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HomeMy WebLinkAboutBUILDING PLANS - 2MEANS 4 METHODS NOTES THE 5TRUGTURE 15 DE516NED TO BE SELF 5UPPORTIN6 AND 5TA13LE AFTER THE BUILDIN6 15 FINISHED AND ALL PLAN, DETAIL, AND NOTE SPECIFICATIONS HAVE BEEN COMPLETED. IT 15 THE GONTRAGTOR'5 50LE R-SPON51BIL11Y TO DETERMINE THE ERECTION PROGEDURE5 AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING CONSTRUCTION. THI5 INGLUL-E5, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE55ARY 5HORIN6, 5HEETIN6, TEMPORARY BRAGIN6, GUYS, AND TIE-DOWN5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5HORIN5 AND BRAGIN6 REQUIRED TO 5TA13ILIZE AND PROTECT EXI5TIN6 AND ADJACENT STRUCTURES AND SYSTEMS DURING COURSE OF DEMOLITION AND CONSTRUCTION OF THE PROJECT. LATERAL BRACING METHODOLOGY • THE WOOD FRAME STRUCTURE OF TH15 UNIT/MODEL 15 DESIGNED TO RE515T LATERAL LOADINC75 A5 PERMITTED BY SECTION 4.5.5 OF THE SPECIAL DE516N PROV1510N5 FOR WIND AND SEISMIC (50PH5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENIN65 METHODOLOGY PER THE REQUIREMENTS SET FORTH IN SECTION 4.55.2. A5 SUCH, WALL5 WITH OPENIN65 ARE CONSIDERED A SINGLE 5TRUGIURAL PANEL AND MAY NOT REQUIRE HOLDDOWNS ADJACENT TO EACH HINDOW/DOOR OPENING. • 5HEARKALL5 USED IN THE DE51611 OF THE 5T1'UGTURE ARE DE516NED TO RESIST BOTH SHEAR AND UPLIFT, A5 PERMITTED THROUGH SECTION 4.4 OF THE 50f'W5. A5 SUCH, 5TUD CLIPS ARE NOT REQUIRED, EXPECT WHEF'E NOTED ON PLAN TO RE515T EX6E55 UPLIFT LOAD THAT HA5 NOT BEEN RE50LVED THROUGH THE EXTERIOR SHEATHI14r5 FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARWALL. TERMITE PROTECTION SECTION R318 - PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY RE6,I5TERED TERMITIGIDE5, INGLUDING 501L APPLIED PESTICIDES, BAITING SYSTEMS, AND PE5TIGIDE5 APPLIED 10 HOOD, OR OTHER APPROVED METH005 OF TERMITE PROTEGTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW GON5TIRIICTION. SEE SECTION 202, REGI5TERED TERMITIGIDE." UPON COMPLETION OF THE ARtIGATION OF THE TERMITE PROTECTIVE TREATMENT, A GEKTIFIGATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LIGEN51ED PEST GONTR(-)L COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: IT E BUILDIN6 HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF A6RIGULTURE AND CONSUMER SERVICES." LATERAL. BRACING 4 WALL 5HEATHIN65PECIFICATIONS THI5 MODEL HAS BEEN EN6INEERED TO RE51ST LATERAL FORGES RE51TING FROM 160 MPH WIND SPEED, EXP. G RISK GATE5ORY 11 $ SEISMIC CATE60RIE5 A/B. ENCLOSED, 0.18 INTERNAL PRE55URE GOEFF. ENGINEERED DE5116N WA5 COMPLETED PER THE 6TH EDITION 2011 FLORIDA RESIDENTIAL 4 BUILDING CODES (5EGTION5 R301.1.3 (RES) 4 Il (BUILDIN6)) 4 A56E T-10 STANDARD EXTERIOR WALL SHEATHING REQUIREMEN15: PI SHEATH ALL EXTERIOR WOOD FRAMED WALL5 w/ T/lb" PLYWOOD OR 056 FASTENED W/ 2Y'2"XO.131" NAILS ® 6" O.G. ALONG PANEL ED6E5 AND 12" O.G. IN THE PANEL FIELD. I. ALL 5HEATHINS PANELS SHALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO 5TUD5) AND INSTALLED FULL HEIGHT OF SHEAR WALL - 01r' - 2X HORIZONTAL BLOGKIN5 SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL EDGE5 4 EDGE FASTENING. 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING 0 I6"o.c. MAX. U.N.D. ON PLAN. 3. SHEATHING SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TD DOUBLE TOP PLATE. 4. ALL SHEAR HALLS SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ F'2x0.131" NAILS ® I6"O.c. USE (5) 5v2"xO.131" NAILS 0 EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALYSIS A55UME5 ALL INTERIOR SHEAR WALL5 AND EXTERIOR WALL5 A.RE CONTINUOUS SHEATHED ABOVE AND BELOW OPEN NIC6. 6. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL GONSTRUGTION REQUIREMEN'5. T. ALL EXTERIOR p'''¢:,_Lri GOiySI BRED AS SHEAR WALL5. 8. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. INDIGATE5 LOCATION AND EXTENT OF 5HEARI^IALL iNHiGH REOUIRE5 SHEATHIN6 AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF STANDARD CONS ;1RUGTION SYMBOL `_iHEAR. PANEL SPEC. Ql/ 16" PLYWOOD OR 056 FASTENED w/ 2211x0.131" NAILS @ 3" o.c. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 ASSEMBLY. HOLIP-DOWN SCHEDULE 5YMB0L SPEGIFIGATION ® 1-10-1 USP HTT45 HOLDOWN* ® HO-2 U5P M5TG40 STRAP TIE (12" END LENGTH) ® HO-3 LISP M5TG65 STRAP TIE (12" END LEN6TH) ® HD-4 USP 5TAD14 HOLDOWN *ALTERNATIVE TO 5TBI6 ANCHOR BOLT 5PEGIFIGATION: ANCHOR HOLDOHN UTILIZING THREADED ROD (REFER TO USP 5PECIF16AT10N FOR ANCHOR DIAMETER). EPDXY-5ET INTO GONGRETE FOUNDATION w/ USP GIA-6EL 1000 EPDXY 5Y5TEM PER MANUF. RECOMMENDATIONS. PROVIDE q" MIN. EMBEDMENT INTO CONCRETE. DD NOT LOGATE EPDXY-5ET ANCHORS WITHIN I %" OF FACE ON CONCRETE FOUNDATION WALL GENERAL STRUCTURAL NOTES FOUNDATION • FOOTING DE516N - 2,000 P5F ALLOWABLE 501L BEARING PRE55URE 15 ASSUMED. BUILDER/GONTRACTOR MUST VERIFY. • FASTEN 2x4/6 SILL PLATE5 TO FND WITH A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAX. FROM PLATE EN05 - UTILIZING: • 1/2" DIA. ANCHOR BOLT5 0 4'-0" o.c. WITH T" MIN. EMBEDMENT a GONG. • ALL ANCHOR BOLT5 SHALL HAVE 3"0"4.221" STEEL PLATE WA5HER5 UNLESS NOTED OTHERWISE ON PLANS. • ALTERNATIVES: • 1/2" DIA. X 6" LONG POWER5 WEDGE -BOLT+ ANCHORS ® 4'-0" O.G. • 112" DIA. THREADED ROD (T" MIN. EMBED) A 4'--0" O.G. UTILIZING HILTI HIT-HY-200 EPDXY 5Y5TEM • LISP FA4 ANCHOR 5TRAP5 o 4'-0" O.G. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ PERIMETER FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORR0510N-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DESIGN BASED ON AGI 518 GHAPTER 14 FOR STRUCTURAL PLAIN CONCRETE. CONCRETE SHALL ATTAIN THE FOLLOWING MIN. COMPRESSIVE 5TREN5TH5 IN 28 DAYS, U.N.O.: • f'c = 2,500 p51:....... FOOTIN55 4 INTERIOR 5LA55 ON 61RADE 2,500 p51:....... 6ARA5E 4 EXTERIOR 5LAB5 ON GRADE • fly = ('50,000 psi • • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN T% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR BELOW FR05T LINE. CONSULT 5011-5 REPORT OR BUILDING DEPT. FOR MINIMUM DEPTH BELOW 6R rk-.. • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON VIR61N E,.)iL OR q5% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF 5L•�\L; E06E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF I, H DEPTH OF THE SLAB (I" FOR A 4" 5LAB) • JOINT5 SHALL BE LOCATED 0 10'-0" O.G. (RECOMMENJEC') OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 CL05E TO 5QUARE) AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO • A RE615TERED WOOD TREATMENT TERMITIGIDE SHALL BE U5i.i7 FC SUBTERRANEAN TERMITE PREVENTION, IN ACCORDANCE WITH THE LABEL DIRECTIONS FOR USE AND THE FBG. • DIMEN51ON5 BY OTHER5, BUILDER TO VERIFY. GARAGE SLAB 4" GONG. SLAB ON 4" MIN. (,7R:ANULAR FILL ON 15% COMPACTED FILLNIR6IN 501L PORCH 5LAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% COMPACTED FILLNIR6IN 501L 5LAB ON GRADE 3 112" GONG. 5LAB rt/ bx6 WI.4xl.4 MF (OR FIBER MESH ILO MF) ON 6 MIT.. VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% GOi1PAGTED FILLNIR61N 501L FLOOR FRAMING • I-JO15T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXGEED L/480 LIVE LOAD DEFLEGTION CRITERIA. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY I-JO15T /TRUSS MANUFAGTURER, UNLE55 OTHERWISE NOTED. • I-JO15T/TRU55 SHOP OWS5. SHALL BE SUBMITTED TO ARCH. 4 ENS. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • FLOOR 5HEATHIN5 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHIN5 TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS 6" O.G. AT PANEL ED/�E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMING • ERECT AND INSTALL WOOF TRUSSES PER WTGA 4 TPI'5 BG51 1-14 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • FA5TEN EACH ROOF TRIY95 TO TOP PLATE NU LISP RT16A HURRIGANE CLIP (OR APPROVED EQUAL) A ALL BEARING POINTS. GLIP5 MUST BE INSTALLED ON EXTERIOR FACE OF EXTERIOR WALL5 OR THE SAME SIDE A5 THE SHEAR WALL SHEATHING. • ALL ROOF GIRDER TRU55E5 AND FLUSH BEAM5 WITHIN THE ROOF 5Y5TEM SHALL BE FASTENED TO THE DOUBLE TOP PLATES AND P05T SUPPORT W U5P MTHIb 61RDER TIE-DOWN5 OR APPR. EQUAL (TYP. U.N.O. ON PLANS) ' ROOF SHEATHING SHALI. BE 7/lb' MIN. 055/PLYWOOD SHEATHING 2% EXP05URE I. FA5TEN 5111ATHIN6 TO ROOF MEMBER5 w/ R5Rr01(2-YB x0.113" RIN6 SHANK) NAILS o b" OL. 0 PANEL EDWo 4 o b' O.G. IN FIELD. PROVIDE 'H" 5TYLE CLIPS ALONG UNSUPPORTED E06E5. FASTEN 5HEATHI% TO GABLE END 4 DRA6 TRU55E5 w/ R5R5-01 NAILS a 3" O.G. • ROOF 5HEATHI% FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTIN10U5LY UNDER ALL OVERFRAMIN6. • TR155 ALL LARGE VALLEY 5ET5. FASTEN EACH END TO TRU55 BELOW w/ LISP KM12 AND (2) 3'x0.131" TOENAILS TO EACH TRV55 BETWEEN. FOR SMALL OR IRREGULAR AREA5 OF OVERFRAMIN6, PROVIDE 2x4 (MIN) RAFTER OVERFRAMI% 0 24' O.G. FASTENED TO TRU55 BELON w/ U5P MTWI2 4 (2) 3"0.131" TOENAILS EA. END (MAX. 4' LEN6TH BEDEN SUPPORT POINTS) • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MARFAGTURER, UNLE55 OTHERNI5E NOTED. • ROOF TRU% SHOP DW6�.. SHALL BE SUBMITTED TO ARGH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH 4 9IORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) Yx0.01' NAILS 0 lb- O.G. • THE EXTERIOR GEILING5 FOR THE ENTRIES AND PORCHES SHALL HAVEY2" EXTERIOR 6YP5UM BOAKO. THE 6YP5UM BOARD SHALL BE ATTACHED TO ALL FRAMING MEMBERS WITH BLOGKIN6 PROVIDED AT PERIMETER. THE 6YP5UM BOARD SHALL DE ATTACHED WITH TYPE "W" 1144" DRYWALL 5GREW5 A b"O.G. IN FIELD AND EDGES. Window It Door Allowable Wind Pre55ure5 160 MPH Wind Zone Exp G Ri5k Gat 11 EnGlo5ed 0.16 Internal Pre55ure Goeff. OPENING SIZE INTERIOR ZONES LNO ZONE5 5-0" X it DO AI +35.6 P51/-38.8 P5F +55.6 P`jF/-46.5 P51F 2'-0" X 3'-0" IoMi BI +31.3 P5F/-40.5 P5F B2 +31.5 P5F/-4q.g8 P5F Y-0" X 51-0" WNDNI GI +36.5 P5F/-31.6 P5F 9+36.5 P5F/-48.2 P5F II X T-O" DOOR DI +33.2 P5F/-36.3 P5F D2 +33.2 P5F/-41.1 P5F I6'-0" X 1'-0" DOOR EI +31.1 P5F/-34.8 P5F 0+31.1 P5r/-38.6 P5F End Zone Is defined o5 the Smaller of 10% of least horiz. dim. or 40% of mem roof height, but not 1e55 than 4% of least hoi dim. or 3 ft. NOTE: Preer5ureer chcrted here ane allowable pre5we,5 w/ a me tx. mean roof height of 25ft. Values are permitted to be converted pev A5GE 1-10 erection 2.4.1 to get an equivalent ultimate load pressure. divide allowable pressures by a factor of 0.6 to obtain ultimate Imessures. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON: bth EDITION (201T) FLORIDA BUILDING CODE. • WOOD FRAME EN61NEEFIN6 15 BASED ON NOS, "NATIONAL M516N SPECIFICATION FOR WOOD CONSTRICTION" - LATEST EDITION. • DE516N LOADS: ROOF DEAD = ? P5F T.G., 10 P51' B.G. LIVE = 20 FSF LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (30 P5F ® SLEEPING AREAS) DEAD = 10 P51F (I-JO15T5 4 SOLID SAWN) (20 P5F ® TILE) LATERAL (SEE NOTES) SEISMIC (5EE NOTES) SOIL SEE FOL+DATION NOTES (WILDER TO VERIFY) 6ENERAL FRAMING • ALL TYP. NAIL FASTENER REQUIREMENT5 ARE NOTED IN STANDARD CONNECTIONS TABLE (IRG TABLE RI502.3(1)) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR CONNECTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS FOR MAX CHARTED CAPACITY. NOTE: HAN6ER5 USE COMMON NAIL DIAMETERS NOT TYPIGAL FRAMING SUN NAILS_ • EXT. 4 INT. BR6 M-1-5 SHALL BE 2x4 (UNLE5�, NOTED OTHERN15E ON PLAN) a 16" O.G. 5PF OR 5YP #2 GRADE LUME4 R, OR BETTER, U.N.O. • WALL5 OVER 1 TALL SHALL BE PER PLAN ALL HEADER5, BEAM5 4 OT14ER 51PXTURAL MEMBERS SHALL BE 5PRL'GE-PINE-FIR #2 (Ti OR 5QUI I ERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). ALL HEADER-; HAVE BEEN OB16NFD BA5ED ON CALCULATED LOADS 4 51ZED ACCORDINGLY. GORE 'I APLE5 HAVE NOT BEEN U5ED. • ALL NON -BEARING INTERIOR 51UD WALLS 5HAI L BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS 5PAGED A 2'V O.G. (MAX., U.N.0) • HEADERS IN NON -LOAD i"EAR*46 WALLS SHALL BE: (02x4/b FLAT a OPENIN55 UP TO 4', (2)2x4/6 FLAT UP TO Il • ALL FRAMING LUMBER' :!ALL BE DRIED TO 15% MG (KD-15). ' ENGINEERED LUMBER TO MEET OR EXGEED THE FOLLOWING: • 'L5L' - Fb=2325 ,ri: f=v ;'!O psi; E=L55x10 6 ps( 'LVL' - Fb=2600 ; ai; sue,. ZB,- psi; E=2.0xWb psi • FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES ToSET HER WITH 3 ROH5 OF 5NO.120" NAIL.