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HomeMy Public PortalAboutSIXTH AV_1310 2OF5.pdfTHE BLACKSHEAR DRAWING INDEX: 1. COVER SHEET 2. 5 :12 STANDARD ROOF PITCH - FRONT AND REAR Fl .FVATIONS 3. 5:12 STANDARD ROOF PITCH - SIDE ELEVATIONS 4. 7:12 OPTIONAL ROOF PITCH - FRONT AND REAR ELEVATIONS 5. 7:12 OPTIONAL ROOF PITCH - SIDE ELEVATIONS 6. FLOOR PLAN 7. ELECTRICAL PLAN 8. PERIMETER DUCT PLAN 9. OPTIONAL OVERHEAD DUCT PLAN 10. PLUMBING SCHEMATICS 11. SHEAR -WALL AND ROOF DIAPRAGM DETAILS 12. END -WALL AND OUTLOOICER DETAILS 13. TYPICAL OFF FRAME FOUNDATION CROSS SECTION 14. TYPICAL OFF FRAME CRAWL SPACE FOUNDATION ATTENTION LOCAL INSPECTIONS DEPARTMENT SET -(p INSTRUCTIONS FOR THIS MODULAR UNIT ARE INCLUDED BY ATTACHMENT TO THESE PLANS. ANY PLANS SET WHICH DOES NOT INCLUDE AN ATTACHMENT ENTITLED INSTALLATION INSTRUCTIONS' ARE INCOMPLETE THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACTURER, HAVE NOT BEEN MODULAR LABELNSNOTE THAT THIS USTDDOES NOT CERTIFIED BY THE NECESSARILY UNIT THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. Ml SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION . APPROVAL. CODE COMPUANCE MUST BE DETERMINED AT THE SITE INSTALLED ITEMS: NOTE THAT THIS UST DOES NOT NECESSARILY UNIT THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL STRUCTURAL DRAWING REFERENCE: FLOORS FL -1 WALLS AND OPENINGS TO -1 CORNER BRACING AND PARTITIONS CWB -1 BEAMS AND CATHEDRAL BC -1 EXTERIOR SYSTEMS EXS -1 ROOF SYSTEM RF -1 MINIMUM INSULATION VALUES: ROOF: R -30 WALLS: R -15 FLOOR: R -22 EXPOSED AIR DUCT WORK: R -6 WINDOWS SHALL BE DOUBLE PANE OR STORM TYPE. SHEAR WALL LOCATION SHEAR WALL DESIGNATION Chatham County, REVIEW FOR CODE COMPLIANCE ENDLOADED DESIGNJITH 3DR Q to identify 1280 SQUARE FEET (NC , ` '. RtcH� ,�_. )�. versight by the OPTIONAL 7:12 ROOF P ,cJ :H, IQ '(5: i; SIP:; rued as authority STEPS C MPLETIED oNoTATlytoTgEmi, alter or set aside codes • • •' +- c s Flood hazard zone A. BFE •CO any a e applicable The interior finishes, walls designed review and permit s strued to- allow entry and exit of water, no as a warranty or gu mechanical equipment. Only parking limited storage and building access below BFE. gavi_ewed By" CODE SUMMARY: STATE RESIDENTIAL ELECTRICAL MECHANICAL PLUMBING ENERGY GEORGIA 2000 IRC WITH 2002, 2003 GA AMD. 2002 NEC WI 2003 GA AMD. 2000 IMC WITH 2001,02,03 GA AMD. 2000 IPC WITH 01/02,03 AMD. 2000 IECC 1. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM. 2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING. 3. PORTABLE FIRE EXTINGUISHER(S). 4. BUILDING DRAINS. CLEANOUTS, AND HOOK -UP TO PLUMBING ST51GM. S. ELECTRICAL SERVICE HOOK -UP (INCLUDING FEEDERS) TO THE BUILDING. 6. THE MAN ELECTRICAL PANEL AND SUB- FEEDERS (MULTI-UNITS ONLY). T, CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATING UNE(S) - (MULTI -UNITS ONLY). B. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES (MULTI-UNITS ONLY). 9. EXTERIOR WALL FINISH AND SOFT MATERIAL 10. WINDOWS , STORM SHUTTERS. II. BOTTOM OF FLOOR WIND PROTECTION ( IF APPUCABLE ) 12. AT YATEUNES, FlRESTOPPING . FIRE BLOCKING AT MATEUNE AND AIR INFILTRATION STOPPING SHALL BE INSTALLED BETWEEN MODULES IN ACCORDANCE WITH IRO 602.8,FlRE BLOCKING MATERIAL SHALL BE ORE SAVING INSULATION AND / OR U/L USTED FIRE CAULK FOR GAPS OF 1 f2' WIDTH AND LE FOR LARGER GAPS FIRE SAFING INSULATION SHALL BE SUPPORTED ON NON- COMBUSTBLE SUPPORTS, SUCH AS METAL FLASHING, OR MAYBE OF W000 A5 PER SBC 2305.1.5 ^ROSS -OVER DUCT (WPC) TRIMETER DUCT LAYOUT (HVAC) TR HEATER VG GLASSDOORS 'URAL AND AESTHETIC INTERCONNECTIONS BETWEEN 5 (MULTI-UNITS ONLY). 200 AMP PANEL ELECTRICAL SCHEDULE PANEL SIZING BRKR. NO. NOMENCLATURE VOLTS WIRE CU. NM DESCRIPTION KVA 20 5 PORTABLE APPLIANCE 120 12/2 021 FLOOR AREA (1280 SF K 3 VA) / 1000 - 4.6 VIA 3.0 OVA 20 6 PORTABLE APPLIANCE 120 12/2 021 (2) SMALL APPUANCES AT 1500 VA / 1000 ■ 20 RANGE AT 8.0 KW.(NMIEPLATE) - WITEL. KA 5 ...4. KVA _j_±. KVA 1.5 KVA 50 KVA 15 2 GENERAL UGHTNG 170 14/2 AM WATER HEATER AT 5.5 KW. - 15 4 GENERAL UGHTING 120 14/2 AFC1 DISHWASHER AT 1.4 KW. ■ (Opt) 15 13.14 GENERAL IIGHTNG 120 14/2 AFC: WASHER AT 1500 VA / 1000 AT IS TO IN GENERAL UGHDNG 120 14%4 NG DRIER AT 5.0 KW.. GARBAGE DISPOSAL AT 1.9 KW. - 1.9 KVA KVA 20 7 BATHROOM RECEPT'S 120 12/2 GP 20 (2P) 1 WATER HEATER 240 12/3 I KVA I KVA KVA 20 3 WASHER 120 12/2 G21 30 12P) 10 DRYER 240 10/3 15 II DISHWASHER(Opt) 120 14/2 40 (2P) 12 RANGE 240 8/3 20 12 GARBAGE DISPOSAL 120 12/2 IS TN SMOKE DETECTORS 120 14/2 AFCI 19/21 MAC COMPRESSOR 41LGU 'tx MIII. ST-WS. 30.9 KVA p FURNACE 514LO TER MFR. SPL"S. J OTAL LOAD FIRST TO KVA AT 1009 10.0 KVA REMAINDER AT 400 8.4 244 HVAC AT 1009 15.8 KVA i4 TOTAL 34.2 TOTAL 1- 240 1 1000 -1425 INSTALL 200 MIN AMP PANEL 120 /240 V., 1W O ldoR811AQhNRD 'PARTY C 0 r„ ^.WC I0CY• APPROVAL OCCU°ANCY ALLOWABLE F� WABLS N0. OF FLOORS WINO VELOCITY - 130 R -3 FIRE PATING OF EXT. WALLS PLAN N0. OLD AL.# PLAN NJ.NEW G°.0 ALLOW ILODR LOAD APPROVAL DATE MTL IFA_TUREIIR//�1%%)) 0 1111.1765 40 09 -25 -03 HORTON CODES: SEE NOTES L AIRES, GA. THIRD -ARTY. HIL8O1N, WERNER. CARTER A ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER. FL 33756 GENERAL NOTE, 2000 IRC GEORGIA STRUCTURAL LOAD LIMITATIONS: FLOOR LIVE LOAD: 1. 40 PSF ROOF LIVE LOAD. 2. 20 PSF. ROOF SNOW LOAD: A. Pg = 20 PS7 B Pf = 16.8 P7F C. Ce = 1.2 D. Is = 1.0 E. Ct = 1.0 GROUND SNOW LOAD. FLAT -ROOF SNOW LOAD. SNOW EXPOSURE FACTOR. SNOW IMPORTANCE FACTOR. SNOW THERMAL FACTOR. WIND LOAD: A. 130 MPH WIND SPEED. B. Iw = 1.0 WIND IMPORTANCE FACTOR. C. C WIND EXPOSURE CATEGORY. D. GCpi = 0.18 INTERNAL PRESSURE COEFFICIENT. E. Pw = 49.3 PSF WALL COMPONENT & CLADDING LOAD. F. Pr = 93.0 PSF ROOF COMPONENT & CLADDING LOAD. G. THIS BUILDIN„ IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALT 7. HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. SEISMIC LOAD: A. I SEISMIC USE GROUP. B. D SITE CLASS. C. 1K SEISMIC FORCE RESISTING SYSTEM. D. C SEISMIC DESIGN CATEGORY. E. SIMPUFIED ANALYSIS PROCEDURE. F. Sds = 0.49 SPECTRAL RESPONSE COEFFICIENT. G. Sd1 = 0.19 SPECTRAL RESPONSE COEFFICIENT. H. V - 4442.6.E DESIGN BASE SHEAR. FLOOD LOAD: THIS BUILDING IS NOT DESIGNED TO BE LOCATED IN A FLOOD HAZARD AREA. 1. ALL GLAZING WITHIN 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY, TEMPERED OR ACRYLIC PLASTIC SHEET. 2. FLOOR DESIGN LIVE LOAD - 40 PSF, 3. MAXIMUM WIND SPEED - 130 MPH. • 4. SEISMIC PERFORMANCE CATEGORY C 5. OCCUPANCY IS RESIDENTIAL. (R -3) 6. OCCUPANT LOAD IS BASED ON 1 PERSON PER 200 SQUARE FEET OF FLOOR AREA. 7. ALL STEEL STRAPS REFERENCED ON FLOOR PLAN SHALL BE 1.5 INCH x 30 GA. MTh 7 - 16 GA. x 7/16 INCH CROWN x 1 INCH STAPLES EACH END OF STRAP OR EQUIVALENT FROM RIDGE BEAM TO COLUMN, AND COLUMN TO FLOOR. 8. CONSTRUCTION IS TYPE VB, UNPROTECTED. 9. CEILING FANS SHALL BE 80 INCHES MINIMUM FROM BOTTOM OF BLADES TO FINISH FLOOR. / 10. MINIMUM CORRIDOR WIDTH IS 36 INCHES. 11. WINDOWS , GLASS, DOORS, SHALL COMPLY WITH CPSC 16CFR1201. 12. THIS BUILDING IS NOT DESIGNED TO BE LOCATED IN A COASTAL HIGH HAZARD AREAS, AND REGULATORY FLOOD PLAN AREAS. ELECTRICAL NOTES: 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NEC). 2. WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS THEY SHALL BE SURFACE MOUNTED OR RECESSED INCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE A 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 CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. 4. HVAC EQUIPMENT SHALL BE 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 UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BONG IN COMPU- ANCE WITH SECTION 110 -9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT. 6. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL. 7, ALL CIRCUITS CROSSING OVER MODULE MATING UNE(S) SHALL BE SITE CONNECTED WITH APPROVED ACCESSIBLE JUNCTION BOXES, OR CABLE CONNECTORS. 8. ALL OUTLETS LOCATED WITHIN 6 FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH GFCI PROTECTION. 9. SMOKE DETECTORS SHALL BE VARED SO THAT THE OPERATION OF ANY ONE SMOKE DETECTOR WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHERS. 10. ALL 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. 11. ALL BRANCH CIRCUITS SUPPLYING 15 AND 20 AMPERE OUTLETS IN BEDROOM ARE PROTECTED BY AN ARC- FAULT CIRCUIT INTERRUPTER IN ACCORDANCE WITH SECTION 210.12,1999 NEC. PLUMBING NOTES: 1. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT -OFF VALVES. 2. WATER HEATER SHALL HAVE SAFETY PAN WITH 1 INCH DRAIN TO EXTERIOR, T & P RELIEF VALVE WITH DRAIN TO EXTERIOR, AND A SHUT OFF VALVE WITHIN 3 FEET ON A COLD WATER SUPPLY LINE. 3. 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 SHALL BE INSULATED WITH AN INSULATION OF R -6.5 MINIMUM. 4. DWV SYSTEM SHALL BE EITHER ABS OR PVC - DWV. 5. WATER SUPPLY LINES SHALL BE POLYBUTYLENE, CPVC, OR COPPER; WHEN POLY - BUTYLENE SUPPLY LINES ARE INSTALLED THE MAXIMUM WATER HEATER TEMPER- ATURE SETTING IS 180' F. THE POLYBUTYLENE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS LIMITATIONS AND INSTRUCTIONS. 6. BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE INSTALLED BY OTHER SUBJECT TO LOCAL JURISDICTION APPROVAL 7. TUB ACCESS PROVIDED UNDER HOME, UNLESS OTHERWISE NOTED. 8. SHOWER STALLS SHALL BE COVERED WITH NON - ABSORBENT MATERIAL TO A HEIGHT OF 70 INCES ABOVE FINISH FLOOR. 9. THERMAL EXPANSON DIVICE IF REQUIRD BY THE WATER HEATER MANUFACTURER IS DEIGNED & SITE INSTALLED BY OTHERS. MECHANICAL NOTES: 1, ALL SUPPLY AIR REGISTERS ARE ADJUSTABLE, EXCEPT WHERE OTHERWISE SPECIFIED. 2. INTERIOR DOORS SHALL BE UNDERCUT 1.5 INCHES ABOVE FINISHED FLOOR FOR AIR RETURN AND /OR AS NOTED ON FLOOR PLAN. 3. RESTROOM VENT FANS SHALL PROVIDE 50 CFM MINIMUM OF VENTILATION. 4. VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN APPROVED VENT CAP. 5. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKES TO PROVIDE 20 CFM PER PERSON, hor ton5 /6 /2003 I- z LLJ <0 CC Lil cD < m 0 O LL- oa CD z O Z (I) a Z Z 0 I- a 0 F=- O CD zCD ZD J GEORGIA THIRD PARTY AGENCY APPROVAL CON ST. TYPE VB OCCUPANCY ALLOWABLE N0. OF FLOORS WINO VELOCITY R- 3 130 FIRE RATING OF 0 EAT. WALLS PLAN N0. OLD All PLAN NO.NEW G°.; 111+ -9788 ALLOW. FLOOR LOAD 40 APPROVAL DATE 09 -25 -03 MANUFACTURER HORTON CODES: SEE NOTES LABELS: GA. THIRD PART, HILBORN. WERNER. CARTER A ASSOCIATES ■627 5001H MYRTLE AVE. CLEARWATER, FL 33756 z H DWG. #:1447 -4288 DATE 09 -23 -03 w lY COVER SHEET 5:12 35 F1. H� I FRONT ELEVATION 1211 MAX N`{ 97AT�G VE44"rj " sc, n AVERAGE ELEVATION ALLOWED SET BACKS PE:OUIRED FRONT? ✓..� -� REAR SIDES v ROOF NOT TO EXCEED �- � 35 FT. HEIGHT LIM IT E ISLAND CODE s�• 6X60 3,6X 0 14�111� IrI REAR ELEVATION • Sect. R -315.1 HANDRAILS & GUARDRAILS Stairs 30" or more In height require 301/381 handrail Decks 301 above grade require 36" guardrails Largest opening permitted Is 4' All Insulations must comply with The Georgia State Energy Code zc Edition and State of Georgia Amendments TYBEE ISLAND $UILDING & ZONING DEPARTMENT' ELEVATION NOTES: SEE CROSS SECTION FOR METHOD OF ROOF VENTILATION. UNDERPINNING AND STOOPS ON SITE BY OTHERS (TYPICAL ONLY) FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQUARE FOOT NET VENT AREA PER 1 /150th OF THE FLOOR AREA, AND A 18 "x24" MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. NET VENT AREA MAY BE REDUCED IF VAPOR BARRIER IS INSTALLED IN THE CRAWL SPACE AREA. REFER TO CODES. STAIR(S) AND HANDRAILS ARE SITE INSTALLED, DESIGNATED BY ITHERS AND SUBJECT TO LOCAL JUSRISDICTION. ROOFING, SIDING, WINDOW, DOOR & UNDERPINNING STYLES SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL STYLES Tybee and Deveiopme tteeti 3- 080-8-1 which A driveway opening connects a residential lot with a public street shall not be greater than twenty-five (25) feet in width. Ty bee Land Oeve1C mant Code 3.080 Ail driveway s musk be constructed of permeable material. Sr IFI /CODE /SEWER DRAINAGE MANAGER SPAC - BELOV'. FLOOD ELEVATION IAE - Lone) Hydrostatil vent- required to relieve water pressure in enclosed space below flood elevation. 