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11-0374 Ouellette_4of5
las m 4 Ali Electrical comp{y uti-itl Code_ cr Georwti of ‘c)v14/4-1 1 11-07-r"WS tz. o-0-0 6-3t L1 HCH HAND CRAFTED HOMES PLANT LOCATION: 101 EASTERN MINERALS ROAD HENDERSON, NC 27536 PHONE (252) 436-0001 FAX (252) 430-6662 AN HHHurvr COMPANY ATTENTION LOCAL INSPECTIONS DEPARTMENT: The following items have not been completed by HandCrafted Homes, have not been inspected by NTA. Inc, and are not certified by a state modular label. (See Applicable State Codes to the right for state.) Code compliance must be determined at the local level: Foundation Porches; decks-and steps HVAC systems Plumbing Connections at site Electrical connections at site Any items marked on Included prints as "BY BUILDER" or with the " #" symbol FORCED AIR HEAT DESIGNED, SUPPLIED AND INSTALLED BY BUILDER, ATTENTION LOCAL INSPECTIONS DEPARTMENT: Set -up instructions for this modular unit are included in these plans. r st N.;Alonai Electric 2.ditiori and State andrnent4 .4 IRC Sec. R309.2J SEPARATION REQUIRED. Garages (parking teas) berlsot61 ho itable rooms shall be separated -from all habitable rooms above by not less than 518 -inch Type X gypsum board or equivalent. teetd. Typo: Or _I Fr wt , w, 44 , 411?.iir MMwebi6 No. , elf FrOOYSI • MCI vetrx. ?a.;: kv1PE Pre Ratinf' eiAlwiar 1Nzit_:: ., reef Live Loed: •21") Haar lire Load: `ice %fr Pico RePieeger, i1n2-42-k t'PAFt !7. A. rf>•r. ............... • .... • APPLICABLE STATE BUILDING CODES: GEORGIA: 2006 INTERNATIONAL RESIDENTIAL CODE WITH 2007,2008,2009,2010,AND 2011 AMENDMENTS 2006 INTERNATIONAL PLUMBING CODE WITH 20072008,20092010,AND 2011 AMENDMENTS 2008 NATIONAL ELECTRICAL CODE WITH 2009 AMENDMENTS %666IECC \MTH 2008 SUPPLEMENT AND 2008,2009.2010, AND 2001 AMENDMENTS SET BACKS REQUIRED E FRONT z REAR _ 2oI Sit. NOTES: 1. IT IS THE BUILDERS RESPONSIBILITY TO INSURE THAT ALL INFORMATION IN THIS PACKAGE COMPLIES TO STATE AND LOCAL ORDINANCES. 2. ALL HVAC EQUIPMENT IS SUPPLIED AND INSTALLED BY BUILDER PER STATE AND LOCAL CODES. 3. BUILDER IS RESPONSIBLE FOR ALL SERVICE ENTRY CONNECTIONS TO MAIN SERVICE PANEL. 4. BUILDER IS RESPONSIBLE FOR ALL PLUMBING CONNECTIONS UNDER 1st FLOOR JOIST AND ALL CONNECTIONS BETWEEN 1st FLOOR CEILING AND 2nd FLOOR JOIST. 5. ALL FASTENING AND FOUNDATION DESIGN MUST COMPLY TO SHEETS 6.1 & 9.2 FOR 110.130 MPH 3 SEC GUST ZONES. 6. THIS UNIT MUST BE CONNECTED TO A PUBLIC WATER SUPPLY AND SEWER SYSTEM IF THESE ARE AVAILIABLE AVERAGE ELEVATIQN_ J ATTENTION LOCAL INSPECTIONS DEPARTMENT: DESIGNED FOR COASTAL HIGH HAZARD ATTENTION LOCAL INSPECTIONS DEPARTMENT: THE TWO 0_0SE BIBS ACCESSIBLE FORM GRADE ARE THE RESP!I 1 •I LITY OF THE ON SITE BUILDER, -0\k Sect, R- 311,5,5 HANDRAILS & R•312 GUARDRAILS Stairs more than 30" in height require 0 ) 34 "/38" handraiis. - Porches, balconies, ramp & decks more than 30" above grade require 36" guardrails, Largest Opening permitted is 4" DRAWING INDE 01 COVER PAGE 02.1 GENERAL NOTES 03.1 FLOOR PLANS 04.1 ELECTRICAL LAY c UTS 05.1 EXTERIOR ELEVAT 06.1 FOUNDATIONS 07.1 DRAIN -WASTE -VENT 06.1 WATER SUPPLY SCH 09.1 -2 CROSS SECTIONS 10.1 SCHEDULES 11.1 FRAMING DETAILS 11.3 DRYER NOTES CALCULATIONS RESCHECK 1 ELECTRICAL LOAD 1 TRUSS DETAILS 1 CHEMATICS MATICS "An ApprmSAC Set •,f cicir.s &lust Reenedn on .,ob Site at All Times" ALL WIRING, SERVICE INC MUST BE CO NQALUMIU Section 9, sub Tybee Land D LUDED PPER NM ALLOWED - section 8 -2 -A ;velopment Code SPACE BELOW FLOOt) Hydrostatic vents required enpiosed space below floct vent required for each 1 Bottom of vent must it ei_vstlon, Vents must bs pe mit water to flow, DESIGN CRITERIA: OCCUPANCY: RESIDENTIAL, R -3 CONSTRUCTION TYPE: TYPE VB ASCE 7.05 FLOOR LOADS: FIRST FLOOR LIVE LOAD: 40 PSF FIRST FLOOR DEAD LOAD: 10 PSF SECOND FLOOR LIVE LOAD: 40 PSF SECOND FLOOR DEAD LOAD: 10 PSF ROOF LOADS: LWE LOAD: 20 PSF DEAD LOAD: 10 PSF WIND LOAD: 130 MPH (3- second gust) EXPOSURE C SEISMIC: CATAGORY •D2' ZONE: 2 TENANT SEPARATION FIRE RATING; N/A EXTERIOR WALL FIRE RATING' N/A (AE -Zone) to relieve water pressure In elevation. 1 square inch of square foot of floor area. ..:, 1.:_ 4 4.,.4 .4 the grads Noah I IVV4 of 1118 grade ►laced In oppoeito walls to Special FIc b Hazard Zones Finished tto r elevation I foot minimum all ve BFE. No interior finishes, Ails designed to allow entry and a of water, no mechanical equipment, wkly parking, limited storage and building access below BFE. 3RD PARTY SEAL 05/1912011 INC. npxa a am a Gueeral ctea lot aura•.* Cr a pace arrydeaeCn of fe-uta'PM..r■ 'Xi.rarnen.o. cpicaea Slum CPru. DATE REVISION SY DATE REVISION SY 04-08 -II REVISION 'lc 03 -06.11 REVISION Nc 04-18 -11 almond gel :sIR 03.15 -11 REVISION 'my COS 4/4/11 Per re0ues1 41//11 per rec,uest ODE 1/6/11 tensest uei: CST. 2 STORY ft ci ! (c rn, e S 101 Eastern Minerals Road. Henderson, N.C. 27537 Phone: 252- 436 -0001 Fax: 252 - 430 -6662 COASTAL HOMES I- ILtNA.MF. P -19 -1669 Ouellette 2/28/2011 SERIAL NUMBER: PAGE: ALL CONSTRUCTION MUST COMPLY WITH THE SSTD I O —gar _.AND THE IBC ONE AND TWO FAkilLY DWELLING CODE Zao( ■ EDITION "1ND STATE OF GEORGIA AMENDMENTS iv! Pit,rr^;sinq lilstalisiI ;iis must corrmpiy with The International Plumbing �• '�'-- "ZOQ_rEdition and State Pr,S iii a qi .: mentiments Iq SO� G ,St / EQUIREMENT A minimum of (2) means of egress shall be provided and shall be arranged to minimize the possibility that both might be rendered impassible by the same emergency condition, S.Ctlin 9- 050(C) i FOUNDATION NOTES: 1.THIS FOUNDATION IS BASED UPON THE FOLLOWING LOADING CONDITIONS: ROOF LIVE LOAD: 20 PSF FLOOR LIVE LOAD: 40 PSF WIND LOADING: 130 MPH (3 SEC. GUST) MINIMUM ALLOWABLE SOIL BEARING: 2,000 PSF IF THESE CONDITIONS CANNOT BE VERIFIED ( #), THEN THE FOUNDATION MUST BE ADJUSTED BY A REGISTERED ARCHITECT OR ENGINEER IN ACCORDANCE WITH GOOD ENGINEERING PRACTICE. 2. ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH (FC) OF 2,500 PSI ALL STEEL TO BE GRADE 40 OR BETTER, STEEL MUST COMPLY WITH ASTM A615. 3. ALL MASONRY UNITS ARE TO BE LAID IN TYPE "M" OR "S" MORTAR, HOLLOW MASONRY PIERS TO TO BE CAPPED WITH 4" SOLID MASONRY FOR 1 STORY & 8" SOLID MASONRY FOR 2 & 2112 STORIES. SEE APPLICABLE CODES FOR ALTERNATE METHODS. 4. THE CRAWLSPACE MUST BE PROVIDED WITH AN ACCESS PANEL MEASURING 18 "X24 ". IF MECHANICAL EQUIPMENT IS LOCATED IN CRAWLSPACE AREA. THE ACCESS TO BE 22" WIDE X 30" HIGH MINIMUM. 5. CRAWLSPACE AREA SHALL BE PROVIDED WITH VENTILATION OPENINGS THROUGH THE FOUNDATION WALL. THE MINIMUM AREA OF VENTILATION SHALL BE 1 SQ FT FOR EACH 150 SQ FT OF UNDER FLOOR SPACE. THIS NUMBER MAY BE REDUCED DEPENDING ON LOCAL CODE JURISDICTIONS. THE VENTILATION OPENINGS SHALL BE PLACED WITHIN 3 FT OF EACH CORNER OF THE BUILDING AND MAY BE CORROSION- RESISTANT WIRE MESH WITH THE LEAST DIMENSION BEING 1/8 ". EXCEPTIONS EXIST THAT MAY REDUCE THE NUMBER OF FOUNDATION VENTS, TYPE OF VENT OR REQUIRE AN APPROVED VAPOR BARRIER IT IS THE RESPONSIBLTY OF THE BUILDER OR OWNER TO COMPLY WITH LOCAL CODES AND REQUIREMENTS. 6. ALL FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED SOIL OR ENGINEERED FILL. EXTERIOR FOOTINGS SHALL EXTEND BELOW APPLICABLE FROST LINE AND AT LEAST 12 INCHES BELOW THE UNDISTURBED SOIL. SEE APPLICABLE CODES FOR EXCEPTIONS. 