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HomeMy WebLinkAboutPLANS„,-FACTORY I -BEAN T. 2 X8 VMMID CAP 8'X8'XIB' CONCRETE s . CNRY UNITS i (DR -STACKED) m A PIER "A” •)� F-1 MADE Irx25" GRADE COVDiED 'WD S PAD MIL POLYETHYLENE JCXp/ CAPAaTY nW NOTE PIER TYPE 'A' VIAS A MAMGRADE T HEIGHT OF 32 FROM 8I GRADE TO TOP OF P.T. 2 % B P.T. 2 Xe ROOD CAP i Sri• .11ni6' CaVCRETE .: .�. MASON" UNI 6 IER "B" r•• F GLADE 1TX26. PAD 2375' CAPACITY NOTE: PIER TYPE 'S' HAS A MAXNUM HEIGHT OF 48' SIR TO TOP OF P.T. 2 x S STRUCTURAL LOAD UMRATIONS: CODE EDITION: 2017 FLORIDA BUILDING CODE (STH EDITION) 6 ASCE 7.1 1. ULTIMATE DESIGN WIND SPEED: 160 mph WAND SPEED 2. NOMINAL DESIGN WIND SPEED: 124 mph WINO SPEED 3. WIND EXPOSURE CATEGORY: •C• 4. IMPORTANCE FACTOR: 1.0 S. DESIGN ROOF LIVE LOAD: 20 PEP 6. DESIGN FLOORLIVE LOAD: 40 PSF 7. MW.ASSUMED SOIL BEARING CAPACITY: 1S00PSF B. OCCUPANCY CLASSIFICATION: R3 9. CONSTRUCTION TYPE: VB 1VELOCITY HURNGNE NOT DEFIINEODRBY PLACEMENT IN A HIGH 11. THIS BUILDING IS NOT DESIGNED TOBESUBMERGEDOR SUSJEORZONE LpApR�A BpO EMLDF TIED8TIi117CFITUDRAL IPb,�pryeLpMEpVE BFORTHwIB UTL�O�INp BE LUIpLC N7GED �NAFLOOD RPM /A113T �NA'S ETNE FLOOD PLANE LEVEL. EBUILDING ACENr B.-D Y cENSF��yT , '-T DOOR DN -0' oa "NDOW Dm 9'-81 SGO END 22'-3• DOOR ST ' .�: 56196 •°• %� SB' ON START — — — 3Y�6' SGO START — 5'=6• CI s'-4' D.c. -D _ . MAX' SPACING MA% MAX 1 oF—` FACTORY I -SEMI I `ssat / �, 0 R \ em QP•G�`��, ONAL NOt rn m '...... „ 111i&2011 GROUND ANCHOR SHALL HAVE A MNIYUY WORKING LOAD OF 31WI AND A MIMUUM 4125j ULTNATE LOAD CAPACITY. ASTNA-38 (GROUND ANCHORS) MINUTE MAN ANCHOR- GALVANIZED AUGER MODEL Q 11MA4 65G-DH 3/4 3/4' X 48' SHAFT WnH SINGLE 6' DISC W INCH MNNUM ANCHOR SHAFT EMBEDMENT) FOUNDATION NOTES: 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 16DO PSF SOIL BEARING CAPACITY. 2 CONCRETE BLOCKS ARE ONLY RATED AT 6000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE DOUBLE BLOCKED. 3. ALL SIDEWALLANCHORS ARE SPACED PER PLAN AND FOUR FOOT GROUND ANCHOR MAY BE USED. 4. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE I -BEAM AND THE TOP OF THE PIER, SHIMS SHALL BE FREE OF KNOTS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER CEDAR OR ABE AND BEARING ATALL CONTACT POINTS SHALL NOT BE LESS THAN 2r3 OF THE BEARING PRIOR TO ADDING THE SHIMS. 5. ALL TIE DOWN ANCHORS SHALL HAVE AMINIMUM 4,725 LB. ULTIMATE CAPACITY AND SHALL BE INSTALLED PER THE MANUFACTURERS SPECIFICATII 6. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOME AFTER SETUP, AND IS INTENDED FOR USE AS A PERMANENT FOUNDATION. 7. ALL PIERS SHALL BE CONSTRUCTED OF S' X S• X 16' CONCRETE MASONRY UNITS CONFORMING TO ASTM CBO. B. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. 9. [-BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). MUST BE LOCATED DIRECTLY BELOW THE I43EAM CENTERLINE 10. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION LEGEND ® 17.5'x25.5' ABS PAD = 3000 LBS. CAPACITY 135W6' ABS PAD = 2375 LBS. CAPACITY (3)17.5-aS.5' ABS PAD = 6000 LBS. CAPACITY (TOP PAD IS LAID IN THE OPPOSITE DIRECTION Tn T.v.1r 11e .' WTDAIE •-$ O.C. OUTRIGGER ROORJOISTS FlLVAE -0.T. 2XS WOOD SHIM s D7 LOa(S STACKED DRY m EPT O :LL BE St Uucie ARE THE RESPONSIBILITY OF THESE PLANS AND ALL PROPOSED W CONTRACTOR OF RECORD. ARE SUBJECTTO`ANY CORRECTIONS SYMBOLS MAY BENHCE5SARTINOBDER COMPLY WITH ALL APPLICABLE -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR • -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR �,-LONGITUDINAL ANCHOR STRAP LOCATIONS I RAL 2X8 . MDL PERIMETER RML OUND ANCHORS SHOULD BE RDFMD BY A PROFESSIONAL ARCHITECT. CINDER AND/OR NATIONALLY RECOGNIIM RAXTE 0 WCrY SHOOULTHE BE AT LEAST WINUUM EQUAL TO 25 ffi. Senyb Engineering Services THESE STANDARDSANDPLANS MEET DRAWINGINFORMATON CUSTOMER: LAFOUNTAIN pE91GNTD FOR 20 318. S. Scenic Hwy, Ste. 100 THE 2017F8.C.- RESIDENML(STH EDITION) CENTRAL. ADDRESS: 122 DUSK WAY, FT. PIERCE, FL 34945 PSFROOFLNELOAD NAME: NB,, Lake Wales, FL 33853 86 V..-ULTIMATE DESIGN WIND SPEED= 180 MPH (RISK CATERGORY II BUILDING) BUILDING) II T��7,1c HOMES MODEL #MFT2437-108:29'-B"X66'-0"-(ON-FRAME MODULAR) AND 1600 PSF SOL HEARINOCAPACTTY Phone: -5895980 V--NOMINAL DESIGN WIND SPEED- 124 MPH(RISK CA7ERGORY II FOUNDATION PLAN AND DETAILS DATE: Fax: 1-866-865-2044 ROE 1609.3.1) PROVIDED BY F-1 MARKV. RIGHTER, P.E. 066196 318 S. SCENIC HWY, STE 100 ���� 11�-�16 SENYB ENGINEERING SERVICES LAKE SALE 3 sr YOCNGIr:ccuNNu"-sa �X TEDToscuE LAKE WALES, FLORIDA33853 SHEET IOFI 2j• 01.331E NONCIRCULAR CIRCULAR Perimeter. 4"- 84" 1i '2i RECESSED Pedmeter.>64 ,Smtf 'HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. *HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS. *HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. •HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAILS. 2 X 2 BALUS MIN. (3) SIMPSON'S SOS 1/4" X 4-1/2" — WOOD SCREWS FOR RIM JOIST TO POST CONNECTION, (5) 16d NAILS OR EQUIVALENT P.T. STEP LANDING FLOOR FASTENED TO HOST FLOOR MEMBERS USING SIMPON'S 1/4" X 3--1/2" SDS WOOD SCREWS OR EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN 2X6 P.T. LANDING CONSTRUCTION 16" O.C. FLOOR JOISTS USING (5) 16d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. 30" GROUND ANCHOR W/ TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) STAIR TR AD AND 115FS THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHTa OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. OPER-RISERS�tRE-PERMITTED-PROVIDED-THAT-THE- OPENINGS -LOCATED -MORE-- THAN 30 INCHES, AS MEASURED VERTICALLY, TO THE FLOOR OR GRADE DO NOT — .