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HomeMy WebLinkAboutPLANS (2)6 ' J 2r AD r-nDnr_c -� EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3=110CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV Dryer Vent RV = Range Vent = Lineset Chase — — Condensate OT Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box MEANS d METHODS NOTES THE STRUCTURE 15 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING 15 FINISHED AND ALL PLAN, DETAIL, AND NOTE SPECIFICATIONS HAVE BEEN COMPLETED. IT 15 THE CONTRAGTOR'5 50LE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE55ARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, AND TIE -DOWNS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND BRACING REQUIRED TO 5TABILIZE AND PROTECT EXISTING AND ADJACENT STRUCTURES AND 5Y5TEM5 DURING COURSE OF DEMOLITION AND GON5TRUGTION OF THE PROJECT. LATERAL BRACING METHODOLOGY • THE WOOD FRAME STRCTURE OF T14I5 UNIT/MODEL 15 DE516NIED TO RE515T LATERAL LOADINGS /n5 PERMITTED BY SECTION 4.3.5 OF THE 5PE61AL DESIGN PROV15ION5 FOR WIND AND SEISMIC (51)PW5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENIN65 METHODOLOGY PER THE REQUIREMENTS SET FORTH IN 5EGTION 4.352. A5 SUCH, WALL5 WITH OPENINGS ARE GON5IDEPL=D A SINGLE 5TRUGTURAL PANEL AND MAY NOT REQUIRE HOLDDOWN5 ADJACENT TO EACH WINDOW/DOOR OPENING. • 5HEARWALL5 USED IN THE DE516N OF THE STRUCTURE ARE DESIGNED TO RE515T BOTH SHEAR AND UPLIFT, AS PERMITTED THROUGH SECTION 4.4 OF THE 500W5. A5 SUCH, STUD CLIPS ARE NOT REQUIRED, EXPEGT WHEf"Z NOTED ON PLAN TO RE515T EXCE55 UPLIFT LOAD THAT HA5 NOT BEEN RESOLVED THROUGH THE EXTERIOR 5HEATHILd6 FASTENED AT THE TOP t BOTTOM OF THE 5HEARWALL. TERMITE PROTECTION SECTION R318 - PROTEGTION A6AIN5T TERMITE' TERMITE PROTECTION SHALL BE PROVIDED BY RE615TERED TERMITIGIDE-5, INCLUDING SOIL APPLIED PE5TIGIDE5, BAITING SYSTEMS, AND PE5TIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW GON5TRUGTION. SEE SECTION 202, REGISTERED TERMITIGIDE." UPON GOMPLETION OF THE APPI-IGATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT GONTAIN5 THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAW5 E5TABLI1�HE1? BY THE FLORIDA DEPARTMENT OF AGRIGULTURE ANO CONSUMER 5ERVIGE5." --I- LATERAL BRACING 4 WALL SHEATHING SPECIFICATIONS THI5 MODEL HAS BEEN ENGINEERED TO RE515T LATERAL FORGES RESULTING FROM 160 MPH ,WIND 5PEEi7, EXP. G RI5K CATEGORY II $ 5E15MIG CATEGORIES A/B. ENCLOSED, 0.18 INTERNAL PRE55URE GOEFF. ENGINEERED DESIGN WAS COMPLETED PER THE 6TH EDITION 2011 FLORIDA RESIDENTIAL If BUILDING CODES (SECTIONS R301.1.3 (RES) $ 160q (BUILDING)) 4 A5GE 7-10 STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: 0 SHEATH ALL EXTERIOR l^IOOD FRAMED WALL5 v/ 1/I6" PLYWOOD OR 055 FASTENED W/ 2V2"XO.131" NAILS ® 6" O.G. ALONG PANEL ED6E5 AND 12" O.G. IN THE PANEL FIELD. ALL SHEATHING PANELS SHALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO STUDS) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2X HORIZONTAL BLOGKIN6 SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL EDGE-5 t EDGE FASTENING. 2. ALL STRUCTURAL PANEL5 ARE TO BE DIRECTLY APPLIED TO 5710 FRAMING 0 Ib"o.c. MAX. U.N.O. ON PLAN. 3. SHEATHING 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 v/ 51'2'°x0.131" NAILS 0 Ib"o.c. USE (8) 51'2"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.NDJ 5. LATERAL ANALYSIS A550ME5 ALL INTERIOR SHEAR WALL5 EXTERIOR WALL:5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN 6. 6. SEE ARGHITEGTURAL DRAWINGS FOR ADDL WALL GON5TRUGTION REQUIREMENTS. 1. ALL EXTERIOR WAL 5 CCON5I2ERED AS SHEAR NALL5. 8. WHERE PANEL:: ?RE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL_ OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. INDGGATE5 LOCATION AND EXTENT OF 5HEAR1NALL WHIGH REQUIRES SHEATHING AND/ OR FASTENING SPECIFICATIONS BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL SPEC. O11i6n PL'YNOOD OR 05B FASTENED w/ 2Y2"xO.131" NAILS ® 3" O.G. ALONG PANEL EDGES AND 12" o.c. IN THE PANEL FIELD. NO 5TAF?LE ALT. FOR THI5 ASSEMBLY HOLD -ROAN SCHEDULE SYMBOL 5PEGIFIGATION HD-1 LISP HTT45 HOLDOWN* HD-2 L15P 1`15TG40 STRAP TIE (12" END LENGTH) HO-3 U5P M5TGbb STRAP TIE (12" END LENGTH) HO-4 U5P 51-ADI4 HOLDOWN *ALTERNATIVE TO 5TB1b ANCHOR BOLT 5PEGIFIGATION: ANCHOR HOLDOWNI UTILIZING THREADED ROD (REFER TO LISP SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION N1 LISP GIA-GEL 1000 EPDXY SYSTEM PBR MANUF. RECOMMENDATIONS. PROVIDE cl" MIN. EMBEDMENT INTO GONGRETE. DO NOT LOCATE EPDXY-5ET ANGHOR5 WITHIN I %" OF FACE ON GONGRETE FOUNDATION WALL 6ENERAL 5TRUCTURAL NOTES FOUNDATION • FOOTING DE516N - 2,000 P5F ALLOWABLE 501L BEARING PRESSURE 15 A55UMED. BUILDER/GONTRAGTOR MUST VERIFY. • FASTEN 2x4/6 SILL PLATE5 TO FND WITH A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAX. FROM PLATE ENDS - UTILIZING: • 112" DIA. ANCHOR BOLTS o 4'-0" o.c. WITH 1" MIN. EMBEDMENT 0 GONG. • ALL ANCHOR BOLTS SHALL HAVE 3"x3"x022q" STEEL PLATE WASHERS UNLE-55 NOTED OTHERWISE ON PLANS. • ALTERNATIVES: • 112" DIA. X 6" LONG POWERS WEDGE -BOLT+ ANGHOR5 a 4'-0" O.G. • 112" DIA. THREADED ROD (1" MIN. EMBED) o 4'-0" O.G. UTILIZING HILTI HIT-HY-200 EPDXY SYSTEM • LISP FA4 ANCHOR 5TRAP5 A 4'-0" O.G. • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT V41 PERIMETER FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORR0510N-RE515TANGE COMPATIBILITY OF HARDWARE t FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER t HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 318 CHAPTER 14 FOR STRUCTURAL PLAIN CONCRETE. GONGRETE SHALL ATTAIN THE FOLLOWING MIN. COMPRESSIVE 5TRENOTH5 IN 28 DAYS, U.N.O.: • Vc = 2,500 psi: ....... FOOTIN65 t INTERIOR 5L.AB5 ON GRADE 2,500 psl:....... GARAGE t EXTERIOR 5LAB5 ON GRADE • fy = 60,000 p51 • • ALL CONCRETE EXPOSED TO THE V EATHER SHALL NOT I AVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR BELOW FR05T LINE. CONSULT 5011-5 REPORT OR BUILDING DEPT. FOR MINIMUM DEPTH BELOW GRADE. • FOOTINC75 AND SLABS ON GRADE SHALL BEAR ON VIF:.c! f 11- OR 95% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. • SAW GUT OR TOOLED JOINT DEPTH SHALL 13EY4 0- TIE DEPTH OF THE SLAB (1" FOR A 4" 5LAB) • JOINTS SHALL BE LOCATED o 10'-0" O.G. (REGOMM[N!h":D) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO 50 ,RE5 A5 POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO • A REGISTERED WOOD TREATMENT TERMITIGIDE SHALL BE U5ED FC SUBTERRANEAN TERMITE PREVENTION, IN AGGORDANGE WITH THE LABEL DIRECTIONS FOR USE AND THE FBG. • DIMEN51ON5 BY OTHERS, BUILDER TO VERIFY. GARAGE 5LAB 4" GONG. SLAB ON 4" MIN, GRANULAR FILL ON q5% GOMPAGTED FILLNIR61N 501L PORCH 5LAB 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON q5% COMPACTED FILL/VIR61N 501L 51 AQ ON GRADE 3 1/2" (,ONG. SLAB W/ 6x6 NIAAA WWF (01 FIBER MESH ILO NWF) ON 6 MIL VAPOR BARRIER ON 4" MIN. 6PANULAR FILL ON q5% COMPACTED FILLNIR61N 501L FLOOR FRAMING • I-J015T5/TR1r-y5E5 9IALL BE DESIGNED BY MANUR TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANOEP`r SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLI 55 OTHERN15E NOTED. • I-JO15T/TRU55 SHOP 01165. SHALL BE SUBMITTED TO ARCH, t EN6. FOR REVIEW AND At PROVAL PRIOR TO FABRIGATION OR DELIVERY. • FLOOR SHEATHING 511ALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE EDGES, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS 6" O.G. AT PANEL EP6,E5 t 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMING • EREGT AND INSTALL ROOF TRU55ES PER WTGA t TPI'S B651 1-14 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING t BRAGING OF METAL PLATE CONNECTED WOOD TRUSSES." • FASTEN EACH ROOF TRU55 TO TOP PLATE W/ M RT16A RIRRIGANE GLIP (OR APPROVED EQUAL) A ALL BEARING POINTS. GLIP5 MUST BE INSTALLED ON EXTERIOR FAGE OF EXTERIOR WALL5 OR THE SAME 51DE A5 THE SHEAR WALL 5HEATHIN6. • ALL ROOF GIRDER TRUSSES AND FLUSH BEAMS WITHIN THE ROOF SYSTEM SHALL BE FASTENED TO THE DOUBLE TOP PLATES AND P05T SUPPORT W U5P MTWI6 GIRDER TIE -DOWNS OR APPR. EQUAL (TYP. U.N.O. ON PLANS) ROOF SHEATHING SHALL BE 1/16' MIN. 055/PLYWOOD 5HEATHIN6 zX, EXP05URE I. FASTEN SHEATHING TO ROOF MEMBER5 W R51R5-01(2-%W.113" RING SHANK) NAILS A 6" O.G. A PANEL ED6E5 t 0 COL. IN FIELD. PROVIDE 'H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. FASTEN SHEATHING TO GABLE END t DRA6 TRU55E5 v/ R5R5-01 NAILS A 3" O.G. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU51-Y UNDER ALL OVERFRAMINi�- • TRU55 ALL LARGE VALE I Y SETS. FASTEN EACH END TO TRUSS BELOW W USP MTH12 AND (2) 3'xO.131" TOENAILS TO EACH TRU55 BETNEEN. FOR SMALL OR IRREGULAR AREAS OF OVERFRAMIN6, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN6 0 24" O.G. FASTENED TO TRUSS BELOW W LISP MTWI2 t (2) 3"x0.131" TOENAILS EA. END (MAX. 4' LENGTH BETYEN SUPPORT POINTS) • ALL METAL HANGER5 SHALL BE 5PEGIFIED BY THE TR 155 MANLFAGTURER, UNLE55 OTHERWISE NOTED. • ROOF TRUSS SHOP DWG;. SHALL BE SUBMITTED TO ARCH t EN6. FOR REVIEW AND APPROVAL PRIOR 10 FABRICATION OR DELIVERY. • SUPPORT PORGH t 5HORI SPAN ROOF TRU55E5 W 2x4 LEDGER FASTENED TO FRAMING W(2) 3"x0.01' NAILS 0 16' O.G. THE EXTERIOR GEILIN65 I OR THE ENTRIES AND PORGHE5 SHALL HAVEY" EXTERIOR GYPSUM BOAPU. THE GYPSUM BOARD SHALL BE ATTAGHED TO ALL