1 square inch of vent required for each 1 square foot of floor area. Bottom of vent must be within 1 foot of the grade elevation. Vents must be placed in opposite walls to permit water to flow. WINDOWS, DOORS AND SKYLIGHTS SSTD 10-99 TABLES 602A1, 602A2, 602A3, SECT. 604 AND IRC 301.2.1.2 WINDOWS GLASS DOORS AND SKYLIGHTS SHALL BE APPROVED AND INSTALLED TO COMPLY WITH BOTH POSITIVE AND NEGATIVE PRESSURES. ALL CON'S F UiL:TlON MUST COMPLY WITH THE S3TD (0 •"et ANDTHEIRCONEANDTWO FAMILY DWELLING CODE 2,2% _EDITION AND STATE OF GEORGIA AMENDMENTS scott reoves, horton5 /6/2003 DAM. wen 0 _ U U in - W Sw 5 N 66 4 N ZO O - --"team GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE OCCUPANCY ALLOWABLE NO. OF FLOORS WIND VELOCITY FIRE RATING OF EXT. WALLS PLAN NO OLD All PLAN NO NEW Go.# ALLOW. FLOOR LOAD APPROVAL DATE MANUFACTURER VP R -3 130 V..1266 40 09 -25 -03 BZINR HORTON CODES: SEE NOTES LABELS: GA. THIRD FART?: HILBORN. WERNER. CARTER A ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER, FL 33756 DWG. #:1447 -4288 O a O w N Q 5:12 Sect. R -315.1 HANDRAILS & GUARDRAILS Stairs 34' or more In height require 30'!38' handrail Duke 30' above grade require 36' guardraKe Laval opening permitted le 4' SPACE BELOW FLOOD ELEVATION (AE -Zone) Hydrostatic vents required to relieve water pressure in enclosed space below tlood elevation. 1 square inch of vent required for each 1 square loot of floor area. Bottom of vent must be within 1 foot of the grade elevation. 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Be t CJ WZ 0 a WQ ZDn OIY �L J Ingo cE�a 0 Xnn O ELEVATION NOTES: SEE CROSS SECTION FOR METHOD OF ROOF VENTILATION. UNDERPINNING AND STOOPS ON SITE BY OTHERS (TYPICAL ONLY) FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQUARE FOOT NET VENT AREA PER 1 /150th OF THE FLOOR AREA, AND A 18 "x24' MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. NET VENT AREA MAY BE REDUCED IF VAPOR BARRIER IS INSTALLED IN THE CRAWL SPACE AREA. REFER TO CODES. STAIR(S) AND HANDRAILS ARE SITE INSTALLED, DESIGNATED BY ITHERS AND SUBJECT TO LOCAL JUSRISDICTION. ROOFING, SIDING, WINDOW, DOOR & UNDERPINNING STYLES SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL STYLES MAY VARY. ALL CONSTRUCTION MUST COMPLY WITH THE SSTD tb •44 AND THE IRC ONE AND TWO FAMILY DWELLING CODE axr EDITION AND STATE OF GEORGIA AMENDMEN All Insulations must comply with The Georgia State Energy Code 20Yan Edition and State of Georgia Amendments TS GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE VB OCCUPANCY R -3 ALLOWABLE NO. OF FLOORS WAD VELOCITY 130 FIRE RATING OF 0 EXT. WALLS PLAN NO OLD AL.* PLAN NO.NEW Go.@ IM7 -1760 ALLOW. FLOOR LOAD 40 APPROVAL DATE M- 225 -03 MANUFACTURER HORTON CODES: SEE NOTES LABELS: GA. THIRD PARTY: FELRORN. WERNER. CARTER & ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER. FL 33756 03 N d PT O I M N w s a 8 FRONT ELEVATION X60 36X60 REAR ELEVATION 2 ELEVATION NOTES: SEE CROSS SECT1CN FOR METHOD OF ROOF VENTILATION. UNDERPINNING AND STOOPS ON SITE BY OTHERS (TYPICAL. ONLY) FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQUARE FOOT NET VENT AREA PER 1 /150th OF THE FLOOR AREA, AND A 18"x24" MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. NET VENT AREA MAY BE REDUCED IF VAPOR BARRIER IS INSTALLED IN THE CRAWL SPACE AREA. REFER TO CODES. STAIR(S) AND HANDRAILS BY ITERS AND SUBJECT ROOFING, SIDING, WINDOW, ARE FOR INFORMATIONAL MAY VARY. ARE SITE INSTALLED, DESIGNATED TO LOCAL JUSRISDICTION. DOOR & UNDERPINNING STYLES SHOWN PURPOSES ONLY. ACTUAL STYLES All Insulations must comply with The Georgia State Energy Code Edition and State of Georgia Amendments WINDOWS, DOORS AND SKYLIGHTS SSTD 10-99 TABLES 602A1, 602A2, 602A3, SECT 604 AND IRC 301.2.1.2 WINDOWS GLASS DOORS AND SKYLIGHTS SHALL BE APPROVED AND INSTALLED TO COMPLY WITH BOTH POSITIVE AND NEGATIVE PRESSURES. ALL CONSTRUCTION MUST COMPLY WITH THE SSTD AND THE JRC ONE AND TWO FAMILY DWELLING CODE EDITION AND STATE OF GEORGIA AMENDMENTS GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE VB OCCUPANCY ALLOWABLE NO OF FLOORS WIND VELOCITY R -3 130 FIRE RATING OF EX T. WALLS PLAN NO OLD AO PLAN NO NEW Co.# H47- 4:556 ALLOW. FLOOR LOAD 40 DB -25 -03 APPROVAL DATE MANUFACTURER HORTON CODES: SEE NOTES LABELS: GA. THIRD PARTY: HII BORN, WERNER. CARTER & ASSOCIATES 1527 SOUTH MYRTLE AVE. CLEARWATER. 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UNDERPINNING AND STOOPS ON SITE BY OTHERS (TYPICAL ONLY) FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQUARE FOOT NET VENT AREA PER 1 /150th OF THE FLOOR AREA, AND A 18 "x24" MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. NET VENT AREA MAY BE REDUCED IF VAPOR BARRIER IS INSTALLED IN THE CRAWL SPACE AREA. REFER TO CODES. STAIR(S) AND HANDRAILS ARE SITE INSTALLED, DESIGNATED BY ITHERS AND SUBJECT TO LOCAL JUSRISDICTION. ROOFING, SIDING, WINDOW, DOOR & UNDERPINNING STYLES SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL STYLES MAY VARY. GEORGIA THIRD PARTY AGENCY APPROVAL CONST, TYPE VB OCCUPANCY ALLOWABLE NO. OF FLOORS WIND VELOCITY R -3 130 FIRE RATING OF EXT. WALLS 0 PLAN NO. OLD AL./ PLAN NO.NEW Co. g 1-117-1209 ALLOW FLOOR LOAD 40 APPROVAL DATE 09 -25 -03 MANUFACTURER HORTON E ®R CODES: SEE NOTES LABELS: GA. THIRD PARTY: HILBORN. WERNER. CARTER A ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER. FL 33756 DWG. #:1447 -4288 DRAWN BY:S.R. 7:12 STD ROOF SIDE ELEVATIONS N') 11' START I I 'O 71' N I I j x 5' -6" 48' -0" 9' -8" 6' -2, CV N "1 x 36X60E 21 -4" D 30 -8" 0 W FLP.N. J Z' 2 "VTR BEDROOM #2 ° 2' -2 N 1_ A60" BIFOL BEDROOM #3 6 -8 I 2 -8 x 2 -8 6 -8 x 6 -8 13'— 2 -8 4' -0" BEDROOM #1 U 6 -8 9' -0" — 1 1 /2'- 1 1 / tI 2 -4 36X6CE x 6 -8 2 -4 X 6 - \4VTR 2 X 6 -8 I I I T I S it)I v • l0 I bT CS 12' -0" 19'— 4" FLOOR PLAN 5 —0 N co 2VTR 1 1 /2 "AV x 1 1 f lV 03 1 N I N N N 9' -10" LZ /IZ / / / / //1 INDICATES 2X6 PLUMBING WALL COLUMN STRAPPING SCHEDULE: Q (2) 2X4 SPF #2 THIS HALF Q(3) 2X4 SPF #2 THIS HALF 0(4) 2X4 SPF #2 THIS HALF 0(5) 2X4 SPF #2 THIS HALF 0 (2) 2X4 SPF #2 EACH HALF W/ RIDGE BEAM BEARING STIFFENER ® (3) 2X4 SPF #2 EACH HALF ,c().(4) 2X4 SPF #2 EACH HALF (5) 2X4 SPF #2 EACH HALF NOTES: 1. ALL COLUMN STUDS SHALL GLUE /NAILED TOGETHER. PVA GLUE WITH 100% COVERAGE SHALL BE USED. 2. INSTALL TWO STEEL STRAPS AT EACH STUD OF EACH COLUMN. 3. COLUMN STUDS SHALL NOT BE NOTCHED OR BORED. co 1620 RAG IN FLOOR „ 30X53 6'— 0" UVING ROOM 2b L_ L 1 1/2"Av DINING AREA I I I T I I I SrrEg Nt5TAL -4D P4ALX UN- 20TON ZHEA nPUI D SSIGt D B4' OTITERS, SUB8ECT 1'PO LOCAL JURISDICTION. I t I M 01 M 19' -6" 0 PAN X 0 D 6' -0" X 6 MIN. NOTE: THE PT DECK WILL BE SECURED TO THE MAIN FLOOR W/ lx BLOCKS FOR SHIPPING PURPOSES ONLY. REFER TO FOUNDATION PLAN FOR ADDITIONAL PIERS REQUIRED. HITCH END 2X8 PT SYP #2 BLOCKING AT MIDSPAN C) ..w W Z O U� CS J • W Q ?=n y <n oa ° ho Q PT 2X8 SYP #2 FJ © 16" o.cEMERGENCY ESCAPE AND RESCUE OPENlf <�3 (TYP.) IRO SECT. 310 - ° ° ^` ALL EMERGENCY ESCAPE AND RESCUE OPENING SHALL HAVE A MINIMUM NET CLEAR OPENING 0 PRESSURE ta>SQpREIOXICEPT'LORADE FLOOR OPENING SHAL RESWITH STANT I E GALVA Fo S NET CLEAR OPENING OF 5 SQ, F I RIDGE BEAM C❑NSTRUCTI ❑N 0 1 LAYER OF 1.5'x16' LVL, EACH MODULE NOTES, 1. LVL Fb =2500 PSI 2. LVL MUST BE CONTINUOUS OVER CLEARSPANCS). 3. BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER COLUMNS TO EXTERIOR FACE OF ENDWALL. 4. FASTEN ROOF SHEATHING INTO TOP EDGE OF LVL TO PROVIDE CONTINUOUS LATERAL SUPPORT OF BEAN.(WHERE APPLICABLE) 5. INSTALL C2x4) x20' SPF #3 RIDGE BEAM BEARING STIFFENER OVER SUPPORT COLUMNS WHEN SPECIFIED ON FLOOR PLANT FASTEN THE FACE OF THE STIFFENER TO THE RIDGE BEAM WITH IOOX GLUE COVERAGE AND 5- 16GA. STAPLES WITH 3/4' MINIMUM PENETRATION INTO MICROLAM BEAM. 6. WHEN MORE THAN ONE LAYER OF MICROLAM IS INSTALLED ON EITHER SIDE OF THE MATING LINE, LAYERS ON THAT SIDE OF THE MATING LINE MUST BE FASTENED TOGETHER WITH 16 GA. STAPLES x 7/16' MINIMUM CROWN (INSTALLED PARALLEL TO BEAM SPAN) x3/4' MINIMUM PENETRATION INTO CONNECTING LAYER. STAPLES SHALL BE PLACED AT 6' al.. MAXIMUM VERTICALLY AND HORIZONTALLY WITH FIRST AND LAST ROV OF STAPLES LOCATED I' FROM TOP AND BOTTOM EDGE OF BEAM RESPECTIVELY. All Insulations must comply with The Georgia State Energy Code 2tct) Edition and State of Georgia Amendments All Plumbing Installations must comply with The international Plumbing Code 2xir) Edition and State of Georgia Amendments ALL CONSTRUCTION MUST COMPLY WITH THE SSTD_ h.' , AND THE IRC ONE AND TWO FAMILY DWELLING CODE x7 EDITION AND STATE OF GEORGIA AMENDMENTS SIMPSON THA -29 JOIST HANGER AT EACH END OF JOIST DBL. SPF #2 FLOOR JOISTS MINI. DBL. P.T. SW #2 2X8 MINI. PERIMETER RAIL AT PORCH 2X8 SYP #2 MINI. PERIMETER JOIST 1" GAP FOR SHEATHING AND EXTERIOR SIDING GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE VS OCCUPANCY ALLOWABLE NO. OF FLOORS WIND VELOCITY R -3 130 FIRE RATING OF EAT WALLS 0 PLAN NO. OLD AL./ PLAN NO.NEW Ga,B 1447.1789 ALLOW FLOOR LOAD 'CO APPROVAL DATE 09 -25 -03 MANUFACTURER E® HORTON CODES: SEE NOTES LABELS: GA. THIRD PARTY. HILBORN. WERNER. CARTER d: ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER. FL 33756 CO DWG. #:1447 -4 W F cc a 0 N 0 w Ir 0 START 11' - ?" N I N I I N I � I lo } 5' -6' 48' -0" 9'- 8" ro oN I N I N N 1 I I C -18 1' RAO JB I I I 56'- 0" -?, C -2 I 1 1 A 0 Acv CI O) n 0 r'7 N) 1 f. II \ 1 Ix 13' -6 iso 8'- 0" N N C -110 30AN r E'— 0 22'— C -3 �20A d HiO C -12 40A •0 C -4 15A AFC! *1 NOTE: THE PT DECK WILL BE SECURED TO THE MAIN FLOOR WI lx BLOCKS FOR SHIPPING PURPOSES ONLY. REFER TO FOUNDATION PLAN FOR ADDITIONAL PIERS REQUIRED. HITCH END 2X8 PT SYP #2 BLOCKING AT MIDSPAN PT 2X8 SYP #2 FJ ® 16" 0.C. (TYP.) 4 C -7 20A C-6 20A J 7/ PRESSURE TREATED DECKING INSTALLED WITH GALVANIZED OR CORROSION RESISTANT FASTENERS c -i ACCESS C -5 2OA C -13 15A C -14 --- AFCI� 15A-N IN ALL 14_2 TRAVELER N All Electrical Installations must comply with The National Electric COtle2t2- Edition and State Of Georgia Amendments CFI 7 / OPT FAN OPT i FAN' I I I T 4 co I r -I - N START 1 I I I o I U7 (p 12'- 0" ELECTRICAL PLAN x I t 0 c' 9, -10" SYMBOL LEGEND PANEL BOX SWITCH DUPLEX OUTLETS ON 15 OR 20 AMP CIRCUITS GROUND FAULT CIRCUIT INTERRUPTOR RECEPT JUNCTION BOX CEIUNG MID. LIGHT FIXTURE EXTERIOR APPROVED WALL MTD. UGHT FIXTURE EXHAUST, VENT FAN SMOKE DETECTOR THERMOSTAT FLUORESCENT UGHT FIXTURE I� I I S 1Eg TAL D 20TON ZIEATT PU BW OTIERS, SUBtlEC LOCAL JURISDICTION OPT. AS ROD. LOCATION MA UNiL IG D pO 19' -6" EQUIPMENT Setk,p.3111 aScM h o � � O ECI OQS 1nierco nnecked 1battera ea I 1 "I =" 00 03 I I a 0 ist I I a O I n I M U7 N ONE EXTERIOR RECEPT MUST BE WITHIN 25' -0" OF HVAC NOTE: ALL BATH RECEPTS ARE GFCI PROTECTED AND ON 20A CIRCUIT *fib =GFCI PROTECTED RECEPT EXAMPLE -BATH, OUTSIDE RECEP KITCHEN COUNTER. up �pCated a< es 1geP`na ate hp0t HITCH END SIMPSON THA -29 JOIST HANGER AT EACH END OF JOIST DBL. SPF #2 FLOOR JOISTS MIN. DBL P.T. SYP #2 2X8 MIN. PERIMETER RAIL AT PORCH 2X8 SYP #2 MIN. PERIMETER JOIST 1" GAP FOR SHEATHING AND EXTERIOR SIDING Protection required togaraBeS I. 1 a in bathrooms, G� receptacles and along Kitchen outdoors, counter -tops. ARC -FAULT CIRCUIT INTERRUPTER PROTECTION ZrIoZ NEC 210-12 DWELLING UNIT BEDROOMS, ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLTS, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERUPTER(S) LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE _VB OCCUPANCY R ALLOWABLE NO OF FLOORS WIND VELOCITY 1 130 FIRE RATING OF EXT. WALLS 0 PLAN NO. OLD AL.;p PLAN NO.NEW Ga,1 Ni?'IWO ALLOW. FLOOR LOAD 40 APPROVAL DATE 09 -25 -03 MANUFACTURER HORTON CODES: SEE NOTES LABELS: GA. THIRD PARTY: HILBORN, WERNER. CARTER P ASSOCIATES 627 SOUTH MYRTLE AVE. CLEARWAIER. FL 33756 WG. #:1447 -4288 i/i w 0 - 00 3 w< N m N 0 V) co co C3 O 0 Z SCALE: AS ro O I M N I 0 O LJ g 3 ELECTRICAL PLAN 2" TART 5 X 10 X 10' H.D. iA x 11111111 L L 1 I co I N START I t bo I in 12' -0" 48' -0" 9'— 8" 5X14X22'H.D. io N 1 In N 56' -0 6'— 2 N N M x 13' — 6 5 X 10 X 10' H.D. N, O 1620 RAG IN WALL '2 VTR 5 X 10 X 12' H.D. t I 1 CO -- 5' -0" — I :co 'co x b N x N 9' -10" T aD N J X2� I 6 rnCI ACCESS, 33 0 •� w N 1[7 t0 .