� ';5 g INS W 5 g w _> W PERMIT THE PASSAGE OF A 4-INCH DIAMETER SPHERE. T W THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION NN OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. E THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE $ l7 SMALLEST BY MORE THAN 3/8 INCH. a�3 THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATERQ 1-1/4 INCHES - THAN 9/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. A NOSING IS NOT REQUIRED WHERE„ THE TREAD DEPTH IS A MINIMUM OF .11 INCHES. y? THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. fr rUr'� W� -01 TYR T. 5/4" X 6 BOARD RAIL CAP -D- MAY U _ OPENINGS SHALL NOT ALLOW " THE PASSAGE OF A 4" DIAMETER SPHERE 3'-0" LANDING HEIGHT - 5 STEPS (MIN.) Z' //_ 4-0• LANDING HEIGHT = 7 STEPS (MIN.) 2 X 4 TOP &BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWS 5'-0" LANDING HEIGHT = 8 STEPS (MIN.) ON INSIDE FACE. OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A O SPHERE 4-3/8" TO PASS THROUGH. STAIR AND LANDING ILLUMINATION REQUIREDATTACH V TOP W/ MIN. (1)#8 WOODTSCREW OR E UOM CONCRETE OPTION: T. 2X6 IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND ANCHORS AND TIEDOWN STRAP CAN BE OMITTED. THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING CONCRETE SLAB USING SIMPSON'S L-BRACKET OR EQUIVALENT. (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16d NAILS OR EQUIVALENT AT EACH 2X6 TO POST CONNECTION. (3) 2 X 12 P.T. STAIR STRINGERS ATTACHED TO P.T. LANDING USING SIMPSON'S LSC ADJUSTABLE STAIR STRINGER OR EQUIV. NOTE: l CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL Tallrrrri „%�-09-2018 %,4��NCENT 'CEN' yy5�e6196 STATE OF Off' • �� S/ANAL E�,.•, ''�IIa11111\1 VULT=ULTIMATE DESIGN WIND SPEED=160 MPH V ASD =NOMINAL DESIGN WIND SPEED = 124 MPH (TABLE 1609.3.1) (3 second gusts) 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1.866-865-2044 Drawing Number: STAIR CONSTRUCTION EegineaagS a S. Scenlc Hn.S1e 100 Lake Wales, FL We © COPYR T M17 ENGINEERS PLANNERS 3C NOF OAKLANOAV UG • P.O.90X4E0 NgppANE6, ttVOlANA49960 WG9: W .NTAINC.COM P CNE: 974773-7976 FAX: 574773 732 December 7th 2018 Destiny Industries, LLC 250 RW Bryant Rd Moultrie, GA 31774 RECEIVED i RE: MF12437-ME663-662-108A JAN 0 S I NTA JOB NUMBER: DES060817-48 To whom it may concern The referenced manufactured building has been reviewed and approved. NTA, Inc. certifies this plan is in compliance with 2017 Florida Codes — 6' Edition as referenced in the approved drawings. This approval covers the factory build structure only. Any alterations to the factory built structure, on site, voids the approval. This plan is subject to the following limitations: 1. This plan is NOT approved for High Velocity Hurricane Zone (i.e. Broward and Dade Counties). 2. Signed and sealed plans are on file with NTA, Inc. 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. 4. Items installed on site are subject to review and approval by the local authority having jurisdiction. Please reference the list of site installed items on the approved plans. 5. This review included products for compliance with 553.8425 or FAC Chapter 61G20-3. If you have any additional questions or comments regarding this matter please contact me at your convenience at (574) 773-7975. Respectfully, WicFiae(Taffer Michael Faller Account Manager NTA, Inc. o J:jo FILE C MOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous .Site. Plans for OSTDS #56- f(-'' IV 7-157 & Well # Date:IZ (3 / Review c Florida Plan Approval Letter 2016-07-26 Page I of I STATE CODES: FLORIDA Florida Residential Code trical Code THIS DRAWING COMPLIES WITH 61G20-3.006 (PRODUCT VAUDAT BUILDING INFORMATION INSTRUCTION TYPE WOOD FRAME TAL S.F.: 1958 MBER OF FLOORS: 1 BUILDING DESIGN CRITERIA (ASCE 7-10) BUILDING HAS NOT BEEN DESIGNED FOR PLACEMENT IN HIGH VELCON HURRICANE ZONE (HVHZ). (LE DADE AND BROWARD COUNTIES) CUPANCY CLASS: R-3 RESIDENTIAL ND LOAD DESIGN: 160 MPH (VULT) 124 MPH (VAS POSURE: D 2ND FLOOR ROOF LIVE 10 PSF 0 PSF I In'Mtffij gM I -0.18 (ENCLOSED BUILDING) HEIGHT DAP. FOR C/C PSF PR-RCOF CAL LOAD (EA-50) WIND SPEED 16D VULT (124 VASD) ZONE1 23A PSF -372 PSF ZONE 2 23A PSF -64.7 PSF ZONE 3 23.4 PSF -81.9 PSF ROOF OVERHANG (FA-10) ZONE 2 -95.7 PSF ZONE 3 -133.6 PSF PW-WALL C&C LOAD, WALLS & DOOR (EA-10) ZONE 4 40.6 PSF -44.1 PSF ZONE 5 40.6 PSF -54.4 PSF PRESSURES SHOWN ARE ALLOWABLE STRENGTH PRESSURES 1. ALL SUPPLY REGISTERS ARE ADJUSTABLE, EXCEPT WHERE OTHERWISE SPECIFIED. 2 1NENDR DOORS SHALL BE UNDERCUT 1.5 ABOVED FINISHED FLOOR FOR AR RETURN ANO/OR AS NOTED ON FLOORPIAN. 3. BATHROOM VENT FANS SHALL PROVIDE 50 CFM MINIMUM OF VENTILATION. 4. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKE TO PROVIDE 20 CFM PER PERSON. 5. VENTS SHALL BE DUCTED TO THE EaENOR OF HOME 6. ALL DUCT SYSTEMS COMPONENTS INSTALLED IN THE ATRC AREA WITH INSULATION SHALL HAVE A MINIMUM R-VALUE OF R-B.O. 7. ALL FNAC COMPONENT INSTALLED ON SITE SHALL BE INSTALLED BY FNAC CONTRACTOR MN. 652 SQUARE FEET NET FREE AREA CA ATTIC VENTILATION TO BE PROVIDED BY SOFFFT AND RIDGE VENTS/ROOF VENTS. MN. 13.05 SWWE FEET NET FREE AREA OF CRAWL SPACE VENTILATION TO BE PROVIDED BY FOUNDATION CONTRACTOR ATBC VENTILATION ACHIEVED BY WOE VENT AND SOFFIT 1. ALL GLAZING WITHIN 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR, AND ALL GLAZING N DOORS SHALL BE SAFETY, TEMPERED OR ACRYLIC 2 OCCUPANT LOAD S BASED ON I PERSON PER 200 SQUARE FEET OF FLOOR AREI 3. MINIMUM CORRIDOR WIDTH IS 36 INCHES. 4. WINDOWS, GLASS, DOORS, SHALL COMPLY WITH AAWNWWDA 101/Lu 5 ALL MATERIALS USE IN THIS CONSTRUCTION OF THE BUILDING WHICH ARE COVERED BY THE R-ORDA BUILDING COMMISSION CHAFFER 61G20-3 RULES SHALL HAVE CURRENT FLORIDA PRODUCT APPROVAL B ALL CONSTRUCTION, MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE CODES SPECIFIED ON THE DRAWING. 