7. FINISH GRADE SHALL FALL AWAY A MINIMUM OF 6 INCHES WITHIN THE THE FIRST 10 FEET. 8. PROVIDE TERMITE SHIELDS AS REQUIRED BY LOCAL CODE AND SUSCEPTIBLY. 9. FOUNDATION TO BE COMPLETED BY THE BUILDER INCLUDING FOOTING DRAINS, VAPOR BARRIER, SILL PLATES, WATER- PROOFING, INSULATION, BACKFILL AND ALL FINISH WORK. ALL WORK MUST COMPLY WITH STATE AND LOCAL CODES AS WELL AS PROFESSIONAL STANDARDS. 10. FOUNDATION WALLS SHALL EXTEND AT LEAST 8 INCHES ABOVE GRADE. 11. THE DRYER VENT SHALL BE VENTED TO THE OUTSIDE OF THE FOUNDATION SPACE. 12. MINIMUM SOIL BEARING OF 2,000 LBS. PER SQ FT. 13. CRAWLSPACE TO BE CLEAN AND FREE OF DEBRIS MA 6MIL POLY VAPOR BARRIER WHICH IS REQUIRED (R 408.2). 14. BASEMENT DOORS & WINDOWS ARE THE RESPONSIBLITY OF THE BUILDER OR OWNER. 15. FULL BASEMENT HOUSES THE FOUNDATION WALLS MUST BE FULLY GROUTED BELOW GRADE OR PLAIN CONCRETE. HEAT NOTES: 1. SEE SCHEDULES PAGE FOR INSULATION REQUIREMENTS. 2. ALL WINDOWS AND DOORS ARE TO BE WEATHERSTRIPPED. 3. SEE WINDOW SCHEDULE FOR 'U' VALUES OF WINDOWS AND DOORS. 4. CONNECTED ELECTRIC BASEBOARD HEAT LOAD WILL NOT EXCEED 80% OF ITS CAPACITY (3750 WATTS OR 15' OF HEAT BASED ON 1' -0" = 250 WATTS). 5. 1-0" OF HYDRONIC BASEBOARD = 580 BTUH AT 180 DEGREES WATER TEMPERATURE. 6. FOR HWBB HEAT SYSTEMS THE MANUFACTURER SUPPLIES THE COVER, ELEMENTS, CAPS, ELBOWS WITH BLEEDER VALVE AND (2) SECTIONS OF TYPE 'M' COPPER PIPE STUBBED THROUGH THE FLOOR. ALL ELSE IS THE RESPONSIBILITY OF THE BUILDER. 7. A FRAMED CHASE CAN BE PROVIDED UPON THE REQUEST OF THE BUILDER. THE CHASE CAN BE USED FOR FLUE(S) OR DUCTS TO BE INSTALLED ON SITE BY BUILDER. ogle Hood Hazard Zonl9 A. BFE.A1E. U .Cre.e -b yea lie Wrier finishes, wails designed to allow miry etas mit of deter, no mechanical a quipment Only panda, MOW storage alsd building access below liFEE. ELECTRICAL NOTES: 1. ALL WIRING TO BE IN ACCORDANCE WITH THE LATEST ADOPTED NEC. 2. BUILDER IS RESPONSIBLE FOR PERFORMING COMPLETE CIRCUIT TESTING PRIOR TO SERVICE CONNECTION FOR ALL SITE WIRING. 3. EXTERIOR WEATHERPROOF RECEPTACLES AND LIGHT FIXTURES SHIPPED LOOSE FOR ON SITE INSTALLATION BY BUILDER. 4. ALL ELECTRICAL BOXES ON EXTERIOR WALLS TO BE SEALED WITH FOAM GASKETS. 5. AC/DC SMOKE DETECTORS WIRED FOR SIMULTANEOUS OPERATION. 6. FOR ELECTRICAL CALCULATIONS, SEE DETAIL BOOK. 7. ALL CONDUCTORS, DEVICES, AND EQUIPMENT SHALL BE LABELED AND /OR LISTED BY A NATIONALLY RECOGNIZED TESTING AGENCY AND INSTALLED IN ACCORDANCE WITH THAT LISTING, MANUFACTURERS INSTRUCTIONS, AND ALL APPLICABLE CODES. 8. RECEPTACLES MAY NOT BE OVER ANY PART OF AN ELECTRIC HEAT UNIT, 9. GARAGE RECEPTACLES (IF APPLICABLE), BATH RECEPTACLES, CRAWLSPACE RECEPTACLES, RECEPTACLES WITHIN 6' OF A LAUNDRY SINK, AND EXTERIOR RECEPTACLES ARE TO BE GFCI PROTECTED. 10. KITCHEN RECEPTACLES SERVING COUNTERTOPS ARE TO BE GFCI PROTECTED. 11. BATHROOMS SHALL HAVE AT LEAST ONE 20 AMP CIRCUIT. 12. LAUNDRY CIRCUITS ARE STANDARD IN CRAWLS PACE MODELS. 13. A SUB -FEED WILL BE REQUIRED IF ALL CIRCUITS DO NOT FIT IN A SINGLE PANEL BOX. 14. A CIRCUIT BREAKER OR RECEPTACLE MAY PROVIDE GFCI PROTECTION. 15. RESERVED 16. ILLUMINATION SHALL BE PROVIDED FOR ALL WORKING SPACES ABOUT SERVICE EQUIPMENT. 17. A RECEPTACLE MUST BE WITHIN 25' OF EACH HEATING, AIR CONDITIONING, AND REFRIGERATION UNIT. 18. PANEL BOXES IN CRAWLSPACE UNITS ARE INSTALLED BY MANUFACTURER. PANEL BOXES IN OTHER UNITS MAY BE WIRED AND THEN TEMPORARILY FASTENED TO THE UNDERSIDE OF THE UNIT OR MAY BE SHIPPED LOOSE FOR WIRING AND INSTALLATION BY BUILDER AT SITE. 19, CONNECTION FROM PANEL BOX TO SERVICE IS THE RESPONSIBILITY OF THE BUILDER. 20. ALL BRANCH CIRCUITS SUPPLYING 15 AND 20 AMPERE OUTLETS IN BEDROOMS ARE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER IN ACCORDANCE WITH SECTION 210.12, 2008 NEC. PLUMBING NOTES: 1. DRAIN, WASTE, AND VENT LINES ARE PVC -DWV CONFORMING TO ASTM D -2665. 2. WATER SUPPLY LINES ARE CROSSLINKED POLYETHYLENE TUBING CONFORMING TO ASTM F-876. 3. ALL VENTS THROUGH ROOF MUST PENETRATE A MINIMUM OF 12 ". 4. AS AN ALTERNATIVE TO VENTS THROUGH THE ROOF, AIR ADMITTANCE VALVES CONFORMING WITH ASSE 1051 SHALL BE PERMITTED FORA SINGLE FIXTURE OR FOR MULTIPLE FIXTURE TRAPS. 5. A MECHANICAL CONNECTION MUST BE MADE BETWEEN PVC AND ABS. 6. ALL BATHTUBS INCLUDING GARDEN, WHIRLPOOL, AND HOT TUBS SHALL HAVE A MINIMUM OVERFLOW OF 1 1/2 ". 7. PIPING BETWEEN FIRST AND SECOND FLOORS IS SITE INSTALLED. 8. FREEZE PROTECTION ON CRAWLSPACE PIPING PLUS ALL WORK ON SITE IS THE RESPONSIBILITY OF THE ONSITE BUILDER AND SHALL BE APPROVED BY THE LOCAL BUILDING INSPECTOR. 9. PIPING SHALL BE FIELD TESTED BEFORE CONCEALMENT. 10. ON SITE CONNECTIONS FOR DRAIN AND VENT LINES WILL BE UNDER FLOOR DECKING OF FIRST FLOOR, BETWEEN FIRST FLOOR CEILING AND SECOND FLOOR DECKING AND IN ATTIC AREA. 11. FROST PROOF HOSE BIBS WITH BACKFLOW PREVENTERS WILL BE SHIPPED LOOSE FOR BUILDER TO INSTALL ON SITE PER REQUEST. DATE 04 -08.11 REVISION REVISION 0418 -11 stamped RtVISION GENERAL NOTES: 1. ALL FASTENING IS IN ACCORDANCE W/ 2006IONNIIGAL RESIDENTIAL CODE. 2. ALL GAS PIPE LINES FOR APPLIANCES AND OTHER DEVICES ARE THE RESPONSIBILITY OF THE BUILDER. BUILDING /CM 3. ALL EXHAUST FANS IN KITCHEN, BATHS, DRYER ETC. TO BE 4.EBATT INSULATION TO BE GLUED TO ATTIC WATER 5. ALL HORIZONTAL SHEATHING JOINTS ON EXTERIOR WALLS TO BE SEALED. 6. INTERIOR WALLS AROUND THE BASEMENT DAMAN INSULATED WITH R -13 INSULATION. 7. SHIP LOOSE APPLIANCES AND /OR EQUIPMEN tt3 ``,�y! C EDIMENT CLOTH IN PL INSTALLED ON SITE BY THE BUILDER PER TH 1�1�� BUILDING :& ZONIN APPROVAL. ISLAND DEMT mT ,'2I /toll MANUFACTURER'S INSTRUCTIONS. 8. ALL MATERIAL, ASSEMBLY, CONSTRUCTION, AND EQUIPMENT SHALL MEET THE REGULATIONS OF THE STATE BUILDING CONSTRUCTION CODE. 9. PLASTIC PIPE SHALL BE PROTECTED BY 1116- i�itMe of Occupancy will n PIPE PASSES THROUGH WOOD MEMBERS LESS_ FROM EDGE OF MEMBER. i Vbee Island until after a final 10. ANY STRUCTURAL MEMBER SUBJECT TO HOLVAILIII,�V pecron have been pc CUTTING, OR NOTCHING, SHALL BE LEFT IN A /i STRUCTURAL CONDITION. ALL WORK MUST Bc,, tItitq r installations at the ACCORDANCE WITH THE STRUCTURAL REQUIREMN OF THE APPLICABLE CODE(S). i ltd any required tree mitigation 11. WATER HEATERS IN ENCLOSED SPACES MUST HAVE A 2" MINIMUM CLEARANCE OR INTERIOR FINISH OF ENCLOSURE MUST HAVE A FLAME SPREAD RATING OF 25 ORIiiss;ture 12. CHIMNEY AND FLUES FOR ALL TYPES OF FIREPLACES MUST COMPLY WITH APPLICABLE CODE(S). ALL FIREPLACES MUST BE E rl -2.0-1/ be issued by the City of (ding inspection and a sed, the drainage and to have been approved, as been accomplished. rinted Name A f `'``"'1 U.L. LISTED. � � cd "►'�`3'✓� 13. BATH FAN OUTPUT IS 70 CFM MINIMUM. 14. KITCHEN RANGE EXHAUST FAN OUTPUT IS 135 CFM MINIMUM. 15. SAFETY GLAZING IS REQUIRED FOR ANY WIIV�QIF! Le'SS THAN 18" ABOVE FLOOR LEVEL AND THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SF. 16. SAFETY GLAZING IN ANY WINDOW THAT IS WITHIN A 24" ARC 07TH THE SPACE POSITION. TOO BE 17. VENTED BY A COMBINATION OFCITY OF TYBE PERFORATED EAVE AND RIDGE VENTS. THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE AREA BUILDING & ZO N I N VENTILATED. 