL2335 2.1 12/12/2017 132.8 17 N/A Nails are galvanized steel roofing nails,1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads- Or - Staples with 1" long legs X 1/16" (16 GA) Dia, in each nail hem. Soffit Aluminum Coils, Inc. Aluminum Soffd FL121941 12/15/2017 80 -90 No 12" T4 16" Q-4 Aluminum HT Soffit. Channel at the wall3/4" x 1/4" crown staple in a diamond pattern at 24" O.C. Soffit side 3/4" x 1/4" crown staple at8"O.0 Facia cap 13/4"x072114"head trim nail at48"O.C. United Steel Production Co Wood Connectors HD28-21F F1.172323 12/21/2017 (14) 0.162" x3-1/2" Long (16d) Nails into Header; (6j 0.148" x 3" Long (10d) Nails into Joist United Steel Production Co Wood Connectors HDO2102IF FL17241S 8/14/2018 (14)0,162'x3.1/2" Long (16d) Nails into Header; (6)0.148"x3"Long (10d)Nails into Joist United Steel Production Co Wood Connectors MSTA48 FL17244.17 10/17/2019 (26)0.148"x24/2"Long Nails United Steel Production Co Wood Connectors RT16A FL17236.11 2/13/2018 (9)0,148"x1.1/2" Long (lOd) Nails into truss/rafter,(8)0,140"x3"Long (10d)Nails into Plate United Steel Production Co Wood Connectors MTW16 FL17244.7 10/17/2019 (14)0.148"x3" Long Nails or(14)0,148"x1-1/2"Long Nails United Steel Production Co Wood Connectors MTW12 FL17244.1 10/17/2019 (14) 0.148" x 3" Long Nails or (14) 0,148" x 1-1/2" Long Nails United Steel Production Co Wood Connectors HTT45 FL173242 8/13/2017 Install Directly to Framing with 10d Common or 16d x 2-1/2" Pnuemadc United Steel Production Ca Wood Connectors MSTC40 FL17244.27 10/17/2019 (52) 0.148" x3" Long Nails Minimum United Steel Production Co Wood Connectors MSTC66 FL17244.27 10/17/2019 (7210.148" x 3" Long Nails Minimum United Steel Production Co Wood Connectors STAD14 FL172493 12/21/2017 (38) 0.148" x 3-1/4" Long Nails Structural Components United Steel Production Co Wood Connectors ADTr-T2 FL17324.1 12/21/2017 WS8-EXT wood screw or 3/8" HDG lag screw United Steel Production Co Wood Connectors MPAI FL1724423 10/17/2019 (12)0.131"x1.1/2"Long Nails Minimum United Steel Production Co Wood Connectors RT15 FL17236.10 2/13/2018 (5)0.131"x1-1/2"Long Nails into truss/rafter;(5)0.131"x2-1/2"Long Nails into Plate United Steel Production Co Wood Connectors RT7AT FL20872,1 12/12/2017 (5)0.131"x1-1/2"Long Nails into truss/rafter;(5)0.131"x1-1/2"Long Nails into Plate United Steel Production Co Wood Connectors RT7A F1.1723610 2/13/2018 (5)0.131"x2.1/2"Long Nails into truss/rafter,(5)0.131"x2.1/2"Long Nails into Plate United Steel Production Co Wood Connectors C44 FL17239.1 10/11/2016 (6) 0162" z 3-1/2"long Nails into Beam; (6) 0.161" x 3-1/2"Long Nails into Post United Steel Production Co Wood Connectors CBE44 FL22052.1 8/13/2018 (12) 0.162" x 3-1/2" Long Nails into post United Steel Production Co Wood Connectors FA4 FL17249.1 12/21/2017 (3) 0.148" x 1.1/2" Long Nails into side of sill plate; (3) 0.148" X 1.1/2" Long Nails into top of sill plate United Steel Production Co Wood Connectors RS14.100 FL17244128 10/14/2019 Installed directly toFraming, (36) Min. lodx1-1/2"with 10dCommon orl6dSinker. United Steel Production Co Wood Connectors KM72 F1.1724414 10/14/2019 (641Min. 0.162"x3.1/2"Long Nails United Steel Production Co Wood Connectors HTWM16 FL62232 12/12/2017 l4)1/4"x1-3/4"Powers Wedge bolt toCIVIL .