` a f"" 0/6 OR 2 ROW5Y4"x 2" USP WOOD 5GREW5 (OR �2" TRU59LCK 56REW5) A 1b" 0/G. USE A MINIMUM OF 3 ROW,:: OR 3EAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 ,AT +30TH FACES FOR 3-PL1' CONDITION. LOCATE TOP 4 BOTTOM NAII.56./REW5 2" FROM EDGE. SOLID 5Y2" OR 5Y4" BEAMS ARE AC.C.-EPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. . FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN t'LIE5 TOGETHER WITH 3 ROWS OFY4"xb" LISP WOOD 5GREH5 (OR 6 %" TR155LOK 5GREW5) o 16" O/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE SIDE ONLY FOR TRU55LOK 5GREH5). LOCATE TOP AND BOTTOM 5CREW5 2" FROM EDGE. A SOLID T" BEAM 15 ACCEPTABLE. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A 5UPI'ORT INDIGATE5 THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • FOR STUD P05T 6ROUP5 SPECIFIED ON PLANS A5 (4),(5) OR (b), FASTEN PLY5 w/(20'x0.131" NAIL5 A b" O.G. OR (2)3"xO.120" NAILS 4" O.G. (ALL PLY5, FULL HT, OF POST) • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FND/BEARIN6, BLOGKING TO MATCH P05T ABOVE. • FASTEN 2x WOOD PLATES TO TOP FLANGE OF STEEL BEAMS WITH P.A.F.'5 ('HILTI' X-GF PINS OR EQUAL) A I6" O.G. 5TA66ERED, OR 1/2" DIA. BOLT5 o 48" O.G. 5TA66ERED. • ALL EXTERIOR 4x4 WOOD P05T5 SHALL HAVE USP G44 GAP 4 PA44E BASE, U.N.O. rx - 517r.20n CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS JOIST TO 50LE PLATE (5) TOENAILS (3) TOENAILS' 50LE PLATE TO J015T/BLK'5. NAILS A 4" o.c. NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (5) TOENAILS' TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS A 8" o.c. TOENAILS A 6" o.c 5LK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAILS" DOUBLE STUD NAILS o 24" o.c. NAILS a 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS ®Ib'° o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAIL5 IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTERSECTING WALLS (2) NAILS (2) NAILS * 2/2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"4.120", SAME 5PAGING OR RIMBER OF NAILS. (ONLY ACCEPTABLE HHERE * ARE 5HONN) l/o 824 ! p E� hlluU�Nee MAR 0 7 2019 © copyright: MULHERN & KULP Structural Engineering, Inc. `6. cv z_ Jm w w Z o � � Z Q u, a J i a Z_ gv F A m = W t- =-J m E a ;A a� Jz v� �W c = a Ce m � m a MA project number: 1 95-19004 projectmgr. JSB drawn by: WC issue date: 03-07-1 9 REVISIONS: date: Initial: 03/01/Ig PAT sheet: ii- L1J D Ld ram' VI W 0 w O to 0 2 00 ti~ } J >- �NW� O J m r�NZ� V Y J Li- CV°w 0 zME 0-p-� 0 O 0- �1 I-, Li seal: JUL 0 0 2019 001111011 N 7 4 L :* • ST E IF Z �< R © �o69ashr, V4yirarankber ::T $huctural Engineering, Inc. li. Z z JW WI z c� z W d J m 7 ¢ aaFF it U A Al UJ W .J1 aE JZ 1 _Yt 0 to m �N Aa M&K project number: 195-19004 projectmgr: JSB drawn by: WC issue date: 03-07-1 9 REVISIONS: date: initial: 0310-lAq PAT W r� W O I --I 0. T�--� U T w 0 0 t].. p o a',,�r' } N Q0) U N wq �Y_J Q U 0 �Z a�' oLLI 0 o 0- N lL sheet: S0_ I wF' rUJ y Wade Jurney Homes Product Approval/ NC�A Index Sheet Updated:07-03-2019 Product Approval Design Component Model/Series Impact Attachment method Approval # Date Pressures Resist. Roof TAMKO Bldg. Products, Inc. Asphalt Shingles Roofing 3-Tab Glass Seal Elite FL28355.1 12/12/2027 N/A Standard Fastening Pattern, (For use on decks with slopes 2 in, per foot to 21 in. per foot.) One fastener 1 in. back from each end and one 12 in. back from each end of the shingle for a total of 4 fasteners. Far