18. CEILING ACCESS TO BE 22" X 30" MINIMUM. y 19. LABELS AND DATA PLATES TO BE INSTALL IIY IRS / bee been ma OF THE PANEL BOX COVER OR UNDER THE KIagto sar however, no TN HOUSES SEE APPROVED PLANS FOR LOCATION): ss 20. ALL UNSPECIFIED FASTENING PER CODE. revisor shall be con s t r 21. IF RADON PROTECTION IS REQUIRED A 3' PVC P P WI RUN FROM THE BASEMENT TO THE ATTIC WATH A CVl a l�, cancel, alter, or set PLACED IN THE ATTIC THAT IS CONNECTED TOAD DIICATOr CIRCUIT. es ordinances inciu GGt�77[[11 r) ISLAND EPARTMENT to identify code *weight by the as authority to ide any applicable g those related to building setbacks, erosion and sediment contr height limit, paring requir and driveways. T�p iet� 3D re�/ �TY SEAL not bspateaialrued as a l� INI, iA _ 05r�f, INC. Ap roVa NEI defo.monf Eo; sml aNpr= of ;o.cvcare deo a5.ucr ams 110r In �o�emms cr c+OcolmsaeL s. BY DATE REVISION BY nlc 03.08 -11 REVISION nlc 1 cds 03 -1511 REVISION jmY 4/4111 rreauesi DS 4/4111 per revuest DS 4.'0/11 repuesr DS Handcrafted Homes MWCL: CST. 2 STORY CDS BUILDER COASTAL HOMES 101 Eastem Minerals Road, Henderson, N.C. 27537 Phone: 252 - 436-0001 Fax 252 -430 -6662 LA FE: 2/28/2011 FILENAME: P -19 -1669 Ouellette SERIAL NUMBER: SN PAGE: SHEET 1 02. 1 `'ents, green space, nd permit should or guar. ntee. Dot i G I3 a. —UNDER FLOOR } '7A UNDER FLOOR U 11I II floI pasL�- ship loose site installed III c shear wall tiedown legend ro c 7. o o N N 1 PorchPJon sidewall b buade on site ® tiedown of 1500# tiedown of 1900# 49, 0,. ® tiedown of 2900# 11110,111 I MB ONy II ® tiedown of 6000# 19' 11" 19' 1.. ® tiedown of 6500# - 8' 10Y" 6" 3)2" 5-0" 'I 3J4" 5� "- 0 5YZ 2.42X6 - #2S4 Z'•0" 4" l 14 0 6" ® tiedown of 7400# Q 1■ �,j J 2X12 #2SYP shear 7116" OSB fastened 8(d) Haas 4" oreq II / o c. al 0 ).'.I Ln Den 4_ Tf Ia�f I� v ■ I PACT GLASS ALL WINDOWS AND DOO m W(WALLS ` n ® WET jQ IQ a T ce c ° 111 � Bedroom 3 - 14'-4" x 12'•11" o U wall and roof sheathing 7/16" OSB @ 6" o•c- W/ 0 8(d) nails or equal cn fasten edges of roof sheathing 4" o,c. ° 8' -10" x 12' -11" AREA:114.3663 y _ E •o AREA: 146.0637 1 3052c _ 3052c I Bath 4 —o— M1��� / in) floor shear wall I shearwa , �'N .o. ° / '� _ - -{ �. block 4' each end of roof sheathing 13 4 MODULES 4 LINE MOVES Porch By HCH system in plant ndra7son site �.3)9i14 "LVL y - - -- d' I 3052c I , m bean uplift i p i I\ l I f I I U U 0 cn 3052c in floor under she wall F -- ���_ -� v - 4 . tra. •2 - 2 4 �— "(2)114 ' v fJ _r `30 o 0 30 - 1' -73/4" - p 4P `i' °' II •• i7 strap colum to beam ` : l. �� strap edum to beam 39'0 for LV 1r half �� strap column to beam / P ` S `v7� - strap 1' -eYa" beam f�• III \ \\ 1yI \— I shear wall 10 .-t for 7116" OSB fastened w/ a� 8(d) nails 2" o.c. double ) Q studs @ sheathing joints ° and column to floor for • 1 and column to floor 806# uplift ■ !.. �J -- and coumn to floor ,j \. ��/ 4' Bath 311.25 "LVL 00 _......_.....,: ., DOWN or up t 30 . Q I CV `* e� *�1�i I v ate cowao I L 60'AFF F° ='�::: �� 8 8 per a e -I1 6" 30 P C l Total SQ FT �1 W Ce } a. OSB fastened 8(d)naas 4" or e• - I - 9'aff Q 1 30 r_; 7n -+`Qry Story7/16" 1st Porch Base Area 276.6667 aI��i 1I _ UP == —'"� ■ shearrall Bedroom interior r 2 3052c b I It ? 1St story 2nd Porch 1079 276.6667 sow= w =cNy on II c (3) 9 114" LVL �o� O 7/16" OSB fastened w/ \ 8(d) nails 2" o.c. double studs @ sheathing joints 14' -5" x 12' -11. AREA:1 50.6557 - Q- in floor under MS ON, shear wall Flex 'torn 13'.6" x 12' -11" AREA:174.6441 �11� - - __ floe Q •30 —off (3) 9 1 /4" LVL �; fo i 2nd story 2nd s Y t„er. 1016.0817 2X12 #2SYP - 3�2, !`__ V - �` der / MB 0Ny in floor under F '« in shear wall 3052c 2648.415 ° s r wall ( B n 2.2X6 #2SPF 2.2X6 #2SPF - :_ N • • _ NDER FLOOR 61 �„ 152c 3052 I T•5Y4" (2) 9q" LVL as_� -47Ya_ _4 C} Q 3RD PARTY SEAL • perimeter band - 332° — . UNDER FLOOR 6" APNKUVEU BY 1E -0" 6 "- NOTES: 1. IT IS THE BUILDERS RESPONSIBLITY TO CONFIRM WITH THE 13' -644" 714" 1 1136" 14' -4'." 05/1912011 INC. 4' 6 6' 3" 28.3" 1st Story 39' 0" na,aadecaow",nmrs ".,sr.e.rr gro�aye +��m+ r e DV : m app wale Slate lam SALES REPRESENTATIVE THAT ALL INFORMATION SHOWN ON THE PLANS HAS BEEN INCULDED ON THE SALES "THE SALES ORDER IS THE FINAL CONTRACT.' 2. PHONE,TV,RECESSED LIGHTS AND ANYOTHER SPECIFIC ITEM ON THE SALES ORDER MUST BE LOCATED ON A SIGNED FLOORPLAN. ITEMS NOT LOCATED IN THIS MANNER WILL BE PLACED UNDER THE DISCRETION OF ENGINEERING. 3. MATERIALS TO FINISH THE MARRIAGE WALL WILL BE SHIPPED LOOSE INSIDE THE UNIT(S). THE INSTALLATION WILL BE THE RESPONSIBILTY OF THE BUILDER. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO DOORS, JAMBS, CASINGS, TRIM, SHEETROCK REVISIONS 101 Eastern Minerals Road, Henderson, N.C. 27537 I—I n d C r� ft d Homes Phone: 252 -436.0001 Fax: 252.430.6662 DATE REVISION BY DATE REVISION BY 34 -08 -11 REVISION Nc 03-08 -11 REVISION Nc MODEL CST. 2 STORY Dlu'r N 3'/: CDS BUILDER: COASTAL HOMES DATE: 2/28/2011 1- ILENAME: P -19 -1669 Ouellette SCALE: SERIAL NUMBER: S N PAGE: Floorplan 1 *� 04_la_11 stamped set cds 03 -15 -11 REVISION my 4Wn1 per request CDs Sheet 1 O J ■ awm per request cos 4/6/11 per request CDs U, a) • E . 13 i v r-, �3A as r n o i� I E E !I Co Lri PorchAlong slde�vas by builder on site I shear wall tiedown legend 0 O N Ln 0 tiedown of 1100# S� 4910' ® tiedown of 1200# 6" �, -0" 3'-4^ 4,4Y4' — {-4'-.5 Q3 tiedown of 1400# mnrwrt NI n! ,'Ipl 2 -2X4 to' -1^ 16' 93�. #2SPF tiedown of 2300# 16 ^LVL r 1 1316 3052c 4 �-tI� r r 11' -4Y2 2t -2X4 #2SPF 0 cl:, 2 =(' a 3,11Y4" a" 15 AMPS outlet 6" wo.m..:I: \_ I -: a)_ orch By HC4 N C- .:. ::.: :�: �. ...1 36 Erg 473624 x'/1542 815 o o 0024 I ddb , t. IMPACT GLASS ALL WINDOWS AND DOOR y n wall and roof sheathing 0 7116" OSB @ 6" o.c. w/ m ED I 8(d) nails or equal 01 fasten edges of roof sheathing 4" o.c. '' 2- zxa #zsPF z- 2xa #2sPE (2) 0'U/1_ VERTICAL BEAMS / (2) 18" LVL HORIZONTAL REACTION BEAMS ea � � f �+ I V Y II.r N 30 P ®, " "� i D4Vn . . —� ® N eh 1 p 3052. �_ 2 N conneG end of connect end of 2 16" LVL for3126# () (2)16- LVL far 3126# Dining Room 9 1316" x 13' -3" AREA :179.151 Nooudet here due toBravers ® Kitchen f ® 1 I fl�.r sys em. posts arc! raisin plant roof on sIe I 4' -4 0i .. u u o 1 ��� Bath 1 + _ / r a .7.- ® �q�� "Nr CI I Q1 t i ti budder T a block 4' each end of roof sheathing a, 4 MODULES 4 LINE MOVES Rf Jlll/4LVL 4' -0• is,7-"aybudder s- --- �y,eed specs I ii '3, y 1111 1 2 3 4 1111 y 3 m By HCH 11 134' LVL a'_ (2)16° LVL Cathedral s Do as hl shelf se _ strap end for 1550# m d I r'� _s.� 6.2" - . �flET 1 rn f r 1500# u �a sow 9'�' 1..? d: L 30 Yth hALF (1 91!48 L�!L stra. THIS SID:' vise only F1 \ 4 c v < n .--t 0 5 10 15 °' CI- i-r : I 13'"634 I 818Yz ' I Installed On slte after seL �!� 7 Xe # \ — Pancake box -2 =.. 1 • tl'Indow Header a18'3 a —, --' 3052C� 22111" ( 1 In. I .: Living Room I I �° 301 30 13' -6' It 13 L-- I 2X8 #2SYP 30p THIS SIDE Total SQ FT m CA �' W De } �_ `Ache 1 -3" Ly . 305•c AREA:179.151 py Story Base Area structural sh�f D I I 1st Porch 276.6667 IIIIIIENI111Cs,� m L—Q 1st story 1079 �O� 3'•4"— sow Ja ]NY /.�:_: 3052c 7B 0 5-=Q l /'e 0nh• I 2nd Porch 276.6667 - I :' 2nd story 1016.0817 N t'.I' connect end of connect end of .16. LVL for 31264 (2)16" LVL for 31264 (2) 16° LVL HORIZONTAL REACTION BEAMS 1� (2) 9;r" LVL VERTICAL BEAMS 2 -2X4 #2SPF 2-2X4 #2 S Bedroom 1 16' -9" x 12' -11" AREA: 209.1337 2-2X4 #2SPF 2.2X4 #2SPF 2648.415 ° S gii ® /,1 . PF 2.2X4 #2SPF - - -- = == I. -I:.