(8) Min, 0,148"0-1/2'Long Nails totruss/rafter. United Steel Production Co Wood Anchor HTA16 F1i768,.4 12/12/2017 Provide r Embedment into CMU and fasten to wood component using (9) OA48' x 1 Y2' Nails United Steel Production Co Wood Anchor HGAM10 FL116991 12/12/2017 Provide (4) 1/4" x 1-3/4 " Dewalt Screwboh+ or eq. into CMU an d fasten to wood componentusing (4)1/4'dia. xl%"long Wood Screws rn w z_ J d U V) 0 w F- O W g W CC Z O F- CC 0 W Z W O Z f� LU W W CC - 0 Z N Q Z J 0 W F- U D H (N O Z a a N F- 0 W W W CC w Q a J D Y o2S OCT 26 ZQ20 T. z 5c W ExNFH �#/� 24 �p TIEOF go R t O Rl•�?�.�� :46 II11 1 111 1 11II �nm MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 VVJH, LLC © 2020 J act f�. 93` N_ C1. f� Gl C) REV EWE® FOR CODECOMPLIANCE ST°. L CIE COUNTY x* BOCC H O ` JOr QNZ tCi .5 LL o Cr C'7 O O D N U o o' 0 Q PLAN # / ORIENTATION: 1612 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2,02 SHEET# GRP21,0 av;�. WALL I FULL HEIGHT B'C,M,U. WALL FULL HEIGHT 2X4 WOOD STUD PARTITION STONE VENEER BRICKVENEER STUD WAIL BELOW HEIGHT AND STUD SIZE AS NOTED FULL HEIGHT 2X6MOD STUD PARTITION DRYWALL OPENING HEIGHT AS NOTED ON PLAN, 6'-8" HDR HT 1 ROD & SHELF NOTE: EXTERIOR WALLS FRAMED AT 16' O.C. INTERIOR NON. BEARING WALLS FRAMED AT 24"O.C.REF TOSTRUCTURAL SHEETS FOR BEARING WALL SPECIFICATIONS AND PLATE INFORMATION PLAN NOTES 1. VERIFY ROUGH OPENING DIMENSIONS FOR ALL WINDOWS & DOORS, 2. PROVIDE SAFETY GLAZING WITHIN Y FROM EXIT PER FLORIDA BUILDING CODE R308.42 3. PROVIDE SAFETY GLAZING AT BATHI SHOWER PER FLORIDA BUILDING CODE R308.4.5 4. NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED WI WOOD OR METAL STUDS, SPACING SHALL NOT EXCEED 24' O.C. IN ON BEARING WALLS ONLY) 5. PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE. 6. WHERE DRYWALL CEILING IS APPLIED TO TRUSSES @24'O.C.,USE 518"DRYWALL OR112"SAG RESISTANT PER SEC. 702.3.5. 7. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE& ATTIC BY NOT LESS THAN112' GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 5M' TYPE'X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 10' GYPSUM BOARD OR EQUIVALENT. 8, INSTALL 1 N1 THICK SOLID WOOD DOOR BETWEEN LIVING& GARAGE PER FLORIDA BUILDING CODE R302.1.5. 9. ALL WINDOWS INSTALLED72"ABOVE GRADE MUST COMPLY WITH R612.2MIN, 24'SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PREVENTION DEVICE. 10. PROVIDE FIRE BLOCKING PER SECTION RN2.11 11. PROVIDE DRAFT STOPPING PER SECTION R302.12 TABLE R302,6 DwelinglGarage Separation Se a tion Material From the resdence and attics Not less tan %rnchgypsumboa idorequivalent applied to the garage side From aII habitable roans above the garage Not less tan 5 A -nch Type X gypsum board of givalent Structure(s)supp*gBoor-ceilingassembles used for separation required by this section Not less W%rinalrgypsumboard or equivalent 2668 DOOR WI TOP & BOTTOM LOUVERED DOOR SQUARE FOOTAGE 16.67 SO FT. DOOR STYLES & RAILS LOUVERS 118'z 1'-9' z56' NET OPEN AIR FLOW -7.05 SO FT. 4A2 SO FT, 8.60SQFT, 0 N"CMU COLUMN N LO 4 .x- K ,N 6'-0" 3'-8" T-4" 7' 01 81-11, 6-311 3.0 5.0 SH 3.0 5.0 SH 2O30 SH 6'-B'H.H. 6'-8"H.H. @68SGD 6-8'H.H. —' ° ° 4' 31/2' Ell0 o �DW — — LO LO KITCHEN 1 2A WALL, 34 V? H. WI - " 12.8 z11.8 GREAT ROOM It COUNTER OVERHANG 4 T-2" RP2 5.1I m W.