FRAMING ME43ER5 WITH BLOGKIN6 PROVIDED AT PERIMETER. THE 6YP5UM BOARD SHALL TN: ATTACHED WITH TYPE "W" h" DRYWALL SCREWS 0 8" O.G. IN FIELD AND FI6E5. Window � Door Allowable Wind Pre55ure5 160 W-I Wind Zone Exp G, Risk Gat II Endo�,ed 0.15 Internal Pre55ure Goeff. OPENING SIZEFn3l =RIOR ZONES EENLZOMS 5-0" X: 6'-8" DOOR(Al6 P5F/-38.8 PSF @+35.6 P5F/-46.5 P5F 2'-0' X 5-0" hf tr),d ' .3 P5F/-405 P5F B2 +31.3 P5F/-49.g8 P5F 3'-0" X 5-0" I10h @ +565 P5F/-3q.b P5F G2 +36.5 P5F/-482 P5F 6-0' X 1'-0" DOOR DI +332 P5F/-36.3 P5F D2 +53.2 P5F/-41.1 P5F 11I X 1'-0" DOOR EI +31.1 P5F/-34.8 P5,F 1@ +31.1 P5F/ 38.6 P5F End Zone 15 defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least l iz. dim. or 3 ft. NOTE: Pressures charted here are of lovable 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. Olvide allowable pressures by a factor of 0.6 to obtain ultimate pr?,59ures. Nq , 7824 6ENERAL STRUCTURAL NOTES TAT OF ' • DE-516N 15 BASED ON: bth EDITION (2011) FLORIDA BUILDING CODE. / Ai item MAR 0 8 2019 • WOOD FRAME EN6INEERIN6 15 BASED ON NDS "NATIONAL DE516N 5PECIFIGATION FOR 11110019 GON51-RU16TION" - LATEST EDITION. © copyright: MULHERN&KULP Structural Engineering, Inc. • DESIGN LOA05: ROOF DEAD = 7 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (30 P5F ® SLEEPING AREA5) DEAD = 10 P5F (1-J0I5TS t SOLID SAWN) (20 P5F ® TILE) LATERAL (SEE NOTES) SEI5MIG (5EE NOTES) 501L SEE FOUNDATION NOTES (E VILDER TO VERIFY) GENERAL F-RAMINc • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN STANDARD GONNEGTION5 TABLE (IRG TABLE %0230)) OR ON PLAN5. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR CONNECTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFAGIURER15 REQUIREMEN 5 FOR MAX CHARTED CAPACITY. NOTE: HANGERS USE COMMON NAIL DIAMETERS NOT TYPICAL FRAMING GUN NAILS • EXT. t INT. ERG WALL5 SHALL BE 2x4 (UNLE54, NOTED OTHERWISE ON PLAN) 9 16" O.G. 5PF OR 5YP #2 GRADE LUMBI_=R, OR BETTER, U.N.O. • WALL5 OVER q' TALL SHALL BE PER PLAN • ALL HEADER5, BEAM5 t OTHER 5TRUGTUPAL MEMBEK:a SHALL BE 5PRUC,E-PINE-FIR #2 (5PF) OR 500 RN PINE #2 (511) LUMBER, OR BETTER (KILN -DRIED). ALL HEADER5 HAVE BEEN DESIGNED b NSED ON CALCULATED LOADS t SIZED AGCO 11,161-Y. CODE TABLES HAVE NOT BEEN USFD- • ALL NON -BEARING INTERIOR STUD 11ALL5 SHALL BE CONSTRUCTED WITH 2x '51UD' GRADE MEM13EPS 5P.AGED A 2-1" O.G. (MAX., U.N.0) • HEADER5 IN NON -LOAD BEARING WALL5 SHALL BE: (I)2x4/b FLAT 0 OFE i!N65 UP I c r 4', (2)2\4/6 FLAT UP TO 81 . • ALL FRAMING LUMBER cep,: "a DRIED TO 15% MG (KD-15). • ENGINEERED LUMBER'TO MELT OR EXGEED THE FOLLOWING: L5L' - Fb=2325 psi; Fv=310 psi; E=!55x10"b psI LVL' - Fb=2600 pea; Fv=265 psi; E=2.Ox10''(o psi • FOR 2 t 3 PLY BEAMS OF EQLU !_ V Vii)TH, FA5TFN PLIES TOGETHER WITH 3 ROW5 OF 3"xO.120" iJAi;_ S so 8" O/C OR 2 ROW5,V4"x3V2n U5P WOOD 5GREW5 (OR 312" 'i �:,55LOi: S6REW5) A 16" O/G. USE A MINIMUM OF 3 Ro,-. FOp', FEAM! L: -PT15 OF 14" OR GREATER. APPLY FASTENING AT BOT- r'AGES FGK 3-PL.1 CONDITION. LOCATE TOP it BOTTOM NAILS/SCRH"^ 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE AGGEPTABL.E. 051` 2 ROW5 OF NAILS FOR 2xb t 2x8 MEMBER5. • FOR 4 PLY BEAMS OF EQUAL Hr-)TH, FASTEN R IE5 TOGETHER WITH 3 ROWS OFY4"xb" L r3P WOOD 5GREW5 (OR 6 %4" TRL65LOK 5GREW5) 0 16" O/G. USE A MINIMUMi OF 4 RO], , FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRL65LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2' FROM EDGE. A SOLID T" BEAM 15 AGGEPTAL'I_E. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x J •\GK 51UD t (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • FOR STUD P05T GROUP5 5PEGIFIED ON PLANS -N5 (4), (5) OR (b), FASTEN PLY5 v/(2)3"x0.13i" NAILS o b" O.G. OR l20'xO.120" NAIL5 4" O.G. (ALL PLY5, FULL HT. OF PAST) • PROVIDE SOLID BLOGKIN6 1N FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FNDJBEARINb. BLOCKING TO MATCH P05T ABOVE. • FASTEN 2x WOOD PL.ATE5 TO TOP FLANGE OF <gEEL BEAMS WITH P.A.F.'s ('HILTI' X-GF PINS OR EQUAL) o 16" O.G. r_•TA66ERED, OR 1/2" DIA. BOLT5 o 48" O.G. 5TA66ERED. • ALL EXTERIOR 4x4 WOOD P05T5 SHALL HAVE 05P G44 GAP t PA44E BASE, U.N.O. SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF 131-06. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS 1CONNECTION (3) TOENAILS* NAIL5 o 4" o, . ('3) TOENAILS* 3 NAILS TOENAILS 0 6" o.c! (3) TOENAILS* JOIST TO 50LE PLATE 50LE PLATE TO JOl5T/BLK'G. STUD TO 50LE PLATE TOP OR 50LE PLATE TO 5TUD RIM TO TOP PLATE 131-KV7.13TYIN. J015T5 TO TOP PL. (3) TOENAILS NAILS ®4" o.c. _ 2 TOENAILS 2 NAIL5 TOENAILS A 8" o.c. (3 TOENAILS DOUBLE 5TUD DOUR TOP PLATE DOUBLE TOP PLATE LAP SPLICE TOP PLATE LAP A CORNERS t INTERSECTING WALL5 NAILS A 24" o.c. NAIL5 A 24" o.c. 9 NAILS IN LAPPED AREA (2) NAILS 91L5 0 16" o.c. NAILS ®Ib" o.c. (112 NAILS IN LAPPED AREA (2) NAILS * 2y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME SPACING OR NUME3ER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOWW by St•LudeCovikilL �rEVIIEWED FOR JVE COMPLIANCE ST. LUCIE COUNTY occ CD .Jz _J CO w z z w a J � a ,It IMF a m 1 to E -g 3= a >; ..J ~ ¢ F3 W Y CP r�0 e` ca m W c N M&K project number: 1 95-1 9004 project mgr: J S B drawn by: WC issue date: 03-07-1 9 REVISIONS: date: nitial: 05/07/1"1 PAT Tv ) W f- 0 z ZD W� sheet: 0- J U ° /LIJ L--I Q K> Lo 00 O a. � � Q N °rn o O z ,i zza � LL W 0 to O Ld 0- SO.OF seal: I Wade Jurney Homes Product Approval/ NOA 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 FL18355.1 12/12/2017 N/A Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 in. back from each end and one 12 in. back from each end of the shingle for a total of 4 fasteners. For slopes from 4:12 and higher RhinoRoof U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1" in from the edge. For low slope (less than 4:12) Covering Interwrap Underlayment's Roofing RhinoroofU20 FL15216 12/12/2017 N/A applications it is recommended to overlap 50% plus 1"The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. For same day coverage with primary roofing RhinoRoof U20 can be anchored with corrosive resistant 3/8" head x 1" leg roofing nails (ring shank preferred, smooth leg acceptable). Thermo-Tru Fiberglass Swing door Fiberglass 6-Panel FL15225 9/21/2018 67 -67 Yes Jamb, Head, and Threshold Fasteners for this unit include #10 Wood Screws or 1/4" Tapcons. A Physical Shim must be placed in Shim Space at each anchor location. Tapcon edge distance MIN 2-1/2". Wood Screw edge distance MIN 3/4", not to exceed 6" O.C. Doors Attach door bracket to jamb w/ 5/16" x 1 5/8" lag screws not to exceed 24" O.C.. Door Jamb to be minimum 2x6 structural grade Wayne Dalton Overhead Double Door Series 9100 FL9174.6 2/13/2018 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 Hale Impact: Every Hole Distance From Window Corners 4" or nearest hole Ply Gem Windows Vinyl Fixed Window Series 1500 FL16104.1 12/27/2017 55 -55 No Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest hole Windows/ Sliding Doors Ply Gem Windows Vinyl Single Hung Window Series 1500 FL16103.1 12/27/2017 50 -50 No Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Corrosion -Resistant Screw Size #8 or Larger Pan Head Vinyl Integral Mull (Twin 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 & Triple) Window Series 1500 FL16100.2 10/17/2017 50 -50 No Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Mastic Eclipse 4.5" 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 Ply Gem Siding Mastic Vinyl Siding Dutch Lap FL23885.1 12/12/2017 73.6 -73.6 Yes approx. 12" to 16" apart. Leave a min. of 1/4" clearance at all openings and stops to allow for normal expansion and contraction. Panels should be overlapper=d approx. 1". Fasten panels approx. 8" or more from the overlap seam. Siding Ply Gem Siding Mastic Vinyl Siding Board and Batten FL23885.1 12/12/2017 96.6 -96.6 Yes Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads. 16" vertical nail spacing. 7" Vertical Vinyl Siding Y g horizontal nail spacing. Ply Gem Siding Mastic Vinyl Siding Cedar Discovery Shake FL23885.1 12/12/2017 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" 1vertical nail spacing. 8" horizontal nail spacing. Shutter Hurricane Storm Panel MFG INC. 24 Gauge Galvanized Storm Panel FL16293-R2 11/2/2017 20 -20 Yes _ 1/4" diameter screw shall have a minimum embedment depth of 1 1/2" and have a spacing of 12" o.c. Steel Ply Gem Siding Mastic Vinyl Soffit Universal (Vinyl) FL23352.1 12/12/2017 132.8 -387 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 Soffit 1 16" 16 GA Dia. in each nail hem. Aluminum Coils, Inc. Ah<minum Soffit FL 12194.1 12/15/2017 80 •90 No 12" T-4 / 16" Q-4 Aluminum HT Soffit. Channel at the wall 3/4" x 1/4" crown staple in a diamond pateern at 44" O.C. Soffit side 3/4" x 1/4" crown staple at 8" O.C. Facia cap 1 3 4" x 072 1/4" head trim nail at 48,O.C. United Steel Production Co Wood Connectors HD28-21F FL17232-R3 12/21/2017 (14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10d) Nails into Joist United Steel Production Co Wood Connectors HD0210-21F FL17241-R3 8/14/2018 (14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10d) Nails into Joist Simpson Strong Tie Co Wood Connectors MSTA49 FL10852-R4 12/13/2017 (26) 0.148" x 2-1/2" Long