�. :1 f'�..1 —. —.1 .I: 1.: �: I;w0✓' 3RD PARTY SEAL •E •yo — i ___ connect end of —6.16• LVL for 31264 � 305 - 052c a �i7 20 _ -aund � -4^ . Fed 3052 3052c 6' 2nd Story APPROVED BY 13' 6Y4" 7 3" 16'-83/4" " Aa.aa nay,. f'et, -.a4.r',nt rs 41.6" 7•0" 6'-438 7-0" 10' 8' 39'-0" 3'53 — MKT 47 IT wrraue 05/19/2011 INC. J3C1 tle xe„ft:m' [ swe -mrs. NOTES: 1. IT IS THE BUILDERS RESPONSIBLITY TO CONFIRM WITH THE SALES REPRESENTATIVE THAT ALL INFORMATION SHOWN ON THE PLANS HAS BEEN INCULDED ON THE SALES ORDER "THE SALES ORDER IS THE FINAL CONTRACT: 2. PHONE,TV,RECESSED LIGHTS AND ANYOTHER SPECIFIC ITEM ON THE SALES ORDER MUST BE LOCATED ON A SIGNED FLOORPLAN. ITEMS NOT LOCATED IN THIS MANNER WILL BE PLACED UNDER THE DISCRETION OF ENGINEERING. 3. MATERIALS TO FINISH THE MARRIAGE WALL WILL BE SHIPPED LOOSE INSIDE THE UNIT(S). THE INSTALLATION WILL BE THE RESPONSIBILTY OF THE BUILDER. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO DOORS, JAMBS, CASINGS, TRIM, SHEETROCK. REVISIONS 101 Eastern Minerals Road, Henderson. N.C. 27537 Ha r! d C r� fl- d Ho m S s Phone: 252 -436 -0001 Fax: 252- 430.6662 DATE REVISION BY DATE REVISION BY 04.08 -11 REVISION nla 03-08 -11 REVISION da MODEL: CST. 2 STORY DRAWN 8Y: CDS BUILDER: COASTAL HOMES DATE: 2/28/2011 EILEr+An1E: P -19 -1669 Ouellette SCALE: SERIAL NUMBER: S N PAGE: Floorpla n 2 Sheet 2 0 3 2 04 -18-11 stamped sel ode 03 -15-11 REVISION Amy CDS 4/4111 per request 414n1 perrequesl CDs 416/11 per request MS All branch circuits that supply 125 -volt, single - phase, 15- and 20- ampere outlets installed in dwelling units shall be protected by an arc -fault circuit interrupter listed to provide protection of the entire branch circuit.Exception are bath rooms. kitchens, garages, and unfinished basements. ELECTRIC CIRCUIT SCHEDULE 0M DESCRIPTION CEIEZIGIOE1 A■Y.ALAICM•al'L aLIUM AL7__2•62.lS1i!J 20 AYP F3'.E4:LU IfYN© Ui1ITI! 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ELECTRICAL SYMBOLS IT IS THE RESPONSIBILITY OF THE ON SITE AT GROUND LEVEL OR RECEPiS 1st Story 3RD PARTY SEAL APPF OVED BY 05/19/2011 INC. 1970«5 do s davrai cpa ti 5111015e of zppww gadzvliona M,Iao sh m 1V ,e5M3Oa,r0cr ::.y*71551 tO .0'(0. 101 Eastern Minerals Road, Henderson, N.C. 27537 H a n d C ra fte d Homes Phone: 252- 436-0001 Fa, 252- 430 -6662 nlc MODEL: I, CST- 2 STORY -OS ORA'PvN Br: Ds CDS :DS BUILDER COASTAL HOMES FILENAME: P -19 -1669 Ouellette OA I I_: 2/28/2011 SCALE: SERIAL NUMBER SN PAGE: ELECTRICAL SHEET 1 ---------- ■■0•411M on sae COIL 15' Q I ,• / — :1•• Dining Room ■ r \ I Kitchen yr \ ▪ , . gas \ / 1,2,3 4C.9 13, \ I C-WD 16,18,19,20.21, 24 RUN INTO TOP \ 1•11111 OF PANEL BOX \ WP 0 GFI GFIt III iilliTriM11117. galli I WP GFI 1 Living Room ••QFI 19 _I-220V was( 15 AMPS Nc 9• ).4 Ft 0 ,==r, •-• WIC Be'lla„1 " a la < ;11 - MEM =MI MEE IJ W/D D.4.10 I (22.23.122)1 (5140/45,3 WAY FOR STAIR LT,SL 1FORFLOOD Bedroom \min 1 4,0% IMI GFI CA MM6111.I 8 4% COIL 15 OF WIRE HERE FOR FLOOD LT 3' -6Ys' Window header at 81 Tto flex room door 2nd Story AppRovFaW PARTY SEAL 144 INC. 05/1912011 NI . warn ones not at.thonze no RP.',C,Orri 011., cr 65451,015csrr Int --an-i-etnems or c:0.13 Stato DATE REVISION BY DATE REVISION BY 54-08-11 REVISION Ho 03-08-11 REVISION 4o 34-18-11 stamped se cds 03-15-11 REVISION irn, 414/11 per rerdledt 4/4111 _per request -DS DOS A.6/11 request LIE I-1 r d C na ft e ci 1-1 rri e s 101 Eastern Minerals Road, Henderson. N.C. 27537 Phone: 252-436-0001 Fax 252-430-6662 CST. 2 STORY COASTAL HOMES P-19-1669 Ouellette CDS 2/28/2011 SERIAL NUMBER: S N PAGE: ELECTRICAL SHEET 2 04.2 2.3 the performance, uaiity of all materials street cuts) for a acceptance by the the road warranty e letters of credit or bligation. 1kt t }wi4 be 12 41— 1.Sr .L J The contractor shall warrant qualify, wotlunanship, and the q on any load project (includir period � two years after final City of Tybee Island. Under ordinance, the City may rquir bonds in order to secure the o ROO F NOT TO EXCEED r 35 Fr. HEIGHT LIMIT ' . ISLAND Q a ��� a� I ����� n' � 11111111111111111111111 IIIIIIIIIIIIIIIIIIII�I �.���.�� ��� qiiiiiii f ®— y ��- L —I- I I I I 1 2 34 III 1 { eat hall (ot a put ic i�rIIIIII�II1IIIIIIII greater Char► twent�fi�ti�: feet VI '1dt3 ..., = II�IYy 3-080 III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III i1IiI . . IIIIIIIIIIIIIIIIIIIIIIIII � <at* nr m.l rat \ 6"cu r.oEn / \ oar suI uLoea Front Elevation i. All driveways U ,` matetfai. 4:12 4:12 1 of permeable 12 - 1111 11111111111111111111111 3RD PARTY SEAL 11 • 11 • • 11 • 11 II MN it_ 11 11 111 1 111111111 III 11111.1111111 111111111111111111111111 11.1.11111mIlliiimilnilli III 111111111i11111111111 II I! 1111111111 11111111111111111111111 11 II 1IVIIi111111111I1111111111 111111111111111 11.1111111111111 11 1111111111111111111111111111111 111111111111111111111111 11 U II 11 11 11 {1111111111111111, / \ / \ Right Elevation Le( Elevation Rear Elevation A PROVED BY Qi1.,rr�,:mn 0o r, ,, � . -. nm I2 I I I I I I I I I I I 0 5 10 15 NOTES: 1. MATERIALS FOR GABLE ENDS AND OTHER MODULE UNIONS IS SHIPPED LOOSE WITH THE UNITS. IT IS THE RESPOSIBILITY OF THE BUILDER TO INSTALL THESE COMPONENTS PER MANUFACTURERS INSTRUCTIONS ,,I alr �N�uwvare 05119/2011 INC. Ix �r d,-L. L ∎N tx L.». THESE COMPONENTS INCLUDE BUT ARE NOT LIMITED TO SIDING, FASCIA, SOFFIT- REVISION Ha r) d Gra fte d Homes 101 Eastern Minerals Road, Henderson, N.C. 27537 Phone: 252-436-0001 Fax: 252 - 430 -6662 2. MATERIALS TO COMPLETE THE ROOF ASSEMBLY IS PROVIDED BY HCH DATE REVISION BY DATE REVISION BY AND SHIPPED LOOSE WITH THE UNIT(S). IT IS THE RESPONSIBILITY OF 04.0 8- 11 REVISION nlc 010 8- 11 REVISION vie MODEL: CST. 2 STORY DRNAN BV: CDS BUILDER: COASTAL HOMES DATE 2/28/2011 FILENAME: P -19 -1669 Ouellette SCALE: SERIAL NUMBER S N PAGE: THE BUILDER TO INSTALL THESE COMPONENTS USING THE FASTENING DETAILS 04 -18- 11 stamped set cds 03-15-0 REVISION In,., Ext. Elevation Sheet 1 O • PROVIDED BY HCH. THESE ITEMS INCLUDE BUT ARE NOT LIMITED TO DORMERS, 4(4.'11 errequesl COO GABLE END WALLS, KNEE WALLS, SHINGLES (FASTENED PER MII). 4(4.11 errequest COS 4/501 ,erregse4l COS the performance, uaiity of all materials street cuts) for a acceptance by the the road warranty e letters of credit or bligation. 1kt t }wi4 be " 1 7 5 0 # g r a v i t y t i e d o w n f o r 7 1 0 0 # u p l i f t 3 1 5 0 # g r a v i t y t i e d o w n f o r 7 1 0 0 # u p l i f t L 1 0 ' - 0 " p o r c h l e n g t h 5 - 8 " 1 8 4 9 # g r a v i t y 5 - 0 " 3 9 1 7 # g r a v i t y s h e a r t i e d o w ^ / 6 1 1 5 # g r a v i t y o f 1 6 2 5 0 # 5 1 - 0 " - - i 1 5 ' - 0 " 4 9 ' 0 " o v e r a l l l e n g t h 3 9 ' - 0 " h o u s e l e n g t h 6 1 1 5 # g r a v i t y ��6 1 1 5 # g r a v i t y - - 6 1 1 5 # g r a v i 5 1 - 0 " 5 ' - 8 " x 1 8 4 9 # g r a v i t y 5 ' - 0 " 1 7 5 0 # g r a v i t y t i e d o w n f o r 4 7 0 0 # u p l i f t 8 3 3 5 # g r a v i t y s h e a r t i e d o w n o f 3 2 5 0 0 # 1 0 7 1 0 # g r a v i t y 1 7 7 0 4 # g r a v i t y 5 1 - 0 " 4 ' - 0 1 1 5 ' - O " 1 8 4 9 # g r a v i t y 5 - 4 " s h e a r t i e d o w n , s h e a r t i e d o o f 1 5 q 0 8 # 1 8 2 3 # g r a v i t y 6 - 1 % " 1 4 ' - 2 " 6 1 1 5 # g r a v i t y 5 0 7 6 # g - v i t y y o f 1 5 0 0 # 5 ' - 0 " 6 1 1 5 # g r a y 5 1 - 0 " 0 1 8 # g r a v i t y h e a r t i e d o w n o f 8 0 0 0 # 1 0 3 2 # g r a v i t y s h e a r t i e d o w n o f 7 4 0 0 # 2 2 8 5 7 # g r a v i 1 5 8 3 0 # g r a v i t y 3 1 9 9 # g r a v i t y 5 ' - 6 " 4 ' - 0 " - - E t - - 5 1 - 4 " 3 1 - 0 " % r w a l l s u s t a i p p o r t w a l l 5 1 - 0 " 3 9 1 7 # g r a v i t y - - s h e a r t i e d o w n o f 1 6 2 5 0 # 5 1 - 0 " 6 1 1 5 # g r a v i t y s h e a r t i e d o w n o f 3 0 0 0 # L ` 1 o r t w a l l 7 I T 6 8 ' - 6 1 " 7 0 3 2 # g r a v i t y 4 8 9 2 # g r a v i t y s h e a r t i e d o w n o f 3 0 0 0 # 2 1 ' - 1 % " 2 s h e a r t i e d o w n o f 7 4 0 0 # 1 3 1 - 6 % 1 1 I f 5 ' - 0 1 1 ' 5 1 9 8 # g r a v i t 7 3 3 8 # g r a v i t y - - s h e a r t i e d o w n o f 7 4 0 0 # 3 ' - 1 0 " c e n t e r p i e r s 5 9 3 # g v i t y - - h 4 a r t i e o w n o f 1 4 8 0 0 # J 2 0 1 8 # g r a v i t y - - s h e a r t i e d o w n o f 8 5 0 0 # 5 0 7 6 # g r a v i t y 1 " 1 t ; a 5 e . a 3 R D P A R T Y S E A L A P P R O V E D B Y 0 5 / 1 9 / 2 0 1 1 I N C . 