7. ATTIC AND CRAWLSPACE VENTILATION SHALL BE PROVIDED IN ACCORDANCE WITH ALL APPUCABLE CODE SECTIONS. & DATA PLATE AND STATE INSIGNIAS ARE LOCATED IN OR ON THE PANE. BOX OF THE HOME 9. THIS HOLE: SHALL NOT BE PLACED IN AN AREA THAT EXCEEDS THE DESIGN CRITERIA OF BUILDING. NOTE THE BUDDING SPECIFIED ON THESE DRAWINGS IS EXCLUDING FROM COVERAGE OF THE MANUFACTURED HOUSING CONSTRUCTOR AND SAFETY STANDARDS ACT. 42 U.S.C. 5401 EF SEC. UNDER PROVISIONS OF 24 CFR 328212, IN THAT THE BUILDING IS: 1 INTENDED ONLY FOR ERECTION OR INSTALLATION ON A SITE -BUILT PERMANENT FOUNDATION: 2 NUT DESIGNED TO BE MOVED ONCE ERECTED OR INSTALLED: AND 3 DESIGNED AND MANUFACTURED TO COMPLY WITH A NATIONAL RECOGNIZED MODEL BUILDING CODE OR AN ATTENTION LOCAL INSPECTION DEPARTMENT THE FOLLOWING ITEMS HUE NOT BEEN COMPLETED BY THE BUWN( MANUFACTURER ARID HAVE NOT BEEN 24TEM BY THE THIRD PAN INSPECTION AGENCY AND ARE NOT CERTIFIED BY THE STATE MOOUVJ LABEL AND/OR CER URCATION. CODE COMPLIANCE FOR THESE ITEMS MUST HE DEH7ROND AT THE LOCAL LEVEL: 1 THE: COMPLETED FOUNDATION SUPPORT SYSTEM AND TIEDOWN AN)/OR ANCHORAGE SYSTEM. 2 RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING. 3 BUDDING DRAINS, CLEAN OUTS AND HOOK UPS TO PLUMBING SYSTEM AND FIRM PLUMBING. 4 ELECTRICAL SERVICE HOOK-UP (INCLUDING FEEDERS AND THE MAN ELECTRICAL PANE). 5 CONNECTION OF ETECTNCAL CRCAIS CROSSING OVER MODULAR MATING LINES (MULTI -WIDE UNITS MY). 6 STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES (MULTI -WIDE UNITS ONLY). 7 INSTALLATION OF INSULATION AT FLOOR CEILING AND ENDWALIS AT MATING LASS (MULTI -WIDE UNITS ONLY). 8 INSTALL NI S INSULATION ON ALL PIPING INSTALLED IN UNCON- DNGNAL SPACES. 9 INSTALL FIRESTOPPNG AT ALL MODULE MATING LINES AT THE MARRIAGE WALL CEILING HEIGHT AND AT THE FLOOR SYSTEM. 10 CRAWL SPACE LIGHT AND SWITCH. I HVAC SYSTEM CROSSOVER DUCTS AND HVAC SYSTEM. 12 RIDGE VENTS MUST BE INSTALLED IN ACCORDANCE WITH THE VENT MANUFACTURERS INSTRUCTIONS. 13. PORTABLE FIRE EXTINGUISHERS) 14. STORM PROCOECIION PANELS REQUIRED FOR GLAZED OPENINGS PER FRO SECTION R3012(2). 15. GABLE ENDWALL FRAMING 16. BUILDING SUBJECT TO REVIEW AND APPROVAL OF THE STATE FIR INSPECTOR ON SITE WITH COMPLIANCE WITH CH.633 FIRE SAFETY CODE 17. A/C UNIT I& AAV. (AR ADMITTANCE VALVE TEST) AFTER DAY TEST 19. WAG COMPANY 6 RESPONSIBLE FOR ANY DAMNS AND REPAIRS TO MODULAR COMPONENTS (ILL TIRNCT'Rn Tr OK COdDUCTOF 327NT\L Si THIS STRUCTURE CANNOT BE LOCATED ON THE UPPER HALF OF AN 'ISOLATED HILL, RIDGE OR ESCARPMENT' WHICH SATISFES ALL OF THE FOLLOWING: I HILL. RIDGE OR ESCARPMENT IS HIGHER THAN 30 FEET N EXPOS1RE C LOCATIONS AND 60 FEET N EXPOSURE B LOCATIONS 2 AVERAGE SLOPE OF HILL EXCEEDS 1OR 3 THE MIL, RIDGE OR ESCARPMENT HAS NO OBSTRUCTIONS TO WIND MOVEMENT BY TOPOGRAPHIC FEATURES FOR A DISTANCE FROM THE HIGH POINT OF THE HILL. RIDGE OR ESCARPMENT EQUAL TO 50 TIMES THE HEIGHT OF THE HOT, RIDE OR ESCARPMENT OR ONE MILE, WHICHEVER IS LESS. HANDICAP RAMP(S), STAIR(S) AND RAILS ARE SITE INSTALLED, DESIGNED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION REVIEW AND APPROVAL.. FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQUARE FOOT NET VENT AREA PER 1/15M OF THE FLOOR AREA AND AN IS- X 24' MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION REVIEW AND APPROVAL BUDDING ADDRESS AS REQUIRED BY R319.1 TO BE INSTALLED ON SITE BY OTHERS. THE RAM SELL SET OF PEWS ARE ON FILE IN THE THIRD PARTY AGENCY'S OFFICE AS DIRECTED BY THE DBPR BUILDING ADDRESS AS REQUIRED BY FRC R319.1 TO BE INSTALLED ON SITE BY OTHERS. THE INNS MAY BE FLIPPED OR AOROFED. PAGE: 1 COVER & NODS PALE PAGE 2 EXTERIOR ELEVATIONS PALE 3 EXIEIOR ELEVATIONS PAGE 4 MASTER FLOOR PLAN PAGE 5 ElEDHRCAL LAYOUT PAGE 6 FLOOR FRWING PAGE 7 COLD SUPPLY PLUMBING PACE 8 HOT SUPPLY PLUMBING PAGE 9 WASTE PLUMBING PAGE 10 ROOF LAYOUT PAGE 11 HVAC LAYOUT PAGE 12 CHASSIS PLAN PAGE 13 CROSS SECTION PAGE 14 DRYER DUCT PAGE 15 AIR SEALANT PAGE 16 WATER SEALANT EXTF180R PAGE 17 SHEARWALL DETAILS ATTIC 6 DESIGNED FOR 10 PSF LOAD BUT 6 NOT INTENDED TO BE USED FOR STORAGE INSULATION EXTFMIS ABOVE THE TOP OF THE BOTTOM CHORD AND COMPRESSION OF THE INSULATION WILL COMPROMISE THE MINIMUM DESIGNED THERMAL VALUE FOUNDATION: FOUNDATION IS DESIGNED BY OTHERS. DETAILS CONTAINED IN DOE TYPICAL DRAWINGS ARE SUPPLEMENT AND MUST BE EVALUATED BY FOUNDATION DESIGNER FOR COMPATIIABLLIIY WITH THE FOUNDATION `y�cEAt �. * No 77316 S ot: STATE OF � P c� 0 R 1 O ONAL .� NOTE THE PURCHASER 6 RESPONSIBLE TO INSURE CAM CONPOM TO LOCAL ORDINANCES IN RESPECT TO BUILDING = HEGHT. SEIBACI( OR AS HEIICS WHICH S ENFORCED BY LOCAL JURISDICODNS HOME 6 STRUCTURE AS REQUIRED BY THE STATE OF FLORIDA IS DESIGNED AS A 2-STORY EVEN THOUGH ACTUAL CONSTRUCTION IS A 6/12 PITCHED ROOF ON A SINCE FRAME PLUMBING NOTES 1. NB ACCESS PROVIDED UNDER HOME UNLESS OTHERWISE NOTED. 3. WATER HEATER StVJL HAVE SAFETY PAN WITH 3/4 INCH DRAIN TO EXTERIOR. TAP RELIEF VALVE WITH DRAIN TO EXIERIOR, AND A SHUF OFF VALVE WITHIN 3 FEET ON A COLD WATER SUPPLY LINE 4. WATER PIPES INSTALLED IN A WALL EXPOSED TO THE EXTERIOR SHALL BE LOCATED ON THE HEATED SIDE OF THE WALL INSULATION. WATER PIPING INSTALLED IN AN UNCONDITIONED ATTIC SWJL BE INSULATED WITH AN INSULATION OF R-6.5-DWV. S. DWV SYSTEMS SHALL BE ETHER ADS OR PVC-DWV. 6. WATER SUPPLY LINES SHALL BE PEX, CPVC, OR COPPER; WHEN PEX SUPPLY LINES ARE INSTALLED THE MAXIMUM WATER HEATER TEMPERATURE SETTING IS iBPF. THE PEX PIPE SHALL BE INSTALLED ACCORDANCE WITH THE LNUFACIURES LIMITATIONS AND INSTRUCTIONS. 7. BUILDING DRAIN AND CLFANOUIS ARE DESIGNED AND SITE INSTALLED BY OTHERS, SUBJECT 70 LOCAL JURISDICTION APPROVAL B. WATER CLOSETS AVERAGE WATER USAGE SHALL NOT ETC® 1.6 GALLONS PER FLUSH. 