} d 'd' d I I I 1 I I 1 o ° o d 1!) I I I 8' -0" N U, 1 � N f®I I I I I I S2.411. C I TA _,�D P� UN ON �IEA �3PU D IG D Br OTITERS, SUBIJECT "PO LOCAL JURISDICTION. 5 X 14 X 24' H.D. PERIMETER DUCT PLAN MECHANICAL NOTES: 1. INTERIOR DOOR SHALL BE UNDERCUT 1.5 INCHES ABOVE THE FINISHED FLOOR FOR AIR RETURN. 2. RESTROOM VENT FANS SHALL PROVIDE 1 CFM MIN. PER SQUARE FOOT OF RESTROOM FLOOR AREA. 3. FLOOR DUCT SHALL BE INSULATED ALUMINUM. 4. CDLEMAN /EVCDN ED -17B ELECTRIC FURNACE. 1309 CFM STD. AIR @ .5 IWC ESP. COR GAS EQUIVALENT) 5. 16'x20' RETURN AIR GRILLE <MIN). 5 X 10 X 10' H.D. I 1 d u I v if3 NOTE: THE PT DECK WILL BE SECURED TO THE MAIN FLOOR W/ 1x BLOCKS FOR SHIPPING PURPOSES ONLY. REFER TO FOUNDATION PLAN FOR ADDITIONAL PIERS REQUIRED. HITCH END 2X8 PT SYP #2 BLOCKING AT MIDSPAN PT 2X8 SYP #2 F�J-T�(0 16" O.C. (TYP.) PRESSURE TREATED DECKING INSTALLED WITH GALVANIZED OR CORROSION RESISTANT FASTENERS N U, T aD HITCH END SIMPSON THA -29 JOIST HANGER AT EACH END OF JOIST DBL. SPF #2 FLOOR JOISTS MIN. DBL. P.T. SYP #2 2X8 MIN. PERIMETER RAIL AT PORCH 2X8 SYP #2 MIN. PERIMETER JOIST 1" GAP FOR SHEATHING AND EXTERIOR SIDING AL CONS TRUCTIO AN N N ►U S T COMPLY Y A SST- THE IRC ONE R I C WO FAMILY DWE.4t G2txN x� ON AND STA OF EORG A A NTS GEORGIA THIRD PARTY AGENCY APPROVAL CONS T. TYPE VT OCCUPANCY ALLOWABLE NO. OF FL OOPS WIND VELOCITY 130 R -3 FIRE RATING OF 0 EXT. WALLS PLAN NO. OLD AL.-,'.' PLAN NO.NEW Ca ,j( Nil -.17.!Z ALLOW. FLOOR LOAD AD APPROVAL DATE 09 -25 -03 MANUFACTURER HORTON ItUcRi CODES: SEE NOTES LABELS: GA. THIRD PARTY. HILBORN, WERNER. CARTER k ASSOCIATES 1627 SOUTH MYRTLE AVE CLEARWATER. FL 33756 cc aD cc 1 3 C J N 0 C/) 03 z 0 0 Z N J 'C U 09 -23 -03 a 0 w 0 ce 0 DUCT PLAN w W a 56'— 5' 48' -0" 9' -8' 8'— 0" 6'— 2' 13'— 6' I PD Co CO I0 g1 N N N N EN N l I I I x M M o3 M Co I I b N m "co I I 1 NOTE: THE PT DECK WILL BE SECURED TO THE MAIN FLOOR W/ 1x BLOCKS FOR SHIPPING PURPOSES ONLY. REFER TO FOUNDATION PLAN FOR ADDITIONAL PIERS REQUIRED. I i N OT 2 O Lo U7 r L __ HITCH END 2X8 PT SYP #2 BLOCKING AT MIDSPAN 10X6 10X6 PT 2X8 SYP #2 FJ ® 16" O.C. (TYP.) O J N N 0 14' 14' rr� I 22 I x 6 rncl ACCESS, PRESSURE TREATED DECKING INSTALLED WITH GALVANIZED OR CORROSION RESISTANT FASTENERS 7' -102U KAL, N WALL SIMPSON THA -29 JOIST HANGER AT EACH END OF JOIST • 19' 10X6 10116 DBL. SPF #2 FLOOR JOISTS MIN. DBL. P.T. SW #2 2X8 MIN. PERIMETER RAIL AT PORCH To 1--- 5' -0 "-- OPTIONAL OVER —HEAD DUCT PLAN EN N 9' -10" MECHANICAL NOTES: 1. INTERIOR DOOR SHALL BE UNDERCUT 1.5 INCHES ABOVE THE FINISHED FLOOR FOR AIR RETURN. 2. RESTROOM VENT FANS SHALL PROVIDE 1 CFM MIN. PER SQUARE FOOT OF RESTROOM FLOOR AREA. 3. FLOOR DUCT SHALL BE INSULATED ALUMINUM. 4. COLEMAN /EVCON EB -17B ELECTRIC FURNACE. 1309 CFM STD. AIR @ .5 IWC ESP. (OR GAS EQUIVALENT) 5. 16'x20' RETURN AIR GRILLE (MIN). t I O I N In TO N N I I I T I I I t SftEgNi TA • D AAppp�, 2-o,TON i�IEA -_,ED , D rS UN IGNID B44 OTIRS, SUBJECT "PO LOCAL JURISDICTION. [} 10 to I I co 9' -6" 4 iV TA o I " I 4 N d- a- O d * O Co N Co HITCH END 2X8 SW #2 MIN. PERIMETER JOIST 1" GAP FOR SHEATHING AND EXTERIOR SIDING ALL CONSTRUCTION MUST COMPLY WITH THE THE IRC ONE AND TWO SSTD �� 9� AND FAMILY DWELLING CODE_2_- EDITION AND STATE OF GEORGIA AMENDMENTS GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE VB OCCUPANCY ALLOWABLE NO. OF FLOORS WIND VELOCITY FIRE RATING OF EXT. WALLS PLAN NO. OLD AL.# PLAN NO.NEW Oo.y' WIT -LIAR R -3 130 ALLOW. FLOOR LOAD 40 APPROVAL DATE MANUFACTURER a®a 09 -25 -03 HORTON CODES: SEE NOTES LABELS: GA. THIRD PARTY: HILUORN. Y.CRNER. CARTER B ASSOCIATES ■627 SOUTH MYRTLE AVE. CLEARWATER, FL 33756 Co CO N C, 0 U, } To D 0 Z Tn U V1 M O M I N 0 D w 01 Z J a O Q 0 0 O TUB 1/2 WIC HOSE BIBB 1/2 3/4 KITCHEN D.W. CPT. -5, WASHER +-- nP, 3/4 1/2 \ 3/4 1/2 1/2 i 3/4 / '. 3/4 3/4 LAVY J TUB I l \ \ CROSSOVER 3/4 \ 3/4 \ J 3/4 3/4" THRU FLOOR HOT SUPPLY COLD WATER SUPPLY LINES HOSE BIBB SUPPLY NOTES: SUPPLY LINE SIZING IS BASED ON AN ASSUMED AVAILABLE PRESSURE OF 46 TO 60 PSI AT MAIN INLET AND SHOULD BE VERIFIED PRIOR TO CONSTRUCTION. ALL SUPPLY LINES SHALL BE 3/4" ALL STUB -UPS SHALL BE 1/2" UNLESS OTHERWISE NOTED. ALL SUPPLY RISERS INSTALLED WITH CUT -OFFS UNLESS OTHERWISE NOTED. 1 1/2" AV 2" OTYPICAL TUB (DWV) VTR J STTY L W/C n 3" I K3" OWATER CLOSET (DWV) REF. MASTER BATH J STTY VTR L 3 "— ti TUB /SHOWER PT 3" —� -- LT 3" LT VTR J 1 1/2" STTY 2 "— 2 "—i L WASHER 18 TO 30" 2" / PT OTYP. WASHER (DWV) 1 1/2" - (2" IF SHOWER ONLY) W C n 3" � - STTY 3 "_� AV OTYP. W/C & TUB /SHOWER (DWV) TYP. LAVY (DWV) REF. SECOND BATH O AV OW. OPT. NOTE: PIPING BELOW TO BE SITE INSTALLED BY OTHERS. 0 KITCHEN SINK (DWV) J VTR L 2" STTY 2 "— I 2 "- SHOWER 2" PT Ail Plumbing Installations must comply with The International Plumbiny Cods l .Edition and State of Georgia Amendments OTYP. SHOWER (DWV) GEORGIA THIRD PARTY AGENCY APPROVAL CONS]. TYPE V8 OCCUPANCY ALLOWABLE NO. OF FLOORS WIND VELOCITY FIRE RATING OF EXT. WALLS PLAN NO OLD AL.p PLAN NO.NEW Ga,y 4H? -ITW P -3 130 ALLOW. FLOOR LOAD 40 APPROVAL DATE 09 -25 -03 MANUFACTURER HORTON CODES: SEE NOTES LABELS: GA. THIRD PARTY. HILBORN. WERNER. CARTER & ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER. FL 33756 G. #:1447 -428 0 GLi S0 C1 WQ 5 " W C, cc � t C, 2 01 SCHEMATICS a. 2x4 SPF #3 BLOCK FASTENED TO BRACE W/ (4) 0.131" 0 X 3" NAIL 2x4x8' SPF #3 LATERAL WIND BRACE LOCATED WITHIN 1' OF MODULE CENTERLINE (TYP. AT EACH ENDWALL). FASTEN TO EACH TRUSS BOTTOM CHORD WITH (2) 0.131"0 X 3" NAILS ALSO INSTALL 20 GA X 1 -1/2" STEEL STRAP FROM BRACE TO ENDWALL STUD WITH 7 — 7/16" X 3/4" 16 GA STAPLES PER STRAP END. END WALL LATERAL BRACE N.T.S. WALL SHEATHING EDGE FASTENING CHART WALL DESIGNATION: FASTENER EDGE SPACING : 6" 4" 3" 2" 4" 3" PLF CAPACITY: 230 352 451 599 704 902 * EDGE SUPPORTS SHALL BE DOUBLE 2— BY MEMBER GLUE / NAILED TOGETHER TO ALLOW STAGGERING OF FASTENERS ** © + ❑F ASSEMBLIES REQUIRE SHEATHING ON BOTH SIDES OF THE WALL. SHEARWALL FASTENING CHART N.T.S. 5/16" OR 3/8" X 7" LAG SCREWS AT EACH END OF SHEARWALL (5 PER BAY MAX.) TUD EACH END OF X 20 GA STEEL (7) 7/16" X 3/4" X 16 GA CH END (Typ. AT ALL & BOTTOM.) SHEARWALL DESIGNATION LAG SCREWS PER CORNER MIN. SHEARWALL SEGMENT LENGTH 0 2' -6" A DOUBLE S X 18 W/ EA TOP SHEARWAL BLOCKING SAME & SPECIE AS PLATE (Typ.) 1 1/4" STRAPE STAPLES STUDS, In in N3 N, 0 H 0 I- 0 1‘.C,1 N CH 1 2 —BY SIZE BOTTOM 4 1 C 6 3' -6" IIII IIII 5/16" OR 3/8" X 7" LAG SCREWS AT EACH END OF SHEARWALL (5 PER BAY MAX.) TUD EACH END OF X 20 GA STEEL (7) 7/16" X 3/4" X 16 GA CH END (Typ. AT ALL & BOTTOM.) SHEARWALL DESIGNATION LAG SCREWS PER CORNER MIN. SHEARWALL SEGMENT LENGTH 0 2' -6" A B 3 3' -0" 4 3' -0" C 6 3' -6" D E 6 5' -0" E 7 3' -6" 8 5' -0" F SHEARWALL DETAIL N.T.S. NOTES: BOUNDRIES 3 II Ili - I AIMEE' SIDEWALL STAGGER JOINTS 48" O.C. 1. ROOF SHEATHING : 15/32" PLYWOOD OR 7/16" OSB RATED SHEATHING , EXP. I , FASTENED WITH 8d COMMON NAILS. 2. BOUNDRIY BLOCKING SHALL BE 2 X 6 SPF # 2 MIN. EXCEPT WHEN FASTENER SPACING IS 2 1/2" OR 2 O.C. AND ADDITIONAL 2— BY MEMBER SHALL BE GLUE / NAILED TO 2 X 6 TO ALLOW STAGGERING OF FASTENERS. 3. EDGE BLOCKING SHALL BE 2— BY MEMBERS EXCEPT WHEN FASTENER SPACING IS 2 1/2" OR 2" 0.C. BLOCKING SHALL BE DOUBLE 2— BY MEMBERS GLUE NAILED TOGETHER TO ALLOW STAGGERING OF FASTENERS. 4. FASTENER SPACING CHART BOUNDRIES : EDGES : FIELD : ROOF PITCH (a) 0 6.92:12< a <7:12 0 2.25: 12< a 56.92:12 O O O CO 6" 6" 4" 2 1/2" 6" 6" 6" 4 12" 12" 12" 12" 25' 29' 39' 40' 40' 40' 40' 40' NOTE : FASTENER SPACING CHART ABOVE IS BASED ON: — 26' -8" BUILDING WIDTH — NO OPENING IN ROOF SHEATHING EXCEEDING 12 "0 — MAXIMUM SIDEWALL HEIGHT OF 8' -0" — MAXIMUM WIND SPEED OF 110 MPH (SBC) ROOF SHEATHING DETAIL ALL EDGES MUST BE BLOCKED EXCEPT FOR A , FASTENING MAXIMUM DISTANCE FROM CENTERLINE OF BUILDING N.T.S. GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE VB OCCUPANCY ALLOWABLE NO. OF FLOORS WARD VELOCITY R -3 130 FIRE RATING OF EXT. WALLS 0 PLAN NO OLD AL,{ PLAN NO.NEW GA.# Hi7124R ALLOW. FLOOR LOAD 40 APPROVAL DATE MANUFACTURER EVE 09-25-03 HORTON CODES: SEE NOTES LABELS: GA. THIRD PARTY: HILBORN. WERNER. CARTER & ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER, FL 33756 DWG. #:1447 -4288 a N N 0 w c) Has o d' Z CH V) to cn CO a 0 0 V7 0 w J I- 0 CC C, CC 0 a 0 0 0 0 z a ce W 2 CA 110V4IC d Oft litect MA1ELINE II : 24' YAX MAX MAX MAX ar MAX 24' n II II f I II II II II I I II II II II AX 11 OUTLOOKER DETAIL — PLAN VIEW 11 �IJ Ax SPLICE MOCK Af KNG'OST E MOPILAR 5E1Y MANIA FOR FASTENING SPECS. SIM'SON H2 HLIZRCANE 1E EA01512F a REAM 1O STIV COLUMN. (6 Pit. 4 MI5 PAGE) FASTEN TOP PLATE 101(1155 A5 PER 1YPICA- CR055 S:C110N Ax � SECT � HOOF �AMINC� ALLOWED ROOF SLOP RE�IPEG"t: 102 AND 307 WALL CONSTRUCTION. ALL HOLES tN HOLD DOWNS TO BE FILLED USING MANUFACTURER'S NAILS. SPE'NAL TYPICAL 1 J55 2X9 FLAP 5PF MN OIul1.00KER FASTENED Af EACH TX155 INTER CIIGN MTH 2 - #8 PER P.AGTER WITH II' MIN. PENETRATION. EXTEND OUTLOOKER GREATER THAN 32- FROM ENDWALL AS SHOWN. 2X6 5PF MN FASCIA END WALL CONSTRUCTION GABLE END WALLS SHALL BE BUILT IN ACCORDANCE WITH SSTD 10-99 SECT. 305.221 FIG. 305J AND 307,8,1 CDISOMETRIC FIELD INSfA-LEP GABLE FRAMNG FROM 2X4 51' MN. VEP11CA-5 S K W 16 "O.C. FOE S-EATHNG. To PE INSTA-LEP AFTER PE HINGED PORIIGN GE TIE P0a 5 RASED. FASTEN PERIMETER OF FRAMING TO MD AJO CHOPS OF 1RU55 WITH #8 WOOF %IWS (1.25" MN PENETRATION) 16" 0.0. MAX. 2X2 MN. 5PF #5 FILLER PET1AEEN OLMOOKEIT AT ETNGEP AMA FA5TENEP 12 "0.C.'MTH 2 I / 2" XISGA 5fA'LE5 INTO ENO -11155. FIELD INSTA-LEP 2X4 5PF MN. 51117 TOENALEP DEPAIEN 11155 NEMMR5. ENDWALL DETAIL (7:12 ROOF TRANSVERSE BEAM) IthTCA4E 11E5 AS PEP MICR. PETAL5 REF. TYPICAL CR055 CTONS FOR STRAPPING INFORMATION. REF TYPICAL CR055 SFCTIGN5 FOR A120I1I0NA. INFORMATION. PEP. fYPICAL CROSS SECTIONS FOR STRAPPING INFORMATION REF. TYPICAL PINGS. FOR FLOOR INFORMATION f1PLE FLOOR J01515 PENEAM ca1wN1 /TEAM POOP PECKING (KEP.OIL. PF -I FOP INFORMATION) 01155 TOP CHOP (11155F5 S'Aa17 All O.C. - PEP. PETAL 6/W-1 GP 1W, CONSTRUCTION PETALS) 2X6 5PE MN FASCIAFASTENEP WI 3 - 5 "X.120 CAN NALS PER OUTLOOKER. VERTICAL 1XU55 NEMDER (IYP) 2X4 5'F #3 MN FLAT OUILOOKEP OUTLOOKER DETAIL — PLAN VIEW ONE (l) #8 WOOD 50MW PEP RAFTER ( MIN. I" PENETRATION) 1 ALL CONSTRUCTION MUST COMPLY WITH THE SSTD to • 41( AND THE IRC ONE AND TWO FAMILY DWELLING CODE_ EDITION AND STATE OF GEORGIA AMENDMENTS 1(1(1155 KINICP051- EXTERIOR WALL FRAMING IRC SECT. R602 AND SSTD 10 -99 SECT, 305. THE LENGTH OF SHEAR WALL NEEDED MUST BE DETERMINED BY THE HOME DESIGNER. MINIMUM THICKNESS (SHEATHING & ROOF DECKING) PSL 11/AN F LWSEL 0. A 5/32 INCHES. SEE FL211 OP A'7P ( FASTEN fOCi1FERW/ 5 "X.120 GIN NABS 12110L. STAGIXP"EP AFN7 aU:P) REAM STIFFENER ( ITEPNEEN TRJ5565) Af DOW ENDS OF SEAM. STRAP TRU55 KINO'OST f0 TWO OILIER COLUMN 511175 ( SlOAM PASFE17 FOR CLARITY) NTH 26 OA X I I / 211 META- STRAP FASTENED N/ 9 146A I" MN. PENIS. STAPLES. BEAM ANCHORING DETAIL FOR ( 4) 5117 COLUMN DENEAM SEAM ( IOOZ all/ NAILED) . TWO OUTER 511/75 (SlOAN PAS-EP TO SE AVOW AMER REAM AIFOIOP IS INSTALLED. GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE VB OCCUPANCY R -3 ALLOWABLE NO. OF FLOORS 1 WIND VELOCITY 130 FIRE RATING OF EXT. WALLS 0 PLAN NO. OLD ALT PLAN NO.NEW Ga.; 111.4784 ALLOW. FLOOR LOAD 40 APPROVAL DATE O 9-25 -53 MANUFACTURER HORTON CODES: SEE NOTES LABELS: GA. THIRD PARTY: HILBORN. WERNER. CARTER & ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER. 61. 