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CI EannuT -- VENT LINE TRAP SIZE FALL PER FOOT DISTANCE TO VENT FROM TRAP ARM STA'ICwS:- D1_ETE ONOATE0 TANK A'AEP.CAN 5TALOARO SC, MD, VA, TN NC, GA 1 1/4' 1/4" 5' -0" 3' -611 1 1/2" 1/4" 6-0" 51 -011 2" 1/4" EAR SINK s- ANL=SS 010 FL A'AFR LAN STASI:ARC 1171511,0 3" 1/4" 12' -0" 10' -0" 4" 1f8" 16-0" 121 -0" e� TYPE 1 DESCRIPTION I MANUF. MODEL TC1.ET STANDAR: CLETE OSCATEO B0,1L AMER GA'ISTAI,OARO 3)44-012-000 STA'ICwS:- D1_ETE ONOATE0 TANK A'AEP.CAN 5TALOARO 4302- 01100 I ANCACA7 O ET = EGM =4T=O SOIEE ANEP. GIN STANDARD 44045-Sod HATOIL.0K _ET SLOIICATSS TANK A 14EP. CAN STA LOA RD 010 -IO • T.'- 544K :r:ILL'AO_NT 5 Ni AMER CAN 5TA SCA RC 0951 MO 02C PEELS IA_SI \K,e.^.SE, IOP AMER CAN 5501.04RC LAUNC4IY S'N! SA 11 CO 051 RCAN S 1A A114011 KOICHI- N SINK e' _0-r^ STAMPS?. ST AorR CAN STAr.r:ARC DI T1 AS Sett 910 Sr! bsse.. 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UNITOISU a a1F0.e airy de."'lST 3' OAR as Oar 151 rawer-KKK, Y 000.00 Mom Lar, REVISIONS DATE REVISION BY DATE REVISION 04 -08-11 REVISION nlc 03 -06-11 REVISION 04 -18-11 Stamped sel cds 03-1511 REVISION 4/4/11 per 10001111 4/4/11 Qer1165151 4.'6111 ger request BY H�rr�dCrafted Homes 101 Eastern Minerals Road, Henderson, N.C. 27537 Phone: 252-436-0001 Fax: 252 -430 -6662 dc MODEL: BUILDER: FILENAME: mY CST. 2 STORY COASTAL HOMES P -19 -1669 Ouellette -DS DRAWN BY. 005 CDS DATE: SCALE 2/28/2011 SERIAL NUMBER: PAGE: DWV SN SCHEMATIC 07.1 PEX WITH BRASS FITTINGS f:. SHUT OFF VALVE COLD WATER - - -- HOT WATER WATER SUPPLY NOTES: -1 2nd floor Install: of DRAIN PAN �aw�µw 1' DRAIN TO EXTERIOR A 5- w 1 w 5- w 5- W J 0 > LFWWnsu »f:ena THE,. FM, SON FWN90H9 3RD PARTY SEAL AYYKUVEU BY / 1. SHUT -OFF VALVES TO BE PROVIDED AT ALL FIXTURES AND LIN ES AT THE WATER HEATER. 2. WA I EH HEA I ER IS TO BE EQUIPPED WI I H A I AY VALVE. 3. MAIN SHUTOFF TO BE INSTALLED ONSITE BY BUILDER 4. ALL INDIVIDUAL RISERS TO BE RUN WITH 117' LINE UNLESS OTHERWISE NOTED. 5. WATER HAMMER ARRESTERS AT ALL QUICK CLOSING VALVES. 05/19/2011 INC. Aop y o•lipeonman: de a.:utU1 =er 9:p:•va 9iy CWAar:nn .4. dm...F rri he mvrara•. of op:4 cock Si:kv.. REVISION DATE REVISION BY DATE REVISION 04-08 -11 REVISION nE 03 -08-11 REVISION 04 -18-11 stamped eel cds 03.15 -11 REVISION 4/4111 per request 4/4/11 Der request 4;6111 request BY 110 ImY :DS I-I ,r,dc rafted Homes MODEL: CST. 2 STORY 101 Eastern Minerals Road. Henderson. N.C. 27537 Phone: 252-436-0001 Fax 252-430-6662 BUILDER: COASTAL HOMES FILENAME: P -19 -1669 Ouellette :DS :DS DRA'. °1N BY: CDS DATE: 2/28/2011 SUALE: SERIAL NUMBER: PAGE: WATER SUPPLY SCHEMATIC SN 08.1 {2) 10(D) NAILS OE NAIL EACH TRUSS SNP SON M I S12 DE i7)1 WNAILS EACH END PER IROBB 7/16" SHEATHING ATTACHED 6' O.C. TRUSS TO TOP PLATE ANCHORAGE SEE "MUSS TO TOP PLATE ANCHORAGE" R -17 KRAFT INSUUnON M. MN. AI IIC VLNI 151,110 7141056 SHEATHING OR E11JAL YJMLYWE030 01115 1 1.2.012. GSCA STRAP FASTENED W! 11 x 11/2.156A S IAPLLS EVERY OTHER TRUSS RIDGE TO TOP CHORD W141&D)NAILS BERCLISS SHINGLE 16 LDS FELT PAPER 11 0.0.00 24.0 C. ALL I RUSS 00.88121 LIRAWNGS 101poyIewIlue per IR085052.7.1 MIN.1• AIR 0081.. 6100/1 BE AIAJNTAHED FOR VENTILATION ■90t IMV AWIAWi'►? i! eel lig 170. ftJ1WitflIthlg iTitl?JJ179itgATtit WeitTiiWI!1!1WQYIYRRA19e li f1 !QItlT1eitilWIi1WATIVAIIII NSW Pr DOL. TOP PLATE R -19 KRAFT INSULATION 141N. 204 SPFJr14Q 16' 0.0 (OPT.) I/O" GYP. LIU. JOIST HANGER AT MATING WALL AREA TYP. 5W .GYP. 80. 08_ TOP /LA IL THERMCPLYCR GUI SIILAII ING EMI_ YE. OETAIL "R' OP1.2x5 SHE 51 LIDS 2,0.c. 1(2 0YP. BD._ R-17 FIULRGLA50 NSOIP DUN ,BNOGNGTYP. 3W DECKING \ 2.1 2SYP 16'CC FLOOR .60. OPT. 24 OC OPEN WEB n ST ,111'49 DBL. 17.49 PLATE 06.0127.60. SU. NOIL7 RMLNG 30" -3112 API '2SI EDS IF O.I. I 10 STRINGER 12.0127. BO. TIICRNIO•LY OR OS6 SHEATHING w UPI. 2x6 API 2 ARMS 21•U.O. Er411 1 Y GYP. 0 -11 I IULWiLASSUAI I NSIAAIIUN R -19 INSULATION WIN. IN FIRS EXPOSED TO UNCONDITIONED 89400, AND CRAWL SPACE GENERAL NOTES: 1- ALL CONSTRUCTION BELOW BOTTOM OF FLOOR JST. IS THE RESPONSIBILITY OF THE BUILDER. 2. ALL INFORMATION SHOWN BELOW BOTTOM OF FLOOR JST. IS SUGGESTIVE ONLY. REFER TO STATE AND LOCAL CODES FOR ACTUAL CALCULATIONS AND MATERIALS REQUIRED. 3. BASEMENT STAIRS BY BUILDER. 4. 26' WIDE MODELS MUST HAVE A PLATFORM AT BOTTOM OF BSMT. STAIRS TO MAINTAIN 36" CLEARANCE WITH FOUNDATION WALL. (WHEN STAIRS ARE PARALLEL WITH FLR JST.) 5. ANY HOUSES SHIPPED TO GEORGIA THE MAX. RISER HEIGHT SHALL BE 7 3/4 ", THE MIN. TREAD DEPTH SHALL BE 9" WITH MIN. 1" NOSING. 6. ANY HOUSES SHIPPED TO SOUTH CAROLINA THE MAX. RISER HEIGHT SHALL BE 8 114 ", THE MIN. TREAD DEPTH SHALL BE 9" WITH MIN. 1" NOSING. 7. ANY UNITS SHIPPED TO VIRGINIA WILL HAVE A HANDRAIL (PER R311.5.6) HEIGHT OF 34" MIN. AND 38" MAX. ASI A.AOUL BOARD ALUMINUM FASCIA VNYL SUI 111 (PIA 4 74" SHLAIHING VINYL SONG INSULATION TYP. BUILDING WRAP 7116" OM SHEATHING ORE ;UAL VINYL- AWMIMJM, IMRCECARD• OR CEDIR SONG DL I AJL'I I•, T OR•J• 3N• 206I(ING PIER PROOFING ER TO LOCAL COOESY FLOOR JST. SPF ,12 OR BETTER VFW 2x10424YP .16'O.C. OPT. 24.0.0 OPEN WEB .GIST 22"10 SYF42 �Sl0JR5 09 SI I L G( BULOLR SEE NOTE 5. !grade `piling depth to be determined by builder STRIP OF FOAM NSULATION SECURELY FASTENED IN PLACE BEFORE MODULES ARE SET. GAP TIGHTLY FILLED. MATE WALL DRAFTSTOPPING DETAIL JOIST I WIGLR PI IA41 I IW3 PALL ARIA 109. UR O1r. 1/1101001 RIP 12i 8 IB"Crll Ell Ft SLL I O.1N0V ICH PLAN I OR RCC@Jr4EHOM) SILL 3SUN.LAUSVLI4b•U.O. 115TALLEO8006110ER 'II III= 110.111 =�ILI II= TYPICAL CRAWL SPACE SECTION @ MARRIAGE WALL (17I1L185.100u..Uc _ 010&6110 WR0*CmrE ._ �1 14 1.O.', c.OW:7FIE NI NS9w'RY. - TA"CAUJR,,c,. . T",tr II .r - ,... 'mr,,-m,,•a: nRUUAr- 1 " ngc,oARR 99.9 of ia�R ia< APPROlEO 4FE IAN MIN VPPPOR • 22 CLLYRANCL a4RR1ER 1 , SLL TO i-n_i 1T_,., " GRADE 1fi -142,2 2' 2STORY 17':1 STOR' 6"1 SILKY 0.1112.208 21.150007 11-3 Al URY TYPICAL CRAWL SPACE SECTION @ EXTERIOR WALL 3RD PARTY SEAL APPROVED BY NIRINc. °51181 071rva WENS Emm0M 00551 au0Y me or R9 01 any:e. esln n (004:4018 170 '00210118l4 0/ 4.9049c 0844 1.,0. RZVISION DATE REVISION BY DATE REVISION BY 04-08 -11 REVISION nic 03.0811 REVISION nb D4 -18 -11 stamped set cds 03-15.11 REVISION jmy 1 Mr' w'1 ADS x44/4/11 11 er re0Ues1 IDS 433/11 newest .