�,C. 17'•8"z14'•6" FRIG, HOOKUPS 3 11' 41/2" I 4'-1 112" a' 1'-51/2" I 1 LiGRANGE ELECTRIC c _ i N 26618 Q 7„ 32760, = M ° TUBISHOWER M w r I� 0• SUITE13''4" L6RP2 .1 z 11'•0"FLEX 4 00 00 ao 13'-8" 13'0"z10'0" I� N ��— I1 M 10'-91 /2" 2'-31 /2' 4' 1/2" 6-7112" -� 4112" 10' 31 /2" -- -- CV �_ N co (2�2166!8 ?16618 M BED BED `o m ■ �® m 1o''o°X1o'•r' w 10''9" z 10''0' ` W MECH (CATER 1 —ViEATER / 4 M v DRYER VENT SO J4'-71/2" 2'-10" 6'-0" 4'-3" 3' 5" 5' 7" 10' 3 i/2"5— _— — o 11861820MIN.RATE (—�� r y GRP25.1 m PER R302S.10FTHE CODE N 6 U BA, N ?16618 FOYER 2-CAR GARAGE M 19'•0" z 19'•8" 13'-0" 'v 5'-0" 19'-8" BED 2 10'9"z104" 216618 4 ESCAPE iNo &r8 11'-0" 2'-0" 0VN 3-0RSH EGRESS H4SHTEMP I PORCH 16070SECTIONAL VA 6' -8" H.H. 6'• 8" H.H. 8" 12'-111/2" 81/2" 3'-8" 8" -V" 18'pp 2' 2" 16'-0" 2'-2" 5'41/2" 3'-8" 5'-31/2" 14'4" 1' 10 3'-8' 1' 10 20'4" 38'-4" FIRST FLOOR PLAN ELEV'B' 114 -1.0 AT 22 X 34 LAYOUT 11811: V-Orr AT 11" X 17" LAYOUT w N VJ S o `C o � fe M N co 1 C3 0 N OCT 26 2U20 N 77 4 .9'. ST OF R . w 17 - O Lu 0 w w Z Z a J Z O Lu H zn rY O LL J a. T) Lu I— w w CC w Q a J Y 06 w J 1i 1111111111111 CL 1\ i� ,U it 1 ,,� fl MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 m Q ■ r� N rOC I� 0 tJJ� o J Q r (o O O co o O & U irZ4o occo . o a o PLAN # / ORIENTATION: 1612 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET# GRP2 1,2 ,�a B&BSIDING 4'12 W CL U N_ L] W 2 F— O 0 F— W L-- g W z 0 Q Q� SHINGLES AS SPECIFIED C., [� _ 4 �1 O SHINGLES AS SPECIFIED Z ISTFLOORPL.HT. IST FLOOR PL. HT. w FE71 M j - LF171 17 EJ ❑ ❑ El El 4 _ _ CEME :4 ❑ ❑� FINISH ❑ ❑ 00171 ❑ ❑ ❑ _ 1 TFLO - 1 S F- 0 z Lu 0 W w 8'1c8' CMU COLUMNS V WINDOW TRIM H LEFT ELEVATION'7' A z z &FRONT ELEVATION'B' 114" _ 1.0 AT 22" X 34"LAYOUT ab; �, 1/4 " =1'-0" AT 22" X 34" LAYO"' T `118" =1'-0" AT I I" X 17" LAYOUT _ 118" =1'-0" AT I I" X 17" LAYOUT z z Q J z 0 W F— U ne - rr \ r [ 4 r a L -tJ♦ ■ ♦ 0. • } J � Q ` y 1 _ _ _ OD NTITIOUS OR \ rR •t '� � / n 1 1 v ♦ ] Y IJ l _r! Y n / r ♦ 1 co CEMENTITIOUS FINISH / 1� FIN, FLR. ` r `�" r \ - - - `. �- �, r - r 1. - ---4; ` � < ♦ + -, r ^ Y ,T r ' • ♦' z; ' �� ` IST FLOOR FIN, FLR, r ♦� ,/ • ♦, SHINGLES AS SPECIFIED IST FLOOR PL. HT, I ` ♦t t ;II K CEMENTITIOUS FINISH 0 y 00 A ` r _ 1STFLOOR FIN. FLR, K _ Y P [ • ♦ , n r ■ 2 REAR ELEVATION'B' 114.1 0 AT 22 X 34" LAYOUT 118 —1.0 AT 11 X 17 LAYOUT V) Ci o LL Q W I W a,77 SHINGLES AS SPECIFIED W Lu IST FLOOR Pill HT, ui r� 1 n _ _ _ _ _ _ ♦ r 4 ♦ 'S 7, CEMENTITIOUS FINISH ♦ W • _ T ♦ =,--r 1ST FLOOR FIN, FLR, Z ♦ J LV - 1 - r _ ' T _ ♦7 r .♦ r:♦, _ ;T , , • RIGHT ELEVATION'S' ,,,•0�s.FR,°;G. D .� ,P ��C E N No 7 4 D4—jj4"-1',OBI AT 22" X 34" LAYOUT 118" :=1'-0" AT I I" X 17" LAYOUT S °F R1�P NALE� inn�A III��III�oIII {r ,� ��� a MORE HOME . LES, MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC © 2020 r �M W III O ■ Q I � LLJ W UB CODE S't LU tI., c O BCC. � Lf Q r� (� !