33756 :1447 -4288 D 0 C0 AX N U) m SCALE: AS NOTED 09 -23 -03 Li ENDWALL DETAILS AND V 2X8 # SYP 0 16 "0.C. REFER TO FLOOR DRAWING FL -1 z 0 0 LLI 0) 0 0 U 0 1= 0 0 z L- W U- u' 0 TOP PLATE TO ROOF SYSTEM FASTENING END WALLS W/ #8 X 4" SCREWS 2 TO 3 PER 16" CAVITY USTED ROOF TRUSS AT 16" 0. C. * TOP CHORD LIVE LOAD = 20 PSF TOP CHORD DEAD LOAD = 10 PSF BOTTOM CHORD TOTAL LOAD = 10 PSF * NOTE: TRUSSES WITHIN 4' -0" OF END OF FLOOR (ENDZONE) TO BE 8 "0C R -30 MIN. INSULATION BATTEN KRAFT BACKED OR FOIL BACKED USED WHEN 4 MIL. POLY OMITTED* — (TOTAL CEILING =R -31) *WHEN BLOWN —IN INSULATION IS USED VAPOR BARRIER NOT EXCEEDING 1 PERM MAX. SHALL BE INSTALLED 1 —1 /4" X 26 GA. X LENGTH METAL STRAP FASTENED W/ 5— 7/16" X 1" X 14 GA. STAPLES PER STRAP END AT EACH TRUSS —� (TYPICAL AT SIDEWALLS WITHOUT OVERHANG) (1) 4" X #8 SCREW PER RAFTER END WALL TO SIDE WALL FASTENING 3" X .120 GUN NAILS OR #8 X 2 1/2" SCREW OR 7'16" X 3" X 14 GA. STAPLES 5 TO 9" O.C.- AIR INFILTRATION SEALED BETWEEN EXTERIOR WALLS & END WALLS, TOP & BOTTOM PLATES TO ROOF SYSTEM & FLOOR SYSTEM W/ 1/8" X 1/2' PUTTY TAPE, 1/8" X 1/4 FOAM TAPE OR CAULKING PUTTY MAY BE INST. ON EXTERIOR 15# FELT COMPLYING WITH ASTM D226 TYPE 1 OVER ALL SHEATHING TO PROVIDE A CONT. WATER RESISTIVE BARRIER BEHIND EXT. BRICK, CONC. OR STONE VENEER (NOT RQD. FOR LAP SIDING — SEE CODES) BOTTOM PLATE TO FLOOR SYSTEM FASTENING 2 TO 3 — 3 1/4" X .131 GUN NAILS PER 16" CAVITY REF. DETAIL 6 /RF -1 FOR STRAPPING REQUIREMENTS (TYPICAL AT SIDEWALLS, ENDWALLS AND MARRIAGE WALLS) FOUNDATION —REF. TO FOUNDATION DRAWINGS OPTIONAL OVERHEAD DUCT (HVAC) SYSTEM (SEE PLANS FOR INFORMATION) RIDGE BEAM REFER TO STATE PACKAGE(OR FLOOR PLAN) FOR LAMINATED BEAM SPECS., FASTENING, AND SPANS (TYP ) FIELD FASTENED W /16d NAILS TOE NAILED 8" 0.C. EACH SIDE (NOTE: ENDWALL FASTENING FROM UNIT TO UNIT IS NOT REQUIRED.) FIBERGLASS SHINGLES CLASS 'A' RATED (MIN) AS PER ASTM E108 INSTALLED PER MANUF. INSTRUCTIONS. (IBC NOTE: SHINGLES SHALL COMPLY WITH ASTM D225 OR 03462) Straps cc °ca a on eaen 12 2.25 MIN Al LIL.LIa'.t must compIv with The Georgia State Energy Code 2c o Edition and State of Georgia Amendments 2 LAYER 15# FELT JOINTS TO OVERLAP OR EQUAL SHINGLE UNDERLAYMENT COMPLYING WITH ASTM D226 (2 LAYERS RQD. ON ROOF PITCH OF �I2 OR LESS) — SHALL BE FASTENED WITH CORROSION RESISTANT FASTENERS. 7.00 MAX 2 X 3 MIN TOP & BOTTOM RUNNERS REF TO ROOF DRAWINGS RF -1 7-6" MIN. 9' -0" MAX. SIDEWALL HEIGHT 2X4 SPF #2 OR SYPN2 STUBS © 16 "O.C. FULL LENGTH FROM FLOOR JOIST TO BOTTOM CHORD OF TRUSS. 7' -6" MIN. 9' -0" MAX. CEIUNG HT. AT MATELINE LAG SCREWS 48 "O C.SIDE TO SIDE 1.75 "MIN PENETRATIO 2X2 OR HANGERS TYP. ■ ATTIC ACCESS OPENING NOT LESS THAN 22" X 30" FOR ATTIC AREA HAVING CLEAR HT. 30" OR GREATER REF TO DRAWING RF -1 26 GA X 1 1/4" STEEL STRAP FROM TRUSS TO WALL STUD AND /OR FROM RIDGE BEAM TO WALL STUD AT ECH TRUSS WITH (5) 14GA. X 1" STAPLES PER END PLUS STRAPS ® OPNG. COLUMNS PER FLOOR PLAN (TYP. EACH MARRIAGE WALL) \-- CEIUNG MATERIAL 2 X 4 TOP PLATE REF. TO DRAWING #TF -1 CRIPPLE STUDS 2x4 SPF {2 0 2x HEADER PER APPROVED STRUCTURAL PACKAGE SILL PLATE 2x4 SPF #2 CRIPPLE MARRIAGE WALL STUDS 2X4 SPF #2 ® 16" 0.C. MAX. 3/4" T & G PLYWOOD —REF TO DRAWING FL-1 OR 23/32" ORIENTED STRAND BOARD 16" 0.C: STUDS 2x4 SPF #2 0 16" 0.C. JOIST HANGERS SHALL HAVE 400# MIN.CAPACITY. 2X2 OR HANGERS TYP. 12" AX. ATTIC VENTILATION 1 SQ.FT. OF NET VENT AREA PER 300 SQ. FT. OF ROOF AREA TO BE PROVIDED BY GABLE AND /OR RIDGE VENTS AND VENTED SOFFIT ROOF DECKING: 15/32 "(CDX) PLYWOOD W/ CUPS OR 7/16 ORIENTED STRAND BOARD WOOD BEARING STRIP (TYP. AT SIDEWALL AND MARRIAGE WALL) 2 X4 SPF #2 MIN. SIDE RAIL BUTT JOINTS SHALL BE f SPLICED ACC TO DWG. RF -1 4 MIL. POLY VAPOR BARRIER SinSililiTiTi,• FOUNDATION SUBJECT TO LOCAL CODES & INSPECTION TRANSIT COVER BOTTOM BOARD OR 6 MIL POLY CROSS SECTION 13 N.T.S. 3366 ox 02/02/2001 (2) 2X8 SYP #2 RIM JOIST EACH HALF. STAGGER BUTT JOINTS 4' APART MINIMUM EACH HALF, OMIT SPUTS IN ALL RIM JOISTS TO 7 " MAXIMUM. EXTERIOR SHEAR WALLS SSTD 10-99 SECT; 305.4.3 Windows and doors shall not he Installed near corners within 27 Inches for 8 feet wall height and 34 Inches for 10 feet wall height" Double studs at each end, MARRIAGE UNE PIER AND FOOTING. SEE FOUNDATION PLAN FOR LOCATIONS (SUBJECT TO LOCAL JURISDICTION.) R -22 BLANKET INSULATION MIN. (TOTAL FLOOR ASSEMBLY =R -23) 5X10 OR 5X14 ALUM HEAT DUCT SUPPORTED 8' -0" O.C. WRAPPED R -5 INSULATION MIN.— R -7 (UNLESS OTHERWISE NOTED ON FLOOR PLAN) ALL CONSTRUCTION MUST COMPLY WITH THE SSTD to • 44 AND THE IRC ONE AND TWO FAMILY DWELLING CODE._EDITION AND STATE OF GEORGIA AMENDMENTS VENTING TRUSSES FASTENED TO STUDS SEE DWG. RF -1 FOR INFORMATION (1) #8 X 4" TOE SCREW THROUGH TOP PLATE INTO EACH TRUSS BOTTOM CHORD (TYP.) EXTERIOR SIDING REF TO DRAWING #EXS -1 TYPICAL WINDOW (SEE PLAN) INSULATION R -15 KRAFT BACKED OR FOIL BACKED (TOTAL WALL ASSEMBLY =R -16) EXltrtIOR WALL STRUCTURAL BRACING SIDEWALLS: INSTALLATION: STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUSLY FROM TOP TO BOTTOM PLATE W/ SHEATHING EDGES EXTENDING 3/4" MINIMUM OVER 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. A MINIMUM OF 3 FOUR FOOT SECTIONS OF SHEATHING PER SIDEWALL SHALL HAVE ALL EDGES BLOCKED. SPACE BLOCKED SECTIONS EVENLY ALONG EACH SIDEWALL. BRACING MATERIAL: 3/8" APA RATED SHEATHING, EXP. -1, EXP. -2, EXT., OR 3/8" APA RATED SIDING EXT. FASTENED W/ 8d COMMON OR GALV. BOX NAILS 6" 0.C. EDGES AND 12" 0.C. IN THE FIELD. (OPT 7/16X1 1/2 "X14 GA STAPLES) ENDWALLS: INSTALLATION: STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP OF TRUSS TOP CHORD TO 3/4" MINIMUM BELOW TOP OF RIM JOIST W/ ALL SHEATHING EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. BRACING MATERIAL 3/8" APA RATED SHEATHING, EXP. -1, EXP. -2, EXT., OR 3/8" APA RATED SIDING EXT. FASTENED W/ 8d COMMON OR GALV. BOX NAILS. SEE SHFARWALL FASTENING CHART FOR FASTENER SPACING. 2 X 8 #2 SYP (MIN) RIM JOIST REFER TO FLOOR DRAWING FL -1 ANCHOR BOLTS 1RC SECT. R403.1 AND SSTD 10 -99 SECT. 303 BOLTS SHALL BE 10 INCHES LONG, 5/8 INCH IN DIAMETER WITH A 3X3 INCH WASHER 1/8 INCH THICK AND REQUIRED NUT LOCATED WITHIN 12 INCHES OF CORNERS AND 18 TO 48 INCHES ON CENTER. NOTE. ALL PLUMBING IN EXTERIOR WALLS PROTECTED FROM FREEZING WITH INSULATION . INTERIOR FINISH MATERIAL: CEILING: 1/2 INCH GYPSUM BOARD INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. (STIPPLE FINISH) WALLS: 3/8" THICK (MIN) VINYL COVERED GYPSUM BOARD 3/8" THICK (MIN) UNFINISHED (PAPERBACK) GYPSUM FLOOR: BLOCK, TILE, OR UNOLEUM IN BATHROOM AND OTHER WET AREAS. CARPET, BLOCK TILE, OR UNOLEUM INSTALLED IN ALL OTHER AREAS. (IN ALL BATH AREAS INSTALL WATER PROTECTION) EXTERIOR FINISH MATERIAL ROOF: FIBERGLASS SHINGLES OVER 2 LAYERS OF 15# FELT FOR ROOF PITCHES OF 2:12 TO 4:10 AND 1 LAYER FOR PITCHES GREATER THAN 4:12. ROOF OPTION: 45 MIL BLACK RUBBER ROOF MEMBRANE COVERING INSTALLED PER MANUFACTURER'S INST. ROOF OPTION: 30 GA. GALVANIZED METAL ROOF COVERING INSTALLED PER MANUFACTURER'S INSTRUCTIONS. WALL: REFER TO TYPICAL DRAWING # EXS -1. GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE VB OCCUPANCY R -3 ALLOWABLE NO. OF FLOORS WIND VELOCITY 130 FIRE RATING OF EXT. WALLS 0 PLAN NO. OLD AL.y PLAN NO NEW Co. $ 101 -0780 ALLOW. FLOOR LOAD 40 APPROVAL DATE o9 -25 -03 MANUFACTURER HORTON CODES: SEE NOTES LABELS: CA. THIRD PARTY: HILBORN, WERNER. CARTER & ASSOCIATES 627 SOUTH MYRTLE AVE. CLEARWATER, FL 33756 s, horton5 /6/2003 DWG. #:1447 -4288 U w o= U N Q 0 O m J N 0 DRAWN BY:S,R. SCALE: AS NOTED 09 -23 -03 w !L' • 63 Q N Ni - 5' -0" I m 1 48' -0" 18X24 MIN. CRAWL SPACE (LOCATION +Flood hazard zone A. BFE MAY ACCESS No interior finishes, walls desigrCf3P( 6'X8' CONCRETE BLOCK FILLED WITH to allow entry and exit of Oat OM GROUT FOOTING 28 YP)B - RIDGEEP mechanical equipment. Only paBR rUPPORTS (SHOWN HATCHED ON limited storage and building ac��ss' below BFE. 56'- to m I_ .J , C) o � I 15 .col J I ruI I 8X16 CONCRETE BLOCK 24 "X24 "X8" DEEP CONCRETE FOOTING (TYP.) I m 1 I III i I III 1 L --J L —T —J 5' -0" 5' -0" 1 m I I III 1 L —T —J 8X16 VENTS COVERED WITH CORROSION RESISTANT WIRE MESH OF NOT LESS THAN 1/4" AND NOT MORE THAN 1/2" IN ANY DIMENSION (HORIZ OR VERT) _SEE ELEVATION PRINT FOR VENTING REQUIREMENTS. (ACTUAL LOCATION OF VENTS MAY VARY) 5' -0" ---I rr I III I L —T —J 34' -10" 5' -0" 1 III I L —T —J 5' -0" 4" CONCRETE SLAB REINFORCED WITH 6X6X10 GA. WELDED WIRE MESH OVER COMPACTED FILL (TYPICAL EACH STOOP) 6' -4" GROUNDO ANCHGR UPLIFT CAPACITY MARRIAGE WALL OPENING PIER TO BE CONCRETE na nw PER GRACE TYP.MATE LINE 5LL MA PTx CU( OD(f0 N.LON FOP. COAIIFY3IKNG GE Mr MI) EX /255 DOLS Of OFF TO AVOIDS AVCW.E [S0.15 MIfE2- FUZING WM FLOGR.0515. OOPTION NOTE: IN UEU OF VERTICAL REBAR AND ANCHOR BOLTS, PRE - MANUFACTURED MUDSILL ANCHORS (IE: SIMPLEX, USP) MAY BE USED. IF USED, MUDSILL ANCHORS MUST BE INSTALLED ACCORDING TO MFRS INSTRUCTIONS AND ARE SUBJECT TO LOCAL JURISDICTION. ERS FOC TiNG6 IRC SECT. R40S AND sSTD 10 -99 SECT. MINIMUM FOOTING 20 INCHES WIDE m 4€10 INCHES THICK WITH TWO NO. 5 REB THE BOTTOM OF THE FOOTING MUS'' 4-'4 REAR EACH MINIMUM OF *'INCHES BELOW FINAL C1 16d COMMON NAIL INSTALLED FROM RIM JOIST TO SILL PLATE AT 6" O.C. AROUND ENTIRE PERIMETER OF BUILDING. ALSO PROVIDE SIMPSON LTP4 (OR EQUAL) FROM BAND JOIST (THRU SHEATHING) TO SILL PLATE AT 16 "O.C. ALONG SIDEWALLS (FIRST 6' -8" FROM ENDWALLS) AND 24" ALONG ENDWALLS. 1/2 "X15" ANCHOR BOLT. THREADED AT THE TOP AND SECURED WITH NUT AND WASHER. ANCHORS LOCATED AT CORNERS WITH FIRST SUBSEQUENT ANCHOR SPACED 3' -0' O.C. FROM CORNER. ALL REMAINING ANCHORS SPACED 6' -0' D.C. MAX. ON SIDEWALLS AND 3' -0' D.C. ON ENDWALLS (SEE OPTION NOTE) 5 BAR SET VERTICAL AT EACH ANCHOR BOLT LOCATION (SEE OPTION NOTE) FOOTING MUST EXTEND BELOW FROST UNE. SECTION A (SEE PLAN THIS PAGE) 4,1" -4" 5' -10 "— HITCH END iJ Il T I (7500LBS) — GROUND ANCHOR IIPLIET CAPACITY H. MINUM r _ � rr IL H 1 a W 01 Air MI CONI]NLVJU5 CONCI1E BLOCK WALL (OPC,61I1J A/..E) M11-1 8 "( DEEP) X2A "( WIDE) MINIMUM FOODNG WIKP D POP LOCH. IZEOUFEKkNCS. 