-.Ds Handcrafted Homes 101 Eastem Minerals Road, Henderson, N.C. 27537 Phone: 252 -436 -0001 Fax: 252 - 430 -6662 MODEL: CST. 2 STORY DRAWN BY: CDS BUILDER COASTAL HOMES FILENAME: P -19 -1669 Ouellette UAIE: 2/28/2011 SCALE: SERIAL NUMBER: PAGE: SN CROSS SEC. 09.1 SHEETI e 1 STANDARD DETAILS FOR 2- STORY (5 -12 THRU 12 -12 PITCHES) DETAIL "A" COLLAR TIES PRE TRUSS COLLAR BEAM( %) COLLAF TIE CONNECTION STRUCTURAL ADHESIVE MEETING ASTFA•559 2X4 COLLAR TIES (5) .131X3. OD NAILS 2X5 COLLAR TIES (8).131 X 3,11D NAILS 205 COLLAR TIES (12).131 X 3• DD NAILS LOCATED t• IMNARO FROM EDGE OF COLLAR TIE(0) TRUSS TOP CHORD DETAIL "D" GE VENT(//) INTERCONNECT RAILStuo9d NAILS 4.00 ASTER RAILS TO TOP CHORD..) (4) 83 NAILS EACH END (4) 30 YEAR SELF-SEALING FIBERGLASS CLASS •CA SHINGLE OR BETTER 150 ROOF UNDERLA'IIIENT 798. OSB ROOF SNEATHNG OR BETTERI %) 14.26GA STRAP FASTENED Wt (4)15 GA STAPLES IN EACH SIDE OF JOINT FASTEN RAILS TO CHORDS ::/ (4) 83 NAILS EACH END SHIM RIDGE IN THE EVENT OF A GAP (4) DETAIL "M" 41Ig&, STORAGE TRUSS SIMPSON MTS-12 OR EQUAL ONE ONE PER KNEE FALL LEG TO JOIST -1 FASTENED' W/04) 10(0) NAILS OR EQUAL 1F) 2X TRUSS KNEE'XALL 2X PLATE • FASTEN �1 i!_` TO EACH TRUSS /JOIST I TOENA2ENAI lir M4 I ON_YTE FOR 9T1,12M3,12NM. MI ON_Y 15524. 030 GAGE STRAP FASTENED ACROSS TOP OF BOTTOM CHORDS 4':) (7) 3 X 1. 15 GAGE STAPLES EACH SIDE OF MATE LINE 3)4• SHEATHING OR BETTER DECKING INSTALLED IN PLANT 7 /12(BY REQUEST) 582 812 /12 STANDARD CENTER DECKING (3M• SHEATHING OR BETTER) SHP LOOSE AID FASTENED IV) 8(Dr NAILS N 2.0.0. INTO TRUSS INSTALL 2X NICER ON NON T&G SIDE (0) DETAIL "R" 3s• OR LARGER DIAMETER LAG BOLT 48. 0.0. ALTERNATING SIDES(%) 2 10 OR GREATER MARRIAGE WALL BEAM JOIST HANGERS FIN SPANS OVER 2X3 MARRIAGE WALLS 7(18 O58 MATE WALL SHEATHING FASTENED :117 16'01 1)2- STAPLES TDG ( #) INDICATES ITEMS TO BE INSTALLED IN THE FIELD DETAIL "G" (2) 2510 SYP%2 3B• OR LARGER DIA. LAG BOLT 48' O.C. ALTERNATING SIDES AND STAGGERED() JOIST HANGER OR OPT. LEDGER STRIP 7H6 OSB MATE WALL SHEATHING FASTENED W'7/16'X1 10• STAPLES 4' 0.C. DETAIL "E" TWO STORY (4) 2510 VP 02 2510 SP; %2 FLOOR JOIST GYP TO BE SIILIMED( %) 18d NAILS TOED IN 1Y 0.C. RAFTERRRUSS TO GABLE END PANELNI JOIST HANGERS OR OPT. LEDGERST(SWS SCAB AS NEEDED 303. OR LARGER DIAMETER LAG BOLT 46' O.C. ALTERNATING SIDES( %) 2o6 SPF)Q OR BETTER 2x5 CEILING JOISTS 798 O5B INSTALLED DI SET TYING BOXES TOGETHER FASTENED IN 4• EDGE AND 6). FIELD TYP OSB STEPPED BACK FROM MARRIAGE WALL INFLATE ENDWALL TO ENDWALL ANCHORAGE @ MARRIAGE WALL ALTERNATE i %051 1588 05;(iii:. 123 NAILS 12.• O.C. GABLE END PANEL TO END TRUS5(%) GABLE END PANEL :W/ PARTIAL SHEATHING GABLE END PANELS TIED TOGETHER Y'.aTH 7/18.058 SHEATHING FAST. IN 4.0.C. EDGE AND 6• FIELD.(s) TRUSS. RAFTERB FLIPS ® SHEATHING INSTALLED BY NCH IN RANT GABLE END PANEL FASTENING DETAIL "H" 7)16• SHEATHING ATTACHED INTH ve X 18• X 16 GA STAPLE (OR EQUAL) AT Y 00 FOR SHEATHING TO RIM RAIL AND SILL PLATE FLOOR GIRDER TO TREATED SILL PLATE('1)10()NAILS 3.O.C. TOENAIL(n) FOUNDAOON BOLTING PER LOCAL REOUIREMEIITS TO BE DESIGNED BY LOCAL ENGINEER(4) DETAIL "F" TWO STORY SINGLE LAYER 2374Y O5B SHEATHING OBL 2.30 ST'P OR BETTER PERIMETER BANDS 164880545 3.O.C. TOENAIL FLR TO CDS BANDS(6) CS2D STRAP l4 32. 0.0, FASTENED :'ATH(B) 8d NAILS INTO EACH ENO CR EQUAL (NOT ON PORCH END WALL) 8• STRIP OF 7116• SHEATHING FASTENED Y// 8(d) NAILS 2.0.C. 226 SPF OR BETTER PERIMETER BAND 3RD PARTY SEAL PROVED BY 05/1912011 INC. A Oral Nth, 00w-sr:510101016510'Tax a • ra a6/ SIB atmOr 31045:05 /1001116 11 'art ass 21 00) i 54) State Lam. DATE REVISION REVISION BY DATE 1 REVISION 04-08 -11 REVISION n)0 03-08-111 REVISION 04 -18-11 540815ed set Gds 03.15 -111 REVISION 4/411 1 4)4/1 1 Or vest request per 4)8(11 BY RIC 11115 DS DRAWN NY: CDS Handcrafted Homes 101 Eastem Minerals Road, Henderson, N.C. 27537 Phone: 252 - 436 -0001 Fa80 252 - 430-6662 MODEL: BUILDER FILENAME: CST_ 2 STORY COASTAL HOMES P -19 -1669 Ouelette DATE 2/28/2011 ALE: SERIAL NUMBER PAGE: SN CROSS SEC. 2 09. SHEET l!J L (2) 16(d) nails toenail rafter to post H 10A or equal installed on each rafter (2) 16(d) nails toenail header to post attach header to post w/ (2) CS -14 straps or equal each post CS14 strap 32" o.c. attached to gable panel and exterior wall stud w/ (15) 10(d) nails each end 2x8 rafters and hip ridge (min.) LUS28 gable insert panel 2x6 / framed at 16" o.c. double stud 32" o.c. r(2) 16" LVL truss bottom chords ,_attach second ply to first ply w. 3 rows 16(d) nails 6" o.c fasten upper post to lower post using (2) CMSTCI6 strap w/ 29 16(d) nails or equal fasten lower post to floor perimeter using (3) CS 14 straps w/ (15) 10(d) nails or equal 2x8 ledger fastened w/ (3) 111" LVL header and (2) #8 3.5" 6x6 treated post screws. exterior wall constructed per shear wall calculations J CS14 strap 32" o.c. or equal attached to wall studs w/ (15) 10(d) nails each end toescrew post to floor perimeter wI (2) #8 x 4" screws N N N N N toescrew post to floor perimeter w/ (2) #8 x 4" screws 76x6 treated ship loose post CS14 strap 32" o.c. or equal attached to wall studs and foundation w/ (15) 10(d) nails each end toescrew post to floor perimeter w/ (2) #8 x 4" screws • attach first ply to truss chords and 9 1/4" LVL 16(d) nails 6" o.c. 9 1/4" LVL N N N N N 3RD PARTY SEAL APPROVED BY NIINc. .pam.alc(Ne daor!r m :xi a- tr-m, mtharac at WNC.es e t C:Cn or ae.q o ^stt'm -Ikn ,,,rnem rr [tPGr:0 =Laic _0.R. REVISIONS DATE REVISION BY DATE REVISION �-/ Road. Henderson. N.C. 27537 By n �-+ 252-436-0001 Fax: 252 -430 -6662 04-08-11 REVISION nIc 04 -ta -11 stamped set cds REVISION REVISION per request Per request 410111 per request 03-1511 want 4/4/17 0 }08-11 nlc Imy :DS :DS :DS MODEL: CST. 2 STORY DRAWN BY: CDS BUILDER COASTAL HOMES DA E: 2/28/2011 P -19 -1669 Ouellette SCALE: SERIAL NUMBER: SN PAGE: CROSS SEC. (��.� SHEET 3 l! Window Schedule Call Out Rough Opening Mfg Type U Area Air Intilr. Rate Light Vent 2020 Round 24"X24" MW FlX .35 4 .11 1.75 NA 2832c 32 "X38" MW SGLHUNG .35 8.4444 .11 5.50 2.70 3052c 36"X62' MW SGLHUNG EGRESS .35 15.5 .11 11.9 5.70 4010TH -TRAD 48.5'X12.5" MW FIX .35 4.2101 .11 2.60 NA NOTES: 1. LIGHT REQ'MT = MIN. 8% OF FLOOR AREA. 2. VENT REQ'MT = MIN. 4% OF FLOOR AREA. 3. EMERGENCY EGRESS REQ'MT = MIN. 5.7 SQ. FT. 4. EGRESS MIN. CLEAR OPENING REQ'MT IS 20" WIDE AND 24" HIGH. 5. WINDOW MANUFACTURES MAY BE SUBSTITUTED W /IN THE ROUGH OPENING SIZES AND WILL COMPLY WITH ALL APPLICABLE CODES. DOOR SCHEDULE - CALL OUT ROUGH OPENING MANUF. TYPE REMARKS "U" AREA SQ. FT. LIGHT SQ. FT. VENT 36EXT 38"x82 1/2" DYKE INSUL CORE EXT. PASSAGE 0.32 21.8 NA 19.7 32EXT 34 "x82 1/2" DYKE INSUL. CORE EXT. PASSAGE 0.42 19.5 6 17.5 32EXT 34 "x82 1/2" DYKE INSUL CORE 20 MIN RATED 0.32 19.5 NA 17.5 32EXT 34 "x82 1/2" DYKE INSUL. CORE 3/4 HR RATED 0.32 19.5 NA 17.5 32EXT 34 "x82 1/2" DYKE INSUL, CORE TEMPERED GL. 0.21 19,5 6 17.5 36EXT 38"x82 1/2" DYKE INSUL CORE TEMPERED GL. 0.21 21.8 7.8 19.7 30 32 "x83" DYKE HOLLOW CORE INT. PASSAGE NA NA NA NA 24 26 "x83" DYKE HOLLOW CORE INT. PASSAGE NA NA NA NA 18 20 "x83" DYKE HOLLOW CORE INT. PASSAGE NA NA NA NA 16 18 "x83" DYKE HOLLOW CORE INT. PASSAGE NA NA NA NA 30 32 "x82" DYKE HOLLOW CORE 8I -FOLD NA NA NA NA 24 26 "x82" DYKE HOLLOW CORE BI -FOLD NA NA NA NA 48 50 "x82" MOHAWK HOLLOW CORE BI -PASS NA NA NA NA 60 62 "x82" MOHAWK HOLLOW CORE BI-PASS NA NA NA NA 48 49 "x82 1/2" MOHAWK HOLLOW CORE POCKET DR NA NA NA NA 60 61 "x82 1/2" MOHAWK HOLLOW CORE POCKET DR NA NA NA NA 36 -12EXT 52 "x82 1/2" DYKE INSUL. CORE SGL SIDELIGHT 0.21 30.3 2 19.7 12- 36 -12EXf 64 "x82 1/2" DYKE INSUL CORE DBL SIDELIGHT 0.21 39.3 4 19.7 72 74 3/8 "x82 1/2" DYKE INSUL CORE FRENCH DR. 0.32 42.6 18.375 38 72SGD 71 1/2 "x80" M &W SUDING GL. DR. TEMPERED GL. 0.29 41.9 32.4 15.56 72 71 1/2 "x81 3/4" STANLY SWING.PAT.DR. TEMPERED GL. 0.35 40.0 23.9 17.76 72SGD 71 1/2 "x81 3/4" STANLY SLIDING GL DR. TEMPERED GL. 0.35 40.0 23.9 17.76 72SGD 71 1/2 "x81 3/4" BARRIER SLIDING GL. DR. TEMPERED GL. 0.32 40.0 32.4 15.56 GENERAL SYMBOLS RETURN -AIR GRILL SE ELECTRICAL PANEL BOX ATTIC ACCESS - MIN. 22 1/2"x30" WATER HEATER- 50 GALLON QUICK RECOVERY ELECTRIC UNLESS OTHERWISE SPECIFIED BY BUILDER 3RD PARTY SEAL APPROVED BY 05/19/2011 INC. ,Y:,Q :11,sJr..,41cams oar . ,0 REVISIONS DATE REVISION BY DATE REVISION 04-08 -11 REVISION rrlc 0308 -11 REVISION 04-18 -11 stamped set cds 031511 REVISION 4/4 /11 per request 4/4/11 per request 4.4111 per request BY ;m y CST. 2 STORY COASTAL HOMES P -19 -1669 Ouellette Har'dar - . c me MODEL BUILD LtNAME: „DS DRA /SN Y. "DS CDS DATE: 2/28/2011 SCALE, 101 Eastern Minerals Road. Henderson. N.C. 27537 Phone: 252- 436 -0001 Fax: 252-430-6662 SERIAL NUMBER: PAGE: SN SCHEDULES 10.1 SHEET 1 RI ,4- ti re r•. I I.y RI Georgia Department of S File for Record 5 -31 -2011 REScheck Software Version 4.4.1 Compliance Certificate Project Title: p -19 -1669 Energy Code: Location: Construction Type: Conditioned Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: Georgia Residential Code Tybee Island, Georgia Single Family 2095 ft2 17% 1851 2 Compliance: 35.1% Better Than Code Owner /Agent: APPROVED BY Application #99054 -�, 05/19/2011 INC. Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws. Maximum UA: 524 Your UA: 340 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade -off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Designer /Contractor: Maximum SHGC: 0.40 Your SHGC: 0.26 Ceiling 1: Raised or Energy Truss Wall 1: Wood Frame, 16" o.c. Window: 3052: Vinyl Frame, Double Pane with Low -E SHGC: 0.28 Window: 2020: Vinyl Frame, Double Pane with Low -E SHGC: 0.28 Window: 2832: Vinyl Frame, Double Pane with Low -E SHGC: 0.28 Window: 4010: Vinyl Frame, Double Pane with Low -E SHGC: 0.28 Door: 36" HALF GLASS: Glass SHGC: 0.20 Floor 1: All -Wood Joist/Truss:Over Outside Air 1079 2400 295 4 8 4 88 1079 30.0 17.0 19.0 0.0 0.0 0.0 0.310 0.310 0.310 0.310 0.310 38 128 91 3 1 27 51 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Georgia Residential Code requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Minimum R -Value Requirements: Basement and Crawl Walls Attic Kneewall Wall Cavity Mass Walls Roof /Ceiling Floors over unheated space R -5 R -18 R -13 R -5 R -19 R -13 Maximum Glazing Requirements: Windows /Glass Door U- Factor = 0.65 with maximum SHGC = 0.40 Date Project Title: p -19 -1669 Report date: 04/25/11 Data filename: Untitled.rck Page 1 of 1 (4m3- - 4m3).: Top chord 2x6.:' i k:1:;'> a T3;. 3ii:i 4 SPF #1/ #2: Bot chord 2x8 SPF #1/ #2 Webs 2x4 SPF #1/ #2 :Lt Wedge 2x4 SPF #1 / #2::Rt Wedge 2x4 SPF #1/ #2: CIRCLED NUMBERS INDICATE TYPE OF FIELD CONNECTION REQUIRED- SEE SCHEDULE FOR CONNECTION LOADS AND REQUIREMENTS. TIGHT FIT IS REQUIRED BETWEEN ALL MEMBERS AT THE JOINT. CONTACT ALPINE FOR ALTERNATE JOINT CONDITIONS (TO ACCOMODATE NAILERS AND PLATES AT MEMBER ENDS, ETC.) AND ALL FIELD CONNECTIONS SHALL BE DESIGNED BY THE PROJECT ENGINEER AND CONFORM TO THE HOME MANUFACTURES INSTALLATION DETAILS. WARNING: FAILURE TO PROVIDE PROPER FIELD CONNECTIONS MAY RESULT IN INADEQUATE STRUCTURAL PERFORMANCE. FIELD CONNECTION SCHEDULE: I MAXIMUM LOAD(Ibs) NOTES: TYPE AXIAL I SHEAR -T= TENSION LOAD. 1 741T / 383C - -- -C= COMPRESSION LOAD. 2 1 149T / 86C1 250 - DESIGN CONNECTION FOR COMBINED 3 I 342T / OCI -- AXIAL + SHEAR LOAD SHOWN. ADDITIONAL CONNECTION REQUIREMENTS: TYPE 3 - SPECIAL FIELD CONNECTION REQUIRED BETWEEN CHORDS AT MARRIAGE WALL (F) NO GAP AT HINGED CONNECTION, PROVIDE A MINIMUM OF 2" WOOD TO WOOD CONTACT BETWEEN HINGED MEMBERS WHEN HINGED SECTION IS RAISED. ( -) REFER TO DRWG HINGPL160109, HINGPL780109, SHEARPLT0109 FOR HINGE AND SHEAR PLATE DETAILS. 0 -6 -0 T 28HPW(1" GAP) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. T3 -0-0 0 T4 133iFh':iq�: 30.00 ft mean hgt, ASCE 7 -05, OPEN_CLEAR-,�A;_>_te'i anywhere in roof, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =0.0 psf. Wind reactions based on MINERS pressures. Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Bottom chord checked for 10.00 psf non - concurrent bottom chord live load applied per IBC -09 section 1607. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based Ce =1.00, CAT II & Pf =15.40 psf. APPROVED BY 05/19/2011 INC. Approval of this document does not authonze or approve any deviation or deviations from the requirements of applicable Stale Laws. 10 -10 -1 on Pg =20.00 psf, Ct =1.10, 28HPW (1 " GAP) M 3X8 III 3X8(D1)=- 13 -10 -0 14 -8 -12 R =650 U =481 W =3,5" RL= 129/ -129 PLT TYP. HP288,WAVE 29 -5 -8 Over 3 Supports R =1172 U =1125 Design Grit: IBC2009 /TPI- 2007(STD) FT /RT =20% (0 %) /10 (0) ALPINE Engineering services provided . y AB CD Engineering, PLLC NC COA 0838 Earth City, MO 63045 *WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLI REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6 ENTERPRISE LANE, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNL OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL A PRDPERLY ATTACHED RIGID CEILING_ AND NSTI 3X8 III rgi 3X8(D1) H R =650 U =481 W =3,5" "IINPORTANT "*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMP' NTS GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16/16GA (W,H /SS /K) ASTM A653 GRADE 40/60 (W, K /H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (;) SHALL BE PER ANNEX A3 OF TPI1 -2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. 0 -6 -0 T http: / /ecdrawings.alpeng.com/ Third /HandCraft.nsf/ USA/ 6E96B93097CE04E7862578730052CB30 Scale = .2624672 " /Ft TC LL 20.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 40,0 PSF DUR,FAC. 1.25 SPACING 24,0" REF R8018- 39477 DATE 04/15/11 DRW MOUSR8018 11105001 MO -ENG CWC /CWC SEQN- 30839 REV JREF- 1UB48018Z01 (4m3- - 4v3 Top chord 2x6-.- SFr : E1 I2; :_ ::f5'-.2� f- SIP #2: :T3, T4 2x4 SPF #1/ #2: Bot chord 2x8 SP #1 Webs 2x4 SPF #1/ #2 :Lt Wedge 2x4 SPF #1 / #2::Rt Wedge 2x4 SPF #1/ #2: CIRCLED NUMBERS INDICATE TYPE OF FIELD CONNECTION REQUIRED- SEE SCHEDULE FOR CONNECTION LOADS AND REQUIREMENTS. TIGHT FIT IS REQUIRED BETWEEN ALL MEMBERS AT THE JOINT. CONTACT ALPINE FOR ALTERNATE JOINT CONDITIONS (TO ACCOMODATE NAILERS AND PLATES AT MEMBER ENDS, ETC.) AND ALL FIELD CONNECTIONS SHALL BE DESIGNED BY THE PROJECT ENGINEER AND CONFORM TO THE HOME MANUFACTURES INSTALLATION DETAILS. WARNING: FAILURE TO PROVIDE PROPER FIELD CONNECTIONS MAY RESULT IN INADEQUATE STRUCTURAL PERFORMANCE. Fl EL CONNECTION SCHEDULE: MAXIMUM LOAD(lbs) TYPE AXIAL SHEAR 1 640T / 509C 2 2077T / 1395C 81 3 410T / 361C 255 4 467T / 459C ADDITIONAL CONNECTION REQUIREMENTS: NOTES: - T= TENSION LOAD. - C= COMPRESSION LOAD. - DESIGN CONNECTION FOR COMBINED AXIAL + SHEAR LOAD SHOWN. TYPE 2 - COLLAR TIE MAY LAP TOP CHORD. SPECIAL FIELD CONNECTION REQUIRED. ( -) REFER TO DRWG HINGPL160109, HINGPL780109, SHEARPLT0109 FOR HINGE AND SHEAR PLATE DETAILS. (B) TEMPORARY