9. SHOWER STALLS SHALL BE COVERED WITH NON -ABSORBENT MATERIAL TO A HEGHT OF 72 INCHES ABOVE THE FINISHED FLOOR 10. SHOWERS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET TEMPERATURE OF 129F. (4BSC) 11. AIR ADMITTANCE VALVE (AV) SHALL CDNFORM TO ASSE 1051. THE VALVES SHALL BE LOCATED A MINIMUM OF 4 INCHES ABOVE THE HORIZONTAL DRAIN OR FIXTURE DRAIN BEING VENTED AND MUSE BE INSTALLED IN A WELL VENTILATED SPACES OR BE PROVIDED WITH VENTILATED ACCESS DOGS. 12 WATER HAMMER ARRESTORS TO BE INSTALLED WHERE QUICK COS24G VALVES ARE UTILIZED (LE DISHWASHERS. CLOWES WASHES, ICE MAKERS OR OTHER QUICK CLOSING DEVICES WITH SOLENOID VALVES). ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 11 THIS UNIT MUST BE CONNECTED TO PUBLIC WATER SUPPLY AND SEWER SYSTEM IF THESE ARE AVAILABLE 14. SINKS 22 GALS AND UK 22 GALS PER MN MAX. 0 60 PSI. 15. SHOWER HEADS SHALL NOT USE MORE THAN 2.5 GALS/MIN 0 80 PSI PER ANSI STD A 112.18.111. 16. AN APPROVED THERMAL EXPANSION DEVICE SHALL BE SIFE INSTALLED IN THE WATER SUPPLY SYSTEM IN ACCORDANCE WITH MANUFACTURES INSTALLATION INSTRUCTORS. (INS DEVISE IS REQUIRED WHEN BACK FLOW PREVENTORS, PRESSURE REDUCING VALVES, CHECK VALVES OR SYSTEM WHICH MAY PREVENT PRESSURE RELIEF. 17. AN ACCESSIBLE SHUT OFF VALVE SHALL L BE PROVIDED AHEAD OF THE FIRST OUTLET OR BRANCH CONNECTED TO THE SERVICE OR D611i®URON PRE. THIS SHUT OF VALVE MAY BE SITE INSTALLED. DESIGN AP 4QA6 A E, PLANNu%m x A71-I2437-b1E663-662-108. APPROlMD BY o�ry,e... IgIftm. ELECTRICAL NOTES: 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATE ARTICLES OF THE NATIONAL ELECDRCAL CODE 2 WHEN LIGHT TEXTURES ARE INSTALLED IN CLOSETS THEY SHALL BE SURFACE MOUNTED OR RECESSED, INCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LAMPS SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM STORAGE AREA AS DEFINED BY NEC 410-8(A). 3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE BRANCH CIRCUIT SWITCH OR CRCUB BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH-OR-CIRCUT-BRFAKER 6-WITHIN-SIGHT-FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSTON. 4. HVAC EQUIPMENT SHALL HE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED 'OFF' POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNDERGROUND CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREWER. 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED BY AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NEC. BY LOCAL ELECTRICAL CONSULTANT. B THE MAN ELECTRICAL PANEL SERVICE DISCONNECT (MAN CIRCUIT BRFAI(ER) AND FEED06 ARE SITE INSTALLED. DESIGNED BY OTHERS AND SUBECT TO LOCAL JURISDICTION REVIEW AND APPROVAL 7. ALL CIRCUITS CROSSING OVER MODULAR MATING ONES SHALL BE SITE CONNECTED WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTIONS. B. ALL OURUTS LOCATED WITHIN 6 FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH CM PROTECTION. 9. ALL FANS MUST BE DUCTED TO THE EXTERIOR OF THE BUILDING AND TERMINATE AT AN APPROVED VENT CAP. IO.SMOIE DETECTORS SHALL BE WIRED SO THAT THE OPERATION OF ANY ONE SMOKE DETECTOR WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHERS (IN ANY ONE DWELLING UNIT). ILPROVIDE COMBINATION SMOKE/CARBON MONOXIDE DEFECTORS WHEN ANY FOSSIL FUEL APPLIANCES ARE PROVIDED. 12ALL RECEPTACLES INSTALLED IN WET LOCATIONS (EXTERIOR) SHALL BE IN WEATHER PROOF (WP) ENCLOSURES, THE INTEGRITY OF WHICH IS NOT AFFECTED WHEN AN ATTACHMENT PLUG CAP IS INSERTED OR REMOVED. 13.AU. BRANCH CIRCUITS SUPPLYING 15 AND 20 AMP OUTLETS IN ALL AREAS ARE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER IN ACCORDANCE WITH SECTION 210.12 IN 2014 NEC. 14 PROVIDE TAMPER RESISTANT RECEPTACLES IN ACCORDANCE WITH SECTION 406.11 IN 2014 NEC. ��► Destin Industries, l LC ' 250 RW BRYANT ROAD PHONE: 1-229-985-6200 MOULTRIE, GA 31778 E-MAIL destinyhomebuilden ]ATE 11/14/2018 13RD PARTY INSPECTION AGENCY ,ODES: 2017 FBC NTA INC 305 NORTH OAKLAN AVE ABELS: FLORIDA NAPPANEE IN 46550 SCgI-E� Contact: Davc Barts (574-773- 108A SHEET COVER/NOTE PAGE on mol ■■■ ■■■ ■■■ ■■■ _■■ ■■■ _In = ■■■ ■■■ ■■■ ■■■ son ■■■ _ ■■■ ■■■ _■■ ■■■■ THE IRC CODE REQWRES THAT ALL BUILDINGS LOCATED IN AREAS WITH WINDSPEEDS EQUAL TO OR GREATER THAN 120 MPH AND ALL BUILDINGS LOCATED IN AREAS WITH WINDS SPEEDS EQUAL TO OR GREATER THAN 110 NPH WHICH ARE WITHIN ONE MILE OF A HURRICANE PRONE COAST LINE BE PROVIDED WITH EITHER OF THE FOLLOWING: (1) DAPACT RESISTANT =NG COMPLYING WITH AN WACT GINJNG STANDARD, ASTM E 1996 AND/OR ASTM E 188IL (2) STORM PROTECTION WOW STRUCTURAL PANELS III. MIN. 7/16' USE OR PLYWDODIPRECUT TO FIT THE CLAM OPENINGS WITH THE ATTACHMENT HARDWARE PROVIDED, THE PROTECTVE"HARDWARE PANELS MUST -SE -INSTALLED IN ADCORDINANCE WITH THE FASTENING SCHEDULE PROVIDED IN TABLE R301.2.12 OF THE IRC CODE NOTE THE STORM PROTECTIVE PANELS MAY BE PROVIDED BY THE LOCAL CONTRACTOR OR INSTALLER RAM THAN THE BUILDING MANUFACTURER IN MOTION. DMOR WINDOWS AND DOOR MUST BE DESIGNED TO R6AT THE DESIGN WIND IONS SPEGIFHD DI TABLE R3012(2) OF THE IRC CODE ADJUSTED FOR HERDT AND DNSURE PER TABLE R301.2(3) OF THE IRC CODE ALL DaERIOR WINDOWS AND GLASS DOORS MUST BE TESTED AND APPROVED BY AN APPROVED INDEPFNOANT LABORATORY AND BEAR A LABEL INDICATING COMPLIANCE WITH AAMA/KVVNDA 101/IS2. 1. SEE CROSS SECTION FOR METHOD OF ROOF VENTILATION 2. FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE ONE SQUARE FOOT NET VENT AREA 1/150TH OF THE FLOOR AREA. 3. A 22"X36" MINIMUM CRAWL SPACE ACCESS AND A 6 MIL POLY GROUND COVER, SITE INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. 