Nails United Steel Production Co Wood Connectors RT16A FL17236-R3 2/13/2018 (9) 0.148" x 1-1/2" Long (10d) Nails into truss/rafter; (8) 0,148" x 3" Long (10d) Nails into Plate Simpson Strong Tie Co Wood Connectors MTS16 FL10456-R4 12/19/2017 (14) 0.148" x 3" Long Nails or (14) 0.148" x 1-1/2" Long Nails Simpson Strong Tie Co Wood Connectors MTS12 FL10456-R4 12/19/2017 (14) 0.148" x 3" Long Nails or (14) 0.148" x 1-1/2" Long Nails United Steel Production Co Wood Connectors HTT45 FL17324-R4 8/13/2017 Install Directly to Framing with 10d Common or 16d x 2-1/2" Pneematic Simpson Strong Tie Co Wood Connectors MSTC40 FL10852 R4 12/13/2017 (20) 0.148" x 3-1/4" Long Nails Minimum Simpson Strong Tie Co Wood Connectors MSTC66 FL10852 R4 12/13/2017 (54) 0.148" x 3-1/4" Long Nails Minimum United Steel Production Co Wood Connectors STAD14 FL17249-R4 12/21/2017 (38) 0.148" x 3-1/4" Long Nails Structural Components United Steel Production Co Wood Connectors ADTT-TZ FL17249-R4 12/21/2017 WS8-EXT wood screw or 3/8" HDG lag screw Simpson Strong Tie Co Wood Connectors A35 FL10446-R5 12/13/2017 (12) 0.131" x 1-1/2" Long Nails Minimum United Steel Production Co Wood Connectors RT15 FL17231 2/13/2018 (5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0.131" x 2-1/2" Long Nails into Plate United Steel Production Co Wood Connectors RT7AT FL20872-R2 12/12/2017 (5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0.131" x 1-1/2" Long Nails into Plate United Steel Production Co Wood Connectors RT7A FL17236-R3 2/13/2018 (5) 0.131" x 2-1/2" Long Nails into truss/rafter; (5) 0.131" x 2-1/2" Long Nails into Plate Simpson Strong Tie Co Wood Connectors LCE4 FL10441 12/13/2017 (14) 0.162" x 3-1/2" Long Nails into Beam; (10) 0.162" x 3-1/2" Long Nails into Post United Steel Production Co Wood Connectors CBE44 FL22052-Rl 8/13/2018 (12) 0.162" x 3-1/2" Long Nails into post United Steel Production Co Wood Connectors FA4 FL17249-R4 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 FL10852-R4 12/13/2017 Installed directly to Framing, (36) Min. 10d x 1-1/2" with 10d Common or 16d Sinker. United Steel Production Co Woad Connectors KST272 FL10852-R4 12/13/2017 (64) Min. 0.162" x 3-1/2" Long Nails OCT 2 4 Z019 G ,- t, P O ram. L 0� © copyright : MULHERN & KULP Structural Engineering, Inc. M&K project number: 195-1900 projectni JSB drawn by: WC issue date: 03-i 191 REVISIONS: date: initial: 03/07/19 PAT w Z `^ in2 w0 0 x I _ IL J U i W 0 ® 2 a p0 Q, Id" 0 r Q -( (V O '- LD U O , ®N 0 Z _z = UJ a 0 00 r Loa. sheet: SO. ImF * II II I II -'t FA5TEN ROOF TRL65 TO TOP PLATE OF WALL W V5P' RT16A CLIP (aT BE INSTALLED ON EXTERIOR FACE OF EXTERIOR WALLS) 4 (3) 3"XO.120" (MIN) TOENAILS cW MAX. FEEL. HI. 2x4 o 16" O.G. EXT. WALL 5PF OR 5YP #2 6RADE LUMBER, OR BETTER, U.N.O. ON PLAN FA5iEN EVERY OTTER 5TUD TO DBL. TOP F'LAIE WITH U5P RTT (ONL ( REQ'D IN 150 MPH WIND SPEED OR 6RE/-TM TYPICAL SHEAR Om_!R�ANSFERTDETAIL ROOF OGPIB 9/4ti1W 2x4 o 16' O.G. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN FASTEN WALL 5HEATHIN6 TO SILL PLATE W/ 2 3/8" X 0.113" NAIL5 0 3' O.G., U.N.O. II° GRADE .aa. FASTEN EVERY OTHER STUD TO 51LL PLATE WITH U5P RTT (ONLY REQ'D IN 150 MPH WIND 5PEED OR GREATER) -2x P.T. 51LL PLATE (5EE PLAW GARAGE SLAB (5EE PLAIW _ )5" DIA. AB. W 3"x3'xO229" 5 E PLATE A5HER 0 REINFORCEMENT -5EE DTL I/FDI.O TYPICAL SHEAR TRANSFER DETAIL ® EXTERIOR GARAGE WALL �k DOUBLE TOP I LATE 6ABLE END TRU% - 5HEATHED WITH 05B. FASTEN BOTTOM CHORD OF 6ABLE END TRU55 TO DEL. TOP PLATE w/ U5P MPAI GLIP5 0 36"oL. 2x4 0 16" O.G. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN DOUBLE TOP PLATE GONTINUOU5 05B RIP OVER FULL LENGTH OF HEADER FASTENED TO DBL. TOP PLATE, TRIMMER t STUDS W 2 % xo.Il3' NAILS O 3' OG. [[pp CRIPPLE 5TLV5 JAGK BEYOND 51UD5 KING I I I SECTION VIEW CONT7N10U5 OSS RIP-� OVER FULL LENGTH OF FEARER FASTENED TO DBL. TOP PLATE, TRIMMER f STUDS W 2 % x0.113' NAILS o 3' O.G. KING 5ND JACK STUD PROVIDE GABLE END BRAGIN5 PER TRI65 MANUFACTURER PROVIDE 2x4 BLOCKING 0 48" O.G. IN FIRST (3) BAY5 OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU% BOTTOM GHORD5 FASTEN DRYWALL TO BLOGKIN6 w/5GREW5 /NAILS 0 b' O.G. TYPICAL 6ABLE END BRAGIN6 DETAIL WAIA 9/40•I'(Y PMNIM 1'RAMIN6 AX15 ELEVATION VIEW 6ililr STRENGTH AXIS (LONG DIRECTION OF 4x8 SHEET) TO RUN PARALLEL TO DBL. TOP PLATE BATT OR BLOWN INSULATION PER ARCH FIBERGLASS 5HIN6LE5 OR TILE ROOF PER ARCH —� APA RATED STRUCTURAL 5HEATHIN6 -SEE NOTES WALL 5HEATHIN6 (NOMINIAL Y2" THICK 05B OR EQUAL), HOUSE WRAP, VAPOR BARRIER, VINYL 51DIN6 (PER ELEV. PRANIN65 4 PRODUCT APPROVAL SHEET) -5EE ARCH PLANS FOR COMPLETE INFO. - SEE ENERGY GALG5 FOR INSULATION REQUIREMENTS PER ARCH FLA5HIN6 4 SILL SEALER PER ARCH PER 2011 FBG, 6TH ED. R103121: SOFFITS AND THEIR ATTAGHMENT5 SHALL BE CAPABLE OF RE515TIN6 WIND LOADS SPECIFIED IN TABLES R301.2(2) AND R301.2(3) FOR NALL5 U51NG AN EFFECTIVE WIND AREA OF 10 5QUARE FEET. NOTE: COORDINATE SOFFIT OVERHANC75 WITH ARCH AND TRU55 MANUR DRAWINGS rADD'L FER TO 5DI.0 FOR STRUGT. ORMATION GEILIN6 BOARD -SEE ARCH DRYWALL -SEE ARCH 2x4 0 16" O.G. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN TYP. SILL PLATE: REFER TO FOUNDATION DETAILS FTYP GONG SLAB: REFER TO FOUNDATION DETAILS ,01.0) 4 PLAN r z GRADE So 8 III —I �° III- 12" WIDE GONG. J U -I I, TRENCH FOOTING O (2) #5 BAR GONT. LONGITUDINAL REINF. w/ 3" MIN. COVER $ MIN. 58" LAP SPLIGE (TYP.) OLA��TYFICAL I -STORY WALL SECTION SCALE: N.T.5. 5TUD5 FASTENED T 0 DBL. TOP PLATE AND SILL PLATE WITH (2) 3'xO.131' END NAILS OR TOENAILS. CLIPS ONLY REQUIRED 11 ERE SPECIFICALLY NOTED (SEE PLAN 5PEG5) ALL EXTERIOR WALL5 — 5HALL 13E SHEATHED WITH FULL PANELS IN VERT. OR HORIZ. ORIENTATION AS INDICATED WITTI NAILINS AS 5PEGIFIED ON TYPIGAL NOTES AND PLANS (SEE PLAN 5PEG5) STRAPPIN6 AND BLOGKIN5 AT WINDOW CORNERS (PER DETAIL 66) ONLY REQUIRED H✓ ERE 5PEGIFIGALLY GALLED OUT ON PLAN (5EE PLAN 5PEG5) MIN. (2)2X4 JAGK5 (SEE PLANS) -REFER TO 50,0 FOR TYP FASTPNIMr rnmki 2x6"2 5PF' WOOD JAMB (5EE PLANS FOR SIZE) 5HEARWALL HAS BEEN DE516NED AS CONTIMOUSLY 5HEATHEP PANEL VIA FORGE TRANSFER AROUND OPENIN55 (T=TAO) METHODOLOGY - HOLD DOM5 ARE ONLY REQUIRED WHERE SPECIFICALLY NOTED ON PLAN (5EE PLAN 5PE05) TYPICAL EXTERIOR WALL SHEATHIN6 V" DIA. x 5" LA6 PENS w/ 2" 5HER5. EQUALLY AGED OVER FULL GHT OF DOOR BUCK. SECTION VIEW TYPICAL 6ARAISE DOOR BUCK CONNECTION DTL 8GA16 s/4 o-w —DOUBLE TOP PLATE (SEE PLAN 5FEG5) —5HEATHIWG EDGE NAILING (5EE PLAN 5PEG5) -5HEATHIN6 FIELD NAILIN5 (5EE PLAN 5PEG5) 'AT HORIZONTAL—� 5HEATHIN5, PROVIDE 2x FLAT 6LOGKIN6 AT ALL UN5UPPORTED PANEL EDGE5 (5EE FLAN 51PEG5) AT STANDARD WALL OPENING, PROVIDE (1) KING STUD + (1) JACK 51M EAGH SIDE (U.N.O. ON PLANS) —51LL PLATE (5EE PLANS, NOTES t DETAILS FOR TYPICAL WALL ANGHORAGE4 CONFECTIONS) sheet: S®I •I "t 0 I I PONY WALL MAX. HT.: — =1'-1 Yz' W U5P M5TCbb =2'-II' w/ LISP K5T272 / PONY WALL MAX. HT.: - =I'-7Y2' w/ LISP M5TCbb =2'-II' w/ LISP K5T212 (3) KING STU05 — -51N9LE KING STUD ONLY IF 4 FT (MIN) SOLID RETURN WALL PROVIDED IN PLAN 16 EXTENT OF HEADER ��P��S .' • / A E.- S N824 ,TAT E K;6 > 4 O R P. 5HEATHIN6 FI LE ID ddddON l•n s 100 A5 REaD MAR O 8 2019 © copyright : MULHERN & KUL Structural Engine U5P STRAP 5PEG BASED ON 75.XIIV4' MIN. HEADER. SEE PLAN. PONY WALL HEIGHT MIN. (2) 2x4 - HEADER TO 13E LOCATED AT %4"x0.148• ZF-M5TCbb STRAP W 33' END TOP OF OPENING NAILS IN (2) LENGTH FOR I'-7Y2' MAX HT. z MIN. (2) 2x4 Wei 0 3.0.G. or K5T72 STRAP W36' END J w LEI45TH FOR 2'-I In MAX HT. w FASTEN 9/alMIN. THIGKHE55 WOOD STRUCTURAL PANEL -STRAP CENTERED o BOTTOM SHEATHING TO HEADER WITH 7Y2'x0.131' OF HEADERIL�o Cn NAILS IN 3' GRID PATTERN A5 SHOWN AND 3' O.G. LOGATE ON INSIDE FACE OF Z IN ALL FRAMIN6 (5TUD5 t 51LL5) TYP. WALL w i Q a r ¢ IF PANEL SPLICE 15 NEEDED IT 5U`U 06GU2 WITHIN t� 24' OF MID -HEIGHT. BLOGKIN6 15 REQUIRED. IF 2x BLOCKING 15 USED IT MUST BE STITCH NAILED Ileeii.� WIT -I ONE ROW OF %W.148' AT 3' O.G. _ IW r— 22 h g XaF 2'-0' < FIN15FED WIDTH < W-O" ,J W Jf N 05B ORY2' PLYWOOD "7 p c c b" MINIMUM 5HEATHIN5,CONTIN000S 411111111111 FROM TOP TO BOTTOM OF nayd o ' sr .. WALL, OR FROM TOP OF C m WALL TO PERMITTED SPLICE USP 5TADI4 HOEDOWN STRAP (ENEEDDED INTO CONCRETE AREA. AND NAILED INTO FRAMING) OR USP HTT45 HOLDOWN. INSTALLED PER MANLFAGT1W 5FEGIFIGATION5. MIN. 3'X3•XY4 PLATE WASHER ONE EMBEDMENT DIM. ANCHOR BOLT WITH 7' M&K project number: ' MIN. Eh18EDh1ENT INTO CONG. ; J ------------------- ------ - 195-19C — — — — — — — — — — - — — — — — — — — — — — • A OUTSIDE ELEVATION SECTION A -A TTIRCIIGFI PIER project mgr: J ONE #4 BAR TOP AND BOTTOM OF FOOTING. LAP BARS 154 MIN. drawn by: 1 L EXTENT OF HEADER issue date: 03.07, \-3'xl0'MIN. HEA195%. 