1)WALL PORCH DETAIL SEAM TO POST FASTENING - 2, 1 1/2%26 GA. STRAPS FASTENED W/ 14 GA.x1" MIN. PEN. STAPLES 7 PER END. (•) ,- APPROVED HEADER (SEE PKG) / T1 T ` X X -{- T - T - -I -I- -T-I DRAIN HOLES,TYP. EXTERIOR SIDING OSB SHEATHING tj I 73 L - POSTS 54" `O.C. MAX. P.T. 4x4 SW #3 - SIMPSON AC4 POST CAP FASTENED AS REQUIRED (TYP.) SIMPSON BCS BASE / CAP FASTENED AS REQUIRED ALL EXPOSED MATERIALS TO BE WEATHER RESISTANT ALL FASTENERS TO BE CORROSION RESISTANT 2X8 P.T. SYP#3 PORCH PERIMETER JOISTS MIN. MODULAR CODES: SEE NOTES LABELS: Ga. M7R0 PMir OLEO WERNER. C R1OR k 0.6000105 .62] SONS I YRr3F AVE. CLEAR2ATER, fL 33755 to I- 0 Z PERMANENT z J 0 FOUNDATION MIN. SOIL BEARING CAPACITY 2000 PSF U La w LLm v W Za ice Z as Z V) La 0 EL 7 K 1-w Ce La LJ ❑• Z ❑ >q J °° oa to z Z a L I- C.) am V)q J W 0 aN Uw U q J W aq U- 8_1- 7 ¢ 2 Z W I- I- F WU- , ¢ q C.) 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Z ¢ w❑ U W Z z .O =U¢2U�❑ x zz'"En I-¢ m VI Zm3 0 2-I q V) Lu W w q PO J J 7 ❑f V1 N D 10 W Z - 1W,- -, I--Om U Z W ¢ W W LI • I-UZ I- 1-W 1- LL W U Q a ° Dz j W 2 ¢ v11- ca V) Z < LL D C'3 0 U) E_ L.. FVQY W V, ❑U CU • Z 1 < U LLI Z0Wt- ZaZJW 01 -J E'z Z<UMW"Qwmv'3U, aw OJ �Z N 21E=/IJZ Wq I- 0 d Z o _,_L_ a (4 Q d~ Z(450 W z D -fn I- 1'J� z J W3 V17 a PP F-0 f -Q' ❑R1 °." W' 00 VIK Z¢0.1 Wd2 W J¢ ZWrp JD V) }� 0'J WEE 0 JNw ~., ❑• 32°>❑1 -U~K20 °IUD I- VI~ U ( E!W L. VIW S�aO 00 V'4 LCJ W ow VIE_ L3aUC7 7 a W z° V z U Z W d W¢ H L ❑ WI-2 Za JJSVI JDa Z J- U J°❑)SW J< X 7 ❑W O ¢a¢Uf3ao'U¢NWOwLJ .) N (7 N d N 53 a N N 0 DC 5 DC 0 SCALE: AS NOTED 09 -23 -03 St a w m a!I 3 0 F 0 Z 0 O Li W Q DC 0 0 J 0 U_ THE BLACKSHEAR DRAWING INDEX: 1. COVER SHEET 2. 5:12 STANDARD ROOF PITCH - FRONT AND REAR ELEVATIONS 3. 5:12 STANDARD ROOF PITCH - SIDE ELEVATIONS 4. 7:12 OPTIONAL ROOF PITCH - FRONT AND REAR ELEVATIONS 5. 7:12 OPTIONAL ROOF PITCH - SIDE ELEVATIONS 6. FLOOR PLAN 7. ELECTRICAL PLAN 8. PERIMETER DUCT PLAN 9. OPTIONAL OVERHEAD DUCT PLAN 10. PLUMBING SCHEMATICS 11. SHEAR -WALL AND ROOF DIAPRAGM DETAILS 12. END -WALL AND OUTLOOKER DETAILS 13. TYPICAL OFF FRAME FOUNDATION CROSS SECTION 14. TYPICAL OFF FRAME CRAWL SPACE FOUNDATION ATTENTION LOCAL INSPECTIONS DEPARTMENT SET -UP INSTRUCTIONS FOR THIS MODULAR UNIT ARE INCLUDED BY ATTACHMENT TO THESE PLANS. ANY PLANS SET WHICH DOES NOT INCLUDE AN ATTACHMENT ENIDLED INSTALLATION INSTRUCTIONS" ARE INCOMPLETE. THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACTURER, HAVE NOT BEEN INSPECTED BY HWC. AND ARE NOT CERTIFIED BY 111E MODULAR LABEL NOTE THAT THIS UST DOES NOT NECESSARILY UNIT THE (TENS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURSDICTON APPROVAL CODE COMPLIANCE MUST BE DETERMINED AT THE LOCAL LEVEL' SITE INSTALLED ITEMS: NOTE THAT THIS UST DOES NOT NECESSARILY UNIT THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED REARS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL 1. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN 215ILN. 2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING. 3. PORTABLE EIRE EXTINGUISHER(S). 4. BUILDING DRAINS, CLEANOUTS, AND HOOK -UP TO PLUMBING SYSTEM. 5. ELECTRICAL SERVICE HOOK -UP (INCLUDING FEEDERS) TO THE BUILDING. 6. THE MAIN ELECTRICAL PANEL AND SUB- FEEDERS (MULTI-UNITS ONLY). 7. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATING UNE(S) - (MULTI-UNITS ONLY). 6. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES (MULTI-UNITS ONLY). 9. EXTERIOR WALL 41141014 AND SOFT MATERIAL 10. WINDOWS , STORM SHUTTERS. 11. BOTTOM OF FLOOR WIND PROTECTION (IF APPUCABLE ) STRUCTURAL DRAWING REFERENCE: FLOORS FL -1 WALLS AND OPENINGS TO -1 CORNER BRACING AND PARTITIONS CWB -1 BEAMS AND CATHEDRAL BC -1 EXTERIOR SYSTEMS EXS -1 ROOF SYSTEM RF -1 MINIMUM INSULATION VALUES: ROOF' R -30 WALLS: R -15 FLOOR: R -22 EXPOSED AIR DUCT WORK: R -6 WINDOWS SHALL BE DOUBLE PANE OR STORM TYPE. SHEAR WALL LOCATION SHEAR WALL DESIGNATION ENDLOADED DESIGN WITH 3 BEDROOMS, 2 BATHS 1280 SQUARE FEET (NOT INCLUDING PORCH) OPTIONAL 7:12 ROOF PITCH SHOWN (5:12 STD.) STEPS COMPLETED ON SITE BY OTHERS. CODE SUMMARY: STATE RESIDENTIAL ELECTRICAL MECHANICAL PLUMBING ENERGY GEORGIA 2000 IRC WITH 2002, 2003 GA AMD. 2002 NEC W/ 2003 GA AND. 2000 AMC WITH 2001,02,03 GA AMD. 2000 IPC WITH 01/02,03 AND. 2000 IECC 12. AT MATEUNES, FIRES-TOPPING . FIRE BLOCKING AT MATEUNE AND AIR INFILTRATION STOPPING SHALL BE INSTALLED BETWEEN MODULES IN ACCORDANCE WITH IRC 602.8.F1RE BLOCKING MATERIAL SHALL BE FIRE SATNG INSULATION AND / OR U/L USTED FIRE CAULK FOR GAPS OF 1/2" 'MOTH AND LE FOR LARGER GAPS FIRE SATING INSULATION SHALL BE SUPPORTED ON NON - COMBUSTBLE SUPPORTS, SUCH AS METAL FLASHING, OR MAYBE OF WOOD AS PER SBC 2305.1.5 "ROSS-OVER DUCT (HVAC) YRIMETER DUCT LAYOUT (HVAC) 'ER HEATER VC GLASSDOORS `URA AND AESTHETIC INTERCONNECTIONS BETWEEN 5 (MULTI -UNITS ONLY). 200 AMP PANEL ELECTRICAL SCHEDULE PANEL SIZING BRKR. NO. NOMENCLATURE VOLTS MIRE CU. MA DESCRIPTION KVA 20 5 PORTABLE APPLIANCE 120 12/2 CF7 FLOOR AREA (1280 SF • 3 VA.) / 1000 ■ 4 8 FAA X20 6 PORTABLE APPWNCE 120 12/2 GFl WALL ALL APPUANCEZ AT 1500 VA. / 1000 . 3.0 KVA 20 RANGE AT 8.0 KW.(NMLEPLATE) . _CUL KVA 5.5 OVA 15 2 GENERAL =HMG 120 14/2 AFC: WATER HEATER AT 5.5 KW.. IS IS 4 13.14 GENERAL 11GHTING GENERAL 110147100 120 120 14 2 AFC! 14/2 AFC! DISHWASHER AT 1.4 KW. - (Opt) WASHER AT 1500 VA. / 1000 - 4 KVA -L5- KVA 5.0 KVA 15 15.16 GENERAL UGHIING 120 14/1 MU DRYER AT 5.0 KW.. GARBAGE DISPOSAL AT 1.0 KW.. Y.9 WA 20 7 BATHROOM RECEPT'S 120 12/2 CFI KVA F KVA KVA KVA 20 (2P) 1 WATER HEATER 240 12/3 20 3 WASHER 120 12/2 GFl 30 (2P) 10 DRYER 240 10/3 15 11 DISHWASHER {opt) 120 14/2 40 (2P) 12 RANGE 240 8/3 20 17 GARBAGE DISPOSAL 120 12/2 15 18 SMOKE DETECTORS 120 t4/2 Ara 19/21 HVAC COMPRESSER 'WALL, 'tx WK. SP's. 301 RYA 10.0 KVA g FLBW,CE SILED DER MFR. 5145. TOTA LOAD FIRST 10 KVA AT 100X REMINDER AT 400 8.4 KVA HVAC AT 1000 15.8 KVA TOTAL. 34.2 TOTAL 1- 240 A 1000 -142.5 INSTALL 200 MIN AMP PANEL 120/240 V., 10 GEORGIA THIRD PARTY AGENCY APPROVAL CONST TYPE VB OCCUPANCY ALLOWABLE NO OF FLOCKS WIND VELOCITY FOE PATINC OF EXT. WALLS PLAN NO. OLD AL.N PLAN NO.NEW G0,# 1447.4785 ALLOW FLOOR LOAD 40 APPROVAL DATE 09 -25 -03 R -3 130 O MAI9 FVCTURER HORTON RUCq CODES: SEE NOTES LAI;F!.S, GA. TRIAD PARTY. HILBORN. WERNER. CARTER A ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER, FL 33756 2000 IRC GEORGIA STRUCTURAL LOAD LIMITATIONS: FLOOR LIVE LOAD: 1. 40 PSF ROOF LIVE LOAD. 2. 20 PSF. ROOF SNOW LOAD: A. Pg = 20 PSF B. PI = 16.6 POT C. Ce = 1.2 0. Is = 1.0 E. CI = 1.0 WIND LOAD: A. 130 MPH B. Iw = 1.0 C. C D. GCpi = 0.13 E. Pw = 49.3 POE F. Pr = 93.0 P5E G. THIS BUILDIN., IS UPPER HALT FEET IN HEIGHT. SEISMIC LOAD: AI B. D C. 1K D. C E. SIMPUFIED F. Sds = 0.49 G. Sd) = 0.19 H. V = 4442.6.# GROUND SNOW LOAD. FLAT -ROOF SNOW LOAD, SNOW EXPOSURE FACTOR. SNOW IMPORTANCE FACTOR. SNOW THERMAL FACTOR. WIND SPEED. WINO IMPORTANCE FACTOR. WIND EXPOSURE CATEGORY. INTERNAL PRESSURE COEFFICIENT. WALL COMPONENT & CLADDING LOAD. ROOF COMPONENT & CLADDING LOAD. NOT DESIGNED FOR PLACEMENT ON THE 4 HILL OR ESCARPMENT EXCEEDING 15 SEISMIC USE GROUP. SITE CLASS. SEISMIC FORCE RESISTING SYSTEM. SEISMIC DESIGN CATEGORY. ANALYSIS PROCEDURE. SPECTRAL RESPONSE COEFFICIENT. SPECTRAL RESPONSE COEFFICIENT. DESIGN BASE SHEAR. FLOOD LOAD: THIS BUILDING IS NOT DESIGNED TO BE LOCATED IN A FLOOD HAZARD AREA. 'ERAL NOTES: 1. ALL GLAZING WITHIN 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY, TEMPERED OR ACRYLIC PLASTIC SHEET. 2. FLOOR DESIGN LIVE LOAD - 40 PSF. 3. MAXIMUM WIND SPEED - 130 MPH. • 4. SEISMIC PERFORMANCE CATEGORY C 5. OCCUPANCY IS RESIDENTIAL. (R -3) 6. OCCUPANT LOAD IS BASED ON 1 PERSON PER 200 SQUARE FEET OF FLOOR AREA. 7. ALL STEEL STRAPS REFERENCED ON FLOOR PLAN SHALL BE 1.5 INCH x 30 GA. WITH 7 - 16 GA. x 7/16 INCH CROWN x 1 INCH STAPLES EACH END OF STRAP OR EQUIVALENT FROM RIDGE BEAM TO COLUMN, AND COLUMN TO FLOOR. 8. CONSTRUCTION IS TYPE VB, UNPROTECTED. 9. CEILING FANS SHALL BE 80 INCHES MINIMUM FROM BOTTOM OF BLADES TO FINISH FLOOR. FF 10. MINIMUM CORRIDOR WIDTH IS 36 INCHES. 11. WINDOWS , GLASS, DOORS, SHALL COMPLY WITH CPSC 16CFR1201. 12. THIS BUILDING IS NOT DESIGNED TO BE LOCATED IN A COASTAL HIGH HAZARD AREAS, AND REGULATORY FLOOD PLAN AREAS. ELECTRICAL NOTES: 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NEC). 2. WHEN UGHT FIXTURES ARE INSTALLED IN CLOSETS THEY SHALL BE SURFACE MOUNTED OR RECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE A 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 SWATCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. 4. HVAC EQUIPMENT SHALL BE 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 UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLI- ANCE WITH SECTION 110 -9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT. 6. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL 7. ALL CIRCUITS CROSSING OVER MODULE MATING UNE(S) SHALL BE SITE CONNECTED WITH APPROVED ACCESSIBLE JUNCTION BOXES, OR CABLE CONNECTORS. 8. ALL OUTLETS LOCATED WITHIN 6 FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH GFCI PROTECTION. 9. SMOKE DETECTORS SHALL BE WIRED SO THAT THE OPERATION OF ANY ONE SMOKE DETECTOR WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHERS. 10. ALL 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. 11. ALL BRANCH CIRCUITS SUPPLYING 15 AND 20 AMPERE OUTLETS IN BEDROOM ARE PROTECTED BY AN ARC- FAULT CIRCUIT INTERRUPTER IN ACCORDANCE WITH SECTION 210.12,1999 NEC. PLUMBING NOTES: 1. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT -OFF VALVES. 2. WATER HEATER SHALL HAVE SAFETY PAN WITH 1 INCH DRAIN TO EXTERIOR, T & P RELIEF VALVE WITH DRAIN TO EXTERIOR, AND A SHUT OFF VALVE WITHIN 3 FEET ON A COLD WATER SUPPLY LINE. 3. 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 SHALL BE INSULATED WITH AN INSULATION OF R -6.5 MINIMUM. DWV SYSTEM SHALL BE EITHER ABS OR PVC - DWV. WATER SUPPLY LINES SHALL BE POLYBUTYLENE, CPVC, OR COPPER; WHEN POLY - BUTYLENE SUPPLY LINES ARE INSTALLED THE MAXIMUM WATER HEATER TEMPER- ATURE SETTING IS 180" F. THE POLYBUTYLENE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS LIMITATIONS AND INSTRUCTIONS. 6. BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE INSTALLED BY OTHER SUBJECT TO LOCAL JURISDICTION APPROVAL 7. TUB ACCESS PROVIDED UNDER HOME, UNLESS OTHERWISE NOTED. 8. SHOWER STALLS SHALL BE COVERED WITH NON- ABSORBENT MATERIAL TO A HEIGHT OF 70 INCES ABOVE FINISH FLOOR. 9. THERMAL EXPANSON DIVICE IF REQUIRD BY THE WATER HEATER MANUFACTURER IS DEIGNED & SITE INSTALLED BY OTHERS. 4. 5. MECHANICAL NOTES: 1. ALL SUPPLY AIR REGISTERS ARE ADJUSTABLE, EXCEPT WHERE OTHERWISE SPECIFIED. 2. INTERIOR DOORS SHALL BE UNDERCUT 1.5 INCHES ABOVE FINISHED FLOOR FOR AIR RETURN AND /OR AS NOTED ON FLOOR PLAN. 3. RESTROOM VENT FANS SHALL PROVIDE 50 CFM MINIMUM OF VENTILATION. 4. VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN APPROVED VENT CAP. 5. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKES TO PROVIDE 20 CFM PER PERSON. 0 1_ Z W Z < C� Z CL 0 CL 5 W J < CI O LL = oa W O (7Z W N (/) 0 - Z (� a Z 0 O - ¢ m p N I- LA- GEORGIA THINS PARTY AGENCY APPROVAL CONST, TYPE OCCUPANCY ALLOWABLE NO. OF FLOORS VB R -3 WIND vELOCITY 130 FIRE RATING OF EXT. WALLS PLAN NO. OLD AL.H PLAN NO.NEW CP.E IM'-47V8 ALLOW. FLOOR LOAD 40 APPROVAL DATE 09 -25 -03 MANUFACTURER HORTON C: CODES: SEE NOTES LABELS: GA. THIRD PARTY: HILBORN. WERNER. CARTER & ASSOCIATES 627 500TH MYRTLE AVE. CLEARWATER. FL 33756 SCALE: AS PT DATE 09 -23- W S.0 : __1=MEI IIi P iiiiiin Musa ■111111• ■■■1■■■■ ■ 1111■■ 11 U1111 U u11L111u_i111 u1111 uL11 11 Ll1Uu11 i Ii' ,HHI 11111 N. ono - Main 15 IN 111 :::i ■•■• •1•11■■• •UU■•••■ ■1••••■• ■•1 ••■•• .1111.11 111••••• ����7411111111 °= "12∎.