4. STEPS, RAILS, & DECKS TO BE DESIGNED AND BUILT BY OTHERS ON SITE, IN ACCORDANCE WILL LOCAL CODES REQUIREMENTS AND INSPECTIONS. FRONT EXTERIOR 1\II'•I INC.TV r RIGHT EXTERIOR .n E No 77316 �•, STATE OF NA1L1W� / ATTIC VENTILATION: CEILING INLET: (29.67X66X144 = 281983.7 SQ.IN. REQUIRED INLET AREA: 140991.8)/3DO = 469.97 SQ.IN. PROM DED INLET AREA �.SX62X2)5 = 620 MIN 620 SQ.IN > 469.97 SQ.IN THEREFORE OK REQUIRED OUTLET AREA: (.5X140991.8)/300 = 469.97 SQ.IN. RIDGE VENT = 15 SQ.IN. PER FOOT OF AIR FLOW SOFFIT = 5 SQ. IN PER FOOT OF AIR FLOW 31.32 FT OF RIDGE VENT REQUIRED 93.98 FT OF SOFFIT VENT REQUIRED ,Destin � BRYANT ROAD PHONE: 1-229-985-6200 GA 31778 E—MAIL• des6nyhomebuilden 11/14/2016 13RD PARTY INSPECTION AGENCY 2017 FBC NTA MC FLORIDA 305 NORTH OAKLAND AVE NAPPAN IN 46550 v.c Contacb Baits (574-773- MFT2437-ME663-662-108A SHEET EXTERIOR ELEVATION 1 2 yw..em. mvv am..ue.•.w ..�vm imm �N• �rosovm e• ",�^ ra oi�� TINC. IITI/I1 ' E N g 4p ••�lil �. 77316 ;W_ TE OF : _�� R I�p. ' II111\\\ )5, 2018 Dentin I. Industries. LLC , 250 RW BRYANT ROAD MOULTRIE. GA 31778 w�t� 3RD PARTY INSPECTION AGENCY CODES: 2017 FBC NIA INC ��. FLORIDA 30.5 NORni GARLAND AVE NAntoc IN 46550 arts erei r. uie Contact• ave Bans (574-773-2732) MFT2437—ME663-662— mine: SHEEP EXTERIOR ELEVATION 3 *ART. LIGHT AND VENT PROVIDED LIGHT/VENT CHART FLOOR AREA SO. FT. LIGHT VENT REQUIRED PROVIDED REQUIRED PRDWDEO MASTER BEDROOM 238 19.04 9.52 26.40 12.22 BEDROOM 2 127 10.16 5.08 13.20 6.46 BEDROOM 3 127 10.16 5.08 13.20 6.46 LIVING ROOM 197 15.76 7.88 26.40 IZ92 KITCHEN 205 16.40 820 -4.45 '2.04 DINING 130 10.40 520 1320 6.46 FAMILY 231 18.48 924 3450 1725 66 64 60 56 52 48 44 40 36 32 28 24 20 16 12 8 4 0 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I WINDOW SCHEDULE WIDTH HEIGHT TYPE 30" 30" HuxG 30" 36' HU"RI'c 30' 48' x�u G 12.15N/A 30" 60" 36" 12" 36" 36" N6NE 36' 40" SWE 8.48 4.05 36' 60" 13 6.46 071m 1.72 1725 �jj� +ice, E IYIMINC. - - Q5 = 24X4 R/A GRILLE 1958 TOTAL SQUARE FOOTAGE 1958 HEATED & COOLED 173 SQ Ff GLAZING 111111111 /1TT' qf,G E IV * No 77316 •. STATE OF : _ja-Z OR I S,101VA1L Dec 05, 2018 B-HALF HITCH END A -HALF HITCH END Dentin N, Industries. LLC , "A'c "7I 3RD PARTY INSPECTION AGENCY CODES: 2017 FHC NTA INC � S FLORIDA 305 NORTH, OAKLAND AVE crel r urc NAPP EE ctE IN 4( (574-773-2732) MFT2437—ME663-662-1 SHEET MASTER PLAN 1 4 awsavmer ��� om IVII"IINC. °a - - 1�'------------------------------------------------------------------------------------------------------------------------------------------------------ .1 EIECIRIGL CIRCUIT SCIDDULE ELECI CAL LEGEND CDt ommmm ma SUE W IIISM RAL OWN IKAIf s RRIM DOW6I FAR I OWL APHlA1M 12-2 v G,O Mk NO 2 9WL APRIANM 12-2 ■ (7D ffiS NO SYNL NRIINCE 12-2 4 wK 12-2 ■ t7D m 5 WNER WM ,0-2 W OD 25 W /C� RIVIOCENI UOR y } W-j11DEM 7F UpR T 0 FOWW FAN O PMWY GOR ® PM 60% 0 SIX I MrM ® 1 11 © FAN LW =0 20 ANP WRPX IW7IAaE =0 15 W WRFX W7ME EG 24M FBVr $ SWI01 3-WY swu ®B ltOf IBItA9WA 12-2 W GND AM 7 WAM 12-2 W W 2G% NO W IMTH 10-3 W m W 2P 9 RANGE "W IND 40 2P 10 GD1 K IIDIOD 14-2 W = l5k AFCI 11 GOOK UI71IE6 1F2 v GN1 1 /M 12 GOOK 000WG 14-2 W 90 15k NO 13 GENOK U(N17S 14-2 W OD 15k NO 14 GRW.AN. WING 14-2 ■ M 1 NO 15 I21WRN UI7R 14-2 W OD 1 NO 16 Gi1m "afrm 14-2 W IOD Ilk NO 17 IDWRN WHIM 14-2 W fNO l5k AFO iB GDOK LIGfING 12-2 W GD 2A NO is WOK TOP 10-3 W W W & m Ti✓ n 12-2 W OD NO zl SWIM DETELIW5 14-3 W 90 T2 I60wkw 12-2W GID NO 23 "m FIR WO O17RICIMS 24 WNL M 1" ■ OD W 8 ® ME JAOI N 25 COOK TOP ,Oa O W G 30 2P 26 TAVOESS W PER WCO67RIC11G1S MUSS W PER IWC O67MC105 O11®0 LW AID VW 3-WAY SWITM WILL HAVE 12-3 WIRE FOR SWHCH LEGS. 50% OF LAMPS IN ALL PERMANENTLY INSTALLED LIGHTING FIXTURES MUST BE HIGH EFFICANCY LAMPS. PANEL SONG 1958 SO. FT. X 3 WAIIS/S0. ET. 3-20 AMP APPLIANCES CKIS RANGE CIRCUIT WATER HEATER CIRCUIT D& WASHER CIRCUIT WASHER CIRCUIT DRYER CIRCUIT GWME DISPOSAL TOTAL FlRST 10KW 6 100% REMAINDER ® 40% ( 292 X 0.40) HVAC (ASSUMED 20.90) TGTAL 41.700 WATIS/240 VOLTS = 5.9 KW = 4.5 KW = 13 KW = 4.5 KW = 1.4 KW = 1.5 KW = 5.5 KW = 392 KW = 10 KW = 113 KW = 20.0 KW = 413 KW = 41,7000TIS = 173.6 AMPS= 2DO AMP SERWCE ��Q:`�•` C•E NMFkP * No 77316 W, �o •, STATE OF ; _�` i • .O V• qp ID IVA►- Dec 05, 2018 Destin _ Industries, LLC , DATE 1 ' 305 PARTNOM H INSPECTION AGENCY CODES: 2017 FBC NTA INC LABELS. FLOPUDA 305 EO 4&550 AVE NAPPANEE. IN Bads crei c• utc Contact• Dave Saris (574-773-2732) MFT2437—ME663-662-108A 3e 9ek LWING: SHEET ELECTRICAL LAYOUT 1 5 66 64 60 56 52 48 44 40 36 32 28 24 20 16 12 8 4 0 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOUBLE 2X10 SYP#2 EDGE JOIST FASTEN INSIDE JOIST TO EACH TRANSVERSE JOIST WITH 8—.131' X 3' NAILS FASTEN DOUBLE EDGE JOINT TOGETHER W/TWO ROWS .131- X 3' NAILS 6. O.C. (TYP. ® SIDEWALLS AND MATOUNE EACH HALF). mxxwm al •^�^ IYIMINC. ````ttlJlll 41T7j77Y �,...MIn IV 70 STATE OF IVAIL I DOUBLE 2X10 SYP82 JOISTS UNDER ENDWALLS FASTEN TOGETHER W/.131-X3- NAILS ® 6' O.C. (TYP.) SPLICE 1 SPLICE 2 NO SPLICE ONESPLICE $2 SP 2X12 8'-9' 6'-2' 9'-3' 6'-7' #2 SP 2X12 11'-5' 8'-9' 12'-2' 9'-3' 02 SP 2X10 7'-5' 5'-3' 7'-10' 5'-7' 82 SP 2X10 9'-9' 7'-5' 10'-4' 7'-10' MATING LINE 4 ��` wIRIF 9Y1n I F�210R WALL I0 PER FLOOR SPECIFICATIONS BY OTHERS SIDENALL DOUBLE 2X10 2 SYP EACH SIDE OPT)TRIPLE 2X12'S (8-16D (0.162)X3.5 NAILS FROM FIRST PERIMETER RAILS TO END TRUSS. OUTSIDE PERIMETER RAILS FASTEN TO INSIDE RAILS WITH 16D (.162) X 3.5 NAILS STAGGERED 12' O.C. (TYPICAL AND SIDEWALLS AND MARRIAGE WALLS.) 2X10 SYP$1 OR SPp2 FLOOR JOISTS ® 16' O.C. (TYP. EACH MOD) LEDGER 24I I 2x2 LEDGER FASTEN WITH 160 (0.1621 X 3.5' NAILS. NAIL EACH SIDE OF JOISTS THEN 8' O.C. BETWEEN JOISTS.