55EE PLAN. - HEADER TO BE LJ.GATED AT TOP OF OPENING FASTEN TOP PLATE TO HEADrR WITH TWO ROWS OF %' x0.146' NAILS 0 3' O.G. — LISP STRAP 50EG BASED ON PONY WALL JACK HEIGHT MSTGbb STRAP w/ 33' END LENGTH FOR I'-7 Y2' STUD MAX Hr. or K5T12 STRAP W/ 36' END LENGTH FOR 2-II' MAX HT. -STRAP CENTERED 0 BOTTOM Cl- HEADER - LOGATE ON INSIDE FACE OF WALL. DBL. JACK STUD (MINJ Bl G�,KING AS READ 5GAL. N.T.S. 5 %B DIA. ANCHOR BOLT WITH 7' MIN, EMBEDMENT INTO GONG. AND 3'X3'XY4' PLATE WAGER, TYP. DVE ELEVATION WALL FRAMING 5PEGIFICATION: o2x4 WALL: L15E HF #2 GRADE STUDS (OR BETTER) 02xb WALL: USE SIFF 'STUD' GRADE 5TU05 (OR BETTER) 2Y2'x(ji31' NAIL o 6' O.G. IN ALL PANEL EDGES NN rr PART OF POI= I AL FRAME PORTAL FRAME WALL 5E6MENT B®TH 511;)E5 CF GARAGE D®®R 0.148' 5 AT ).G. LETTERED DETAILS ARE TYPICAL FOR TH15 HOME $ SHALL BE IMPLEMENTED IN ALL APPLICABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. NUMBERED DETAILS ARE PLAN SPECIFIC AND ARE ONLY REQUIRED WHERE 5PE(;IFIGALLY INDICATED ("GUT",' ON THE PLANS. 0 0 T r T k-} Q k~i 4 U ° z K� N � NZ z� �' LL CD qln20 o LO o sheet: TYP. 5HT'G TO 51LL PLATE CONIC: FA5TEN WALL SHEATHING TO 51LL PLATE W/ 2 3/6" X 0.113" NAIL5 3" O.G., U.N.O. TYP. 51LL PLATE: 2x P.T. PLATE W/Y2" DIA. x ?" LONG A.B. ® 4'1 O.G. (U.N.0) 1N/ 3"X3"X0229" STEEL PLATE WA5HER5. PROVIDE MIN. (2) PER PLATE 5E6MENT, MIN. 12" FROM SEGMENT END5 TYP. SLAB ON GRADE: 3 1/2" GONG. 5LA13 w/ 6xb 1,41AAA WWF (OR FIBER MESH ILO NW) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON 95% COMPACTED FILLNIR61N 501L 12" WIDE GONG. TRENCH FOOTING (2) #5 BAR GONT. I-011LONGITUDINAL REINF. W/ 3" MIN. GOVER d MIN. 38" LAP 5PLIGE TYPICAL SLAB ON GRADE (TYP.) SCALE: 3/8"= I'-0" GARAGE INTERIOR GARAGE 5LAB -5EE DTL I/FDI r r r TYPICAL THICKENED SLAB ® INTERIOR 6ARASE WALL SCALE: 0 TYP. 51LL PLATE -5EE DTL I/FDI.O SLAB ON 'GRADE -5EE DTL I/FDI.O PLAIN GO',IG. THICKENE3" 5LA13 (5EE PLAN FOR 51ZE) CENTER FTC. ON WALL ABOVE TYP. 51LL PLATE -5EE DTL I/FDI.O TYP. GARAGE 5LAB: 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ONIi GOMPAGTED FILWIRGIN 501L 12" WIDE GONG. TRENCH FOOTING REINFORGEMENT -5EE DTL I/FDI.O TYPICAL SLAB ON GRADE SCALE: 3/8"= I'1 r INTERIOR BEARING WALL/5HEAR WALL SLAB ON GRADE 2x P.T. BOTTOM PLATE w/ HILTI X-GF 12 P8 -5EE FIND. PLAN PINS OR EQUAL ® 36" O.G. �. .�CIBIIE --SEE M I/FD AI / 12°W THICKENED 5LA13 (5EE PLAN FOR 51ZE) TYPICAL THICKENED SLAB -.N ® INTERIOR BEARIN6 WALL SCALE: N.T.S. LETTERED DETAILS ARE TYPICAL FOR TH15 HOME I$ SHALL BE IMPLEMENTED IN ALL APPLICABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. 12. PORCH 5LAB: 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON q5% COMPACTED FILL/VIR6IN 501L NUMBERED DETAILS ARE PLAN SPECIFIC AND ARE ONLY REQU I RED WHERE 5PEGIFIGALLY INDICATED ("GUT") ON THE PLANS. F-4)II.DER TO PROVIDE 15OLATION JOINT FLOATING PORCH 5LAB TYPICAL SLAB ON GRADE SCALE: 50'=I'-0" TYPICAL SLAB ON 6RADE 6 I V.I�II-17 110 SCALE: 3/81"=1'-0" TYP. SILL PLATE -5EE DTL I/FVLO 5LAB ON GRADE -5EE DTL I/FDI.O 12" WIDE GONG. TRENCH FOOTING -5EE DTL I/FDI.O TYP. SILL PLATE BEYOND -5EE DTL I/FDI.O GARAGE 5LA13 -5EE DTL I/FDI.O 12" WIDE GONG. TRENCH FOOTIN5 REINFORGEMENT -5EE DTL I/FDI.O GUT EVERY OTHER I" DEEP 5AW GUT CONTROL JOINT WIRE OF W.W.F. ® WITHIN 24 HOUR5 OF POUR CONTROL JOINT MID -WAY INTO 5LAB -LOCATE JOINTS ® 5LAB 15' MAX GORNER5 d OTHER AREA5 WHERE BETWEEN GRACK5 ARE LIKELY TO OGGUR SAWGUTS SLAB ON GRADE F -5EE FND. PLAN J� I I I IVivW WI\ 1 rgvi ri l� SCALE: 3/8"=I'-O" LOCATE ®10' TO 1V o.c. OR CORNERS WHERE CRACKS LIKELY TO DEVELOP ROOF TRUSSES -5EE 1/501.0 VINYL SOFFIT (AS GiIOFiBi BY BUILDER) SHALL MEET RT03.1.1 U5P G44 GAP (INSTALLED PER MANUFACTURER REQUIREMENT5) 4x4 PRE55URE TREATED WOOD P05T W/FINI9HE5 PER ARCWMILDER U5P PA44E BASE (INSTALLED PER MANIFAGNRER REGUIREMENTS) SLOPE TYP. PORGH SLAB PER PLAN-5EE 3A DI.O V�L =� IT II11111� 111- TYPICAL PORCH COLUMN i CONNECTION DETAIL lJ SCALE: NONE C.OMPAGTED BAGKFILL 12"xl2" 150LATED GONG. PIER FOOTING UNDER P05T -PER PLAN REVIEWED FOR BODE COMPLIANCE ST. LUCIE COUNTY BOCC )'• TAT OF P A\- l' li ;u� R 0 8 Z019 © copyright : MULHERN & KULP 5lructural Engineering, Inc. az z JFC W It W z c� z W a J � a U �v Q x =_ 1 a, J m =a a� Jz �_ o e C4 In M&K project number: 1 95- 1 9004 projectmgr: JSB drawn by: \ j\/C issue date: 03-07� 19 REVISIONS: date: initial: 03/0TA9 PAT z a J � U)w ii —J Q r 0 w LO Q p0 z111 0. 0 a N °rn Q 0 (DC0 ZJ i 5 LL. N0�w o zza w O o0IL LL III-7 LO li sheet FD I e0F FLOOD ZONE: ^,. T 0 N Lo Lo op m 3 c a O c 2 cal Lo O O M a-- i _O Lo O O CL J N N O Lo 6 00 rn Y m a 0 O Y f0 J N C 7 N m f6 O M M 0 O Y rn 0 N y 3 N N U W J LL 17 FIR 1/2" OFFSET 5.00'E. I �z �i I J W F Q U w mQ :D Z_ W a� 0 C7 Ci N O O zl I FIR 1/2" OF[ SET 5C0'E. I. N SCALE: 1" = 10' 5' 10, 20' FENCE ON LINE 133.26' N 1.5 2 19 B FIR 1/2" SET PK N, SITE BENCHA EL.=20.3 SET PK t SITE BENCHI EL.