= ''�����AT ����� r������ •IIR=Mme■IIMMMMI MIR FRONT ELEVATION 316X 0 REAR ELEVATION ELEVATION NOTES: SEE CROSS SECTION FOR METHOD OF ROOF VENTILATION. UNDERPINNING AND STOOPS ON SITE BY OTHERS (TYPICAL ONLY) FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQUARE FOOT NET VENT AREA PER 1/150th OF THE FLOOR AREA, AND A 18"x24" MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION, NET VENT AREA MAY BE REDUCED IF VAPOR BARRIER IS INSTALLED IN THE CRAWL SPACE AREA. REFER TO CODES. STAIR(S) AND HANDRAILS BY ITHERS AND SUBJECT ROOFING, SIDING, WINDOW, ARE FOR INFORMATIONAL MAY VARY. ARE SITE INSTALLED, DESIGNATED TO LOCAL JUSRISDICTION. DOOR & UNDERPINNING STYLES SHOWN PURPOSES ONLY. ACTUAL STYLES GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE VB OCCUPANCY R-3 ALLOWABLE NO OF FLOORS Y1ND VELOCITY 130 FIRE RATING OF EXT. WALLS 0 PLAN NO OLD Ai-0 PLAN NO NEW Gol 199-17W ALLOW. FLOOR LOAD 40 APPROVAL DATE 09 -25 -03 MANUFACTURER NORTON BUS CODES: SEE NOTES LABELS: GA. THIRD PARTY. HILBORN, WERNER. CARTER .4 ASSOCIATES 1627 SOUTH MYRTLE AVE. 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UNDERPINNING AND STOOPS ON SITE BY OTHERS (TYPICAL ONLY) FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQUARE FOOT NET VENT AREA PER 1/150th OF THE FLOOR AREA, AND A 1B "x24" MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. NET VENT AREA MAY BE REDUCED IF VAPOR BARRIER IS INSTALLED IN THE CRAWL SPACE AREA. REFER TO CODES. STAIR(S) AND HANDRAILS BY ITHERS AND SUBJECT ROOFING, SIDING, WINDOW, ARE FOR INFORMATIONAL MAY VARY. ARE SITE INSTALLED, DESIGNATED TO LOCAL JUSRISDICTION. DOOR & UNDERPINNING STYLES SHOWN PURPOSES ONLY. ACTUAL STYLES GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE VB OCCUPANCY R -3 ALLOWABLE N0. 1 OF FLOORS VAND VELOCITY 130 FIRE RATING OF EXT. WALLS PLAN NO. OLD AL.L PLAN NO.NEW Go.I' 9147-089 ALLOW. FLOOR LOAD 40 - 09 -25 -03 APPROVAL DATE MANUFACTURER IRMCg HORTON CODES: SEE NOTES LABELS: GA. THIRD PARTY: HILRORN, WERNER, CARTER & ASSOOATES 1627 SOUTH LIYRTLE AVE. CLEARWATER, FL 33756 N O a Z a U, M O M N a C w CC ik Q 1 11 I I I 111 I I I I II 1111 II 111111 IIII II 1111 11 IIII II II 11 II II II I1 IIII II IIII 11 110111t 11 J FRONT ELEVATION 6X6 0 36X0 3 6X60 1 I I I I I REAR ELEVATION ELEVATION NOTES: SEE CROSS SECTION FOR METHOD OF ROOF VENTILATION. UNDERPINNING AND STOOPS ON SITE BY OTHERS (TYPICAL ONLY) FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQUARE FOOT NET VENT AREA PER 1/150th OF THE FLOOR AREA, AND A 18"x24" MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. NET VENT AREA MAY BE REDUCED IF VAPOR BARRIER IS INSTALLED IN THE CRAWL SPACE AREA. REFER TO CODES. STAIR(S) AND HANDRAILS BY ITHERS AND SUBJECT ROOFING, SIDING, WINDOW, ARE FOR INFORMATIONAL MAY VARY. ARE SITE INSTALLED, DESIGNATED TO LOCAL JUSRISDICTION. DOOR & UNDERPINNING STYLES SHOWN PURPOSES ONLY. ACTUAL STYLES GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE VB OCCUPANCY ALLOWABLE NO. OF FLOORS WIND VELOCITY FIRE RATING OF EXT. WALLS PLAN NO. OLD AL.H PLAN NO NEW Go.j H4/.i:65 R -3 130 0 ALLOW. FLOOR LOAD APPROVAL DATE MANUFACTURER ��{� jj� 1111 40 09 -25 -03 NORTON CODES: SEE NOTES LABELS: CA THIRD PARTY: HILEORN. WERNER. CARTER & ASSOOATES 1627 SOUTH MYRTLE AVE. CLEARWATER. FL 33156 CU 41 W O C) fN= m Ca9 oa m CC C3 0 Z En J Q f0/1 DATE 09 -23 -03 U C7 7 W w mmnmmrrrmmmnrmrmmrrmrrrmrrrmnr mnmmnmmmmmImrmrrmmmrrmmmmrm1Th11111mmmMmnrmmmmrmmmnmm mtmrrmrmmmnrrmnmmmmm 11101110111=1111111101110011121111111=111111110M11111111111.31M111110114KINTIMEM11111111116M111111ifilliiIMIIIIIIIIIIIMIMMICIMMIMIEWInrillmmininillaMilllin111111311ifillENIMMIIIIM 111111MUM111111111111111111111MITIMILIIIMMEMMIENIMMILIMIIMIIIIMMIUM111111110111111111111MMEMINMPRIIIMM111111111111111111111111111111111111111M1111M1111111MIIMI 1111111111M111111111MIMUINIMMENIMEIPIIIIIMIIMUMMIRE1111111111111M1111111311111111111111111=a1111111111111110111411111M110111111.1111111111111111111111141111111MBEIVIMILIIIII111111111111 mmmmmrmnrmmmmrrimrmmrmmmmrmMMIIII mmr1r. mmUnmMITIMImrmnmMnmmrmmrmmrrlrmrmnrmmrmmmmrmmmrrmnmrmmmmmmr0Imrrpmmmmmmmrmmm rmmmmn.mmniummmnmmmmmmmum mmmnrrmmrmmmmmmmmmmrmmmnrmmninnuo mmmmumnmmmmrmnnuom m innu mrmnnmmrmnmmmmm munn mmmmrmnrmmmmmmmmrmnmmrmnrmnmm nim mnrmnmmrmnr rmmmmmmi mmmmmmnmmrmannonn mmmnmmnnummir mmmrmmminnmu mrmmmn mrmmm11rmmrmmrmrrmm mmmmmnrrmmmmmmmmmmmmmmrmnmmIUnIMmmmmmnmmrmmrmnrmu mmmmmmmmm nm► mmmrmmmrmmumrmmmmmmmnrmmrmmmmmmmmrmnrmnm namm unu m nu mrmmmnnmmmmrmmmrrmmrmmn<mrm ni mm nannmu mmummmmrmnm nmmmmmmmrrmrmrrnmmmm mmmmmmmmrmmm�rrmnmmmmmmrmnmmrmmm�rrmnmmmmmm�mnm�mmrnmmrmnmmmnrmnrmmnn ,mmmr rmmrmnrmnmmrmrrmm�mrrmnrmnrmrrmnmrmrrmmrmmnmrmmmmmmmmrmmmmrmmmmmmmmmmrmimmm rmmmmmnrmmrmmmumnrmmmmamrmi 1111111111111111111.1111.111111MINIMIIIMEMMIM111111111111111111MIMINIMIIIIIIIIThTh11111111111111111MMUM1111111111111muummiffillnITIIMM1111111ThIMMIIIIIIIII111111 mmmmmrmnmmmmmmmmmmmmmmmmn mmmmmmmrrmnmmmmmmmminum mnrmmmmmnmmmmmmnmrmmmmrmm mum no mmnu mmmmmm rm iiin mmuummrn onmmmmm r inu mmmmmm rmr m�rm nrann mr ammmimrr m mmm mar mirrmm nma n mm�mnr�i ummrmn so mnnniunr�i■inrmnnni irmn nmmmmmmmmmmnrmnmmm■ nrmnmmmmmmmmmmmmmmmm�mnrmmmmrmmmnmmmmmmrmmmnmmmmrmnrmnmmmmmmmmrmnm�mrn ,nmmmmrm -11111111 1 1 1 1 1 1 711111111L.1.1. 11111111 1 1 1 1 1 J l I .1 1 1 1 1 1 11111111- .1.I.1. 11111III"1T, �ti1 1 1 I 1 1 1 1 L 1 1 J 1 1 RIGHT SIDE ELEVATION vaar iiwmmiimmimimairmiiiri► inrmwenrriamnrriw7nrimraiimiiirimrn rmiinii►mriliniimrritiir Iranirrtiiirimnirmimmn nmiirmimmin ara iimmirimiwairm "mrmmirii�nrim� mrmnn�mmmrmnrmmmnrmmrmmrmmmmrmmrmmm�rmnrmmrmmnmmmrmnrmmmmrmnrmmrmnrrmrmmrmrrmmmnrmnrrmnmmmmmnrmmmmmnnn .m�i�mmnrm mmmmmrmrrmmmmrrmrrr MEMINmrmmmmrmmrmmrmrnmrrrmrrmmmmrmrrmmrmmmrmnmrmrrmnrmnrmmmarrmmrrrmr mmnmrmmrmnrmnrrmnmmrmnmmmnrm mnranrmnrmmranmmnmmmmrmmmnmmmmnmrrnmmmIMICIRrmnmmmmmmmmnrmnrmnrrmrrnmrmmmmrmincomimmmrmmrmnnmrrmmrmmn .mmnrnmrmnm rmnrmmrmmmmmmmmrrmrrmmmmmnmmrmmmmri�mmmmmmnrmnmm�rmnrmnmmmnrmnrmmmmmmmmmmmnmmrrmmmmm�mmrrmrrmmmmmmrmmrmi nirmrrrmrlrmrrlmmmMmrnmrrmr IIIMI IIMUtimn11111rrrlmtmrrr( 11mrrrmmm111lrmlrrmrrrmrrrmrrmmmmnrmnrrmmnrmnrmnmmrrmrmmmnrrmnrrnnrmmnmmrrmrmnmmmrmrmmrmmrm mmmmmmmmmrmnnmumnranranmmmmmmmmranramntnmmnmrmmmIIIMEMrrmrrmnmmmmmmrr► mmmmranrmnmmnmrrmnrmmnmrmnmmmmrmnm mmrrmmmmm u nrmmmmmmmmmmmmmmmmuu mmm ni mmrmmmmrmnmmmmrmnrm unitsmmmrmnmmmnnammnrmmrrmmmrmmmtmmmmmmmmm rmmrmrmmmmmmmmmrustur nrmrmmmmmmmmnmmmmrrmmmni mmmmmrrmrrmnmmmmmmnmrm romni mmrrmnmmmnrm unrammmmmmmmrmn mrmnmanrrmrrmnnmrrmnrammmmnmmmmrmnrmmrrmnrmnrammnrmnrmmanrmnranrmnmmrmmmrn, mrmnrmmammmrammmrmrrrmrrmmrmnrmnrmnrmmrmnrm mmmmmmnmmrmmmmrmnmmmmrmmmmmmmmmnrrmnmmrmmmmrmmi11mmmmmrmnrmmmmmmmmmmrmrmmrmmrmnrmmmmmmmnrmnrmmmmmmm rmrrrmrrmmmnrmnmmmmrmmmnrmmrrmmrmmmmmmmnrmmrrmmmmrmmmmrmnrnmrmmmEUEM rmrrmmmm111111 mrmnmrmir,nmmrmmmnrmnmmrmnrmnr rmnrmnrmnrmnmmnrmnrrmrrmmmmmnmmranrmnranmmrmmrmmnmlrr► rnrr�t mrmnrmrrrtmnmanrmnranrmnranrmnmmrmmrmnrmmrmnranrmnmmnrmnrmnrmmmr ►rm mmmr► nmmnrmnrrmmmnrmmm�rnmmr�nnrtntnmmmmrmnr► mnrmmmmmmmmmnrmnrrmmmnrmnmmmrmm�mmmm�mmrmmm�umrrrmmm�mmrmmmmtmrrrmrrm mmmmmnmmmmmmrm Imam mama ■mmnmmnntmmnrmmrmnmmrmmmmmmrm nunimmmmrmn amain mmmrmmmnrmmmnrmmm■nrmmmnmi n�..■mm.�mo rT.1■■■.�nr■.m.. ■ �I. R■ mm. �1mR. �...■ �I�n■ �. n■ n. n. �m.■ �F.■ �1..... F.... mm�m. n■. I...■.,. F.. mm....... �. ..mm■�F.1n■�r.nr..1>tn■mm.mm■�.... 30X27 30X27 ❑ ❑ 3-- 8 36X6 J Mi W = U m � 5" ELEVATION NOTES: SEE CROSS SECTION FOR METHOD OF ROOF VENTILATION. UNDERPINNING AND STOOPS ON SITE BY OTHERS (TYPICAL ONLY) FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQUARE FOOT NET VENT AREA PER 1 /150th OF THE FLOOR AREA, AND A 18"x24" MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. NET VENT AREA MAY BE REDUCED IF VAPOR BARRIER IS INSTALLED IN THE CRAWL SPACE AREA. REFER TO CODES. STAIR(S) AND HANDRAILS BY IHERS AND SUBJECT ROOFING, SIDING, WINDOW, ARE FOR INFORMATIONAL MAY VARY. ARE SITE INSTALLED, DESIGNATED TO LOCAL JUSRISDICTION. DOOR & UNDERPINNING STYLES SHOWN PURPOSES ONLY. ACTUAL STYLES LEFT SIDE ELEVATION GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE V8 OCCUPANCY ALLOWABLE NO. OF FLOORS WIND VELOCITY R -3 130 FIRE RATING OF O EXT. WALLS PLAN NO. OLD AL./ PLAN'NO.NEW Ga./ 1417-+769 ALLOW- FLOOR LOAD 40 APPROVAL DATE 00-25 -03 MANUFACTURER E® HORTON CODES: SEE NOTES LABELS: GA. THIRD PARTY: HILBORN. NERNER. CARTER b: ASSOCIATES 152T SOUTH MYRTLE AYE. CLEARWATER. FL 33756 DWG. #:1447-4288 11' —_ 7" 5'- 48' -0" 9' -8" 56' -0" 6' -2, START 00 O • O -co N -I r cV N N N I 1 I I I 1 1 a) N x 13' -6 v aD 'Co I O r7 N o a0 d 17 n M I I I I x x i O 3 "VTR O O BEDROOM #2 36 1 1 /2 "AV -8 x X 6 -8 2 -8 X 6 -8 s76 1 2 -8 x 6 -8 2 -8 x 6 -8 13' - 0 2 -8 X 6 -8 4' -0" 1620 RA IN W 19, -0" — 1 1/2" 1 1/ 1 BEDROOM #1 2-4 X 6 -8 1620 RAG IN FLOOR 8' —O "I 36X6CE 2 -4 x 6 -8 7 1/2 AV X I I t I ro I I it I I 10 -I START N 12'- 0" 32' -4" 30X53 (0 a) FLOOR PLAN 9'-4" Om- — 5' -0" --- 9'-10" V / /� / / / / / / //,I INDICATES 2X6 PLUMBING WALL COLUMN STRAPPING SCHEDULE: ® (2) 2X4 SPF #2 THIS HALF )(3) 2X4 SPF #2 THIS HALF 0(4) 2X4 SPF #2 THIS HALF © (5) 2X4 SPF #2 THIS HALF ''(2) 2X4 SPF #2 EACH HALF W/ RIDGE BEAM BEARING STIFFENER ® (3) 2X4 SPF #2 EACH HALF 8 (4) 2X4 SPF #2 EACH HALF ® (5) 2X4 SPF #2 EACH HALF NOTES: 1. ALL COLUMN STUDS SHALL GLUE /NAILED TOGETHER. PVA GLUE WITH 100% COVERAGE SHALL BE USED. 2. INSTALL TWO STEEL STRAPS AT EACH STUD OF EACH COLUMN. 3. COLUMN STUDS SHALL NOT BE NOTCHED OR BORED. -�-- 6' -0" UVING ROOM } x x 11 I LLt I I t Ug 2' ON HEAT�PUI ,D S IGN:IsffiD BV (NITERS, SUBIIECT "P0 LOCAL JURISDICTION. I I td- '" I M 9' -6' X t L__ 1 1/2"AV DINING AREA PAN 8' - 0' 4- N I a) /1 I 1, a) U] 2 U NOTE: THE PT DECK WILL BE SECURED TO THE MAIN FLOOR W/ 1x BLOCKS FOR SHIPPING PURPOSES ONLY. REFER TO FOUNDATION PLAN FOR ADDITIONAL PIERS REQUIRED. HITCH END 2X8 PT SYP #2 BLOCKING AT MIDSPAN PT 2X8 SYP #2 FJ ® 16" 0.C. (TYP.) PRESSURE TREATED DECKING INSTALLED WITH GALVANIZED OR CORROSION RESISTANT FASTENERS RIDGE BEAM C❑NSTRUCTI ❑N 0 1 LAYER OF 1.5'x16' LVL, EACH MODULE NOTES. 1. LVL F6 =2500 PSI 2. LVL MUST BE CONTINUOUS OVER CLEARSPANCS). 3. BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER COLUMNS TO EXTERIOR FACE OF ENDVALL. 4. FASTEN ROOF SHEATHING INTO TOP EDGE OF LVL TO PROVIDE CONTINUOUS LATERAL SUPPORT OF BEAM.