(MAY USE SIMPSON HUS46 HANGERS IN PLACE OF 2X2 LEDGER) INSTALL BRIDGING/BLOCKING AT CENTERLINE OF EACH MODULE WIDTH FOR THE ENTIRE LENGTH OF FLOOR AS SHOWN (TYP. EACH MOD.) L 96 96 L 19/32' PLYWOOD OR OSB SHEATHING PERPENDICULAR TO JOIST W/NEXT ROW STAGGERED "-0- (STIRDIFLOOR. EXP 1, 20- O.C.) T&G EDGES FASTENED W/10D% PVA GLUE & .113'X2' NAILS 6. O.C. EDGES & FOLD. Dec 05.-20 B-HALF HITCH END A -HALF HITCH END GIRDER AT MATELINE TO HAVE SPLITS LIMITED TO 4' AND HAVE ALL BUTT JOINTS TO FALL OVER PIERS (TYP. EACH HALF) SEE FOUNDATION PLAN FOR PIER LOCATIONS. ofth Destiny Industries, LLC - OATS 11/1a/2o19I 3RD PARTY INSPECTION AGENCY CODES: 2017 FBC I NTA INC LABELS. FLORDA 305 NORTH OAKUWD AVE NAPPAN IN 46550 erei r urc Contact a Borts (574-773-2732) MFT2437—ME663-662-1 SHEET FLOOR FRAMING 1 6 PIPE LEGEND 1" PIPE 3/4" PIPE 1 /2" PIPE 9�WeWe� s�o. Oa �P VB m.n...t�1 INC.°^ - BIBB HOSE JuuttV�V j 41 :`�`• �CENS•�Q': W =70: : �•, STATE OF •; _�= ` Dec 05, 2018 WATER HEATER DETAIL 3/4" DRAIN TO EXTERIOR 3/4' AN DRAIN LINE SHALL EXTEND FLL SIZE TO THE EXTERIOR OF THE BUILDING AND TERMINATE 6 TO 24 INCHES ABOVE GRADE. RELLIIEF VALVE 3[4 // LD INLET 3 4 WATER HEATER NOTES: ySpH�UVT� OFFFH 3 FEET 11-1 ill IZED 1 16 THICK PAN. 1. WATER HEATER SHALL BE PROVIDED WITH A COLD WATER 'DIP' TUBE WITH A HOLE AT THE TOP OR A VACUM RELIEF VAVLE INSTALLED IN THE COLD WATER SUPPLY LINE ABOVE THE TOP OF THE WATER HEATER TAN K• BOTTOM FED WATER HEATERS SHALL HAVE A VACUM RELIEF VALVE COMPLYING WITH ANSI Z21.22 INSTALLED. 2. WATER HEATERS SHALL BE PROVIDED WITH A TEMPERATURE AND PRESSURE RELIEF VALVE COMPLYING WITH ANSI Z21.22 INSTALLED IN THE SHELL OF THE WATER H6dATER TANK. THE VALVE SHALL BE ACTUATED BY THE WATER IN IN THE TOP 6 OF THE TANK AND SHALL HAVE A TEMPERATURE RATING OF NOT MORE THAN 210'F AND A PRESSURE SETTING NOT EXCEEDING THE TANKS RATED WORKING PRESSURE OR 150 PSI, WHICHEVER IS LESS. 3. WATER HEATERS SHALL BE EOUIPPED WITH AN ENERGY CUTOFF DEVICE THAT WILL CUT OFF THE SUPPLY OF HEAT ENERGY TO THE WATER TANK BEFORE THE TEMPERATURE OF THE WATER IN THE TANK EXCEEDS 210'F. DWV RISER CHANGE IN DIRECTION IN SCHEDULE 40 DWV-PVC AND ABS DRAINAGE PIPING SHALL BE ROE BY THE APPROPRIATE USE OF 45- (0.785 RADIUS) WYFS, QUARTER BENDS, OR LONG SWEEP QUARTER BENDS, ONE-SD(IH, ONE-EIM. ONE-SKTEENTH OR BY A COMBINATION OF THESE OR EQUNAIENT FITTINGS, SINGLE AND DOUBLE SANITARY TES AND QUARTER BENDS MAY BE USED IN DRAINAGE LINES ONLY WHERE THE DIRECTION OF FLOW IS FROM THE HORIZONTAL TO THE VERTICAL SHORT SWEEPS NOT LESS THAN 3 INCHES DIAMETER MAY BE USED IN SOIL AND WASTE LINES WHERE THE CHANGE IN DIRECTION OF FLOW IS FROM THE HORIZONTAL TO THE VERTICAL AND MAY BE FOR MAKING NECESSARY OFFETS BETWEEN THE COUNG AND THE NEXT FLOOR ABOVE Destiny ]ndustries, LLC 10 RW BRYANT ROAD PHONE: 1-229-905-6200 uA¢: o/a/cull 3RO PARTY INSPECTION AGENCY CODES: 2014 FBC WA INC LABELS. FLORIDA 305 NORTH OAKLAND AVE MAPPANEE IN 46550 SCALE NTS Contact lla a Barts (574-773-2732) MODEL:- DRAWN BY: MFT2437—ME663-662-108A Je Benton DRAWING. COLD SUPPLY SHEET PLUMBING LAYOUT m�em yew may \Rmmmmad .eosaa.m.0 veeuv; ,u„ PPPPOY®BI ry 46aa IYIF'IINC. `1111111111/j'' ENS' �•Q': * No 77316 W= AN.• STATE OF _�` i is •�'• ...••'•• ��G-%� f Dec 05, 2018 250 Destin PHONE: 1-229-985-6200 E—MAIL des6nyhomebuilder 3RD PARTY INSPECTION AGENCY NTA INC 305 NORTH OAKUWD AVE NAPPAN IN 46550 Conlaaa w Barts (574-773- MFT2437—ME663-662-108A 61:La31 HVAC LAYOUT 1 11 RIDGE CAP TOP C TOP C TENSION RIDGE TO RIDGE SHEAR —STR_P WITH (4) BID SFA75 FASTEN-WITH-(3r8D-(:131)-X-3`NAILS STRAP WITH (4) BD (.131) X FROM RAIL TO RAIL EACH BAY EVENLY 2.5` NAILS EACH END. OR CS92 SPACED. BLOCK GAPS 0 32' O.C. STRAP APPLY TO EVERY TRUSS. DE(AIL "A" TOP C TO RIDGE SHEAR FASTEN WITH (3) 8D (.131) X 3' NAILS IF RIDGE BOARDS ARE SEPERATED DUE FROM RIDGE TO TOP CHORD END GRAIN. TO SETTING CONDITIONS. SITE INSTALL APPLY TO EVERY TRUSS. FILLER BETWEEN RIDGE BOARDS AND SCREW 3-#8X4' FROM EACH SIDE. 7/16- RATED SHEATHING OSB, EXPI 24/16 MIN ROOF SHEATHING (OPT 19/32 WITH METAL ROOF) INSTALL V2' X 3' WIDE CONT. OSB OR PPLYWOOD BEARING STRIP ON SIDEWALL TOP PLATES. REMOVE COILING INT. FINISH FOR BEARING STRIPS TO SUPPORT TRUSSES (TYP) AND MARRIAGE WALLS GAIN. STEEL EAVE DRIP EDGE DBL TOP PLATE SYP 2 OFFSET BUTT JOINTS ' MIN FIBERGLASS BATT INSULATION BETWEEN STUD5 WITH KRAF83ACK ON INSIDE (TYP) DEL 2XIO MIN. SYP#2 EDGE JOIST OFFSET BUR JOINTS 48' MIN. TYP ON SIDEWALLS AT MATING WALLS) 7/16' APA RATED (EXP 1 40/20) RTERIOR WALL SHEATHING. FACTOR( INSTALLED 7/16' APA RATED (EXP 1 40/20) EXTERIOR WALL SHEATHING. SITE INSTALLED 8Y OTHERS. HVAC DUCT PER HVAC PLAN USE (1) SIMPSON H25A W(5) BD FASTEN (1) SDWC15600 SCREW FROM DBL TOP PLATE INTO THE BOTTOM CHORD OF TRUSS. EXT. OSB TO PLATES (MIN) LAP 3fe OSB OVER BAND. FASTEN WITH (1) 8D (.113) X 2.5' STAPLES 4' O.C. STAGGERED. WVOL EA (MA7(OTITOPERMT USE BAFFLES S REQUIRED A AIR PASSAGE FROM INSULATION MAR. WALL STUDS 2X4 SYP12 16' O.C. MAX WITH STUDS AT PER FLOOR PLAN SPECS (TYP (TV) A USE (2) BD (.131) X 3.25' TOE NAILS FROM BOTTOM CHORD TO TOP PLATES. OR (3) 8 X 3.5' TOE SCREWS. TRUSS CONNECTIONS RIDGE VENT SITE INSTALLED DEL 2X4 SYP$2 TOP PlA- OFFSET BUR JOINTS 48 MIN GYP AT MATE LINES) SIMPSON LSTA 9 STRAP FASTENED WITH (4) 8D (0.131) X 2.5' NAILS 0 16' O.C. 14'-10' SYPt2 BOTTOM PLATE AT MATE LINES) *:• No 77316 * ; 0 '. STATE OF : -Z �ONAL �� '1VAL ` Dec 05, 2018 WITH SYP 00 I L�JAMMES HARDE BOARD OR6VINYLa2DMORO.C. Lleuo oui iun FINISH FLOORING INSTN�ED OVER 19/32 PLYWOOD OR OSB SHEATHING PERPENDICULAR TO J0 W CHORD SUBFl.00 Loop or NEXT ROW STAGGARED 4' (S URDI FLOOR, EXP 1. 