slopes from 4:12 and higher RhinoRaof U20 is to be laid out horizontally (parallel) to the eave with the printed side up, Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1" in from the edge. Far law slope (less than 4:12} Covering Interwrap Underlayment's Roofing RhinoroafU20 FL15216 12/22/2017 N/A applications it is recommended to overlap SO%plus 1"The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. For same day coverage with primary roofing RhinaRoof U20 can be anchored with corrosive resistant 3J8" head x i" leg roofing nails (ring shank preferred, smooth leg acceptable). Thermo-Tru Fiberglass Swing door Fiberglass 6-Panel FL15225 9/21J2018 67 -07 Yes Jamb, Head, and Threshold Fasteners for this unit include #10 Wood Screws or 1/4" Tapcons. A Physical Shim must be placed in Shim Space at each anchor location. Tapcon edge distance MIN 2-1/2". Wood Screw edge distance MIN 3J4", not to exceed 6" O.C. Doom Attach door bracket to jamb w/ 5/16" x 15/8" lag screws not to exceed 24" O.C.. Door lamb to be minimum 2x6 structural grade Wayne Dalton Overhead Double Door Series 9100 FL9174.6 2/13/2g18 39.2 -43.7 Yes lumber. Vinal or wood door stop nailed at maximun of 6" O.C. must overlap top and both ends of panels min 7/16" tp meet negative pressures. Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest hole Ply Gem Windows Vinyl Fixed Window Series 1500 F116104.1 12/27/2017 55 -55 Na Bldg Framing Penetration Y' min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3J8" Minimum Head diameter Min. Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Eve 0 II W EXTENDEV 12' MIN. BELOW GRADE -ISOLATE PIER FROM PORCH 5LAB (TYP) SLAB FOUNDATION PLAN 5GALE: ELEVATION B ROOF FRAM I NIS PLAN ELEVATION 5 Window 4 Door Allowable Wind Pre55ure5 160 MPH Wind Zone Exp G, Risk Gat II, Enclosed 0.18 Internal Pressure Goeff. OPENING 51ZE INTERIOR ZONES END ZONE5 V-0" X 6-8" DOOR 0 +35.6 PW-38.8 P5F ®+55.6 P5F/-465 P5F -0" X 3'-0" WNDW BI +31.3 P5F/-40.5 P5F B2 +31.3 P5F/-4gAf3 P5F -0" X 5'-0" WNDW @ +3b.5 P5F/-3q.6 P5F @ +365 P5F/-48.2 P5F P'-0" X 1'-0" DOOR @ +332 PW-3b.3 P5F D2 +33.2 P5F/-41.1 P5F @ E2 i'-0" X 1'-0" DOOR +313 P5F/-34.8 P5F +31.1 P5F/-38.6 P5F nd Zone Is defined as the smaller of 10% of least horiz. dim. or 40% of mean oof height, but not less than 4% or least horiz. dim. or 3 ft. OTE: 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 allowcble pressures by a factor or 0.6 to obtain ultimate pressures. CONNECTION SPECIFICATIONS (TYP. U.N.0) GONNEGTION TYPE CONNECTOR UPLIFT GAP. I FA5TENING TRU55 TO DBL TOP PLATE OR BM. U5P RT16A 1160# (9) z"X0.148' TO TFJJ%, PLATE 61RDER TRU55 TO P05T U5P MTW16 100 (4)� "X01 4"NTO FLU51-1 BM. TO P05T U5P MTWI6 1005# 14 "XO.148' VALLEY TRU% TO 5A5E TRU55 05P MTW12 100 04) 2"XO.148" 5TIGK-BUILT OVERFRAMIN6 U5P MTkq12 100 (14) z X0.148" PORCHTO POST 1000# 6 z X0.lb2" 5TUD TO SOLE PLATE U5P RT 1 4615# z"X0.131' TOP OR 50LE PLATE TO 5TUD U5P RTl 4cl5# ) V2.XO.131a GARAGE 5LAB 4" GONG, 5LAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILL/VIRGIN 501L PORCH 5LAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILL/VIRGIN 501L 5LA13 ON GRADE 3 112" GONG. 5LA5 w/ 6xb NIAAA NNF (OR FIBER ME51-1 ILO NNF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIRGIN 501L HOLD-DOWN SCHEDULE SYMBOL 5PEGIFIGATION HO-1 U5P 14TT45 HOLDOWN* HD-2 U5P M5TG40 5TRAP TIE (12" END LENGTH) HD-3 U5P M5TG66 5TRAP TIE (12" END LEN(5TH) HD-4 U5P 5TA014 HOLDOWN 'ALTERNATIVE TO 5TBI6 ANCHOR BOLT 5PEGIFICATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P 5PEGIFIGATION FOR ANGHOR DIAMETER). EPDXY-5ET INTO GONGRETE FOUNDATION w/ U5P GIA-6EL 1000 EPDXY 5Y5TEM PER MANUR REGOMMENDATION5. PROVIDE q" MIN. EMBEDMENT INTO GONCRETE. DO NOT LOCATE EPDXY -SET ANCHORS WITHIN 1 %" OF FACE ON GONGRETE FOUNDATION WALL LEGEND • ® INTERIOR BEARING WALL • BEARING WALL ABOVE • — • • — BEAM / HEADER • F7:7:79 EXTENT OF OVERFRAMINS • JL METAL HANGER • INDICATES SHEARWALL • INDICATE-5 HOLDOWN REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES '� N "h7824 i �'. ATE OF ;flu '��. "UNAI-E �ma 5 �1rf III USKy"` MAR 0:7 2019 © copynght: MULHERN & KULP Structural Engineering, Inc. 0 W Z JW W V z i crl z W Q ZF- U Wt- y e !JLU Z y W C u �a M&K project number: 195-19004 projectmgr, JSB drawn by, WC issue date; 03-07-1 9 REVISIONS: date: initial: 03/01Aq PAT U) w 2 0 1 I WE z 0.. J z Q '0 �0 0 0 0 LL J N w } LO N o w� z � r Y ,� LL dNJ z x M (� LLI V ) I- Li. sheet: RIGHT HAND S'I.OB*F l �r- FASTEN ROOF TRU55 TO TOP PLATE OF WALL K/ V5P' RTIbA CLIP (L16T BE IN5TALLED ON EXTERIOR FACE OF EXTERIOR WALLS) d (3) 3'X0.I20' (MIN) TOENAIL5 CW MAX. Fffi. HT. 2x4 0 Ib' O.G. EXT. WALL 5PF OR 5YP #2 CRAVE LUMBER, OR BETTER, U.N.O. ON PLAN FASTEN EVERY OTHER 5TUD TO DBL. TOP PLATE WITH U5P RTT (ONLY REOV IN 150 MPH WIND 5PEED OR 6REATM TYPICAL SHEAR nMTRAN51FER DETAIL @ ROOF ��'J S/4'■I'O' FA5TEN EVERY OTHER STUD TO 51LL PLATE WITH U5P i (ONLY 2x4 0 16' O.G. EXT. WALL REOV IN 150 MPH WIND 5PF OR 5YP #2 6RAVE 5PEED OR GREATER) LUMBER, OR BETTER, U.N.O. 2x P.T. 51LL PLATE ON PLAN (5EE PLAN) FASTEN WALL SHEATHING TO 6ARA6E 5LA13 51LL PLATE kv (5EE PLA 2 3/6" X 0.113' NAILS o 3' O.G., U.N.O. lla GRADE _ =I I I I I M I —I I I -I I I-1 V DIA. A.B. w/ 3"x3'xO229" III= 57EEL PLATE WA5HER 0 4'1 O.G. MAX., U.N.O. REINFORGEMENT -5EE DTL /F_� .: TYPICAL SHEAR TRANSFER DETAIL ® EXTERIOR 6ARA6E WALL 6MINJOL15 05D RIP OVER FULL LENGTH OF HEADER FASTENED TO DBL. TOP PLATE, TRIMMER B STUDS W 2 % x0.113" NAILS 0 3' O.G. CRIPPLE STUDS LOWER TRIMMER JACK f KING 5TUD5 BEYOND t lL SECTION VIEW GABLE END TF165 — 5HEATHED WITH 01 FASTEN BOTTOM CHORD OF 6ABLE END TFV% TO DBL. TOP PLATE P# i MPAI GLIP5 0 36'o.c. 2x4 o 16" O.G. EXT. WALL 5PF OR 5YP 02 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN PROVIDE 6ABLE END BRACING PER TRU55 MANUFACTURER PROVIDE 2x4 BLOGKIN5 0 45" O.G. IN FIR5T (3) BAY5 OF ROOF TRUSSES -GUT TO FIT TIGHT BETHEEN TF165 BOTTOM CHORDS FASTEN DRYWALL TO BLOCKING w/SCREW5 /NAIL5 0 6" O.G. TYPICAL 6ABLE END BRACING DETAIL WiIM D/4'■I'-0' I•N41JS P1tMIM6 rr_aa�r.:■��al ML 10 .,IA �' • ' VA JACK STUD AXI5 ELEVATION VIEN PER 2011 FBG, 6TH ED. R103.12.1: 5OFFIT5 AND THEIR ATTAGHMENT5 SHALL BE CAPABLE OF RE515TIN6 WIND LOAD5 5PEGIFIED IN TABLE5 R301.2(2) AND R3012(3) FOR WALLS U51N6 AN EFFECTIVE WIND AREA OF 10 5QUARE FEET. NOTE: BATT OR BLOWN COORDINATE SOFFIT OVERHANC75 INSULATION PER ARCH WITH ARCH AND TRU55 MANUF. FIBER&LA55 5HIN6LE5 PRANINC75 OR TILE ROOF PER ARCH —� APA RATED STRUCTURAL REFER TO 51?I.0 FOR 5HEATHIN6 ADD'L 5TRUGT. -5EE NOTES INFORMATION GEILIN6 BOARD -SEE ARCH WALL 5HEATHIN6 (NOMINIALY2" THICK 055 OR EQUAL), HOUSE WRAP, VAPOR BARRIER, VINYL SIDING (PER ELEV. - DRYWALL DRAWIN65 d PRODUCT -5EE ARCH APPROVAL SHEET) -5EE ARCH PLANS 2x4 o 16" O.G. EXT. WALL FOR COMPLETE INFO. 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN 5EE ENER6Y GALG5 TYP. SILL PLATE: FOR INSULATION REFER TO REQUIREMENTS PER FOUNDATION DETAIL5 ARCH TYP. GONG. 5LAB: FLASHING d 51LL 5EALER� PER ARGH a REFER TO FOUNDATION DETAIL5 (F I DI.0) 3 PLAN GRADE 12" WIDE GONG. IJ TRENCH FOOTING \_(2) #5 BAR GONT. I -D LON61TUDINAL REINF. w/ 3" MIN. COVER 8 MIN. 55" LAP SPLICE (TYP.) TYPICAL I -STORY WALL SECTION SCALE: N STUDS FASTENED TO DBL. TOP PLATE AND 51LL PLATE WITH (2) 3'x0.131' END NAILS OR TOENAILS. CLIPS ONLY REQUIRED WiERE SPECIFICALLY NOTED (5EE PLAN SPECS) ALL EXTERIOR WALLS — SHALL BE SHEATHED WITH PULL PANELS IN VERT. OR HORIZ. ORIENTATION AS INDICATED WITH NAILING AS SPECIFIED ON TYPICAL NOTES AND PLANS (5EE PLAN 51 \n_vn�wl c.swruluc .,mn�wl usw�ul\v_ MIN. (2)2X4 JAGK5 (5EE PLANS) -REFER TO 50.0 FOR TYP, FAC,TPWIMr r.rltiti 2x6 *2 5PF' ;^IOOD