(WHERE APPLICABLE) 5. INSTALL (2x4) x20' SPF43 RIDGE BEAM BEARING STIFFENER OVER SUPPORT COLUMNS WHEN SPECIFIED ON FLOOR PLAN) FASTEN THE FACE OF THE STIFFENER TO THE RIDGE BEAM WITH 100% GLUE COVERAGE AND 5- 16GA. STAPLES WITH 3/4' MINIMUM PENETRATION INTO MICROLAM BEAM. 6. WHEN MORE THAN ONE LAYER OF MICROLAM IS INSTALLED ON EITHER SIDE OF THE MATING LINE, LAYERS ON THAT SIDE OF THE MATING LINE MUST BE FASTENED TOGETHER WITH 16 GA. STAPLES x 7/16' MINIMUM CROWN (INSTALLED PARALLEL TO BEAM SPAN) x3/4' MINIMUM PENETRATION INTO CONNECTING LAYER. STAPLES SHALL BE PLACED AT 6' O.C. MAXIMUM VERTICALLY AND HORIZONTALLY WITH FIRST AND LAST ROW OF STAPLES LOCATED 1' FROM TOP AND BOTTOM EDGE OF BEAM RESPECTIVELY. HITCH END SIMPSON THA -29 JOIST HANGER AT EACH END OF JOIST DBL. SPF #2 FLOOR JOISTS MN. DBL. P.T. SYP #2 2X8 MIN. PERIMETER RAIL AT PORCH 2X8 SYP #2 MIN. PERIMETER JOIST 1" GAP FOR SHEATHING AND EXTERIOR SIDING GEORGIA THIRD PARTY AGENCY APPROVAL CONS). TYPE OCCUPANCY ALLOWABLE NO. OF FLOORS RAND VELOCITY VS R -3 130 FIRE RATING OF EXT WALLS 0 PLAN NO. OLD AL./ PLAN NO.NEW Ga,{ 6T47•478d ALLOW. FLOOR LOAD 40 APPROVAL DATE 09 -25 -03 MANUFACTURER HORTON E®2 CODES: SEE NOTES LABELS: GA. THIRD FART, HILBORN. WERNER, CARTER & ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER. FL 33756 C7 • w Z U1, 3 W • ' N :4 r:4 c) w x U d In 5 a 0 PT O z J Cl_ 0 0 START 11' a a. m N ElI I I 0 "co b I I X T 4'1 5' -6' 0 I aN 48' -0" 9' -8' 56' -0 6'— 2" L. 13' o I N r ‘1-1 WE WE I I 1 u 1Jf "re1Wil I I � I r I START i OPT FAN T I I 1 `t I ;o I in 12' -0" ELECTRICAL PLAN C -12 40A C -6 20A I / OPT FAN/ 1C1 8' — 0" N In I I M) N a) Ifl 10 S I f 1 X T mrj �F- ICI ICI x t 5' -0 "-- x T 0 N I I N N 1 N x WE N —10" SYMBOL LEGEND PANEL BOX SWITCH DUPLEX OUTLETS ON 15 OR 20 AMP CIRCUITS GROUND FAULT CIRCUIT INTERRUPTOR RECEPT JUNCTION BOX CEIUNG MID. UGHT FIXTURE EXTERIOR APPROVED WALL MTD. UGHT FIXTURE EXHAUST, VENT FAN SMOKE DETECTOR THERMOSTAT FLUORESCENT UGHT FIXTURE it y I I T I S ERINI TAL D PAID 2 3TON ZI:rIEATiPUNIR B41OTTERS, SUBEC LOCAL JURISDICTION D co - - C OPT. AS ROD. LOCATION MA 19' -6" ONE EXTERIOR RECEPT MUST BE WITHIN 25' -0' OF HVAC. EQUIPMENT NOTE: ALL BATH RECEPTS ARE GFCI PROTECTED AND ON 20A CIRCUIT *6) =GFCI PROTECTED RECEPT EXAMPLE —BATH, OUTSIDE RECEP KITCHEN COUNTER. a) NOTE: THE PT DECK WILL BE SECURED TO THE MAIN FLOOR W/ 1x BLOCKS FOR SHIPPING PURPOSES ONLY. REFER TO FOUNDATION PLAN FOR ADDITIONAL PIERS REQUIRED. HITCH END 2X8 PT SYP #2 BLOCKING AT MIDSPAN PT 2X8 SYP #2 FJ ® 16" O.C. (TYP.) a) PRESSURE TREATED DECKING INSTALLED WITH GALVANIZED OR CORROSION RESISTANT FASTENERS HITCH END cED SIMPSON THA -29 JOIST HANGER AT EACH END OF JOIST DBL. SPF #2 FLOOR JOISTS MIN. DBL. P.T. SYP #2 2X8 MIN. PERIMETER RAIL AT PORCH 2X8 SYP #2 MIN. PERIMETER JOIST 1" GAP FOR SHEATHING AND EXTERIOR SIDING GEORGIA THIRD PARTY AGENCY APPROVAL CONS T. TYPE —VB OCCUPANCY ALLOWABLE NO OF FLOORS WINO VELOCITY FIRE RATING OF EAT. WALLS PLAN NO. OLD AL.p PLAN NO.NEW Go.t 1.1.0. -009 R -3 130 0 ALLOW. FLOOR LOAD TO APPROVAL DATE 09 -25 -03 MANUFACTURER HORTON all®Cq CODES: SEE NODES LABELS: GA. THIRD PARTY: WLBORN, WERNER. CARTER & ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER. FL 33756 a WE 0 0 U w 0 0 . U� Li w° " ao a N N O 09 -23 -03 w cc Z a 1V-2" TART 5 X 10 X 10' H.D. 111111111 L I T I N I "h START 5' x 48' -0" 9' -8" 5X14X22'H.D. 56' -0" :T10 O N I x 1620 RAG IN WALL - .7" 03 N M n 'I I JA A f 22� I x I s "MC I ACCESS, V7R nPERIMETER DUCT PLAN t I N I N I 1.4 N N 9' -10" 13' -6" 5X10X10'H.E' ro I co PS M N, 0 n 1 'I O 00 � o L 8' -0" a. ro iv I I C 7 st Co La I I I x x + x T I I T I I I T SftEn1f TAL�D P�[ P UN N 2-0TONZTAEA PU D�SIGf B4' OT'I-(tRS, SUBISECT "PO LOCAL JURISDICTION. 5 X 14 X 24' H.D. MECHANICAL NOTES: 1. INTERIOR DOOR SHALL BE UNDERCUT 1.5 INCHES ABOVE THE FINISHED FLOOR FOR AIR RETURN. 2. RESTROOM VENT FANS SHALL PROVIDE 1 CFM MIN. PER SQUARE FOOT OF RESTROOM FLOOR AREA. 3. FLOOR DUCT SHALL BE INSULATED ALUMINUM. 4. COLEMAN /EVCDN EB -17B ELECTRIC FURNACE. 1309 CFM STD. AIR @ .5 IWC ESP. (OR GAS EQUIVALENT) 5. 16'x20' RETURN AIR GRILLE (MIN). NOTE: THE PT DECK WILL BE SECURED TO THE MAIN FLOOR W/ lx BLOCKS FOR SHIPPING PURPOSES ONLY. REFER TO FOUNDATION PLAN FOR ADDITIONAL PIERS REQUIRED. HITCH END 2X8 PT SYP #2 BLOCKING AT MIDSPAN PT 2X8 SW #2 FJ 0 16" O.C. (TYP.) PRESSURE TREATED DECKING INSTALLED WITH GALVANIZED OR CORROSION RESISTANT FASTENERS 5X10X10'H.D. N CO n M Co P Co HITCH END SIMPSON THA -29 JOIST HANGER AT EACH END OF JOIST DBL. SPF #2 FLOOR JOISTS MIN. DBL. P.T. SYP #2 2X8 MIN. PERIMETER RAIL AT PORCH 2X8 SW #2 MIN. PERIMETER JOIST 1" GAP FOR SHEATHING AND EXTERIOR SIDING GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE VB OCCUPANCY ALLOWABLE NO. OF FLOORS WIND VELOCITY FIRE RATING OF EX T. WALLS 0 PLAN NO. OLD AL: PLAN NO.NEW Co.# Ii11-1769 ALLOW. FLOOR LOAD AD APPROVAL DATE 09 -25 -03 MANUFACTURER HORTON R -3 130 RUct CODES: SEE NOTES LABELS: GA. THIRD PARTY. HILBORN. WERNER. CARTER & ASSOCIATES 1627 SOUTH MYRTLE AVE. CLEARWATER. FL 33756 co co G. #:1447 -4 O N HA r:4 w c) v as } Q O O Z N LLI Q U U) 09 -23 -03 0 O W Z Q a I- V D 0 D_' W a DWG. #:1447 -4288 START 11' -2' O I ° I I I D In I 1 10X6 10' 5' -6" I t I co I N _I START 18' 12' -0" I I I VJ 8X4 (DO 48' -0" 9' -8" 56' -0" OJ Lµ DO 4¢ 'co I O I I I I le 7 N O N H N N N N N I I 1 11 I 1 I I X 14' 1 10X6 6 6, '— 7, M 00 c 0 X 6 Tncl CCESS, rIGLU KAL, IN WALL r ITI I b co o) o 1 OPTIONAL OVER —HEAD DUCT PLAN x 7' x O N 10116 I I I U,U 13'-6" , .0i h O • 1 r N I I I 1 I I I 10X6 8' -0" 4- '00 d 'co co 1 1 iN I I O) I°n O A M N 7 6, co M7 I I I 1 I I I L -- 14' 19' NOTE: THE PT DECK WILL BE SECURED TO THE MAIN FLOOR W/ 1x BLOCKS FOR SHIPPING PURPOSES ONLY. REFER TO FOUNDATION PLAN FOR ADDITIONAL PIERS REQUIRED. HITCH END 2X8 PT SYP #2 BLOCKING AT MIDSPAN PT 2X8 SYP #2 FJ ® 16" O.C. (TYP.) PRESSURE TREATED DECKING INSTALLED WITH GALVANIZED OR CORROSION RESISTANT FASTENERS x • iV 1 54 1 1 CV cV N N N 5' -0" — 9' -10" MECHANICAL NOTES: 1. INTERIOR DOOR SHALL BE UNDERCUT 1.5 INCHES ABOVE THE FINISHED FLOOR FOR AIR RETURN. 2. RESTROOM VENT FANS SHALL PROVIDE 1 CFM MIN. PER SQUARE FOOT OF RESTROOM FLOOR AREA. 3. FLOOR DUCT SHALL BE INSULATED ALUMINUM. 4. COLEMAN /EVCON EB -17B ELECTRIC FURNACE. 1309 CFM STD. AIR @ .5 IWC ESP. (DR GAS EQUIVALENT) 5. 16'x20' RETURN AIR GRILLE (MIN). m N x x I I t I I T SI'T'E•„ )GITAD UN Ay�- 2'Q70N �,IEA PU1 Dhr rSIGNfD B44 OTRIRS, SUBIJECT "PO LOCAL JURISDICTION. Co I ° I n "co 9' -6" t I I I N -co o I * I t d ■' a aD ▪ in to I in d' I I I t I I I t td- b a0 �' a 00 t0 110 I N I o I In O) O U7 N) d- 6) In U) HITCH END SIMPSON THA -29 JOIST HANGER AT EACH END OF JOIST DBL. SPF #2 FLOOR JOISTS MIN. DBL. P.T. SW #2 2X8 MIN. PERIMETER RAIL AT PORCH 2X8 SW #2 MIN. PERIMETER JOIST 1" GAP FOR SHEATHING AND EXTERIOR SIDING GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE VB OCCUPANCY ALLOWABLE NO. OF FLOORS WIND VELOCITY R -3 1 130 FIRE RATING OF EXT. WALLS 0 PLAN NO. OLD AL,# PLAN NO.NEW GO., Hi1-1:66 ALLOW. FLOOR LOAD 40 APPROVAL DATE 09-25-03 MANUFACTURER HORTON ® C: CODES: SEE NOTES LABELS: GA. THIRD PARTY: HIEBORN. WERNER. CARTER & ASSOCIATES 1627 SOUTH MYRTLE AYE. CLEARWATER. FL 33756 W Z w 5 Q U) } m O M O r7 N O W 0_ W TUB I L\ WIC HOSE BIBB 1/2 KITCHEN D.W. OPT. L 1/2 WASHER \ \ CUT-OFF (TYP.) 3/4 1/2 3/4 3/4 1/2 3/4„, 1/2 344/ K 3/4 3/4j 3/4 1/2 \ CROSSOVER 3/4„,/ \ 3/4 3/4 3/4" THRU FLOOR HOT SUPPLY COLD WATER SUPPLY LINES HOSE BIBB SUPPLY NOTES: SUPPLY LINE SIZING IS BASED ON AN ASSUMED AVAILABLE PRESSURE OF 46 TO 60 PSI AT MAIN INLET AND SHOULD BE VERIFIED PRIOR TO CONSTRUCTION. ALL SUPPLY LINES SHALL BE 3/4" ALL STUB —UPS SHALL BE 1/2" UNLESS OTHERWISE NOTED. ALL SUPPLY RISERS INSTALLED WITH CUT —OFFS UNLESS OTHERWISE NOTED. 1 1 /2" AV ry 2" OTYPICAL TUB (DWV) VTR J STTY L W/C n 3" 3" 3" WATER CLOSET (DWV) REF. MASTER BATH VTR L 3 "� STTY TUB /SHOWER / PT 3 "— LT Boa <i6 \l VTR O.' J o WASHER 1 1/2 "� X18 TO 30" STTY / /PT 2 "— OTYP. WASHER (DWV) 1 1/2" — (2" IF SHOWER ONLY) W/C n 3 "� STTY I 3 "� I LA 3" T 1 1/2" AV LAW STTY PT 1 1/2" M I 1 1/2 "� OTYP. W/C & TUB /SHOWER (DWV) O TYP. LAVY (DWV) REF. SECOND BATH AV OW. OPT. NOTE: PIPING BELOW TO BE SITE INSTALLED BY OTHERS. J VTR L 2" STTY 2 ^— SHOWER 2" / PT 0 KITCHEN SINK (DWV) O TYP. SHOWER (DWV) GEORGIA THIRD PARTY AGENCY APPROVAL CONDO. TYPE VR OCCUPANCY ALLOWABLE NO. OF FLOORS WIND VELOCITY R -3 130 FIRE RATING OF 0 EDT. WALLS PLAN NO OLD AL,# PLAN NO.NEW GT.Q HI'UTBO ALLOW. FLOOR LOAD 40 APPROVAL DATE 09 -25 -03 MANUFACTURER HORTON Rua CODES: SEE NOTES LABELS: GA. THIRD PARTY: HILBORN. WERNER. CARTER i ASSOCIATES 1627 50U3H MYRTLE AVE. CLEARWATER. FL 33756 scotl reoves. horton5 /6/20 .. i 1nz o„ WQ 5" ?zn t,7173 W.0 C2 roEg ode* 0 gYA N o= N U V1 0 � '01 UMBING SCHEMATICS O 2x4 SPF #3 BLOCK FASTENED TO BRACE W/ (4) 0.131" 0 X 3" NAI 2x4x8' SPF #3 LATERAL WIND BRACE LOCATED WITHIN 1' OF MODULE CENTERLINE (TYP. AT EACH ENDWALL). FASTEN TO EACH TRUSS BOTTOM CHORD WITH (2) 0.131 "0 X 3" NAILS ALSO INSTALL 20 GA X 1 -1/2" STEEL STRAP FROM BRACE TO ENDWALL STUD WITH 7 - 7/16" X 3/4" 16 GA STAPLES PER STRAP END. END WALL LATERAL BRACE N.T.S. WALL SHEATHING EDGE FASTENING CHART WALL DESIGNATION: FASTENER EDGE SPACING : 6" 4" 3" 2" 3" PLF CAPACITY: 230 352 451 599 704 902 * EDGE SUPPORTS SHALL BE DOUBLE 2- BY MEMBER GLUE / NAILED TOGETHER TO ALLOW STAGGERING OF FASTENERS ** © + © ASSEMBLIES REQUIRE SHEATHING ON BOTH SIDES OF THE WALL. SHEARWALL FASTENING CHART N.T.S. 5/16" OR 3/8" X 7" LAG SCREWS AT EACH END OF SHEARWALL (5 PER BAY MAX.) RID EACH END OF " X 20 GA STEEL (7) 7/16" X 3/4" X 16 GA CH END (Typ. AT ALL & BOTTOM.) SHEARWALL DESIGNATION LAG SCREWS PER CORNER MIN. SHEARWALL SEGMENT LENGTH 0 2' -6" A B 3 2 -BY SIZE BOTTOM _ DOUBLE S X 1E W/ EA TOP SHEARWAL BLOCKING SAME & SPECIE AS PLATE (Typ.) 1 1/4" STRAPE STAPLES STUDS, 1.5" TO 1.75" 2" TO 3" 2" TO 3" 2" TO 3" EMS:3 i „ i 1111 3' -6" D E 6 5' —O" E 7 3' -6" 8 5' -0" F I I I ii, I I 5/16" OR 3/8" X 7" LAG SCREWS AT EACH END OF SHEARWALL (5 PER BAY MAX.) RID EACH END OF " X 20 GA STEEL (7) 7/16" X 3/4" X 16 GA CH END (Typ. AT ALL & BOTTOM.) SHEARWALL DESIGNATION LAG SCREWS PER CORNER MIN. SHEARWALL SEGMENT LENGTH 0 2' -6" A B 3 3' -0" 4 3' -0" C 6 3' -6" D E 6 5' —O" E 7 3' -6" 8 5' -0" F SHEARWALL DETAIL N.T.S. NOTES: BOUNDRIES 0 II I AAIMEEF SIDEWALL STAGGER JOINTS 48' 0.C. 1. ROOF SHEATHING : 15/32" PLYWOOD OR 7/16" OSB RATED SHEATHING , EXP. I , FASTENED WITH 8d COMMON NAILS. 2. BOUNDRIY BLOCKING SHALL BE 2 X 6 SPF # 2 MIN. EXCEPT WHEN FASTENER SPACING IS 2 1/2" OR 2 O.C. AND ADDITIONAL 2- BY MEMBER SHALL BE GLUE / NAILED TO 2 X 6 TO ALLOW STAGGERING OF FASTENERS. 3. EDGE BLOCKING SHALL BE 2- BY MEMBERS EXCEPT WHEN FASTENER SPACING IS 2 1/2" OR 2' O.C. BLOCKING SHALL BE DOUBLE 2- BY MEMBERS GLUE NAILED TOGETHER TO ALLOW STAGGERING OF FASTENERS. 4. FASTENER SPACING CHART BOUNDRIES : EDGES : FIELD : ROOF PITCH (a) O1 6.92:12< a .7:12 0 2.25: 12< a 56.92:12 O O O O 6" 6" 4" 2 1/2" 6" 6" 6" 4 12" 12" 12" 12" 25' 29' 39' 40' 40' 40' 40' 40' NOTE : FASTENER SPACING CHART ABOVE IS BASED ON: - 26' -8" BUILDING WIDTH - NO OPENING IN ROOF SHEATHING EXCEEDING 12'0 - MAXIMUM SIDEWALL HEIGHT OF 8' -0" - MAXIMUM WIND SPEED OF 110 MPH (SBC) ROOF SHEATHING DETAIL N.T.S. U W Z • 8j U N 3 E' 5 60 ALL EDGES MUST BE BLOCKED EXCEPT FOR 1 A 1 FASTENING MAXIMUM DISTANCE FROM CENTERUNE OF BUILDING GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE MB OCCUPANCY R -3 ALLOWABLE NO. 1 OF FLOORS WIND VELOCITY 130 FIRE RATING OF EXT. WALLS 0 PLAN NO. OLD AL.j' PLAN NO.NEW Go.K I+T' -I200 ALLOW. FLOOR LOAD 40 APPROVAL DATE 07 -25 -03 MANUFACTURER HORTON WIVCq CODES: SEE NOTES LABELS: GA. THIRD PAR17: HILBORN. WERNER. CARTER & ASSOCIATES 627 SOUTH MYRTLE AVE CLEARWATER. FL 33756 DWG. #:1447 -4288 Z N V1 rn w < o w ce 0 < 0 V) 0 w 3 J T1' MATELINE n n II II II Ir Ll II II II n n n n n n II II II II II II II II II II --- 4--- II--- -TI--- -I-I -- II II II II „ II II1_ II II II II II II -- I+- - --11- -- I-I-- -14 - -- ar �z YA]! iif az* YAX zP zr az. AI OUTLOOKER DETAIL — PLAN VIEW ImIAX MAX - — -I-I_i I ar YIAX 32' SPLICE DLOCK Af KINGPOSf E M0171LAN SETIP MMAW. FOR FASTENING SPECS. SIMPSON H2 HI.CAN E fE EACH SIDE OP REAM 10 51U7 COLUMN. ( (EE DTL. 4 1H PAC:) FASTEN TOP PLATE 101155 AS PER TYPICAL CRO55 (EClIGTI 5117EWALL TYPICAL f21.155 269 PLAT SPP MN OUTLOOKER FASTENED Al EACH TXt155INTMECiION WITH 2 • PER WATER WmH I" MN. PENETRATION. 2X6 5PF MN FASCIA OISOMETRIC FIELD IN5fA.LEt2 GA3LE PRAMNG FROM 269 S'F MN. VERTICALS St'ALE016 "0.C. FOR 5-EA-HMG. f0 Et INSfPLLEO AFTER Tit HINGED PORTION OF TFE ROOF 15 RA(O. FASTEN PERIMETER OF FRAMING 10 WED AND CH0095Of 12655 WITH TT8 WOOD SW5 ( 1.25" MN PENETRATION) 16" 0L. MAX. 2X2 MN. 5PP 413 FILLER PETWEEN OLIfLOOKERS Af HINGED AREA FASTENED 12 "0L. WITH 2 I/ 2 "XI56A 5fAPI.E5INFO EN0 16155. FIELD IN5IALLED 2X1 5PF MN. 51117 1OENALED DETWEEN 12655 WEAVERS. MOM TIES AS PER TYPICAL GE1AL5 REF. TYPICAL CRo55 (EC110N5 FOR STRAPPING INFORMATION. REF TYPICAL CRO55 %0110N5 FOR A701110NAL INFORMATION. REF. TYPICAL 01055 5EC110N5 POR STRAPPING INFORMATION REF. TYPICAL 0W05. FOE FLOGS INFORMATION ENDWALL DETAIL (7:12 ROOF TRANSVERSE BEAM) VRPLE FLOOR J05f5 (kNEAIH caUMJ/ DEAM EXTEND OUTLOOKER GREATER THAN 3r FROM ENDWALL AS SHOWN. 