20' O.C. / 2x10 MIN. SYP#2 JOISTS 16' O.C. AAAA VA 2X6 j2SYP BOTTOM PLATE FASTEN TO PERIMETER MIL W/.131' NAILS 0 B' O.C. 2X10 STANDARD WITH OPTION 2X12'S PERIMETER RAJ. GENERAL NOTES: EXTERIOR JOINTS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE, SUCH AS AROUND WINDOWS AND DOOR FRAMES, BETWEEEN WALL CAVITIES AND WINDOWS OR DOOR FRAMES, BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF CEILING AND BETWEEN ALL WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WAILS, FLOORS, AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE SHALL BE CAULKED, GASKETED, WEATHER STRIPPED, OR OTHERWISE SEALED IN AN APPROVED MANNER. SIDEWALL TO FLOOR FACTORY INSTALLED GASKET /BX37 SCREWS 8' O.C. MAX FOR SCREWS OR NAILS. MAY BE TOED NAILED • THROUGH SHEATHING. MARRIAGE ENDWALL DETAIL INSTALL WEATHER RESISTANT BARRIER OVER 7/16 INCH SHEATHING. SIMPSON LSTA 9 0 16' STRAP FASTENED WITH (4) BD (0.131) X 2.5' NAILS EACH END TO EACH STUD. OPT 2 LAP SHEATHING OVER BAN & FASTEN WITH (1) ROW OF L1131 NAILS 0 3' O.C. RIDGE BEAM �SITE INSTALL 3/B SIDE M LAGS SCREWS STAGGERED FROM SIDE 70 SIDE AT 32' O.C. LAG SCREWS MUST PENETRATE 1' MIN. INTO ADJACENT MODULE MARRIAGE FLOOR CONNECTION SUB -FASCIA BAND TO BAND FASTEN WITH #8 (.164) X 4' SCREWS FROM BAND TO BAND. BOTTOM CHORD TO BAND FASTEN BAND TO BOTTOM CHORD WITH (7) 8D (.131) X 3.25' NAILS. APPLY EVERY TRUSS EVENLY SPACED. avw+ovm er °^�' �""°° IYIF'IINC. MATE BAND TO WALLS USE (1) BD (.131) X 2' NAIL FROM 6" LAPPED OSB UP BAND. MIN & 'ZPACE EVENLY ® 6' O.C. STAGGERED. MATE BAND TO TOP —PLATE TOE SCREW BAND TO TOP PLATE WITH (1) 8D (.131) X 3.25' NAILS. MATE BAND TO WALL STRAP USE (1) LSTA15 STRAP WITH (5) 10D (.148) X 2.5' NAILS/END. APPLY 16' IN O.C. Destiny Industries, LLCI 250 RW BRYANT ROAD PHONE 1-229-985-6200 MOULTRIE. GA 31778 E—MAIL destinyhomebuildemxo ]ATE 6/4/2017 �RD PARTY INSPECTION AGENCY DODES: 2014 FEC LTA INC 05 NORTH OAKLAND AVE FT2437—ME663-662-1 SHEET CROSS SECTION 13 CLOTHES DRYERS. M1502.1 GENERAL. CLOTHES DRYERS SHALL BE EXHAUSED IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS. M1502.3 DUCT TERMINATION EXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. EXHAUST DUCT TERMINATIONS SHALL BE IN ACCORDINACE WITH DRYER MANUFACTURES INSTRUCTIONS. THE DUCT SHALL TERMINATE NOT LESS THAN 3 FEET IN ANY DIRECTION FROM OPENING INTO BUILDING. EXHAUST DUCT TERMINATIONS SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER. SCREENS SHALL NOT BE INSTALLED AT THE DUCT TERMINATION. M1502.4 DRYER EXHAUST DUCTS DRYER EXHAUST DUCT SHALL CONFORM TO THE REQUIREMENTS OF SECTIONS M1502.4.1 THROUGH M1502.4.6. M1502.4.1 MATERIAL AND SIZE. EXHAUST DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH AND SHALL BE CONSTRUCTED OF METAL A MINIMUM OF 0.016 INCH THICK. THE EXHAUST DUCT SIZE SHALL BE 4 INCHES NOMINAL IN DIAMETER. M1502.4.2 DUCT INSTALLATION EXHAUST DUCTS SHALL BE SUPPORTED AT 4 FOOT INTERVALS AND SECURED IN PLACE. THE INSERT END OF DUCT SHALL EXTEND INTO THE ADJOINING DUCT IN THE DIRECTION OF THE AIRFLOW. DUCTS SHALL NOT BE JOINED WITH SCREWS THAT PROTRUDE INTO THE INSIDE OF THE DUCT. M1502.4.3 TRANSITION DUCT TRANSITION DUCTS SHALL BE A SINGLE LENGTH THAT IS LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. TRANSITION DUCT SHALL BE A MAXIMUM OF 8 FEET IN LENGTH. M15024.4 DUCT LENGTH THE MAXIMUM ALLLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTION M15024.4.1 OR M1502.4.4.2 M1502.4.4.1 SPECIFIED LENGTH THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 25 FEET FROM CONNECTION TO THE TRANSITION DUCT FROM DRYER TO THE OUTLET TERMINAL. SEE TABLE M1502.4.4.1 FOR REDUCED LENGTH DUE TO TURNS. FLOOR LINE ALL CONNECTIONS BY BUILDER TRANSITION DUCT DRYER DUCT MIN. 0.016 INCH GALVANIZED STEEL OR OTHER INCOMBUSTIBLE MATERIAL OF EQUIVALENT STRENGTH AND CORROSION RESISTANCE.(PER SECTION M1502.1) FLORIDA BUILDING CODE. DRYER BOX EXHAUST HOOD DAMPER BY BUILDER FOUNDATION IVIF'IINC.°Q 2 FOUNDATION WALL WIRE MESH (0.035) THICK PIPE,WIRE OR APPURTENANCE OR SOLID METAL (0.024) THICK R303.5.1 INTAKE OPENINGS LOCATED A MINIMUM 10 FEET FROM ANY HAZARDOUS OR NOXIOUS CONTAMINANT SUCH AS VENTS CHIMNEYS PLUMBING VENTS, STREETS, ALLEYS, PARKING LOTS AND LOADING DOCKS, EXCEPT AS OTHERWISE SPECIFIED IN THIS CODE. WHERE SOURCE OF CONTAMINANT IS LOCATED WITHIN 10 FEET OF AN INTAKE OPENING, SUCH OPENING SHALL BE LOCATED A MINIMUM OF 2 FEET BELOW THE CONTAINMENT SOURCE. R303.6 OUTSIDE OPENING PROTECTION. AIR EXHAUST AND INTAKE OPENINGS THAT TERMINATE OUTDOOORS SHALL BE PROTECTED WITH CORROSION RESISTANT SCREENS, LOUVERS OR GRILLES HAVING A MINIMUM OPENING SIZE OF 1/4 INCH AND A MAXIMUM OPENING OF 1/2 INCH IN ANY DIMENSION. OPENINGS SHALL BE PROTECTED AGAINST LOCAL WEATHER CONDITIONS. OUTDOOR AIR EXHAUST AND INTAKE OPENINGS SHALL MEET THE PROVISIONS FOR EXTERIOR WALL OPENING PROTECTIVES IN ACCORDANCE WITH THIS CODE. WINDOWS AND OTHER OPENING FOR THE PURPOSE OF LIGHT AND VENTILATION IN THE EXTERIOR WALLS ACCESSIBLE TO RODENTS BY THE WAY OF EXPOSED PIPES,WIRES, CONDUITS AND OTHER APPURTENANCES SHALL BE COVERED WITH WIRE MESH (0.035") THICK OR SOLID METAL GUARDS (0.024") THICK OR HEAVIER. GUARDS SHALL BE FITTED AROUND THESE FIXTURES. IN ADDITION THEY SHALL BE FASTENED SECURELY TO AND SHALL EXTEND PERPENDICULAR FROM THE EXTERIOR WALL FOR A MINIMUM 12" BEYOND EITHER SIDE OF APPURTENANCES. * No 77316 eli•, STATE OF �•A, OR I S �nnn�TT Dec 05, 2018 Destin PARTY INSPECTION AGENCY NO NORTH OAKLAND AVE 63-662-10 ^ RODENT EPROVENT ONI 1H4 ENGINEERING & PLAN DEVELOPNENT 1716 ELKHART RD. 2ND FLOOR ATTICRIGID MATERIAL ABOVE INSULATION R-30 INSULATION BLOCKING AROUND COypkW4ED EDGE OF ENCLOSED AREA SECTION VIEW OF CEILING WITH ATTIC SPACE HVAC SUPPLY FOAM OR POROUS INSULATION HAS 3• TOP INSPECTION GAP AND EXTENDS DOWN 3• ABOVE TOP OF WALL OR CONCRETE FLOOR SUPPLY BOOT FOAM OR POROUS INSULATION HAS 3• TOP INSPECTION GAP AND EXTENDS DOWN 3' ABOVE