JAMB lllYJl')NRAI GISATiJ:\I/_ Y2° DIA. x 5" LAG -REW5 W/ 2" t5HER5. EQUALLY 'AGED OVER FULL I6HT OF DOOR BUCK. 5EGTION VIEW TYPICAL 6ARAi DOOR BUCK CONNECTION DTL or ' II II 1 I I .1 —_.I, --I_ 711CFVrIfIV fX°V RWhll°O Al - 717 fv<y1Al.L. MA7 vi vmllz w A2 WINDOW CORNERS (PER DETAIL CONTINUOUSLY 5HEATHcD PANEL VIA FORGE 06) ONLY REQUIRED HERE TRANSFER AROUND OPEii (FTAO) SPECIFICALLY GALLED OUT ON METHODOLOGY - HOLD LOVIN5 ARE ONLY PLAN (SEE PLAN SPECS) REGIUIRED NEERE SPECIFICALLY NOTED ON PLAN PLAN SPECS) TYPICAL EXTERIOR WALL SHEATHIN6 ELEVATION DETAIL \vJ SCALE: DOUBLE TOP PLATE (5EE PLAN 5PEG5) / SHEATHING EDGE NAILING (5EE PLAN 51 ,i-51 FIELD NAILING (5EE PLAN SPECS) /--AT HORIZONTAL i SHEATHING, PROVIDE 2x FLAT BLOGKIN6 AT ALL UNSUPPORTED PANEL EX�E5 (SEE PLAN 5PEG5) —AT STANDARD WALL OPENING, PROVIDE (I) KING STUD + (1) JACK 5TUD EACH SIDE (U.N.O. ON PLANS) SILL PLATE (5EE PLANS, NOTES f DETAILS FOR TYPICAL WALL ANGHORAi t CONNECTIONS) 5. � : S / E OF NA%- 11111111°° MAR 0 7 2019 © copyright: MULHERN & KULP structural Engineering, Inc. M&K project number: 1 95-1 9004 project mgr: J S drawn by: jj\ j issue date: 03-07-1 REVISIONS: date: initial: 03/0'149 PAT IL U w L_.I iiii1 ww��Tii 0 00 �Nd0) W Z d U O - -� � 00Ed zma i- W , 0 0 o a I,-i sheet: SE)1.0mF 11 0 I I PONY WALL MAX. HT.: - =I'-1Ys' w/ U5P MSTCbb =2-II' W L15P KE= PONY WALL MAX. HT.: - =1'-1)4' W USP M5TG66 =2'-II' W/ L15P K5TV2 K4 E �1 E (3) KING STUDS - -51WLE KING 57W ONLY IF 4 FT (MIN) SOLID RETURN WALL PROVIDED IN PLAN \-3'xIIV4 MIN. HEADER SEE PLAN. (2) 2x4 - HEADER TO BE LOCATED AT TOP OF OPENING FASTEN No MIN. THICKNESS WOOD 5TRUGTURAL PANEL SNEATHIN6 TO HEADER WITH Z'x0.131' NAILS IN 3' GRID PATTERN A5 5HONN AND 3' O.G. IN ALL FRAMING (STUDS t SILLS) TYP. IF PANEL SPLICE 15 NEEDED IT SHALL OCCUR WITHIN 24' OF MID4E16HT. BLOCKING 15 REQUIRED. IF 2x BLOCKIN6 15 LEW IT MUST BE STITCH NAILED WITH ONE ROW OF 3t W.148' AT 3' O.G. MEQ'IiLJiJ MIN. (2) 2x4 U5P 5TAP14 HOLD" STRAP (EN VEDDED INTO CONCRETE AND NAILED INTO FRAMIN6) OR U5P HTT45 HOLDOW INSTALLED PER MANUFACTURER SPECIFICATIONS. MIN. 3'X3'XY4% PLATE WASHER Vg DIA. ANCHOR BOLT WITH 1' B43EDFENT INTO COW,. A TATE F i SHEATHIN5 FI LE MAR 0 7 2019 AS REQb © copyright: MULHERN & KULP g Structural Engineering, Inc. �j U5P STRAP SPEC BASED ON CD PONY WALL HEIGHT 0. z z 31'4 x0.148' zF-MSTC66 STRAP W 33' END NAILS IN (2) LENGTH FOR 1'-1V MAX HT. w R0M 0 310C. or K5T12 STRAP W 36' END =z LENGTH FOR 2'-I1" MAX HT. fm j -STRAP CENTERED o BOTTOM Z z OF HEADERX. - LOCATE ON INSIDE FACE OF + a WALL. Z x I W~ y > m _ QE JZ v��QQgg W 0 O xx V 05B OR PLYWOOD 5 W CO SFEATHINS, 0ONnN,10115 ` N C � n FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED SPLICE S AREA. ONE •4 BAR TOP AND BOTTOM OF FOOTING. LAP BARS 15' MIN. �3'xltv4 MIN. HEADER SEE PLAN. - HEADER TO BE LOCATED AT TOP OF OPENING FAST84 TOP PLATE TO HEADER Klu TWO ROW5 OF % x0.146' NAILS 0 3' OC. LISP STRAP SPEC, BASED ON PONY WALL JACK M5TTGG66 STRAP W 33' END LEt15TH FOR 1'-1 Y,' STUD MAX HT. or KST12 STRAP W WEND LENGTH FOR 2'-II' MAX FIT. -STRAP CENTERED 0 BOTTOM OF HEADER - LOCATE ON INSIDE FACE OF WALL. DBL JACK STUD (MIN) RU lla,v DIA. ANCHOR BOLT WITH 1' MIN E?4BEDN1 NT INTO COW, AND 3'X35X Y4 PLATE WABE R, T(P. WALL FRAMIN6 SPECIFICATION. 