SUPPORT REQUIRED WHILE HOME IS MANUFACTURED, SHIPPED AND ERECTED. REMOVE SUPPORT ONLY AFTER ALL FIELD CONNECTIONS ARE INSTALLED. (S HINGE) BOTH FACES 28HPW(1" GAP) --==r- 0-6-0 0 3X8 III R =370 U =423 4X6(D1) ° Rh =1513 RL = -1276 R =821 U =695 W =3.5" ° - 3 -0 -8 T2 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. �=';E ttaUintm horizontal reaction is 1512# ** 135 mph wind, 30.00 ft mean hgt, ASCE 7 -05, OPEN_CLEAR bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =0.0 psf. Wind reactions based on MINERS pressures. Left and right cantilevers are exposed to wind Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. NOTE: THE PROJECT ENGINEER SHALL DESIGN THE SUPPORTS (WALL AND /OR BEAMS, CONNECTIONS, AND BUILDING SYSTEM TO ACCOMODATE HORIZONTAL REACTIONS ( "Rh & RL ") WHERE SHOWN. (S HINGE) (1)- HINGED SCAB ASSEMBLY TC SECTIONS 2 -0 -0 - SAME SIZE AND GRADE AS THE TOP CHORDS TOP CHORD SECTIONS SECTIONS PLATED WITH (2) 28HPW HINGE PLATES AS SHOWN. ATTACH ASSEMBLY ONE TO EACH FACE OF TRUSS WITH 2 ROWS OF 10d (0.128" X 3.0 ") NAILS AT 4" O.C. STAGGERED. APPROVED BY 1, -0 -0 - 4 10 -10 -1 (B) (B) 05/19/2011 INC. Approval of This document does not authonze or approve any deviation or deviations from the requirements of applicable State Laws. (BO HN AGES 28HPW(1" GAP) 14 -8 -12 4 -0 -12 PLT TYP. WAVE 21 -7 -0 R =370 U =423 Rh = -1513 RL =1276 21 -4 -0 29 -5 -8 Over 4 Supports Design Crit: IBC2009 /TPI- 2007(STD) FT /RT =20 6 (0%) /10 (0) ALPINE Engineering services provided . y ABCD Engineering, PLLC NC COA 0838 Earth City, MO 63045 *WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRAG REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, ENTERPRISE LANE, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHA A PRDPERLY ATTACHED RIGID CEILING. 14 -8 -12 0 -6 -0 3X8111 — T 4X6(D1) R =821 U =695 W =3.5" T 4 -0 -12 / ESS VE *IMPORTANT ""FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. I7W BUILDING COMPONENTS GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF KIDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H /SS /K) ASTM A653 GRADE 40/60 (W, K /H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI1 -2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. 40,LT H 0 j,, D Ag/ 0306.18 *r :10 T SCOWT 18 ' i u LINDER i SCHURWAN f ro Lic. No.12847 rs4, ;17. ''j �`JJ�'joNAi. b" rrT` 4444 NC /- /1 /- / - /R /- TC LL 20.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 40.0 PSF Scale = .25 " /Ft. REF R8018- 40183 DATE 04/18/11 http: / /ecdrawings.alpeng.com/ Third /HandCraft.nsf/ USA/ 16B1AB69156E635386257873005B963A DRW MOUSR8018 11108001 MO -ENG DLD /CWC SEQN- 13119 REV DUR.FAC. 1.25 SPACING 24.0" JREF- 1UB48018Z03 In 0 ro 10, -0" 40' -8" FOUNDATION PLAN 16 VAN HORNE TYBEE ISLAND, GEORGIA PREPARED FOR: MR. JARRETT QUELLETTE SHEET 1 OKWAHO 2404 DESOTO AVE. Savannah, Ga. 31401 landpland ®bellsouth.net 912.398.9969 FOUNDATION NOTES —ALL CONCRETE IN FOOTINGS AND SLABS SHALL BEAR ON FIRM /COMPACTED SOIL WITH MIN. BEARING CAPACITY OF 2500 PSF. —PRIOR TO PURING CONCRETE VERIFY THAT ALL PIPES, SLEEVES, CONDUITS IMBEDS, INSERTS, ETC. ARE PROPERLY LOCATED AND SECURELY IN PLACE, —ALL CONSCRETE SHALL BE NORMAL WEIGHT WITH A MIN. COMPRESSIVE STRENGTH OF 3000 PSI. 16 "X16" CMU PIERS FILLED SOLID (TYP) ON 36 "X36 "X24" CONCRETE FOOTING WITH STEEL REINFORCING FOOTING SEE DETAIL SIMPSON PA51 . `. FOUNDATION STRAPS SET wj ` ICOLUUMNSETE IN 3,000# CONCRETE FOOTING (2) #5 REBAR #5 REBAR TURNED UP AT COLUMN CENTERS I um CMU 16 "X16" CMU COLUMN POURED SOLID #5 REBAR COLUIMNLCENTERS III Nil Mil co ro (3) #5 REBAR ...., 3000# CONC. o ILI N r Int 4 Paal l��I ale�5 REBAR (2) #5 REBAR #5 TURNED UP TO 36 (TYP) TIE TO COLUMN ' :, a : �,. - �•"• �. �• z - N 36» WIRE' ° .. _. SPREAD FOOTING DETAIL SPREAD FOOTING FOR PORCH COLUMNS REBAR DETAIL (PLAN VIEW) 3000# CONC. Y . �' #5 REBAR TURNED UP AT #5 REBAR 1�►�fi 36" (TYP) PERIMETER FOOTING DETAIL /101 #5 R AR 1' I� -T D L TERS SIMPSON PA51 FOUNDATION STRAPS COLUMN CENTERS:`- ` ' :. _ .. ` WIRE- _•:; `....',.., WIRE �` SET IN CONCRETE IN WIRE-' �; I ie�� 11E11 CMU COLUMNS '' Z GRADE v 3000# CONC a�a,, - ..: -ter• N 1111 3000# CONC. .:.:'•.. ,;;:= : N #5 REBAR dill 16 "X16" CMU COLUMN 36 MI' #5 REBAR (TYP) o POURED SOLID 36" (TYP) N NM I , Y RIOR FOOTI DETAIL I `w !! PERIMETER FOOTING DETAIL \� #5 REBAR �I VERTICAL AT COLUMN CENTERS Ili ac WIRE :?'.. WIRE 3000# CONC. co N I 36 #5 REBAR (TYP) FOUNDATION DETAILS 16 VAN HORNE TYBEE ISLAND, GEORGIA PREPARED FOR: MR. JARRETT QUELLETTE INTERIOR FOOTING DETAIL FOUNDATION NOTES —ALL CONCRETE IN FOOTINGS AND SLA , SHALL BEAR ON FIRM /COMPACTED SOIL WITH MIN. BEARING CAPACITY OF 2 00 PSF. —PRIOR TO PURING CONCRETE VERIFY THAT LL PIPES, SLEEVES, CONDUITS IMBEDS, INSERTS, ETC. ARE PROPERLY LOCA ` I AND SECURELY IN PLACE. —ALL CONSCRETE SHALL BE NORMAL WEIGHT WI ' . A MIN. COMPRESSIVE STRENGTH OF 3000 PSI. OK WAH O 2404 DESOTO AVE. SHEET Savannah, Ga. 31401 Iandpland@bellsouth.net 912.398.9969 2 i ACM 16 "X16" CMU PIERS zoo v� doh FILLED SOLID (TYP)„ ,0a�- N i ") A 4C -8" ... •. . .: ... • .. . •. • ...... , ....:;....:,:. ..:: .. CRETE ON 36"X36"X2-42'370N T STEEL REINFORCING INTFAICtk :,:..':ii::;:.7.'r:f8:FO!1.3E;yMr: F� Ri. "IRE BEN';" "' I CHE ; ' I'% OF u04'•.�� :. �JSX31 ,. ,R,4 30 ihiew.'d ti ,ht :V WAR—;:: 1 0) N PERIMETER FOOTING 0) .: . • .....-. : : . .. • :....,.. • .. ::• ....... �. • • ''*N\ 10' -0" ' .. • • . • i' � 4" CONCRETE SLAB �� �'� SEE DETAIL .. H 10' -0" 39' -0" H49' IPH -0" FOUNDATION PLAN 16 VAN HORNE TYBEE ISLAND, GEORGIA PREPARED FOR: MR. JARRETT QUELLETTE FOUNDATION NOTES —ALL CONCRETE IN FOOTINGS AND SLABS SHALL BEAR ON FIRM /COMPACTED SOIL WITH MIN. BEARING CAPACITY OF 2500 PSF. OK WAH O 2404 DESOTO AVE. —PRIOR TO PURING CONCRETE VERIFY THAT ALL PIPES, SLEEVES, CONDUITS IMBEDS, INSERTS, ETC. ARE PROPERLY LOCATED AND SECURELY IN PLACE. —ALL CONSCRETE SHALL BE NORMAL WEIGHT WITH A MIN. COMPRESSIVE STRENGTH OF 3000 PSI. SHEET Savannah, Ga. 31401 Iandpland©bellsouth.net 912.398.9969 1 INTEMOR P ERS 3,000# CONCRETE FOOTING FEA.% REQUIREMENTS FOOTING 36 INCI - LW 3C INCHES (2) #5 REBAR `Ids SY '� i?e -liEt THICK. .7 OF FOOT'NG 4i ST BE A J LGW CFiA , 36" (3) #5 REBAR (?� REBAR TURNED UP TO TIE TO COLUMN SPREAD FOOTING REBAR DETAIL (PLAN VIEW) #� REBAR TURNED UP AT COLUMN CENTERS WIRE'X: 3000# CONC. 36" GRADE #5 REBAR (TYP) PERIMETER FOOTING DETAIL FOUNDATION DETAILS 16 VAN HORNE TYBEE ISLAND, GEORGIA PREPARED FOR: MR. JARRETT QUELLETTE SHEET 2 OKWAHO 2404 DESOTO AVE. Savannah, Ga. 31401 Iandpland@bellsouth.net 912.398.9969 3000# CONC. REBAR TURNED UP AT COLUMN CENTERS 36" #5 REBAR (TYP) SPREAD FOOTING DETAIL FOR PORCH COLUMNS WIRE 3000# CONC. REBAR TURNED UP AT COLUMN CENTERS 36" #5 REBAR (TYP) SPREAD FOOTING DETAIL FOR INTERIOR COLUMNS WIRE �XX 3000# CONC. SIMPSON PA51 FOUNDATION STRAPS SET IN CONCRETE IN CMU COLUMNS 16 "X16" CMU COLUMN POURED SOLID REBAR VERTICAL AT COLUMN CENTERS 36" PERIMETER FOOTING FOUNDATION NOTES —ALL CONCRETE IN FOOTINGS AND SLABS SHALL BEAR ON FIRM /COMPACTED SOIL WITH MIN. BEARING CAPACITY OF 2500 PSF. —PRIOR TO PURING CONCRETE VERIFY THAT ALL PIPES, SLEEVES, CONDUITS IMBEDS, INSERTS, ETC. ARE PROPERLY LOCATED AND SECURELY IN PLACE. —ALL CONSCRETE SHALL BE NORMAL WEIGHT WITH A MIN. COMPRESSIVE STRENGTH OF 3000 PSI. z co N #5 REBAR (TYP) DETAIL