✓ 0LL r0, ® N U ❑ LU C:) a rI LL �.._. a.u, PLAN # / ORIENTATION: 1612 BLKH R 1� I SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRP2 2,3 I I I I I I I ) r 1111111111111 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC © 2020 A.L. O C) ii I- p < . J N c L! a M r O c:u O co 0a O W U a 1 0 0 0 °co o Q ti u PLAN # / ORIENTATION: 1612 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRP2 33 INSIDE OUTSIDE a -_ v �W am SGD THRESHOLD DETAIL R703.8 Flashing, Approved corrosion-resistantflashing 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 components. Self -adhered membranes used as flashing shall comply vdthAAMA711. The lashing shal exlend to the surface of Ihe exierior wall finish. Approved corrosion- msIslanl (lashings shall be inslalled al all of the following locations: 1. Exterior window and door openings. Flashing at Me* window and door openings shall extend to he surface of the eztedor wall finish or to the waler-resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be'nstalled in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written hashing inslrudions. 1.2 The hashing manufacturer's written insiallalion ins1ructions. 1.3 In accordance with FMNAAMA 100, FMNAAMA 200, or FMArWDMA 250, 1.4 In accordance whh the flashing method of a registered design professional 2. At the intersection of chimneys or other masonry construction whh frame or slucce walls, whh projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood him. 5, Where exleriorporches, decks or stairs attach to a wall or hour assembly of woad -frame construction. 6. Al wall and roof inlersedions. 7. At built-in gutters. THRESHOLD AT DOORWAYS SHALL NOT EXCEED 314" IN HEIGHT. RECESS THRESHOLD IF NECESSARY. 31 1 = V-0" AT 22" X 34" LAYOUT 111211 : V-0" AT I V X 17" LAYOUT 8" C,M,U, BEYOND S,G,D, THRESHOLD SET IN SEALANT - ATTACH PER MANUF. SPECS, PLASTER SAND FINISH SLABISTOOP SLOPE TO DRAIN 1x P.T. BUCK STRIP (SEE STRUCTURAL) 112" GYP. WALLBD, 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 11121' =1'-0" AT 22" X 34" LAYOUT 314" =1 r-0" AT I I" X 17" LAYOUT ROOF FLASHING DETAIL 111211 =1 r-0" AT 22" X 34" LAYOUT 314" : V-0" AT 11" X 17" LAYOUT VINYL SIDING WEATHER RESISTANT BARRIER STRAIGHT FLASHING GAL.1" FLASHING ROOF UNDERLAYMENT CAP SHINGLE -APPLY WITH ADHESIVE (DO NOT NAIL) (N W Z a U N 0 w 0 0 H 0 w H w z 0 H Q 0 LL z W 0 a 0 W W 0 z V) Q 0 z z 0 Lu H U V) O LL a J a 0 w W w Q a D 06 OCT 26 CUY110 z 2 r No 7824 •t. • T OF OR °0 N A„ 0 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 - .o 0 5 �p 9@@ b ^` c Q C O �D O co Z o O D N U o o C °O o Q ti L PLAN # / ORIENTATION 1612 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRP2 4,0 dll�l�l�lll� CENTURY ?e a m r. MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 m Z ■ O N a 1- V W l REVIEFOR' CODE COIWI i r ST.I UCIE LIIAR',Q) COW> BQC co O O Cy � o O N U mpp LLI o o 0 o a � PLAN # / ORIENTATION: 1612 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRPZ 43 �I �IF�l I ■ I ■ KITCHEN 1 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT I I" X 17" LAYOUT W36 30 FRIG, HOOKUPS KITCHEN 2 U 112" : V-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT 1'-11" 1'-91/2" 4'-3112" FRIG, HOOKUPS W36 30 W3012 W24 30 MICROWNVE 11 l NEL111 -mil 11 -�, II II i 11'4' 3 KITCHEN3 112 —10,AT 22 X 34 LAYOUT 114" =1'-0" AT I I" X 17" LAYOUT l'-7114" 6-8 3/4" KITCHEN 4 BATH 2 OWNER BATH 112" =1'-0" AT 22" X 34" LAYOUT U 112" =1'-0" A X 34 LAYOUT 1126 = _ , .10 AT 22 X 34 LAYOUT 114" =1'-0" AT I I" X 17" LAYOUT 114fl .0,� T 22AT 11 �� X 17 LAYOUT 11411-1.0 AT 11 X 17 LAYOUT 824 1'-0" OCT 26 vi W z_ J CL _N w O 0 0 LLl H Q J W Z _O H Q O z W 0 z Q 0 w w_ w cal z V) Q _ z Q J z O Lu — Cr V / O u- a J it 0 w w w w a _ 06 Y z W J 9 Ilil�l�l�llll Y el MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC 0 2020 of Z 0 Q � W ■■■ � DC Q L LJ 1--- wm RE CO ® CO11Ilp luwy �* BOCC ^` Lf O W J Q �- o _ 0 o LLJ c pp o 0 o 0 - u a PLAN # / ORIENTATION: 1612 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2,02 SHEET# GRPZ 5,1 w m PORCH f ELECTRICAL - 'i ST FLOOR - ELEV'B' 114" =1'-0" AT 22" X 34" LAYOUT 118" =1'-0" AT I I" X 17" LAYOUT D - SERVICE DISCONNECT GFI IWP) GENERAL NOTES 1. INSTALL ARC FAULT CIRCUIT -INTERCEPTORS & TAMPER RESISTANT RECEPTACLES. RECEPTACLES SHALL BE INSTALLED IN DWELUNGUNR'S PER NEC 201,12 & 406.12 2. ALL ELECTRICAL EQUIPMENT TO BESET AT OR ABOVE BASE FLOOD ELEVATION. 3. ALL OUTLETS IN WET AREAS AND ALL EXTERIOR OUTLETS TO BE GFI. 4, ACIDC SMOKE DETECTORS TO BE INTERCONNECTED AND RESIDENCES HAVING A FOSSIL - BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL RAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 19 OF EACH ROOM USED FOR SLEEPING PURPOSES, PER RULE 9B-3.04,12. 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 � OPENAGEER DOOR O SMOKE DETECTOR PREWIRE CD OUTLET-itOV GROUND FAULT OUTLET •PHONE 18" LIGHT BAR 0 FLUSH MOUNT SIC SMOKEDETECTOWCO2 INTERRUPTER a OUTLEF-110V GROUND FAULT SWITCH -SINGLE POLE COACH LIGHT- p SURFACE CAN LIGHT BATHROOM INTERRUPTER o FRONT DOOR EXHAUST FAN p WATERPROOF ll( OUTLET -220V 3 SWITCH .3WAY COACH LIGHT- f1 O 1_J REAR DOOR I I C� OPTIONAL FLUORESCENT 4 FAN PREWIRE 1'X4' 2 LAMPS SWITCH-4WAV 2 METER MAIN COMBO 150 AMP NEMA3R OR 200 AMP NEMA 3R 200 AMR INSIDE PANEL 3 INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 GRADE VWIRE SCHEDULE 1 TO POM, R CO. TRANSFORMER 2 #4 BARE COPPER 3 NO SER AL (FOR 150 AMP) OR 4Al SER AL (FOR 200 AMP) PER NEC TO POWER CO. TRANSFORMER BOND TO FOUNDATION STEEL AS PER NEC 250.52(3) BY UTILITY COMPANY ELECTRICAL RISER DIAvRAM NOT TO SCALE PANEL SCHEDULE # # # DESCRIPTION # 1 AHCI 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 SM APP # 1 20AMP #12 14 15 GAR GFCI 15AMP #14 15 16 SM APP #2'20AMP #12 16 17 EXT GFCI 15AMP #14 17 18 HOOD/ MICRO 20AMP #12 18 19 LTG-GAR-KIT-BATH-FOY 15AMP #14 19 20 REF 20AMP #12 20 1 21 FAMILY 15AMP #14 21 22 NOOK/ DR 20AMP #12 22 i', 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 II�i I I I I I ill MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC © 2020 Qv L 0 j L` a ■ ca � Q � V V ■ e ■ W �eLo MOLibWOE 4T. LCiE Cb war occ O icy r 06 O C .5 ILL O 07 m O O = U Lu O ' o o O - U Q r-1 PLAN # / ORIENTATION: 1612 BLK' RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRP2 6,2