=20.: SURVEYORS NOTES: PROJECT DATA: SITE ADDRESS: 5305 HUMMINGBIRD WAY FT. PIERCE, FLORIDA 34951 3300 BATTLEGROUND AVENUE #230 GREENSBORO, NC 27410 ENGINEER: MILLS, SHORT & ASSOCIATES, LLC. 700 22ND PLACE, SUITE 2C VERO BEACH, FLORIDA 32960 (772)226-7282 SURVEYOR: GSS SURVEYING & MAPPING, LLC. 4690 LIPSCOMB STREET NE, SUITE 6A PALM BAY, FLORIDA 32905 (321) 914-3978 PARCEL I.D.: 1301-602-0041-000-4 I HE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP 120111C0070J, DATED FEBRUARY 16TH, 2012. 13ENCI IMARK NOTES: THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE PRIMARY BENCHMARK UTILIZED FOR THIS SURVEY IS ST. LUCIE COUNTY BENCHMARK GIN, ELEVATION = 21.33' NAVD88. SITE BENCHMARK IS AS SHOWN. SITE DATA: REQ'D PROPOSED LOT SIZE: 5,000 S.F. 11,970 S.F. LOT WIDTH: 60' 90 F.T. AZCETVtD JUL 3 1201 MAX. BUILDING COVERAGE: 30% 1,823 S.F. (15.2%) AIN. OPEN SPACE: 40% 9,559 S.F. (79.8%) Permitting Department St. Lucle Count•. SETBACKS: REQ'D PROPOSED FRONT YARD (W) 25' 34.25' SIDE YARD (N) 7.5' 31.61' SIDE YARD (S) 7.5' 21.93' REAR YARD (E) 15' 48.92' ZONING: SINGLE FAMILY (RS-4) LAND USE: SINGLE FAMILY RESIDENCE LEGAL DESCRIPTION: LOT 11, BLOCK 72, LAKEWOOD PARK, UNIT NO. 7, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 13, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. (CONTAINS 0.24 ACRES) PROJECT LEGEND: g,nnr = PROPOSED FINISHED GRADES ,X.X = PROPOSED DRAINAGE PATTERN HP = HIGH POINT M.E. = MATCH EXISTING O = DRAINAGE STRUCTURE NOTES: 1. SILT FENCE SHALL BE PLACED ON SLOPE of CONTOURS TO MAXIMIZE STEEL OR WOOD EXIIRA STRENGTH FILTER (V n 4 PONDING EFFICIENCY. POST � FABRIC NEEDED WITHOUT :co Y<, ;kE "LSH SUPPORT : W r 2. INSPECT AND REPAIR 1 } FENCE AFTER EACH ,'A H Fl ,"Er FABRIC STORM EVENT AND o. ;' QFl 10, 'PSTREAM Z REMOVE SEDIMENT WHEN „,�:L: OF POST' - NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE HEIGHT. 3. REMOVED SEDIMENT (j�� FLOW Z SHALL BE DEPOSITED TO III CONTAN RIBUTE SEDEA THAT IMENT MENTLL T \\ s .I 10' MAXIMUM SPACING WITH 2 OFF -SITE AND CAN BE f WIRE SUPPORT FENCE, 6' U PERMANENTLY STABILIZED. MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE STEEL OR WOOD w POST- 36" HIGH MAX. g w PONDING HEIGHT Q PONDING HSIGITI' O i o co FLOW FLOW w i U) 4"X6" TRENCH WITH COMPACTED BACKFILL �" MIN. DRAIN ROCK TRENCH DETAIL INSTALLATION WITHOUT TRENCHING 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. 2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET, IN THE MINIMUM TECHNICAL STANDARDS. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF RECORD. 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED. 5. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. 6. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 120111C0070J, HAVING AN EFFECTIVE DATE OF JANUARY 16, 2012. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X, OUTSIDE SPECIAL FLOOD HAZARD AREA. 7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET. 8. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. 9. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR ENTITIES NAMED HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP APPLIES ONLY TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE CER I iFICAT ION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HEREON. ADDITIONS, DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. 10, EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). SILT FENCE INSTALLATION DETAIL - TYPE IV. SCALE: N.T.S. VT REVIEWED FOR CODE COMPLIANCE ST" LUCIE COU T DRAINAGE AND GRADING NOTES: ROCC 1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88. 2. ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 40 3. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A`' MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING. 4. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. 5. CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY WITH CHANGES iN ELEVATION WITHIN THE PROPOSED FLOOR PLAN. 6. THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITE STORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATER SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER, SHOULD THE ADJACENT PROPERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHANGE THE INTENT OF STORM WATER DESIGN. STORMWATER POLLUTION AND EROSION CONTROL NOTES: 1. ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST. LUCIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL, 2. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED AREAS. 3. ALA i-\RE S 0:.+ t SIDE OF 810 zmNCINU SH, `,LL t' c qi i;N UNDia T URsED: 4. CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE SODDED. 5. CONTRACTOR SHALL FULLY SOD RETENTION AREA IMMEDIATELY AFTER CONSTRUCTING. 6. ALL DISTURBED AREA SHALL BE SODDED F'RIOR TO PROJECT COMPLETION. q6�-G6gq