02x4 WALL: USE HF #2 6RADE STUDS (OR BETTER) 02x6 WALL: USE SPF STUD' GRADE STUDS (OR BETTER) N2'x0.131' NAIL o 6' O.G. IN ALL PANEL ED&E5 NOT PART OF PORTAL FRAME 0.148' 5 AT W. ter PORTAL R_1IDETNL �\ U _ _ O D06 5GALE: N.T.5. BOTH 51DE5 OF 6ARAC7E DOOR LETTERED DETAILS ARE TYPICAL FOR TH15 HOME 4 5HALL BE IMPLEMENTED IN ALL APPL I GABLE AREAS. THE5E DETAILS ARE NOT "GUT" ON THE PLAN5. I{m�4�Km'✓L La ll_.v4 NUMBERED DETAIL5 ARE PLAN SPEGIFIG AND ARE ONLY REQUIRED WHERE 5PEC; I F I GALLY INDICATED ("GUT") ON THE PLANS. M&K project number: 1 95-1 900 projectmgr: JSB drawn by: WC issue date: 03-07- 1 9 14011101 date: initial: 03/0l/19 PAT LI J Q z LL sheet: j� W Mz L.I.. D Ld 0 v ! W 2 0 1 (L J U Ldo � 1^I 1� T 0 NN Oo n �Nd0) Ld — N W� z i Z LL W x O O m IY Lo W_ O 0- `� f L SD2.OmC:F a TYP. 51LL PLATE: 2x P.T. PLATE W/r2" PIA. x T LONG A.B. ® 4'-0" O.G. (U.N.0) W/ TYP. 5HT16 TO 51LL 3"X3"X0229" STEEL PLATE WA514ER5. TYP. 51LL PLATE PLATE CONN.: PROVIDE MIN. (2) PER PLATE SEGMENT, -5EE DTL I/FDI.O FASTEN WALL 5HEATHING MIN. 12" FROM 5E6MENT ENDS z TO 51LL PLATE W/ TYP. SLAB ON GRADE: TYP. GARAGE SLAB: TYP. PORCH SLAB: 4" GONG. SLAB ON 4" 4" GONG. SLAB ON 4" MIN. 4.A 2 3/8" X 0.II3" NAIL5 ® 3 I/2" GONG. 5LAB w/ bxb > `r MIN. GRANULAR FILL 6RANULAR FILL ON 45% 3" O.G., U.N.O.WIAAA WWF (OR FIBER ME5H ON 95% COMPACTED COMPACTED FILL/VIR6IN 501LILO WWF) ON b MIL VAPOR ? FILLNIR6IN 501E _ARRIER ON 4" MIN.Q GRADE '. GRANULAR FILL ON 45% cOGRADE=1 1I , ,I I1 COMPACTED FILL/VIR61N 501E _ =—III II III- 12" WIDE GONG.' i 12" WIDE GONG. _ I I- N TRENCH FOOTING i� S S 1 I , . TRENCH FOOTING -1 i _ I �; BUILDER TO PROVIDE (2) #5 GAR GONT. REINFORCEMENT 150LATION JOINT FL OATIN6 PORCH 5LA13 LON61TUDINAL REINF. 1'-0" -SEE DTL I/FDI.O I -O N1 3" MIN. GOVER MIN. 38" LAP SPLICE TYPICAL. SLAB ON GRADE (TYP.) TYPICAL SLAB ON GRADE TYPICAL SLAB ON GRADE TYP. SILL PLATE -5EE DTL I/FDI.O 5LA13 ON GRADE -5EE DTL I/FDLO 12" WIDE GONG. TRENCH FOOTING REINFORCEMENT -SEE DTL I/FDI.O 1-GRI MG I GIR T-vI I MW .1 I b- NI I -it I Ld� 1 vv I Inv N9 vrnlvwr. 3 -I 'I - SCALE: 3/8"=1'-0" SCALE: 3/8"= I' -0" SCALE: 3/811= I'-0" $00 6ARAGE INTERIOR HOUSE INT�IOR "` �10'/ 0 GARAGE SLAB -5EE DTL I/FDI d A d' 711I TYP. 51LL r'LATE -5EE DTL I/FDI.O SLAB ON Gi ADE -5EE DTL V`01.0 ' N—PLAIN GONG. REINFORCEMENT THICKENED 5LAB -5EE DTL 1/FDIA 120W (5EE PLAN FOR 51ZE) CENTER Ko. ON WALL ABOVE TYPICAL THICKENED SLAB y® INTERIOR 6ARA&E WALL 4 5CALE: 50*'-0" INTERIOR BEARING WAWSHEAR WALL 2x P.T. BOTTOM PLATE SLAB ON 6RADE W HILTI X-CF i2 P& -5EE FND. PLAN PIN5 OR EQUAL ® 36, 0.6. RIM v'�vT vT:. 11 �►11 —5EE REINFORCEMENT AI 12"WTHICKENED SLAB (5EE PLAN FOR 51ZE) TYPICAL THICKENED SLAB ® INTERIOR BEARIN6 WALL 5CALE: N7.5. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH15 HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQUIRED ALL APPLIGABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. TYP. SILL PLATE BEYOND -5EE DTL I/FDI.O 6ARA6E 5LA8 -5EE DTL I/FIXO 12" WIDE GONG. TRENCH FOOTING REINFORCEMENT -SEE DTL I/FDI.O TYPICAL SLAB ON 6RADE SCALE: 3/8"=I'-O" S„�TYfl€I.a't Cola ,Ur1��HuF' a� r (_"' 1 7 1 PI�� m Y ROOF TW155E5 -5EE I/5DI.0 VINYL SOFFIT (AS CHOSEN BY BUILDER) SHALL MEET R103.1.1 CUT EVERY OTHER I" DEEP 5AW GUT CONTROL JOINT M�AC0AP 'TURER REQUIREMENTS) WIRE OF W.W.F. ® WITHIN 24 HOUR5 OF POUR CONTROL JOINT MID -WAY INTO 5LAB 4x4 PRE55URE TREATED WOOD -LOCATE JOINTS ® 5LAB P05T w/FINISFES PER 15' MAX GORNER5 d OTHER AREA5 WHERE ARGH/BUILDER BE GRAGK5 ARE LIKELY TO OCCUR "PA44E BASE (INSTALLED PER 5AWGUT5 MANUFACTURER REQUIREMENTS) 5LAB ON GRADE -5EE FIND. PLAN 51-OPE PORCH SLAB PER PLAN -SE -5EE 3/FDIA d RA GRADE • : • • d• . -III- s I 1=1 II-III11III 11 I=I 11_I�"� coMPAGTm I,, I„I 11 _—_I--I—I--I I I III-111- s I I_I I ill BAGKFILL d ..III. ,III ; ,III-III_,1111—III —III— I I 12 xl2 ISOLATED GONG. " " PIER FOOTING UNDER POST -PER PLAN TYPICAL A 5CALE: LOCATE ® 10' TO 15' oz. OR CORNERS WHERE CRACKS LIKELY TO DEVELOP TYPICAL PORCH COLUMN CONNECTION DETAIL SCALE: NONE g7574 i E i� 0 ` 824 tT • ATE `F rONim��,`` MAR 0 7 2019 © copyright: MULHERN & KULP Structural Engineering, Inc. CLz J� W W Z c� z W S J m Q A 2 E F Q $ ♦ V Imp Cn •5 m =c aE mQffiQffi W � O y m MW project number: 195-19d19 projectmgr: drawn by: issue date: 03-0REVISIONS: date: 03/01/14 z a. r� TJ U �0 L Q 00 O �Na0) W J v LL (V�°w zm� o m oa LL q-O[-�_� sheet: FDI.OF