INTERIOR GROUND SURFACE FLEXIBLE SEALANT ON ALL FOUR SIDES CONDITIONED ED SECTIONAL NEW OF CEILING HVAC BOOT PENETRATION FLEXIBLE SEALANT ON ALL FOUR SIDES RIGID BLOCKING MATERIAL T( CREATE AIR BARRIER (E.G. C DIMENSIONAL LUMBER FOAM OR POROUS INSULATION HAS 3" TOP INSPECTION GAP AND EXTENDS DOWN 24e BELOW GRADE COMMON WALL BETWEEN UNCONDITIONED SPACE AND CONDITIONED SPACE ISOMETRIC NEW OF DIMENSIONAL LUMBER FLOOR/CEILING SYSTEM ABOVE COMMON WALL BETWEEN UNCONDITIONED AND CONDITIONED SPACE CLOSED SPACE WALLS. INSULATION ILLUSTRATION PER TUB INSTALLATION INSTRUCTION LLlu WALL 1/8• THERMOPLY SECTION VIEW OF BATH TUB ON EXTERIOR WALL ``��uuuluAi .. *C E• No 77316 iij �•• STATE OF NA Dec 05, 2018 FASTEN R-30 INSULATION TO THE BACK SIDE OF — ATDC ACCESS DOOR. INSULATION OVER SOFFIT CAPPING FLEXIBLE SEALANT TO CREATE AIR BARRIER ON ALL FOUR SIDES AIR BARRIER SUCH AS CONTINUATION OF CEILING SHEETROCK OR RIGID MATERIAL INSTALLED OVER CAVITY INTERIOR WALL SECTIONAL VIEW OF SOFFIT OVER CABINET L461I1 1/8• THERMOPLY PER SHOWER INSTALLATION INSTRUCTION SHOWER SECTION VIEW OF BATH SHOWER ON EXTERIOR WALL 250 RW W.3 LLC wic b111A." 3RD PARTY WSPECNON AGENCY CODES: 2014 FBC NTA INC LABELS: FLORIDA 305 NORTH ORT HAPPAHM IN D AVE cre�c uTc Contact Dave Body (574-773-2732) u�� SHEET FMA'M�I.R SEALING DETAILSI 15 ATTIC ACCESS INSULATING BNC-0dEM k PLAN DRUDPENT RUHDWG small DIGHF1810 I? WALL HOUSE WRAP TO DODRIOR — WALL AND CUT OUT THE HOUSE WRAP —1'SHORT -OF WIDOW-OPFNINr FASWWNDGW-PER __ STEP 1 Jh GWADAN TAPE DODWOR MG MATERIAL DaERIOR WALL A.:THG WINDOW 7RY WINDOW SIDE VIEW STEP 6 RUN 318 INCH BEAD OF CHALRN BEHIND WINDOW ALL SDES. ON THE BOTTOM OF WIDOW LEAVE TO SMALL GAPS IN THE CHAUHONG TO ALL ANY MOISTURE AN AREA TO ESCAPE STEP 2 STEP 3 WALL GUARDIAN TAPE ON THE VERRM SECTION OF WINDOW. TAPE TO OVERLAY THE WINDOW FLANGES IYIF'IINC. IT: No 77316 *� IT 01'. STATE OF ; ate- i�tT 4OR IQP.��. i s /IIIIIIIIEI Dec 05, 2018 STEP 4 INSTALL MARTIAN TAPE TO THE TOP OF WINDOW OPENING. TOP LAYER OF STEP 5 Destin y Industries, LLC '50 RW BRYANT ROAD PHONE 1-229-985-6200 IODLTRIE GA 31778 E—MALL• des(imhomehuildem.cc 3R0 PARTY INSPECTION AGENCY CODES: I014 FBC NTA WC LASELS: FLORIDA 305 NORTH ONOAND AVE NAPPAR IN 46550ae srn, c. Mrs co�m.t Hs (574-77a-2732) 7—ME663-662-10 AwI: WATER SEALING 1 1H6 EXTERIOR OPENINGS 16 SHEARWALL PLF I SHEARWALL DESCRIPTION EDGES FIELD 139 7 16" MIN. OSB SHEATHING FASTENED WITH .113" X 2.375' NAILS 6' O.C. 12" O.C. 66 7/16' MIN. OS0 SHEATHING FASTENED WITH .113' X 2.375' NAILS 6" O.C. 12" O.C. 139 1 7 16' MIN. OSB SHEATHING FASTENED WITH .113' X 2.375' NAILS 6' O.C. 12' O.C. - 75— f6'-MIN. OSB SHEATHING-FASTENETVff .M—T-2375'-N 6•-0.. 2'-O:C. 1250 LBS • 1250 LEIS • 1250 LEIS • 1250 LBS • WALL 1 GABLE END PLATE TO TOP PLATE FASTENING OPTIONS 2 131' TOE NAIL PER BAY 2 18 TOE SCREW PER BAY BOTTOM PLATE TO FLOOR (SHEATHING LAP) FASTENING OPTIONS 2 .131" TOE NAIL PER BAY SHEATHING TO TOP PLATE/BAND (STRAP) FASTENING OPTIONS 6' O.C. .131" NAILS SHEATHING TO FLOOR BAND FASTENING OPTIONS 6' O.C. .131" NAILS SHEATHING TO FLOOR BAND POUT STRAPS) FASTENING OPTIONS 6" O.C. .131" NAILS 593 LBS WALL 2 TRUSS TO TOP PLATE FASTENING OPTIONS 3 131" TOE NAIL PER BAY 3 #8 TOE SCREW PER BAY BOTTOM PLATE TO FLOOR (SHEATHING LAP) FA7BING OPTIONS 2 .131 TOE NAIL PER BAY SHEATHING TO TOP PLATE/BAND (NO STRAP) FASTENING OPTIONS 4' O.C. .131" NAILS SHEATHING TO FLOOR BAND (STRAPS)TO FLOOR BAND (STRAPS) FASTENING OPTIONS 6' O.C. .131' NAILS SHEATHING TO FLOOR BAND (WITHOUT STRAPS FASTENING OPTIONS 4' O.C. .131' NAILS WALL 3 GABLE END PLATE TO TOP PLATE FASTENING OPTIONS 2 131' TOE NAIL PER BAY 2 #8 TOE SCREW PER RAY BOTTOM PLATE TO FLOOR SHEATHING LAP) FASTENING OPTIONS 2 .131' TOE NAIL PER BAY SHEATHING TO TOP PLATE/BAND (STRAP) FASTENING OPTIONS 6" O.C. .131' NAILS SHEATHING TO FLOOR BAND FASTENING OPTIONS 6" O.C. .131' NAZIS SHEATHING TO FLOOR BAND (WITHOUT STRAPS) FASTENING OPTIONS 6' O.C. .131' NAILS O = TIE SHEARWALLS STUDS/CHORDS TO FLOOR BAND • = TIE SHEARWALLS CHORDS/COLUMNS TO FOUNDATION FOR UPLIFT SHOWN BLOCrPERIMElER-FRAME-AT-STRAP-LOCATIONS-FOR-ON-FRAMEOPTION — FASTEN MATELINE TO FOUNDATION FOR CONCENTRATED LOADS SHOWN ON EACH HALF MI WALL 4 TRUSS TO TOP PLATE FASTENING OPTIONS 3 131" TOE NNL PER BAY 3 #8 TOE SCREW PER BAY BOTTOM PLATE TO FLOOR (SHEATHING LAP) FASTENING OPTIONS 2 .131 TOE NAIL PER BAY SHEATHING TO TOP PLATE (NO STRAP) FASTENING OPTIONS 4' O.C. .131" NAILS SHEATHING TO FLOOR BANDING TO FLOOR BAND (STRAPS FASTENING OPTIONS 6' O.C. .131' NAILS SHEATHING TO FLOOR BAND (WITHOUT STRAPS) FASTENING OPTIONS 4' O.C. .131" NAILS `IIIUII II/AAT' �.�:.41 c E "sFF'Ps;; * .• No 77316 •. STATE OF �As •'c� OR 10P.� 7j/111111111`A / Dec 05, 2018 AL UP TO 36" OPEN 2X6 SYP12 HEADER 2X6 KING STUD SYP 2X6 JACK STUD SYP BASE STRAP BASE SHEAR SHORT -STUD D CONNECIIO _ (1) BD (0.1311 X 2• NAIL 3' O.C. FROM OSB HEADER HEADER CONNECTION: (6) 8D (0.1311 X 3' TONGS TO HEADER PLYS. BASE SIWP: (1) LSTA12 STRAP FROM KING/JACK COLUMNS TO BAND. EASE SHEAR: (7) BD (0.131-) X 3' NAILS FROM BASE TO ((3)) 2X6 SYP12 HEADER (I 2X6 KING STUD SYP /2 (1 2X6 JACK STUD SYP 2 BASE STRAP BASE SHEAR SHORT STUD CONNECTION: (1) 8D(0.1311 X 2' KAXS 6' O.C. FROM OS8 TO HEADER. HEADER CONNECTION: (8) 8D (0.1311 X 3' NAGS FROM KINGS TO HEADI PLYS. BASE SIIBP: (1) LSTA 12 STRAP FROM KING/JACK COLUMNS TO RAND. BASE SHEAR: (13) 80 (0.1311 X 3' NAILS FROM BASE TO KING/JACK COLUMNS Destin DATE: 11/141201H 3RD PARTY INSPECTION AGENCY CODES: 2017 FBC NTA INC LABELS: FLORIDA 305 NORTH OAKLAND AVE NAPPAN 46550 SCALE-. M5 Contact: IN Brats (574-773-2732) MODEL DRAWN BY: MFT2437—ME663-662-108A jeny Benton DRAWING SHEET SHEARWALLS 17