100F 17fCKING (RrP. DIL. Rr9 FOR INP0RMA110■) 12175510? CHORD (01115(65 S'PCUl7 8" O.C. • REF. PEfAIL 6/ RF -I OP IW. CONSTRUCTION 0EfA9 ) 2X6 5PF MN FASCIA FA51ENE0 W/ 3 - 5 "5.120 GW NAILS PER OUI OO6ER. VERTICAL TRUSS WAVER (1YP) 3 OUTLOOKER DETAIL — PLAN VIEW 1'11 269 5PF 41-5 MN FLAP OU1L006ER ONE(I) tt8WOW SCREWPER RAFTER (MN. I" 55151RATION) TRUSS KINCP09f 0116. 1 1/ 2' LVL REAMS 5EE PLAN FORAM IWO. (FASTEN fOGEf4ER W/ 5 "X.120 GLN NM.512 "00. SfMCtREO PN17 aLEO) DEAM STIFFENER (DEPhEEN 1NYf665) Af 50111E495 Cl" DEAN. STRAP TRUSS KINGPOSf TO TWO OUTER COLUMN 51175 (9404N 0A6-WD FOR CLAl91Y) Will 26 GA X 1 I/ 2" MEfAL STOP FASTENED N/ 9IIGAXI " MN. me. STAPLES. BEAM ANCHORING DETAIL FOUR (9) STLt7 cau1MJ EENEANH DEAM(100% GLLR /NALED). PA0 OUTER 51625 (510AN OARED TO DE A70E0 AFTER REAM ANCHOR 15 INSfALLEO. GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE VR OCCUPANCY ALLOWABLE NO. OF FLOORS WIND VELOCITY R -3 130 FIRE RATING OF EXT. WALLS 0 PLAN NO. OLD AL.# PLAN NO.NEW 00.1 I+1-I:66 ALLOW. FLOOR LOAD 40 APPROVAL DATE 09-25-03 MANUFACTURER HORTON CODES: SEE NOTES LABELS: GA. THIRD PARTY: MLBORN. WERNER. CARTER & ASSOCIATES 677 SOUTH MYRTLE AVE CLEARWATER. FL 33756 m F- W O_ W 0 0 O a a N B 6 °z W 01 —J -J z W TOP PLATE TO ROOF SYSTEM FASTENING END WALLS W/ #8 X 4" SCREWS 2 TO 3 PER 16° CAVITY LISTED ROOF TRUSS AT 16" 0. C. * TOP CHORD LIVE LOAD = 20 PSF TOP CHORD DEAD LOAD = 10 PSF BOTTOM CHORD TOTAL LOAD = 10 PSF NOTE: TRUSSES WITHIN 4' -0" OF END OF FLOOR (ENDZONE) TO BE 8 "OC R -30 MN. INSULATION BATTEN KRAFT BACKED OR FOIL BACKED USED WHEN 4 MIL. POLY OMITTED* - (TOTAL CEILING =R -31) *WHEN BLOWN -IN INSULATION IS USED VAPOR BARRIER NOT EXCEEDING 1 PERM MAX. SHALL BE INSTALLED 1-1/4" X 26 GA. X LENGTH METAL STRAP FASTENED W/ 5- 7/16" X 1" X 14 GA. STAPLES PER STRAP END AT EACH TRUSS (TYPICAL AT SIDEWALLS WITHOUT OVERHANG) (1) 4" X #8 SCREW PER RAFTER END WALL TO SIDE WALL FASTENING 3" X .120 GUN NAILS OR #8 X 2 1/2" SCREW OR 7t'16" X 3" X 14 GA. STAPLES 5 TO 9" 0.C. - OPTIONAL OVERHEAD DUCT (HVAC) SYSTEM (SEE PLANS FOR INFORMATION) RIDGE BEAM REFER TO STATE PACKAGE(OR FLOOR PLAN) FOR LAMINATED BEAM SPECS., FASTENING, AND SPANS (TYP.) FIELD FASTENED W /16d NAILS TOE NAILED 8" 0.C. EACH SIDE (NOTE: ENDWALL FASTENING FROM UNIT TO UNIT IS NOT REQUIRED.) FIBERGLASS SHINGLES CLASS 'A' RATED (MIN) AS PER ASTM E108 INSTALLED PER MANUF. INSTRUCTIONS. (IBC NOTE: SHINGLES SHALL COMPLY WITH ASTM D225 OR 03462) 12 2.25 MIN 2 LAYER 15# FELT JOINTS TO OVERLAP OR EQUAL SHINGLE UNDERLAYMENT COMPLYING WITH ASTM D226 (2 LAYERS RQD. ON ROOF PITCH OF 112 OR LESS) - SHALL BE FASTENED WITH CORROSION RESISTANT FASTENERS. ATTIC VENTILATION 7.00 MAX 2 X 3 MIN TOP & BOTTOM RUNNERS REF TO ROOF DRAWINGS RF -1 . ca9 Li , w'o (k� ! _ cS N ' �' LLl � F:-,-E., �;., U 1 SQ.FT. OF NET VENT AREA PER 300 SQ. FT. OF ROOF AREA TO BE PROVIDED BY GABLE AND /OR RIDGE VENTS AND VENTED SOFFIT ROOF DECKING: 15/32 "(CDX) PLYWOOD W/ CUPS OR 7/16 ORIENTED STRAND BOARD WOOD BEARING STRIP (TYP. AT SIDEWALL AND MARRIAGE WALL) 2 X4 SPF #2 MIN. SIDE RAIL BUTT JOINTS SHALL BE SPLICED ACC TO DWG. RF -1 4 MIL. VAPOR BARRIER MIN REF DRAWING #RF -1 AIR INFILTRATION SEALED BETWEEN EXTERIOR WALLS & END WALLS, TOP & BOTTOM PLATES TO ROOF SYSTEM & FLOOR SYSTEM W/ 1/8" X 1/2' PUTTY TAPE, 1/8" X 1/4 FOAM TAPE OR CAULKING PUTTY MAY BE INST. ON EXTERIOR 15# FELT COMPLYING WITH ASTM D226 TYPE 1 OVER ALL SHEATHING TO PROVIDE A CONT. WATER RESISTIVE BARRIER BEHIND EXT. BRICK, CONC. OR STONE VENEER (NOT ROD. FOR LAP SIDING - SEE CODES) BOTTOM PLATE TO FLOOR SYSTEM FASTENING 2 TO 3 - 3 1/4" X .131 GUN NAILS PER 16" CAVITY REF. DETAIL 6 /RF -1 FOR STRAPPING REQUIREMENTS (TYPICAL AT SIDEWALLS, ENDWALLS AND MARRIAGE WALLS) FOUNDATION -REF. TO , FOUNDATION DRAWINGS 7' -6" MN. 9' -0" MAX. SIDEWALL HEIGHT 2X4 SPF #2 OR SYP #2 STUBS W 16 "O.C. FULL LENGTH FROM FLOOR JOIST TO BOTTOM CHORD OF TRUSS. 7' -6" MIN. 9' -0" MAX. CEILING HT. AT MATELINE ATTIC ACCESS OPENING NOT LESS THAN 22" X 30" FOR ATTIC AREA HAVING CLEAR HT. 30" OR GREATER REF TO DRAWING RF -1 26 GA X 1 1/4' STEEL STRAP FROM TRUSS TO WALL STUD AND /OR FROM RIDGE BEAM TO WALL STUD AT ECH TRUSS WITH (5) 14GA. X 1" STAPLES PER END PLUS STRAPS W OPNG. COLUMNS PER FLOOR PLAN (TYP. EACH MARRIAGE WALL) MARRIAGE WALL STUDS 2X4 SPF #2 W 16" O.C. MAX. 3/4" T & G PLYWOOD-REF TO DRAWING -1 OR 23/32" ORIENTED STRAND BOARD JOIST HANGERS SHALL HAVE 400# MIN.CAPACITY. \-- CEIUNG MATERIAL 2 X 4 TOP PLATE REF. TO DRAWING #TF -1 CRIPPLE STUDS 2x4 SPF #2 0 16" O.C: 2x HEADER PER APPROVED STRUCTURAL PACKAGE SILL PLATE 2x4 SPF #2 CRIPPLE STUDS 2x4 SPF #2 0 16" O.C. 12" AX. 2X8 # SW 0 16 "O.C. \ REFER TO FLOOR DRAWING FL -1 48 "0 C.SID 0 SID 1. MIN • N -•TIO GERS TYP. 2X2 OR HANGERS TYP. 2X2 OR HANGERS TYP ER FOUNDATION SUBJECT TO LOCAL CODES & INSPECTION TRANSIT COVER BOTTOM BOARD OR 6 MIL. POLY CROSS SECTION (2) 2X8 SYP #2 RIM JOIST EACH HALF. STAGGER BUTT JOINTS 4' APART MINIMUM EACH HALF, UMIT SPUTS IN ALL RIM JOISTS TO 7 " MAXIMUM. N. T.S. 4 MIL. POLY VAPOR BARRIER MARRIAGE UNE PIER AND FOOTING. SEE FOUNDATION PLAN FOR LOCATIONS (SUBJECT TO LOCAL JURISDICTION.) R -22 BLANKET INSULATION MIN. (TOTAL FLOOR ASSEMBLY =R -23) 5X10 OR 5X14 ALUM HEAT DUCT SUPPORTED 8' -0" O.C. WRAPPED R -5 INSULATION MIN.- R -7 (UNLESS OTHERWISE NOTED ON FLOOR PLAN) VENTING TRUSSES FASTENED TO STUDS SEE DWG. RF -1 FOR INFORMATION INTO EACH THROUGH PLATE TRUSS BOTTOM CHORD O EXTERIOR SIDING REF TO DRAWING #EXS -1 TYPICAL WINDOW (SEE PLAN) INSULATION R -15 KRAFT BACKED OR FOIL BACKED (TOTAL WALL ASSEMBLY =R -16) EXTERIOR WALL STRUCTURAL BRACING SIDEWALLS: INSTALLATION: STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUSLY FROM TOP TO BOTTOM PLATE W/ SHEATHING EDGES EXTENDING 3/4" MINIMUM OVER 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. A MINIMUM OF 3 FOUR FOOT SECTIONS OF SHEATHING PER SIDEWALL SHALL HAVE ALL EDGES BLOCKED. SPACE BLOCKED SECTIONS EVENLY ALONG EACH SIDEWALL BRACING MATERIAL 3/8" APA RATED SHEATHING, EXP. -1, EXP. -2, EXT., OR 3/8" APA RATED SIDING EXT. FASTENED W/ 8d COMMON OR GALV. BOX NAILS 6" O.C. EDGES AND 12" O.C. IN THE FIELD. (OPT 7/16X1 1/2 "X14 GA STAPLES) ENDWALLS: INSTALLATION: STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP OF TRUSS TOP CHORD TO 3/4" MINIMUM BELOW TOP OF RIM JOIST W/ ALL SHEATHING EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. BRACING MATERIAL: 3/8" APA RATED SHEATHING, EXP. -1, EXP. -2, EXT., OR 3/8" APA RATED SIDING EXT. FASTENED W/ Bd COMMON OR GALV. BOX NAILS. SEE SHEARWALL FASTENING CHART FOR FASTENER SPACING. 2 X 8 #2 SW (MIN) RIM JOIST REFER TO FLOOR DRAWING FL -1 0 N 0 0 0 M NOTE' ALL PLUMBING IN EXTERIOR WALLS PROTECTED FROM FREEZING WITH INSULATION . INTERIOR FINISH MATERIAL: CEILING: 1/2 INCH GYPSUM BOARD INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. (STIPPLE FINISH) WALLS: 3/8° THICK (MIN) VINYL COVERED GYPSUM BOARD 3/8° THICK (MIN) UNFINISHED (PAPERBACK) GYPSUM FLOOR: BLOCK, TILE, OR LINOLEUM IN BATHROOM AND OTHER WET AREAS. CARPET, BLOCK TILE, OR LINOLEUM INSTALLED IN ALL OTHER AREAS. (IN ALL BATH AREAS INSTALL WATER PROTECTION) EXTERIOR FINISH MATERIAL ROOF: FIBERGLASS SHINGLES OVER 2 LAYERS OF 15# FELT FOR ROOF PITCHES OF 2:12 TO 4:10 AND 1 LAYER FOR PITCHES GREATER THAN 4:12. ROOF OPTION: 45 MIL. BLACK RUBBER ROOF MEMBRANE COVERING INSTALLED PER MANUFACTURER'S INST. ROOF OPTION: 30 GA. GALVANIZED METAL ROOF COVERING INSTALLED PER MANUFACTURER'S INSTRUCTIONS. WALL: REFER TO TYPICAL DRAWING # EXS -1. GEORGIA THIRD PARTY AGENCY APPROVAL CONST. TYPE OCCUPANCY ALLOWABLE NO. OF FLOORS WIND VELOCITY VB R -3 130 FIRE RATING OF EDT. WALLS 0 PLAN NO. OLD AL,# PLAN NO NEW 00.1 Hi1-1700 ALLOW. FLOOR LOAD 40 APPROVAL DATE 00 -25 -03 MANUFACTURER HORTON EVCR CODES: SEE NOTES LABELS: GA. THIRD PARTY: HILBORN, WERNER, CARTER A ASSOCIATES 627 SOUTH MYRTLE AVE, CLEARWATER, FL 33756 horlon5 /6/2003 DWG. #:1447 -4288 41 wZ O • Uy J 0 0 N s DRAWN BY: S.R. SCALE: AS NOTED 09 -23 -03 Q z 0 U U) In U) 0 U Z 0 F- z z 0 L. l,. Ir 0 a 0 0 'n o N F_ F ~ U w CC0 F.-m z0 or_ !U/1 o > L.) 0 X r woQ UOD< 0 N U U Z o U W w z 80 U el W5" a N m d N 0 co C9 CT) I (D N 48' -0" 56'- co -co I _ .1 N -f- 8, L7 - 5' -0" 18X24 MIN. CRAWL SPACE (LOCATION MAY VARY) ACCESS 8X16 CONCRETE BLOCK 24 "X24 "X8" DEEP CONCRETE FOOTING (TYP.) r - -1 r— I I I I I I I I L - -J L - -J I m I 5' -0" 5' -0" I III I L -T -J 8X16 VENTS COVERED WITH CORROSION RESISTANT WIRE MESH OF NOT LESS THAN 1/4" AND NOT MORE THAN 1/2" IN ANY DIMENSION (HORIZ OR VERT) _SEE ELEVATION PRINT FOR VENTING REQUIREMENTS. (ACTUAL LOCATION OF VENTS MAY VARY) 5' -O" J 16'X16'X8' CONCRETE BLOCK FILLED WITH GROUT WITH 28'X28'X12' DEEP CONCRETE FOOTING (TYP) - RIDGE BEAM SUPPORTS (SHOWN HATCHED ON PLAN.) r--1 r - --1 r - --1 I I I I I I I I I I I I - L - J L - _ I L - -J 34' -10" PIER TO EC CONCRETE PRIED 11'16' GNU PER GRADE 111111 =III - 11- VIII =111111 111111: _ " "" . r._ 111111 TYP.MATE LINE ERS OEPMH BELOW CRUX IS SUBJECT TO LOCAL CODES 4- #4 REBAR EMU WAY SLL AMYL CUf OJf 10 PLLON FCC CONIIR51FXNG c' Nlf 0,142 E5255 B0.f CUf Off 10 AVOEE MK}L';? If0.f5IN1ER- FEZO S WIIM FLOCK J01515. RA T Z 16d COMMON NAIL INSTALLED FROM RIM JOIST TO SILL PLATE AT 6" O.C. AROUND ENTIRE PERIMETER OF BUILDING. ALSO PROVIDE SIMPSON LTP4 (OR EQUAL) FROM BAND JOIST (THRU SHEATHING) TO SILL PLATE AT 16 "O.C. ALONG SIDEWALLS (FIRST 6' -8" FROM ENDWALLS) AND 24" ALONG ENDWALLS. 1/2 "X15" ANCHOR BOLT, THREADED AT THE TOP AND SECURED WITH NUT AND WASHER. ANCHORS LOCATED AT CORNERS WITH FIRST SUBSEQUENT ANCHOR SPACED 3' -0' O.C. FROM CORNER. ALL REMAINING ANCHORS SPACED 6' -0' O.C. MAX. ON SIDEWALLS AND 3' -0' O.C. ON ENDWALLS (SEE OPTION NOTE) #5 BAR SET VERTICAL AT EACH ANCHOR BOLT LOCATION (SEE OPTION NOTE) FOOTING MUST EXTEND BELOW FROST UNE. SECTION A (SEE PLAN THIS PAGE) 5' -0" 5' -O" 4" CONCRETE SLAB REINFORCED WITH 6X6X10 GA. WELDED WIRE MESH OVER COMPACTED FILL (TYPICAL EACH STOOP) 4' -10" MARRIAGE WALL OPENING 6' -4 "\ (2500L GROUND AN UPLIFT CAP 8' -4" BCHOR ACITY 5' -10 "— I I EWE 0 L H ELI-7 L11 GROUND ANCHOR UPLIFT CAPACITY MINUM _ HUH END COONU01.15 CONCRETE DLOCK WALL (ORGbf IN PLACE) W11H8 "( PUP) X2' "(WH2E) MINIMUM room kEINfORCE17 PER LOCAL F.EQUITNEN15. OPTION NOTE: IN LIEU OF VERTICAL REBAR AND ANCHOR BOLTS, PRE - MANUFACTURED MUDSILL ANCHORS OE: SIMPLEX, USP) MAY BE USED. IF USED, MUDSILL ANCHORS MUST BE INSTALLED ACCORDING TO MFRS INSTRUCTIONS AND ARE SUBJECT TO LOCAL JURISDICTION. 0 Z 00 00 N J r - L ENDWALL PORCH DETAIL BEAM TO POST FASTENING - 2. 1 1/2 "x26 GA. STRAPS FASTENED W/ 14 GA.x1" MIN. PEN. STAPLES 7 PER END. (TYP.) APPROVED HEADER (SEE PKG) t T I. I ;� : POSTS 54' ..-O.C. MAX. P.T. 4x4 S ` SIMPSON AC4 POST CAP FASTENED AS \ REQUIRED (TYP.) SIMPSON BC4 BASE / CAP FASTENED REQUIRED AS REQUIRED /� 4!I,.I __ _.%_(TYP.) _ - Oil' 1 ALL EXPOSED MATERIALS TO BE WEATHER RESISTANT ALL FASTENERS TO BE CORROSION RESISTANT 2x4 TOP PLATE rl'�TT- T— HITCH END DRAIN HOLES,TYP. EXTERIOR SIDING OSB SHEATHING 2X8 P.T. SYP #3 PORCH PERIMETER JOISTS MIN. 05 -27 -03 CARTER �' MODULAR CODES: SEE NOTES LABELS: Ga. w T1660 P.m, 6 "6055, 0ER"ER. 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